831 BEACH AVE RES23-0016 Andersen Mullion Info REV 3-2-23_1ANDERSEN CORPORATIONSERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)GENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED TO COMPLY WITH THE CURRENT FLORIDABUILDING CODE (FBC) INCLUDING HVHZ. ALL PRODUCTSUNDER THE SCOPE OF THIS DOCUMENT HAVE BEENEVALUATED ACCORDING TO SECTION 1709.8 OF THECURRENT EDITION FBC AND 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 IN NON-HVHZAREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TOBE OBTAINED FROM MIAMI-DADE PERA OR AHJ.5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIREDTO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACTRESISTANCE.6. DOOR FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENT(S.G.=0.55).7. IN ACCORDANCE WITH CURRENT FBC, WOOD COMPONENTSSHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF ADURABLE SPECIES AS DEFINED IN CHAPTER 23.8. LVL MULLION COMPLIES WITH APPLICABLE STANDARDS SETFORTH IN THE CURRENT FBC, AS PRESCRIBED IN CHAPTER 23.9. IN ACCORDANCE WITH THE CURRENT FBC DISSIMILARMETALS INCLUDING FASTENERS THAT MAY COME INTOCONTACT WITH ALUMINUM UNIT FRAMING SHALL BEPROTECTED AS DEFINED IN CHAPTER 20.10.DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:X: OPERABLE PANELO: FIXED PANEL11.CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGNPRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGERSTANDARD SIZE.12.MULL ASSEMBLIES ARE QUALIFIED FOR TWO OR MORE UNITSPER OPENING IN THE FOLLOWING CONFIGURATIONS:·"ONE WAY" - RIBBON OR STACKED MULLIONS·"TWO WAY" - 'X' OR 'T' MULLIONSINSTALLATION NOTES:1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATIONSHOWN, 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 TOLERANCE OF±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.4. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, ORDIRECTLY INTO CONCRETE/MASONRY, USE 1/4" ELCO ULTRACON ANCHORS.INSTALLATION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:4.1. MINIMUM EMBEDMENT OF 1-1/4" WHEN INTO CMU4.2. MINIMUM EMBEDMENT OF 1-3/4" WHEN INTO CONCRETE4.3. MINIMUM EDGE DISTANCE OF 2-1/2" WHEN INTO CONCRETE4.4. MINIMUM EDGE DISTANCE OF 2" WHEN INTO CMU4.5. MINIMUM O.C. DISTANCE OF 3"5. FOR INSTALLATION THROUGH 2X BUCK USE 1/4" ELCO ULTRACON WOODSCREWS. INSTALLATION SHALL CONFORM TO THE FOLLOWINGREQUIREMENTS:5.1. MINIMUM EMBEDMENT OF 1-1/2" INTO WOOD5.2. MINIMUM EDGE DISTANCE OF 1"5.3. MINIMUM O.C. DISTANCE OF 3/4"6. FOR INSTALLATION THROUGH METAL FRAME USE #12 SMS ORSELF-DRILLING, SAE GR. 5, TYPE SCREWS. INSTALLATION SHALL CONFORMTO THE FOLLOWING REQUIREMENTS.6.1. THREE (3) THREADS MINIMUM PENETRATION BEYOND METAL FRAMEWALL.6.2. MINIMUM EDGE DISTANCE OF 3/4"6.3. MINIMUM O.C. DISTANCE OF 3/4"7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, ANDSIDING.8. #12 WOOD SCREWS THROUGH UNIT FRAMES SHALL BE OF SUFFICIENTLENGTH TO FULLY PENETRATE LVL MULLION AND INTO ADJACENT FRAME.REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SPECIFICLENGTHS.9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFCORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANTCOATING.10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALLINSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE ISMEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTOFACE SHELL OF BLOCK.11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITHANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORSSHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THEMINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ONSUBSTRATE 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 2000 PSI AND GROUTCONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVESTRENGTH OF 2000 PSI.D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.E. STEEL - MINIMUM WALL THICKNESS OF 75 MILS (14 GA.) WHENTHROUGH GUSSET INSTALLATION. MINIMUM WALL THICKNESS OF 48MILS (18 GA.) WHEN THROUGH L-BRACKET INSTALLATION. MINIMUMYIELD STRENGTH OF 36 KSI.F. ALUMINUM - 1/8" MINIMUM THICKNESS (6063-T5)SHEET:DWG. #:1AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20GENERAL AND INSTALLATION NOTESMISSILE IMPACT RATINGSMALL AND LARGE MISSILEIMPACT RATEDTABLE OF CONTENTSSHEET REVISIONSHEET DESCRIPTION1-GENERAL AND INSTALLATION NOTES2-MULLION ASSEMBLY SECTIONS 13-MULLION ASSEMBLY SECTIONS 24-MULLION ASSEMBLY SECTIONS 35-MULLION ASSEMBLY SECTIONS 46-MULLION ASSEMBLY SECTIONS 57-MULLION CONNECTION DETAIL8-MULLION CONNECTION DETAIL WITH GUSSETPLATE9-MULLION ASSEMBLY10-VERTICAL MULLION CONNECTION TOHORIZONTAL MULLION11-BILL OF MATERIALS, COMPONENTS &LAMINATED VENEERED LUMBER NOTES12-ONE WAY MULLION CAPACITY CHARTS13-TWO WAY MULLION CAPACITY CHARTSMULLING INSTRUCTIONS:·STEP 1: ESTABLISH MULL ASSEMBLY FRAME TYPES ANDMULL CONFIGURATION.·STEP 2: DETERMINE MULL ASSEMBLY GROUP NUMBERFROM SHEETS 2-6 (REFER TO ABBREVIATION TABLEABOVE).·STEP 3: DETERMINE ALLOWABLE LOAD OF MULLASSEMBLY FROM APPLICABLE LOAD TABLE BASED ONMULL GROUP NUMBER, REFER TO SHEETS 12-13.·STEP 4: INSTALL MULLION BASED ON APPLICABLESPECIFICATIONS SHOWN ON SHEETS 7-10.Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.10.21 00:12:19 +02'00'
NOTE:1- TYPICAL ANDERSEN FRAME MEMBERS FOR DOORS, TRANSOMS AND SIDELITES UNDER SEPARATE APPROVAL.2- 4" HORIZONTAL MULLIONS CAN BE USED WITH ALL F.B.C. APPOVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS.EXTERIOR2 CASEMENT TO FLEXIFRAMEHORIZONTAL MULLG2 AWNING TO FLEXIFRAMEVERTICAL MULLHEXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.2 FLEXIFRAME TO FLEXIFRAMEVERTICAL OR HORIZONTAL MULLF#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.2 CASEMENT TO CASEMENTVERTICAL MULLAEXTERIORINTERIOR2AWNING TO AWNINGHORIZONTAL MULLB#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.2 CASEMENT TO CASEMENTHORIZONTAL MULLDEXTERIOR2AWNING TO AWNINGVERTICAL MULLE#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.2 CASEMENT TO AWNINGVERTICAL OR HORIZONTAL MULLCEXTERIOREXTERIOR2 CASEMENT TO FLEXIFRAMEVERTICAL MULLI2 AWNING TO FLEXIFRAMEHORIZONTAL MULLJEXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.57GROUP NO.3MULL TYPE74 9/16"6 9/16"GROUP NO.3MULL TYPE7INTERIORGROUP NO.3MULL TYPE7INTERIORINTERIORGROUP NO.2MULL TYPE5GROUP NO.2MULL TYPE6#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.GROUP NO.2MULL TYPE6INTERIORGROUP NO.2MULL TYPE62 FLEXIFRAME TO CIRCLE TOP/ QUARTERVERTICAL OR HORIZONTAL MULLKINTERIORINTERIOR4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"6576576576576576576SHEET:DWG. #:2AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20MULLION ASSEMBLY SECTIONS 1
EXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.3 CIRCLE TOP TO AWNINGHORIZONTAL MULLCEXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.3 CIRCLE TOP TO CASEMENTHORIZONTAL MULLDEXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.EXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.3 400 TWDH WDW TO 400 TWDH WDWVERTICAL MULLA3 400 TWDH WDW TO 400 TWDH PICTURE WDWVERTICAL MULLB#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.32GROUP NO.1MULL TYPE8EXTERIORINTERIORINTERIORGROUP NO.3MULL TYPE7INTERIORGROUP NO.3MULL TYPE7INTERIORGROUP NO.3MULL TYPE53 CASEMENT PICTURE WDW TO AWNINGVERTICAL MULLE3 CASEMENT PICTURE WDW TO CASEMENTHORIZONTAL MULLF3 CASEMENT PICTURE WDW TO AWNINGHORIZONTAL MULLG3 CASEMENT PICTURE WDW TO CASEMENTVERTICAL MULLHNOTE:1- TYPICAL ANDERSEN FRAME MEMBERS FOR DOORS, TRANSOMS AND SIDELITES UNDER SEPARATE APPROVAL.2- 4 9/16" & 6 9/16" MULLIONS CAN BE USED WITH ALL F.B.C. APPOVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS.4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"5765765765761GROUP NO.3MULL TYPE54 9/16"6 9/16"INTERIOREXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.INTERIORGROUP NO.3MULL TYPE53 CASEMENT PICTURE WDW TO CASEMENT PICTUREHORIZONTAL MULLI4 9/16"6 9/16"576SHEET:DWG. #:3AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20MULLION ASSEMBLY SECTIONS 2
EXTERIOR#10 X 2 1/4" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.4 400 TW TO TW TRANSOMHORIZONTAL MULLANOTE:1- TYPICAL ANDERSEN FRAME MEMBERS FOR DOORS, TRANSOMS AND SIDELITES UNDER SEPARATE APPROVAL.2- 4" HORIZONTAL MULLIONS CAN BE USED WITH ALL F.B.C. APPOVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS.GROUP NO.1MULL TYPE6INTERIOR4 9/16"6 9/16"GROUP #COMBINEDMOMENT OFINERTIA, 'I' IN^4SECTIONMODULUS'Sx' IN^3112.7400 5.07215.1800 6.41316.1800 7.90416.1800 8.62529.5900 9.50629.5900 10.49729.5900 10.58829.5900 11.37929.5900 12.46132SHEET:DWG. #:4AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20MULLION ASSEMBLY SECTIONS 3PRODUCT ABBREVIATION KEYABBREVIATION PRODUCT NAMETWDH =400 Series Tilt Wash double HungPSNL = 400 Series Perma Sheild Narrow LineWDW = 400 SeriesTW = 400 Series Tilt WashFW = 400 Series French WoodFWH =400 Series French WoodFWO = 400 Series French Wood
#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.EXTERIORINTERIORNOTE:1- 4 9/16" & 6 9/16" VERTICAL MULLIONS CAN BE USED IN ANYCOMBINATIONS OF FRAME JAMBS OF OUTSWING/INSWINGDOORS, GLIDING DOORS, SIDELITES AND TRANSOMS, SEESHEET FOR DETAILS#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.EXTERIORINTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.EXTERIORINTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.EXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.EXTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.EXTERIORHEADER4445 