831 BEACH AVE RES23-0016 Andersen Fixed Window Info REV 3-2-23_1TABLE OF CONTENTSSHEETSHEET DESCRIPTION1GENERAL & INSTALLATION NOTES23ANCHOR LAYOUTSGENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED TO COMPLY WITH THE CURRENT FLORIDABUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEENEVALUATED ACCORDING TO THE FOLLOWING:·TAS 201-94·TAS 202-94·TAS 203-942. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRING APPLIED PRODUCTLOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THEENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OFINSTALLATION.3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED ANDANCHORED TO PROPERLY TRANSFER ALL LOADS TO THESTRUCTURE. BUCK DESIGN AND INSTALLATION IS THERESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORDFOR THE PROJECT OF INSTALLATION.4. 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.5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIREDTO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACTRESISTANCE.6. WINDOW FRAME MATERIAL: PONDEROSA PINE OR EQUAL.MINIMUM SPECIFIC GRAVITY OF 0.40.7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASSCHARTS. SEE SHEET 6 FOR GLAZING DETAILS.8. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:X: OPERABLE PANELO: FIXED PANEL9. IN ACCORDANCE WITH THE CURRENT FBC, WOODCOMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED ORSHALL BE OF A DURABLE SPECIES AS PER CH. 23 OF THE FBC.10.LVL FRAME MATERIAL COMPLIES WITH APPLICABLE FBCSTANDARDS FOR STRUCTURAL COMPOSITE LUMBER.11.CUSTOM SIZES AVAILABLE UPON REQUEST.INSTALLATION NOTES:1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,UNLESS OTHERWISE STATED.2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OFANCHORS TO BE USED FOR PRODUCT INSTALLATION.3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OFTHE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUTCONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONEINSTALLATION ANCHOR TO THE NEXT.4.INSTALLATION CLIP: FOR INSTALLATION THROUGH 2X WOOD FRAME USE TWO (2) #8WOOD SCREW OR ONE (1) #10 WOOD SCREW PER INSTALLATION CLIP OF SUFFICIENTLENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.INSTALLATION CLIP MAY BE USED FLAT AGAINST 2X WOOD BUCK OR BENT AROUND 2XWOOD BUCK.5. INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3/16 INCH ITW TAPCON PERINSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUMEMBEDMENT.6. INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8SELF-DRILLING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS MINIMUM PENETRATION THROUGH METAL FRAME SUBSTRATE.7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDINGBUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFCORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATIONANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OFBLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.10. 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.11. 