HomeMy WebLinkAboutPROJECT INFORMATIONINSTALLATION AND
GENERAL NOTES17. 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 WITHMINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TOASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI.D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITHMINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALLTHICKNESS.F. ALUMINUM - MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 1/8"(0.125").GENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLYWITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HASBEEN EVALUATED ACCORDING TO THE FOLLOWING:·TAS 201-94·TAS 202-94·TAS 203-94·AAMA/WDMA/CSA 101/I.S.2/A440-11·ASTM E1886-13a·ASTM E1996-14a2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2XFRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THEFOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OFRECORD FOR THE PROJECT OF INSTALLATION.3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TOPROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN ANDINSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OFRECORD FOR THE PROJECT OF INSTALLATION.4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOTREFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSEINSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTSFOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT INAREAS REQUIRING IMPACT RESISTANCE.6. WINDOW FRAME MATERIAL: PVC7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 7FOR GLAZING DETAILS.8 WATER PROOFING SHALL BE THE RESPONSIBILITY OF THE INSTALLER. FOR BESTPRACTICE, PLEASE REVIEW FMA/AAMA/WDMA INSTALLATION DOCUMENTS.INSTALLATION NOTES:1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATIONSHOWN.2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBEROF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZELISTED.3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2INCH BASED ON QUANTITIES IN DP CHARTS NOT TO EXCEED THE DEPICTEDLOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUTCONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROMONE INSTALLATION ANCHOR TO THE NEXT4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERESPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OFHIGH DENSITY PLASTIC OR BETTER.5. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMINGUSE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2" MINIMUMEMBEDMENT INTO WOOD SUBSTRATE.6. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TOCONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16"DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTIKWIK-CON II OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" MINIMUM EMBEDMENT.7. THROUGH FRAME INSTALLATION : FOR INSTALLATION INTO METAL STUD ORAPPROVED MULLION USE #10 GR. 5 SELF TAPPING SCREWS OF SUFFICIENTLENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METALFRAME SUBSTRATE.8.NAIL FIN: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OFSUFFICIENT LENGTH TO ACHIEVE 1 1/2" MINIMUM EMBEDMENT INTO WOODSUBSTRATE.9. NAIL FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE#10 GR. 5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE.10. CLIP INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOODSCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2" MINIMUM EMBEDMENTINTO WOOD SUBSTRATE.11. CLIP INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TOCONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16"DIAMETER ITW TAPCONS, ELCO ULTRACONS, ELCO CRETE-FLEX OR HILTIKWIK-CON II OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" MINIMUM EMBEDMENT.12. CLIP INSTALLATION : FOR INSTALLATION INTO METAL STUD OR APPROVEDMULLION USE #10 GR. 5 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TOACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAMESUBSTRATE.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 OFCORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.15. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATIONANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREEEDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORMANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BEUSED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTHSPECIFIED BY THE ANCHOR MANUFACTURER.SHEET:DWG. #:1SWD050 BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
FAX: (954)744.4738
WEB: www.buildingdrops.comOFSCALE:NTSYCDWG. BY:DATE:04.06.2019CHK. BY:HFNREMARKSTITLE:BY DATE
7/23/2020 1:18 PMs:\projects\shwinco of alabama\fbc-20-0325 - fbc submittal - revision - fl14590 series 9070 fixed window\dwgs\swd050.dwg
7171 PEMCO DRIVEDOTHAN, AL 36303PH: 850-271-8900 FX: 850-271-3050FL14590FL #:PREPARED BY:
9070 SERIES FIXED WINDOW(HVHZ)THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.DESIGN PRESSUREMAX. OVERALL SIZEMAX D.L.O SIZEDESIGNPRESSUREMISSILEIMPACTRATEDWIDTH HEIGHT WIDTH HEIGHT74.00" 37.00"68 1/4"32.00"+105/-105 PSFLARGE &SMALLMISSILEIMPACTRATED74.00" 24.00"68 1/2" 19 1/2"+150/-150 PSF52 1/2"83.5"48 1/2" 79 1/2"+50/-50 PSF36.00" 72.00"33 1/8" 68 1/8"+70/-70 PSFSHWINCO ARCHITECTURALPRODUCTS, LLCSERIES 9070 FIXED WINDOW(IMPACT)(HVHZ)TABLE OF CONTENTSSHEET REVISIONSECTION DESCRIPTION1-INSTALLATION AND GENERAL NOTES2-ELEVATION AND ANCHOR LAYOUTS3-VERTICAL SECTIONS (THROUGH FRAME INSTALLATION)4-VERTICAL SECTIONS(NAIL FIN INSTALLATION)5-HORIZONTAL SECTION (THROUGH FRAME INSTALLATION)6-HORIZONTAL SECTIONS(NAIL FIN INSTALLATION)7- GLAZING DETAILS & BILL OF MATERIALS
ELEVATIONMAX. O.C. (FIN)ANCHOR SCHEDULEFROM CORNER DIST.SIZE52.5" x 83.5"74" x 37" *74" x 24" *MAX. O.C. (THRU FRAME/CLIP INSTALLATION)HEAD/SILL: 8"JAMB: 8"HEAD/SILL: 8.50"JAMB: 11.75"HEAD/SILL: 11.75"JAMB: 11.75"HEAD: 11.00"JAMB: 11.00"HEAD: 17.00"JAMB: 17.00"5BA33C3B79.50"MAX.D.L.O.HEIGHT48.50"MAX. D.L.O. WIDTH83.50"MAX.UNITHEIGHT52.50"MAX. UNIT WIDTHUNIT MAX.WIDTH 74.00"UNITMAX.HEIGHT37.00""O"ELEVATIONARCH"O""O"UNIT MAX.WIDTH 74.00"UNITMAX.HEIGHT24.00"HEAD/SILL: 8"JAMB: 8"ELEVATIONEYEBROW*REQUIRES INSTALLATION THROUGH ACOMBINATION OF NAILING FIN & FRAMESIMULTANEOUSLY.FIN OR THRU FRAME:3"THRU FRAME: 4"FIN: 3"THRU FRAME: 4"FIN: 3"ELEVATIONNAILFIN INSTALLATION"O"SEE TABLE BELOWTYP. (FIN)SEE TABLE BELOWTYP. (FIN)SEE TABLE BELOWTYP. (NAIL FIN)SEE TABLE BELOWTYP. (NAIL FIN)INSTALLATIONANCHORS (FIN)ELEVATIONFLANGE INSTALLATION"O"SEE TABLE BELOWTYP. (FLANGE)SEE TABLE BELOWTYP. (FLANGE)INSTALLATIONANCHORS (FLANGE)4A4C5D3D4B4D6B5A5C6AC4C4FIXEDWINDOWARCHEYEBROW4B4D6B6A4B4D6B6A36.0" x 72.0"HEAD/SILL: 8"JAMB: 8"HEAD/SILL: 8"JAMB: 8"FIN OR THRU FRAME:3"FIXEDWINDOWELEVATION AND
ANCHOR LAYOUTSHEET:DWG. #:2SWD050 BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
FAX: (954)744.4738
WEB: www.buildingdrops.comOFSCALE:NTSYCDWG. BY:DATE:04.06.2019CHK. BY:HFNREMARKSTITLE:BY DATE
7/23/2020 1:18 PMs:\projects\shwinco of alabama\fbc-20-0325 - fbc submittal - revision - fl14590 series 9070 fixed window\dwgs\swd050.dwg