FWO DOOR TO FWO DOORVERTICAL MULLA321Ix 'in^4'20.024MULL TYPE4 9/16"6 9/16"321GROUP NO.5MULL TYPE24 9/16"6 9/16"5 FWT/FWSL TO FWT/FWSL FRAMEVERTICAL MULLB321GROUP NO.5MULL TYPE24 9/16"6 9/16"5 FWH DOOR TO FWH DOORVERTICAL MULLC1212125 FWT/FWSL TO FWT/FWSL FRAMEHORIZONTAL MULLD5 FWT/FWSL TO FWT/FWSL FRAMEHORIZONTAL MULLEINTERIORINTERIORINTERIOR5 FWT/FWSL TO FWO FRAMEHORIZONTAL MULLDGROUP NO.5MULL TYPE24 9/16"6 9/16"GROUP NO.5MULL TYPE24 9/16"6 9/16"GROUP NO.5MULL TYPE24 9/16"6 9/16"GROUP NO.5MULL TYPE24 9/16"6 9/16"Sx 'in^3'7.38933.979 9.179Ix 'in^4'20.024MULL TYPE4 9/16"6 9/16"Sx 'in^3'7.38933.979 9.179Ix 'in^4'20.422MULL TYPE4 9/16"6 9/16"Sx 'in^3'7.53534.376 9.286Ix 'in^4'20.104MULL TYPE4 9/16"6 9/16"Sx 'in^3'7.41834.059 9.200#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.INTERIOR215 FWG DOOR TO FWG DOORVERTICAL MULLDGROUP NO.9MULL TYPE84 9/16"6 9/16"Ix 'in^4'39.93MULL TYPE4 9/16"6 9/16"Sx 'in^3'13.4450.47 11.70SHEET:DWG. #:5AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20MULLION ASSEMBLY SECTIONS 4
6 FLEXIFRAME/ARCH/SPRINGLINE TO FW GLIDING DOORHORIZONTAL MULLAEXTERIORINTERIORGROUP NO.4MULL TYPE76 FLEXIFRAME/ARCH/SPRINGLINE TO FWH DOORHORIZONTAL MULLBEXTERIORINTERIORGROUP NO.3MULL TYPE5#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.516 FLEXIFRAME/ARCH/SPRINGLINE TO FWO DOORHORIZONTAL MULLCEXTERIORINTERIORGROUP NO.3MULL TYPE5#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.416 ELLIPTICAL (ET) TO FW GLIDING DOORHORIZONTAL MULLDEXTERIORINTERIORGROUP NO.4MULL TYPE96 ELLIPTICAL (ET) TO FWH DOORHORIZONTAL MULLEEXTERIORGROUP NO.3MULL TYPE8#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.6 ELLIPTICAL (ET) TO FWO DOORHORIZONTAL MULLFEXTERIORGROUP NO.3MULL TYPE8#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.6 PSCA PICTURE WDW TO FW GLIDING DOORHORIZONTAL MULLGEXTERIORINTERIORGROUP NO.4MULL TYPE8EXTERIORGROUP NO.3MULL TYPE7#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.EXTERIORGROUP NO.3MULL TYPE7INTERIORINTERIOR6 PSCA PICTURE WDW TO FWH DOORHORIZONTAL MULLH6 PSCA PICTURE WDW TO FWO DOORHORIZONTAL MULLIINTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.INTERIOR#10 X 2 1/2" SCREWS AT5" FROM HEAD/SILL AND16" O.C. MAX.4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"4 9/16"6 9/16"132132132576576576576576576SHEET:DWG. #:6AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20MULLION ASSEMBLY SECTIONS 5
7VERTICAL MULLION4 9/16" & 6 9/16" MULLION CONNECTION DETAILA#8 X 1" SCREWS8 PER PLATETYPICAL ANCHORSTYPE A & C (5) PER BRACKETTYPICAL ANCHORSTYPE B (2) PER BRACKET#8 X 1" SCREWS8 PER PLATETYPICAL ANCHORSTYPE A & C (5) PER BRACKETTYPICAL ANCHORSTYPE B (2) PER BRACKETADDITIONAL BRACKET REQUIREDFOR CONC./MASONRY INSTALLATION ONLYWITH (2) ANCHORS TYPE 'B' IN OUTER 2HOLES OF BRACKETADDITIONAL BRACKET REQUIREDFOR CONC./MASONRY INSTALLATION ONLYWITH (2) ANCHORS TYPE 'B' IN OUTER 2HOLES OF BRACKETHEAD/SILL BRACKET(1) REQUIRED AT MULLION END FOR WOOD & METAL STRUCTURES.