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APPROVED DOC052021-004
INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. ANDERSEN CORPORATION 2. THE NUMBER NUMBE OFANCONANCHORS STOBEUSE FOR ODD A -SERIES WINDOWS REINFORCED MULLION ASSEMBLY MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A (HVHZ) (IMPACT) TOLERANCE OF tl/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF Q / ( 3 TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE GENERAL NOTES: Z(61 �e INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE #10 WOOD SCREWS. INSTALLATION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 4.1. MINIMUM EMBEDMENT OF 1-1/2" INTO WOOD 4.2. MINIMUM EDGE DISTANCE OF 1/2" 4.3. MINIMUM O.C. DISTANCE OF 3/4" S. FOR INSTALLATION THROUGH METAL FRAME USE#10 SELF -DRILLING, SAE GR. 5, TYPE SCREWS. INSTALLATION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. 5.1. THREE (3) THREADS MINIMUM PENETRATION BEYOND METAL FRAME WALL. 5.2. MINIMUM EDGE DISTANCE OF 1/2" 5.3. MINIMUM O.C. DISTANCE OF 3/4" 6. FOR INSTALLATION THROUGH MASONRY AND CONCRETE USE, 114" TITEN SIMPSON SCREWS. INSTALLATION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. 5.1. MINIMUM EMBEDMENT 1" MASONRY, 11/2" CONCRETE 5.2. MINIMUM EDGE DISTANCE OF 11/2" 5.3. MINIMUM O.C. DISTANCE OF 3" 6. FOR MASONRY OR CONCRETE OPENINGS, A 1X WOOD BUCK MAY BE USED (OPTIONAL) AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INFORMATION. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE SHEATHING, & WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. ASSEMBLY SCREWS, #10 FH SCREWS, ARE LOCATED THROUGH SPACER CLIPS (ITEM #3) AT 24" O.C. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THEANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: g A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.42. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE 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 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, E. STEEL- MINIMUM WALL THICKNESS OF 54 MILS(16 GA.) WHEN THROUGH GUSSET INSTALLATION. F. ALUMINUM-1/8" MINIMUM THICKNESS(6063-T5) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) INCLUDING HVHZ. ALL PRODUCTS UNDERTHE SCOPE OF THIS DOCUMENT HAVE BEEN EVALUATED ACCORDING TO THE CURRENT FBC AND THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 202-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. I F SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENT (S.G.=O.45). 7. MULLION MATERIAL: FIBERGLASS 8. IN ACCORDANCE WITH CURRENT FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 9. IN ACCORDANCE WITH THE CURRENT FBC, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. 10.DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL 11.CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGN PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARD SIZE. 12.MULL ASSEMBLIES ARE QUALIFIED FOR TWO OR MORE UNITS PER OPENING IN THE FOLLOWING CONFIGURATIONS: • "ONE WAY" -RIBBON OR STACKED MULLIONS • "TWO WAY" -'X' OR'T' MULLIONS 13. GROUPS I, II, & III CONSIST OF 4-9/16" MULLIONS (ITEM #lA). GROUPS IV, V, & VI CONSIST OF 6-9/16" MULLIONS (ITEM #1B) TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 MULL ASSEMBLY SECTIONS (1) 3 MULL ASSEMBLY SECTIONS (2) 4 MULL ASSEMBLY SECTIONS (3) 5 GUSSET- INSTALLATION DETAILS 6 HALF GUSSET- INSTALLATION DETAILS 7 FLAT GUSSET- INSTALLATION DETAILS 8 SLIDE GUSSET- INSTALLATION DETAILS 9 ONE-WAY LOAD TABLE: GROUP I 10 ONE-WAY LOAD TABLE: GROUP II 11 ONE-WAY LOAD TABLE: GROUP III 12 TWO-WAY LOAD TABLE: GROUP I, II, III 13 ONE-WAY LOAD TABLE: GROUP IV 14 ONE-WAY LOAD TABLE: GROUP V 15 ONE-WAY LOAD TABLE: GROUP A 16 TWO-WAY LOAD TABLE: GROUP IV, V, VI 17 B.O.M.