Laserfiche WebLink
w ' x � ' I <br /> I I <br /> � <br /> I RECEI NNG CHANNEL ATTACNMENT <br /> $HEAR W�'J_L OPT10N I <br /> 1} 5/8' T111 W000 S/D/NG OVER VAPOR BARR/ER, OR (SEE PG. 4—D) , <br /> V/NYL OR ALUM. S/D/NG OVER (OSB OR COX) 7/i6"PLYWOOD (Typ,) 3'x4'x.024' COMPOSl7F R/DGE CAP � <br /> (NOTE: PLYWOOD W7THIN 8" OF f1N/SH GRADE MUST BE P.T.), ROOF PANELS (ATTACHED (INSTALL PER <br /> ATTACNED W/8d � 6%12" O.0 EDGES/lN7FRM. & � 3� O.C. PER PAGE 4—D) W/ PACE 4—D) <br /> T&B dc ALONG�ALL HEADERS & PLATFS (FOR SHEAR & UPLIFT) F/BERGLASS SH/NGLES PER <br /> R P A H RR. GLIP ASTM 3161 ATTACHED W/ <br /> 2) STORM BRACE 1 8" 77-IERMO PLY NA/LED PER SCREWS OR GLUE PER <br /> I MANUFACTURER SPECS (M/N. <br /> MFR S SPECS. �W17N X—PATTERN OF M.N. SIRAPP/NG, 2;�Z p�TCy� 2"x6 x O50' <br /> NA/LED W/(J)I8d AT EA. STUD OR PLATE SM.B. R/DGE <br /> QB SCREWED W�(1) ,{�10 SMS AT EA. MEMBER. BEAM � <br /> NO7E' SECURE ALUM/NUM PANS TO TOP PLA7F <br /> (A) ALL U71L/TY ROOM WALLS ARE CONS/DERED SHEAR WALLS, OF END WALL W/,}'10 S.M.S. � 12" D.C. <br /> EXCEPT 7HOS I ATTACHED TO THE HOST S7RUCTURE. 3' STRUC7iJRAL ALUM. <br /> ROOF SYSIEM (TYP.) <br /> (B) HURR/CANE CUP TOP & BOTTOM OF EACH WALL <br /> S7U0 �24' O C. (MAX.) DBL 2'x4' TOP PLA7F OR (1) �x4' (IF CONT.) <br /> US/NG S/MPSON H25 W/(10) 8d (OR EqUIVALENT FOR 400� <br /> UPUFT) 2'x4" WOOD S7UD � 16' O.C. (MAX.) <br /> (C) �f8x2' SCREWS MAY BE USED lN UEU OF 8d NA/LS <br /> (REQUIRED FOR METAL S7UDS) <br /> (D) USE 2x BLOCK/NG AT HORlZONTAL JOINTS FOR WALLS > 8' SEE SHEAR WALL OPAONS <br /> TALL. <br /> N07F• A,LL UALITY/SHED 1/4' 0 CONC. A.B. A 24' O.C. (1 1/4' M/N. EMBEO.) <br /> WINDOWS dc DOORS SHALL BE 2'x4'P.T. WOOD PLATE <br /> DESIGNED FOR 30 P.S F. /EXP. B' <br /> 42 P.S F. /EXP. 'C' <br /> , • , <br /> ' 2 :'� ;... <br /> �� ,. �• � <br /> NOTFS' I � :. : <br /> 1. 3—WALL U7/UTY SNfDS MAY BE ATTACHED DIRECRY TO HOST S7RUCTURE. J� ••�" •" •• •' <br /> 2. SECURE EN i WALL VERACAL S7UD TO NOST STRUC7URE W/�]Ox3' � 12' O.C. �g�� NEW 4� 2500 PSI CONC SLAB W/MONO. <br /> MlN. FOOTER OVER 6 MIL. VISQUEEN <br />, TYP. WINDOW f DOOR HEADER DETAIL <br /> SHALL BE LIMIIE� T0: 1—�j'S CONT(TYP.) <br /> — 3 1/2'MAX. WID7H W/(2) 2'x4"f�2 S Y.P. HEADER W/(1) <br /> W/(2) 12d INTO EA. END OF HEADERS AILED W/ 12d � 8- o.�. UTILITY ROOM DETAIL lw= . 77 <br /> (NON—HABITABLE STRUCTURE) N.T.S. ; <br /> � GENERAL NOTES <br /> J <br /> 3 1. 1/4'm CONC. A.B. INCLUDES: <br /> � I 2 X_ S.M.B. A. 1/4"0 x 2 1/4"DRIVE NAIL ANCHOR (EQUAL T0: INFJ—!T�DN1411). <br /> V C. 1/4'� x 2 1/4'A.B. (EQUA�UTO KWIKLBOLT) � <br /> � (2) EA. 1/4'A SIL. BOLTS OR I <br /> y (6) ,{�10 X 3/4' 7FKS EA. S/DE <br /> � <br /> � � N07ES• <br /> Z \ [2 1/8'REC. CHANNEL W/(6) EA. ,{10 SMS 1. 2500 PSI (M/N.) CONCRETE <br /> (2'MIN. EMBED.) INTO NOST STRUC7URE (WOOD) OVFR 6 MlL VISQUEEN <br /> � ORIG/NAL UNDISTURBED GROUND 2 (M/N.) (1) y5 CONT. REBAR <br /> 1/4'0 TAPCONS x 2 1/4' � 1 1/2' O.C., <br /> STAGGERED (MlN. OF 2 PER CONN.) f7N/SH GRADE 6x6-10/10 W.W.M. OR <br /> � <br /> 2'x2 x.050"ANGLE EA. S/DE OF BEAM FIBERMESH CONCREIF <br /> FASTE'NED SAME AS CHANNEL • •a } <br /> 'a G Q <br /> �12. o - .a . . • 4" NOM. <br /> BEA M TO WA L L M/N. . : � <br /> Z . � a <br /> N.T.S. 00 � �• ° � � � <br /> ��� ' . , �° `�iy�i51 ' <br /> FOR2XBAN02X9SMB(S)— . � <br /> ADD 50R MORE CONNECTORS ° •� a <br /> (SCREWS AND BOL 15), I�$" M I N.—�� <br /> FOR 2 X 10 SMB — <br /> ADD 100X MORE CONNECTORS. . - MONOLI THI C FOO TER <br /> \ N.T.S <br /> � - \� - VJ <br /> I � 1 � I DA ND NORRIS ENGINEERING <br /> � 1_ � � I \`I\ J 12 COLEMAN RD. <br /> � - WINTER HAVEN, FL 33880 <br /> � � (863) 299—f048 P.E. 32186 PC�. 2—A <br /> i C.A. 8283 <br /> i <br /> I , <br />