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HomeMy WebLinkAboutAPPROVED 30505.3 a o M,' - r 8CI5 Home ' Log In 1 User Registration Hot Topics�' Submit Surcharge 3 Stats&Facts Publications € Contact Us -` BCIS Site Map Links Search db r 0 Product Approval USER:Public User Product Apuroyai Menu>Product or Application Search>Application List - �•,_�;.�2r .?.mod Search Criteria Refine Search Code Version 2020 FL# 30505.3 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Ap lications EL# Type Manufacturer —i Validated BY Status FL30505- Revision Shwinco Architectural Products, LLC j National Accreditation& Approved R1 IFL#: FL30505.3 ;Management Institute History !Models Series 9700 Vinyl Sliding Glass Door (804)684-5124 I Description: Series 9700 Vinyl Sliding Glass Door(4 Track, I OXXX,XXXO), DP = 65 psf iI Category: Exterior Doors i Subcategory*. Sliding Exterior Door Assemblies 1 *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CopLiiaht 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: f a 591 Credit Card Safe BCIS Home i Log In User Registration � Hat Topics E Submit Surcharge Stats L4 Facts Publications � Contact Us 8CIS Site Map Links '[ Search bpr M � )Product Approval USER:Pubilc User Product Agoroval Menu>Product or Application Search 7 Application List Application Detail < � s FL# FL30505 R1 0 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Shwinco Architectural Products, LLC Address/Phone/Email 171 Jet Services Way Dothanr AL 36303 (334) 556-1000 engineering@shwinco.com Authorized Signature Keith Schneider engineering@shwinco.com Technical Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco.com Quality Assurance Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco.com 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 AAMA/WDMA/CSA lot/I.S.2/A440 2011 AAMA/WDMA/CSA 101/1.5.2/A440 2017 ASTM E1886-2013a 13a ASTM E1996-2014a 14a TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL30505 R1 Eauiv EERNo2612 Revl 9700 SGO ss.pdf Product Approval Method Method 1 Option A Date Submitted 09/27/2020 Date Validated 09/29/2020 Date Pending FBC Approval Date Approved 10/07/2020 Summary of Products FL# Model,Number or Name I Description 3050S.1 I Series 9700 Vinyl Sliding l Series 9700 Vinyl Sliding Glass Door(4 Track,OXXX-A-XXXO), DP = 50 psf 1 Glass Door i Limits of Use l Certification Agency Certificate Approved for use in HVHZ:Yes FL30505 R1 C CAC NI014461 OXXX-A-XXXO.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2023 Design Pressure: +50/-50 Installation Instructions Other: Envelopes OXX-A-XXO (3-Track), OX- FL30505 R1 II SHW0003 RevA Series 9700 SGD OXXXAXXXO HVHZ ss.pdf A-XO(2-Track),OX-A-O(2-Track),O-A-XO (2- Verified By: Robert J.Amoruso, P.E. FL P.E. No. 49752 Track) Created by Independent Third Party: Yes Evaluation Reports FL3050S RI AE PERNo2612 Rev1 97 0 SGD ss.pdf Created by Independent Third Party: Yes 30505.2 Series 9700 Vinyl Sliding Series 9700 Vinyl Sliding Glass Door(4 Track,OXXX,XXXO),DP= 50 psf Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL30505 R1 C CAC N1:01 4 1 O1 OXXXX-PVe.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2023 Design Pressure: +50/-50 Installation Instructions Other: Envelopes OXXX&XXXO(4 Track), FL30505 R1 II SHW0004 RevA Series 9700 SGD OXXX HVHZ ss.pdf OXX&XXO(3 Track)and OX&XO(2-Track). Verified By: Robert].Amoruso, P.E. FL RE. No. 49752 Laminated glass using 0.090 Saflex PVB By Created by Independent Third Party: Yes Eastman Chemical. Evaluation Reports FL30505 R1 AE PERN02612 Rev1 9700 SGD ss.pdf Created by Independent Third Party:Yes 30505. Series 9700 Vinyl Sliding 1 Series 9700 Vinyl Sliding Glass Door(4 Track,OXXX,XXXO), DP = 6S psf j Glass Door imits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL30505 RI C CAC NI014461.02 DXXX-Van.