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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Yage i of 2. 4;... 0C,e _r _. .. *�:�a�.lat`:.. • "�"cay��'�''^i+'�a �...."�> l+��-,�P�.P'�,jr� °��a<+�i r ,.:-.nay .S�'� "� ;t •• .. '" - ffCerG-swe;� ..,�+,sAa�,s-mao_.,�.L%,,a4.iS.i,.� E a�,ti.d>�L:a.t.•�: lrnnc! BCIS Home Log In User Registration + Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map - Unks Search Business {{ Prod ct Approval Professional Uj, USER:Public User IY1@ Product AOpfoval Menu>.Product or ApDlicarion Search>Aoolication D9t>Application Detail /��`` l�:.'. ,,,�+' •^ (g,� < 3` Application Type Mew q ^ L Fj1c' Code version 2054 1:• 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 MI Windows and Doors Address/Phone/Email 550 West Market Street Gratz,PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email _ Quality Assurance Representative Address/Phone/Email Category Windows Subcategory: Single Hung Compliance Method Certification Mark or Listing Certincation Agency American.Architectural Manufacturers Association Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards - Certified By Product Approval Method Method i Option A Date Submitted 07/14/2015 Date Validated 07/14/2015 Date Pending FBC Approval Date Approved 07123/2015 Summary of Products httn://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgt2ZOX6B2YlUu80... 10/19/2015 Florida Building Code Online rage z oi FL# Model,Number or Name Description 17894.1 3500'l 36x72 Fin Frame Limits of Use Certification Agericyfertifi�t Approved for use In HVHZ;No Fi6l r '. C "C PC 3, -odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration 115154 Impact Resistant.No OS/02/2016 Design Pressure: +50/-60 Installation Instructions 1-1 Other: -1150.Units must be glazed In accordance with ASTM E1300- FLI 7894 RG 11 Instajja5MZt5-3500HP SH FIN 36X72,I)df 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party! 17894.2 13500 HP 36x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17694 RO C CAC APC 36x72 Finless.pdr Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date. Impact ResistaftV.No 05/0212016 Design Pressure.+50/-60 Installation Instructions Other:H-R50 Rz17894'RO�90 36v77 p Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17694 RD AE 5124108 36x72.pd Created by Independent Third Party:Yes 17694.3 13500 HP 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL17894.Rn C CAC_APC 52 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/02/2016 Design Pressure:+50/-50 Installation Instructions Other:1-1-1150.Units must be glazed in accordance with ASTM E1300-04 FLI 7894 RO 11 Install Instructs-359QHP SH FIN 52x84,pdr Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17094.4— 3500 HP 52x84 Finless Frame L€colts of Use Certification Agency Certificate FL17824_6Q CAL tnlg.s - If _Q�f_ C 52x84 F lIipR;v6d f6i 6i o6tslde,HVHZ:Yes 111160 Quality Assurance Contract Expiration Date OS/02/2016 Design-Pressure-,,1+Sgjz50__j Installation Instructions I OtQW FL17894 RO 11 OS-017308 52vg4.od( Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports LL17894-RO AE 51241`8 52X84pd 1 Created by Independent Third Parry:Yes EE Contact Us IPAR North Monroe Street.Tallahassee FL 32299 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CoI3111*1111t 2007-2013 State of Flor(ria,::Privacy Statement:;Acoessibility Statement::Rerund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-retards request,do not send electronic mail to this entity.Instead,contact the office by plione of try 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 emalls provided may be used for official communication with the licensee.However email addresses am public record.if you do not wish to supply a personal address, please provide the Department with on email address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please dick here. Product Approval Accepts: IQ_Wl littp://floridab.uild7ing.orp,/,Dr/pr�_ap,p—dtl.aspx?param=wGEVXQwADqt2ZOX6B2YlUu80... 10i19/2015 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 1 05/03/13 R.L. 9 REVISED NSTALLATION DETAILS 07/10/15 R.L. NOTES' 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3116" TAPCONS WITH 1, THE PRODUCT, SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE INSTALLATION DETAILS. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. '16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 4, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 118.7, ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR INSTALLATION INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH'SPECIFIr-D BELOW: 5. WHERE WOOD BUCK THICKNESS 15 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 FASTENED 70 MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, WINDOW UNITS MAY B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. BE ANCHORED-THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH. f'rn=2,OCOPSI MINIMUM. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE: STEEL 180A (.048") -Y=33KSI/FU=52KSI OR 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED ALUMINUM, 6063-75 FU=30KSI 1/8" THICK MINIMUM COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT is PROVIDED, 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK To BE 1)4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS, 10. WIND LOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS, 11. FRAME MATERIAL: EXTRUDED RIGID PVC, 12. UNITS MUST BE GLAZED PER ASTM E1300-04. IMPACT ECT 13. APPROVED PROTECTIVE SYSTEM LlSRE_0_WaEq FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 11 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0711312015 MlWINDOWS AND DOORS 650 WEST MARKET ST \\``\r, R- L 0 �s ..... GRATZ, PA 17030-0370 '\o E Alq TABLE OF CONTENTS SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW o 61 SHEET'NO. DESCRIPTION ALUMINUM REINFORCED - NON-IMPACT f roF NOTES NOTES TA DRAWN: DWG No, 4 0 1110' 2 ELEVATION R.L. - - NAL 5— INSTALLATION DETAILS SCALE NTS DArE 06/06/12 SHEET 1 OF 5 REVISIONS REV DESCRIPTION DATE - APPROVED 52" MAX FRAME WIDTH A REVISED ANCHORS 05/03/13 R.L. 6" MAX 20 6" MAX 8 `REVISED INSTALLATION DETAILS 07/10/15 R.L. MAX O.C. , 6" MAX ANCHORS TO BE ® / EQUALLY SPACED REFER TO CHART THIS PAGE '• / FOR NUMBER OF ANCHORS Number of anchor locations required 15" REQUIRED. Frame Frame width In► MAX O.C. / . Height 96.00 24.00 30.00 36.00 42.00 48.00 52.00 (In) Head Jamb Head Jamb Head amb Head Jamb Head Jamb Head amb Head Jamb 24.00 2 2 2 2 2 2 3 2 3 2 3 2 3 2 84,. 30.00 2 2 2 2 2 2 3 2 3 2 3 2 3 2 MAX 36.00 2. 3 2 3 2 3 3 3 3 3- 3 3 3 3 FRAME 42.00 2 3 2 3 2 3 3 3 3 3 3 3 3 3 HEIGHT 48.00 2 4 2 A 2 4 3 4 3 4 3 4 3 4 / 54.00 2 4 2 4 2 4 3 4 3 4 3 4 3 4 / 60.00 2 5 2 5 2 5 3 5 3 5 3 5 3 5 / 66.00 2 5 2 5 2 5 3 5 3 5, 3 5 3 5 / 72.00 2 6 2 6 2 6 3 6 3 6 3 6 3 6 78.00 2 6 2 6 2 6 3 6 3 6 3 6 3 6 84.00 2 6 2 6 2 6 3 6 3 6 3 6 3 6 5 MAX SERIES'3500 HP FLANGE PVC SINGCE-R NG WIW �— EXTERIDR-VIEW_.� DESIGN PRESSURE RATING IMPACT RATING t50.OPSF NONE SIGNED:07/13/2015 MI WINDOWS AND DOORSR. Lo4j 650 WEST MARKET ST O'� GRATZ, PA 17030-0370 SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW =*• 1o, 51 k ALUMINUM REINFORCED — NON—IMPACT ELEVATION AND NOTESO,e STATE OF DRAWN: DWG NO. DATE 08-01730 SCALE NTS 06/06/12 2 OF 5 7/16 MIN. REVISIONS KEIElGE DISTANCE REV DESCRIPTON DATE APPROVED FOR2X A REVISED ANCHORS 05/03/13 R.L. B REVISED INSTALLATION DETAILS 07/10/15 R.L. 1/4" MIN,MBED+nEnIT BACKER ROD J1/4" MAX. do APPROVED SHIM SPACE 1 1/4" MIN. _ _ 1/4" MAX. SEALANT EMBEDMENT SHIM SPACE #8 WOOD SCREW .. 7/16" MIN. EDGE DISTANCE INTERIOR r #B WOOD SCREW WOOD FRAMING =�� INTERIOR OR 2X BUCK (�llJBY OTHERS F EXTERIOR t ✓' Q- EXTERIOR BACKER ROD— & APPROVED SEALANT JAMB?INSTAL TITION•DETA'L SILL TO BE SET WObD FRAMIMG.OR:2X43UCINNSTAL4ATION IN A BED OF APPROVED SEALANT 8 BACKER ROD O & APPROVED 1/4" MAX. SEALANT SHIM SPACE NOTES. 7. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. WOOD FRAMING 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE .OR 2X BUCK DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS SIGNED,07/13/2045 VERTICAL CROSS SECTION X711111// MI WOOD FRAMING OR2YBUCKINSTALLATION WINDOWS50 WEST TDOORS R L0q��� ST GRATZ, PA 17030-0370 1\v,•�\CENSE•J��� SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW ?� ,.661 •�� ALUMINUM REINFORCED — NON—IMPACT ( LDt• _ ELEVATION AND NOTES ,• TATE OF 0 •�tB` DRAWN: D14G N0. REV �iFS'c<OR10Q'•G\Z'�� SCALE DATE 08-01730 B //77S1OfqA`1EC\�\\\ NTS 06/06/12 3 OF 5 REVISIONS REV DESCRIPTION DATE APPROVED 3/a" MIN EDGE DISTANCE I A REVISED A\CHORS 05/03/13 R.L. 1/4" MAX. 8 REVISED INSTALLATION DETAILS METAL - r SHIM SPACE STRUCTURE -i BY OTHERS APPROVED SEALANT 1/4" MAX, SHIN SPACE INTERIOR TS SMS OR 3/4" MIN. SELF DRILLING EDGE DISTANCE SCREW #8 SOR. SELF DRILLING SCREWS EXTERIOR INTERIOR M ETAL UCTURE ByOTHERSBACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION i SILL TO BE SEI IN A BED OF APPROVED SEALANT BACKER ROD ❑ & APPROVED SEALANT 1/4° MAX. NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, METAL- - NOT SHOWN FOR CLARITY. STRUCTURE 2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE BY OTHERS DESIGNED INACCORDANCE WITH ASTM E2112 SIGNED:07/13/2015 VERTICAL CROSS SECTION U I I t I MI WINDOWS AND DOORS METAL STRUCTURE INSTALLATION \\��5 R L0���i� GRATZwPA 1703070370650 EST MARKEST �'*r\'�CENy+�9Bi�i� SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW =*• 0y 61 *^ ALUMINUM REINFORCED - NON-IMPACT - ( ytTr ELEVATION AND NOTES o � STATE OF ,•t4� .�� DRAWN: L N: DWG NO. 08-01730 RB %O���s/��R�QP;G\�\� SCALE NTS DATE 06/06/12 SHEET4 OF 5 ��i�1�NAI�E``�\� REVISIONS 2 1/2" MIN. -- { EDGE DISTANCE I REV DESCRIPT.ON DATE APPROVED —'T— ° A REVISED ANCHORS 05/03/13 R.L. CONCRETE/MASONRY BY OTHERS "° a " " B REVISED INSTALLATION DETAILS 07/10/15 - R.L. 1 1/4° MIN. OPTIONAL 1X BUCK –� " ° ° " ° ° 4 " EMBEDMENT 1 1/4" MIN. __ 1/4° MAX. SEE NOTES 3 – 7 EMBEDMENT SHIM SPACE SHEET 1 CONCRETE/UASONIRY OCA BY OTHERS BACKER ROD & APPROVED SEALANT �� o SHIM SPACE °° c OPTIONAL IX BUCK SEE NOTES 3 – 7 3/16" TAPCON SHEET' 1 3/16" TAPCON V a y • I o INTERIOR C+1�'ahau�l t EXTERIOR 2 1/2" INTERIOR MIN, L� . EDGE L q r 3 DISTANCE BACKER ROD & APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION BACKER ROD NOTES: & APPROVED SEALANT o e� � 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4" MAX. NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK J SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 – 7 0O�� DESIGNED 1N ACCORDANCE WITH ASTM E2112 SHEET 1 CONCRETE/MASONRY \ SIGNED:07/13/2015 BY OTHERS – \� ° " ° °a " 4 ��11111111/ MI WINDOWS AND DOORS R L c ° " 650 WEST MARKET ST O J ° GRATZ, PA 17030-0370 SERIES 3500 HP FLANGE PVC SINGLE HUNG WINDOW :*; �''oyy�61 ` ALUMINUM REINFORCED – -NON–IMPACT ELEVATION AND NOTES ��, TATE OF •�� VERTICAL CROSS SECTION CONCRETEiMASONRYINSTALLATION R`+ �': Dwc 111), 08-01730 RB �0 #� SCALE DATE SHEET 7//7/0NA111`MMX NTS 06/06/12 5 OF 5 Florida Building Code Online Page 1 of 2 ;'r C •f�i� mat .�..e. 7 ��ges..nc-4 -. -'_- _'---m_.:..� i'�:"�:::szs L_.�s�.•=_r_,w..;�.i_.r✓.�N�s..}s•`�xsk:.'r...: j h;c - «^•1; BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Ffa ` .;�.,.R^ lid P Links Search BusinesIs„4i� _ ' `� Product Approval �' �7 `� Professional �, ; ` � P USER:Public User �c f R,,, Il:a-tll11tt� PmouO.Auoruval hlenu>Product or Application Search>Application List>Application Detail J� ��: •� - � `�'"v FLu FL-1-334T-R4 j Application Type Revision' Code Version - Application Status Approvee d_ p oved by DBPR.Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 EM 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Represeritative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M.Urich,PE J Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard year AAMA/WDMA/CSA 101/IS 2/A440 2008 Equivalence or Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/06/2015 Date Validated 04/06/2015 Date Pending FBC Approval Date Approved 04/09/2015 .Summary of Products i http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquF sbTbi%2b3 jRciS... 10/19/2015 Florida Building Code Online Page 2 of 2 FL# IModel,Number or Name Description 13349.1 3580 HS 53x50 Finless Frame Insulated Glass j Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13349 R4 C CAC APC C4784.01-109-47cR0 3580 HS FLS 3-41G Approved for use outside HVHZ:Yes 1-BA -,X50 R25fX0 121916.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+25/-35 12/19/2016 j Other:HS-R25 Installation Instructions FL13349 R4 11 08-02256.odf Verified By:Luis R Lomas PE-62514 Created by Independent Third Party:Yes ! Evaluation Reports ! FLi3349 R4 AE 512999.adf Created by Independent Third Party:Yes {13349.2 3580 HS 53x5O Fn Frame Insulating Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLS 3349 R4 C CAC APC 04785.01-109-47-R0 3580 HS FIN 3-41G Approved for use outside HVHZ:Yes 1-SA 53XSO R2'>fXDI/12191 -DP-$OOSf.Odf ! Impact Resistant:No Quality.Assurance Contract Expiration Date Design Pressure:+25/-50 12/19/2016 ! Other:HS-R25 Installation Instructions j FL13349 R4 IT 08-02256.0f ! Verified By:Luis R Lomas PE-62514 j Created by Independent Third Party:Yes j Evaluation Reports FL13349 R4 AE 512999.odf ! Created by Independent Third Party:Yes Gsck. s;gala Contact Lis::1940 North Monroe Street.