T I I 2x6 OUTRIGGERS AT 24"0 C 2x SUBFASCIA BOUNDARY NAIL � ,I SOLID 2x BLOCKING / (4) 10d NAILS \ I (EA END OF BRACE) TOENAILS \ \ AT EACH OUTRIGGER (4)10d \ r SIMPSON H2.5A TIE � ROOF SHEATHING rr===9M-f=1===�===,=#,/=,;';r=cb�' f-- - - +AS¥- J ___--....j'-'1----//· ./ l • scrn,s /��, I� 2x BLOCKING AT DIAGONAL BRACE 2x4INFILL WALL STUDS AT 16" O.C. �, " ' 1/2 " OSB/PLYWOOD SHEATHING. FASTEN TO -----... "- 2x4AT 8'-0" OC. MAX. "'- 2x4BRACE AT 32 "O C SUPPORTS WITH 8d NAILS AT 6" O.C. AT BOUNDARY �, 1----- --l--1-- - ROOF TRUSS, SEE PLAN EDGES AND 12" O.C. AT INTERMEDIATE SUPPOPRTS EXTERIOR CLADDING AND CF LI NAI RS HI TEYS, SNEOETASRHCOHW. DNWF O R GS. f1\ WALL SECTION ""v 314• 1 ·-0 .. EXTERIOR CLADDING AND CF LI NAI RS HI TEYS, SNEOET ASRHCOHW. DNWF O R GS f3\ WALL SECTION � 3/4" 1 '-0 " / BOUNDARY NAILING �--......lJl::"es. fl : ,=-, _________ ____ ��, SIMPSON 5/8" DIA TITEN HD ---ttt:Lr-J � ANCHOR BOLT AT 24" O.C. WITH "----- DOUBLE 2X TOP PLATES, TYPICAL BP 5/8-2 PLATE WASHERS TOP AND BOT OF STUD WALL (EMBED 4.5 " INTO BLOCK) _ / BOND BEAM. IJ;1"4�r--- CMU WALL, SEE PLAN sEE PLAN AND SCHEDULE � � JOINT REINF., �J;::1r----VERTICAL WALL REINF., SEE PLAN AND SCHEDULE SEE PLAN AND SCHEDULE. 2x BLOCKING BTWN. TRUSSES, \ ATTACH TO TRUSSES WITH (3)10d TOE NAILS (5) 10dPTEOREBNLOAICLSK �� u v - ROOF SHEATHING - -'- BOUNDARY .� - ROOF TRUSS. SEE PLAN > $ TRUSS BRG. EL SEE PLAN - -�� � • __ I 1 � $ ������� G EL. 2x SUBFASCIA - 1: 1 � ES IAM PESNODNOHF 2T. 5RAU WS SI N( D1 ET AI E S- I2D E ) ./' BOND BEAM _,//'t; DOUBLE 2X TOP PLATE SEE PLAN AND SCHEDULE / rt-+a-a.-1 SIMPSON 5/8" DIA TITEN HD � , vi-�---- CMU WALL, SEE PLAN ANCHOR BOLT AT 24" O.C. WITH Pi=asl-cc¥l B( EPM5B/ 8E - D2 P4L. 5A " TI NE TWO ABSLHOECRKS) 11-f.t------ VERTICAL WALL REINF, ,,-·M---1"1 JOINT REINF, � v_, SEE PLAN AND SCHEDULE - V-� SEE PLAN AND SCHEDULE. NOTE: THE GENERAL CONTRACTOR SHALL REVIEW T (E H N E TRUSS MANUFACTURERS CALCULATIONS GINEERING DATA SHEETS) FOR UPLIFT RT REUA SCST I OA NNDS VAET REIAF YC HT HSAUTP PT HOER TT RAUT SESA C H CO OR NENX ECCETEODRTSH CE AULPL LEI DF TORUETAOCNT I POLNASNFSRMOEME T THE TRUSS MANUFACTURER • 1--( - - ,....:i ......l -< <t:: Nz --< ::s ..... u CLl � � ..... $ :r:: co >-" f-a µ., � � � 0 06 "" :;$ >-, � E-- :"i ...... u - u - �-VJ- - 0 REVISIONS - ':;. • ·-. STATE OF : • :.: _,,, ---0 •. Q:- - ":-}'o;; . 1 tvo,""'1>- ii,- ij c:: :: ,,_,<f'ssiO�iAL t.�G'\..:-..'' }(�;11� 04-04-2025 ffci'solutions ,tructural engineer, 8"\l'/,".,.,'l".'"" u:lJ il'�l&,'Jl ,,.,__.,.>IUII ,...:u:n-w,·= BID SET 2025 Midwestern Engineers. Inc. 302 We.st Broadwav Street P.O. Box 29.:'i , Loo'OOICC. Indiana 475.53 DATE APRIL 2025 DESIGN 6L rtcR 2024090-00 21 OF •, � FILE NUMBER 44635 Do Not Use Plan Previews for Take Off
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