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HomeMy WebLinkAboutProduct Approval (2) i Florida Building Code Online 214 1 frT SII ` Business • Professional ,•. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search dprb� Product Approval 4USER:Public User Product Approval Menu>Application Detail FL# FL11413-R6 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer =ncorporatedncorporatedAddress/Phone/Email ap Highway, PA 178514ationwi n dows.com Authorized Signature Tony Procopio tonyp@conservationwindows.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570)339-3374 joek@window-pros.info Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joek@window-pros.info CategoryWindows Subcategory Double Hung 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/NWWDA101/I.S.2-97 1997 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9W uEDH3Kj9XuEWxEn5 Whg4 Vizi%2fvnpS WqM liw"/*3d%3d[2/1/2018 3:41:48 PM] Florida Building Code Online ❑� 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 ONO ON/A FL11413 R6 COC Affirmation FL11413 417-0906 ss odf Product Approval Method Method 1 Option A Date Submitted 01/04/2018 Date Validated 01/04/2018 Date Pending FBC Approval Date Approved 01/09/2018 Summary of Products FL At Model, Number or Name Description 11413.1 Series 2000 Series 2000 Non Impact Double Hung Window Limits of Use Certification Agency Certificate! Approved for use in HVHZ: No FL11413 R6 C CAC NIO06136-R6.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: +40/-40 Installation Instructions Other: FL11413 R6 Ii 08-02705A.p Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports j FL11413 R6 AE 513485A.pdf Created by Independent Third Party: Yes 11413.2 Series 5305 !Series 5305 Impact Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11413 R6 C CAC NIO06382-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2021 Design Pressure: +55/-55 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL FL11413 R6 II 08-02706B.pdf WINDOW& DOOR PROFILES, PLANT 1,VEKA AAMA CERTIFIED Verified By: Luis R. Lomas, P.E. 62514 (DOM-1). Created by Independent Third Party: Yes Evaluation Reports FL11413 R6 AE 13-0129.27-COMP. FL11413 R6 AE 13012927.pdf FL11413 R6 AF 513486B.Ddf Created by Independent Third Party: Yes Ej cm Contact Us:;7601 Blair Stone Road.Tallahassee FIL 32199 Phone,950-497-IR24 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: ane ® WIN eCtecV. Credit Card Safe https://www.f oridabuiiding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv8JygqZ9W uEDH3 Kj9XuE W xEn5 Whg4 V izi%2fvnpS W qM I iw"/u3d%3d[2/I/2018 3:41:48 PMI L. Roberto Lomas P.E. Engineering Evaluation Report 233 W. Main St Danville,VA 24541 Report No.: 513486B 434-688-0609 rllomas oti Irlomaspe.com Manufacturer: Regency Plus, Inc. 2000 Locust Gap Highway Mt. Car el, P 1 8 1 Product Lin Series 5305 Tilt Vinyl Double Hung Window—53"x 77"—Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02706 revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 110-9867-1 