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 MINIMUMCOMPRESSIVE 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 WITHMINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF33 MILS (20 GAUGE).F. ALUMINUM - 1/8" MINIMUM THICKNESS (6063-T5).ANDERSEN CORPORATION, INC400 SERIES CASEMENT FIXED WINDOWS(HVHZ)(IMPACT)ELEVATIONSGENERAL & INSTALLATION NOTES4SHEET:DWG. #:AWD183 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSHRDWG. BY:DATE:10.01.17CHK. BY:HFNREMARKSTITLE:BY DATE400 SERIES CASEMENT FIXED WINDOWS(HVHZ)(IMPACT)10/11/2020 10:46 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15905\dwgs\15905.3\awd183.dwg7FL15905FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGESM4.14.156TH FBC CODE CHANGEHR10.1.171THE 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.7TH FBC CODE CHANGESR3.20.20DESIGN PRESSURE+ 70.0 /- 80.0 PSFUNITP5060ET8GLAZING DETAILS56VERTICAL & HORIZONTAL SECTIONS COMPONENTS & BILL OF MATERIALS7VERTICAL SECTIONSCTC3CTR6010IMPACT RATINGLARGE & SMALLMISSILE IMPACTRATEDNOTE: SEE SHEET 6 FOR APPLICABLEGLAZING OPTIONSDigitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.10.15 10:02:28 +02'00'
71.875"MAX.UNITHEIGHT67.250"MAX.D.L.O.HEIGHT"O"B44A4D59.875" MAX.UNIT WIDTH55.125" MAX.D.L.O. WIDTHELEVATION95.250" MAX.UNIT WIDTH90.750" MAX.D.L.O. WIDTH21.000"MAX.UNITHEIGHT16.500"MAX.D.L.O.HEIGHT"O"F55EOVALQUARTER ROUNDCIRCLEHALF CIRCLEQUALIFIED SHAPES4DELEVATION71.875" MAX.UNIT WIDTH12.00"MAX.UNITHEIGHT4DB44DELEVATION"O"CTR6010ET871.875" MAX.UNIT WIDTH67.375" MAX.D.L.O. WIDTH38.250"MAX.UNITHEIGHT33.750"MAX.D.L.O.HEIGHTC44AELEVATIONCTC3OPPOPPG5CTQOVLCIRCTCP5060"O"A4H567.375" MAX.D.L.O. WIDTH7.50"MAX.D.L.O.HEIGHTNOTE:WINDOW WIDTH (W) AND HEIGHT(H) ARE INTERCHANGEABLE FOR ALLSIZES SHOWN HEREIN NOT TO EXCEEDMAXIMUM TESTED SQUARE FOOT AREA.ANCHOR SPACING SHALL NOT EXCEEDTHOSE SHOWN FOR LONG OR SHORT LEGOF UNIT.(W)(W)(H)(H) ELEVATIONSSHEET:DWG. #:AWD183 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSHRDWG. BY:DATE:10.01.17CHK. BY:HFNREMARKSTITLE:BY DATE400 SERIES CASEMENT FIXED WINDOWS(HVHZ)(IMPACT)10/11/2020 10:46 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15905\dwgs\15905.3\awd183.dwg7FL15905FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGESM4.14.156TH FBC CODE CHANGEHR10.1.172THE 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.7TH FBC CODE CHANGESR3.20.20
"O"6" FROM CORNER TYP.ANCHOR LAYOUT12" MAX. O.C.AT HEAD & SILL15" MAX. O.C.AT JAMBS6" FROM CORNER TYP.INSTALLATIONCLIP"O""O"ANCHOR LAYOUTANCHOR LAYOUTANCHOR LAYOUT"O"11" MAX. O.C.AT HEAD & SILL6" FROM CORNER TYP.ANCHOR AT MIDSPANAT JAMBS20" MAX. O.C.6" FROM CORNER20" MAX. O.C.6" FROM CORNER20" MAX. O.C.6" FROM CORNER6" FROM CORNER20" MAX. O.C.ET - UNITSCTC,CTQ,CIR,OVL - UNITSCTR - UNITSP - UNITSANCHOR LAYOUTSSHEET:DWG. #:AWD183 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSHRDWG. BY:DATE:10.01.17CHK. BY:HFNREMARKSTITLE:BY DATE400 SERIES CASEMENT FIXED WINDOWS(HVHZ)(IMPACT)10/11/2020 10:46 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15905\dwgs\15905.3\awd183.dwg7FL15905FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGESM4.14.156TH FBC CODE CHANGEHR10.1.173THE 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.7TH FBC CODE CHANGESR3.20.20