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 dick h re_ Product Approval Accepts: LEI ii iC�cc4.. . http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquFsbTbi%2b3* iS... 10/19/20,15 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF-THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED RIGID PVC, 6. UNITS MUST BE GLAZED PER ASTM E1300-04. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR V59TH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM, ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR FIN ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 96 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4° MINIMUM EMBEDMENT INTO SUBSTRATE. ANCHORS TO BE EQUALLY SPACED. 10, FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4° MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR FRAME ANCHORING INTO METAL STRUCTURE USE N8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM,COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR .GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM SIGNED: 11/27/2013 MI 650 WET MARKET STRS REET `\\��\S It..Lo GRATZ, PA. 17030-0370 ��v•• GENS 98i�� TABLE OF CONTENTS SERIES 3580 PVC HORIZONTAL SLIDING WINDOW _*• 0 51 SHEET n0. DESCRIPTION 53" X 50" NON IMPACT - REINFORCED � � + NOTES 1 NOTES DRAWN: OWC N0. REV �'c°°'c[ORIOQ;••'l��\ 2 ELEVATIONS SJ.CALE DATE 08-02256 - IONAi1QC�G���\ 3 - 6 INSTALLATION DETAILS NTS 11./27/13 1 OF 6 RLVISIDNS REV DESCR;P11DN OATE APPROVED 53" MAX' WIDTH 25'• - 53" MAX INID T H 4" MAX MAX 4" MAX 9. 4' O �s O.C. I VAX .C. - O CX 2° MAX - — — 4" MAX ' 2" MAX •. - e r f 21 MAX 9" O.C. MAX C.C. MAX HEIGHT I MAX •. �• HEIGHT i I • i i i 2„ MAX i �• ,RIES'3580 PVCHCRIZ0 VT-AL SLIDING-WINDOW SERIES 3580 PVC HORIZONTAL SLIDING WINDOW EXTERIIOR=VIEWFRAME'1NSTACLpgTION, aiiy EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +25`0/35 OPSF NONE +25.01-50.OPSF NONE . fit fie' RS M16W�IWESTNDOW M RKDOOET TREETNC \�\\\\5 R 11�1D?i���i� GRATZ, PA. 17030-0370 `�v•-\G ENS9s�� SERIES 3580 PVC HORIZONTAL SLIDING WINDOW = Jp6 53" X 50" NON IMPACT - REINFORCED = /`g(tic ELEVATIONS �� sTAT OF 40:z DRAWN: DW'G 110. REV 0'P••FC0RIOP••��� SCALE DATE 08-02256 - //SS,ONA 11��G\��, . NTS 11/27/13 2 OF 6 1/2" MIN. REVGONS EDGE DISTANCE REV I DATE APPROVED 1 1/4" MIN. 1/4" MAX. GVL-451-020 EMBEDMENT SE SMS OR SHIM SPACE REINFORCEMENT SELF DRILLING REINFORCEMENT i SCREW � REINFORCEMENT rNrERIOR WOOD FRAMING ¢ OR 2X BUCK BY OTHERS 1/4" MAX. 3/8 MIN. L1 j; SHIM SPACE '"CI =1m:11EDGE DISTANCE APPROVED 70 1 1/4" MAX. Quill t} UUII� SEALANT METAL L] SHIM SPACE STRUCTURE o 2 J n 8 SMS OR �I BY OTHERS >� a�IJ SELF DRILLING SCREWSJ. B WOOD A;'-?ROVED 00 0VIETAL 0 SCREW SEALANT a STRUCTURE BY OTHERS APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 1/4" MIN. _ 1/4" MAX. INTERIOR EXTERIOR EMBEDMENT f SHIM SPACE GVL-451-020 INTERIOR RF-104S-020 INTERIOR REINFORCEMENT EXTERIOR REINFORCEMENT 1/2" MIN. EDGE DISTANCE na o� o Ll iii a- SILL TO BE SET NOABE #8 WOOD APPROVED SET ABED OF I BED OF SCREW a q p o� Qo SEALANT STRUCTURAL SILICONE STRUCTURAL 01 SILICONE WOOD FRAMING r ( 1/4" MAX. o OR 2X BUCK SHIM SPACE BY OTHERS APPROVED WOOD FRAMING C� O C �' 1/4" MAX. SEALANT EXTERIOR' OR 2X BUCK �' JAMB INSTALLATION DETAIL BY OTHERS SHIM SPACE APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT —� METAL-""f VERTICAL CROSS SECTION STRUCTURE VERTICAL CROSS SECTION WOOD FRAMING OR2XBUCI(INSTALLATION BY OTHERS METALSTRUCTUREINSTALLATION MI WINDOWS & DOORS INC \\�\ R�ILro/%/i 650 WEST MARKET STREET \\ \ 04f1111" GRATZ, PA. 17030-0370 `�v•�\GENS�;95�� NOTES: SERIES 3580 PVC HORIZONTAL SLIDING WINDOW _ 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 53" X 50" NON IMPACT - REINFORCED - 'fgg(�E� NOT SHOWN FOR CLARITY. FRAME INSTALLATION DETAILS IPATrO'F 'r` 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWG\0. REV PCOR10 G\Z'\� SCALE DATE O8 502E256 NTS 11/27/13 3 OF 6 AIL 2 1/2" MIN. REVS.'ONS CONCRETE/MASONRY EDGE DISTANCE REV DESCRIPTgN DATE APPROVEO BY OTHERS e, 4 ° •� a OPTIONAL 1X BUCK 4 ° ° TO BE PROPERLY n • 1 if4" FAIN. EMBEDMENT ,SECURED SEE NOTE 3 SHEET 1 1 f C1�L� f APPROVED J 1/4' MAX. _I 1 1/4" MIN. O O SHIM SPACE SEALANT EMBEDMENT c a` CONCRETE/MASONRY 3/1 G" TAPCON BY .OTHERS � •o I • OPTIONAL IX BUCK TO BE PROPERLY `> ! SECURED 1 SEE NOTE 3 SHEET 1 1/4" MAX. 3/16" TAPCON �° • SHIM SPACE GVL-451-020 INTERIOR REINFORCEMENT RF-104S-020 REINFORCEMENT , EXTERIOR INTERIOR I u 0 000 0 11111 � i � l�li/llgplf'!lA� Lj 2 1/2" tl. El EDGE o D ID •. 