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TABLE 1.0 �w�' CNECNED Br: , GENERAI NOTES. 1�ULLION '�'z I. THESE uULL�OU SYSTEMS��E 9EEN iE51EU,ANa�YZED k aP�RWED FOR CENTERLINE (SINGLE HUNG TO SINGLE HUNG) R��y' �"�` DES�GN 7RE5SURE5 NOT TO E%CEED fHOSE$HO�MN IN 1HF. AILOwnBIE�ESIGN - ��/m PRESSURE TABLE(S). '�A' "B�� MAXIMUM _ L OPENmCS.BUCKINC&BUCKirvG FAS7ENER5 I�USt BE PROPER�Y DESiCNED MULLION MAXIN.UM LOAD ALLOWABLE i @ INSTALLED TO TRANSFER VlIND LOADS FR011 711E W�NWY!$AND THEIR 'NIDTH PRESSURE � $ MULL�ONS TO THE STRULNRE. �NDOW W�NDOW SPAN ��N.� (+/- PSF) }. MULliONS&P0.5iENFRS SHAII BE IN ACCOR04NCE WITH THESE DiLA�VINGS CENTERLINE CENTERLINE ��N'� m � k SHal1 NOT VaRY UNLE55 SPEGFlCJLLLY NENiIONED ON THE DFnwINCS. �1 , I SPECIFlEO ANLHOR EMBED TO 8lSE NATERinI SHALL BE BEYOND W/ll FlNISH OR SS 23.H _____ __________ __________ _________ ° STJCCO. r---- tt - -, JJ Z4� 4. THESE UUWON Sl'SfEMS HAVE BEEN DESIGNEO IN ACCORDnNCE WI1H nraD I I I I a °� NEEf THE REOUIREMENTS OF THE RORIDa BUILD�NL COOE(FBC)i0R NON-NICH � �II I 4� z�•9 - � i V�OGTY HURRIGNE ZONES(HVF12). I � I I � I SERIES 1 O � 5. THESE HUlU0N5 ARE NON-IMPALT RATED.OPEMNGS IN WHILH THESE � I�I I THERMASTAR JQ 43 30.4 a '� I MULLIONS ARE PL0.CED IAUST BE SHUifERED WRH A fLOR10A CODE APPROVE� 37 35.4 0 SHUTfER WM6tE REOUIRED BY CODE. � I �� I � SINGLE HUNG - � 6. ?1L lWOIOR$SECUWNG INWON TO PRESSURE 7RFATED BUIX$OR WOOD I �� WINDOW UNDER 3� 4z z � a FWJtING SH/LL BE CnPABLE OF RESISTiNG CORR090N UUSED B�'THE i I I � SEPERATE 27 48.5 � PRESSURE TREATING CNEUIGLS IN 7HE WOOD. I �I I 7. OEfERMINE THE POSRNE k NEW7NE OE9GN LOA05 TO USE WHEN � A1 I I I APPROVP,� 19 65.0 - REFERENGNG THESE�OCUMF11T5 IN ACCOROANCE WITH THE CA�ERNMG CODE O I 4 �I � Ml�GOVERNING WIND VELOL77Y. FOR WIND LW1U CALCUTATONS IN ACCORDANCE � $`J 29.3 � WITH THE FLORIDA Bl11LDING CODE A DIRECiIONAlJ7Y�PLTOR OF Nd=0.85 IMY � I �I� � S3 3D.M1 BE nPPL1E0 PER THE ASCE 7 STANOPRD. m i � i i � i 4� 3y..3 3 8. NO wINO OURATION FACTOR INCRFJSE IN ALLOWABLC SiRE55 H0.S BEEN USED M THE CQ27IFlGT10N OF 7HI5 PPODUCT. � � I I � 43 3�4 � 9. tJATERIALS,INCLUDWG BUT N0T L1A1(IED TO STEEL SCREY5.1HAT COUE INTO I I I I CONTAC'f WITH OTHER DISSIAIIIAR MATERIAlS SHALL M�f THE REOUIREMENTS OF W S4 3� 43.5 Z FLORIDA BURDING CODE CFiAPfER 20. N I I I I � '� 10.TO THE 86T OF OUR NNOWLEDGE.7NE uUWONS SHOWN HEREIN ARE I j I I j I �� 51'9 W Z U n OUAUN ASSURED BY A FlORIDA STATE APPROVED CERiiFlCATION/OA ENfITY& ¢ � �I� � z7 59'6 � �a n p� SHpLL 9E IABELID IN ACCOROANCE k71H 7NE FBC h�D THE 9N-3 FLORIDA - BUILAING CANNISSION SPECIFlCATIONS. THESE DRA�vINGS SHOW nlL APPLICABLE taii � �� 19 6S.O ~ U O w a �nauulrrE ura�rsis corvomoNS ns � I I � 55 47.1 a o o�'"' �ETERNMED