1 1/8" MIN. EDGEDISTANCE1/4" MAX.SHIM SPACE4INSTALLATION CLIPVERTICAL SECTIONSILL - CONCRETE/MASONRYA1 1/4" MIN.EMBEDMENTPERIMETER SEALANTBY OTHERSCONCRETE/MASONRY BYOTHERSO.A.WINDOWHEIGHT12A4A53/16" ITW TAPCONINSTALLATION ANCHOR ONE(1) PER CLIPEXTERIORINTERIOR324INSTALLATION CLIPHORIZONTAL SECTIONJAMB - METAL STUDD4INSTALLATION CLIPVERTICAL SECTIONHEAD - 2X WOOD FRAMECCAULK BETWEENFIN & 2XWOOD BUCK2X WOOD FRAMINGBY OTHERSEXTERIOR FINISHBY OTHERSINTERIOREXTERIORO.A. WINDOWHEIGHTPERIMETER SEALANTBY OTHERS3/4" MIN. EDGEDISTANCE89101111/4" MAX.SHIM SPACE1 1/2" MIN.EMBEDMENT3 THREADS MIN.PENETRATION BEYONDMETAL STRUCTUREINTERIORCAULK BETWEENFIN & SHEATHINGSHEATHINGBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS#8 SELF-DRILLING SCREWINSTALLATION ANCHORTWO (2) PER CLIPEXTERIORMETAL STUD FRAMINGBY OTHERSO.A. WINDOWWIDTH12B4A5A3ASEE GLAZINGDETAILS SHEET 6SEE GLAZINGDETAILS SHEET 6SEE GLAZINGDETAILS SHEET 6NOTE: OPTIONAL 1X WOOD BUCKMAY BE EMPLOYED.4INSTALLATION CLIPVERTICAL SECTIONHEAD - 2X WOOD BUCKBINTERIOREXTERIORO.A. WINDOWHEIGHT234A15SEE GLAZINGDETAILS SHEET 6CAULK BETWEENNAILING FLANGE & 2XWOOD BUCKCAULK BETWEENCONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS2X WOOD BUCKBY OTHERSEXTERIOR FINISHBY OTHERS1/4" MAX.SHIM SPACE(2) #8 WOOD SCREWS OR(1) #10 WOOD SCREWINSTALLATION ANCHORPER CLIP(2) #8 WOOD SCREWS OR(1) #10 WOOD SCREWINSTALLATION ANCHORPER CLIP3/4" MIN.EDGE DISTANCE1 1/2" MIN.EMBEDMENT1/4" MAX. SHIM SPACENOTE: NAILING FIN USE IS REQUIREDWHEN INSTALLATION CLIP IS WRAPPEDAROUND BUCK AS SHOWN IN DETAILB/4.1/2" MIN.EDGE DISTANCEVERTICAL & HORIZONTAL SECTIONSSHEET:DWG. #:AWD183 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSHRDWG. BY:DATE:10.01.17CHK. BY:HFNREMARKSTITLE:BY DATE400 SERIES CASEMENT FIXED WINDOWS(HVHZ)(IMPACT)10/11/2020 10:46 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15905\dwgs\15905.3\awd183.dwg7FL15905FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGESM4.14.156TH FBC CODE CHANGEHR10.1.174THE 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.7TH FBC CODE CHANGESR3.20.20
CAULK BETWEENNAILING FLANGE & 2XWOOD BUCK5INSTALLATION CLIPVERTICAL SECTIONHEAD - 2X WOOD BUCKFCAULK BETWEENCONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS2X WOOD BUCKBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS1 1/4" MIN.EMBEDMENTCAULK BETWEENNAILING FLANGE & 1X WOODFRAME1/4" MAX.SHIM SPACE5INSTALLATION CLIPVERTICAL SECTIONSILL - 1X WOOD/CONCRETE/MASONRYE 2 1/2" MIN.EDGE DISTANCECAULK BETWEENCONCRETE/MASONRY & 1X WOOD FRAME BY OTHERS1X WOOD BUCKBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERSCONCRETE/MASONRY