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2023 Design Pressure: +65/-65 Installation Instructions Other: Envelopes OXXX&XXXO(4 Track), FL30505 RI II SHWO004 RevA Series 9700 SGD OXXX HVHZ ss.pdf OXX&XXO(3-Track)and OX&XO (2-Track). Verified By: Robert]. Amoruso, RE. FL P.E. No.49752 Laminated glass using 0.075 Vanceva By Created by Independent Third Party: Yes Eastman Chemical. Evaluation Reports FL30505 R1 AE PERNo2612 Rev1 9700 SGD_ss.pdf Created by Independent Third Party: Yes ®ack Pa�xt Contact Us::2601 Blair Stone Road,Tallahassee FL 3239 Phone:950-487-1824 The State of Florida is an WEED employer.Cop+Lrloht 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 mall 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 45S,F.S.must provide the Department with an email address if they have one.The emails prey{ded 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 pruvide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 4SS,ES.,please click here. Product Approval Accepts: c(,k�ck SHWINCO ARCHITECTURAL PRODUCTS, LLC m SERIES 9700 VINYL SLIDING GLASS DOOR - HVHZ o a 0 INSTALLATION NOTES: tN INSTALLATION ANCHORAGE DETAILS 1. PRODUCT ANCHORS SHALL BE A$DESIGNATED AND LOCATED AS SHOWN IN GENERAL NOTES: THIS PRODUCT EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE u DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO Lu 1. THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURES)STATED HEREIN IN ACCORDANCE WITH THE REQUIREMENTS OF a E STUCCO,FOAM,BRICK VENEER AND SIDING. THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).THIS PRODUCT CAN BE USED IN THE HIGH D- 2. SEE INSTALLATION ANCHOR SC!-!EDUCE ON SHEET 2 FOR TYPE AND GRADE VELOCITY HURRICANE ZONE(HVHZ). �_W OF ANCHOR,AN010R MANUFACTURER'S ANCHOR SPECIFICATIONS, 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED UL TEST REPORT NO.SV313E5-20190517-REPORT-B& INCLUDING MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO SUBSTRATE SV31355-20190517-REPORT-C AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATOMES, AND MINIMUM EDGE DISTANCES. 2A. PERFORMANCE STANDARDS USED IN TESTING FOR HVHZ LOCATIONS WERE TAS 201-94,TAS 202-94 AND TAS 203-94. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF 2.2, PERFORMANCE STANDARDS USED IN TESTING FOR NON-HVHZ LOCATIONS WERE AAMAIWDMAICSA 10111.S.21A440-11,ASTM E1886.130,AND ASTM E1996-14a. ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE iNTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. i a 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE!MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN m O1 WIND FORCE RESISTING SYSTEM SUBSTRATE. CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL r a 2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF A CORROSION ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. RESISTANT MATERIAL OR HAVE A CORRISiON RESISTANT COATING. 'J =O `w 4. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND N = - INSTALLATION IS THE RESPONSIBILITY OF THE L€CENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF b w `o 3. WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A O Es' RECORD FOR THE PROJECT OF INSTALLATION. 7 DURABLE SPECIES AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA O} p q BUILDING CODE. S. THE PRODUCT SHOWN HEREIN WAS TESTED WITH IMPACT PROTECTIVE GLAZING SHOWN IN DETAIL A AND BON SHEET 11 FOR LARGE MISSILE IMPACT(SMALL q R:o N,� MISSILE IMPACT ENVELOPED)IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ).WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION q , . 4. DISSIMILAR MATERIALS INCLUDING FASTENERS THAT MAY COME INTO REQUIREMENTS EXIST THIS PRODUCT DOES NOT REQUIRE OPENING PROTECTION Q �"`D r m °z CONTACT SHALL HAVE BEEN PROTECTED AS DEFINED IN THE CURRENT O O = m EDITION OF THE FLORIDA BUILDING CODE. 4 a z 5. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION OOCUMEN7ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED w z—z o PROFESSIONAL ENGINEER OR REGISTERED ARCH€TECTAS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 4 in g 5. INSTALLATION DETAILS g 5.1. SEE SHEETS 3 AND 4 FOR ELEVATION DETAILS. 