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories,York, PA TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, ±55.Opsf design pressure, 8.25psf water penetration. TAS 203-94 Cyclic Pressure loading±55.Opsf design pressure 3. Anchor calculations, report number 513486-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±55.0psf • Maximum unit size: 53"x 77" • Units must be glazed per ASTM El 300-04/09, see installation instructions for glass details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02706 revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). ��111111!/� �\�\5 R L 0 �••��CENSFgci' *• 0 6 51 t� • TAT OF • �_ p�FS'. OR 10P•G��'�� i//ONAt1E?��` 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 05/05/2016 Ar REVISIONS REV OMRIPDON OAIE APPROVED A REVISED RATING 08/14/15 R.L. 8 ADDED FLANGE INSTALLATION DEFAILS 05/04/16 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE BUCK OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. RESLOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVVERER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A.WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2. OR GREATER, BUCK SHALL BE SECURELY B.CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C.MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D.METAL STRUCTURE: STEEL 18GA (.048"), 33KSI OR ALUMINUM 6063—T5 .048' THICK MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MINIMUM 6. 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. 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-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:05/04/2016 REGENCY 2000 LOCUST PG PS HIGHWAY ��\\\\5'R I I�104J/�//i MT CARMEL, PA 17851 `ter•�\CENSE;9(p TABLE OF CONTENTS SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW *M-. TATE �65 53" X 77" — IMPACT �SHEET N0. DESCRIPTION NOTES �' Of {V 1 NOTES DRAWN: owc No. REV �s:cC0R%OV- G\ 2 ELEVATION, ANCHORING AND GLASS DETAILS. SNA ��G 08-502706 B �ii�SlpNAtI������ 3 — 8 INSTALLATION DETAILS NTS 05/27/15 �T1 OF 8 REVISIONS REV DESCRIFDON DATE APPROVED 3" MAX. FRAME WID A REVISED RATING 08/14/15 R.L. MAX. 14" MAX O.C. 6" MAX. B ADDED FLANGE INSTALLATION DETAILS 05/04/16 R.L IL 6" MAX / 2 MAX O.C. _ NOTES: 77 1. MAXIMUM SASH SIZE: 50" X 37" MAX 2. MAXIMUM D.L.O.: 46 11/16" X 33 11/16" FRAME 3. (1) 1/2" X 1/2" TRIANGULAR-SHAPED WEEP HOLE AT EACH END OF HEIGHT INTERIOR SILL TRACK CENTER VERTICAL LEG. X 4. (1) 1" X 1/4" WEEP HOLE AT EACH END EXTERIOR SILL TRACK HORIZONTAL SILL FACE. / 5. (1) 1 1/2" X 1/4" WEEP HOLE WITH WEEP COVER AT 2 7/8" FROM 4 EACH END EXTERIOR VERTICAL SILL FACE 1/8" ANN 7/8" INTERIOR .090" PVB BY SOLUTIA 6" MAX 1/8" ANN 1/8" TEMP EXTERIOR STAINLESS STEEL SYSTEM SPACER 1 7/16" BITE (� SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW C� EXTERIOR VIEW SIKA 552 GLAZING DESIGN PRESSURE RATING IMPACTRATING BACK BEDDING BEAD GLAZING DETAIL SETTING BLOCK t55.