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HomeMy WebLinkAboutProduct Approval1/18/22, 11:23 AM Florida Building Code Online Professional r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Unks I Search I Florida re Product Approval USER: Public User &=arm 1 -0 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14590-R8 Application Type Revision Code Version 2020 Application Status Approved Comments Archived ❑ Product Manufacturer Shwinco Architectural Products, LLC Address/Phone/Email 171 Jet Services Way Dothan, 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 Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. ® Validation Checklist - Hardcopy Received Certificate of Independence FL14590 R8 COI COI Shwinco SS 2020-10-11.pddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2017 ASTM E1886 2013 ASTM E1996 2017 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYnNmDugttgvVkPYvFU5%2fjjNrg3UEdRmcVIA°/p3d%3d 1/2 1/18/22, 11:23 AM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/15/2021 04/16/2021 02/23/2021 04/22/2021 FL # Model, Number or Name Description 14590.1 Series 9070 Fixed Window (Impact) Vinyl Impact Fixed Window (HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14590 R8 II SWD055 SS 2021-02-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation Report for FL14590 R8 AE PER7465 SS 2021-04-15.pdf allowable sizes, design pressures, installation requirements and Created by Independent Third Party: Yes limits of use. 14590.2 Series 9070 Fixed Window (Non- Vinyl Fixed Window Impact) (Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14590 R8 II SWD052 SS 2020-06-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation Report for FL14590 R8 AE PER7467 SS 2021-02-15.pdf allowable sizes, design pressures, installation requirements and Created by Independent Third Party: Yes limits of use. 14590.3 Series 9070 Fixed Window (WZ4) Vinyl Impact Fixed Window (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14590 R8 II SWD056 SS 2021-02-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation Report for FL14590 R8 AE PER7466 SS 2021-04-15.pdf allowable sizes, design pressures, installation requirements and Created by Independent Third Party: Yes limits of use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FI- 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coght 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: ® a FIN 99 Is Credit Card Safe https://floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquxTVBjriRcYnNmDugttgvVkPYvFU5%2fjjNrg3UEdRmcVIA%3d%3d 2/2 1/18/22, 11:22 AM Florida Building Code Online Professional Regulationr f BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I Florida r '� Product Approval ® USER: Public User &= Product ADDroval Menu > Product or Application Search > Application List Search Criteria Code Version 2020 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL c.