17-18321 - Laserfiche WebLink

Browse Search

SUITABLE FOR ALL LOCATIONS REQUIRING GENERA�NOTES: p�'�n � � - NON•IMPACT OR LARGE AMD SMALL 1)DEfAILS SHOWN ARE FOR T1iE MULIION ONLY ANCHORS SHOWN ARB IN ADD1710N TO ANYANCHORS REQUIRE�FORhIE �� z ' MISSILE IMPACT-RESISTMiT PRODUCTS FENESTRATIDN PRODUC7 INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SffUATION IS UJIQUE AND SHOUID BE ��'� 5 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION ME'fHOD.OPTIDNAL 1X OR 2X WOOD BUCKS IF USED, GENEw.L No�S. ._._._._._.._� � $ LL MUST BE ANCHORED PROPERLY TO TR/WSFER LOADS NJD ARE TO BE DESIGNED BY OTHERS. '�NSTRUCi�oNS._.._._._..._____i xz�o 0 ELEVA710N5.._._.- .__.._._.__.� ��QY W FIGUREI: MULLT02XWOOD.._._..,.._._..._,p oo. MUITIPLE --OPENING WIDTH FORVER7ICAL MULL--{ wicHesToee �)TF'�E TYPE AND NUMBER OF ANCHOftS IS CRITICAL TO'fHE S7RUCTURAL PERFORMANCE OF THE MULLED UNRS.MULLIONS ' ox o HAVE BEEN TES7E0 AS'FREE-FLOATING`AND DO NOT NEm TO BE DIRECTLY AiTACHED TO THE MULLION CIIPS,BU7 SHALL MULLTO 1X d MASONRY_.__._. 2 � MULLIONS I � —� �p�p�� I INSCRIBmINSIOE INSTAUATIONNOTES._.:,.`._2 � A-0,G,Fk RECTANGULAR NOT HAVE A GAP OF MORE THAN 7/4•FROM'fHE CLIP. Mut�70 MASONRY.._._._. ....._3 SHAPE MULLT06TEEL6TUD�.. 9 N sHEeTS 2 7 3)THE ANCHORAGE METHODS 3HOWN HAVE BEEN DESIGNm TO RESIST THE WINDLOADS CORRESPONDIN6 TO THE REQUIRED MULL TO MULL._..... .._.g �� m � i T�� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U100.THE 1f3STRESS INCREASE WAS NOT USED ANCHORSPECS___..__..___. 3 Z r� � /j' �� / � IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. nLiERNA7n7E CLIPS..__._._._._.4 Q � �i �♦ BAY MULL INSTALLA7IOPL._._._.4 %% ` �� 1X2X.125M11LL3PEC9.___..__5 J W �� / � �/ ��` 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHFRS AND IS HE`(OND THE SCOPE OF THESE 1 X 2 X.375 MULLSPECS.__._._.6 W O o = // �\ PISTRUCTIONS. 1X2.75X.375MULL6PECS._._.._7 � p.'m (q / � 1X2.i5X.65MULL5PEGS_._.._..B Z ��' � 1 X 3.14b X.600 MULL SPECS.._..B SEE DETAILS � I / �i� /��i � 5)USE THE CAMBINED WID7H OR HEIGHT OF ONLY TWO ADJACENT FENESTRAT10N PRODUCTS TO OETERMINE PRESSURES AND m o F ATMRUG; / i Y / 1 I 1 / i \^TMR cAILS ANCHORAGE FOR THE COMMON MULUON,SEE EXMAPLES ON THIS 3HEETAND SHEE724.FOR MULTIPLE UNITS,CANSIDER 7 X OX 125 MULLSPECS.._.._....10 � F c'� � 7 X 4%.375 TUBE MULL SPECS._.17 �- Q � J SHEET52-3 1\ � ISHE�73Za ONLYTWOADJACFNTUNIT9ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWEST�ESIGN �x4X.375TMULLSPEC9....._.17 � W � \ �� J�i i I� � � PRESSURE OF MULTIpLE MULLIONS OR FENESTRATION PRODUC75 SHALL APPLY. 7.25 x 3.186 X 1&5 MULL SPECS.1Z I ppEN�{yr, 126X325%100MULLSPECS_..13 Z W� � � `�T• �� B j W H E N Fl N D I N O Y O U R S I Z E I N T H E M U LL I O N T A B L E S,A L W A Y S ROUND UP TO THE NEXT SIZE SHOWN O N T H E T A B L E(S). 125%3.25 X.6 2 4 M U L L S P E c s.._.7 4 0 0 �g ._q?� , MULL FOR 1.25 X 3.94X.624 MULI SPECS,_.75 � z e L �y W � � LENGIH HORIZ(NJTAL Q c� �¢Z � 7)ANCHOR EMBEDMEN7T0 BASE MATERIAL SHALL BE BtYOND WALL DRESSWG OR STUCCA.WOOD BUCKS BY O7HERS,MUST 2 XA X.25 AML SPECS___..__.78 J seeoEra�e, BE ANCHORED PROPERLY TO TRANSFEFt LOADS TO THE STRUCTURE.PNCHORS SHALL BE COA7ED OR CARROSION R6ISTANT Z X 8 X.�S MULL SPECS_..__.._._.17 Q W r ,r �/ �/ SMEETJ qg qppROPRWTE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALLBE PROTECTED AS REQUIRED TO PREVENT �•Z6 X 2.17 X.1Z5 Ml1LL SPEC3...10 F �- � RFACTIONS. 70°X 3 25 BAV MULL SPECS......