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LOCKING <br />FRAMING o <br />off.p 8° p4p <br />C <br />SINGLEa P /. gi p. REAM <br />e�Ia <br />I <br />_. -_.. <br />- L COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT <br />SPECIALLY CALLED OUT ON ARCHITECTUAL OR STRUCTURAL DRAWINGS. DEFFERED SUBMITTALS SHALL <br />INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS <br />SHALL BE INCLUDED IN THE SUBMITTAL. THE ARCHITECT OR CONTRACTOR SHALL FORWARD DEFFERED <br />SUBMITTALS TO THE BUILDING OFFICIAL WHERE REQUIRED. <br />( THE FOLLOWING BUILDING COMPONENTS SHALL BE DEFFERED SUBMITTALS FOR THIS PROJECT: <br />�— STRAP PER 2X STUDS 16 O.C. <br />f fPLAN rYR WT. BEARING WALL - METAL RAILING <br />OR SHEAR WALL <br />f / <br />PR. TR. SILL PLATE W1 A8. <br />4 " CONC. SLAB 0/ PER SWEAR WALE. SCHED. <br />r GRAIE'L FILL,. SEE 3•1,3"�0.229 PLATE WASHERS <br />SPECIAL INSPECTION AND STRUCTURAL OBSERVATION <br />PLANS FOR REINF. i" MIN EMBEDUENT <br />SPECIAL INSPECTION REQUIRED IN ACCORDANCE WITH THE 10 INTERNATIONAL <br />6 o--bM 9 BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS OF THE LOCAL JURISDICTION FOR THE FOLLOWING <br />STRUCTURAL ITEMS IN ACCORDANCE WITH SECT. 1704 <br />ITEM TYPE OF INSPECTION <br />® 1. CAST IN PLACE CONCRETE ...................PERIODIC <br />I 2. CONCRETE REINFORCEMENT ..............PERIODIC <br />HTU2mFR TPi�aS PPE�MF�� "fPU55Ea� "3: STRUCTURAL STEEL WELDING.............PERIODIC <br />MFP VERIFY HEI Li <br />HEI&HT z 3V2" i SEE PLAN 4. BOLTS INSTALLED IN CONCRETE ......... PERIODIC <br />SCALE. • I "— 1'—Q' 5. EPDXY EMBEDDED ANCHORS ........ ..... CONTINIOUS <br />1 6. NON SHRINK GROUTING .....................PERIODIC <br />l SECTIONS AND DETAILS <br />SECTIONS AND DETAILS SHOWING REINFORCING, BOLTS, FRAMING MEMBERS, AND CONNECTIONS ARE INTENDED <br />TO ILLUSTRATE SPECIFIC DETAIL. NO ATTEMPT HAS BEEN MADE TO SHOW ALL ELEMENTS PASSING THROUGH A <br />_.___._ _ TI�R� { a SPECIFIC SECTION OR DETAIL, EXPOSED BOLTED BEAM CONNECTIONS MAY HAVE BE FURRED BY THE <br />*ENGINEER OF RECORD TO REVIEW THE DEFERRED SUBMITTALS AND VERIFY CtOMFORMAN.CE WITH -fk CONTRACTOR TO CONCEAL CONNECTOR. CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE <br />CONSTRUCTION DOCUMENTS PER IBC 107.2.1,107.3.4,107.3.4.1 AND 107.4 4 DRAWINGS SHALL FOLLOW SIMILAR DETAILS OR SECTIONS OF THIS PROJECT AS APPROVED BY THE ENGINNER. <br />P I p c <br />STUD' %A/ " SPECIAL INSPRCTIONS ARE REQUIRED TO BE PERFORMED BY FABRICATORS UNLESS THEY ARE jj1Sp6(-7-0AlS SPECIAL INSPECTION <br />REGISTRATED AND APPROVED TO PERFORM WORK WITHOUT SPECIAL INSPECTION. STEEL MOMENT <br />AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR SHALL BE RETAINED BY THE OWNER FOLLOWING: <br />FRAME WELDINGS AND FABRICATING. <br />,�._... - _ .ALL <br />SPECIAL EXCAVATIONS AND RMP 13-40/1r C or— <br />CONCRETE REINFORCEMENT <br />KCAL' e REINK, CONCRETE PLACEMENTS <br />CONTINUOUS FULL TIME INSPECTION FOR ALL MASONRY CONSTRUCTION <br />CONSTRUCTION OBSERVATION <br />--- -. m THE CONTRACTOR SHALL NOTIFY T THE PROJECT ARCHITECT FOR OBSERVATION OF ROOF AND WALL SHEATHING, <br />1. `IE F REINF $H�i 04 I5 <br />a. NAILING, TRUSS BRACING, AND GABLE END WALL BRACING, AND REINFORCING PLACEMENTS. <br />Ja <br />RAWAPP'L IF N k :' <br />LAP PLIGE�a MALL REINF. Ia NOT I N' SUBMITTALS <br />PER 6ENFRAL PROPER LOOATION. <br />N OTE5 2. (�ORNEP 5,,NR5 ARE SAME SUBMIT FOLLOWING TO THE PROJECT MANAGER FOR REVIEW: - PRE <br />' { SIZE 4 5RACIN6 A5 P KEe ENGINEERED WOOD TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER <br />II t.............. ------ <br />, i�OPI . REINF. <br />!I a. STD HOOK MAY BE LICENSED IN THE STATE OF WASHINGTON <br />505TI BAR,; IiUTEIa ORCORNER- STRUCTURAL STEEL SHOP DRAWINGS <br />