—h De dF. _ A-11—fil. Refine Search FL# 14590.1 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL14590-R8 Revision Shwinco Architectural Products, LLC FL#: FL14590.1 Locke Bowden P.E. (334) 300-1800 Approved H story Model: Series 9070 Fixed Window (Impact) (HVHZ) Description: Vinyl Impact Fixed Window Category: Windows Subcategory: Fixed -Approvea Dy U131'K. Approvals Dy UnPK snail De rewewea ana raanea oy me ruc ano/or me commission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® F e`0he`ok sm Credit Card Safe https://fioridabuilding.org/pr/pr app_lst.aspx 1/1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF El/2 INCH BASED ON QUANTITIES IN DP CHARTS NOT TO EXCEED THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2'. MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16" DIAMETER TTW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTI KWIK{ON II OF SUFFICIENT LENGTH TO ACHIEVE 11 4" MINIMUM EMBEDMENT. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #10 GR. 5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 8. NAIL FIN: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9. NAIL FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #10 GR.5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 10. CUP INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 11. CUP INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16" DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTI KWIK-CON It OF SUFFICIENT LENGTH TO ACHIEVE 11 4" MINIMUM EMBEDMENT_ 12. CUP INSTALLATION : FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #10 GR. 5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 14. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 15. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 16. 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 BY THE ANCHOR MANUFACTURER. SHWINCO ARCHITECTURAL PRODUCTS, LLC SERIES 9070 FIXED WINDOW (HVHZ) (IMPACT) 17. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. F. ALUMINUM- MINIMUM ALLOY 6063-75. MINIMUM WALLTHICKNESS OF I/8" (0.12S"). 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • AAMA/WDMA/CSA 101/I.S.Z/A440-11/17 • ASTM E1886-13a • ASTM E1996-17 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. SXAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCKDESIGNAND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL:PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEETS 7 & 8 FOR GLAZING DETAILS. 