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2209 N FAIRWAY VILLAS LN RES23-0104 - FL14429.3 Perma Sheild_1SHEET:DWG. #:1AWD191 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:NTSSMDWG. BY:DATE:10.16.17CHK. BY:HFNREMARKSTITLE:BY DATETHE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT200 SERIES PERMA-SHIELD GLIDING PATIO DOOR (NON-HVHZ)(NON-IMPACT) 9/29/2020 4:02 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14429\dwgs\14429.3\awd191 200 series permashield gpd 2017-10-17.dwg 7FL14429FL #:PREPARED BY:HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC398 E. DANIA BEACH BLVD. # 338DANIA BEACH, FL 33004FBPE CERT. OF AUTHORIZATION No. 29578100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54857TH FBC CODE CHANGE SR 3.18.20GENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED TO COMPLY WITH THE CURRENT FLORIDABUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEENEVALUATED ACCORDING TO THE FOLLOWING:·AAMA/WDMA/CSA 101/I.S.2/A440-112. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY, 2X AND METAL STUD FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRING APPLIED PRODUCTLOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THEPROJECT OF INSTALLATION.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 OFRECORD FOR THE PROJECT OF INSTALLATION.4. THE INSTALLATION DETAILS DESCRIBED HEREIN AREGENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TOPROTECT THIS PRODUCT IN AREAS REQUIRING IMPACTRESISTANCE.6. DOOR MATERIAL: WOOD AND VINYL7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASSCHARTS. SEE SHEET 4 FOR GLAZING DETAILS.8. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:X: ACTIVE PANELO: STATIONARY PANEL9. CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOMDESIGN PRESSURE WILL BE ASSIGNED EQUAL TO NEXTLARGER STANDARD SIZE.INSTALLATION NOTES:1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHORLOCATION SHOWN, UNLESS OTHERWISE STATED.2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THEMINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCTINSTALLATION.3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OFTOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONEINSTALLATION ANCHOR TO THE NEXT.4.THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK OR FRAMINGUSE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE ANDMAINTAIN MINIMUM 3/4" EDGE DISTANCE.5.THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TOCONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY,USE 316" ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4INCH MINIMUM EMBEDMENT AND MAINTAIN MINIMUM 2" EDGEDISTANCE.10. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATESUSE #10 GRADE 5 SELF-DRILLING OR SELF-TAPPING SCREWS OFSUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUMPENETRATION BEYOND METAL FRAME SUBSTRATE AND MAINTAINMINIMUM 3/4" EDGE DISTANCE.11. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALLFINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICKVENEER, AND SIDING.12. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BEMADE OF CORROSION RESISTANT MATERIAL OR HAVE ACORROSION RESISTANT COATING.13. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOTINSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OREDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.14. INSTALLATION ANCHORS SHALL BE INSTALLED INACCORDANCE WITH ANCHOR MANUFACTURER'SINSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USEDIN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSTRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.15. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTSHEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THEFOLLOWING PROPERTIES:A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. MINBLOCK COMPRESSIVE STRENGTH 2000 PSI.D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUMWALL THICKNESS OF 33 MILS (20 GAUGE).E. ALUMINUM - MINIMUM 6063-T5 ALLOY. MINIMUM WALLTHICKNESS OF 1/8".ANDERSEN CORPORATION200 SERIES PERMA-SHIELD GLIDING PATIO DOOR(NON-HVHZ)(NON-IMPACT) GENERAL AND INSTALLATION NOTESTABLE OF CONTENTSSHEETSHEET DESCRIPTION1GENERAL AND INSTALLATION NOTES2ELEVATIONS & ANCHOR LAYOUTS3VERTICAL SECTIONS4VERTICAL SECTIONS & GLAZING DETAILS5HORIZONTAL SECTIONS6SIDELITE MULLIONS7MULLION ANCHOR DETAILSDESIGN PRESSURE RATINGPRODUCT O.A. SIZE CONFIGURATION DESIGN PRESSUREMISSILEIMPACTRATINGPSGPD4380S IG50 38" X 95 12"O+45.0 / -45.0 PSFNON-IMPACTPSGPD8180AS IG96" X 95 12"XO+25.0 / -25.0 PSFPSGPD81611AS DPUP IG96" X 82 38"XO+40.0 / -40.0 PSF XOUNIT MAX.WIDTH 96.00"UNITMAX.HEIGHT95.50"PANELMAX.HEIGHT92.25"D.L.OMAX.HEIGHT86.875"PANEL MAX.WIDTH 48.375"D.L.O. MAX.WIDTH 43.125"3D5AB35B3CA45DELEVATION10" MAX.FROM CORNERS12.5" MAX. O.C.10" MAX. FROMCORNERSANCHOR LAYOUTTHROUGH FRAMEINSTALLATIONSET ENTIRE SILL IN BED OFSTRUCTURAL SILICONE SEALANT,(MIN THREE 12" BEADS)OUNIT MAX.WIDTH 50.375"UNITMAX.HEIGHT95.50"PANELMAX.HEIGHT92.25"D.L.OMAX.HEIGHT86.875"PANEL MAX.WIDTH 48.375"D.L.O. MAX.WIDTH 43.125"5C4B4A5CELEVATIONOANCHOR LAYOUTTHROUGH FRAMEINSTALLATION10" MAX.FROM CORNERS19" MAX. O.C.10" MAX. FROMCORNERSOPP.E319" MAX. O.C.XOSHEET:DWG. #:2AWD191 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:NTSSMDWG. BY:DATE:10.16.17CHK. BY:HFNREMARKSTITLE:BY DATETHE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT200 SERIES PERMA-SHIELD GLIDING PATIO DOOR (NON-HVHZ)(NON-IMPACT) 9/29/2020 4:02 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14429\dwgs\14429.3\awd191 200 series permashield gpd 2017-10-17.dwg 7FL14429FL #:PREPARED BY:HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC398 E. DANIA BEACH BLVD. # 338DANIA BEACH, FL 33004FBPE CERT. OF AUTHORIZATION No. 29578100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54857TH FBC CODE CHANGE SR 3.18.20 ELEVATIONS & ANCHOR LAYOUTS 3/4" MIN EDGEDISTANCE3/8" MAX.SHIM SPACEINTERIOREXTERIOR1-1/2" MIN.EMBEDMENT3/8" MAX.SHIM SPACE3/4" MIN EDGEDISTANCE2X WOOD FRAMING& SHEATHING BY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS3THROUGH FRAMEVERTICAL SECTIONHEAD - 2X WOOD FRAMINGB3THROUGH FRAMEVERTICAL SECTIONHEAD - 2X WOOD/CONCRETE/MASONRYA3THROUGH FRAMEVERTICAL SECTIONSILL - CONCRETECEXTERIORINTERIORO.A.UNITHEIGHTO.A.UNITHEIGHTEXTERIORINTERIOR3THROUGH FRAMEVERTICAL SECTIONSTANDARD SILL - 2X WOODDEXTERIORINTERIORO.A.UNITHEIGHTO.A.UNITHEIGHTSET SILL IN BED OFSTRUCTURALSILICONE SEALANT(MIN THREE 1/2" BEADS)SEE GLAZINGDETAILS, SHEET 4SEE GLAZINGDETAILS, SHEET 4SEE GLAZINGDETAILS,SHEET 4SEE GLAZINGDETAILS,SHEET 4CONCRETE/ MASONRYBY OTHERSSEALANT BETWEENFLANGE AND SUBSTRATE1-1/2" MIN.EMBEDMENTSET SILL IN BED OFSTRUCTURALSILICONE SEALANT(MIN THREE 1/2" BEADS)2X WOOD FRAMINGBY OTHERSEXTERIORFINISH/BLOCKING/DECKINGBY OTHERS#10 WOOD SCREWINSTALLATION ANCHOR3THROUGH FRAMEVERTICAL SECTIONDPUP SILL - 2X WOODEEXTERIORINTERIORO.A.UNITHEIGHTSEE GLAZINGDETAILS,SHEET 4SET SILL IN BED OFSTRUCTURALSILICONE SEALANT(MIN THREE 1/2" BEADS)2X WOOD FRAMINGBY OTHERSEXTERIORFINISH/BLOCKING/DECKINGBY OTHERSNOTE: FLANGE MAY BE TRIMMED/CUTDOWN TO FIT WOOD BUCK OR REMOVEDFOR DIRECT TO MASONRY INSTALLATION.SEE DP TABLE, SHEET 1, FORRATINGS REQUIRING DPUP SILLSEALANT BETWEENCONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERSCONCRETE/ MASONRYBY OTHERS2X WOOD BUCKBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS#10 WOOD SCREWINSTALLATION ANCHORSEALANT BETWEENFLANGE AND 2X WOODSHEET:DWG. #:3AWD191 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:NTSSMDWG. BY:DATE:10.16.17CHK. BY:HFNREMARKSTITLE:BY DATETHE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT200 SERIES PERMA-SHIELD GLIDING PATIO DOOR (NON-HVHZ)(NON-IMPACT) 9/29/2020 4:02 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14429\dwgs\14429.3\awd191 200 series permashield gpd 2017-10-17.dwg 7FL14429FL #:PREPARED BY:HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC398 E. DANIA BEACH BLVD. # 338DANIA BEACH, FL 33004FBPE CERT. OF AUTHORIZATION No. 29578100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54857TH FBC CODE CHANGE SR 3.18.20 VERTICAL SECTIONS 3/4" MIN EDGEDISTANCE3/8" MAX.SHIM SPACE#10 SELF-DRILLING SCREWINSTALLATION ANCHORMETAL STUD & SHEATHINGFRAMING BY OTHERS4THROUGH FRAMEVERTICAL SECTIONHEAD - METAL SUBSTRATEA4THROUGH FRAMEVERTICAL SECTIONSILL - CONCRETEBEXTERIORINTERIORO.A.UNITHEIGHTO.A.UNITHEIGHTEXTERIOR FINISHBY OTHERSEXTERIORINTERIORPERIMETER SEALANTBY OTHERSSET SILL IN BED OFSTRUCTURAL SILICONE SEALANT(MIN THREE 1/2" BEADS)CONCRETE/ MASONRYBY OTHERSTHREE THREADSMIN. PENETRATIONBEYOND METALSEALANT BETWEENFLANGE AND SUBSTRATESEE GLAZINGDETAILS, SHEET 4SEE GLAZINGDETAILS, SHEET 43/4" O.A. INSULATEDTEMPERED GLASS3/4" GLASSBITEGLAZING DETAIL 1INTERIOREXTERIORDESICCANT FILLEDMETAL SPACERSILICONE BACK BEDNOTE:1. ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTSAS PER CH 24 OF THE FBC.2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A) AS REFERENCED IN CHAPTER 24.3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTHFOR GLASS WIDER THAN 36" AS PER CHAPTER 24.4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS SHOWN INELEVATIONS.SHEET:DWG. #:4AWD191 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:NTSSMDWG. BY:DATE:10.16.17CHK. BY:HFNREMARKSTITLE:BY DATETHE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT200 