7. MATERIALS n o 5.2. SEE SHEETS 5 THROUGH 8 FOR SECTION VIEWS OF SPECIFIC ANCHOR 7.1. FRAME MATERIAL:EXTRUDED RIGID PVC BY VISION EXTRUSIONS LIMITED APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE, INSTALLATION DETAILS. 72. LAMINATED GLAZING INTERLAYER:EASTMAN CHEMICAL CO.SAFLEX PV13 AND VANCEVA APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE. D z 5.3. SEE SHEET 9 FOR GLAZING DETAILS. 7.3. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a AND EXCEEDS THE DESIGN PRESSURES ON SHEETS 3 AND 4. to s 6. 7W0(2)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION 8. DESIGNATION"X"STANDS FOR OPERABLE PANEL AND"'0"STANDS FOR FIXED PANEL 2 O 0 SHOWN IN ELEVATION DETAILS(SHEETS 3 AND 4)AT 2-TRACK,3-TRACK AND 4-TRACK HEAD,SILL AND JAMB EXTRUSIONS. 9. INTERIOR AND EXTERIOR FINISHING AND PERIMETER SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY.THESE DRAWINGS CERTIFY THE POOR INSTALLATION "SSSS 6.1. EXCEPTION FOR 2-TRACK XX AND XO CONFIGURATION.114"FILLET ONLY.WATER PROOFING OF THE INSTALLED DOOR IS NOT PART OF THEE INSTALLATION CERTIFICATION.WATER PROOFING SHALL BE THE RESPONSIBILITY OF w PERIMETER BEAD OF STRUCTURAL ADHESIVE SHALL BE USED IN LIEU OF z m Gg$m THE INSTALLER. INSTALLATION ANCHORS AT THE SILL.SEE SHEET 4 FOR MORE DETAILS. ux BOTTOM OF SILL SHALL BE SEALED TO SUBSTRATE USING STRUCTURAL 9.1. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH THE FBC RESIDENTIAL AND BUILDING AND WITH FMAIAAMAIWDMA L7 PROTOCOLS, SILICONE ADHESIVE. 9.2. SEE INSTALLATION NOTE 2.2 ON SHEET 4 FOR STRUCTURAL ADHESIVE REQUIREMENTS FOR 2-TRACK SILL INSTALLATION, 7, ANCHOR QUANTITIES AND SPACING 1 EMBEDMENT AND EDGE DISTANCE 10.SEE SHEETS 3 AND 4,GENERAL NOTES FOR APPROVED CONFIGURATIONS. 7.L THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER(O.C.)SPACING 11,SEE SHEETS 3 AND 4 FOR DESIGN PRESSURE BASED ON GLAZING REQUIREMENTS AND ASSOCIATED ANCHOR REQUIREMENTS. PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS ON SHEETS 3 AND 4. 7 2. END DISTANCES AND D.C.SPACING LESS THAN THAT SHOWN TN THE TABLE OF CONTENTS ELEVATION ON SHEETS ON SHEETS 3 AND 4 ARE ACCEPTABLE. 7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES SHEET SHEET DESCRIPTION CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C. SPACING REQUIREMENTS. 1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS 7.4. ANCHOR QUANTITIES AND SPACING SHOWN ARE BASED ON THE LOWER R.h.A J.A..fu ,P.E. OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT 2 ANCHOR SCHEDULE-EMBEDMENT&EDGE DISTANCE-ANCHOR INSTALL Floa90 P.E.No.451752 DESIGN PRESSURE.7.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2. 3 4-TRACK XXXX&XXXO DOOR ELEVATION-ANCHOR LAYOUT 8. MAXIMUM ALLOWABLE SHIM THICKNESS IS IM INCH, SHW WHERE SPACE OF 4 2-TRACK XX&XO DOOR ELEVATION-ANCHOR LAYOUT i 1i(Vk' 'rr;a? 1f16 INCH OR GREATER OCCURS,SHIM(5)SHALL BE CONSTRUCTED OF W000 5 2,3 AND 4-TRACK VERTICAL SECTIONS COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. ohi��U? 6 4JRACK XXXX&XXXO HORIZONTAL CROSS SECTIONS ,;ono xi. a•' 9. FOR CONCRETE BLOCK APPLfCATIONS OD NOT INSTALL INSTALLATION . ANCHORS INTO MORTAR JOINTS. 7 3-TRACK XXX&XXO HORIZONTAL CROSS SECTIONS Digitally.signed. by 10, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH S 2-TRACK XX&XD HORIZONTAL CROSS SECTIONS Robert:J Amoruso ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS 9 GLAZING DETAILS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE Date:2020.09.25 SHEET MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON 10&11 BILL OR MATERIALS 09;01:10-04'00' INSTALLATION ANOKOR SCHEDULE FASTENER HEAD MANUFACRIRERAND/OR MIN. MN.EDGE ANCHOR CAPACITIES BASED N FASTENERSIZE SUBSTRATE(4} FRAMECOMPONENT TYPE{51 SPECIFICATION EMBEDMENT[IN} DISTANCE(IN) ON m C7 4 CONCRETE HEAD,SILLANO IAMBS ITN TAPCONS(1} 1-1/2 1-1/8 MIN.2500 PSI CONCRETE NOTE A do B NOTE A & B rM PIER HEAD 3/16" STRENGTH