&COMPONENTS 18 COMPONENTS (1) 19 COMPONENTS (2) MULLING INSTRUCTIONS: • STEP I: ESTABLISH MULLASSEMBLY FRAME TYPESAND MULL CONFIGURATION. • STEP 2: VERIFY MULL ASSEMBLY CONSTRUCTION FROM SHEETS 2-4(REFERTO ABBREVIATION TABLE ABOVE)AND DETERMINE GROUP NUMBER. • STEP 3: DETERMINE ALLOWABLE LOAD OF MULLASSEMBLY FROM APPLICABLE LOAD TABLE BASED ON MULL GROUP NUMBER, REFER TO SHEETS 9-16. • STEP 4: INSTALL MULLION BASED ON APPLICABLE SPECIFICATIONS SHOWN ON SHEETS 5-8. MISSILE IMPACT RATING SMALL AND LARGE MISSILE IMPACT RATED A A, , ANDERSEN WINDOWS a POOR$ 100 FOURTH AVE NORTH BAYPORT, MIN 55003-1096 PH:(6511264-5150 FX:(651)264 F lJ m Z m E J m Z Ny or Z m CL >M m^ Q m ' w¢ -, J L9 as or z `- N a G am Z ` =0 C > Z Oo$d m O J 3 o a Ymm Q J¢ m w w m o QM J (7 W F a REMARKS I BY I DATE 6TH FBC CODE CHANG FM LO/17 7THFBC CODE CHANG NUS10.10.2 ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. litally signed by Hermes F Norero ason: Il a document f te:2`2�'Id 01: ap,2-00' OF Q 398 E. DA WMAOH BLVD. i 338 DANIA BEACH, R 33004 FBPE CERT. OF AUTHORIZ`nON No. 29578 FL #: FL15922 DATE: 10.1 ],19 DWG. BY: CHK. 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NMI (INV hLE 'U313V383H1'J'O 'XVW „S'8 ON3 W08d „9-b (T 133HS '8 310N 'llV1SNl 33S) SM38JS H3 „4/T-T X OT# IInW IV1NOZIUGH)JO IV3I1UM IX313 Ol NVV Al 9I/69 1 9I/6 6 3duiim ONdnouo '8313V3U3Hl'J'O 'XVW H8'8 ON3 NOW All (T 133HS'8 310N '11V1SNl 33S) SM3UJS H3 ,Ib/T-T X OT# 'U31dV3U3Hl'J'O 'XVW „8'80N3 WOUd .917 (T 133HS'S 31ON '11V1SNl 33S) SM38JS H3 ,,8/L X OT# 1lnw lVINOZ1110H HO W31MA z Had Ol M3 H A 9S/69 II „9I/b-6 3dA iinW ON dnoH9 'M3 V383H1'J'O 'XVW „8IS ON3 AM „ 9-C (T 133HS'8 31ON 'llV1SNl 33S) SM38JS HJ 118/L X OT# 'U313V3U3H1J ''0 'XVW „8'80N3 WOUd .917 (T 133HS'8 310N 'llV1SNl 33S) SM38JS Hd IIV/T-T X OT# lim IV1NOZI110H HO IV UMA Hatt Ol IX313 3 Al 91/69 1 .,9I/6t 3dATllnW ON dnon '8313V383H1'J'O 'XVW ,,S'8 ON3 WOUd „9-b (T 133HS '8 310N '11V1SNl 33S) SM38JS Hd „8/L X OT# A131JV3U3H1'J'O 'XVW „8 8 0N3 NOW ,,9-17 (T 133HS'8 310N '11V1SNl 33S) SM38JS H3 NV/T-T X OT# IS) IInW 1VIN071HOH HO IVJIIN3A M:)V/A-LV/NVV Ol IX313 Al 9T/69 9L/b-V ON dnoa9 I 3duiim 'U313V383H1'J'O XVW „8'8 ON3 WOU3 „917 (T 133HS'8 31ON 'llV1SNl 33S) SM3UJS H3 „ 8/L X OT# -d31JVR13Hi'D'O XVW ,18'8 ON3 WOU3 „9-b (T 133HS'8 RON '11V1SNl 33S) SM38JS H3 „b/T-T X OT# IInw IV1NOZINOH NO MU113A M3 Ol M3 9 NI 9L/6-9 I 9S/fii 3daiim 'ONdn0119 'U313VR3H1'J'O 'XVW I,8IS ON3 WOUd „917 (T 133HS'8 310N '11V1SN1 33S) SM38JS H3 HV/T-T X OT# IInVY IVINOZIHOH HO Ml-L13A IX313 Ol MdV/31t1 a A 9I/69 II 9I/6-0 '0Nda0a9 add iinW '8313V383H1'J'0 'XVW ,,S'S ON3 WOU3 „9-b (T 133HS'8 310N 'TV1SNl 33S) SM38JS H3 „ b/T-T X OT# 8313V3U3Hl'J'0 'XVW 118'80N3 V408d ,,917 (T 133HS'8 310N 'llV1SNl 33S) SM38JS H3 118/L X OT# IInw IV1NOM10H HO IVJua3n / G IX313 01 IX313 t� '8313V 'XVW ,IS'8 N9-17 (T 133HS'S 31C 33S) SM38JS H3 „b/T-T X OT# #10 x 7/8" FH SCREWS (SEE INSTALL. NOTE 8, SHEET 1) 4-6" FROM END & 8" MAX. O.C. THEREAFTER. #10 x 1-1/4" FH SCREWS (SEE INSTALL. NOTE 8, SHEET 1) 4-6" FROM END & 8" MAX. O.C. THEREAFTER. MULL TYPE GROUP NO. 4-9/16" 1 69/16" IV A AAN/ATV TO FW 3 VERTICAL OR HORIZONTAL MULL B ACW TO FW 3 VERTICAL OR HORIZONTAL MULL '8'1 FH SCREWS (SEE . NOTE 8, SHEET 1) 4-6" ND & 8" MAX. REAFTER. MULL TYPE 4-9/16" GROUP NO. II 6-9/16" V E ATV TO ADH 3 HORIZONTAL MULL F ACW TO ADH 3 VERTICAL MULL #10 x 7/8" FH SCREWS (SEE INSTALL. NOTE 8, SHEET 1) 4-6" -ND & 8" MAX. EREAFTER. MULL TYPE 4-9/16" GROUP NO. 1 69/16" IV I AAN/ATV TO AAN/ATV 3 VERTICAL OR HORIZONTAL MULL ACW TO ACW 3 VERTICAL OR HORIZONTAL MULL C ADH TO ADH 3 VERTICAL MULL #10 x 7/8" FH SCREWS (SEE NOTE 8, SHEET 1) 4-6" D & 8" MAX. tEAFTER. AUTTYPE GROUP NO. 4-9/16" III 6-9/16" VI #10 x 7/8" FH SCREWS (SEE NOTE 8, SHEET 1) 4-6" JD & 8" MAX. REAFTER. AULLTYPE GROUP NO. 4-9116" III 6-9/16" VI G ATF/APW TO ATF/APW 3 VERTICAL OR HORIZONTAL MULL #10 x 1" FH SCREWS (SEE INSTALL. NOTE 8, SHEET 1) 4-6" FROM END & 8" MAX. O.C. THEREAFTER. #10 x 1-1/4" FH SCREWS (SEE INSTALL. NOTE 8, SHEET 1) 4-6" FROM END & 8" MAX. O.C. THEREAFTER. KK ARCH. TO FLEXI 3 / VERTICAL OR HORIZONTAL MULL MULLTYPE GROUP NO. 4-9/16" 1 6-9/16" IV #10 x 7/8" FH SCREWS (SEE INSTALL. NOTE 8, SHEET 1) 4-6" FROM END & 8" MAX. O.C. THEREAFTER. MULLTYPE 4-9/16" I GROUPNO. III fi 9/16" VI ATF/APW TO ADH 3 VERTICAL OR HORIZONTAL MULL #10 x 7/8" FH SCREWS TALL. NOTE 8, ) 4-6" FROM END kX. REAFTER. GROUPNO. 11 ATV TO ATF/APW 3 VERTICAL OR HORIZONTAL MULL #10 x 1" FH SCREWS (SEE INSTALL. NOTE 8, SHEET 1) 4-6" FROM END & 8" MAX. O.C. THEREAFTER. #10 x 7/8" FH SCREWS (SEE INSTALL. NOTE 8, SHEET 1) 4-6" FROM END & 8" MAX. O.C. THEREAFTER. MULLTYPE GROUPNO, 4-9/1, 1 69/16" IV L ARCH. TO AAN/ATV 3 VERTICAL OR HORIZONTAL MULL M ARCH. TO ACW 3 VERTICAL OR HORIZONTAL ANDERSEN WINDOW, A DOOMS 100 FOURTH AVE NORTH BAYPORT, MN 55003-1096 o� zm E UCo .