SERIES PERMA-SHIELD GLIDING PATIO DOOR (NON-HVHZ)(NON-IMPACT) 9/29/2020 4:02 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14429\dwgs\14429.3\awd191 200 series permashield gpd 2017-10-17.dwg 7FL14429FL #:PREPARED BY:HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC398 E. DANIA BEACH BLVD. # 338DANIA BEACH, FL 33004FBPE CERT. OF AUTHORIZATION No. 29578100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54857TH FBC CODE CHANGE SR 3.18.20 VERTICAL SECTIONS 5THROUGH FRAMEHORIZONTAL SECTIONJAMB - METAL STUD FRAMEAEXTERIORINTERIOR3 THREADS MIN.PENETRATION BEYOND METALMETAL STUDFRAMING BY OTHERS3/8" MAX.SHIM SPACE#10 SELF-DRILLING SCREWINSTALLATION ANCHOR5THROUGH FRAMEHORIZONTAL SECTIONJAMB - 2X WOOD BUCKBSEE GLAZINGDETAILS, SHEET 4O.A. UNITWIDTH3/4" MIN.EDGE DISTANCE5HORIZONTAL SECTIONINTERLOCKD1-1/2" MIN.EMBEDMENT3/8" MAX.SHIM SPACE3/4" MIN.EDGE DISTANCEEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERS2X WOOD BUCKBY OTHERS#10 WOOD SCREWINSTALLATION ANCHORO.A. UNITWIDTHSEE GLAZINGDETAILS, SHEET 4INTERIOREXTERIORSEALANT BETWEENCONCRETE/ MASONRY & 2XWOOD BUCK BY OTHERSSEALANT BETWEENFLANGE AND SUBSTRATE1 1/4" MIN.EMBEDMENT3/8" MAX.SHIM SPACE2" MIN EDGEDISTANCEEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERSSEALANT BETWEENFLANGE AND SUBSTRATE1X WOOD BUCK BYOTHERS (OPTIONAL)CONCRETE/ MASONRYBY OTHERSSEALANT BETWEENCONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS316" ITW TAPCONINSTALLATION ANCHOR5THROUGH FRAMEHORIZONTAL SECTIONJAMB - 1X WOOD/CONCRETE/MASONRYCEXTERIORINTERIORSEE GLAZINGDETAILS, SHEET 4O.A. UNITWIDTHINTERIOREXTERIORSEE GLAZINGDETAILS, SHEET 4NOTE: FLANGE MAY BE TRIMMED/CUTDOWN TO FIT 1X BUCK OR REMOVED FORDIRECT TO MASONRY INSTALLATION.SHEATHINGBY OTHERSEXTERIOR FINISHBY OTHERSPERIMETER SEALANTBY OTHERSSEALANT BETWEENFLANGE AND SUBSTRATESHEET:DWG. #:5AWD191 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:NTSSMDWG. BY:DATE:10.16.17CHK. BY:HFNREMARKSTITLE:BY DATETHE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT200 SERIES PERMA-SHIELD GLIDING PATIO DOOR (NON-HVHZ)(NON-IMPACT) 9/29/2020 4:02 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14429\dwgs\14429.3\awd191 200 series permashield gpd 2017-10-17.dwg 7FL14429FL #:PREPARED BY:HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC398 E. DANIA BEACH BLVD. # 338DANIA BEACH, FL 33004FBPE CERT. OF AUTHORIZATION No. 29578100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54857TH FBC CODE CHANGE SR 3.18.20 HORIZONTAL SECTIONS NOTE:1) MULLION CHART APPLIES TO MULLION ASSEMBLIES, SEE TYP. DETAIL A/6, WHEN USED TO MULL DOORS INCONFIGURATIONS SHOWN IN TYP. ELEVATION A AT RIGHT (2 PANEL XO ONLY).2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF.3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/175.4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE JAMB-TO-JAMB WOOD MULLION ORTHE INDIVIDUAL DOOR UNIT OF INSTALLATION.5) MULLION CHART ABOVE APPLIES TO MULLED ASSEMBLIES CONSISTING OF 200 SERIES PERMA-SHIELD GLIDING PATIO DOORACT-STAT UNITS AND STAT UNITS.6) ADJACENT DOORS SHALL BE FASTENED TO THE ROUGH OPENING WITH ADDITIONAL ANCHORS IN ACCORDANCE WITHDETAILS A/7 & B/7, SHEET 7.6HORIZONTAL SECTIONPSGPD STAT - PSGPDA200 SERIES PSGPD STATEXTERIOR VINYLTRIM STRIPINTERIOR VINYLTRIM STRIPBEAD OF SILICONE#10 X 1 5/8" SCREWS15" MAX. O.C.,THROUGH EA. JAMB1" OFFSET200 SERIES PSGPDL - MULLLENGTH(IN)W - TRIBUTARY WIDTH (IN)18.021.