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HomeMy WebLinkAboutAPPROVED 14590.1xf .:a eCIS Home Lag In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications '; Contact Us SCIS Site Map Links Search Product Approval =: USER: Public User d b ,.-....x_ - Product Approval Menu > Product Gr Application Search > Application Llst Search Criteria Refine Search Code Version 2020 FL# 14590.1 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 - FL# Type ;Manufacturer Validated By EStatus i FL14590- Affirmation ; Shwinco Architectural Products, LLC National Accreditation & Management € Approved i R6 i FL#: FL14590.1 Institute History ' Model. Series 9070 Fixed Window (804) 684-5124 f (Impact) (HVHZ) Description: Vinyl Impact Fixed Window I Category: Windows Subcategory: Fixed FL14590- Revision Shwinco Architectural Products, LLC Locke Bowden P.E. Pending FBC R8 i FL#: FL14590.1 (334) 300-1800 Approval i Model: Series 9070 Fixed Window i (Impact) (HVHZ) Description: Vinyl Impact Fixed Window Category: Windows Subcategory. Fixed *Approved by DSPR. Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact VA :: 2,,01 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of FlarFda is an AA/€EO 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 emaiis 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 wWch can be made available to the public. To determine it you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: m w ® sCF�t_ Cfedit Card Safe BCIS Home Log In j User Registration Hot Topics submit Surcharge j Stats & Facts Publications Contact US 13CI5 Site Map LinkS ', Search Product Approval .--1How USER: Public User Product Appraval F1enu > Product or Application Search > Application Lis t > Application Detail . MaFL # FL14590-R6 `; Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Shwfnco Architectural Products, LLC Address/Phone/Email 171 .let Services Way Dothan, AL 36303 (334) 556-1000 engineering@shwinco.com Authorized Signature Keith Schneider engineering@shwinco.com Technical Representative lash Lowe Address/Phone/Email 171 let 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 Certification Marls 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 101/I.5.2/A440 2011 AAMA/WDMA/CSA 101/I.5.2/A440 200S ASTM E1886 2013 ASTM E1886 200S ASTM E1996 2014 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary&P acts 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, Yes No N/A Method 1 Option A 09/02/2020 09/02/2020 09/08/2020 01/22/2021 F Model, Number or Name Description i 14590.1 Series 9070 Fixed Window (Impact) Vinyl Impact Fixed Window € (HVHZ) Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL14590 R6 C CAC NI006863,01-Ril 9070Fix 36x72 DP70.pdf FL14590 R6 C CAC NI010351,02-R6 9070FixArch 74x37 Approved for use outside HVHZ: Yes ' Impact Resistant: Yes DP105.pdf FL14590 