8 WATER PROOFING SHALL BE THE RESPONSIBILITY OF THE INSTALLER. FOR BEST PRACTICE, PLEASE REVIEW FMA/AAMA/WDMA INSTALLATION DOCUMENTS. TABLE OF CONTENTS SHEET SECTION DESCRIPTION 1 INSTALLATION AND GENERAL NOTES 2 ELEVATION AND ANCHOR LAYOUTS 3 VERTICAL SECTIONS(THROUGH FRAME INSTALLATION) 4 VERTICAL SECNONS(NAIL FIN INSTALLATION) 5 HORIZONTAL SECTION (THROUGH FRAME INSTALLATION) 6 HORIZONTAL SECFIONS(NAIL FIN INSTALLATION) 7 GLAZING DETAILS & PRESSURE TABLE 8 GLAZING DETAILS & BILL OF MATERIALS DESIGN MISSILE PRESSURE IMPACT RATED LARGE & SMALL SEE SHEET MISSILE IMPACT RATED „ • WINDOWSANDDOORS iRTONW COOL 86YOND C0117ARL 171 JET SERVICES WAY DOTHAN, AL36303 PH: 850-271-8900 FX: BSG-271-3050 U m Z m 3 0 O ZQW T Oon;9 o' G zp �Q pZ om�Pme — w 09 A m o= �= ZUr m Y mm W V7 H Qn \aW 6 vrnur xm au�rcracruumxomoruwaasvrocx r. V sirtmxortroxsrnuse nmawnoxroPrvun; rxr arnuiaanrms orralm warm, a urrAvn mr�ixaa oa aawxrR sxw aamaar snc svrrnc oocurnwrs roa usr wrtx rxis omnvxr. gitally signed by Hennes F Norero eason: I am approving this document ate: 2021,t 1 1 :§410,J '00' \\ �I 0 � ?* N 7 7 fl SA OF Z US L p1UdA'�AW eLVA / 3TB 0ANN eGOL FL 3700E nFE ODtr. OF AMORIZATIQI Na. 2W 8 FL #: FL14590 DATE: 01.26.21 DWG. BY: CHK. BY: MS I HFN SCALE: NTS DWG.#: SWD055 01 D.L. HEIG UNIT HEIGHT �UNIT WIDTH D.LO. WIDTH VA min L- no WINDOWS AND DOORS rMPM coos 15MR0 cavAIM SEETABLEBELOW__n SEETABLEBELOW TYP. (NAIL FIN) TYP. (NAIL FIN) SEE TABLE BELOW TYP. (FLANGE) SEE TABLE BELOW TYP. (FLANGE) I71JE,SERMCESWA, DO 1-8900 F)L803 Fx: aso-zn-saoB Fx: aso-nl-3oso Z SEE TABLE BELOW TYP. (FIN) SEE TABLE BELOW F TYP.(FIN) RECTANGULAR FIXED WINDOW SIZE FRAMESIZE D.L.OSIZE WIDTH HEIGHT WIDTH HEIGHT 521/2" 831/2" 481/2" 791/2" 36" 72" 331/8" 681/8" 72" 72" 681/8" 681/W 54" 72" 50" 68" ELEVATION ;SEE SHEET 7 FOR ADDITIONAL RECTANGULAR FRAME SIZE OPTION AND DESIGN PRESSURE. UNIT MAX. [---WIDTH 74.00" MAX. HEIGHT I/A1 37.00" \6 on ELEVATION ARCH +105/-105 PSF L R HE 21 3 Z--ZO E N a 0C G a> Og,$�g z3 �$ asn C3 X Z g o — Q o x Q 0 3 o r:I .'w.i v of wZ 4 03 m m m= m uOn in w � w INSTALLATION W n ANCHORS (FIN) F a REMARKS BY DATE �I ANCHOR LAYOUT NAIL FIN INSTALLATION ELEVATION EYEBROW +1SO/-150 PSF urt INSTALLATION fl ANCHORS (FLANGE) ANCHOR LAYOUT FLANGE INSTALLATION ANCHOR SCHEDULE MAX. O.C. (THRU FRAME/ SIZE FROM CORNER DIST. MAX. O.C. (FIN) CUP INSTALLATION) FIXED SEE TABLE ON FIN OR THRU FRAME: HEAD/SILL:8" HEAD/SILL-.8" WINDOW SHEET2• 3" IAMB: 8" JAMB: 8" ARCH 74"x37"•• FIN: 3" HEAD/SILL•8.50" HEAD: 11.00" THRU FRAME: 4" IAMB: 11.75" JAMB: 11.00" EYEBROW 74"x24"•• FIN:3" HEAD/SILL: 11.75" HEAD: 17.00" THRU FRAME: 4" JAMB: 11.75" JAMB: 17.00" 'MAX. FRAME SIZE FOR FIN INSTALLATION IS 30.5 SQ FT. "REQUIRES INSTALLATION THROUGH A COMBINATION OF NAILING FIN & FRAME SIMULTANEOUSLY. I 3! I- 0111fA'�Cfl BW0. / 3� ONOA BEV FL 30004 WE CMT. OF AMOMAIION Na 19M FL #: FL14590 DATE: 01.26.21 Dw aS CHK. HFN BY: SCALE: NTS Dwc. #: SW D055 SHEET: 2 CAULK BETWEEN 2X WOOD BUCK & CONCRETE/MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH _ BY OTHERS 3/4" MIN. EDGE DISTANCE WOOD INSTALLATION ANCHOR SEE NOTE 5 SHEET 1 METAL FRAMING BY OTHERS SHEATHING BY OTHERS - EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS IPERIMETER CAULK f 1/4" MAX. BY OTHERS SHIM SPACE MIN. EMBEDMENT O.A. WINDOW 1 SEE NOTE 5 SHEET 1 HEIGHT 3 2 O.A. WINDOW INTERIOR HEIGHT EXTERIOR SEE GLAZING DETAILS SHEET 7 VERTICAL SECTION HEAD - 2X WOOD BUCK THROUGH FRAME INSTALLATION (REPLACEMENT) EXTERIOR SEE GLAZING DETAILS SHEET 7 -� O.A. WINDOW HEIGHT n PERIMETER CAULK BY OTHERS INTERIOR EXTERIOR n SEE GLAZING _ O.A. WINDOW DETAILS SHEET 7 HEIGHT PERIMETER CAULK BY OTHERS PRE -CAST SILL BY OTHERS - y' ` CONCRETE/MASONRY?: •' ~�= BY OTHERS CONCRETE OR CMU INSTALLATION ' ANCHOR SEE NOTE 11 SHEET 1 VERTICAL SECTION 3 PRE -CAST SILL- CONCRETE/MASONRY CLIP INSTALLATION (FLANGE) 1/4" MAX. SHIM SPACE MIN. EMBEDMENT 11/8' MIN. EDGE DISTANCE 3/4" MIN EDGE DISTANCE 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE 1/4" MAXIMUM SHIM SPACING SELF -TAPPING SCREW INSTALLATION ANCHOR SEE NOTE 7 SHEET 1 SEE GLAZING It DETAILS SHEET7 VERTICAL SECTION 3 HEAD - METAL STUD FRAME THROUGH FRAME INSTALLATION (FLANGE) I% • WINDOWS AND DOORS 8U0W) COOL 0ZMKD COFOAR6. 171JE7SERVICESWAY OOTHAN, AL 36303 P.:.0-271-8900 M 850.271-3050 3 Z m zo ZCGg wm-$ 3Q wQ ova"�a C1a �QF- LD am�" d'o ; o j w z N i m m w w / t= w r a REMARKS BY DATE INTERIOR `````Y LIIILL7O �-If-11'' 1/4" MAX. 'n S A IF Q: 1 F SHIMSPACE PRE -CAST SILL ��7;E�`- BY OTHERS 3p8 E Lw. / s1e ONOA BEADL FL ATOOW FSE CMr. W A CRZATI0M No. 29378 CONCRETE/MASONRY BY OTHERS. :. . �. •� ' .,••.�� �';•"'�'-� .. ;.'4•'+ j+:: .::.: ;:... ::'„ 11/4"MIN. FLq: FL14590 EMBEDMENT CONCRETE OR CMU INSTALLATION 11/8" MIN. EDGE DATE: 01.26.21 ANCHOR SEE NOTE 6 SHEET 1 DISTANCE DWG. BY: CHK. BY: MS HFN SCALE: NTS rD--� VERTICAL SECTION DWG.#: SWD055 3 PRE -CAST SILL-CONCRETE/MASONRY SHEET: THROUGH FRAME INSTALLATION (REPLACEMENT) 3 OF 8_ CAULK BETWEEN- 2X WOOD BUCK & CONCRETE/MASONRY BY OTHERS SEALANT BEHIND FIN BY OTH ERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS MIN. EMBEDMENT k. SEE NOTE 5 SHEET 1 WOOD INSTALLATION ANCHOR SEE NOTE 8 SHEET 1 1 1/4" MAX. SHIM SPACE O.A. WINDOW 1 2 1/2" MIN. EDGE HEIGHT DISTANCE 3 INTERIOR EXTERIOR SEE GLAZING _/ DETAILS SHEET 7 VERTICAL SECTION 4 HEAD-2XWOOD FRAME NAIL FIN INSTALLATION (FLANGE) EXTERIOR SEE GLAZING _ DETAILS SHEET 7 O.A. WINDOW MIN. EMBEDMENT SEE NOTE 5 SHEET 1 SHEATHING BY OTHERS 3/4" MIN. EDGE FLASHING BY OTHERS DISTANCE SEALANT BEHIND FIN WOOD INSTALLATION ANCHOR BY OTHERS SEE NOTE 5 & 8 SHEET 1 EXTERIOR FINISH 2X WOOD FRAME BY OTHERS BY OTHERS PERIMETER CAULK BYOTHERS� (.... 