BYOTHERSO.A.WINDOWHEIGHT1/4" MAX.SHIM SPACEO.A.WINDOWHEIGHT3/4" MIN. EDGEDISTANCE1 1/2" MIN.EMBEDMENTINTERIOR3/16" ITW TAPCONINSTALLATION ANCHOR ONE(1) PER CLIPINTERIOREXTERIOREXTERIORNOTE: NAILING FIN AND 1X WOODBUCK OPTIONAL.5B67A5B674B4BCAULK BETWEENFIN & SHEATHING1/4" MAX.SHIM SPACESHEATHINGBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS#8 SELF-DRILLING SCREWINSTALLATION ANCHORTWO (2) PER CLIPMETAL STUD FRAMINGBY OTHERSINTERIOREXTERIOR5B67A4B5INSTALLATION CLIPVERTICAL SECTIONHEAD - 2X WOOD FRAMEG1/4" MAX.SHIM SPACEO.A.WINDOWHEIGHT1 1/2" MIN.EMBEDMENTINTERIOREXTERIOR5B674B5INSTALLATION CLIPVERTICAL SECTIONSILL - METAL STUDH3 THREAD MIN. PENETRATIONBEYOND METAL STRUCTURECAULK BETWEENFIN & 2XWOOD BUCK2X WOOD FRAMINGBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS3/4" MIN. EDGEDISTANCESEE GLAZINGDETAILS SHEET 6SEE GLAZINGDETAILS SHEET 6SEE GLAZINGDETAILS SHEET 6SEE GLAZINGDETAILS SHEET 6(2) #8 WOOD SCREWS OR(1) #10 WOOD SCREWINSTALLATION ANCHORPER CLIP(2) #8 WOOD SCREWS OR(1) #10 WOOD SCREWINSTALLATION ANCHORPER CLIPO.A.WINDOWHEIGHT1/2" MIN. EDGEDISTANCEVERTICAL SECTIONSSHEET:DWG. #:AWD183 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSHRDWG. BY:DATE:10.01.17CHK. BY:HFNREMARKSTITLE:BY DATE400 SERIES CASEMENT FIXED WINDOWS(HVHZ)(IMPACT)10/11/2020 10:46 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15905\dwgs\15905.3\awd183.dwg7FL15905FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGESM4.14.156TH FBC CODE CHANGEHR10.1.175THE 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.7TH FBC CODE CHANGESR3.20.20
GLAZING DETAIL 3INTERIOREXTERIOR"3.1-M" 26.3 MM O.A. I.G. CONSISTING OF:3.1 MM ANNEALED GLASSAIR SPACE4.7 MM ANNEALED0.095" SENTRYGLAS INTERLAYER BY DUPONT4.7 MM ANNEALEDDOW CORNING 9-1350SILICONE BEDDINGGLAZING DETAIL 3TINTERIOREXTERIOR"3.1T-M" 26.3 MM O.A. I.G. CONSISTING OF:3.1 MM TEMPERED GLASSAIR SPACE4.7 MM ANNEALED0.095" SENTRYGLAS INTERLAYER BY DUPONT4.7 MM ANNEALEDDOW CORNING 9-1350SILICONE BEDDINGGLAZING DETAIL 2INTERIOREXTERIOR"3.9-M" 27.1 MM O.A. I.G. CONSISTING OF:3.9 MM ANNEALED GLASSAIR SPACE4.7 MM ANNEALED0.095" SENTRYGLAS INTERLAYER BY DUPONT4.7 MM ANNEALEDGLAZING DETAIL 2TINTERIOREXTERIOR"3.9T-M" 27.1 MM O.A. I.G. CONSISTING OF:3.9 MM TEMPERED GLASSAIR SPACE4.7 MM ANNEALED0.095" SENTRYGLAS INTERLAYER BY DUPONT4.7 MM ANNEALEDDOW CORNING 9-1350SILICONE BEDDINGGLAZING DETAIL 1INTERIOREXTERIORGLAZING DETAIL 4INTERIOREXTERIOR"3.0/13.0/11.7-M" 27.7 MM O.A. I.G. CONSISTING OF:3.0 MM ANNEALED GLASSAIR SPACE4.7 MM ANNEALED0.095" SENTRYGLAS INTERLAYER BY DUPONT4.7 MM ANNEALEDDOW CORNING 9-1350SILICONE BEDDINGNOTE: GLAZING DETAIL 4 FOR ET-UNITS &CTC-UNITS ONLY. L.M.I. & S.M.I. RATED.0.500" GLASSBITE0.500" GLASSBITE0.500" GLASSBITE0.500" GLASSBITE0.500" GLASSBITENOTE: GLAZING DETAIL 1 FOR USE WITH ALL UNITS.L.M.I. & S.M.I. RATED.NOTE: GLAZING DETAIL 2 FOR USE WITH P-UNITS.SEE L.M.I. GLAZING TABLE FOR APPLICABLESIZES.DOW