7171 PEMCO DRIVEDOTHAN, AL 36303PH: 850-271-8900 FX: 850-271-3050FL14590FL #:PREPARED BY:
9070 SERIES FIXED WINDOW(HVHZ)THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.
3CLIP INSTALLATION (FLANGE)VERTICAL SECTIONPRE-CAST SILL - CONCRETE/MASONRYB3 THROUGH FRAME INSTALLATION (REPLACEMENT)VERTICAL SECTIONPRE-CAST SILL - CONCRETE/MASONRYD3 THROUGH FRAME INSTALLATION (REPLACEMENT)VERTICAL SECTIONHEAD - 2X WOOD BUCKAINTERIOREXTERIORSEE GLAZINGDETAILS SHEET 71/4" MAX.SHIM SPACEPRE-CAST SILLBY OTHERSINTERIORSEE GLAZINGDETAILS SHEET 7O.A. WINDOWHEIGHT13O.A. WINDOWHEIGHTEXTERIORWOOD INSTALLATION ANCHORSEE NOTE 5 SHEET 11/4" MAX.SHIM SPACE2CAULK BETWEEN 2X WOOD BUCK& CONCRETE/MASONRYBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER CAULKBY OTHERSCONCRETE OR CMU INSTALLATIONANCHOR SEE NOTE 11 SHEET 13/4" MIN. EDGEDISTANCE MIN. EMBEDMENTSEE NOTE 5 SHEET 1O.A. WINDOWHEIGHTPERIMETER CAULKBY OTHERSEXTERIOR FINISHBY OTHERSSHEATHINGBY OTHERSMETAL FRAMING BY OTHERSSELF-TAPPING SCREWINSTALLATION ANCHORSEE NOTE 7 SHEET 13 THREADS MIN.PENETRATIONBEYOND METAL STRUCTURE3/4" MIN EDGE DISTANCE1/4" MAXIMUMSHIM SPACINGSEE GLAZINGDETAILS SHEET 73 THROUGH FRAME INSTALLATION (FLANGE)VERTICAL SECTIONHEAD - METAL STUD FRAMEC1 1/4" MIN.EMBEDMENT1 1/8" MIN. EDGEDISTANCE2X WOOD BUCKBY OTHERS132PERIMETER CAULKBY OTHERSPRE-CAST SILLBY OTHERSINTERIORSEE GLAZINGDETAILS SHEET 7O.A. WINDOWHEIGHTEXTERIOR311/4" MAX.SHIM SPACE2CONCRETE OR CMU INSTALLATIONANCHOR SEE NOTE 6 SHEET 11 1/4" MIN.EMBEDMENT1 1/8" MIN. EDGEDISTANCEPERIMETER CAULKBY OTHERS3125VERTICAL SECTION
(FLANGE INSTALLATION)SHEET:DWG. #:3SWD050 BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
FAX: (954)744.4738
WEB: www.buildingdrops.comOFSCALE:NTSYCDWG. BY:DATE:04.06.2019CHK. BY:HFNREMARKSTITLE:BY DATE
7/23/2020 1:18 PMs:\projects\shwinco of alabama\fbc-20-0325 - fbc submittal - revision - fl14590 series 9070 fixed window\dwgs\swd050.dwg