R6 C CAC NI010351.03-R5 9070FixEye 7 x2 Design Pressure: N/A Other: 9070 74x37-DP105, 74x24-DP150, 52.5x83.5-DP50, DP150.pdf 36x72-DP70. See Installation Instructions and Evaluation Report for allowable sizes, design pressures, installation FL14590 R6 C CAC NI010351-R4 9070Fix 52.5 x 83.5-pddf. requirements and limits of use. Quality Assurance Contract Expiration Date 03/31/2024 Installation Instructions FL14590 R6 II SWD050 SS 2020-07-26,pdf- Verified By: Hermes F. Norero, P.E. Florida RE, 73778 Created by Independent Third Party: Yes Evaluation Reports FL14590 R6 AE PER6889 SS 2020-07-26.p_df Created by Independent Third Party: Yes Vinyl Impact Fixed Window 14590.2 Series 9070 Fixed Window (Impact) (WZ4) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14590 Rfi C CAC NI006863-RlD 9070Fix 72x72 DP120.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 05/31/2024 Design Pressure: N/A Installation Instructions Other: 9070 72x72-DP120. See Installation Instructions and FL14S90 Rfi II SWD051 SS 2020-07-26.pdf Evaluation Report for allowable sizes, design pressures, Verified By: Hermes F, Norero, P.E. Florida P.E. 73778 installation requirements and limits of use. Created by Independent Third Party: Yes Evaluation Reports FL14590 R6 AE PER6890 SS 2020-07-26.pdf Created by Independent Third Party: Yes F4590.3 Series 9070 Fixed Window (Non- Vinyl Fixed Window Impact) (Non-HVHZ) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14590 R6 C CAC NI006745- 7 9070R ed 72x72 DP90.pdf FL14590 R6 C CAC NI009389 7 9070Fix 102x68 DP1SO.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: N/A 03/31/2024 Other: 9070 72x72-DP90, 102x68-DP150. See Installation Installation Instructions Instructions and Evaluation Report for allowable sizes, design FL14590 R6 II SWD052 SS 2020-06-15.pdf pressures, installation requirements and limits of use. Verified By: Hermes F. Norero, P.E. Florida RE. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14590 R6 AE PER6891 SS 2020-06-15.pdf Created by Independent Third Party: Yes INSTALLATION NOTES: I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2 THE NUMBER OF INSTALLATION ANCHORS PEPICTED 6 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 31/2 INCH BASED ON QUANTITIES IN DP CHARTS NOT TO EXCEED THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS ILE., 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 SHIMIS). MAXIMUM ALLOWABLE SHIM STACK 70 BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL 8E CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK 70 CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16" DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTI KW IK-CON II OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" 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. S. NAIL