-, z OLu U O�"mm G CC Cir Cc N amNP zoa6 L"Tu0 W `n C CO Q j m � o C, 1 z w J a W � Cl- REMARKS BY DATE 16TH FBC CODE CHANGEI FM 110/17 1 17TH FBC CODE CHANGBNUS00.10.201 IITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC ``,`11LL� n rro rrr77 E s . Ao �* IN 7 7 SA OF =� tµoyNG pR�ONpD�i�ilye� INC 398E DANfA'BEAW t"m / 33B DANIA BEACH, R 33 MEE CERT. 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'VI12 W JO iN3AOA 03NIMOD # dnoao 11nw IV1NOZIHOH NO IVJIINM � F Mid Ol Mdb/old 3 A 9L/6-9 II 91/6'0 3dA iinw ON dnotl9 A1313V3H3Hi'0*0 'XVW „818 (IN] A083 „917 (T 133HS '8 31ON '11V1SNl 33S) SM321:)S Hd I,S/L X OT# iim IVINOZINOH NO lVJUll3A / ✓� 'H at/ Ol MdV/JIV 8 9L/6-9 91/6-V 'ON dnotl9 3dA llnW 'U313V3U3Hi *3'0 'XVW „818 ON3 A0213 „9-b (T 133HS'S RON 'llV1SNl 33S) SAARIDS H3 ,IT X OT# "d313V383H.L'D'0 'XVW 1.8180N3INMIJ .917 (T 133 H S '8 31ON 'll V1SN I 33S) SMRDS H3 NS/L X OT# IIn W IV.LNOZIHOH HO IVIIIMA Q AMOl HJ)JV Al ,9L/6-9 I 9L/6-4 ON dnotl9 3dAl llnW Z1313V3213H1'J'O 'XVW „819 0N3 LNOW ,917 (T 133HS'S 310N 'llV1SNl 33S) SM3SOS H3 „b/T-T X OT# '8313V383Hl'O'O 'XVW .818 ON3 A0213 „917 (T 133HS'S 31ON'llV1SNl 33S) SAA38DS H3 NT X Oi# 1lnw IV.LNOZINOH t 1 at/ Ol NVV d 'H 1 „9L/6-9 I 9L/6-0 ON dnotl9 I 3dA llnW 21313V381Hi':)'0 'XVW .IS 18 ON3 A0213 „917 (T 133HS'S 310N-llV1SNl 33S) SM38OS H3 IIT X OT# 'H313VR3Hl'0'0 'XVA 1,818 ON3 A0213 9 V (T 133HS'S 31ON 'llV1SNl 33S) SMTdDS H3 .8/1 X OT# HORIZONTAL SECTION 5 JOINING DETAIL 'X' MULLION JOINT ADJACENT WINDOW FRAMES, LOCKING UNDER SEPARATE APPROVAL PLUG (8) #10 x 5/8" FH SCREWS THROUGH GUSSETTO EACH ADJACENT FRAME (4)FOR A SERI S GUSSET (C) EXTERIOR VIEW 5 MULLION ANCHOR DETAIL 18" GUSSET INSTALLATION - TYP. ADJACENT WINDOW FRAMES, LOCKING UNDER SEPARATE APPROVAL PLUG (6) #10 x 5/8" FH SCREWS THROUGH GUSSET TO EACH ADJACENT FRAME (4) #8 x 5/8" FH SCREWS - FOR A -SERIES GUSSET NOTE: _ - INSTALLATION DETAILS ARE APPLICABLE TO 4-9/1611 AND 6-9/16" REINFORCED MULLION - ASSEMBLIES. (2) #10 x 2" FH SCREWS (2) #10 x 2" FH SCREWS THROUGH EA. THROUGH EA. INTERSECTION BRACKET INTERSECTION BRACKET �g� HORIZONTAL SECTION INTO END PLUG INTO END PLUG 5 JOINING DETAIL 'T' MULLION JOINT (12) #10 FLAT HEAD WOOD SCREWS TO WOOD OR #10 TEK SCREWS TO METAL STUD (8) #10 FLAT HEAD MIN. 1/2" EDGE WOOD SCREWS TO DISTANCE WOOD OR #10 TEK �01111!1 b111HII/\�1i�JIt I,r (2) #10 x 2" GR. 5 FH SCREWSTHROUGH GUSSET TO END PLUG PAN HEAD W —q WOODOD SCREWS TO WOOD SUBSTRATE MIN. 1/2" EDGE DISTANCE MIN. 1-1/2" EMBEDMENT (2) #10 x 2" G R. 5 FH SCREWS THROUGH GUSSET TO END PLUG (6) #10 TEK SORE TO METAL STUD MIN.jHREADS PENETRATION VERTICAL SECTION VERTICAL SECTION 5 MULLION ANCHOR DETAIL ` I MULLION ANCHOR DETAIL GUSSET INSTALLATION - WOOD GUSSET INSTALLATION - METAL STUD 9A 5 F EXTERIOR VIEW 5 J MULLION ANCHOR DETAIL �/ 12" GUSSET INSTALLATION -TYP. O N a Z w t� REMARKS BY DATE 6TH FBC CODE CHANG FM 10/17 7TH FBC CODE CHANG NUS 0.10.2 FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSEI ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC * , oV .� SA OF P. 39B E.IDIAANfA'9E�W 9L IW1. / 3W DANIA BEACH, FL 33004 FTiPE CERT. OF AUTHORIZATION No. 29578 FL #: FL15922 DATE: 10.17.19 DWG. BY: CHK. 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INTERSECTION BRACKET INTO END PLUG LOCKING PLUG (2) #10 x 2" GR. 5 FH SCREWS THROUGH GUSSET TO END PLUG EXTERIOR VIEW 7 MULLION ANCHOR DETAIL 18" FLAT GUSSET INSTALLATION -TYP. ADJACENT WINDOW FRAMES, UNDER SEPARATE APPROVAL (6) #10 x 5/8" FH SCREWS THROUGH GUSSETTO EACH ADJACENT FRAME (4) #8 X 5/8" FH SCREWS FOR A -SERIES GUSSET LOCKING PLUG r�Y (gam HORIZONTAL SECTION 7 JOINING DETAIL T' MULLION JOINT (12) #10 GR. 5 FH SCREWS THROUGH FRAME AND GUSSET TO ROUGH OPENING WITH 11/2" EMBEDMENT REQUIRED. (2) #10 x 2" GR. 5 FH SCREWS THROUGH GUSSET TO END PLUG ADJACENT WINDOW / v ANCHORS, UNDER) SEPARATE APPROVAL EXTERIOR VIEW 7 MULLION ANCHOR DETAIL 12" FLAT GUSSET INSTALLATION - TYP. ADJACENT WINDOW TT- n ANCHORS, UNDER SEPARATE APPROVAL (12) #10 GR. 5 FH SCREWS (2) #10 x 2" FH SCREWS THROUGH EA. INTERSECTION BRACKET INTO END PLUG (2) #10 x 2" GR. 5 FH SCREWS THROUGH GUSSET TO END PLUG (12) #10 GR. 5 FH SMS SCREWS THROUGH FRAME AND GUSSETTO ROUGH OPENING WITH 3 THREADS PENETRATION AND 1/2" EDGE