0 DISTANCE • a e V APPROVED EXTERIOR c APPROVED � SILL 'f0 BE SEALANT JAMB INSTALLATION DETAIL SEALANT SET IN A BED OF CONCRETE/MASONRYINSTALLATION i^a STRUCTURAL SILICONE OPTIONAL 1X BUCK \ O NOTES: TO BE PIX BUCK 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, RLY SECURED U 0 I SHIM SPACE- NOT SHOWN'FOR CLARITY. 2.PER11,4ETER AND JOINT SEALANT 8Y OTHERS TO BE SEE NOTE 3 SHEET 1 �-1- DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASDNP•Y BY OTHERS . ° , a FSERIES WINDOWS & DOORS INC \���111111rrlii ,4< ° ° . ° • 650 WEST,MARKET STREET \\�\5 R•LO�l17�Aii e' GRATZ, PA. 17030-0370 `�\J•�\C EN y-9S�i' 4 0 PVC HORIZONTAL SLIDING WINDOW *! � oyBy?61VERTICAL CROSS SECTION 50" NON IMPACT — REINFORCED c — CONCRETEMASONRYINSTALLATION FRAME INSTALLATION DETAILS STAT Oiv\ DRAWN; owc No. REv i�'O• 'PCOR104;•���� �J. Fs'•...• . SCALE EDATE 08 s02E256 NTS 11/27/13 4 OF 6 1 1/4" MIN. REVISIONS #B WOOD EMBEDMENT REV DESCRIPTION DATE APPROVED SCREW WOOD FRAMING BY OTHERS 1111111111K 1/4" MAX. SHIM SPACE 7/16" MIN `-- EDGE DISTANCE LOL7(� f WOOD FRAMING SHIM SPACE 8Y OTHERS #'6 WOOD SCREWGVL-45'i—020 RF-1045-020 INTERIOR EINFORCEM,ENT REINFORCEMENT EXTERIOR 1 1/4" m INTERIOR EMBEDMENT o �a o 7/16" rnlrl EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL FIN WITH J•CHANNEL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE 7/116" MIN uU l EDGE DISTANCE / - - #8 WOOD—// WOOD SCREW FRAMING 1 1/4" MIN. BY OTHERS EMBEDMENT MI 6W�INDOWWESTS�&KDOORS KET STREET R�I LI0 VERTICAL CROSS SECTION GRATZ, PA. 17030-0370 v•'�GENs',9J;%� FIN WITH J•CHANNEL F WOOD FRAMING OR 2XBUCK4NSTALLATION SERIES 3580 PVC HORIZONTAL SLIDING WINDOW NOTES: 53" X 50" NON IMPACT - REINFORCED 9 J✓/'t/( - 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FIN INSTALLATION DETAILS ��0, STAT �� NOT SHOWN FOR CLARITY �.t�'• p �� DRAWN: orrc:va, REV 'x ZOR2.PERIMETER AND I�,• DESIGNED IN ACCORDANCE WII TH ASTM E211T BY 2S TO BE J.SCALE. DATE 08-02256 / SS1ONA 11E��\�� NTS 11/27/13 ISHEET5 OF 6 REVISIONS ' REV DESCRIPTON DATE APPROVED y8 WOOD __ 1 1/4" MIN. SCREW I EMBEDMENT WOOD FRAMING BY OTHERS 1 --- 1U111{11g111 \� ( 1/4" MAX. SHIM SPACE 7/1I MIN �— n�OO EDGE;DISTANCE � o �U 'rrooD FRAMING —I -- 1/4 MAX BY OTHERS SHIM SPACE (+8 WOOD SCREW RF-104S-020 GVL-451-020 REINFORCEMENT INTERIOR REINFORCEMENT EXTERIOR 1 MIN INTERIOR EMBEDMENT aJ J j 10 El 7/16" MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL Q FIN WITHOUT J•CHANNEL WOOD FRAMING OR 2X BUCK INSTALLATION 1 no l� 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE � 4'700D _// FRAM I N G #8 WOOD 9Y OTHERS MI WINDOWS & DOORS INC SCREW 650 WEST MARKET STREET 0M MIN. GRATZ, PA. 17030-0370 ��v••\GENS' 9B'�i� EMBEDMENT = N, R SERIES 3580 PVC HORIZONTAL SLIDING WINDOW *• 0 61 rf= VERTICAL CROSS SECTION NOTES: 53" X 50" NON IMPACT - REINFORCED /Jb<*� - FIN WITHOUTJ-CHANNEL 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FIN INSTALLATION DETAILS TATE OF WOOD FRAMING OR 2X BUCK'INSTALLATION NOT SHOWN FOR CLARITY �;0%F DESIGNED IN ACCORDANCE WITH ASTME2112.PERIMETER AND JOINT SEALANT BY 2STOBE [DRAWN;. DWG No. 08-02256 REV � �SS���RI ENTS. oar 11/27/13 SNEET6 OF 6. //11j1�IN1�1111\\�\ '. Florida Building Code Online raG 1 u1 �L@1.c'sr-_ •5 n T yu •tk"': ar' 3� ,`,., y '� a r `�--x�' #,�,�, s� ��ryrr •.T k p � _h `t `i;;".i.'1 j ?',��r i C:1•'!