CONFORMANCE TO =:� =t7 z' Lpnwl F $ MASONRY U 0 a b,JAMBS ONLY ITW TAPCONS(1} 1 2 ASTM C-90,MEDIUM WEIGHT, J'� € LLL;BLOCK/CMU} ! I 1DENSITY>117 PCF ANSI B16.6.1(WOOD SCREW)(2} WOOD WITH AMI NIMUM �' ❑ o ❑ o � !L � � FLAY HEAD Np.10 WOOD HEAD,SlLLANO JAMBS 1-1/2 3/4 ASME B18.6.4(TAPPING SCREW}(3} SPEC]FIC GRAVITY OF 0.42 NOTES: 1 WHEN ITW TAP{DNS ARE USED FORCONCRETE/MASONRY INSTALLATION,THEYSHALL BETHEADVANCEO THflEAOFOELM TECHNOLOGY TYPE 21 FOR WOOD SCREW INSTAUATI ON I NTO WOOD SUBSTRATE;IF$PUTTI NG IS A CONCERN,DRILL 0.112"PILOT HOLE(DRILL SIZE 34). ' 3)FORTAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPJTTI KG IS ACONCERN,DRILL 0,121"PILOT HOLE(DRILLS12E31). !6;i�•?i ' y o 4)FOR COHCRETEICMU SUBSTRAYES,1x WOOD BUCK IS OPTIONAL SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS CONCRETE ❑ S SEE"WOOD cCm0uNCRETE SCRDV RAMS ANCHORAGE REQUIREMENTS"ILLUSTRATION BELOW FOR HEX HEAD CONCRETE AND FLATHEAD WOOD SCREW€NSTALLATION IN VINYLEXTRUSION. APPLICABLE TO HEAD, SILL AND JAMBS. SUBSTRATE j =it m°_ NOTE A, SILL{SHOWN) -CONCRETE SUBSTRATE x s r 1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT) FN- H 2) CLEAN SURFACE OF ALL CONCRETE DUST AND OILS j O w 3) FILL PREDRILL HOLE WITH SEALANT 4) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN O q 5) COVER SCREW HEAD WITH SEALANTa g In q z 4 NOTE B, HEAD & JAMB (NOT SHOWN) -CONCRETE OR MASONRY SUBSTRATE ¢ 's 1) PREDRILL FOR 3/76 TAPCON SCREW (5/32 T-2D DRILL BIT) D> z°w❑ 2) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL,AS SHOWN N¢rn p _ 1,_r �w z 9�tl r} u y O z B I+n� uu uSUBSTRATE VARIES. SEE JIMTE1NOTE C & D D o ANCHOR a N SCHEDULE ON N am SHEET 2 FOR EDCE B -. 0.. REQUIREMENTS. DlBTANCE wIv — __==_ _— on WOOD SUBSTRATE fl4Jl Jul Jul ❑ "'r,� SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS [ ER APPLICABLE TO HEAD, SILL AND JAMBS. NOTE C, Sll1 (SHOWN) -WOOD SUBSTRATE fto6en j.Amoruso,P.E. MIN. 1) PREDRILL 3/16 HOLE Fl..ft P.E.No.49752 FmBEOMENT - q 2) SURFACE SHOULD BE CLEAN AND OIL FREE I �mulu. 3) FILL PREDRILL HOLE WITH SEALANT Digitally EDGE 4 r d� 4) INSTALL FIAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN M€N 01STPNCE LL77 -. 5) COVER SCREW HEAD WITH SEALANT signed by EDGE - MIN. f� m PISTM1NCE DISTANCE L l--I NOTE D, HEAD & JAMB (NOT SHOWN) -WOOD SUBSTRATE ,,.Nz�11:�r'4s;"�„ Robert .P,:�G�'t15..0. 1) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN. _`'�. �'•'-�, �SLJBSMATE VARIES. SEE ANCHOR SCHEDULE MIN. =ACI3DCUSD ON SHEET 2 FOR REOUIREMENT9. EMDEBMENT WOOD AND CONCRETE SCREW =.Ya l Dr ;,N Date: FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCE FRAME ANCHORAGE REQUIREMENTS s`` °' ` ^ss ee11^� THROUGH-FRAME INSTALLATION J,�"Gi;: H`a 2' LO'©7'G.r3 (NOTE 5 FROM ANCHOR SCHEDULE TABLE AI30'vEJ - APPLICABLE TO HEAD,SILL.(SHOWN)AND JAMBS(SHOWN) 'TILR00011-FRAME INSTALLATION 09:01:23 APPLICABLE TO HEAD,SILL(SHOWN)AIND IAMBS DY'00' a INSTALLATION NOTES: 192.25" MAX. FRAME WIDTH I. ANCHOR SPACING LOCATION TOLERANCES 11" MAX. o 1.1, ON CENTER(D.C.)SPACING ANCHOR LOCATION O.C. SPACING Y EDGE DISTANCE (TYP) d TOLERANCE IS+/-1". 3" EDGE (TYP) 1.2. EDGE ANCHORS ARE 3"MAXIMUM AS SHOWN. DISTANCE—� 1 1" MAX. # g 1.3. CONCRETE ANCHORS SHALL NOT BE SPACED LESS (TYP) A —r 1 O.C. SPACING w a THAN 3"O.C.REGARDLESS OF STATED TOLERANCES. b (TYP) O o 2. ANCHOR QUANTITY AND SPACING 2.I. HHAD ANDS€LL v V v Ta 2.1.1. ANCHORS ARE QUANTITY EIGHTEEN(18)WITH MAXIMUM I I"ON CENTER(D.C.)SPACING. 01a ' 2.1.2. EDGE ANCHORS ARE 3"MAXIMUM AS SHOWN. .3" a 2.1.3. ANCHOR QUANTITIES CAN BE REDUCED AS EDGE 0. REQUIRED FOR SMALLER FRAMES AS LONG AS DISTANCE THE EDGE DISTANCE AND O.C.SPACING (TYP.) 111 4 ° a o o REQUIREMENTS ARE MET. v 2,2. IAMBS ' m N M 2.2.1. ANCHORS ARE QUANTITY TEN(10)WITH MAXIMUM I I"ON CENTER(O.C.)SPACING. a r $c 2.2 1 EDGE ANCHORS ARE 3"MAXIMUM AS SHOWN. 