FIN: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112- MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9. NAIL FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE a10 GR.5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 10. CLIP INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 11. CUP INSTALLATION: FOR INSTALLATION THROUGN 1X RUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/15" DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTI KWIK-CON II OF SUFFICIENT LENGTH TO ACHIEVE 11/4" MINIMUM EMBEDMENT. 12. CUP JN5TALLATION : FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE 910 OR.5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. IS. NTNiMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, IA. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 1S. 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 WIND O W (IMPACT) (HVHZ) IT 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-FILLEDCMU- UNITSTRENGTH 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 KST MINIMUM 1S GA. WALL THICKNESS. F. ALUMINUM- MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 1/8" (0.125"). GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBCJ, INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 2DI-94 TAS 202-94 • TAS 203.94 • AAMA/WDMA/CSA 101/I.S.2/A440-11 • ASTM EIESS-13a ASTM E1996-14a 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND ZX FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTD THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATICN. 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. 5, 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 A57M E 1306 GLASS CHARTS. SEE SHEET 7 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 REVISION SECTION DESCRIPTION 1 - INSTALLATION AND GENERAL NOTES 2 - ELEVATION AND ANCHOR LAYOUTS 3 - VERTICAL SECTIONS (THROUGH FRAME INSTALLATION) 4 - VERTICAL SECTIONSINAIL FIN INSTALLATION) 5 - HORIZONTAL SECTION (THROUGH FRAME INSTALLATION} 6 _ HORIZONTAL SECTIONS(NAIL FIN INSTALLATION) 7 - GLAZING DETAILS & BILL OF MATERIALS DESIGN PRESSURE MAX. OVERALL SIZE MAX D,L.O SIZE DESIGN MISSILE PRESSURE IMPACT RATED WITHH HEIGHT WIDTH HEIGHT 74.00" 37A0" 68 1/4" 32.00" +105/-105 PSF 74.00" 24.00" 691/2" 19 2/2" +150/-150 PSF LARGE & SMALL MISSILE IMPACT 52 1/2" 83.5" 481/2" 791/2" +50/-50 PSF RATED 36.00" 7Z.OD" 33 If8" 68 1/8" +7C/-70 PSF FrA VIA WiN1DC1VV-S ioua -D.CC RS 171 PEMCO DRIVE DOTHAN, AL 36303 9 N: 850-271-3900 FX: 850-271.305C N S Li m Z "' 7 = o Z 4 F W O o zo r g z C) Z o s max' a Z33sv 1n Z LDr — w m v P d b r rn ¢ M n. REMARKS BY I DATE AYE.Ifsiccono?IGNSGus[IRST noNlOPE­ PRO, 1"EAEQUI—E-oE[ 0HOEIN.-CENS D ENGlNCoxuKwiECEs Pfl[F,ftfZ]ESPECIFIC oOLU-1 fOfl JSE WITNYNIs OONMEN3 I am aDD—ina This d—u—I i� / 7 �T*w 4 SA OF r{ sea E OMIIA SEA s w. / ss6 BANPA BEAM' FL 73�04 FBPE CERT. QF An3 IZAIICN No. U575 FL #: FL14590 DATE: 04.06.20119 DWG- BY: CHK. BY: YC I HFN SCALE: NTS DwG.