}'u BaS Home Log In User Registration Hot'ropics Submit Surcharge Stats&FactsPublications F8C Staff8C7S Site Map r links Search Busines J id ProdUCtApprovai1 Professional ' USER:Publ -cr �. Rmduc;t.Dnroval 14ani 5 Product or Aoolication Search>Aooilcariop Us[>Application Detail d1�� !!"t• z ..,�.,�,s )s.u,::}711 FL.;r 'L17t 676-81 �•�, ' C+ t#t Application Type Revison Code Version 2014 Application Status Epproved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Mt Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 £art 2560 bsitlingertamiwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Usting Certification Agency American Architectural Manufacturers Association Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year{of Standard} Standard Year AAMA/WDMA/CSA 101/1.5.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/14/2015 Date Validated 07/14/2015 Date Pending FBC Approval Date Approved 07/23/2015 _ ___duc ISummaty Of Prots 'tit„-//flnri(iahiiildin2.orp-/pr/pr app_dti.aspx?param=wGBVXQwtDgvFGYZsjrZFR6fGlo... 8/28/2015 Florida Building Code Online Page 1 or 4 I Fl.# IModel,Number or Name Description ,17676.1 13540 SH 36x74 Fin Frame Limits of Use Certification Agency Ce ficat Approved for use In HVHZ:No FLI 7676 R I C CAC A,n.,4,Fin Approved for use outside HVHZ.,Yes Quality Assurance Contract Expiration bate Impact Resistant-No 04/12/2017 Design Pressure:+35/-50 Installation Instructions Other:LC-PG35.Units must be glazed in accordance with ASTM E1300- FL17676 Ri 11 install-3540 SH 36 X74 F'n,'d'r 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 13540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ.-No FL17676 R1 C CAC APC 3540 Fin 36x8=.a 1�f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/2712020 Design Pressure:+40/-50- Installation Instructions Other:LC-PG40.Units must be glazed in accordance with ASTM E1300- FLI 676 R1 11 In'tall-3540 SH Pin ttgxRA—ff 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 13540 SH 40X66 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL17676 Rl C CA(: APC 3540 Fm 40x66.cd Approved for use outside HVHZ.•Yes Quality Assurance Contract Expiration Date Impact Resistant-No 08/26/2016 Design Pressure-+35/-45 Installation Instructions Other:R-PG35.Units must be glazed in accordance with ASTM E1300- FLl7676 R1 !I jnst.all-.3540 SH Fin 40x66p& 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 13540 SH 144x63 Fin Frame Limits of Usee Agency Certificate Approved for use in HVHZ:No C' RI..0 CAC APC 3540 Fin-�14 i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/26/2020 Design Pressure:+40/-47 Installation Instructions Other:R-PG40.Units must be glazed In accordance with ASTM E1300- FL17676 Ri- 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 RI C CAC APC 3540 Fin 44y,72-ocif Approved for use outside HVHZ.,Yes Quality Assurance Contract Expiration Date Impact Resistant-.No 08/01/2017 Design Pressure:+35/-47 Installation Instructions Other.,R-PG35.Units must be glazed in accordance with ASTM E1300- FL17676 RI N install-3540 SH Fin 44x72.oU 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created reated by Independent Third Pa 17676.6 13540 S5J; 44xB4 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R1 C-CAC APC 3540 Fin 44xR,i.odf Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/12/2017 Design Pressure:+30/-30 Installation Instructions Other;LC-PG30.Units must be glazed in accordance with ASTM E1300- FL17676 RI 11 Install-3-40 SH r,n 4 -Rd—if 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.7 13540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ*No FL17676 RI C CAC APC 3540 Fia_aZ•�4df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.No 05/26/2020 Design Pressurd-.+2S/-2S Installation Instructions Other:R-PG25.Units must be glazed in accordance with ASTM E1300- FL17C376 R1 H instalt.-3540 SH Fin 52x84.pd 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R1 C CAC APC 3541FLS_36x74 odf Approved for use outside HVHZ.-Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/28/2017 Design Pressure:+35/-50 Installation Instructions Other:LC-PG35 FL17676 Ri 11 08-0!252A,511854A.Vo Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports I Created by Independent Third Party.Yes 17676.9-----, 13540 SH 36x84 Finless Frame Urttits.Of Use Certification Agency Certificate (Approved for use -- No FL17676 R1 C CAC APC 3540 FLS 3C df (.Approved for use o Y Z�&� Quality Assurance Contract Expiration Date ��Zld.- V'HZ- es ImpacCResistatit.No 07/27/2020 InsWilation Instructions Oth-eMI-C-PG40FI-17676 R1 11 08-0I372 511989,Dd Verified By:Luis R.Lomas,PE PE-62514 httt)://floridabuildinp-.org/pr/t)r�_apn—dtl.aspx?param=wGEV'/-'.