95.5° a o o w N 2.2.3. ANCHOR QUANTITIES CAN BE REDUCED AS a m REQUIRED FOR SMALLER FRAMES AS LONG AS MAX' ¢ n-a -a o a / \ \/ FRAME L5 z,c z THE EDGE DISTANCE AND O.C.SPACING \ \ HD HT =a©w REQUIREMENTS ARE MET. 1 1" G ¢ o " O.C. Max.Frame Size:192.25"x 95.5" SPACING 4 Max.Panel Size:51.5"x 92.75" (TYP-) Max.Daylight Opensng Size:40.63"x 81.88" GENERAL NOTES: it y w 1. APPROVED DOOR CONFIGURATIONS INCLUDE THE N a ry FOLLOWING. A A A A A A A A A A A 1.1. XXXO AND XXXX,4-TRACK 3" SILL ANCHORAGE SAME AS HEADER �I � 1.1.1. ELEVATION SHOWN THIS SHEET. EDGE a � 1.1.2. SECTION VIEWS ON SHEETS 5 AND 6. DISTANCE t 1.2. XXO AND XXX,3-TRACK SECTION B/8,4-TRACK 4-PANEL SECTION(ELEVATION SHOWN) L2.L ELEVATION SIMILAR TO 4-TRACK (TYP.) SECTION B/9,3-TRACK 3-PANEL SECTION 1.2.2. SECTION VIEWS ON SHEETS 5 AND 7. 2. ANY STILE CONFICURAT10N SHOWN IN HORIZONTAL SERIES 9700 SLIDING GLASS DOOR-XXXX AND XXXO 4-TRACK SYSTEM(SHOWN) SECTION MU FRAME AND PANEL SIZES WS ON SHEETS 6 AND 7 ARE ALLOWED. 3. MAXIMUM FRAME SIMILAR ARRANGEMENT FOR 3 TRACK CONFIGURATIONS LISTED BELOW 3.1. MAXIMUM FRAME SIZE IS 192.25"X 95.5" EXTERIOR ELEVATION 3.2. MAXIMUM PANEL SIZE IS 51.55"X 92.75" 3.3. MAXIMUM PANEL DAYLIGHT OPENING(DLO)IS 40,625" PERFORMANCE RATING Romn3.Artwr"9",F.E. X 81.879" CONRoll!.P.E.No.gs752 4. XXXO AND XXO DOOR CONFIGURATIONS SHOWN WITH (SEE GLAZING o£slcN (SEE GENERAI. TRACKS NOTES OE7AIL(SEE PRESSURE IMPACT RATING Digitally FIXED(0)PANEL AT RIGHT JAMB IN EXTERIOR TRACK. NOTE 11) SHEET 2) (PSF) g y 4.1. ACCEPTABLE TO ORIENT PANELS AS OXXX AND OXX signed by WITH FIXED PANEL AT LEFT JAMB IN INTERIOR xxxO a SHEET a,GENERAL A .1-65 I� II TRACK. XXxx NOTES 7.1,2&3 HCS kd' Robert J .'04N i't LARGE MISSILE .o F•.!^: 4.2. ACCEPTABLE TO ORIENT'FIXED PANEL(0)IN xxxO 4 sHEtT 5 rFNERAL R +I-so (SMALL:n15sILE =es` " -�= :� Amo ruso EXTERIOR OR INTERIOR TRACK, xxxx NOYEs'.''2 s aENVELOPED) bate: XX4 3 SHEET 3,GENERAL A r1S5 ^.< •oao r6 o_,' ^i n- e xXx NOTES 1.2,2 8 3 ""i'r)C�xifir, 2020.09.25 xXp SHEET3,GENERAL a 50 09:01:33 XXX NOTES 1.2.283 -04'00' a INSTALLATION NOTES: o � 1. ANCHOR SPACING LOCATION TOLERANCES I.). ON CENTER(D.C.)SPACING ANCHOR LOCATION TOLERANCE IS+I-1". Max.Frame Size:99,85"x 95.5" N 1.2. EDGE ANCHORS ARE 3"MAXIMUM AS SHOWN. Max.Panel Size:51.5"x 92.75" v 1.3. CONCRETE ANCHORS SHALL NOT BE SPACED LESS THAN 3"O.C.REGARDLESS Max.Daylight Opening Size:40.63"x 81.88" 3 8 OF STATED TOLERANCES. w , 2. ANCHOR QUANTITY AND SPACING G o Q 11 MAX. O.C. o ro b 2.1. HEAD 3" EDGE GE SPACING (TYP) DISTANCE IL w 2.1.1. ANCHORS ARE QUANTITY TEN(10)WITH MAXIMUM I I"ON CENTER(O.CJ SPACING. DISTANCE — �+— A CTYp) Q 2,1.2. EDGE ANCHORS ARE 3"MAXIMUM AS SHOWN. {TYP} I 5 2.1.3, ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER FRAMES AS LONG AS THE EDGE DISTANCE AND O.C.SPACING REQUIREMENTS ARE MET, m g 2.2. SILL o ?a i 0 2.2.1, SILL SHALL BE SEALED TO SUPPORTING SUBSTRATE OR BUCKING USING A 3" y} m r 1/4"FILLET PERIMETER BEAD OF STRUCTURAL SILICONE ADHESIVE AT EDGE N x THE INTERIOR AND EXTERIOR.BOTTOM OF SILL SHALL BE SEALED TO DISTANCE G o z SUBSTRATE USING STRUCTURAL SILICONE ADHESIVE. (TYP') a, $z 2.2.2. APPROVED ADHESIVES INCLUDE THE FOLLOWING: B 0 3 2.2.2.1. DOW CORNING 995 8 '_ 3 0 _ 4 Z a 2,112, DOW CORNING DOWSIL 795 Z) a z m Z 2.2.2.3. SIKA SIKASILGP&SIKASIL WS-305CN G W z o 2.2.2.4. OTHER STRUCTURAL SILICONE ADHESIVES MEETING SITE 95.5" <J w R — z af h $ INSTALLATION REQUIREMENTS ALSO ACCEPTABLE PER ENGINEER OR MAX. u�o'z ARCHITECT OF RECORD. v �/ FRAME q 2.3. JAMBS /\ I(EIGHT S°x 2.3.1. ANCHORS ARE QUANTITY TEN(10)WITH MAXIMUM I V ON CENTER(D.C.) SPACING. 3 w 2.3.2. EDGE ANCHORS ARE 3"MAXIMUM AS SHOWN. S(PTYP jG N 1 "" 2.3.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER 3 FRAMES AS LONG AS THE EDGE DISTANCE AND O.C.SPACING 10X 4 o� �g5 REQUIREMENTS ARE MET. GENERAL NOTES: 3 1.4" FILLET BEAD SILICONE 1. APPROVE(]DOOR CONFIGURATIONS INCLUDE THE EDGE SEALANT, INTERIOR AND EXTERIOR FOLLOWING. DISTANCE AND BOTTOM DR SILL. SEE 1.1. XO AND XX,2-TRACK (TYP) INSTALLATION NOTE 2.2. I.I.I. ELEVATION SHOWN THIS SHEET. 