CORNING 9-1350SILICONE BEDDINGNOTE: GLAZING DETAIL 3 FOR USE WITH P-UNITSAND CTR-UNITS. SEE L.M.I. GLAZING TABLEFOR APPLICABLE SIZES.NOTE: GLAZING DETAIL 2T FOR USE WITH P-UNITS.SEE L.M.I. & S.M.I. GLAZING TABLE FORAPPLICABLE SIZES.NOTE: GLAZING DETAIL 3T FOR USE WITH P-UNITS ANDCTR-UNITS. SEE L.M.I. & S.M.I. GLAZING TABLEFOR APPLICABLE SIZES.9/16" O.A. MONOLITHIC LAM.GLASS CONSISTING OF:1/4" ANNEALED GLASS0.090" PVB SAFLEX BY EASTMANOR BUTACITE BY DUPONT INTERLAYER1/4" ANNEALEDDOW CORNING 9-1350SILICONE BEDDING0.500" GLASSBITE12GLAZING NOTES:1. GLASS TYPE AND THICKNESS SHALL COMPLY WITHASTM E1300 REQUIREMENTS AS WELL AS APPLICABLESAFETY GLAZING REQUIREMENTS PER THE FBC.THICKNESS, TEMPER, AND SAFETY GLAZINGREQUIREMENTS SHALL BE REVIEWED ON A SITESPECIFIC BASIS.2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A) AS REFERENCED IN FBC CHAPTER 24.3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTHFOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24.4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAXVALUES IN GLASS CHARTS.GLAZING DETAILSSHEET:DWG. #:AWD183 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSHRDWG. BY:DATE:10.01.17CHK. BY:HFNREMARKSTITLE:BY DATE400 SERIES CASEMENT FIXED WINDOWS(HVHZ)(IMPACT)10/11/2020 10:46 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15905\dwgs\15905.3\awd183.dwg7FL15905FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGESM4.14.156TH FBC CODE CHANGEHR10.1.176THE 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.7TH FBC CODE CHANGESR3.20.20
2FRAME - HEADWOOD4BINTERIOR GLASS STOPWOOD5EXTERIOR GLASS STOP-HEAD & SILLWOOD4.125"1.375"1.140"1.105"0.035"1.419"0.832"2BFRAME - JAMBWOOD5AEXTERIOR GLASS STOP-JAMBSWOOD2AFRAME - SILLWOOD2.942"4.125"1.355"2.943"4.122"1.360"1.419"0.926"1.000"0.719"4AINTERIOR GLASS STOPWOOD1EXTERIOR FRAME AND FLANGEVINYL1.25"1.277"2.24"1.688"0.953"3I.G. TRIM STOP WOOD5BEXTERIOR GLASS STOPWOOD0.920"0.670"0.875"0.500"6EXTERIOR FRAME CLADDINGVINYL3.642"3.112"0.037"7FRAME - HEAD/JAMBWOOD7AFRAME - SILLWOOD5.834"4.121"0.994"2.840"5.834"1.427"NOTES:A. ALL WOOD TO BE PONDEROSA PINE OR EQUIVALENT. MINIMUMSPECIFIC GRAVITY OF 0.40.B. LVL FRAME MATERIAL COMPLIES WITH APPLICABLE FBC STANDARDSFOR STRUCTURAL COMPOSITE LUMBER.8LVL FRAME - HEADLVL9LVL FRAME - TRIM STOPLVL10INTERIOR LVL GLASS STOP HEADLVL11EXTERIOR LVL GLASS STOPLVL1.000"0.719"1.563"0.836"4.125"1.140"1.340"1.688"0.688"0.953"2.125"12MONO. TRIM STOPLVLCOMPONENTS & BILL OF MATERIALSSHEET:DWG. #:AWD183 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSHRDWG. BY:DATE:10.01.17CHK. BY:HFNREMARKSTITLE:BY DATE400 SERIES CASEMENT FIXED WINDOWS(HVHZ)(IMPACT)10/11/2020 10:46 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15905\dwgs\15905.3\awd183.dwg7FL15905FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGESM4.14.156TH FBC CODE CHANGEHR10.1.177THE 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.7TH FBC CODE CHANGESR3.20.20