7171 PEMCO DRIVEDOTHAN, AL 36303PH: 850-271-8900 FX: 850-271-3050FL14590FL #:PREPARED BY:
9070 SERIES FIXED WINDOW(HVHZ)THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.
4NAILFIN INSTALLATIONVERTICAL SECTIONSILL - 2X WOOD FRAMEBSHEATHING BYOTHERSEXTERIOR FINISHBY OTHERSCAULK BETWEENFIN & SHEATHINGINTERIORSEE GLAZINGDETAILS SHEET 7O.A. WINDOWHEIGHTEXTERIOR31PERIMETER CAULKBY OTHERS2X WOOD FRAMEBY OTHERS1/4" MAX.SHIM SPACEWOOD INSTALLATION ANCHORSEE NOTE 8 SHEET 124 NAILFIN INSTALLATION (FLANGE)VERTICAL SECTIONHEAD - 2X WOOD FRAMEAINTERIOREXTERIORSEE GLAZINGDETAILS SHEET 71/4" MAX.SHIM SPACEO.A. WINDOWHEIGHT132CAULK BETWEENFIN & 2X WOOD BUCKBY OTHERSCAULK BETWEEN2X WOOD BUCK &CONCRETE/MASONRYBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER CAULKBY OTHERSWOOD INSTALLATION ANCHORSEE NOTE 8 SHEET 1 MIN. EMBEDMENTSEE NOTE 5 SHEET 13/4" MIN. EDGEDISTANCE MIN. EMBEDMENTSEE NOTE 5 SHEET 13/4" MIN. EDGEDISTANCE4 NAILFIN INSTALLATION(FLANGE)VERTICAL SECTIONSILL - METAL STUD FRAMEDEXTERIOR FINISHBY OTHERSCAULK BETWEENFIN & SHEATHINGINTERIORSEE GLAZINGDETAILS SHEET 7O.A. WINDOWHEIGHTEXTERIOR31PERIMETER CAULKBY OTHERSMETAL FRAMINGBY OTHERS1/4" MAX.SHIM SPACESELF-TAPPING SCREWINSTALLATION ANCHORSEE NOTE 7 SHEET 123 THREADS MIN.PENETRATIONBEYOND METAL STRUCTURE3/4" MIN. EDGEDISTANCE4EYEBROW OR ARCH UNITS AT HEAD ONLYVERTICAL SECTIONHEAD - 2X WOOD FRAMECINTERIOREXTERIORSEE GLAZINGDETAILS SHEET 71/4" MAX.SHIM SPACE132X WOOD FRAMEBY OTHERSWOOD INSTALLATION ANCHORSEE NOTE 5 & 8 SHEET 12CAULK BETWEENFIN & SHEATHINGEXTERIOR FINISHBY OTHERSPERIMETER CAULKBY OTHERSFLASHING BY OTHERS3/4" MIN. EDGEDISTANCE3/4" MIN. EDGEDISTANCE MIN. EMBEDMENTSEE NOTE 5 SHEET 1 MIN. EMBEDMENTSEE NOTE 5 SHEET 1SHEATHING BYOTHERSO.A. WINDOWHEIGHTVERTICAL SECTION
(NAIL FIN INSTALLATION)SHEET:DWG. #:4SWD050 BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
FAX: (954)744.4738
WEB: www.buildingdrops.comOFSCALE:NTSYCDWG. BY:DATE:04.06.2019CHK. BY:HFNREMARKSTITLE:BY DATE
7/23/2020 1:18 PMs:\projects\shwinco of alabama\fbc-20-0325 - fbc submittal - revision - fl14590 series 9070 fixed window\dwgs\swd050.dwg