99.85" MAX. FRAME WIDTH T I.L2. SECTION VIEWS ON SHEETS 5 AND 8. 2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SERIES 9700 SLIDING GLASS DOOR-XX AND XO 2-TRACK SYSTEM (SHOWN) SECTION VIEW ON SHEET 8 ARE ALLOWED. EXTERIOR ELEVATION Ronea J.Amoroso,P.E. 3. MAXIMUM FRAME AND PANEL SIZES Florida P.E.Nn.49752 3.1. MAXIMUM FRAME SIZE IS 99.85"X 95.5" Digitally 3.2. MAXIMUM PANEL SIZE IS 51.55"X 92.75" 3.3, MAXIMUM PANEL DAYLIGHT OPENING(DLO)1S 40.625" PERFORMANCE RATING Signed by X 81.875" CONFIGURATION GLAZING DESIGN act :�}'t ad:'�•,, Robert J 4. XO DOOR CONFIGURATION SHOWN WITH FIXED 0)PANEL a° ,.,"Er Fc; ( (SEE GENERAL TF:ACKS NOTES DETAIL(SEE PftE55UftE IMPACT RATING �?}�;��"ad;sz �., AT RIGHT JAMB IN EXTERIOR TRACK, NOTE 11) SHEET a) (PSF) J.,, _AI'TIOrIJSO 4.1. ACCEPTABLE TO ORIENT PANELS AS OX WITH FIXED Date: PANEL AT LEFT IAMB IN INTERIOR TRACK. XO SHEET 3,GENERAL A Xx 2 NOTES 1.3,2&3 4.2. ACCEPTABLE TO ORIENT FIXED PANEL(0)IN ":,,ow(i�r,`' 2020,09.25 EXTERIOR OR INTERIOR TRACK, xO 2 SHEET3.GENERAI, e ,1-so 09:01:43 XX NOTES 1.3.2&3 04'00' SERIES 9700 SLIDING GLASS DOOR Note Panel fixed by x e � A from each corner and thhanen 8" onO center. r. � APPLICABLE TO 2-TRACK,3-TRACK AND 4-TRACK DOOR CONFIGURATIONS. ONLY REQUIRED WHEN Xo OR OX o a VERTICAL CROSS SECTIONS CONFIGURATION WITH FIXED PANEL IS USED. N INSTAUATON ANCHORS.FLAT HEAD K EXTERIOR SUBSTRATE VARIES,SEE WOOD SCREW SHOWN.SEE ANCHOR EXTERIOR SUBSTRATE VARIES,SEE INSTALLATION ANCHORS. FLAT HEAD WOOD EXTERIOR SUBSTRATE VARIES.'SEE INSFALLATION ANCHORS. FLAT HEAD W000 �� FINISH GY ANCHOR SCHEDULE ON SCHEDULE ON SHEET 2 FOR FINISH By ANCNOft SCHEDULE ON SCREW SHOWN,SEE ANCHOR SCHEDULE FINISH By ANCHOR SCHEDULE ON SCREW SHOWN,SEE ANCHOR SCHEDULE 1— LL S OTHERS 1 HEET 2 FOR ADDRONAL REQUIREMENTS AND HEX OTHERS HEFT 2 FOR ON SHEET 2 FOR ADDITIONAL OTHERS SHEET 2 FOR CN SHEET 2 FOR ADDITIONAL C) ,l REQUIREMENTS. HEAD SCREW EN53'aLL4TWN. REQUIREMENTS. REQUIREMENTS AND HEX HEAD SCREW REQUIREMENTS, REQUIREMENTS AND HIX HEAD SCRE14 di o a i INSTALLATION. INSTALLATION. [Y 1 4"MAX. 1//4 MA#. !1 ao w I� [SHIM SPACE S}1llA SPADE PERIMETER Pf"IMETER By SPERI�,I 1/4"MAX. a p SEALANT ERRSS S ORITERS 07HER5 SHIM SPACE j nl i x > G � � oz � oz 04 ❑o t7 m'U w LAM]-IGU GLAZING LAMI-QU GLAZING 4 'm LAMI-ICU GLAZING m 4 pEfAR,A SHOWN =? Z-� DETAIL A SHOWN D?), A SHOWN K Q (TYP}.SEE SHEET ❑ (Ty?),SEE SHEET ° ° ° (TYP).SEE SHEET a C� ❑ ° I- U U D. 1�L1]� 11 w z�1- M,wq�,Ir EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR ��O�Y s$� g SEAL EXPOSED ° ❑ ° p SEAL EIPOSEO TOP OF FLAT TOP OF FLAT ni HEAD SCREWS HEAD SCREWS N k AT ALL SILL AT ALL SILL STRUCTURAL ANCHORS WT€H ANCHORS WITH `fit ADHESIVE.SEE SIUCONE SILICONE INSTALLATION SEALANT SEALANT NOTE 2.2 ON $ SHEET 4. PERIMETER a r GENERAL NOTE 9 5qM BY n ON SHEET 1 AND INSTALLATION OTHERS NOTE 6.1 ON SHEET 1 FOR REQUIREMENTS. STRUCTURAL scc I�-1I PERIMETER sos IJ'{f PERIMETER ADHESIVE.SEE ac° i I SEALANT BY dt�'yE�,I L ' ! SEJ1OTH BY a MSTALLXTON ,6 F''LLL�JJJf7 CTHERS 1 L�J Li OTHERS NOTE SHEET ON L '�' I _I r� SHEET 4, LL--J1 ........ GENERAL NOTE 9 /E ON SHEET 1 AND NOTE6.1TION NOTE 6.1 ON SHEET 1 FOR REQUIREMENTS. °:''::: STRUCTURAL ADHESIVE UNDER SUBSTRATE VARIES.SEE ,''' SUBSTRATE VARIES.SEE €N97ALLA710N ANCHORS.FLAT SUBSTRATE VARIES,SEE INSTALLATION ANCHORS.FLAT HEAD R.be'l J,Am r—.P.E. SILL SEE INSTALLA.TTON NOTE 2.2 EXTERIOR SHEET 2 FOR ON ON SHEET 4,GENERAL NOTE 9 CTERIDR SHEET 2 FOR SON ANCHOR SCHEDULE ONQSHEEf 2 EXTERIOR�. SH CHO EET 2 FOREDULE ON WOOD SCREW SHOWN.SeE ANCHOR FlDritle P.E.Na.4S752 KNISHOTHERS RS REQUIREMENTS. CN SHEET 1 AND INSTALLATION FINISH By REQUIREMENTS. FOR ADDITIONAL REQUIREMENTS FINISH BY REQUIREMENTS. SCHEDULE ON SHEET 2 FOR OTH NOTE 6.1 ON SHEET 1 FOR OTHERS AND HEX HEAD SCREW OTHERS ADDITIONAL REQUIREMENTS AND HEN REQUIREMENTS. INSTALLATION. HEAD SCREW INSTALLATION. ]g[tally 0 0 signed by Robert J �1.9:,iGLi1g"F