(2) REQUIRED AT MULLION END FOR CONC./MASONRY SUBSTRATES.TYPE 'A'- #14 WOOD SCREW INTO 2X WOOD BUCKS OR WOOD STRUCTURES 1 1/2" MIN. PENETRATION INTO WOOD. (OR) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2X WOOD BUCKS OR WOOD STRUCTURES 1 1/2" MIN. PENETRATION INTO WOODTYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO MASONRYTYPE 'C'- #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE = 2" MIN. INTO MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.1.20"0.75"4.50"0.078"1.75"3.50"HEAD/SILL BRACKET14 GA. ZINC PLATED STEELHEAD CONNECTIONVERT. MULLJAMB CONNECTIONHORIZ. MULLVERT. MULLSILL CONNECTIONHEAD/SILL BRACKET(1) REQUIRED AT MULLION END FOR WOOD & METAL STRUCTURES.(2) REQUIRED AT MULLION END FOR CONC./MASONRY SUBSTRATES.SHEET:DWG. #:7AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20MULLION CONNECTION DETAIL
6.375 CUT LENGTHAS REQUIRED1.5000.024Ø0.188"(TYP.)NOTE: INSTALLATION CLIPS SHALL BEATTACHED TO WINDOW FRAMEWITH TWO (2) #8 X 5/8" SCREWSANCHOR CLIP "B"GUSSET PLATE304 STAINLESS STEEL0.3120.0622.3750.375 (4)3.825 (4)4.825 (2)5.550 (2)6.275 (2)7.275 (4)18.000Ø0.188"(TYP.)GUSSET PLATE16 GA GALV. G60 STEEL0.1870.0241.5003.000ANCHOR CLIP "A"304 STAINLESS STEEL2.450 MIN.ANCHOR CLIPS "A"OR "B" (2) AT EACHSIDE OF MULLION#8 x 1" SMS(14) PER PLATEWINDOW/DOORFRAME#8 x 1" SMS(2) PER CLIP4 9/16" MULLION OR6 9/16" MULLIONGUSSET PLATE FASTENED TO HEAD OR SILL OF TWO ADJACENT DOOR/WINDOW FRAMES. ANCHORCLIPS ATTACHED TO GUSSET PLATES AS SHOWN ABOVE.SEE SHEET FOR ILLUSTRATION.ANCHOR CLIP "A"ANCHOR CLIP "B"4 9/16" & 6 9/16" MULLIONCONNECTION DETAIL WITH GUSSETPLATETYPICAL ANCHORS:TYPE 'A'- #14 WOOD SCREW INTO 2X WOOD BUCKS OR WOOD STRUCTURES 1 1/2" MIN. PENETRATION INTO WOOD. (OR) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2X WOOD BUCKS OR WOOD STRUCTURES 1 1/2" MIN. PENETRATION INTO WOODTYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRYTYPE 'D'- #8 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY= 1-1/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN.CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm= 2000 PSI MIN.TYPICAL ANCHORSTYPE A & B (1) PER CLIPTYPE D (2) PER CLIPSHEET:DWG. #:8AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20MULLION CONNECTION DETAILWITH GUSSET PLATE
WINDOW/DOORFRAME4 9/16" OR 6 9/16"MULLIONGUSSET PLATETYPICAL ANCHORSTYPE A & B (1) PER CLIPTYPE D (2) PER CLIP#8 X 1" SMS(2) PER CLIP#8 X 1" SMS(2) PER CLIPANCHOR CLIPS 'A'OR 'B' (2) AT EACHSIDE OF MULLIONSHEET:DWG. #:9AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20MULLION ASSEMBLY
1.813"3.9750.375"4.078"L-BRACKETAT INTERIOR SIDE#8 X 3/4" SCREWS3 PER SIDE10TO HORIZONTAL MULLIONCONNECTION DETAILVERTICAL MULLION CONNECTIONA0.078"0.078"10L BRACKETMULLION CONNECTIONBSHEET:DWG. #:10AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20VERTICAL MULLION CONNECTIONTO HORIZONTAL MULLION
