831 BEACH AVE RES23-0016 Andersen Swing Doors Info REV 3-2-23_1SHEET:DWG. #:1AWD126 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:07.22.19CHK. BY:HFNREMARKSTITLE:BY DATEA-SERIES FRENCHWOOD HINGEDPATIO DOOR - OUTSWING WITHSTORMWATCH PROTECTION(HVHZ)(IMPACT)10/13/2020 12:55 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14285\dwgs\14285.3\awd126 14285.3.dwg8FL14285FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGE SM 4.8.156TH FBC CODE CHANGE HR 8.9.17ANCHOR UPDATEYC7.22.19THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT7TH FBC CODE CHANGE SR 3.17.20TABLE OF CONTENTSSHEETSHEET DESCRIPTION1GENERAL AND INSTALLATION NOTES2ELEVATION AND ANCHOR LAYOUTELEVATION AND ANCHOR LAYOUT34ANDERSEN CORPORATIONA-SERIES FRENCHWOOD HINGED PATIO DOOR - OUTSWINGWITH STORMWATCH PROTECTIONMISSILE IMPACT RATINGGENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED TO COMPLY WITH THE CURRENT FLORIDABUILDING CODE (FBC), CURRENT INTERNATIONAL BUILDING CODEAND CURRENT INTERNATIONAL RESIDENTIAL CODE INCLUDINGHVHZ AND HAS BEEN EVALUATED ACCORDING TO THEFOLLOWING:·AAMA/WDMA/CSA 101/I.S.2/A440-11·ASTM 1886-12·ASTM 1996-12·TAS 201-94·TAS 202-94·TAS 203-942. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTINGSYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIEDPRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER 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 RECORD FORTHE PROJECT OF INSTALLATION.4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ANDMAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IFSITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THEREQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER ORARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT.5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TOPROTECT THIS PRODUCT IN AREAS REQUIRING IMPACTRESISTANCE.6. DOOR FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENTWITH FIBERGLASS CLADDING.(MIN SG = 0.40)7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.SEE SHEET 4 FOR GLAZING DETAILS.8. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:X: OPERABLE PANELO: FIXED PANEL9. CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGNPRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARDSIZE.10.IN ACCORDANCE WITH THE CURRENT FBC, WOOD COMPONENTSSHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF ADURABLE SPECIES AS PER CH 23.11.IN ACCORDANCE WITH THE FBC, DISSIMILAR METALS INCLUDINGFASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUMUNIT FRAMING SHALL BE PROTECTED AS PER CH 20.INSTALLATION NOTES:1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHORLOCATION SHOWN, UNLESS OTHERWISE STATED.2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUMNUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCEOF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUTDETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATIONANCHOR TO THE NEXT.4. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, ORDIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH OR 1/4 INCH ITWTAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1 3/4 INCH MINIMUMEMBEDMENT.5. FOR INSTALLATION INTO 2X BUCK USE #10 WOOD SCREW OFSUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENTINTO WOOD SUBSTRATE.6. FOR INSTALLATION THROUGH METAL FRAME USE #10 SELF-TAPPINGSCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUMPENETRATION BEYOND METAL FRAME SUBSTRATE.7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, ANDSIDING.8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADEOF CORROSION RESISTANT MATERIAL OR HAVE A CORROSIONRESISTANT COATING.9.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 OFMORTAR JOINT INTO FACE SHELL OF BLOCK.10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'SINSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED INSUBSTRATES 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-90WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI ANDGROUT CONFORMS TO ASTM C 476, MINIMUM GROUTCOMPRESSIVE STRENGTH OF 2000 PSI.D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTMC-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI.E. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM WALLTHICKNESS OF 33 MILS (0.033" or 20 GAUGE). MIN. 1/2" EDGEDISTANCE.F. ALUMINUM - MINIMUM 1/8" THICKNESS. (6063-T5)5PRESSURE TABLES & GLAZING DETAILSLARGE AND SMALL MISSILEIMPACT RATEDVERTICAL SECTIONS67HORIZONTAL SECTIONS COMPONENTS & BILL OF MATERIALSWATER RATINGW/ WATER INFILTRATION8LOCK COMPONENT DETAILSGENERAL AND INSTALLATION NOTES(HVHZ)(IMPACT)Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.10.15 09:47:56 +02'00'
"X""O"ELEVATIONELEVATIONUNIT MAX.WIDTH 38.125"ACTIVEPANEL MAX.WIDTH 35.100"D.L.O. MAX.WIDTH 26.874"B5C5UNIT MAX.WIDTH 38.125"ACTIVEPANEL MAX.WIDTH 35.100"D.L.O. MAX.WIDTH 26.874"B5C5F66E6HUNITMAX.HEIGHT119.500"D.L.O MAX.HEIGHT103.437"PANEL MAX.HEIGHT116.469"UNITMAX.HEIGHT119.500"D.L.O MAX.HEIGHT103.437"PANEL MAX.HEIGHT116.469"165AD55AD5NOTE:1) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGENDREQUIREMENTS.2) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALLUTILIZE 4 HINGES, AND DOORS EQUAL TO OR LESS THAN 6'-10 3/8" SHALL UTILIZE 3 HINGES.3) RECEIVER REQUIREMENTS - ALL DOORS UTILIZE CENTER RECEIVER BASKET, DOORS GREATER THAN 8' TALL SHALL UTILIZE 3 END RECEIVERS,DOORS EQUAL TO OR LESS THAN 8' TALL SHALL UTILIZE 2 END RECEIVERS (TOP & BOTTOM) = ONE (1) ANCHOR THRU HINGE PLATE = ANCHORS THRU END RECEIVER-WOOD OR METAL: THREE (3)-CONCRETE/MASONRY: TWO (2) = ANCHORS THRU CENTER RECEIVER- WOOD OR STEEL: FOUR (4)-CONCRETE/MASONRY: TWO (2)ACTIVE DOOR LEGEND (X)STATIONARY DOOR LEGEND (O) = ADDITIONAL FIELD DRILLED 3/16"ITW TAPCON ANCHOR FOR DOORS EQUALTO AND LESS THAN 10' IN HEIGHT, APPLIESTO INSTALLATION INTOCONCRETE/MASONRY SUBSTRATES WHENUTILIZING 3/16" ITW TAPCONS ONLY.ADDITIONAL FASTENERS NOT REQUIREDWHEN 1/4" ITW TAPCONS ARE UTILIZED.*MIN. EDGE DISTANCESANCHORCONCRETE CMU3/16" TAPCON1/4" TAPCON2 1/8"2 1/8"2 3/8"3 1/2"*MIN. EDGE DISTANCES FORINSTALLATION OF STATIONARY DOORSONLY"X"SEE TABLEBELOW"O"SEE TABLEBELOW4" FROMCORNERS(1) ADD'L END RECEIVERFOR DOORS OVER8' IN HEIGHTANCHOR LAYOUTOPERABLEANCHOR LAYOUTSTATIONARYMAX SPACE FROMCORNER 9.625"MAX SPACE FROMCORNER 9.625"SEE TABLEBELOWSEE TABLEBELOWSHEET:DWG. #:2AWD126 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:07.22.19CHK. BY:HFNREMARKSTITLE:BY DATEA-SERIES FRENCHWOOD HINGEDPATIO DOOR - OUTSWING WITHSTORMWATCH PROTECTION(HVHZ)(IMPACT)10/13/2020 12:55 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14285\dwgs\14285.3\awd126 14285.3.dwg8FL14285FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGE SM 4.8.156TH FBC CODE CHANGE HR 8.9.17ANCHOR UPDATEYC7.22.19THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT7TH FBC CODE CHANGE SR 3.17.208' ELEVATIONS