DISTANCE REQUIRED. (p--� VERTICAL SECTION 7 MULLION ANCHOR DETAIL FLAT GUSSET INSTALLATION - METAL STUD NOTE: INSTALLATION DETAILS ARE APPLICABLE TO 4-9/16" AND 6-9/16" REINFORCED MULLION ASSEMBLIES. ADJACENT WINDOW ANCHORS, UNDER SEPARATE APPROVAL (2) #10 x 2" GR. 5 FH SCREWSTHROUGH GUSSETTO END PLUG (12) #10 GR. 5 FH WOOD SCREWS THROUGH FRAME AND GUSSET TO ROUGH OPENING WITH 11/2" EMBEDMENT REQUIRED. GUSSET OFRAMEUGH VERTICAL SECTION GUSSET TO ROUGH 7 OPENING WITH 1.5" MULLION ANCHOR DETAIL EMBEDMENT REQUIRED. FLAT GUSSET INSTALLATION - WOOD (2) #10 x 2" GR. 5 FH SCREWS THROUGH GUSSET TO END PLUG (6) 1/4" TITEN SIMPSON THROUGH FRAME AND GUSSET TO ROUGH OPENING. MIN. EMBED: 1" MASONRY, 11/2" CONCRETE G VERTICAL SECTION 7 MULLION ANCHOR DETAIL LAT GUSSET INSTALLATION - CONCRETE OR MASONRY 1X BUCK OPTIONAL REMARKS I BY I DATE 6TH FBC CODE CHANG FM 10/17 7TH FBC CODE CHANG ,,FM 0.10.2 SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC JIIIIIJ N .7 7 r r r "O S A OF 0c• O EDP• pN P. IIDpF� .pf�DAp�jF]E�``` 398 E•!ID/IAHfA'BEAGH E.W. It 3w DANIA BEACH, R 33004 FBPE CERT. OF AUTHORIZATION No. 29578 FL #: FL15922 DATE: 10.17.19 owGI R cHKHFN SCALE: NTS DWG.#: AWD194 SHEET N7 Lem Ml 8 :133HS b61dM`d #-9M0 SIN :31V:)S NJH bH :A9'XHJ I :A9'9M0 6T'L1'01 :31V0 ZZ6STIJ # l3 SL96Z 'aN WULL IWO W i 'IM 3dW YOOtt 1 'I*V36 VINYU Btt / 'M14 }QI(V.V)4VG 3 96t "Ili I1 3 A03dS 3115 3HVd]Hd 11VHS n311H3NV WO N33NIDN3 03SN3311 V'N13H3H 031Itl130 UN3 W3tl10b3N 3H1 W ON3 IVA30 01 NOU1 IV1SNI 350b3 SNOILIONOJ 3115313115 Z'OT'Ol SON 9NVHJ MOD D83 HlL LT/OT Wd 9NVH3 MOD J93 H19 31VO A9 SXUVW3U v m � D � r m m D o O rm W .5 H N f m F miin N 6 n Z (mil Z — G7 D t 0 W o z h 0 m� G 0O151V13W - NO11"V1SNI 1355f19 30115 DOOM- NOI1V11V1SN113S5O9 MIS \\ 11V130 UGHONV Nomm 8 11V130 8OHJNV NoninW �� 1 NOIIAS IV:)li 13A a NOUNS IV:)liM3A � 'O(11S1V13W O1SM3UJS 'O01S1V13W 01SM3UJS MI OU'd0 31VU1S9f1S 30NV1S10 3903 X31 OT# UO 31VUisans 33NV1SI0 39(13 OOOM01SM3UJS „Z/T'NIW OOOMOlSWUM „Z/1'NIW OOOM Hd OT# (OT) DOOM Hd OT# (OT) 1N3WO391N3 � NOI1VN13N3d „Z/TT'NIW II f SOV3NH1£'NIW C:Z w 'Md'S IX313 UOd ,IV/T-T 18'HDHV UO3 „T'1d3JX3 SJ..of10OUd 11V UOd ,18/L = H19N31 NOmmN OINI 39NV1313SSf19 d1VH V3 HE)nOUHl SM3UDS H3 S'U9 OT# (Z) '53119 W 3SSV NOI1 m O3AWN13U „9T/6-9 ONV „9T/6-b 01319VJIlddV 3UV S11V130 NO11V11V1SN1 :31O N 'dAl - NOI1V11V1SN1 135509 3OI1S lIV3.30 UGHJNV NOIIIOW ( 1 M31A HORJ 1X3 9 'Onis WAN 01 SM3UDS X310T# UO 31VUisi3ns DOOM Ol SM3UDS DOOM Hd OT# (01) 'M3 18 IX313 IVAOUddV 31VUVd3S VI 9i U30Nn'S3WV8d UOd „b/T-T s'HJUVUOd „T'1d3:)X3 MOONIMINDVRIV S1Jf10OUd llV UOd „8/L = H19N31 NOIl1f1W OINI 39NV1313ssno d1VH 'V3 H9f1OUHl SM3UDS Hd S'U9 OT# (Z) 'dAl - NOI1Vl1V1SNI 13SSn9 3O11S 11V13O UGHDNV NOI110W / s 1 M31A NVId d 'Md 18 IX313 UOd „V/T-T'8'HJUV UO3 „T'1d3DX3 S17f1OOUd 11V UO3 „8/L = H19N31 NOIl m OlN1 39NVld 13SSf19 dIVH V3 HE)nOUHl SM3UOS Hd S'U9 OT# (Z) 'Of1151VAN 01 SM383S X3101# UO 31VUIS8f1S DOOM Ol SM3UDS DOOM Hd OT# (01) G � t MAXIMUM DESIGN PRESSURE CAPACrrY CHART IPSE1: GROUP I L - Mull W - Tributary Width (in) Length (in) 18.0 21.0 24.0 27.0 30.0 33.0 36.0 42.0 48.0 54.0 1 60.0 66.0 72.0 78.0 84.0 90.0 96.0 102.0 108.0 114.0 120.0 126.0 132.0 138.0 144.0 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1()0,0 1 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 to0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1oao 100.0 100.0 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.o 100.0 100.0 100.0 42.0 100.0 100. 0 100,0 100.0 100. 0 100.0 100,13 100.0 100. 0 100. 0 100. 0 100. 0 100.0 100.0 100.0 100. 0 100.0 100. 0 100. 0 100,13 100.0 100.0 100.0 100.0 100. 0 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 too 60.0 1 o0.0 100.0 100. 0 100.0 100. 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100. 0 100. 0 100. 0 100,0 10& 0 100.0 100.0 100,0 100.0 100.0 100. 0 100.0 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 72.0 100.0 100.0 100. 0 100.0 1 10& 0 100,0 100.0 1 100.0 100.0 1 100.0 100.0 100.0 100. 0 1 100. 0 1 100.0 100.0 1 100.0 100.0 1 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 78.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 84.