1 1/4" MAX. SHIM SPACE 3 1/2" MIN. EDGE DISTANCE O.A. WINDOW SEE GLAZING 2 HEIGHT DETAILS SHEET MIN. EMBEDMENT SEE NOTE 5 SHEET 1 ! EXTERIOR INTERIOR VERTICAL SECTION 4 HEAD - 2X WOOD FRAME EYEBROW OR ARCH UNITS AT HEAD ONLY INTERIOR EXTERIOR SEE GLAZING _ Q2 1/4" MAX. DETAILS SHEET 7 SHIM SPACE O.A. WINDOW / HEIGHT ink 1/2" MIN. EDGE DISTANCE BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN 2X WOOD FRAME BY OTHERS BY OTHERS SHEATHING BY WOOD INSTALLATION ANCHOR OTHERS SEE NOTE 8 SHEET 1 MIN. EMBEDMENT SEE NOTE 5 SHEET 1 VERTICAL SECTION 4 SILL - ZX WOOD FRAME NAIL FIN INSTALLATION (FLANGE) INTERIOR 1/4" MAX. SHIM SPACE 1/2" MIN. EDGE PERIMETER CAULK o DISTANCE BYOTHERS� \\\\\\ ..:.. EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN METAL FRAMING BY OTHERS BY OTHERS '.' . SELF -TAPPING SCREW 3 THREADS MIN. INSTALLATION ANCHOR PENETRATION SEE NOTE 9 SHEET 1 BEYOND METAL STRUCTURE M VERTICAL SECTION 4 SILL - METAL STUD FRAME NAIL FIN INSTALLATION (FLANGE) IF ' WINDOWS AND DOORS urow CMI. mow COMAIR. 171 JET SERVICES WAY DOTHAN, AL 36303 PH: BS0-271-8900 F%: 850-271-3050 3 s Zo N Z -G5 G 0¢� Ee3 ggs < mPa$ L7 O > W J m = ] Q m m m ti I- n REMARKS BY DATE $RE IFSrtEEONDIS—MMINSTNIA D NOEEMIE mos+ExE uaumEMExrs oEruBoxEnEw.Auaram Ex4txf Fn Ox MOYIFR S WLl PxEVPxE SCR SVFOM OONMENR fONUSE WIMMD DONMFM. _.E1111111i._ Sl * �u � A OF r� 303 F DAHG M�tg 6LYD. / 338 DAM BEM FL 3700� n E CFAT. UI AUfRMMTIM N. 29M FL #: FL14590 DATE: 01.26.21 DWG. BY: CHK. BY: MS HFN SCALE: NTS DWG-#: SWD055 SHEET: 4 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE METAL FRAMING BY OTHERS 1/4" MAX. 1/4" MAX. SELF -TAPPING SCREW MIN. EMBEDMENT SHIM SPACE SHIM SPACE INSTALLATION ANCHOR SEE NOTE 5 SHEET 1 2X WOOD BUCK SEE NOTE 12 SHEET 1 WOOD INSTALLATION ANCHOR BY OTHERS INTERIOR SEE NOTE 5 SHEET 1 INTERIOR S � 1 1 SEE GLAZING 2 1/4" MIN. 2 DETAILSSHEET7 EDGE DISTANCE SEE GING 3/4" MIN. DETAI LS SHEET 7 EDGE DISTANCE EXTERIOR FINISH BY v OTHERS EXTERIOR PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH q HORIZONTAL SECTION 5 JAMB-2XWOOD FRAME THROUGH FRAME INSTALLATION (FLANGE) 13/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 11/2"MIN. EDGE DISTANCE-•. .•.•:,���: • �:r.. SEE GLAZING INTERIOR DETAILS SHEET 7 SHEATHING BY 3 OTHERS EXTERIOR FINISH BY EXTERIOR OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH � HORIZONTAL SECTION 5 JAMB -METAL STUD FRAME CLIP INSTALLATION (FLANGE) 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE 1/4" MAX. METAL FRAMING BY OTHERS SHIM SPACE 1 INTERIOR ffDIWANCE 2 SEE GLAZING DETAILS SHEEP 7 � SELF -TAPPING SCREW INSTALLATION ANCHOR SEE NOTE 7 SHEET 1 EXTERIOR FINISH BY �- II ' WINDOWS ANo DOORS tsrorro tons nrowm coVwts. 