%nwtDqvFGYZsjrZFR6fGl o... 8/28/2015 Florida Building Code Online Page 3 of 4 Created by Independent Third Party:Yes Evaluation Repor[s FI r767Fj RS AE 511959 3540 FLS 36x84.rCl I Created by Independent Third Party:Yes I 17676.10 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R1 C CAC APC 3540 FLS 44x72.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiation Date . Impact Resistant:No 08/28/2017 Design Pressure:+35/-47 Installation Instructions Other.LC-PG35 FI 17676 Ri it 08-01247A 511849A.pdf Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports -FI-17676 R1 AE S',18 49A 3540 FIs 44x72.ndf Created by Independent Third Party:Yes 17676.11 13540 SH - 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 RI C CAC APC 3540 FLS 48x46 pd£ I { Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/28/2017 Design Pressure:+30/-30 InstallationInstructions Other:LC-PG30 _ FL17676 Ri 0 O CO'371A 51+488A od( Verified By:Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes . Evaluation Reports FL17676 P,1 AE 511988A 3540 FLS 48x96.odf Created by Independent Third Party:Yes 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate iApproved for use in HVHZ:No FL17676 R1 C CAC.APC 3540 FL5 52x62-0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/27/2017 Design Pressure:+35/-35 installation Instructions Other:R-PG35 FL17676 R7 it 08-02269 513015.pdf Verified By:Luis R.Lomas,PE PE-62514 I Created by Independent Third Party:Yes. Evaluation Reports FL37676 Rl AE 513015 3540 FIS S7.x62.pdf Created bpe y Indendent Third Party:Yes 17676.13 13540 SH 5202 Finless Frame Limits of Use Certification Agency Certificate Approvedfor use in HVHZ:No FL17676 R1 C CAC APC 354Q FLS 52x72.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/12/2017 Design Pressure:+30/-30 Installation Instructions j Other:R-PG30 FL17676 RI 11 08-02270 513016.pdf Verified By:Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676'R7 AE 513016 3540 FIs 52x72.odf Created by Independent Third Party:Yes 17676.14 3540 SH 52x64 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No `L17676 R S C CAC APC 3540 FLS 52x84.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/26/2020 Design Pressure:+25/-25 Installation Instructions Other:R-PG25 FL17676 R1 11 08-01514 512.4�1.pdf Verified By:Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R1 AE 512141 3540 FIs 52x84.pdf !I Created by Independent Third Party:Yes 17676.15 13540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL17676 R1 C CAC APC(12775)A2726-01-109-47- Approved for use outside HVHZ:Yes R2 C7326.01 3 40 AWS 1G FlN 48X72.R35.(07201")Rev. f i Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 07/20/2016 Other:R-PG35.Units must be glazed in accordance with ASTM E1300- Installation Instructions 04 FL17676 R1 11 install in5tnicts-3540,5H FIN 48x72(A$Testedj.po Verified By:American Architectural Manufacturers Association j Created by Independent Third Party: 1 Evaluation Reports - I Created by Independent Third Party: 17676.16 13540 Triple SH 108x74 Fin Frame Triple OHS, Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R i C GAC APC 3540 CHS Fm 108x74 prlf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/12/2017 Design Pressure:+35/-50 Installation Instructions Other:LC-PG35.Units must be glazed in accordance with ASTM E1300- FL17676 RI It instail-3540 SH CHS Fin 108x74.gdf I 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: j Evaluation Reports I __ Created by Independent Third Party: wekd Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1674 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Rehmd Statement http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG l o... 8/28/2015 REVS:CNS 36" MAX, —yI REV DESMPTiON DATE APPROVED WIDTH FRAME .J_ 4" MAX, / — NOTES: ANCHORS TO BE / 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH EQUALLY SPACED, SEE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ANCHOR CHART 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO SHEET 1 FOR UNIT I PROPERLY 1RANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY SIZE AND ANCHOR OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. QUANTITY O / — 84" MAX, 3) 1X BUCK OVER MASONRY/CONCRETE IS FRAME OPTIONAL. WHERE 1X BUCK IS NOT USED HEIGHT DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME IAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH RF-1045-020 STEEL REINFORCEMENT. 