#: SWD050 il T 7 MA: D.L.l HEIG $3.50, MAX. UNIT HEIGHT 52.50" MAX. UNIT WIDTH 42,50" MAX. D.L.O. WIDTH ELEVATION y� UNIT MAX. 1 WIDTH 74,00"--�� UNIT �� MAX. ' "EIGHT A 'O" 17.00" s a D 4 4 ELEVATION ARCH SEE TABLE BELOW TYP. (NAIL FIN) —m SEE TABLE BELOW TYP. (NAIL FIN) SEE TABLE BELOW TYP. (FLANGE) SEE TABLE BELOW TYP. {FLANGE} EETABLE W wo TYP. (FIN) .(FIN) EE TABLE BELOW " TYP- (Fi N) UNIT A MAX. E HEIGHT 24.00" uQu INSTALLATION ANCHORS (FIN) ELEVATION NALLFIN INSTALLATION UNIT MAX. WIDTH 74.00" 4 e P 4 4 ELEVATION EYEBROW fNSTALLATION ANCHORS (FLANGE) ELEVATION FLANGE INSTALLATION ANCHOR SCHEDULE MAX. O.C. (THRU FRAME/ SIZE FROM CORNER D15T. MAX. O.C. (FIN} CLIP INSTALLATION) FIXED 52.5" x 83.5" FIN OR THRU FRAME: HEAD/SILL: 8" HEAD/SILL: 8" WINDOW all JAMS: B" JAMB: 8" FIXED g6.0" K 72., FIN OR THRU FRAME HEAD/SILL: B" HEAP/SILL: 8" WINDOW 3" JAMB: B" JAMB: B" FIN: 3" HEAD/SILL: 8.50" HEAP: 11.00' ARCH 74" x 37" • THRU FRAME: 4" JAMB: 11.75" JAMB: 11.00" EYEBROW 74"x 24"• FIN: 3" 1 HEAD/SILL: 11.75" HEAD: 17.00" THRU FRAME: 4" JAMB: 11.75" JAMB; 17.00" 'REQUIRES INSTALLATION THROUGH A COMBINATION OF NAILING FIN & FRAME SIMULTANEOUSLY. r VJ.iil.DOWS A140 JDOC>RS •EYSINR CACC 66Y@6ffi9 mMPR➢BY... 171 PEMCCI DRIVE DOTHAN, AL MM3 PH: B50.271-8900 FX: 8511.271.3050 N Li m C1� da'x mFS o ¢ n cr St fly c0Dms'a o ao na=>?€ x u a z r r m " 'W m N O m a w a F REMARKS BY DATE SII11 IDT KIFL xi TUIL OID—N FDR o CIFAC FROM [kCxfGUlx£u[uis pftaufo k[R[lu,a �ILfu$[o ENGIx[fR ORAACk1-51—MFIR£5rtf —FIC 00[l3mEME H)R SSE WIIH 1H15 �OCVM[Nl, o le `,`YYtillillllllj//i N .7 7 4 SA OF rIxti f//�rwJ ivmE�i P q� 6Eii'r a'nmSLI , aea a emi eE+m. i am QANA NEA D BsBEACH. FL 33004 ceps cm.ac Au1Haslu�ou NI. 2BB7B FL4: FL14590 DATE: 04.06. Z 019 DWG� BC CHKHFN SCALE: NTS DWG.-. ,wnnsn 2 3/4" MIN. EDGE DISTANCE CAULK BETWEEN 2X WOOD BUCK WOOD INSTALLATION ANCHOR & CONCRETE/MASONRY SEE NOTE 5 SHEET 1 BY OTHERS 2X WOOD BUCK ' BY OTHERS - EXTERIOR FINISH s BY OTHERS I PERIMETER CAULK J- -R 1/4" MAX. BY OTHERS SHIM SPACE MIN, EMBEDMENT O.A. WINDOW 1 SEE NOTE 5 SHEET 1 HEIGHT 3 INTERIOR EXTERIOR SEE GLAZING _/ DETAILS SHEET 7 SAS VERTICAL SECTION HEAD - 2X WOOD BUCK THROUGH FRAME INSTALLATION (REPLACEMENT) EXTERIOR INTERIOR SEE GLAZING DETAILS SHEET 7 CA. WINDOW HEIGHT 1/4" MAX. PERIMETER CAULK SHIM SPACE BY OTHERS 1 1/4" MIN. ._ EMBEDMENT PRE -CAST SILL BY OTHERS 11/8" MIN, EDGE CONCRETE OR CMU INSTALLATION DISTANCE ANCHOR SEE NOTE 11 SHEET 1 g VERTICAL SECTION PRE-CASTSILL- CONCRETE/MASONRY CLIP INSTALLATION (FLANGE) METAL FRAMING BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTH E RS PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS Q.A. WINDOW HEIGHT 3/4" MIN EDGE DISTANCE B THREADS MIN. PENETRATION BEYOND METAL STRUCTURE 1/4" MAXIMUM SHIM SPACING SELF -TAPPING SCREW INSTALLATION ANCHOR SEE NOTE 7 SHEET 1 I 'ISEE GLAZING 7 ICI-IU111- DETAILS SHEET 7 C VERTICAL SECTION HEAD - METAL STUD FRAME THROUGH FRAME INSTALLATION {FLANGE) EXTERIOR INTERIOR SEE GLAZI NG O.A. WINDOW DETAILS SHEET 7 H£€GH7 1/4" MAX. SHIM SPACE PRE-CASTSILL BY OTHERS " 1 1/4" MIN. .'