O,pG� Amoruso Date: F+—FRAME WIDTH 590"� F+ FRAME WIDTH FRAMEWIDTHII1,66" r F`�• 9nfq�'jir�^ FRAME WIDTH FOR 2-TRACK,3-TRACK AND 4-TRACK SILL SHOWN.APPLICABLE TO BEAD AND JAMBS �g'� �� 04'00' SERIES 9700 SLIDING GLASS DOOR APPLICABLE 4-TRACK XXXX & XXXO DOOR CONFIGURATION EnERIOR FINISH HORIZONTAL CROSS SECTIONS EXTERIOR FINISH RY OTHERS BY OTHERS C4 PERIMETER PERIMETER SEALAM R BY SE4ANT BY OTHERS OTHERS 0 Lu is 0 EL KE LAM]—IGU GLAZING DETAIL A SHOWN (TYP).SEE SHE z 0 SUBSTRATE VARIES.SEE ANCHOR EXTERIOR SCHEDOLE ONee�ow L) avow, O1 fl SHEET 2 FOR ZQUIREMENTS. Lo ILUI INSTALLATION ANCHORS FLAT HEAD WOOD SCREW SUBSTRATE VARIES. SEE SHOWN.SEE ANCHOR ANCHOR SCHEDULE D� SCHEDULE ON SHEET 2 FOR SHEET 2 FD z uT 10 AR - ADDITIONAL REQUIREMENTS REQUIREMENTS. T 2 Z < tiEAD SCREW 0 AND HEX z INSTALLATION, 1W S 0z Oil INSTAUA SEE ANCHOR SCHEDULE ON TION ANCHORS. FLAT W nn SCR mE,L WOOD E.S. 0 RY 2 SHEET FOR Al 0 AND HE. z REQUIREMENTSN E.8 SCREW INSTALLATION., /4'MAX. 0 INTERIOR SHIM SPACE 1/4•MAX. Note 1: Pare[ fixed by #8FH x 1.25", 3" from each 'Ir SHIM SPACE corner and then 8" on center. ONLY REQUIRED WHEN aaLLd XXXO OR OXXX CONFIGURATION WITH FIXED PANEL IS USED- L 0 1H Note 2: Interlock fixed by #5FH x 1.5", 3' from each E 1 I a corner and then 14" on center. Robert J.A.......P E FI.fld.P.E.N..49752 Digitally signed by Robert J AMOruso Date: 2020,09.25 R. 09:02:02 -04'00' B SERIES 9700 SLIDING GLASS DOORcli a 7 APPLICABLE 3-TRACK XXX & XXO DOOR CONFIGURATION m HORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERS „LU o a EXTERIOR FINISH BY OTHERS Q ° o PERIMETER SEALANT BY PERIMETER OTHERS LAMI—IGU GIA21NG SEALANT BY DETAIL A SHOWN OTHERS (NP). SEE SHEET s�Ee x SEE �� 41 EXTERIOR rt 4. Z LL eeEow. O o O SUBSTRATE VARIES-SEE ANCHOR SCHEDULE ON wore x SHEET 2 FOR 9rrors x pEL— SUBSTRATE VARIES. SEE 0 4 n y 4 REQUIREMENTS. es�ow- o �a77 ANCHOR SHEETU2E ON cc FOR cal,n 0ll TT REQUIREMENTS. m 0 C, W z ¢ QDp Q� ao� G w z Ej = o Qo9 0[] 0L--j 9EE P^W=y INTERIOR INSTALLATION ANCHORS. ❑ a 4 c ¢33 PLAT HEAD WOOD SCREW INSTALLATION ANCHORS. FLAT 5`�O o HEAD ANCHOR SCREW SHOWN. ..y SHOWN. SEE ANCHOR pQ Od r."�''1O =p SEE ANCHOR SCHEDULE ON ❑ O s g _ LL�� SHEET 2 FOR ADDTIDNAL T,p� k" SCHEDULE ON SHEET 2 REQUIREMENTS AND HEX HEAD _:< Z N Y FOR ADDITIONAL l� m u2 L' y REQUIREM SANAD SCR SCREW INSTALLATIONEW . N 40. INSTALLATION. 16 4/4,mAx' Note 1: Panel fixed by #8FH x 1.25", 3" from each R S9 SH3M SPACE corner and then 8" on center. ONLY REQUIRED WHEN i l XXO OR OXX CONFIGURATION WITH FIXED PANEL IS USED. w a Note 2: Interlock fixed by #8FH x 1.5", 3" from each J corner and then 14" on center. RoteR J.Amoroso,P.E. Florida P.E.No.49752 `=+ eV= Digitally signed by Robert)Amoruso Date:2020.09.25 09:02:12-04'00' SERIES 9700 SLIDING GLASS DOOR APPLICABLE 2-TRACK XX & XO DOOR CONFIGURATION HORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER PERIMETER SEALANT BY SEALANT By OTHERS EXTERIOR OTHERS W 'OTE 2 LAMf—ICU GLAZING ELOW. 6 p NOSESE a 00 n_1 DETAIL A SHOWNSLOW' C L) 0< SUBSTRATE VARIES. SEE (TYP). SEE SHEET ANCHOR SCHEDULE ON SHEET 2 FOR-- cc LJ REQUIREMENTS. LLLJ SEE NOTE 2 SUBSTRATE VARIES. SEE INSTALLATION ANCHORS. ANCHOR SCHEDULE ON FLAT HEAD WOOD SCREW SHEET 2 FOR— SHOWN. SEE ANCHOR� REQU€REMENTS. 0 SCHEDULE ON SHEET 2 01 , S 7� FOR ADDITIONAL REQUIREMENTS AND HEX `7 HEAD SCREW INSTALLATION, 1/4" MAX, INTERIOR 1/4" MAX. SHIM SPACE INSTALLATION ANCHORS, FLAT HEAD SHIM SPACE WOOD SCREW SHOWN. SEE ANCHOR SCHEDULE ON SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX IT HEAD SCREW kNSTALLATION. Note 1 : Panel fixed by #8FH x 1 .25", 3" from each corner and then 8" on center. ONLY REWIRED WHEN XO OR OX CONFIGURATION WITH FIXED PANEL IS USED. Note 2: Interlock fixed by #8FH x 1 .5", 3" from each corner and then 14" on center. FloridaRa6ad J.Amomsa,P.E. P.E.No.49752 Digitally signed by Robert.)Amorusd Date:2020.09.25 99:02:21 -04'00' 0 0 w � g iSI �o a O °a 0 6 NOMINAL NOMINAL m m LAM' IGU LAMINATED LITE: 3/16" LAMI IGU LAMINATED LITE: 3/16" vi = HEAT TREATED GLASS x ANNEALED GLASS x b o 0,075 VANCEVA 0.090 SAFLEX PVS INTERLAYER BY INTERLAYER BY °o 3/16" EASTMAN CHEMICAL x 3 16 EASTMAN CHEMICAL x 4 TEMPERED 3/16" HEAT TREATED TEMPERED- 3/16" ANNEALED a m S r ¢ z GLOSS GLASS GLASS GLASS `�t° '� -- o a 0.375" SPACER 0.375" SPACER W J o z � OURASEAL AIR SPACER (QUANEX) DURASEAL AIR SPACER (QUANEX) G�„q Q y SNAP-IN SNAP-IN } a„A RIGID RIGID ,.