14 9/16" LVL MULLIONLVL26 9/16" LVL MULLIONLVL3MULLION COVER - EXTERIOR6063-T55.275"0.750"7.250"0.750"4MULLION COVER - EXTERIOR6063-T51.544"0.980"1.544"1.210"0.060"0.060"7MULLION COVER - EXTERIOR6063-T53.196"1.140"0.060"0.750"5.275"0.750"7.250"0.750"0.626"4.210"0.626"6.185"0.558"2.540"0.558"4.515"54 9/16" LVL MULLIONLVL66 9/16" LVL MULLIONLVLBILL OF MATERIALSITEMDESCRIPTIONMATERIAL14 9/16" LVL MULLIONLVL26 9/16" LVL MULLIONLVL3 MULLION COVER - EXTERIOR6063-T54 MULLION COVER - EXTERIOR6063-T554 9/16" LVL MULLIONLVL66 9/16" LVL MULLIONLVL7 MULLION COVER - EXTERIOR6063-T5 LAMINATED VENEERED LUMBER (LVL)FB = 2.6 KSI BENDING.FC = 2.51 KSI COMPRESSION.MINIMUM FV=190 LBS TO MAXIMUM FV=275 LBS LATERAL FORCES.E = 1,100 KSI.SPECIFIC GRAVITY MINIMUM SG=0.40 TO MAXIMUM SG=0.56.NOTCHES, COPIES AND HOLES IN WOOD MEMBERS ARE NOT PERMITTED UNLESS SPECIFICALLY DETAILED.NOTCHES, COPIES AND HOLES IN PRE-ENGINEERED MEMBERS SHALL BE IN ACCORDANCE AND APPROVALBY THE MANUFACTURER.LUMBER MOISTURE CONTENT SHALL BE LESS THAN 19%.ALL LUMBER SHALL HAVE A GRADE STAMP FOR VISUAL INSPECTION IN THE FIELD PER NDS.MAXIMUM ALLOWABLE DEFLECTION L/180, MODULES OF ELASTICITY (E) TO MODULUS OFRIGIDITY RATIO (G) E/G = 16, RATION OF LAMINATION THICKNESS TO RADIUS OFCURVATURE OF CC = 1/100, FLAT USE FACTOR CFU PER NDS 2012. LAMINATED VENEERED LUMBER (LVL) MULLION SYTEMTO MEET ALL REQUIREMENT OFA. ANSI/AITC A190.1-2012 STRUCTURAL GLUED LAMINATED TIMBER.B. ANSI 119-2010 STANDARD SPECIFICATION STRUCTURAL GLUED LAMINATED TIMBER.C. ANSI/AITC A117-04 STRUCTURAL GLULAM TIMBER.D. ANSI/APA/AWC/NDS 2012 INCLUDING APPENDIXES G & H, COMMENTARY C5 STRUCTURAL GLUEDLAMINATED TIMBER.SHEET:DWG. #:11AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20BILL OF MATERIALS, COMPONENTSAND LAMINATED VENEEREDLUMBER NOTES
DESIGN LOAD CAPACITY - PSF4-9/16" MULLIONSWINDOWDIMS.WITHOUT INTERMEDIATEHORIZONTALSWIDTH(W)(INCHES)MULLSPANGROUP#1GROUP#2GROUP#3GROUP#430.048.070.0 70.0 70.0 70.036.0 70.0 70.0 70.0 70.042.0 70.0 70.0 70.0 70.048.0 70.0 70.0 70.0 70.051.4 70.0 70.0 70.0 70.054.0 70.0 70.0 70.0 70.060.0 70.0 70.0 70.0 70.066.0 70.0 70.0 70.0 70.072.0 70.0 70.0 70.0 70.030.054.070.0 70.0 70.0 70.036.0 70.0 70.0 70.0 70.042.0 70.0 70.0 70.0 70.048.0 70.0 70.0 70.0 70.051.4 70.0 70.0 70.0 70.054.0 70.0 70.0 70.0 70.060.0 70.0 70.0 70.0 70.066.0 70.0 70.0 70.0 70.072.0 70.0 70.0 70.0 70.030.060.070.0 70.0 70.0 70.036.0 70.0 70.0 70.0 70.042.0 70.0 70.0 70.0 70.048.0 70.0 70.0 70.0 70.051.468.1 70.0 70.0 70.054.0 67.1 70.0 70.0 70.060.0 66.1 70.0 70.0 70.066.0 66.1 70.0 70.0 70.072.0 66.1 70.0 70.0 70.030.066.070.0 70.0 70.0 70.036.0 67.4 70.0 70.0 70.042.0 60.1 68.4 70.0 70.048.0 55.3 62.8 64.7 69.251.4 53.3 60.6 62.4 66.754.0 52.1 59.2 61.0 65.260.0 50.3 57.2 58.9 63.030.072.065.0 70.0 70.0 70.036.0 55.6 63.3 65.1 69.642.0 49.3 56.1 57.7 61.748.0 44.9 51.1 52.6 56.251.4 43.0 48.9 50.4 53.954.0 41.8 47.6 49.0 52.460.0 39.8 45.3 46.6 49.930.078.054.9 62.4 64.2 68.736.0 46.8 53.2 54.8 58.642.0 41.2 46.9 48.3 51.648.0 37.3 42.4 43.7 46.751.4 35.6 40.5 41.7 44.654.0 34.5 39.2 40.4 43.230.084.047.0 53.4 55.0 58.836.0 39.9 45.4 46.7 50.042.0 35.0 39.8 41.0 43.948.0 31.5 35.9 36.9 39.551.430.0 34.1 35.1 37.5DESIGN LOAD CAPACITY - PSF6-9/16" MULLIONSWINDOW DIMS. WITHOUT INTERMEDIATE HORIZONTALSWIDTH(W)(INCHES)MULLSPANGROUP#5GROUP#6GROUP#7GROUP#8GROUP#924.060.070.0 70.0 70.0 70.0 70.030.070.0 70.0 70.0 70.0 