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 48.036.050.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.042.050.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.048.050.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.054.050.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.060.050.0 50.0 50.050.050.0 50.0 50.0 50.0 50.0 50.0 50.066.050.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.8 46.1 44.872.050.0 50.0 50.0 50.0 50.0 49.3 46.544.1 42.240.6 39.278.050.0 50.0 50.0 50.0 47.8 44.5 41.8 39.6 37.7 36.2 34.884.050.0 50.0 50.0 47.5 43.6 40.6 38.0 35.9 34.1 32.6 31.490.050.0 50.0 48.3 43.7 40.1 37.2 34.8 32.9 31.2 29.7 28.596.050.0 50.0 44.8 40.6 37.2 34.4 32.2 30.3 28.7 27.3 26.1BALWELEVATION ATRIBUTARY WIDTH = W = (A+B)/2O OR XO OR XOSHEET:DWG. #:6AWD191 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:NTSSMDWG. BY:DATE:10.16.17CHK. BY:HFNREMARKSTITLE:BY DATETHE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT200 SERIES PERMA-SHIELD GLIDING PATIO DOOR (NON-HVHZ)(NON-IMPACT) 9/29/2020 4:02 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14429\dwgs\14429.3\awd191 200 series permashield gpd 2017-10-17.dwg 7FL14429FL #:PREPARED BY:HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC398 E. DANIA BEACH BLVD. # 338DANIA BEACH, FL 33004FBPE CERT. OF AUTHORIZATION No. 29578100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54857TH FBC CODE CHANGE SR 3.18.20 MULLION DETAILS 7THROUGH FRAME - TYP.EXTERIOR VIEWMULLION ANCHOR DETAIL - SILLB200 SERIES PSGPD STAT3" MIN. O.C.9" MAX.200 SERIES PSGPD7THROUGH FRAME - TYP.EXTERIOR VIEWMULLION ANCHOR DETAIL - HEADA200 SERIES PSGPD STAT3" MIN. O.C.9" MAX.200 SERIES PSGPD3" MIN. O.C.9" MAX.3" MIN. O.C.9" MAX.THREE (3) INSTALLATION ANCHORSTHROUGH EA. FRAMESEE SHEET 1, INSTALLATION NOTES 4,5, OR 6 WHERE APPLICABLETHREE (3) INSTALLATION ANCHORSTHROUGH EA. FRAMESEE SHEET 1, INSTALLATION NOTES 4,5, OR 6 WHERE APPLICABLESHEET:DWG. #:7AWD191 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:NTSSMDWG. BY:DATE:10.16.17CHK. BY:HFNREMARKSTITLE:BY DATETHE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEDENGINEER OR ARCHITECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USEWITH THIS DOCUMENT200 SERIES PERMA-SHIELD GLIDING PATIO DOOR (NON-HVHZ)(NON-IMPACT) 9/29/2020 4:02 PMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl14429\dwgs\14429.3\awd191 200 series permashield gpd 2017-10-17.dwg 7FL14429FL #:PREPARED BY:HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC398 E. DANIA BEACH BLVD. # 338DANIA BEACH, FL 33004FBPE CERT. OF AUTHORIZATION No. 29578100 FOURTH AVE NORTHBAYPORT, MN 55003-1096PH: (651) 264-5150 FX: (651) 264-54857TH FBC CODE CHANGE SR 3.18.20 MULLION ANCHOR DETAILS