ELEVATION"X""X"UNIT MAX.WIDTH 75.250"ACTIVEPANEL MAX.WIDTH 35.100"D.L.O. MAX.WIDTH 26.874"B5C5F6G61718UNITMAX.HEIGHT119.500"D.L.O MAX.HEIGHT103.437"PANEL MAX.HEIGHT116.469"5AD5I6ANCHOR LAYOUTSEE TABLEBELOWSEE TABLEBELOWASEE TABLEBELOWDETAIL AHEAD JAMB RECEIVERNOTE:1) FOR SILL ANCHORAGE, SEE ANCHOR LAYOUT AND LEGEND ABOVE.2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGENDREQUIREMENTS.3) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALLUTILIZE 4 HINGES, AND DOORS EQUAL TO OR LESS THAN 6'-10 3/8" SHALL UTILIZE 3 HINGES. = ONE (1) ANCHOR THRU HINGE PLATE = ANCHORS THRU HEAD RECEIVER SEE DETAIL A BELOW-WOOD OR METAL: FIVE (5)-CONCRETE/MASONRY: THREE (3)DOOR LEGEND (XX)(1) ADDITIONALHINGE FOR DOORSOVER 8' IN HEIGHT(1) ADDITIONALHINGE FOR DOORSOVER 8' IN HEIGHTSHEET:DWG. #:3AWD126 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:07.22.19CHK. BY:HFNREMARKSTITLE:BY DATEA-SERIES FRENCHWOOD HINGEDPATIO DOOR - OUTSWING WITHSTORMWATCH PROTECTION(HVHZ)(IMPACT)10/13/2020 12:55 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14285\dwgs\14285.3\awd126 14285.3.dwg8FL14285FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGE SM 4.8.156TH FBC CODE CHANGE HR 8.9.17ANCHOR UPDATEYC7.22.19THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT7TH FBC CODE CHANGE SR 3.17.2010' ELEVATIONS
3/4" O.A. I.G. LAMINATED GLASSCONSISTING OF:5/32" TEMPERED GLASS,5/16" STAINLESS STEEL SPACER,3/32" ANNEALED GLASS0.090" PVB INTERLAYER BY DUPONT,3/32" ANNEALED GLASSGLAZING DETAIL 2INTERIOREXTERIOR7/8" O.A. I.G. LAMINATED GLASSCONSISTING OF:5/32" TEMPERED GLASS,5/16" STAINLESS STEEL SPACER,5/32" ANNEALED GLASS0.090" PVB INTERLAYER BY DUPONT,5/32" ANNEALED GLASSGLAZING DETAIL 3INTERIOREXTERIOR1/2" O.A. LAMINATED GLASSCONSISTING OF:7/32" ANNEALED GLASS,0.090" PVB INTERLAYER BY DUPONT,7/32" ANNEALED GLASSGLAZING DETAIL 1INTERIOREXTERIOR2MIN. GLASSBITE 9/16"MIN. GLASSBITE 9/16"MIN. GLASSBITE 9/16"DOW 9-1350SILICONEDOW 9-1350SILICONEDOW 9-1350SILICONE1/4" X 1-1/2" STAPLES(18 GA. GALV.STEEL @ 8" O.C.)1/4" X 1-1/2" STAPLES(18 GA. GALV.STEEL @ 8" O.C.)1/4" X 1-1/2" STAPLES(18 GA. GALV.STEEL @ 8" O.C.)ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS OF CH 24 OF THE CURRENT FBC2022SETTING BLOCKSEE NOTE ABOVESETTING BLOCKSEE NOTE ABOVESETTING BLOCKSEE NOTE ABOVENOTE:1. GLASS CAPACITIES ON THIS SHEET ARE BASEDON ASTM E1300-04 (3 SEC. GUSTS) ANDCHAPTER 17 OF THE CURRENT FBC FOR SIZESOTHER THAN TESTED.2. SETTING BLOCK DUROMETER HARDNESS OF70-90 (SHORE A) AS REFERENCED IN CHAPTER24.3. SETING BLOCKS TO BE LOCATED AT 1/4 SPANLENGTH FOR GLASS WIDER THAN 36" AS PERCHAPTER 24.4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS INGLASS CHARTS FOR GLASS TYPE.SHEET:DWG. #:4AWD126 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:07.22.19CHK. BY:HFNREMARKSTITLE:BY DATEA-SERIES FRENCHWOOD HINGEDPATIO DOOR - OUTSWING WITHSTORMWATCH PROTECTION(HVHZ)(IMPACT)10/13/2020 12:55 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14285\dwgs\14285.3\awd126 14285.3.dwg8FL14285FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGE SM 4.8.156TH FBC CODE CHANGE HR 8.9.17ANCHOR UPDATEYC7.22.19THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT7TH FBC CODE CHANGE SR 3.17.2010' ELEVATIONS (CONTINUED)