_19 Z (- Q N O 45'X 325 BAY MULL SPEC&._..,..ZO ¢ O Z `" NHILLION&CLIP�IMENSIONS. .21•23 I- Z s � O 8)REFERENCE:TEST REPORiS:F'fL-8443;ELCO UIiRACAN/AGGRE-GATOR NOA'S EXAMPLES 1&2. .-• •24 � �N �Q FENE57AATION LOADING El(AMPLES.._._.__.....�` W � PROOUCiS MAY 9E OFANYTYPE- 9)MIRLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED i0 COMPLY WITH THE REQUIREMENTS OF THE FLOPIDA BURDING � Z � � � nals7BE CADE,ANDAREAPPROVEDFORIMPACTANDNON-IMPACTAPPLICATIONS.MULLIONSAREONLYTOBEUSmWITH MAHUFACiIWFD / I i I pyp�T. PGT-APPROVED FENESTRATION PRODUCT9 HAVINO CURRQJT APPROVALS. V (� Q -O Q _ iii _ �� Z�O � -,�r- 10)MULLIONS ARE IN COMPLVINCE FOR USE IN THE HVFiZ. �� �s�osra�s � ;� g �'� A•O,G.H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MUILED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING o '� '� � HOwzoxrn� SHEETS33 WIDhUH61GHTOFEACHINDIVIDIJALMULLIONCOMPLIESWtTHTHEREQUIREMENTSOFTHISNOA. MULL LENO7H Hpq�pp�7AL 61ULL - �� INSTRUCTIONS: ADDff10NAL E7fAMPlFS OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFI')FOR THE OPENING USING THE ASCE-7 STANDARD. �H��«�� 2)CHOOSE A MULLION TYPE THA7 VNLL FIT TNE DEPTH OF THE FENESTRATION PRO WCTS FRAME DEFTH. I.--oaewiwc wmn+---I -"I��p7H f` �, 3j REFER TO SHEET 25 70 DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANOULAR/TRAPEZODAL•. P .PROaUCT REVISED � �- � ��N��+ 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT'�FROM TABLES 1A THROUGH 16A ON SHEETS 5 THROUGH 20 RESPECTNELY,USING �romplyingwi�h�he FlDcim HEIGH! THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS 9PANNING VERTICALLY OR HORITANTALLY}.THE quildNyOodc OPENING enu�� ' F� vffir. MULLION CAPACITY ILBS1Ff')OBTAINED SHAIl MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBSIFT'f FOR THE OPENING OBTAINm IN qeaep�n�+m No� �tig• NEIGt1T � LENG7H �L � � � ldULL STEP 7). � � E im7i Dab � � L�TN 5)FROM THE SAME TABLE USEO IN STEP 4)ABOVE,FIND THE VALUE IN 7HE NEXT COLUMN ANCHOR CAPACITY REQUIREO QBS).THIS VALUE �Y REPRESENTS iHE WINDLOAD TRANSFERRm TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAYACITY �� h0�� oaeNiNc wioiH 6)FROM THE ANCHOR CAPACITY(lES)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��_1.YNN g;�� 91NOLEMUlL10N SINGLEMULLION �wavEancn�w", I OPENING WI07M ANCHOR/SUBSTRATElANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIRED ANCFIOR ; �t�.',GCNS �'�F % ~FORV62TIC/1LA91LL CAPAGYNlSMET. � Q� � E �P ' '1 SEE CORRESPONDWG DErAILs MULiIPLE MULLIONS ��F THE MULLION CAPACIiY(LBSlFT'1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSfFPI FOR THE = �': No.a6705 �� `__ FliOM FiGurcE 1 neOVe. OPENING,YOU MAY USE THE"ANCHOR GAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY R6�UIRED.WITH THIS _ � , _ VALUEALOWERANCHORCAPACITYOPTIONMAYBESELECTEDFORTHESAMESUBSTRATE ;_��;� : LC= 6 u,, STANDARDS USED: g)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENE3TRATION PRODUCTTO BE USEDlWD COMPARE WIiH THE FlNAL MULLION :��'•, y TE F ' 4/: �2014 RORIDA BUILDING CODE�FBC),6TH EDITION CAPACITY(LBS/FP1 OBTAINED FOR THE MUWON SYSTEM.THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FFNESTRATION ' �� ' .;°COR�DP.•'�G�� •ANSIlAFBPA NDS-2012 FOR WOOD CANSTRUCTION PRODUCT ASSEMBLY �'CSS..�"' �`\ � �ALUMINUM DESIGN MANUAL,ADM-2010 9)H16HLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFlC APPLICATION WHEN USMG THIS NOA TO APPLY FOR A PERMIT. ' �� p � � �AISISIDO-07/52-2010 A.L�'�l(� �y1F�`�.E. _ FL P.�#58705 _ �