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GENERAt.NOTES: <br /> 1 J THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEp TO COMPLY <br /> WITt{TltE FtQRIDA BU{L6SMCa Ct}F}E FOR THE 6EStGN PRE8SUF2ES L]STED 7N 6e M�' 3"MAX. <br /> THEAPPLICABLEPRODUCTTES7REPORTS. 3"MAX.—� � Q,C, � <br /> 2)WOOD BUCKS DEPICTED AS 2X ARE 9-1l2'THICK OR GREA7ER <br /> A7TACHMENT t�3ETHdD 4F WOCtO SUCKS S!�}ALL BE 04NE 6Y 07HERS. <br /> 3)SEE TABLE 7 FOR MINIMUM EDGE DISTANCE FRqM CENTER pF ANCHOR � � � <br /> TO SUBSTRATE EpGE(EXCLUDING FINISH OR STUCCO). � �� <br /> Q}AtSCNORS SNAtL BE COA7ED OR CORROSION RE'SI57ANT AS <br /> APPROPRIATE FOR SUBSTRA7`E MATERIAL.DISSIMILAR MAIERIALS SHAI.L BE <br /> PROTEC7ED AS REQU�RED TO PREVENT RFJ�CTIONS.ALUMINUM SHAU.BE 84� 6°MAX,O.C. �`—��� <br /> PROTEGTED FROM DISSIMiLAft MA7ERtA�S AS SPECiFtED!N THE FL6RIDA MAX. <br /> $lt1LDtNG CODE. $UCK � <br /> OPT.� SHIM <br /> 5)ADNESIVE SEALAN7 SHALL BE USED BET4VEEN SU6STRATE AND FLANGE J-CHANNEL <br /> qR FIN.OVERALL SEALINGtFiASNlNC�S7RAT£6Y FCMR WA7E}?l2ESiSTANCE f FILl.Eft <br /> QF 1NSTAE.LA7ION SHALt 8E DC1NE BY p7HERS. � � <br /> 6)MATERIALS USED FOR ANCHOR EVAL.UA710NS WERE SOU7HERN PINE. EXiERIQR BS TE ! <br /> GLPZlNG COMPLIES WITH ASTtv1 E43¢0. <br /> 7)THE 1!3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. <br /> THE 1.8 LOAD DURA714N FACTOR WAS USED FOR THE EVALUATION OF —48"MAX.BUCK <br /> ANCHORS. <br /> EQUAL-UTE STYtE <br /> INSTALLATION NOTES: <br /> 1)SILL DETAILS SHpWN,BUT Al,SO APPLY 70 JAMB$AND HEAp. GIUALIFIED CONFIGURqTIONS: <br /> 2)SEE TAB�E FOR ANCH4RAC�E,SUBSTRATE AHD SPACIHG REQUtREMENTS. {U3E SAME AAiGHOR SPAClSJ�AS EQUAL-tJTE} <br /> 3}MAX,SNIM THICKRlESS 70 881t4'. <br /> TABLE 1: 48"MA?C. 48"MAX.--«^� 132'MAX.{TR{PLE} � <br /> 1/2'x 1... W� _ � <br /> ypa Substrate M'to.Edge Min. <br /> Dist. Embedment � 96'MJtX.(QOUBLE} <br /> Rookne Nafl od(Sauthem Pine) 3/8' 1.7l16^ � � <br /> Wood{Sooihem Pine} 711G" 1�'18^ �/! <br /> �/// f <br /> #10 Panhead Steel Stud Gr 33 3IB" .045(18 t;A) gq^ 4 84� ' 1 f � � <br /> SMS or#8 ,q�uminumE06&T5 3l8" 1!6' MAX r <br /> 7nissheed Screxr MAX 74" Q / � <br /> St����s �� ,l� l �� � � , <br /> NOTE:FORALLMETALSl1B91AATES,SGI�WEMBEDMENT5MALL9EMIN.J7HREA05 / /, � � / / � <br /> BEYOND INSIpE FACE OF Mq7ERIAL // / � <br /> I / <br /> I ° <br /> TABLE 2: - � <br /> G4TTAGE STYLE ORIEL STriE ALL STYLES AND COMBINATIpNS QUAI.IFIED ! <br /> Sash Sty(e ��ndows Sfze Design Pressure Requtred CertlOcation (CdNTINUOUS HEAD&SILL) i <br /> perUnii Width Height {+jpsf (-}psf 8einforcement Number Test# � <br /> 36" 7A" SQ 5p Full �`�'�'. 79777 <br /> Equal Qys <br /> 2 <br /> Ute, 196�-046,441. .:�i:+�s!`;, ( <br /> O�fel,or �tl �4" 35 35 FW! �z 79777 \ `n'��++_'�'P1,�1«`. �.r �ar o.r: eurwt nexvaunwocscrvad��mvnu�w � <br /> �`r`i:", '(o �i J.ROSOWSKI 00/10112 RIGID RVC "��°V°°'E��'°�°E"�'�""+'�? ' <br /> Cotiage 2 56" 7A" 35 35 Fup 190-446,A4%. '.�,,'*, �,��E'rlS�- i.o .� �mu.rixts,vocavsva�ca+namu_ <br /> wneer. om.: w� .vaarttrrr�rnnr.norom�avornae <br /> 3 132" 74" 35 35 Fvli ,� 79777 : 'r: . ����� � � <br /> fqual tite 1 $6" &i" .50 50 Full ]9p.d70 471 SSSS9 _ 3� `\G.�:`c��i�:J . ' �������7� <br /> or Orlel q8" &1° 35 35 F��� 190�468,469 &5559 – � �� � <br /> 36" 63" 50 50 MROttI 19tYTT9 6402 % � '• � (b�(���� �070TECHNRlOOYDRNE <br /> EquattSte 1 42° &t" 50 50 Fui! igp.492 85559 '�_3�'., r�•��': :� ?'r� HOKOMIS.F�3C275 � . <br /> - , � �.:, FtCERT.OFAUTH.:29296 S(NGLE HUNG 1NSTALLATION <br /> ..;v�;�;,.^ •,,r�.,; <br /> 44" 6d" 35 35 MR Onl 190.778 6396 '.,�`t��,r�. • A,Lynn Miller,P.E. �"''�O"G' � �T^*�' �c� aw: <br /> '�r,'t.rtill?��.���' P.Et158705 SH-21�0 NTS 1 0! 1 1q31116JR . <br /> 6 <br /> ._ __--_ _ —_ _ ___ — ..... • <br />