�•• .. •� EMBEDMENT CONCRETE OR CMU INSTALLATION 11/8" MIN. EDGE ANCHOR SEE NOTE 6 SHEET 1 Dk57ANCE p VERTICAL SECTION PRE -CAST SILL- CONCRETE/MASONRY THROUGH FRAME INSTALLATION (REPLACEMENT) WiN.DOW8 A.P.g?-CORs o"NC CA11W AR"L'Ahl® mm1 %R¢;.. 171 PEMCO DRIVE DOTRAN,AL36363 P8: 850-271-8900 F%: &50.271.3059 N LS m 7 Z o 3 o C ) o�� m 9 s ¢ u z z LL r xz 0a N T � o m r r � a REMARKS BY DATE •" V� • E S 'Ad N.77•. S A OF t� c r� �C�� •� itnlW'i MCP Ifac°�,�~ M E 0"A 9EACH BLW. J19 5AI4 EF.tiai R v P E WT. OP AJMIXi{ WON Na 2857E FL M FL14590 DATE: 04.06.2019 DWG. BY: cHKHFN SCALE: NTS DWG, SWD050 SHEET: 3 0F7i CAULK BETWEE 2XWOO BUCK& CONCRETE/MASONRY BY OTHE RS CAULK BETWEEN FIN & 2X WOOD BUCK MIN. EMBEDMENT BY OTHERS SEE NOTE 5 SHEET 1 EXTERIOR FINISH WOOD INSTALLATION ANCHOR BY OTHER5 • ' i,' SEE NOTE 8 S14EET 1 PERIMETER CAULK BY OTHERS--,--, _ 1/4" MAX. ...J SHIM SPACE O.A. WINDOW 1 3/4" MIN. EDGE HEIGHT DISTANCE 3 2 INTERIOR EXTERIOR SEE GLAZING DETAILS SHEET 7 A VERTICAL SECTION HEAD -ZX WOOD FRAME NAILFIN INSTALLATION {FLANGE) EXTERIOR SEE GLAZING _ DETAILS SHEET 7 O.A. WINDOW HEIGHT BY OTHERS EXTERIOR FINISH BY OTHE RS CAULK BETWEEN FIN & SHEATHING SHEATHING BY OTHERS MIN. EMBEDMENT SEE NOTE 5 SHEET 1 SHEATHNG BY OTHERS 3/4" MIN. EDGE FLASHING BY OTHERS DISTANCE CAULK BETWEEN WOOD INSTALLATION ANCHOR FIN & SHEATHING SEE NOTE 5 & 8 SHEET 1 EXTERIOR FINISH 2X W000 FRAME BY OTHERS BY OTHERS PERIMETER CAULK BY OTHERS 1 1/4" MAX. SHIM SPACE 3 3/4" MIN. EDGE DISTANCE O.A. WINDOW 2 SEE GLAZING MIN. EMBEDMENT HEIGHT DETAILS SHEET 7 SEE NOTE 5 SHEET EXTERIOR INTERIOR VERTICAL SECTION 4 HEAD - ZX WOOD FRAME EYEBROW OR ARCH UNITS AT HEAD ONLY INTERIOR EXTERIOR SEE GLAZING _ 2 1/4" MAX. DETAILS SHEET 7 r SHIM SPACE O.A. WINDOW HEIGHT ra-'�- 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS WOOD IN5TALLATION ANCHOR SEE NOTE 8 SHEET 1 _ MIN. EMBEDMENT SEE NOTE 5 SHEET 1 VERTICAL SECTION 4 SILL-2X WOOD FRAME NAILFIN INSTALLATION PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN & SHEATHING 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE INTERIOR 2 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE METAL. FRAMING BY OTHERS SELF -TAPPING SCREW INSTALLATION ANCHOR SEE NOTE 7 SHEET 1 p VERTICAL SECTION Q SILL - METAL STUD FRAME NAILFIN INSTALLATION(FLANGE) FA WITN.DOW$ ALNI' DOORS 3[1fONp CoulL ®eT4N¢ C614PA w. 171 PEMCD DRIVE DOTHAN, AL 36303 PM: 85IZ71.9900 fK: 850-271-3050 L] b zm j& �q zp n oam^ I, � ssgm x Li FAIK m u w co N o v n (f a m \e r � REMARKS BY rDATE ,`,S,l yllll !!lf1JJJJ' ' N.77" S A ' OF roT O 14P.