70.036.070.0 70.0 70.0 70.0 70.040.070.0 70.0 70.0 70.0 70.042.070.0 70.0 70.0 70.0 70.048.070.0 70.0 70.0 70.0 70.054.070.0 70.0 70.0 70.0 70.060.070.0 70.0 70.0 70.0 70.066.070.0 70.0 70.0 70.0 70.072.070.0 70.0 70.0 70.0 70.024.066.070.0 70.0 70.0 70.0 70.030.070.0 70.0 70.0 70.0 70.036.070.0 70.0 70.0 70.0 70.040.070.0 70.0 70.0 70.0 70.042.070.0 70.0 70.0 70.0 70.048.070.0 70.0 70.0 70.0 70.054.070.0 70.0 70.0 70.0 70.060.070.0 70.0 70.0 70.0 70.064.070.0 70.0 70.0 70.0 70.024.072.070.0 70.0 70.0 70.0 70.030.070.0 70.0 70.0 70.0 70.036.070.0 70.0 70.0 70.0 70.040.070.0 70.0 70.0 70.0 70.042.070.0 70.0 70.0 70.0 70.048.070.0 70.0 70.0 70.0 70.054.070.0 70.0 70.0 70.0 70.060.068.7 70.0 70.0 70.0 70.024.078.070.0 70.0 70.0 70.0 70.030.070.0 70.0 70.0 70.0 70.036.070.0 70.0 70.0 70.0 70.040.070.0 70.0 70.0 70.0 70.042.070.0 70.0 70.0 70.0 70.048.064.3 70.0 70.0 70.0 70.054.059.4 65.7 66.2 65.7 65.624.084.070.0 70.0 70.0 70.0 70.030.070.0 70.0 70.0 70.0 70.036.068.8 70.0 70.0 70.0 70.040.062.9 69.5 70.0 69.5 69.442.060.4 66.7 67.3 66.8 66.748.054.4 60.1 60.6 60.1 60.024.090.070.0 70.0 70.0 70.0 70.030.070.0 70.0 70.0 70.0 70.036.059.5 65.7 66.2 65.7 65.740.054.2 59.9 60.4 59.9 59.942.052.0 57.5 57.9 57.5 57.448.046.6 51.5 51.9 51.5 51.524.096.070.0 70.0 70.0 70.0 70.030.061.4 67.8 68.4 67.8 67.836.051.9 57.4 57.8 57.4 57.340.047.3 52.2 52.6 52.2 52.242.045.3 50.0 50.5 50.1 50.048.040.5 44.745.144.7 44.7DESIGN LOAD CAPACITY - PSF6-9/16" MULLIONSWINDOW DIMS. WITHOUT INTERMEDIATE HORIZONTALSWIDTH(W)(INCHES)MULLSPANGROUP#5GROUP#6GROUP#7GROUP#8GROUP#924.0102.067.0 70.0 70.0 70.0 70.030.054.2 59.8 60.3 59.9 59.836.045.750.5 50.9 50.5 50.540.041.6 45.9 46.3 45.9 45.942.039.8 44.0 44.3 44.0 44.024.0108.059.6 65.9 66.4 65.9 65.930.048.2 53.2 53.6 53.2 53.236.040.6 44.9 45.2 44.9 44.840.036.9 40.7 41.1 40.7 40.724.0114.053.4 59.0 59.5 59.1 59.030.043.1 47.6 48.0 47.6 47.636.036.3 40.1 40.4 40.1 40.124.0120.048.2 53.2 53.6 53.2 53.230.038.8 42.9 43.2 42.9 42.936.032.7 36.1 36.4 36.1 36.1ONE WAY MULLION CAPACITY CHARTS"W1""W2"L"B""A"WLW1 + W2 = W 2W""W1"LW"SHEET:DWG. #:12AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20ONE WAY MULLION CAPACITY CHARTS
DESIGN LOAD CAPACITY - PSF4-9/16" MULLIONWINDOW DIMS. WITH INTERMEDIATE HORIZONTALSWIDTH(W)(INCHES)MULLSPANGROUP#1GROUP#2GROUP#3GROUP#430.048"70.0 70.0 70.070.036.070.0 70.0 70.070.042.070.0 70.0 70.070.048.070.0 70.0 70.070.051.470.0 70.0 70.070.054.070.0 70.0 70.070.060.068.9 70.0 70.070.066.062.6 70.0 70.070.072.057.4 66.8 70.066.730.054"70.0 70.0 70.070.036.070.0 70.0 70.070.042.070.0 70.0 70.070.048.068.0 70.0 70.070.051.463.5 70.0 70.070.054.060.5 70.0 70.070.060.054.4 63.4 70.070.066.049.5 57.6 70.064.872.045.3 52.8 65.359.430.060"70.0 70.0 70.070.036.070.0 70.0 70.070.042.063.0 70.0 70.070.048.055.1 64.2 70.070.051.451.5 59.9 70.068.854.049.0 57.0 70.065.560.044.1 51.3 63.558.966.040.1 46.7 57.753.672.036.7 42.8 52.949.130.066"70.0 70.0 70.070.036.060.7 70.0 70.070.042.052.0 60.6 70.070.048.045.5 53.0 65.561.951.442.5 49.5 61.257.854.040.5 47.1 58.355.060.036.4 42.4 52.449.530.072"61.2 70.0 