1711ETSERVICEH WAY DOTHAN, AL36303 PH: 850.271-8900 F%: 850.771-3050 o Li m z^ Go zWg o����� zm��a� � �Fa- �mgq�g f]a x� ZZ zo�o�� o=0 w o> �m ¢z =og �mm F f n W 1' 6 1 -�� s�a' of �: ,r AGE E O/Jd'�X51 BLM. / ]SH OANA eEAnl it 7JOOi FBPE ter. of wmamAra Na aam FL #: FL14590 DATE: 01.26.21 IDWG. BY: CHK. BY: MS HFN SCALE: NTS DWG.#: SwnnSS 5 OF 1/2" MIN. EDGE DISTANCE 1/4" MAX. CAULK BETWEEN 1X WOOD ' • SHIM SPACE BUCK & 2X WOOD BUCK CONCRETE/MASONRY BY OTHERS BY OTHERS INTERIOR WOOD INSTALLATION ANCHOR .• '.� •• 1 SEE NOTE 8 SHEET 1 SEE GLAZING 2 DETAILS SHEET 7 MIN. EMBEDMENT ;+•:.•�: SEE NOTE 8 SHEET 1•'1! •_ f EXTERIOR FINISH BY 3 EXTERIOR OTHERS SEALANT BEHIND FIN BY OTHERS PERIMETERCAULK O.A. WINDOW BYOTHERS WIDTH HORIZONTAL SECTION 6 JAMB - 2X WOOD BUCK NAIL FIN INSTALLATION II WINDOWS AND DOORS sJF "D com mopes copowm 171 JET SERVICES WAY DOnM, AL 36303 PH: 850-271-89M FX: 850471-3050 Li m Z z 0 OO Z N4mm� 3�Ga Q cc s'� Jul O a Q N x� F-Z uQ L7 Sal Zss€ W " Z - Ei 1/2" MIN. EDGE o = ON LL =+ ; DISTANCE o > c J = O ° m m w V = Q 1 MAX. w /a SHIMIM SPACE a S METAL FRAMING BY OTHERS W f c W INTERIOR ~ o. REMARKS BY DATE 1 SELF -TAPPING SCREW INSTALLATION ANCHOR 2 SEE NOTE 9 SHEET 1 SEE GLAZING DETAILS SHEET 7 3 THREADS MIN. PENETRATION xic °15iinuumxwnoxsmanm"ia"c�x` Axo.urxoru BEYOND METAL STRUCTURE vraxvremxonroxsuuuvarnuAnoxro oeuvre EXTERIOR V "" PERIMETER CAULK B onNTRBSEHINDFIN ```````.�IIIIJI7O1�f' BY OTHERS EXTERIOR FINISH BY ��� •• �� OTHERS �� •• �,\• E••S •• 'Po O.A. WINDOW t N 7 7 WIDTH �g1 HORIZONTAL SECTION 0 s A OF 6 JAMB'METAL STUD FRAME i �T _ O lov, NAIL FIN INSTALLATION I 311 E DAIIG'90 I�LM. / A0 I OANU BFi10L R J700{ FBE CERr.. OF AUMOIBUIlEN Na IYSJO FL q: FL14590 DATE: 01.26.21 SCALE: NTS DWG.u: SWD055 SHEET: 6 �0mm mope mope mo�a mm�a om�e om�e om�O mm�e ©mae m®tea om�a mm�e o©tea '©mean Imm�e mm�e om�e omee mmae mope mO�O ooze mmea ooea mope mm�e om�e omaa mm�e mm�e omen omae o�ea mm�a 0�ee ogee 0mae Om�O mm�e m�ae move 1" O.A. INSULATED GLASS CONSISTING OF: 0.125" ANNEALED GLASS° II �� 0.375" AIR SPACE 0.ANNEALED GLASS WINDOWS AND DOORS .pYpPO �, ��Fp �ppp�p, 3 0.090090" PVB INTERLAYER BY EASTMAN CHEMICAL 171 JET SERVM WAY — 0.1875 ANNEALED GLASS INTERIOR DOTHAN, AL 36303 PH: 850-271-8900 F%: 850-271-3050 3 o 0 ¢J z bi p? ww LL �_ " ON ZW w= 0 o K J v" z m E s o.g e � C�75a°` s o d a co ` m co o a \a 0.875" GLASS \ BITE �I / 6 EXTERIOR �� �/ 8 GLAZING DETAIL 1 0.375" O.A. LAMINATED GLASS CONSISTING OF: 0.1875" ANNEALED GLASS {I+— 0.090" PVB INTERLAYER BY 4 EASTMAN CHEMICAL i I 0.1875 ANNEALED GLASS a / INTERIOR REMARKS BY DATE 0.875" GLASS \ BITE 6 / 8 EXTERIOR xrwc r xm xErsvcrxrvu miiortxm�"ns voai sysavc GLAZING DETAIL 2 vnoNrxe aenuwwcxrs oerauoxswN auxxsm rruixc n ow Axomecr sxuu vuvac sm svmvx: 0o a"wrs rox use wrtx ras