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 6 HVHZ SIGNED:05/04/2016 REGENCY PLUS, INC. \��\11L11IIIJI,,, F C� HARDWARESCHEDULE 2000 LOCUST GAP HIGHWAY ` A. 4 COILEDSPRINGBALANCEWITHLOCKINGTILTSHOEATEACHJAMBTRACK MT CARMEL, PA 17851 `�,••�VGENS`e••p�� B. 2 METAL CAM-TYPE SWEEP LOCK AT 12"FROM EACH END OF INTERIOR MEETING RAIL SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW *• 0 6 *= C. 2 METAL KEEPER IN EXTERIOR MEETING RAIL AT LOCK POSITIONS 53" X 77" - IMPACT TATE OF ;�� D. 2 METAL TILT LATCH AT EACH END OF TOP RAIL AND INTERIOR MEETING RAIL ELEVATION REV F. 2 SOLID STEEL PIVOT BAR IE-CAST METAL PIVOT AT EACCATH END OF EXTERIOR MEETING RAIL N.G.CH END OF BOTTOM RAIL DRAWN: DING08-02706 B 4�cisS��R1 G. (1)STEEL REINFORCEMENT CH AN NEL AT ALL SASH MEMBERS SCALE NTS — 05/27/15 SH-2 OF 8 /7r2IlINA�L1\��� REVISIONS 1/2" MIN RE DESCRIPRON DATE APPRorEO EDGE DISTANCE A REVISED RATING 08/14/15 R.L. WOOD FRAMING OR 2X BUCK B ADDED FLANGE INSTALLATION DETAILS 05/04/16 R.L. BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED Q —T 1/4" MAX. SEALANTQ Q� SHIM SPACE 1 1/4" MIN 1/4" MAX. EMBEDMENT r SHIM SPACE INTERI0 HEAD TO BE SET IN A BED OF APPROVED SEALANT 1/2" MIN. �d X10 WOOD SCREW EDGE DISTANCE i #10 WOOD QSCREW d Jy � INTERIOR EXTERIOR I U WOOD FRAMING �d ❑ __ OR 2X BUCK APPROVED BY OTHERS SEALANT EXTERIOR Q D C= #10 WOOD SCREW 4 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT APPROVED SEALANT Q� 1/4" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK 1 1/4" MIN. BY OTHERS EMBEDMENT SIGNED:05/04/2016 1/2" MIN. EDGE DISTANCE REGENCY PLUS, INC. ��u111�iI/ii//��i 2000 LOCUST GAP HIGHWAY \\\\\\5 R LOdI VERTICAL CROSS SECTION MT CARMEL, PA 17851 ���•��GENSF 9J+�� WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW *MTAT 6NOTES: INSTALLATION DETAILS � ��1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OF NOT SHOWN FOR CLARITY. DRAW: DK ND. REv �4�Fs' 4OR2.PERIMETER AND JOINT 1��. DESIGNED IN ACCORDANCE WITH BYOTHERS TOBE HAN.G.� NTS °A�E 05/27/15 08-02706 ET3OF 8 B REVISIONS REV DESCRIPTION DATE APPROVED 3/4" MIN. A REVISED RATING 08/14/15 R.L. EDGE DISTANCE B ADDED FLANGE INSTALLATION DETAILS 05/04/16 R.L. METAL STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE vp- APPROVED J SEALANT Q0 1/4" MAX. INTERIOR SHIM SPACE HEAD TO BE SET I IN A BED OF APPROVED SEALANT MIN. F7 n� ❑ EDGE DISTANCE 'U( (]© #10 SMS OR U SELF DRILLING / SCREWS #10 SMS OR J �� SELF DRILLING d SCREWS I EXTERIOR4 I INTERIOR METAL °STRUCTURE �J BY OTHERS I APPROVED EXTERIOR SEALANT I J� #10 SMS OR JAMB INSTALLATION DETAIL �J �© SELF DRILLING METAL STRUCTURE INSTALLATION 4 SCREWS n SILL TO BE SET LJ IN A BED OF (� APPROVED SEALANT APPROVED U SEALANT ° 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS SIGNED:05/04/2016 3/4" MIN. EDGE DISTANCE REGENCY PLUS, INC. \���11111111/I,,�� 2000 LOCUST GAP HIGHWAY `����y It- Lp� MT CARMEL, PA 17851 •��CENs�9s+�% VERTICAL CROSS SECTION SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW -*• 04 POF METAL STRUCTURE INSTALLATION 53" X 77" - IMPACT NO1. TERIORANDEXTERIORFINISHES,BY OTHERS, INSTALLATION DETAILS ATAT NOT SHOWN FOR CLARITY. DRAWN: D*G M, � FS OR10r2 PERIMETER AND JOINT G����\ DESIN