5VERTICAL SECTIONHEAD - 2X WOOD FRAMEB5VERTICAL SECTIONSILL - CONCRETEA5VERTICAL SECTIONHEAD - METAL STUD FRAMEC1-1/2" MIN. EMBEDMENT# 10 WOOD SCREWINSTALLATION ANCHOR3/8" MAX.SHIM SPACE3/4"MIN EDGE DISTANCESEALANT BETWEENCONCRETE/MASONRY & 2X WOOD BUCK BY OTHERSSEALANT BETWEENFIN & 2XWOOD BUCK2X WOOD BUCKBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETERSEALANTBY OTHERSCONCRETE/MASONRYBY OTHERSSET SILL IN BED OFSEALANT OR WET CEMENTSEE TABLE FOREDGE DISTANCES1-3/4" MIN.EMBEDMENTCONCRETE/MASONRYBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERSSEALANT BETWEENFIN & SHEATHINGSHEATHINGBY OTHERSMETAL STUDFRAMING BY OTHERS#10 SELF-TAPPING SCREWINSTALLATION ANCHOR3/8" MAX.SHIM SPACE3 THREADSMIN. PENETRATIONBEYOND METAL FRAMINGO.A.DOORHEIGHTEXTERIOR421369O.A.DOORHEIGHTINTERIOREXTERIOR58131517324SEE GLAZINGDETAILS SEESHEET 4O.A.DOORHEIGHTEXTERIOR2220NOTE: ITEM 20 OPTIONAL. SEEPRESSURE TABLES ON SHEET 4 FORDETAILS.INTERIORINTERIOR581315173622ITW TAPCONINSTALLATION ANCHOR, SEE TABLE(OPTIONAL, SEE CHARTS ONSHEETS 2 & 3)*MIN. EDGE DISTANCESANCHORCONCRETECMU3/16" TAPCON1/4" TAPCON2 1/8"2 1/8"2 3/8"2"*SEE SHEET 2 FOR ALTERNATE EDGEDISTANCE FOR INSTALLATION OFSTATIONARY DOORS12" MIN. EDGE DIST.SEE GLAZINGDETAILS SEESHEET 4SEE GLAZINGDETAILS SEESHEET 4SHEET:DWG. #:5AWD126 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:07.22.19CHK. BY:HFNREMARKSTITLE:BY DATEA-SERIES FRENCHWOOD HINGEDPATIO DOOR - OUTSWING WITHSTORMWATCH PROTECTION(HVHZ)(IMPACT)10/13/2020 12:55 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14285\dwgs\14285.3\awd126 14285.3.dwg8FL14285FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGE SM 4.8.156TH FBC CODE CHANGE HR 8.9.17ANCHOR UPDATEYC7.22.19THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT7TH FBC CODE CHANGE SR 3.17.20ANCHOR LAYOUTS
6HORIZONTAL SECTIONJAMB - METAL STUD FRAMEE6USED ON DOOR HEIGHTS OF 8' OR LESSHORIZONTAL SECTIONASTRAGALG3 THREADS MIN. PENETRATIONBEYOND METAL FRAMINGMETAL STUDFRAMING BY OTHERSSEALANT BETWEENFIN & SHEATHINGSHEATHINGBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS#10 SELF-TAPPING SCREWINSTALLATION ANCHOR3/8" MAX.SHIM SPACESEALANT BETWEENFIN & 1X WOOD BUCK3/8" MAX.SHIM SPACESEALANT BETWEENCONCRETE/MASONRY & 1XWOOD BUCK BY OTHERSITW TAPCONINSTALLATION ANCHOR(SEE TABLE)EXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERSCONCRETE/MASONRYBY OTHERSSEE TABLE FOREDGE DISTANCES1 3/4" MIN.EMBEDMENTINTERIOREXTERIORINTERIOREXTERIOR6HORIZONTAL SECTIONJAMB - 1X WOOD FRAMEF58313101561O.A.DOORWIDTHO.A.DOORWIDTH1156123851310EXTERIORINTERIOR243361113SEE GLAZING DETAILS6HORIZONTAL SECTIONSTATIONARY JAMB - 2X WOOD FRAMEH1 1/2" MIN.EMBEDMENT2X WOODFRAMING BY OTHERSSEALANT BETWEENFIN & SHEATHINGSHEATHINGBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS#10 WOOD SCREWINSTALLATION ANCHOR3/8" MAX.SHIM SPACEINTERIOREXTERIOR58313101561O.A.DOORWIDTH3/4" MIN.EDGE