-,0 3 - VINYL VINYL a^� ' GLAZING ❑ GLAZING S ° m 6'BEAD NEOPRENE SETTING BEAB NEOPRENE SETTING z sLL BLOCKS W€TH 70 TO BLOCKS WITH 70 TO 90 SHORE A 90 SHORE A DUROMETER DURCMETER HARDNESS HARDNESS 3R c aim EXTERIOR INTERIOR EXTERIOR INTERIOR O GLAZING DETAIL A GLAZING DETAIL B LAMINATED IGU LAMINATED MU INTERIOR GLAZED WITH DOW 995 BACK-BEDDING INTERIOR GLAZED WITH DOW 995 BACK-BEDI)ING Robert J.Amoroso,P.E. Flodde P.E.No.49752 w..'cr N.i.....•.,, Digitally.signed by Robert)Amoruso Date:2020.09.25 09,02:31 -04'00' rc Part Color QTY -Description/Part No. �VendorlVendor Part No. a a Vinyl MainFrameCw CW 4 Main Frame, Cream White Vision 3800 MainFrameALM ALM 4 Main Frame, Almond Vision 3800 0 8 MainFrameSS SS 4 Main Frame, Sand Stone Vision 3800 CL pW p PanelCW CW 16 Main Sash, Cream white Vision 1219 PaneIALM ALM 16 Main Sash,Almond Vision 1219 Pane1SS SS 16 Main Sash, Sand Stone Vision 1219 InferLockCW CW 6 Interlock Vision 1221 N InterlockALM ALM 6 Interlock Vision 1221 InterlockSS SS 6 Interlock Vision 1221 TrackcoverCW CW 6 Track Cover Vision 1500 6} TrackcoverALM ALM 6 Track Cover Vision 1500 Z ¢ Z 5 Z Z TrackcoverSS SS 6 Track Cover Vision 1500 r�x spa g- GlazBCW CW 16 Glazing Bead, Cream White Vision 2364 ~'U-0 z GlazBALM ALM 16 Glazing Bead,Almond Vision 2364 n GlazBSS SS 16 Glazing Bead, Sand Stone Vision 2364 u ` ScrenTrack 1 Screen Track Alum Tifton T-12309 DoorTrack 3 Door Operable Track Alum Tifton T-61704 R-g FixPanelRiser 1 Fix Panel Riser Alum Tifton T-61705 w � � ThresholdCover 3 Threshold Cover alum Tifton T-61706 Jp SillRiser 1 Sill Riser 1.87 Tifton T-10269 Reinforcements PanelReinf 16 Panel Reinforcement Tifton T 51344 CornerReinf 16 Panel Corner Reinforcement Tifton T 51344 Robert J.Aorbr—,P.E. 4752 HeadBlock 2 Head Block(Operable panel 2 & 3 at meeting rail) Tifton T-10267 Digit Rondo P.E.No.49752 y signed by 'Vi'l:,",�,,y Robert J Amoruso Date: 2020.09.25 09:02:41 -04'00' 4 K Part jC010rjQTYj Description/Part No. Vendor Vendor Part No. Hardware Handleinside 1 Inside Handle CD-600 �LL Handleoutside 1 Outside Handle CD-571 W Nlortislock 1 Mortis Lock, 2 Pt M0024571M002459 � 4° Keeper 1 Keeper M005571M00559 KeeperShim 1 Keeper Shim, .250 Roller 2 SGD Roller Custom TA 88-PRSSN-166-MR SGDBumper 1 SGD Bumper Shim a o Frame Gasket 2 4 Trk Frame Gasket vi = G o � O Screws a' Roller Screws 2 #8Fh x 1 per roller a a m a` Z <` LD 77Qzr Keeper Screw 2 #10Ph x 1 G z a Mortis #8Fh x 1 z O N LL Astragal Screw 8 #10Hex x 3 Drill Pt, 3"from end & 14"on center o a m ! q Interlocks 8 #8Ph x 1 112 Drill pt screw, 3"from end& 14"on center wLL Fix Panel 8 #8Ph x 1 1/2 Drill pt screw, 3"from end & 14"on center Fix Panel Bracket 6 #8Ph x 314 Drill pt, 2 sill, 4 sides Head Block Screw 2 #8Ph x 1 1/2 Drill Pt Per blockt Wstp Frame Wstp 8 0.270bk x 0.290ht , 4 rows, Head, sill and Jamb Interlock Wstp z 0.270bk x 370ht, 2 rows per interlock Screen Ro6eN J.Amoruso.P.E. Screen Frame 4 9700 SGD Screen Frame Shapes FLndd.P.E.N..40T52 Corner Key 4 Screen Corner key Vision 10310 Digitally Screen Handle Internal Blk 1 Screen Handle Internal Vision 1449-02 signed by Robert) Screen Handle External Blk 1 Screen Handle External Vision 1449-01 ��o yEy q`' is aw-u 'A Amoruso SlL -s` . Screen Handle Lock 1 Screen Handle lock Vision 1449-04 o=.:k. ,rE:>f ;4;=Date: Screen Lock button Bk 1 Screen Handle Lock button Vision 1449-03 �r ua° 2020.09.25 Screen Keeper 1 Screen keeper Vision 52401-1 09:02:53 04`00'