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� , ortnvm ar: cnrcKco er: <br /> W0.LL NWS <br /> PILT: MTL <br /> .16 OlfOSff{ <br /> 4$" �a�vc. �nanE wiorti <br /> Ai a <br /> 4 <br /> FOR }AAX. 4VERA(1 FRAFhE WtDTN, SEE SIDE-BY-SlDE WINDdW � <br /> SIZEJPRESSURE 7ABLE ON THIS SHEEf <br /> , 2„ Z„ CLUSTER FIN FASTENER <br /> A1 / SCREWS AT MULIIQN ENOS � <br /> - 4 SUCH TNAT THER£ARE A Q <br /> j ' 2° TOTAL OF 3 POSfTIONED AS <br /> SHOWN. SEE "FRAME <br /> �� �� ANCHOR ftE4UiREMENTS � <br /> � %/ %1 TABIE" ON SHEEi i FOR <br /> I <br /> -CLUSTER FIN FA57ENER SCREWS AT MULLION • j SCREW REQUIREMENTS. <br /> � ENDS SUCH THAT THERE ARE A TO7Al. OF 3 � (NOTE THAT ROOfING NAIL5 � <br /> � w �, ARE NOT APPIICA$lE AT <br /> ,,,� P6SITIdNE6 AS SHQWN. SEE "FRAME ANCNOR x <br /> LL, MUlUON END CCUSTERS} <br /> N� REOUIREMENTS TABLE" ON SHEET 1 FOR w <br /> ��,� C1 SCREW REQUIRE�AENTS. (NO7E THAT ROOFING a CLUSTER FIN FASTENERS <br /> �N� g v NAILS ARE NO7 APPLICABLE AT MUL�ION END � �� AT MEE(!NG RAIL ENDS z� a <br /> _�n N �� E CL[1STERS _ 2�� SUCH 1NAT Tt�ERE ARE A �w^a <br /> �- . // )j j . � 5 � � � TOTAL OF 5 POSI710NED AS o �a'�o 0 <br /> -_...... � <br /> ��o '// � � � `� ' ''' ' 2� ANCH4R REQU RE�fENTS 3 �Z a� <br /> '�o-w' , ,/FlN FASTENER WITHIN 2" OF CORNERS 8c CLUSTER FW FASTENERS AT . � � Y .� TAB�E" ON SNEEC t F4R � ��5� <br /> �in¢ MEETING RAIL ENDS SUCH THAT � REQUIREMENTS. � �o w��, <br /> ti 4 1 2" MAX. O.C. WMEN JOB REQUIRED DESIGN �ERE ARE A TOTAI. OF 5 `r � °- <br /> PRESSURE IS OVER +/-35 PSF; 4" MAX. Q.C. • POSt110NED AS SNOWN. SEE � <br /> �r m <br /> � 4 � <br /> om ( <br /> ",;, WNEN J6B REQUIR£Q DES1Gtd PRESSURE lS +j-3S RN FA5TENfR W(TNiN 2" z <br /> "FRAMf ANCttOR ftEQU1REMENTS a � <br /> PSF OR LESS. SEE "FRAME ANCHOR REqUIREMENTS OF CORNERS & z w <br /> � TA6LE" ON SNEET 1 FOR <br /> TA6LE" ON SNEEf 1 FOR REQUIREMEN7S. REqUIREMENTS. B7 9" MAX. O.C. SEE �FRAME c� � <br /> j // ¢ // ANGHOR RE4U3REMENTS � � � � <br /> • /� ��� ' TABLE" ON SHEE7 i F6R = <br /> ' B� REQUIREMENTS � <br /> ' ' '.- .. .:. . . . . :". . . ......... . . . . . . . . . . . . . . .• • q /� • � <br /> // � <br /> • � tz c�o <br /> 2 m <br /> EXTERIOR ELEVATION: Q Z ����� <br /> SIDE—BY—SlDE WINDOW � z �=�x <br /> SCA�E: 3j4,� = i•_o,. EXTERIOR ELEVAT30P2; � wd� '� <br /> (NAIL FIN MOUNT CQNDITION) SINGLE WINdOW WITH TRANSOM W ����� <br /> SCALE 3/4" = 1'-0" rn W?��� <br /> �-$_.. <br /> A��flWAB�E SIDE—SY—SIDE (NAIL FIN MOUNT CQNDITION} CN ��Z n�g <br /> - WINQOW .�IZE/PRESSURE - ;3S a <br /> 7A6LE ALI�OWABLE QESIGN PRESSURE <br /> MhXiMUki MAXIMUM AL�O'NABtE {TRANSQM llN1TS ONLY} `��tt4iblld)�l�i u�� <br /> OVERALL FRAME PRESSURE + -35 PSF ti�� ER ��� �� �' <br /> fRAME NEIGHT (+�- PSF) - a����;•�'��".��/�/w _ ,� � <br /> WlDTH DIMENSION � �'� ' � <br /> a��s��s�aa� (ir�.} �o�:;��v c� LL�;,�,�,' o <br /> (iN.) �V'Ew �-fc �-..`O' °-s;ti.�C U �x <br /> �oa TRIPLS3WINDOW3� "' �y�?zo �e°�o` � � za <br /> DOUBI�E WINDOI^f '��d"6y'••.....••��`'; � <br /> F . <br /> �6 72 35 �'��ri;lt��P���,` ORAWING NO. REV. <br /> 72 ss �Jz so 1867 A <br /> SHEEf N6. <br /> 2 oF 5 <br /> i. . <br />