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R �R <br /> 73' 1.IA%- FRAAIE wIDTH I70` MAX FRAME WID7H �""' �"'' <br /> 12 i2. "• ,inw <br /> 6" t�nX. t2" Mnx. O.C. t2" Mnx. O.C. 6' �a7c 6" nv+X. MnX. 12" Mn7(. O.C. �. W g1° <br /> O.0 O.C. � s s <br /> A1 5�' 4- 4� 5 A2 � A1 5 4� 4� 5 qQ 5 4" 4� 5' A1 6� NAX m � € <br /> 2 2 2 2 2 <br /> - ---- - -- - - -- <br /> 6" unx. i I � �- - - - - --- -- --- - - - -i 6_ � & � „ <br /> � ; j X / � I I / ^ / � i j X � —r � � � <br /> FfLUtE SCREwS WHERE I FRaME SCREWS I I � � - <br /> � SHOWN. SEE 'FRAME I }} �/a uax D.L.O. I � wHERE SHOwN. SEE � g� ��p^ � <br /> � ANCHOR REOUIREMENTS , � � 'FRAME ANCHOR AIAIC. D.L.O. � � � � <br /> � TABLE� ON THIS SHE� � REOUiREA�ENTS L481E� I � _ � _ <br /> = I FOR REOUIREMENTS. � o = ' ON THIS SHEET FOR <br /> � REQUIREMENTS. � I <br /> � B Ct D o �.+ B Ct o Ct g <br /> �a 2 � 2 � 2 � X � 2 � 2 x 2 Z � <br /> � C2 INSTALI,ATION CLIPS � 4 a INSTALLATION CUPS ppppg� I <br /> x � 2 wHERE SNOwN. SEE � _ x � � wHERE SHOwri. SEE �E ( -+ <br /> � - � - I "FRAIAE ANCHOR � � � � - - I N "FRAME ANCHOR ( ,� 1 z Z c�'i h <br /> N �� REQUIREIAENTS TABLE� r, �� REQU�REMENTS TABtE' N °�g�c, <br /> �o I ON THIS SHEET FOR I � I ON TH�S SHEET FOR » a <br /> 0 <br /> 16 MAX � LOP� REQUIREMENTS. (CLIPS I � �aK REOUIREMENTS. (CUPS �oa � 16- � = o Z a° <br /> O.C. � � upY ALSO BE USEO � � � �Y NSO BE USEO I I 0 C o o�'�'' <br /> � � AT NEqp IN UEU OF � � AT HFAD IN LIEU OF � W c�a�'? <br /> � FRAIAE SCREWS) �j � FRAME SCREWS) / � � � � W oo�� <br /> 6;tiwx. I I I � <br /> � 6' MAX. � a c°v w <br /> N � <br /> U <br /> 9 9 � Y <br /> wsutuna+ 3-3" 3"3" a+srKUna� 3"3" � � <br /> • � LUP Z <br /> a" MAX. 15" MaX. O.C. 15" Mn7c. O.0 4" Mnx, s' wW7c. 1�' tiu7c O.0 15' MAX. O.C. 15 MAX. O.C. 4' MAX. Z <br /> EXTERtOR ELEVATION: EXTERIOR ELEVATION: �� Z� <br /> XO OR OX WINDOW XOX WINDOW ZO �`O � <br /> SCALE. 3/4 = t�-0" SCAIE. 3/4' = t'-0" o? i�c^' <br /> COfi�tER CONSTRUCiION: -3 c� � " <br /> Z<zGn' <br /> F�Ij',MEMBERS�RE YIE1tED k Fl1l1Y v�ElDEO. y C� y� <br /> �;uo.eERS.�+E wrEAEO x cuir w¢DEO. GfNERAL NOTES: W o ����� <br /> ALLOWABLE DESIGN PRESSURE �_ g <br /> WJ WCjuo� <br /> EVµWiqN 0�'hC5 P(t00lICT 6&15ID ON aPP W�BIE Sf�S�w0/OR t. n�FSE w�00w S57E�.5 raK BEEN 7EFE0.