70.070.036.051.0 59.4 70.070.042.043.7 50.9 62.970.048.038.3 44.6 55.161.951.435.7 41.6 51.557.854.034.0 39.6 49.055.060.030.6 35.6 44.149.530.078"52.2 60.7 70.070.036.043.5 50.6 62.670.042.037.3 43.4 53.660.348.032.6 38.0 46.952.751.430.5 35.5 43.849.354.029.0 33.7 41.746.930.084"45.0 52.4 64.770.036.037.5 43.6 54.060.642.032.1 37.4 46.251.948.028.1 32.7 40.545.451.426.3 30.6 37.842.4DESIGN LOAD CAPACITY - PSF6-9/16" MULLIONWINDOW DIMS. WITH INTERMEDIATE HORIZONTALSWIDTH(W)(INCHES)MULLSPANGROUP#5GROUP#6GROUP#7GROUP#8GROUP#924.060"70.0 70.0 70.070.0 70.030.070.0 70.0 70.070.0 70.036.070.0 70.0 70.070.0 70.040.070.0 70.0 70.070.0 70.042.070.0 70.0 70.070.0 70.048.070.0 70.0 70.070.0 70.054.070.0 70.0 70.070.0 70.060.070.0 70.0 70.070.0 70.066.065.5 65.5 65.565.5 65.572.060.0 - - - -24.066"70.070.070.070.0 70.030.070.070.070.070.0 70.036.070.070.070.070.0 70.040.070.070.070.070.0 70.042.070.070.070.070.0 70.048.070.070.070.070.0 70.054.069.870.065.570.0 70.060.062.865.559.565.5 65.566.0- - - - -24.072"70.070.070.070.0 70.030.070.070.070.070.0 70.036.070.0 70.0 70.070.0 70.040.070.0 70.0 70.070.0 70.042.070.0 70.0 70.070.0 70.048.066.0 70.0 70.070.0 70.054.058.7 64.8 65.366.7 66.760.052.8 58.3 58.8- -24.078"70.0 70.0 70.070.0 70.030.070.0 70.0 70.070.0 70.036.070.0 70.0 70.070.0 70.040.067.5 70.0 70.070.0 70.042.064.3 70.0 70.070.0 70.048.056.2 62.1 62.669.2 69.254.050.0 55.255.7- -24.084"70.0 70.0 70.070.0 70.030.070.0 70.0 70.070.0 70.036.064.6 70.0 70.070.0 70.040.058.2 64.3 64.870.0 70.042.055.4 61.2 61.770.0 70.048.048.5 53.6 54.063.6 64.324.090"70.0 70.0 70.070.0 70.030.067.6 70.0 70.070.0 70.036.056.3 62.2 62.770.0 70.040.050.7 56.0 56.466.5 70.042.048.3 53.3 53.763.3 68.648.042.246.6 47.055.4 60.024.096"70.0 70.0 70.070.0 70.030.059.4 65.6 66.170.0 70.036.049.5 54.7 55.165.0 70.040.044.5 49.2 49.658.5 64.342.042.4 46.9 47.255.7 61.245.039.6 43.7 44.152.0 57.1DESIGN LOAD CAPACITY - PSF6-9/16" MULLIONWINDOW DIMS. WITH INTERMEDIATE HORIZONTALSWIDTH(W)(INCHES)MULLSPANGROUP#5GROUP#6GROUP#7GROUP#8GROUP#924.0102"65.8 70.0 70.070.0 70.030.052.6 58.1 58.669.0 70.036.043.8 48.4 48.857.5 61.940.039.5 43.6 43.951.8 55.742.037.641.541.849.3 53.024.0108"58.7 64.8 65.370.0 70.030.046.9 51.8 52.361.6 62.536.039.1 43.2 43.551.3 52.140.035.2 38.9 39.246.2 46.924.011452.6 58.1 58.666.5 66.530.042.1 46.5 46.953.2 53.236.035.1 38.8 39.144.3 44.324.012047.5 52.5 52.957.0 57.030.038.0 42.0 42.345.6 45.636.031.7 35.0 35.338.0 38.0TWO WAY MULLION CAPACITY CHARTS"W2""W1"LW"W2""W1"LWW1 + W2 = W 2"W2""W1"LW"W2""W1"LWWW"W2""W1""W2""W1"LLSHEET:DWG. #:13AWD233 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOFSCALE:NTSRVDWG. BY:DATE:10.17.17CHK. BY:HFNREMARKSTITLE:BY DATETHE 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.SERIES 400 LVL MULLION SYSTEM(HVHZ)(IMPACT)10/19/2020 2:05 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl15922\dwg\awd233 - laminated veneered lumber (lvl) mullion system.dwg13FL15922FL #: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) 264-54856TH FBC CODE CHANGE RV 10/177TH CODE CHANGE YC 10/20TWO WAY MULLION CAPACITY CHARTS