7171 PEMCO DRIVEDOTHAN, AL 36303PH: 850-271-8900 FX: 850-271-3050FL14590FL #:PREPARED BY:
9070 SERIES FIXED WINDOW(HVHZ)THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.
2X WOOD BUCKBY OTHERSINTERIORPERIMETER CAULKBY OTHERSEXTERIOR FINISH BYOTHERS1/4" MAX.SHIM SPACESEE GLAZINGDETAILS SHEET 7EXTERIOR5THROUGH FRAME INSTALLATION (FLANGE)HORIZONTAL SECTIONJAMB - 2X WOOD FRAMEAO.A. WINDOWWIDTH MIN. EMBEDMENTSEE NOTE 5 SHEET 13/4" MIN.EDGE DISTANCE1X WOOD BUCKBY OTHERS(OPTIONAL)CAULK BETWEEN 1X WOODBUCK & CONCRETE/MASONRYBY OTHERSCONCRETE OR CMUINSTALLATION ANCHOR SEENOTE 6 SHEET 11/4" MAX.SHIM SPACESEE GLAZINGDETAILS SHEET 75THROUGH FRAME INSTALLATION (FLANGE)HORIZONTAL SECTIONJAMB - CONCRETE OR CMUC132O.A. WINDOWWIDTH1 3/4" MIN.EMBEDMENT1 1/2" MIN.EDGE DISTANCEMETAL FRAMING BY OTHERSINTERIORPERIMETER CAULKBY OTHERSEXTERIOR FINISH BYOTHERSSELF-TAPPING SCREWINSTALLATION ANCHORSEE NOTE 7 SHEET 11/4" MAX.SHIM SPACESEE GLAZINGDETAILS SHEET 7EXTERIOR3 THREADS MIN.PENETRATIONBEYOND METAL STRUCTURE3/4" MIN.EDGE DISTANCECAULK BETWEENFIN & SHEATHING5THROUGH FRAME INSTALLATION (REPLACEMENT)HORIZONTAL SECTIONJAMB-METAL STUDD12O.A. WINDOWWIDTH3INTERIOREXTERIORWOOD INSTALLATION ANCHORSEE NOTE 5 SHEET 1PERIMETER CAULKBY OTHERSEXTERIOR FINISH BYOTHERSINTERIORPERIMETER CAULKBY OTHERSEXTERIOR FINISH BYOTHERS1/4" MAX.SHIM SPACEEXTERIORO.A. WINDOWWIDTH3 THREADS MIN.PENETRATIONBEYOND METAL STRUCTURE3/4" MIN.EDGE DISTANCEMETAL FRAMING BY OTHERSSELF-TAPPING SCREWINSTALLATION ANCHORSEE NOTE 12 SHEET 15CLIP INSTALLATION (FLANGE)HORIZONTAL SECTIONJAMB - METAL STUD FRAMEB123SEE GLAZINGDETAILS SHEET 75132HORIZONTAL SECTION
(FLANGE INSTALLATION)SHEET:DWG. #:5SWD050 BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
FAX: (954)744.4738
WEB: www.buildingdrops.comOFSCALE:NTSYCDWG. BY:DATE:04.06.2019CHK. BY:HFNREMARKSTITLE:BY DATE
7/23/2020 1:18 PMs:\projects\shwinco of alabama\fbc-20-0325 - fbc submittal - revision - fl14590 series 9070 fixed window\dwgs\swd050.dwg
7171 PEMCO DRIVEDOTHAN, AL 36303PH: 850-271-8900 FX: 850-271-3050FL14590FL #:PREPARED BY:
9070 SERIES FIXED WINDOW(HVHZ)THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.
2X WOOD BUCKBY OTHERSCAULK BETWEEN 1X WOODBUCK &CONCRETE/MASONRYBY OTHERSINTERIORPERIMETER CAULKBY OTHERSEXTERIOR FINISH BYOTHERSWOOD INSTALLATION ANCHORSEE NOTE 8 SHEET 11/4" MAX.SHIM SPACESEE GLAZINGDETAILS SHEET 7EXTERIOR6NAIL FIN INSTALLATIONHORIZONTAL SECTIONJAMB - 2X WOOD BUCKA132O.A. WINDOWWIDTH1/2" MIN. EDGEDISTANCE MIN. EMBEDMENTSEE NOTE 8 SHEET 1METAL FRAMING BY OTHERSINTERIORPERIMETER CAULKBY OTHERSEXTERIOR FINISH BYOTHERSSELF-TAPPING SCREWINSTALLATION ANCHORSEE NOTE 9 SHEET 11/4" MAX.SHIM SPACEEXTERIOR132O.A. WINDOWWIDTH3/4" MIN. EDGEDISTANCE3 THREADS MIN.PENETRATIONBEYOND METAL STRUCTURECAULK BETWEENFIN & SHEATHING6NAIL FIN INSTALLATIONHORIZONTAL SECTIONJAMB-METAL STUD FRAMEBSEE GLAZINGDETAILS SHEET 7HORIZONTAL SECTION
(NAIL FIN INSTALLATION)SHEET:DWG. #:6SWD050 BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
FAX: (954)744.4738
WEB: www.buildingdrops.comOFSCALE:NTSYCDWG. BY:DATE:04.06.2019CHK. BY:HFNREMARKSTITLE:BY DATE
7/23/2020 1:18 PMs:\projects\shwinco of alabama\fbc-20-0325 - fbc submittal - revision - fl14590 series 9070 fixed window\dwgs\swd050.dwg