�. �cEr1 rr J $ J � 6e P � c 3$ E. P" 9E�CI1 sl.w. 1 VB ar.Ru A0TI4 , tt 8M FEPE DEm. oe w'n�owunor, ua. 037e FL #k FL14590 DATE: Q4.06.2019 DWG. BY: CHK. BY: YC I HFN SCALE: NTS DWG. n: SW F)nrf7 Ll 7 3 THREADS MIN. r - PENETRATION BEYOND METAL 14.1 N.g Ow kN a o 0s"2..W STRUCTURE iaYOUP COM MS N8 Vd"ARX.... METAL FRAMING BY OTHERS 1/4' MAX. 1/4" MAX, �. SELF -TAPPING SCREW 171 Pf MCO DRIVE MIN. EMBEDMENT SHIM SPACE SHIM SPACE INSTALLATION ANCHOR ➢OTHAN, AL 35303 SEE NOTE 5 SHEET 1 2X WOOD BUCK SEE NOTE 12 SHEET 1 PH: S50 271-e900 Fk850-271.30s0 BY OTHERS INTERIOR INTERIOR S ci m WOOD INSTALLATION ANCHOR 1 1 y z z z m o SEE NOTE 5 SHEET 1 = a O 2 SEE GLAZING 2 � O � g a o :2m o 0 9 W 0 9 DETAILS SHEET 7 SEE GLAZING vu'i a J p 5° X a m DETAILS SHEET 7 3/4" MIN. d xn a s a s x 3/4" MIN. EDGE DISTANCE z o o a } EDGE DISTANCE 2S O d a5 m�,M �— 3 3 PERIMETERCAULKI PERIMETER CAULK EXTERIOR EXTERIOR BY OTHER EXTERIOR FINISH BY BY OTHERS EXTERIOR FINISH BY OTHERS REMARKS BY DATE OTHERS O.A. WINDOW _ WIDTH A HORIZONTAL SECTION JAMB- 2X WOOD FRAME THROUGH FRAME INSTALLATION (FLANGE) 1 3/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE CAULK BETWEEN 1X WOOD 1X WOOD BUCK BUCK & CONCRETE/MASONRY BY OTHERS(OPTIONAL) BY OTHERS ;�,�.• CONCRETE OR CMU �� e INSTALLATION ANCHOR SEE • . NOTE 5 SHEET 1 1 1/2" MIN. EDGE DISTANCE,'r. EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH C HORIZONTAL SECTION JAMB -CONCRETE OR CMU THROUGH FRAME INSTALLATION (FLANGE) SEE GLAZING INTERIOR INTERIOR DETAILS SHEET 7 SEE GLAZING DETAILS SHEET 7 O,A. WINDOW WIDTH g HORIZONTAL SECTION JAMB - METAL STUD FRAME CLIP INSTALLATION (FLANGE) 3 THREADS M{N. PENS-FRA710N BEYOND METAL STRUCTURE 1/4" MAX, METAL FRAMING BY OTHERS SHIM SPACE --.� SELF -TAPPING SCREW 0. INSTALLATION ANCHOR SEE NOTE 7 SHEET 1 3/4" MIN. EDGE DISTANCE EXTERIOR EXTERIOR PERIMETER CAULK_/ BY OTH ERS �TE"',""rHBAULK BETWEEN IN &SHEATHING y O.A. WINDOW Y WIDTH OTHERS p HORIZONTAL SECTION JAMB-METALSTUD THROUGH FRAME INSTALLATION (REPLACEMENT) ``1`�117711111lJ!/�// E. 6 pp N .7 7 13 5A OF rr— nc G IOC,•`. ice`/�sS :> BE iris u4 BEACH QmR 33 MI , aFNJA FL F9P( cfa7. oc wTxoxlznno-u M. us7a FL #: FL14590 DATE: 04.06.2019 DWG. BY: CHK. BY: YC I HFN SCALE: NTS DWG-!i: SWD050 SHEET: 5 CAULK BETWEEN 1X WOOD BUCK & CONCRETE/MASONRY BY OTHERS ,,�,'t`.'.• WOOD INSTALLATION ANCHOR SEE NOTE 8 SHEET 1 �. . MIN. EMBEDMENT'`' SEE NOTE 8 SHEET 1 EXTERIOR FIN SH BY OTHERS PERIMETER CAU BY OTHE 1/2" MIN. EDGE 3/4" MIN. EDGE DISTANCE DISTANCE 1/4" MAX. 1/4" MAX. SHIM SPACE SHIM SPACE 2X WOOD BUCK METAL FRAMING BY OTHERS BY OTHERS INTERIOR INTERIOR 1 1 SELF -TAPPING SCREW SEE GLAZING INSTALLATION ANCHOR 2 DETAILS SHEET 7 2 SEE NOTE 9 SHEET 1 SEE GLAZING DETAILS SHEET 7 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE EXTERIOR O.A. WINDOW WIDTH A HORIZONTAL SECTION 6 JAMB -ZX WOOD BUCK NAIL FIN INSTALLATION EXTERIOR U CAULK BETWEEN PERIMETER CAULK FIN & SHEATHING 8Y OTHERS EXTERIOR FINISH BY OTHERS _ O.A. WINDOW WIDTH g HORIZONTAL SECTION 6 JAMB METAL STUD FRAME NAIL FIN INSTALLATION pl. W I N..DrCSW S hnc:.0.0 0 R c [6YONB CDI?6. SHCOK® compAR6.' 