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 90.8 86.0 82.6 80.3 79.0 78.6 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 96.0 1 100.0 100.0 100.0 100.0 1000 100.0 100.0 96.0 86.0 78.6 73.0 68.8 65.7 63.4 61.9 61.0 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 102.0 100.0 100.0 100.0 100.0 100.0 98.3 90.8 79.3 70.9 64.6 59.7 56.0 53.2 51.1 49.5 48.5 47.8 47.6 47.6 47.6 47.6 47.6 47.6 47.6 47.6 108.0 100.0 100.0 10o.o 99A 90.0 82A 76A 66.3 59.1 53.7 49.5 46.3 43.8 41.8 40.3 39.2 38.5 38.0 37.9 37.9 37.9 37.9 37.9 37.9 37.9 114.0 100.0 100.0 94A 84.3 76.3 69.8 64.4 56.0 49.9 45.2 41.6 38.7 36.5 34.7 33.3 32.3 31.5 31.0 30.6 30.5 30.5 30.5 30.5 30.5 30.5 120.0 100.0 91.9 80.7 72A 65.2 59.6 55.0 1 47.8 42.4 1 38.4 1 35.2 32.7 30.8 1 29.2 1 27.9 1 26.9 1 26.1 1 25.6 1 25.2 1 24.9 1 24.8 24.8 24.8 24.8 24.8 126.0 92.2 79.3 69.6 62.2 56.2 51.3 47.3 41 A 36.4 32.9 26.2 24.8 23.6 22.7 22.0 21.4 21.0 20.7 20.5 20.4 20.4 20.4 20.4 132.0 80.2 68.9 60.5 54.0 48.8 44.5 41.0 35.6 28.4 22.5 21.2 20.2 19.4 18.7 18.1 17.7 17.4 17.2 17.0 17.0 17.0 17.0 138.0 70.1 60.2 52.9 47.2 42.6 38.9 35.8 31.0 #27, 24.7 iff 19.5 18.4 17.4 16.6 16.0 15.5 15.1 - - -144.0 61.7 53.0 46.5 41.5 37A 34.2 31,5 27.2 21.7 17.0 16.0 15.1 - - - - - - - - - - NOTE: 1) MULLION CHART APPLIES TO 4-9/16" (ITEM #1A) GROUP I REINFORCED COMPOSITE MULL ASSEMBLIES, WHEN MULLED IN ONE-WAY, STACK OR RIBBON, CONFIGURATIONS. 2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF. 3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/180 4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS OR DOORS SHALL BE UNDER SEPARATE FLORIDA PRODUCT APPROVAL. 5) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS: • STANDARD GUSSET INSTALLATION TO WOOD OR METAL STUD • HALF GUSSET INSTALLATION TO WOOD, OR METAL STUD. • FLAT GUSSET INSTALLATION TO WOOD, METAL STUD, MASONRY OR CONCRETE 6) TRIBUTARY WIDTH = W = (A+B)/2 7) REFER TO SHEETS 8 & 9 FOR INSTALLATION DETAILS. 8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW. A+B=W z �_.,R.. i ANDERSEN WINDOWS 4 DOORS 100 FOURTH AVE NORTH BAYPORT, MN 55003-1096 um o ," a z m z� o o ^"s m aCi m ^ O U Lu � � m o QaNpo cc W D N ¢ o 0 O J J _ ¢ 3 AF m Q w Z O 7 w a d LL J f w � H o- REMARKS BY DATE iTH FBC CODE CHANGE FM 10/17 FTH FBC CODE CHANGE I 0.10.2C HE INSTALLATION DETAILS DESCRIBED HEREIN APE GENERIL 'ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC "Sill%1 i I n u 11' E S p0 i N .7 7 r r r 1 r D SA OF Z 0T O IDP•' ��: 395 E. EIDAANfA'9EAW BLVDN. / 33B DANIA BEACH, FL 33004 R E CERT. OF AUTHORIUPON No. 2957E FL #: FL15922 DATE: 10.17.19 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: AWD194 9 OF O 133HS t?61dM`d #'9M0 SIN 31VDS NJH 21H :.kg 'AHD :A9'9M0 6Z LZ OZ :31V0 ZZ6STIJ #13 BLSBZ 'oN NOLLYZBlOH1OY !o 'LN30 3dB3 �c l3 'HOY3B YINYO 'M1B Y,IryYa '3 96C YO dO tfS a L L N O. • ```�. till ill JIAMdS 311S 3NVd3Nd 11VHS 0311H3NV NO H33N19N3 ION Z'OT'0 Sl1N 9NVHD MOD J93 Hli LTIOT W3 9NVHD 300D D93 H1� 31V0 I A9 SNHVVY311 z m 1 D r D POO m z O '^ .5 5 m C K= C m f o D O C = :t ^ �'t Z> n Z D Z!e e m m C) &m A we0 a „ �Ln o m Y u N O�� O 3 w Z = < Q Hd 96OT-EOOSS N W 'iB0dAVB HIHON 3AV H1NNOd OOT ff000 f SMOpNIM N3S213aNd h l 'MO139 SIM 30 AJVf1D30V 1VMf11Jf1M1S MO NOI1VM3dO 1J333V 111M HJIHM USSUIS MO SNOII0131130 3Sf1VJ ION 111M 3A09V SIM JO IH913M 3HI IVHI 3HnSN311VHS M311VISN1/1d3Mf11JV3f1NVW 3H1'A11tlJI1i13A 03NJVIS 3MV SM00NIM N3HM (8 'S11V130 NOI1VIlV1SNl M03 6 IS 8 S133HS Ol M333M (L Z/(9+V) = M = H101M AMV1f191M1(9 313MJNOJ MO AMNOSVW '0f11S IV13W '000M Ol NOI1Vl1V1SNl 13SSf191V13 • 'Of11S 1V13W 110'000M Ol NOI1Vl1V1SNl 13SSf19 31VH • Of11S 1V13 W MO 000M 01 NOI1V'nVISNI 13SSf19 OMVONVIS • :SN01110NOJ NOIIVIIVISNI 9NIM01103 3H101 S31lddV 1MVHJ NOmnw (5 'IVAO)JddV 1Jf100Md VOIMOl3 31VHVd3S M30Nn 39 11VHS SM000 MO SM00NIM 1N3JVf0V 'NOI1VIlVISNI 30 IINn ivnalA10Nl 3H1 MO Al9 W3SSV NOmnIN 3H130 3Mf1SS3Md N91S30 UMS31 3H1010311W11 SI Al9W3SSV 30 3MnMud N91S30 (b '081/1 010311WI1 N339 SVH N011331A30 Wf1WIXVW (£ '3Sd NI 3A11V93N 0NV 3AI11SOd 3MV S3niVA 3Mf15S3Md N91S3O (Z 'SNOI1VMf1913NOJ'NO99111 MO NJV1S'AVM-3NO NI 0311nVY N3HM'S3119W3SSV 1If1W 311SOM03 03JM03N13M II df10M9 (VT# W311) „9T/6-ti Ol S31lddV IMVHJ NoninW (T :31ON - 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M 11 dnoug• MAXIMUM DESIGN PRESSURE CAPACRY CHART IPSFI: GROUP III L - Mull W - Tributary Width (in) Length (in) 18.0 21.0 24.0 27.0 30.0 33.