THROUGN TFSiING&ENGINEEWNG RA7i0NAL ANAL �. p A55EMBLY SMALL BE IN ACCORDNICE vlffFi TH6E ORAWINGS,THE � I I I • MANUFMNRFR'S OUAUtt lSSURPNCE SPECIFl[ATIONS h TESTING REP�RfS. j I / ' I I / ' I 4� 45.1 C� S n"m n !! C3?IRG4ilON OF 7NESE NUWONS SNG[L BE CONSiDERED VOW iF THEY ARE � � !I I Z ,�o Y� p15TALLED YlrtHOIIf A BUM�1G PER4R FROU THE nPPLICaBLE LOUI BUILDWG � I I � 75 43 52.6 = �oo F �EPARIUEM OR IF THEY ARE INSTALLED BY a`C(ONE OTHER iHnN a UCENSED x , COMRACTOR E%PERIENCED W�N YnNDOW INSfAlUT10N5. ¢ � I�I I 39 SS.O �v � I � I I � I 37 61.1 �o W � ° � I I I 31 65.0 ?�� � i i I 53 52.8 �� 4UWON k ANLHOR EVPLUATION IS 80.5ED ON PPPLICABLE STPNDARDS PND/OR �� WFORNATION h RFSULTS FROM APPUCABIE TEST REPORfS. TME ROR��A � BUILOING COOE VERSI�N CONSIDERED WfiH TNE E�'�1lUAT10N W/S THAT IN I FOR "LOAD WIDTH", SEE TABLE.7.0 � 68 43 65.0 �n¢� FORCE AT THE TIME OF THE EVALUAl10N. IN THE E�ENT 0�CODE�ER40N I (LOaD WID'TH = (A+B)/2) � CFWJGES/UPDATFS OR IN THE E��ENf 1HAT NEV.'OR 0.DDR�ONAL TESiING IS I I S3 5�.9 �� CONPLEfm ON 7HE REF6tENLED PRODUCf.PRiOR i0 STAIING CODE I �� I 62 G] 6S.O (W � �� m CAMPLIANLE Nl11N TME STATE.THE NN'7UFACR1ftER SMPll.CONFlRU WIIH iHE � j �� j I � EVAIUATION ENGINEER OF RECORD 7FIAT 1ME INS�ALLATIONS SPEQFlED HERE-IN � �� 53 64.1 �� Zv i r Y ARE CURREM WITH iflE THFN CURRENT TESiING,COOE AND PPPUCABLE I I I p � � 52 65.0 �Z c� (nJ Z 'Z�n srnrionaos. �_ J rvorES. ¢¢ w¢ - -------- --------- _i -------- --------� - �T 1.92E vnLUES w inBlE ME+/-�/2- �U a�W. � � 2 THE LESSFR OF THE PRESSURE SHOWN IN THIS TABLE W� W � ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: � OR THE ALLOwABLE PRESSURE STATED IN THE�'�INDOwS xw Wz��r ALL ALTERNATE ANCHORS IN THEIR SPECIFlED SEE "MUWON END CUP ASSEMBLY& INDMDUAL PPPROVA�SHALL LONiROI AS PLLOWpBL£FOR F-> ¢J_�� SUBSTRATES HAVE BEEN ANALYZED �N ACCORDnNCE INSTALLATION DEfAILS' ON SHEEf 4 FOR CLIP r�E uuuFO uNR. y��om= ANCHOR REQUIREMENTS TYP_ AT HEAD EC SILL. 3.PRFSSURES FOR SIZE CONOITIONS BEIWEEN iNOSE ��rn m a WITH THEIR APPLICABLE STANDAR�(S) AND ARE FOUND � ) SHOWN IAAY BE INTERPOIATED. r z�� TO BE EOUIVALENT TO OR STRONGER THaN THE �CTERIOR ELE�/ATION; �3� ` a`JCHOR(S) USED IN TESTING WITH THIS PRODUCT SINGLE HUNG TO SIN6LE HUNG 3 �3'� SCALE. 3/4" = 1'-0" ;'� ': �d�j,��;�,' W (THERE IS NO UMIT ON THE NUMBER OF WINDOWS 1HAT MAY BE COMBINED ;�QF''�� "''=u�„",'� ^ ° HORIZONTALLY INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO •�,,Q -� ��;� o ° w� SUPPORT ALL LOADS TRANSFERED FROM THE WINDOWS & THEIR MULLIONS) _`f;;'� � ��:� Q U» - "�G -« U =S'.` �G- S :� G:'� � C7 �^Z ti:. 'iJ''3 n S=, .�. � = 3ei i �•3;� 7 `✓1� `„�d' V � � Y__ ' �i . :,��.i6 3 � �;1.✓...�'�Y; ' " ' oruvnNC r+a. rstv. 1612 A SNEEf NO. 1 oF 4