ACCORDANCE WITH ASTM E2112 ERS TO BE SouE NTS OA1E 05 27/15 08 480F 8 B //4SjONAl1 ����� 2'1/2 MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A REVISED RATING 08/14/15 1 R.L. BY OTHERS B ADDED FLANGE INSTALLATION DETAILS 05/04/16 R.L. ° 1 1/4" MIN OPTIONAL 1X BUCK ` • ', •° •'a EMBEDMENT 1 1/4" MIN. TO BE PROPERLY EMBEDMENT SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS APPROVED 'v 1/4" MAX. SEALANT 1`L J /4" OPTIONAL BUCK SHIM SPACE SHIM SPACE TO BE PROPERLY SECURED �• SEE NOTE 3 SHEET 1 INTERIOR Q f} IN BTO BE ED OF SET 3/16" TAPCON •as fl APPROVED SEALANT LU Ply -"• ': �� �o 3/16" TAPCON I .. I 2 1/2" d I MIN. EXTERIOR I INTERIOR EDGE a 0 DISTANCE O _ •. APPROVED SEALANT EXTERIOR 4 3/16" TAPCON JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION SILL TO BE SET APPROVED IN A BED OF SEALANT APPROVED SEALANT Q� L� 1/4" MAX. NOTES: OPTIONAL 1X BUCKO SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, TO BE PROPERLY NOT SHOWN FOR CLARITY. SECURED 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY SIGNED:05/04/2016 BY OTHERS ° y .�. a 1 1/4" MIN. EMBEDMENT REGENCY PLUS, INC. ��1"'IIIIr1i, °,. R• tp� ; e ':� 2000 LOCUST GAP HIGHWAY `�� 5 ° • MT CARMEL, PA 17851 v•�VGENS�•9iP��� •2 1/2" MIN. SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW _*• 0 51 EDGE DISTANCE 53" X 77" — IMPACT INSTALLATION DETAILS p•, TATE OF ; VERTICAL CROSS SECTION �O. P , CONCRETE/MASONRY INSTALLATION DRAWN: DWG No. REV �iCORIIA DATE 08 5022706 B / ONA1.1������ NTS 05/27/15 5 OF 8 REVr=NS 1/2" MIN REV DESCRIPDON DATE APPROVED EDGE DISTANCE A REVISED RATING 08/14/15 R.L. WOOD FRAMING B ADDED FLANGE INSTALLATION DETAILS 05/04/16 R.L. OR 2X BUCK BY OTHERS 1/4' MIN. TEMBEDMENT 13 S 1/4" MAX. APPROVED SEALANT �° SHIM SPACE BEHIND FLANGE 1 1/4" MIN. 1/4" MAX. SEE NOTES EMBEDMENT SHIM SPACE THIS PAGE n INTERIOR lU� HEAD SET IN A BEE OF OF APPROVED SEALANT 1/2" MIN. [� nQ X10 WOOD SCREW EDGE DISTANCE 11 I! � x'10 WOOD I � SCREW �d J� INTERIOR WOOD FRAMING ° u OR 2X BUCK d EXTERIOR I BY OTHERS —- I APPROVED SEALANT BEHIND FLANGE EXTERIOR I n SEE NOTES © X10 WOOD SCREW THIS PAGE 4 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT � APPROVED SEALANT BEHIND FLANGE SEE NOTES Q° 1/4" MAX. THIS PAGE SHIM SPACE WOOD FRAMING OR 2X BUCK 1 1/4" MIN. BY OTHERS EMBEDMENT SIGNED:05/04/2016 1/2" MIN. EDGE DISTANCE REGENCY PLUS, INC. ��1uLlLIIII� 2000 LOCUST GAP HIGHWAY `�� 5 R• L p /ij�� VERTICAL CROSS SECTION MT CARMEL, PA 17851 v•��G E NSA� WOOD FRAMING OR2XBUCK INSTALLATION SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW =*• .t�0 8 *= NOTES: / 1.INTERIOR AND EXTERIOR FINISHES,BYO 53" X 77" — IMPACT ='O'�� � ct NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS �•p, TAT OF {{�i„2.PERIMETERAND JOINT ,� DESIGNED/N ACCORDANCE WITH ASTM E2NT BY OTHERS TO BE DRAWN: DWG No. REV %O'cFiS` 3.FLANGE MUST BE SEALED TO EXTERIOR WALL N.G. DATE 08 502E706 B SURFACE OR TO WATER RESISTIVE BARRIER NTS05/27/15 6 OF 8 REVISIONS REV DESCRIPTION DATE APPROVED 37MAX. A REVISED RATING 08/14/15 R.L. EDG8 