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0 102.0 108.0 114.0 120.0 126.0 132.0 138.0 144.0 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 78.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 o0.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 84.0 100.0 100.0 100.0 100,0 100.0 100.0 100. 0 100.0 100.0 100.0 100.0 100. 0 100. 0 100. 0 100.0 100.0 100.0 100.0 100.0 100. 0 100.0 100.0 100. 0 100. 0 100.0 90.0 100.0 100.0 1 100.0 100.0 1 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 95.1 93.8 93.4 93.4 93.4 1 93A 93A 93A 93.4 93A 93.4 93.4 96.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 98.0 91.1 85.8 81.9 79.1 77.2 76.0 75.6 75.6 75.6 75.6 75.6 75.6 75.6 75.6 75.6 102.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 88.4 80.5 74.5 69.9 66.3 63.7 61.7 60A 59.6 59.3 59.3 59.3 59.3 59.3 59.3 59.3 59.3 108.0 100.0 100.0 100.0 100.o 100.0 100.0 94.8 82.7 73.7 67.0 61.8 5T7 54.6 52.1 50.3 48.9 48.0 47.4 47.2 47.2 47.2 47,2 47.2 47.2 47.2 114.0 100.0 100.0 100.0 100.0 95.1 87.0 80.3 69.8 62.2 56.3 51.8 48.3 45.5 43.3 41.6 40.2 39.3 38.6 38.2 38.0 38.0 38.0 38.0 38.0 38.0 120.0 100.0 100.0 100.0 89.9 81.3 74.3 68.5 59.5 52.9 47.9 43.9 40.8 38.3 36A 34.8 33.5 32.6 31.9 31.4 31.1 31.0 31.0 31.0 31.0 31.0 126.0 100.0 98.9 86.8 77.5 70A 64.0 59.0 51.2 45A 41.0 37.6 34.9 32.7 30.9 29.5 27.4 26.7 26.2 25.8 25.6 25.5 25.5 25.5 25.5 132.0 99.9 85.9 75.4 6T3 60.8 55.5 51.2 44.3 39.3 35.4 32A 30.0 28.1 26.5 25.2 23.3 22.6 22A 21.7 21A 21,2 21.2 21.2 21.2 138.0 87A 75A 65.9 58.8 53.1 48.5 44.7 38.7 34.2 30.8 28.2 26.0 24.3 22.9 21.7 t220 200 193 18.8 184 18.1 179 178 IT7 17.7 144.0 76.9 66A 58.0 51.7 46.7 42.6 392 33.9 30.0 27.0 24.6 22.7 21.2 199 18.9 IT3 16.7 16.2 15.8 1 15.5 15.2 15.1 1 - - NOTE: 1) MULLION CHART APPLIES TO 4-9/16" (ITEM ##1A) GROUP III REINFORCED COMPOSITE MULL ASSEMBLIES, WHEN MULLED IN ONE-WAY, STACK OR RIBBON, CONFIGURATIONS. 2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF. 3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/180. 4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS OR DOORS SHALL BE UNDER SEPARATE FLORIDA PRODUCT APPROVAL. 5) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS: • STANDARD GUSSET INSTALLATION TO WOOD OR METAL STUD • HALF GUSSET INSTALLATION TO WOOD, OR METAL STUD. • FLAT GUSSET INSTALLATION TO WOOD, METAL STUD, MASONRY OR CONCRETE. 6) TRIBUTARY WIDTH = W = (A+B)/2 7) REFER TO SHEETS 8 & 9 FOR INSTALLATION DETAILS. 8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW. A+B=W 2 U m - Z m 1'J o J L+J U 0 a C m �ED y Q (D Z n ED Q J N W N o oC m O 3 LU m m 3 DOm z O 0 Q w J a W `'-- r a REMARKS BY I DATE STH FBC CODE CHANG FM 1 10/17 7TH FBC CODE CHANG ONUS 0A0.21 SITE, IF SITE CONDITIONS CAUSE INSTALLATION 1p pEVIATI FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC O ,* N 7 7 o SA OF z -0 o O ov-- /GLONIIIID�D HHCC.�gqRRDNDpp $7VjM7'9�\ 398 EELI . DANd'9EAbi BLYD. 4 338 DANIA BEACH, FL 33004 MEE CERT. OF AUD MZA11DN No. 29578 FL #: FL15922 DATE: 10.17.19 DWG. BY: CHK. 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Set OZEL 0"9ZL 0"OZL 0"hLL 0"80L ozot 0.96 0"06 0'68 O'8L 07L 1 0'99 1 0'09 OVS 0'86 OZh 0"98 O'E8 0'08 0'LZ I 0'OZ 0"LZ 0'8L (u) y1PIM Aelnyul - M ur'w - l lSNoLLvHn9lAN03 AVM-ONLL) III NO U I dn 3vnSS3Hd N91S30 wnwixvW MAXIMUM DESIGN PRESSURE CAPACRY CHART IPSFI: GROUP M L -Mull W - Tnbutary Width (in) Length (in) 1&0 21.0 24.0 27.0 30.0 33.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 98.0 1 102.0 108.0 114.0 1 120.0 126.0 132.0 138.0 144.0 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10U) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30.0 100.0 100.0 100.0 100.0 ioo.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36.0 100.0 100.0 100.0 too 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10&0 42.0 100.0 100.0 100.0 100.0 100.0 100.) 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 ioo.o 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0F9.1 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 78.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 84.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 t00.o 100.0 9Z2 95.2 94.1 93.8 93.8 93.8 93.8 93.8 93.8 93.8 93.8 0.0 100.0 1000 1000 100.0 1000 100.0 100.0 1000 1000 100.0 94.9 90.9 879 85.7 84.2 83.3 830 83.0 83.0 83.0 83.0 83.0 83.0 830 0.