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- � -- _. <br /> , �. .-- - <br /> q STEEL ST�i� NAIL FIN <br /> �. .... .- __ — - -- � - �—ST6EL Sruu <br /> i <br /> I 4ki" Mnx. <br /> —(� (NCTL 210 3656-1A) <br /> � t 4 3 8° FROM �� y 1 � L 3 Threon � _ <br /> / CORNERS Mlzt 7t,rn�.yr, <br /> ( O.C. MAX.-�� � _ . + St�,a � -- ---------� <br /> +d ( <br /> ! � " <br /> 3 T���end MIN. <br /> i �_ __ i Thr:,•�gh S'kud--+-�-» <br /> I �ifi`MAX <br /> � 7� 1 SHM <br /> p,� �\ sPacE STE E�S7UD 1/q' SHIM <br /> MAX. ! � �''� S?ACE MAX <br /> �, �°AVr°� I <br /> X DOV CORMNG � <br /> g GLA2ING DCTq�L�199 SILYCQDE <br /> � TYPICAL VERTICAL (� <br /> FRRME SECTI�N `y�\ <br /> "' NOTEi Caulk between � <br /> cy_a unit and openinp, aN Enc� <br /> � ais�vr <br /> 4DV CORMING � <br /> 3� : �=id,,,, I199 SILICONE �� <br /> # : j aess�„�mc <br /> . i <br /> : �-- .� TYPICAL H❑RIZ❑NTAL <br /> � eu�ir,�nsTAn FRtiME SECTIflN <br /> ' a�y� NO7E�Cnutk hetaeen untt und opening. <br /> SHIM - <br /> �SPACE .... <br /> V_"^'- <br /> WINdOW WIDtH {STJfi• M,�c.} � � � 5�C1/" X 7�u +501-50 N❑ <br /> 4 <br /> TYPICAL ELEVA7T❑N WITH FASTENERS 3 "�la aa MIN. <br /> STEEL STUD <br /> General Notes:� �f�stall�t�td�o't�s: -- <br /> • The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate. <br /> campEy with the wind load criteria of#he adopted Internationai Suilding �� Use #10 sheet metai screw or greater fasteners through#he frame with <br /> Code (IBC), the International Residential Code ((RC), the Flarida Building sufficient length to penetrate a minimum af three(3)threads beyond <br /> Code including the "High Velacity Hurricane Zone" (HVH� and the metal substrate(Min. 18 Ga., Fy = 33 ksi). <br /> industry standarci requirements for the stated concfitians. 3• Host structure{woad buck, stud framing and apening)to be designed <br /> • All glazing shall conform to ASTM E130Q. and anchored to properly transfer all loads to the structure The host <br /> • Mirtimum naminaE glazing:3/y�'manolithic ar 1/8"insulated. st�ucture is the responsibility of the architect or engineer of record for the <br /> ! installation methods may be interchanged within the same opening. praject af installation. <br /> • An impact protective system is required where wind borne debris �• Fasteners are not required though the sill. <br /> rotection is re uired b local buildin cade. 5. Window includes a siip on alumi�um 6063-T5 nail fin <br /> P a Y J � t!t 1 t� (tYP.���I thicknes� <br /> • Ma�cimum sizes are buck/net sizes and do nat include fir���b} g ��i�� 050"). Nail Fin extends approxirnately 1.258" away from frame. <br /> This schedule addresses only the fasteners required to anchor the praduct to �� �� PRO,FCrEHaN�R; oA-r�: <br /> achieve fhe rated design pressure and impacf performance(where applicable}up ��� .••''��� �� ,�,AO "" Te�'�� _ �.J2512��d fEL�lr''�i1�EN 3737 Lakeport 8oulevard <br /> \ i , wri sv: scA���"""' Klamath Falls,OR 97601 <br /> to the size limitations noted. It is not intended as a guide to the installation� Z ;'\, ��-c� (541)882-3451 <br /> process and does not address the seaEing cansideratio�that may arise in differen� 7 _ <br /> '- CFiGCKED BY: 7ITLE: <br /> wafl canditions. For the complete instaflation procedure, see the instruction� 7k . _` <br /> packaged with the window or go to www.jeld-wen.comlresourceslinstallation. � "o . T T A�aovEO ev: Builder's Aluminum {41q0)Single Hung <br /> ' � �O �' � . P�•�� <v� `' Steel Stud with Naii Fm I n s t a(i a t i o n(5 2.1 2 5"x 7 2.00"} <br /> T h i s d r a w i n g a n d i t s c a n t e n t s a r e c o n f i d e n t i a l a n tl a r e n o t t o b e r e p r o d u c e d o r � �,`(���, ,�e .�� R T/P R O J E C T N O.: <br /> I l' ILOI�JG171��INC. � �� <br /> copied in whole or in gart or used or disclosed to others except as authorized by f13��N B 3�i.�j9`�t� IDENTIFIER No. PLANT NAME AND�OCATION: CAQ DWG.No.: RE�t: SHEEF <br /> .JELD-WEN,(ne. ��c�a� oApa �4 �s�e M Y 4 4 0 9 9 V e n i c e W i n d o w D i v ision BA4100_NCTL210•3656•A �1 � Q f �,�, <br />�_ _ <br />