ADDED FLANGE INSTALLATION DETAILS 05/04/16 R.L. METAL STRUCTURE 1/ BY OTHERSF7SHIM SPACE i J APPROVED SEALANT BEHIND FLANGE I I u 1/4 MAX. INTERIOR SEE NOTESIL�1 r SHIM SPACE THIS PAGE n HEAD TO BE SET IIJJ IN A BED OF J} (1 APPROVED SEALANT 3MIN. n rLJI LVI EDGEE D DISTANCE �� �a FT #10 SMS OR SELF DRILLING SCREWS #10 SMS OR SELF DRILLING d SCREWS � o EXTERIOR Jy INTERIOR METAL STRUCTURE O �� u BY OTHERS El pAPPROVED SEALANT EXTERIOR BEHIND FLANGE SEE NOTES Q 6 /10 SMS OR THIS PAGE JAMB INSTALLATION DETAIL u SELF DRILLING METAL STRUCTURE INSTALLATION 4 SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT APPROVED SEALANT BEHIND FLANGE SEE NOTES Qo THIS PAGE 1/4" MAX. 1 SHIM SPACE METAL STRUCTURE BY OTHERS SIGNED:05/04/2016 3/a' MIN. NCY VERTICAL CROSS SECTION EDGE DISTANCE 20QUGEOCUSTPGAPSHIGHWAY \``\`51R.ILp���i/ METAL STRUCTURE INSTALLATION MT CARMEL, PA 17851 �r•��GEMS '9s�'5 NOTES: SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW = QAT�E 6 *= 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, = = NOT SHOWN FOR CLARITY 53" X 77" - IMPACT FLANGE INSTALLATION DETAILS -��0 OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i DESIGNED IN ACCORDANCE WITH ASTMEL7112 DRAWN; DWG NO, REV 3.FLANGE MUST BE SEALED TO EXTERIOR WALL08-02706 / S G SURFACE OR TO WATER RESISTIVE BARRIER Sb�EE NTS DATE 05/27/15 �T0F B 1 -I 2 1/2 MIN. REVISIONS EDGE DISTANCE REV DCSMPnon are I AIRPWwm CONCRETE/MASONRY A REVISED RATING 08/14/15 R.L. BY OTHERS '• a ' 8 ADDED FLANGE INSTALLATION DETAILS 05/04/16 R.L. • a A 1/4" MIN OPTIONAL 1X BUCK ` ' •° •e' 1 EMBEDMENT TO BE PROPERLY 1 1/4" MIN. SECURED EMBEDMENT SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS ' APPROVED SEALANT /�Qo� 1/4" MAX. OPTIONAL BUCK 1/4 a SHIM SPACE BEHIND FLANGE f SHIM SPACE TO BE PROPERLY ILEI SECURED SEE NOTES SEE NOTE 3 SHEET 1 .a INTERIOR THIS PAGE n ILJJ HEAD TO BE SET 3/16" TAPCON (} IN A BED OF APPROVED SEALANT :iL FT Vim= 3/16" TAPCON I u 2 1/2- MIN. v. .. 6 4 �} EDGE EXTERIOR I u INTERIOR DISTANCE � O I -- I I ( APPROVED SEALANT U �© BEHIND FLANGE EXTERIOR 3/16" TAPCON NOTESSEE THIS PAGE JAMB INSTALLATION DETAIL APPROVED SEALANT UCONCRETEIMASONRYINSTALLATION BEHIND FLANGE SILL TO BE SET LJ SEE NOTES IN A BED OF THIS PAGE APPROVED SEALANT Q0 1/4" MAX NOTES: OPTIONAL 1X BUCK SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, To BE PROPERLY NOT SHOWN FOR CLARITY. SECURED 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 3.FLANGE MUST BE SEALED TO EXTERIOR WALL CONCRETE/MASONRY SURFACE OR TO WATER RESISTIVE BARRIER BY OTHERS ° SIGNED:05/04/2016 •' y 1 1/4" MIN. EMBEDMENT REGENCY PLUS, INC. \\��11uuIIIli�i ° d" '•' .. . . 2000 LOCUST GAP HIGHWAY \`��J\S R'•L 04i ���i� a ENS MT CARMEL, PA 17851 `v,•��GF9s4 2 1/2" MIN. SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW =*• o b OF \ EATDGE DISTANCE 53" X 77" - IMPACT _ .cam INSTALLATION DETAILS � E �` VERTICAL CROSS SECTION 7��•• CONCRETFJMASONRYINSTALLATION DRAWN: owc No. OS-02706 RB '��ij�s/pNAIV'G\ `\ SCALE NTS 0iTE 05/27/15 SHEETS OF 8 7jI111111111���