7} UNITS MUST BE GLAZED PER ASTM E-1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND _ BORNE DEBRIS REGIONS. 4" MAX. 1 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. �— SHIIA WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 10)FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT EXTERIOR VIEW LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 DESIONPAESSURERATINQ I IMPACTRATINa 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH A-0.0750OP,SF NONE SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" IAIMMUTA EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Numberofanchora 12)ALL FASTENERS TO BE CORROSION RESISTANT. re u/rod at each Jamb 13)INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR Height Panelwidlh(In) MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE (In) 24.0 30.0 30.0 USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 24.0 2 2 2 SPECIFIED BELOW: 30.0 2 2 2 A. WOOD – MINIMUM SPECIFIC GRAVITY OF G=0.42 30.0 3 3 3 B. CONCRETE – MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, 42.0 3 3 3 C. MASONRY – STRENGTH CONFORMANCE TO ASTM, C-90, GRADE IN, TYPE 1 (OR 48.0 3 3 3 - - GREATER). 54.0 3 3 4 60.0 4 4 4 66.0 4 4 4 SIGNED;10/21/201 i 72.0 4 4 6 MI WINDOWS AND DOORS ���1111IJI// 04.0 4 5 5 650 WEST MARKET STREET \\��J�S R.,L pii���� GRANTZ, PA 17030-0370 `�v,'vNOEN0 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW AAT;0F"Wii4r!= 1 STEEL REINFORCED - NON-IMPACT 36" X 84 ='o"TABLE OF CONTENTS ELEVATION, ANCHORING LAYOUT AND NOTES g! SHEET'NO. DESCRIPTION REv i�iP••'PC 6 DRAWN: DWG N0. �s•,ORIOP G\�\� ELEVATIONS, ANCHORING LAYOUTS AND NOTES V.L. 08 31 72 ////s/0NA14�?\' 2 - 3 INSTALLATION DETAILS NTS DATE 10/17/11 1 OF 3 REVISIONS REV CESCRIPTION DATE APPROVED 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FLANGE TO .BE CSO �C SET IN BED OF1/4" MAX. 1 3/16" MIN. 1/4" MAX. APPROVED SEALANT SHIM EMBEDMENT SHIM 'o HEAD TO BE SET IN A. BED OF APPROVED #8 WOOD SCREW CONSTRUCTION SELANT n- INTERIOR 2X BUCK/WOOD FRAMING r �� EXTERIOR � E3 INTERIOR B HERSBE (PROPERLY SECURED JIB`' I TO EXTERIOR FLANGE TO BE SET IN BED OF SILL TO BE SET IN APPROVED SEALANT HORIZONTAL CROSS SECTION © BED OF APPROVED 2X BUCWWOOD FRAMING INSTALLATION CONSTRUCTION ADHESIVE FLANGE TO BE F1 1/4" MAX, SET IN BED OF F 5HIM APPROVED SEALANT NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. BY OTHERSIVOOD, 2XBUCK ITO VERTICAL CROSS SECTION M650(WEST M KED STTREET OOKS ``\��\S 1R ICIp y��� BE PROPERLY SECURED 2XBUCIUWOODFRAMING INSTALLATION GRANTZ, PA 17030-0370 `v• \CENS*.7d)s SERIES 3540 FINLESS PVC SINGLE HUNG WINDOJR.V *�•/�0y�61 *: STEEL REINFORCED - NON-IMPACT 36" X 84 �,fl rlltr�(r'f'>< �_ INSTALLATION DETAILS ���• STAT OF DRAWN: DY7C NO. OS-01372 %�'r�sS/<ORIDG C6 SCALE DATE SHEET NTS 10/17/11 2 OF 3 REVISIONS REV DESCRIPTION DATE APPROVED MASONRY/CONCRETE BY OTHERS OPTIONAL 1X BUCK BY 4. a OTHERS, 1X BUCK TO BE ° PROPERLY SECURED. SEE NOTE 3 SHEET 1 I MAX.FLANGE 70 BE 1/4„ 1MX SETIN BED OF SHIM APPROVED SEALANT 1 1/4•' MIN. _ 1/4" MAX. HEAD TO BE SET EMBEDMENT SHIM IN A BED OF APPROVED CONSTRUCTION SEALANT 3/16" TAPCON MASONRY/CONCRETE ° BY OTHERS a INTERIOR EXTERIOR INTERIOR T 0 r Q — 2 5/8" MIN. ��LI l EDGE DIST. ° ° IJ OPTIONAL 1X BUCK BY EXTERIOR OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE FLANGE TO BE NOTE 3 SHEET i SET IN BED OF SILL TO BE SET IN APPROVED SEALANT p BED OF APPROVED HORIZONTAL CROSS SECTION CONSTRUCTION ADHESIVE MASONRY/CONCRETE INSTALLATION FLANGE TO BE � 1/4" MAX. SETIN BED OF OSS SHIM APPROVED SEALANT --�— a MASONRY/CONCRETE NOTE; INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OPTIONAL 1X BUCK :BY d° ° BY OTHERS NOT SHOWN FOR CLARITY. OTHERS, 1X BUCK TO:BE ° PROPERLY SECURED. SEE NOTE 3 SHEET 1 4 MI WINDOWS AND DOORS 650 WEST MARKET STREET �\\��,••••.M /i, VERTICAL CROSS SECTION GRANTZ, PA 17030-0370 \�v,•v\GENS9tP/� MASONRY/CONCRETE INSTALLATION SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW *• o 51 STEEL REINFORCED — NON—IMPACT 36" X 84 INSTALLATION DETAILS ��0, TAT OF DRAWN: OWG NO. REV �i �S;�C0R0 SCALE 08-013 B 01 372 _ /// O1VA l SC NTS DATE 10/17/11 3 OF 3