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 988 92.3 87.3 83.3 80.3 77.9 76.2 75.0 74.3 74.1 74.1 74.1 74.1 74.1 74.1 74.1 0.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 92.0 857 80.8 769 73.8 71.4 69.6 682 67.2 66.7 66.5 665 66.5 66.5 665 66.5 0.o 100.0 1000 100.0 100.0 100.0 100.0 100.0 93.8 860 800 752 709 67.2 643 62.0 602 58.9 58.0 5Z5 57.3 57.3 573 57.3 5Z3 0.0 U 100.0 100.0 1000 100.0 100.0 100.0 94.6 84.0 758 69.5 64.4 604 57.1 54.4 52.3 5(.6 49.3 48.3 47.7 47.3 47.1 471 471 47.1 0.0 100.0 100.0 100.0 100.0 1000 94.6 820 726 655 599 555 51.9 489 46.5 446 43.0 41.8 40.8 40.0 39.5 392 391 39A 39.1 0.0 100.0 1000 1000 982 89.6 82.5 71.5 633 5Z0 52.1 481 44.9 42.3 40.1 38A 36.9 35.7 34.8 340 33.5 33.1 32.8 327 327 0.0 100.0 1 100.0 1 95.5 1 86.3 78.7 72.5 62.7 55.5 49.9 45.5 42.0 39.2 36.8 34.9 33.3 31.9 30.8 29.9 29.2 28.6 28.2 1 27.9 27.7 27.6 NOTE: 1) MULLION CHART APPLIES TO 6-9/16" (ITEM #113) GROUP IV REINFORCED COMPOSITE MULL ASSEMBLIES, WHEN MULLED IN ONE-WAY, STACK OR RIBBON, CONFIGURATIONS. 2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF. 3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/180. 4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS OR DOORS SHALL BE UNDER SEPARATE FLORIDA PRODUCT APPROVAL. 5) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS: • STANDARD GUSSET INSTALLATION TO WOOD OR METAL STUD • HALF GUSSET INSTALLATION TO WOOD, OR METAL STUD. • FLAT GUSSET INSTALLATION TO WOOD, METAL STUD, MASONRY OR CONCRETE. 6) TRIBUTARY WIDTH = W = (A+B)/2 7) REFER TO SHEETS 8 & 9 FOR INSTALLATION DETAILS. 8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW. A+B=W 2 F7 PH:(651)264-5150 FX: (651) 264-5485 u YCO O o ��$m LU U CC 0_ j a DO Q V m uQ � a N ¢ o w wu J o m J w 3 wu ¢ 3 DO w Z O Ow z < J CL F- w Of H a REMARKS BY DATE 5TH FBC CODE CHANG FM 10/17 7TH FBC CODE CHANGE] NUS 0.10.21 NOT REFLECT ACTUAL CONDITIONS FORA %%%� �11t17777//// �\�\\ .. O E..S �O�% N .7 7 SA OF 0 O 1& P.El 398 EBDIAA}IfAiD EAdf BLR. NVD. i 338 DANIA BEACH. FL 33004 MPE CERT. OF AUTHORIZATION N.. 29578 FL #: FL15922 DATE: 10.17.19 DWG. BY: CHK. 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M InW - tl N91M wnvyixvW MAXIMUM DESIGN PRESSURE CAPACFTY CHART (PSFI: GROUP VI L - Mull W - Tnbutary Width (in) Length (in) 18.0 21.0 24.0 27.0 30.0 33.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0 102.0 108.0 114.0 120.0 126.0 132.0 138.0 144.0 24.0 100. 0 100.0 100. 0 100.0 100. 0 100. 0 100.0 100. 0 100.0 100.0 100.0 100. 0 100. 0 100. 0 100.0 100. 0 100.0 100. 0 100. 0 100.0 100,0 100.0 100.0 100.0 101 30.0 100.0 loo.0 100.0 100.0 100.0 100.0 too 100-0 100.0 100.0 100.0 100.0 100.0 loo.o 100.0 100.0 100.0 IOU 100.0 100.0 100.0 loo.o 100.0 100.0 100.0 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48.0 100. 0 10& 0 100. 0 100. 0 100.0 100. 0 100.0 100.0 100.0 100.0 100. 0 100.0 1 o o. 0 100.0 100.0 100.0 100. 0 100.0 100.0 100.0 100.0 100. 0 100.0 100.0 100. 0 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 66.0 100.0 100. 0 100. 0 100. 0 100.0 100. 0 100,0 100.0 100. 0 100. 0 100.0 100. 0 100. 0 100.0 100.0 100. 0 1 100.0 100,10 100.0 1 100.0 100.0 100.0 100.0 100. 0 l K o 72.0 101 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 78.0 1 100.0 100.0 loo.o 100.0 100.0 100.0 100.0 100.0 100.0 100.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 84.0 100.0 100.0 100.0 1 100.0 100.0 1 100.0 I 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 1 100.0 100.0 100.0 90.0 100.0 100.0 100.0 100.0 100.0 100.0F673 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 96.0 100.0 100.0 100.0 100.0 100.0 100.000.0 100.0 100.0 100.0 100.0 100.0 97.2 95.2 94.1 91 93.8 93.8 93.8 93.8 93.8 93.8 93.8 93.8 102.0 100.0 100.0 100.0 100.0 100.0 100.000.0 100.0 100.0 100.0 94.9 90.9 87.9 85.7 84.2 83.3 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 108.0 100.0 100.0 100.0 100.0 100.0 100.0100.0 100.0 98.8 92.3 87.3 83.3 80.3 77.9 76.2 75-0 74.3 74.1 74.1 74.1 74.1 74.1 74.1 74.1 114.0 1o0.o 100.0 100.0 100.0 100.0 100.0100.0 100.0 92.0 85.7 80.8 76.9 73.8 71.4 69.6 68.2 67.2 66.7 66.5 66.5 66.5 66.5 66.5 66.5 120.0 100.0 100.0 100.0 100.0 100.0 100.0100.0 