DISTANCE2117181913166USED ON DOOR HEIGHTS ABOVE 8'HORIZONTAL SECTIONASTRAGALIINTERIOREXTERIOR331113231718132461X WOOD BUCKBY OTHERS*MIN. EDGE DISTANCESANCHORCONCRETECMU3/16" TAPCON1/4" TAPCON2 1/8"2 1/8"2 3/8"2"*SEE SHEET 2 FOR ALTERNATE EDGEDISTANCE FOR INSTALLATION OFSTATIONARY DOORS12" MIN. EDGE DIST.SEE GLAZINGDETAILS SEESHEET 4SEE GLAZINGDETAILS SEESHEET 4SEE GLAZINGDETAILS SEESHEET 4SEE GLAZINGDETAILS SEESHEET 4SHEET:DWG. #:6AWD126 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:07.22.19CHK. BY:HFNREMARKSTITLE:BY DATEA-SERIES FRENCHWOOD HINGEDPATIO DOOR - OUTSWING WITHSTORMWATCH PROTECTION(HVHZ)(IMPACT)10/13/2020 12:55 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14285\dwgs\14285.3\awd126 14285.3.dwg8FL14285FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGE SM 4.8.156TH FBC CODE CHANGE HR 8.9.17ANCHOR UPDATEYC7.22.19THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT7TH FBC CODE CHANGE SR 3.17.20HORIZONTAL SECTIONS
2.322"1.736"0.384"0.893"0.55"1.969"1.016"4.242"1FRAME HEAD/SIDE JAMBWOOD2FRAME SILLFIBERGLASS4PANEL BOTTOM RAILWOODTYP. WALL THICKNESS 0.090"5FLANGEPVCTYP. WALL THICKNESS 0.05"8HEAD/SIDE FRAME CLADDINGFIBERGLASSTYP. WALL THICKNESS 0.082"13WEATHERSTRIPPINGSANTOPRENE (DUROMETER: 70)TYP. WALL THICKNESS 0.047"6PANEL GLAZING STOPWOOD11ASTRAGAL (ACTIVE)FIBERGLASS3PANEL TOP RAIL & STILEWOOD1.719"8.817"15PANEL STOPWOOD0.500"0.875"1.250"4.208"1.722"6.200"4.113"1.719"1.396"0.679"19STATIONARY PANEL CLIPSTEEL20DROP CHANNELALUMINUM 6063-T521ASTRAGAL (PASSIVE)FIBERGLASS0.938"1.228"3.269"3.621"1.828"0.965"TYP. WALL THICKNESS 0.015"23ASTRAGAL (PASSIVE)FIBERGLASS3.269"3.621"24MONO GLAZING STOPWOOD0.734"0.875"FOR USE WITH DOORS TALLER THAN 8'24A7/8" GLAZING STOPWOOD 0.403"0.875"SHEET:DWG. #:7AWD126 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:07.22.19CHK. BY:HFNREMARKSTITLE:BY DATEA-SERIES FRENCHWOOD HINGEDPATIO DOOR - OUTSWING WITHSTORMWATCH PROTECTION(HVHZ)(IMPACT)10/13/2020 12:55 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14285\dwgs\14285.3\awd126 14285.3.dwg8FL14285FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGE SM 4.8.156TH FBC CODE CHANGE HR 8.9.17ANCHOR UPDATEYC7.22.19THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT7TH FBC CODE CHANGE SR 3.17.20COMPONENTS & BILL OF MATERIALS
163 PT. LOCK SYSTEMSTEEL175 PT. LOCK SYSTEMSTEEL18PASSIVE LOCK SYSTEMSTEELACTIVE SINGLE DOOR (8' OR LESS)ACTIVE DOUBLE DOOR (8' OR LESS)PASSIVE DOUBLE DOOR (8' OR LESS)254 PT. LOCK SYSTEMSTEEL266 PT. LOCK SYSTEMSTEEL27PASSIVE LOCK SYSTEMSTEELACTIVE SINGLE DOOR (ABOVE 8')ACTIVE DOUBLE DOOR (ABOVE 8')PASSIVE DOUBLE DOOR (ABOVE 8')SHEET:DWG. #:8AWD126 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:07.22.19CHK. BY:HFNREMARKSTITLE:BY DATEA-SERIES FRENCHWOOD HINGEDPATIO DOOR - OUTSWING WITHSTORMWATCH PROTECTION(HVHZ)(IMPACT)10/13/2020 12:55 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14285\dwgs\14285.3\awd126 14285.3.dwg8FL14285FL #:PREPARED BY:100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54855TH FBC CODE CHANGE SM 4.8.156TH FBC CODE CHANGE HR 8.9.17ANCHOR UPDATEYC7.22.19THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT7TH FBC CODE CHANGE SR 3.17.20LOCK COMPONENT DETAILS