7171 PEMCO DRIVEDOTHAN, AL 36303PH: 850-271-8900 FX: 850-271-3050FL14590FL #:PREPARED BY:
9070 SERIES FIXED WINDOW(HVHZ)THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.
2JAMB COVERVINYLTYPICAL WALL THICKNESS: .060"NOTE:ALL PVC EXTRUSIONS ARE CERTIFIED UNDER MIAMI DADE NOA 06-0705.033GLAZING BEAD (INSULATED)VINYLTYPICAL WALL THICKNESS: .050"0.5"1.025"1.595"0.414"0.375" O.A. LAMINATED GLASSCONSISTING OF:0.1875" ANNEALED GLASS0.090" PVB INTERLAYER BY SOLUTIA0.1875 ANNEALED GLASS0.875" GLASSBITEGLAZING DETAIL 2INTERIOREXTERIOR41.0125" O.A. INSULATED GLASSCONSISTING OF:0.250" ANNEALED GLASS40.375" AIR SPACE0.1875" ANNEALED GLASS0.090" PVB INTERLAYER BY SOLUTIA0.1875 ANNEALED GLASSGLAZING DETAIL 1INTERIOREXTERIOR368680.875" GLASSBITE1HEAD, JAMB, SILL FRAME (FIN)VINYLTYPICAL WALL THICKNESS: .060"1.932"3.86"1AHEAD, JAMB, SILL FRAME (FLANGE)VINYLTYPICAL WALL THICKNESS: .060"4GLAZING BEAD (SINGLE GLAZE)VINYLTYPICAL WALL THICKNESS: .050"1.025"0.5"5INSTALLATION CLIPSTEELTYPICAL WALL THICKNESS: .050"4"0.055"0.777"NOTE:1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZINGREQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASSCHART REQUIREMENTS.2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER CH 24 OF THECURRENT FBC.3. GLASS LITES THAT EXCEED 36" IN WIDTH SHALL USE SETTING BLOCKS AT1/4 SPAN FROM CORNERS.4. TEMPERED GLASS ON SACRIFICIAL LITE SHALL BE USE ON APPLICATION 30FEET ABOVE GRADE0.750"3.860"2.720"1.375"1.377"1.377"1.0125" O.A. INSULATED GLASSCONSISTING OF:0.1875" ANNEALED GLASS40.500" AIR SPACE0.125" ANNEALED GLASS0.090" PVB INTERLAYER BY SOLUTIA0.125 ANNEALED GLASSGLAZING DETAIL 3MAXIMUM UNIT SIZE 36" X 72"INTERIOREXTERIOR3680.875" GLASSBITEGLAZING DETAILS AND
BILL OF MATERIALSSHEET:DWG. #:7SWD050 BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
FAX: (954)744.4738
WEB: www.buildingdrops.comOFSCALE:NTSYCDWG. BY:DATE:04.06.2019CHK. BY:HFNREMARKSTITLE:BY DATE
7/23/2020 1:18 PMs:\projects\shwinco of alabama\fbc-20-0325 - fbc submittal - revision - fl14590 series 9070 fixed window\dwgs\swd050.dwg
7171 PEMCO DRIVEDOTHAN, AL 36303PH: 850-271-8900 FX: 850-271-3050FL14590FL #:PREPARED BY:
9070 SERIES FIXED WINDOW(HVHZ)THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.