omi•+rm. ARCH, EYEBROW ONLY MAX +150/-150 PSF 1.0125"OA.INSULATED GLASS CONSISTING OF: 0.1875" ANNEALED GLASS° 0.500" AIR SPACE _ 0.125"ANNEALEDGLASS 3 0.090" PVB INTERLAYER BY EASTMAN CHEMICAL 0.125 ANNEALED GLASS e%, �� • E•• �� � :• �'Y S • �O INTERIOR 0.875" GLASS ' \ BITE -0 S A OF a' Z ,L. O� / U EXTERIOR D.L.O. = FRAME SIZE - 3.938" GLAZING DETAIL 3 GLASS DETAILS CONTINUE ON SHEET 8 NOTE: 1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS CHART REQUIREMENTS. 2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER CH 24 OF THE CURRENT FBC. 3. GLASS LITES THAT EXCEED 36" IN WIDTH SHALL USE SETTING BLOCKS AT 1/4 SPAN FROM CORNERS. 4. TEMPERED GLASS ON SACRIFICIAL LITE SHALL BE USE ON APPLICATION 30 FEET ABOVE GRADE 3= E DAKA'8FAD/ BLY0. / 33a DAMA BFOM FL 5700{ RIPE ffRE OF AUT DIMMM Na 2YlT! FL #: FL14590 DATE: 01.26.21 DWG. BY: CHK. BY: MS HFN SCALE: NTS DWG.n: SWD055 SHEET: 7 OF 8 . BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 HEAD,JAMB, SILL FRAME (FIN) VINYL VISION EXTRUSIONS LIMITED 1A HEAD, JAMB, SILL FRAME (FRAME) VINYL VISION EXTRUSIONS LIMITED 2 IAMB COVER VINYL VISION EXTRUSIONS LIMITED 3 GLAZING BEAD (INSULATED GLASS) VINYL VISION EXTRUSIONS LIMITED 4 GLAZING BEAD (SINGLE GLASS) VINYL VISION EXTRUSIONS LIMITED 5 INSTALLATION CLIP STEEL - 6 GLASS BEDDING-DOW1199 SILICONE DOW CORNING 7 GLASS BEDDING- NOVAGUARD M-100 SILICONE NOVAGUARD 8 SPACER DURA-SEAL OJAMB COVER VINYL TYPICAL WALL THICKNESS:.060" 1.595" 0.414" - OHEAD, JAMB, SILL FRAME (FIN) 1/4 HEAD, JAMB, SILL FRAME (FLANGE) PrA• VINYL mmmTVINYL WINDOWS ANoDOORS TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS:.060" I ®romcolmozy0mealw,w. 0.750" 3.860" p� 2.720" 1.375" II 1.377" —1 F 3.86" 1.932" TT a 1377" J OGLAZING BEAD (INSULATED) O GLAZING BEAD (SINGLE GLAZE) O INSTALLATION CLIP VINYL VINYL STEEL TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050' TYPICAL WALL THICKNESS:.050" -IF 0.5" Fr- 0.5" 1.025" -T 1.025" 1" O.A. INSULATED GLASS CONSISTING OF: 0.1875" ANNEALED GLASS° 0.375" AIR SPACE 0.075" ANNEALED GLASS 3 0.075" VANCEAVA BY EASTMAN CHEMICAL _ 0.1875 ANNEALED GLASS INTERIOR 0.84" GLASS BITE i �I � 6 EXTERIOR �/ 8 GLAZING DETAIL 4 NOTE: 1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS CHART REQUIREMENTS. 2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER CH 24 OF THE CURRENT FBC. 3. GLASS LITES THAT EXCEED 36" IN WIDTH SHALL USE SETTING BLOCKS AT 1/4 SPAN FROM CORNERS. 4. TEMPERED GLASS ON SACRIFICIAL LITE SHALL BE USE ON APPLICATION 30 FEET ABOVE GRADE ►-0.777" 0.055"J 171JETSERVICES WAY DOTHAN,AL36303 PH: 850-271-8900 F)f: 850-271-3050 398 E DOWMACH MVD. / ale DANIA BEAON. FL 330M fePE MT. OF AUIHDfa1 W Na 2957e FL #: FL14590 DATE: 01.26.21 DWG. BY: CHK. BY: MS HFN SCALE: NTS DWG.#: SWD055