93.8 86.0 80.0 75.2 71.4 68.4 65.9 63.6 61.8 60.4 59.5 58.9 58.7 58.7 58.7 58.7 58.7 126.0 100.0 100.0 100.0 100.0 100.0 100.097.0 86A 77.8 71.2 66.1 61.9 58.5 55.8 53.6 51.9 50.6 49.6 48.9 48.5 48.3 48.3 48.3 48.3 132.0 100.0 100.0 100.0 100.0 100.0 100.084.1 74.5 67.2 61.5 56.9 53.2 50.2 47.7 45.7 44.1 42.8 41.8 41.1 40.5 40.2 40.1 40.1 40.1 138.0 100.0 100.0 100.0 100.0 100.0 91.973.3 64.9 58.5 53A 49.3 46.1 43.4 41.2 39.3 37.8 36.6 35.6 34.9 34.3 33.9 33.7 33.6 33.6 144.0 100.0 1 100.0 100.0 97.9 88.5 80.7 1 74.3 1 64.3 1 56.9 1 512 1 46.7 43.1 40.2 37.7 35.8 34.1 32.7 31.6 1 30.7 29.9 29.3 1 28.9 28.6 28.4 28.3 NOTE: 1) MULLION CHART APPLIES TO 6-9/16" (ITEM #113) GROUP VI REINFORCED COMPOSITE MULL ASSEMBLIES, WHEN MULLED IN ONE-WAY, STACK OR RIBBON, CONFIGURATIONS. 2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF. 3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/180. 4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS OR DOORS SHALL BE UNDER SEPARATE FLORIDA PRODUCT APPROVAL. 5) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS: • STANDARD GUSSET INSTALLATION TO WOOD OR METAL STUD • HALF GUSSET INSTALLATION TO WOOD, OR METAL STUD. • FLAT GUSSET INSTALLATION TO WOOD, METAL STUD, MASONRY OR CONCRETE. 6) TRIBUTARY WIDTH = W = (A+B)/2 7) REFER TO SHEETS 8 & 9 FOR INSTALLATION DETAILS. 8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW. A+B=W 2 Ili ANDERSEN WINDOWS A Do**, 100 FOURTH AVE NORTH BAYPORT, MN 55003-1096 U m Q a zm J U OD o O � U 0 W Lnn Q U cr 2Ln W Q 66 m p� - a a a N z2 ` a Z"= 0 J O 3 a CO Q� w z O w d �<3 u J H W H- � a REMARKS BY I DATE 6TH FBC CODE CHANGN FM 10/17 17TH FBC CODE CHANGQNUSRO.10.201 \ND MAY NOT REFLECT ACTUAL SITE. IF SITE CONDITIONS CAUSI 395 uCEN5ED 338 FEPE CERT. OF AUTHORIZATION ND. 29578 FL #: FL15922 DATE: 10.17.19 DWG. BY: CHK. 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M IIeLN - l SNOtL"n iN07 AVM-OML IA8 A N • i VH 7VdV038I1SS38d NDIS30 W WII(7W BILL OF MATERIALS ITEM DESCRIPTION MATERIAL MANUFACTURER 1A 4-9/16" JOINING PLATE FIBERGLASS ANDERSEN CORPORATION 1B 6-9/16"JOINING PLATE FIBERGLASS ANDERSEN CORPORATION 2 TRIM STRIP ARPVC ANDERSEN CORPORATION 3 ALIGNMENT SPACER, JOINING PLATE ASER/W W/TW/F F/DOORS PVC ANDERSEN CORPORATION 4 INTERSECTION BRACKET GALVANIZED STEEL ANDERSEN CORPORATION 5 END PLUG GLASS FILLED NYLON ANDERSEN CORPORATION 6A UNIVERSAL GUSSET,FLANGE, 18 GALVANIZED STEEL ANDERSEN CORPORATION 6B UNIVERSAL GUSSET,FLAT, 18 GALVANIZED STEEL ANDERSEN CORPORATION 7 JOIN IN OPENING PLUG/SEAL GLASS FILLED NYLON ANDERSEN CORPORATION 8A HALF GUSSET, TYPE A GALVANIZED STEEL ANDERSEN CORPORATION 8B HALF GUSSET, TYPE B GALVANIZED STEEL ANDERSEN CORPORATION 9A A SERIES, FLANGE, GUSSET, 12 GALVANIZED STEEL ANDERSEN CORPORATION 9B A SERIES FLAT GUSSET, 12 GALVANIZED STEEL ANDERSEN CORPORATION 10A A SERIES GUSSET, 18 GALVANIZED STEEL ANDERSEN CORPORATION 10B A SERIES FLAT GUSSET, 18 GALVANIZED STEEL ANDERSEN CORPORATION 11A FIXED BRACKET GALVANIZED STEEL ANDERSEN CORPORATION 11B SLIDE BRACKET GALVANIZED STEEL ANDERSEN CORPORATION 12A SLIDE GUSSET TYPE A GALVANIZED STEEL ANDERSEN CORPORATION 12B SLIDE GUSSET TYPE B GALVANIZED STEEL ANDERSEN CORPORATION OINTERSECTION BRACKET 4 GALVANIZED STEEL 1 Imo- 8.000" Q O 1.774" OEND PLUG GLASS FILLED NYLON 66 UNIVERSAL GUSSET, FLAT, 18 14 GA. GALVANIZED STEEL 18.0001, 1A 4-9/16°JOINING PLATE FIBERGLASS F5.750" -7 0.525" J OTRIM STRIP ARPVC 0.450" 1.656" 0 1 O 0 O O O O O O ® 3.843" 0 ® 0 0 0 ® 0 O 1 If 0.079" 16 6-9/1611 JOINING PLATE FIBERGLASS 7.750" 0.52 OALIGNMENT SPACER, JOINING PLATE PVC 0.478" �T 2.313" OUNIVERSAL GUSSET, FLANGE, 18 6A 14 GA. GALVANIZED STEEL 18.000" - 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OEND SEAL GLASS FILLED NYLON --j 3.843" 1.300" L.i P. O m O P ss S m o a0>^ W U w Z_ Ln Occ Ly Q O' Vi mm�m �N 3 h o m Q m GO 0 w a aLLI J W REMARKS I BY IDATE STH FBC CODE CHANG FM 10/17 7TH FBC CODE CHANGONUS110 10.2 MAY NOT REFLECT ACTUAL CONDITIONS ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC O 'pO'�i N .7 7 SA OF Z o OA O 1DP':' P. IID y' pq'ORpo(,]13ACi.. 398 EBDIAANfA'BEACN BLNMD. i 338 OANIA BEACH, R 33004 MPE CERT. OF AUTHORIZATION N.. 29578 FL #: FL15922 DATE: 10.17.19 DWG. BY: CHK. 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