171 PWCO DHMYE DOTHAN, AL 36303 PM:8562]1-eS00 F%: 650-]71-3050 zW e x zz Q w Of z F N`n oz n N � � a O a r m a REMARKS BY DATE ma DAWA�MkM FL�Md 33a F PE CERT. OF QU MlZ AM Ha M575 FL #: FL14590 DATE: 04.06.2019 SCALE: NTS DwG.#: SW©050 SHEET: 6 OF 7 BILL OF MATERIALS kTEM NO. DESCRIPTION MATERIAL MANUFACTURER L HEAD,;AMS, SILL FRAME (FIN) VINYL VISION EXTRUSIONS LIMITED IA HEAD, JAMB, SILL FRAME (FRAME) VINYL VISION EXTRUSIONS LIMITED Z JAMB 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 CL'? STEEL - 6 GLASS BEDUING-DOw1199 SILICONE DOW CORNING 7 GLASS REDOING-NOVAGUARD NF160 SILICONE NOVAGUARD 8 SPACER DURA-SEAL NOTE: ALL PVC EXTRUSIONS ARE CERTIFIED UNDER MIAMI DADE NOA 06-0705.03 OJAMB COVER VINYL TYPICAL WALL THICKNESS! .0SD" I f 0.414" -f OHEAD, JAMS, SILL FRAME (FIN) 1A HEAD, JAMB, SILL FRAME (FLANGE) VINYL VINYL WPNDaVys.RiL,, 000Rv TYPICAL WALL TMCKNESS:.060" TYPICAL WALL THICKNESS:.060" '40YONP<opc AR-c'op n6 HPARVI 0.750" 3.BSD" n� 2.720" 1.375" II 1.377u J 3.86" I 1,932" 1.377" J O GLAZING BEAD (INSULATED) O GLAZING LING BEAD (SINGLE GLAZE) O VINYL TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" €-- 0.5" 1.025"� 1.0125" O.A. INSULATED GLA55 CONSISTING OF: 0.250" ANNEALED GLASS' 0.375" AIR SPACE 0,1875" ANNEALED GLASS 3 OA90" PVS INTERLAYER BY SOLUTIA 4 0.1875 ANNEALED GLASS i INTERIOR 0.875" GLASS \ 0.875" GLASS BITE i BITE i ��\ f 6 �I � EXTERIOR - J 8 EXTERIOR / I GLAZING DETAIL 1 0,375" D.A. LAMINATED GLA55 CONSISTING OF: - 0. 1875" ANNEALED GLASS 0.090" PVB INTERLAYER BY SOLU71A 3 0.187S ANNEALED GLASS INTERIOR \ 0.875". GLASS BITE GLAZING DETAIL 2 EXTERIOR INSTALLATION CLIP STEEL TYPICAL WALL THICKNESS:.050" 4" 0.777" p 1.0125" O.A. INSULATED GLASS CONSISTING OF: 0.1875" ANNEALED GLASS' 0,500" AIR SPACE 0.125" ANNEALED GLASS 0,090" PUB INTERLAYER BY SOLUTIA 0.125 ANNEALED GLASS INTERIOR GLAZING DETAIL 3 MAXIMUM UNIT SIZE 36" X 72" NOTE; 1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY G LAZI NG REQUI REMENTS OUTLI N ED IN CURRENT FBC AND ASTM E 1300GLASS CHART REQUI REMENTS. 2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER CH 24 OF THE CURRENT FBC. 3. GLASS UTE5 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 APPUCATION 30 FEET ABOVE GRADE 171 PEMCD DRIVE DOTHAN, AL 36303 PH; 050.271-9900 FX: 650.271.M50 N LJ m Z " o n„ t i g 2 z ¢ zo5o m r w � � m W C, 0 a a F - m ``,Ylkklkl[1l Pf�2,, V� E.,5 N .7 7 SR' OF Frr2 :pT O 196 E. DMA BF. m 8LYO. 13JE D"Lk BEAM. FL 3 . FBPE lSRT. U M11HORJL TDN N.. 29570 FL lt: FL14590 DATE: 04.06.2019 DWG. BY: CHK. BY: YC I HFN SCALE: NTS OWG.Tt: SWD050 DF 7