�w�IrZED Q MPROV;p fOR OESGn PRESSURES r+0i TO �y �Z�d� <br /> rcaoRU.non t n�rs Fxou�av��ra��roars. n�c noaw eu�nuz I (XO OR OX UN(TS & XOX UN(TS) oec�m n+osE saown N n�e'�uow�e�oesca vaESwrs�r�(5). `�'-_ <br /> COOE�ERSION COMSID�•R£D M7M 1115 EV�LW710N WAS TW�T IN f'ONCE A7 7iE lME C-_- 2 OPEtANGS.BUCJC�NC k BUCqNG FA5IENERS W5�BE PROPERLY 06�f'.NED h M�S10lLE0 TO TRANSFER 2 J+� u <br /> i ALLOwABLE PRESSURE �^��ro n�sraucruae. �c>>,�� <br /> OF TNE E�'�LWMIN IN lllE E�ENf OF CODE�/ER90N C7MNGE5/IRW1E5 OR IN ]. ALL WIROWME k F+ISTENERS SM1UL BE N/nCCORDW�CE WfIH 11ESE ORAWUIGS k SMALL NOT V/RY ��Z,',�° <br /> 1ME E�rtMT TW�T HEW OR MWIqW1L 1ESN+G b COAIPLETED p+TNS PROOULT. MAX WINDOW FRAME umE55 SaEQFlC�1LLr YENTqNED Or+rNE OtUwuKS S�ECiFlEO a1d�0a Eu8E0 TO BASE w1ERUt 4uu � <br /> pwoe t0 Si�nxc COOE Wuv�unCE wm+n+E Sr�tE,n�E wma�Cn�E7t Sw�� POSITIVE NECATIVE ;O e <br /> SlZE IN 6e etYav w�u Flws+at snxco. v <br /> co�ur�w�n�n�E Evkwnon Encr�a aECaan nur EvExrnanc vECC�u PSf PSF f. 7MESE W!lDOW M�EN$HAY`'BEEN OE9CNEC M IC�OPMCE Mi}f l.�1D YEET TNE REWRtENENiS OF � ',° 'Q� � <br /> �-w s cuaae�n wm+.0 cunaa+r tem�+c.coo�s�rro ra�� ( ) ( ) <br /> srx+w�ms iHE RIXHM BtntD�dG COOE(F9C)�r+nuar+c iuc4 veam�+una�cv+�za+ES trnmz). � ,�?�._ ._.��� 3•f <br /> � �-, <br /> XO OR OX UNfTS s n�wwons u�uoN-wa.cr ru�n r wnr ee swnEnm wm��aoa�a woe,waa��o ; 4,. e <br /> a�73 X 62 30 30 sMmEn vmp�a¢uus�n ar moE. `�. b h �:�-. <br /> FRAfAE ANCHOR REOUIREalENTS TABLE e. �u�wcwo�a sECUawc w�HOOw nuue ro raesswE�nhn euas a+w000 cwwnc sau eE=c.;;? �"� ��,;� ` <br /> - � <br /> avenwc r�ve m�/aF/rox�x to wu»�w wxiwiu � m 73 X 50 � 37 � 49 � vane�c av rtESSrwc coAaosan uuisEO er n¢rr�sx�mE�ta+c c�rtwcxs n n�e�000. �ti:°cr � � z� �„ <br /> z oEm+wr4 n�aosrm�e��c�rne oaia+was ro use wF+�r+ ��ax n�s�ooa�rm�'a`' �` '�Q�� ^ <br /> (we4RA7E) oPE�c v/S�En 7YPE Euem EDCE asr. 1073 X 38 37 a9 .rmwrwr w�,w,uc��wcsuwr.mnc.un rnucw.r a.nn univ„v n.o w..�,..,��...........r-. r' .. � �_ S�t ° � `y' <br /> _. .. .._....:.....' '_'"... . ...._'_��.�...�..� " <br /> (�) FRAME SCREWS k IN5TALLATION CUP SCREWS XOX UN(TS s+�ccarou+cE wiTM TxE Ftnwa e�re.ar�c cooE��crnruutt v�cron ov ua=0.85 WY 8E ' � P C.:�� �I � „o <br /> .17({M1�OU fRNAE OR BUCK APPIIFD PER iME ASCE-)$TAN6N0. �.. •�. (r . 4 ry� _ <br /> rm. io sus on n000 sea�w , i/�- 3/a m�t0 X 62 30 30 a. w�m�s.wauaere eur nor�nmm ro s�ses�ws.nar eo�rao eonrner wm�m�trc Gi . •,Fv <br /> (ww.at 3 a c=o.ss) -�Ei 4 �. W � �` sW <br /> �t t0 X 50 31 a: rns4wM wn�uis sruu r�r n��+�s ac Fl.oan�eucorrc caoE cwwra+zo. ,p:'- --'�' �. � <br /> um ,e u�Ks u�rK snro w.io ai s snr r�v/onu scaEw cui �/z- s.To nE etsr oa ooa iv+ow�ce.�wc+oows sNOwn xo�u�awrv�,aco ev•�,, ���c��`* � a <br /> wr.. ,/e-nuc r3s srm w.io cR.s sEU uv/oau scr�w `vu �/Y +�STEEL REINFORCEMENT ON 80TH MEEtiNG surc.r�noroo cErm�c�Aiw�+/a o+mr�sw�u,ec ue¢�p N nccaaow¢E wm�n�[vgc,,,,p n,� x.- • � <br /> 4M. 'TMC 606J-75�WN. 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