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PEINEORCING 5TEEL <br />1 ALL REINFORCING STEEL SHALL CONFORM TO A5TM AG 15 GRADE GO (fy -- GO K51). <br />WELDED WIRE FABRIC SHALL CONFORM TO A5TM A I OG4 AND SHALL BE GxG W2. I /W2. 1 UNLESS OTHERWISE <br />NOTED. <br />2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS <br />ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAP5 AND/OR SPLICES SHALL BE <br />48 BAR DIA OR 2'-0" MINIMUM AND BE WELL STAGGERED. <br />LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. <br />3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 3 15 SHALL BE <br />REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. <br />4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE <br />CONCRETE 15 POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND <br />SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. <br />5. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE5 SPECIFICALLY 50 <br />DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. <br />R00E TRU55E5 <br />1, THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON <br />THE PLANS AND IN THE STRUCTURAL NOTES IN ACCORDANCE WITH THE "NATIONAL DE51GN STANDARD FOR <br />METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AN51 / TPI I . LOADS SHALL BE AS FOLLOWS: <br />TOP CHORD DEAD LOAD 10 P5F <br />TOP CHORD LIVE LOAD 25 PSF <br />BOTTOM CHORD DEAD LOAD 5 P5F <br />TOTAL LOAD 40 P5F <br />TOP CHORD WIND UPLIFT 10 P5F <br />WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES. CONCENTRATED MECHANICAL ROOF LOADS <br />SHALL BE INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. SHOP <br />DRAWINGS MUST BE RETAINED AT THE JOB 51TE AND AVAILABLE TO THE BUILDING INSPECTOR FOR <br />REFERENCE. THE TRUSS CALCULATION PACKAGE SHALL BE DE51GNED UNDER THE DIRECT 5UPEKV1510N OF A <br />PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL A55UME <br />ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS <br />PLACEMENT PLANS AND THE TRUSS DESIGN DRAWINGS. <br />2. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO <br />FABRICATION, DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A REGISTERED <br />PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS <br />THE TRUSSES ARE DESIGNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN <br />ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS, AND INSTALLATION SUGGESTIONS. <br />CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE TRUSSES TO PROVIDE AN OPPORTUNITY <br />FOR INSPECTION OF THE INSTALLATION. DE51GN AND PROVIDE BRIDGING BETWEEN THE TRUSSES, <br />CONTINUOUS LATERAL BRACING AND DIAGONAL BRACING PER TKU55 MANUFACTURER RECOMMENDATIONS. <br />SHOP DRAWINGS MAY CONTAIN THE MANUFACTURERS ENGINEERING RESPONSIBILITY LIMITATIONS. <br />HOWEVER, THEY SHALL MAKE NO STATEMENT AS TO THE ENGINEER OF RECORD RESPONSIBILITIES. <br />(2) 1 Gd SINKERS TO EACH <br />RAFTEP/TKU55. INSTALL SNUG IN <br />FRONT OF 2x4 POSTS TO PREVENT <br />SLIDING <br />TO RAFTER AND (2)1 Gd <br />TOENAILS TO ROOF <br />FRAMING <br />TYPICAL R001' OVERf RAMINGTAIL <br />5HEAKWALL SCHEDULE <br />NOMINAL MEMBER <br />SILL PLATE CONN. <br />MARK <br />SHEATHING NOMINAL <br />PANEL EDGE NAILING <br />51ZE AT ADJOINING <br />- - <br />TOP PLATE CONN <br />SHEAR CAPACITY, <br />THICKNESS <br />PANEL EDGES <br />PLF <br />AT CONCRETE <br />AT WOOD <br />5W 1 <br />1 5/32" ONE FACE <br />8d AT G" O.C. <br />2x - <br />5/6110 A.B. AT 48" <br />1 Gd AT 81' O.C. <br />LTP4/A35 AT 30" <br />230 <br />_ <br />_ <br />- — — O.C. <br />O.C. <br />- <br />1, SHEARWALL CRITERIA 15 BASED ON TABLE 4.3 OF 5PDW5 2015. <br />2. ALL EXTERIOR WALLS SHALL BE 5W I U.N.O. <br />3. ALL SHEATHING EDGES SHALL BE BACKED WITH 2x4 LAID FLAT. <br />4, NAIL PANELS TO INTERMEDIATE SUPPORTS W/ 8d (I Od FOR OPTIONAL <br />5W5) AT G" O.C. <br />5. REFER TO "WOOD FASTENERS" NOTES FOR NAILS SIZES. NAILS SHALL <br />NOT BE SPACED LESS THAN 3/8" FROM EDGE5 OF SHEATHING. <br />SHEATHING NAILS SHALL BE DRIVEN 50 THEIR HEADS ARE FLUSH WITH <br />SHEATHING, NOT COUNTERSUNK. <br />G .ALL 5HEARWALL SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF <br />ALL HOLDOWN P05T5 AND CORNERS, AND TO IN51DE EDGE OF FRAMING <br />AROUND OPENING. <br />7. TWO STUDS MINIMUM OR POST PER PLAN REQUIRED AT EACH END OF <br />5HEARWALL5 AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. <br />8. LTP4 FROM BOTTOM PLATE TO RIM JOIST PER 5W SCHEDULE CAN BE <br />USED IN LIEU OF BOTTOM PLATE NAILING, <br />9. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO <br />CONCRETE, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" <br />COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. <br />PROVIDE 3"x3"xO.229" PLATE WASHERS. THE PLATE WASHER SHALL <br />EXTEND TO WITHIN r2" OF THE EDGE OF THE BOTTOM PLATE ON THE <br />SHEATHED SIDE, FOR 5W5 AND 5WG, THE PLATE WASHERS MAY BE <br />STAGGERED, OK YOU CAN USE 4 /2 x4 X x 0.229" WASHER CENTERED <br />ON THE PLATE. <br />10. ANCHOR BOLTS AT (E)FOUNDATION SHALL BE SIMPSON "5ET-XP" w/ <br />G" MIN EMBEDMENT OR "TITEN HD" g"O x 8". <br />1. 51MP50N TITEN HD: <br />HEAVY DUTY CONCRETE ANCHORS SHALL BE INSTALLED INTO EXISTING CONCRETE IN CONFORMANCE TO ICC-E5 <br />AC 193, ACI 355.2 AND MANUFACTURER'S RECOMMENDATIONS. PROVIDE MINIMUM EMBEDMENT AND EDGE <br />DISTANCE; UNO. <br />2. SIMPSON STRONG BOLT-2: <br />EXPANSION WEDGE ANCHORS SHALL BE INSTALLED INTO EXISTING CONCRETE IN CONFORMANCE TO ICC-E5 <br />E5R-3037 AND MANUFACTURER'S RECOMMENDATIONS. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. <br />3. 51MF50N "SET-XP" _EPDXY ANCHORS: <br />EPDXY GROUTED ALL THREADED RODS AND REINFORCING BAR5 SHALT_ BE INSTALLED INTO EXISTING CONCRETE IN <br />CONFORMANCE TO ICC-E5 E5K-2508 AND MANUFACTURER'S RECOMMENDATIONS. ATKS SHALL CONFORM TO <br />ASTM A307. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. <br />5 2xG RIDGE BOARD <br />x4 BLOCKING w/ I Gd <br />,INKER5 AT G" O.C. TO <br />,LEEPER BELOW <br />TYPICAL ABDPEVIATION5 <br />0 DIAMETER -- <br />A.B: ANCHOR BOLT <br />ABV <br />ABOVE <br />AT <br />ALL THREADED ROD <br />B <br />_ BLKG <br />BRG <br />CONN <br />BOTTOM <br />BLOCKING <br />BEARING <br />CONNECTION <br />CONT <br />CONTINUOUS <br />DBL <br />DOUBLE <br />- DP <br />DEPTH, DEEP <br />D.S. <br />D.T. <br />DRAG STRUT_ <br />DRAG TRUSS <br />(E) <br />EA <br />FOR <br />EXISTING <br />EACH <br />ENGINEER OF RECORD <br />EXT <br />EXTERIOR <br />FTG <br />FOOTING <br />GALV_ <br />GALVANIZED <br />GL_ <br />GLUE LAMINATED TIMBER <br />GC <br />GENERAL CONTRACTOR <br />G.T. <br />GIRDER TRUSS <br />GWB <br />GYPSUM WALLBOARD <br />HD <br />HOLDOWN <br />HDG <br />HDK <br />NOT -DIP GALVANIZED <br />HEADER <br />IBC <br />INTERNATIONAL BUILDING CODE <br />INT <br />INTERIOR <br />L <br />LENGTH or LONG <br />L5L <br />LAMINATED STRAND LUMBER <br />LVL <br />LAMINATED VENEER LUMBER <br />MFR <br />(N) <br />O.C. <br />MANUFACTURED, MANUFACTURER <br />N EW <br />ON CENTER <br />PL <br />PLATE <br />P5L <br />PARALLEL STRAND LUMBER <br />PT <br />PRESSURE TREATED LUMBER <br />REF <br />REFERENCE <br />55 <br />5TAI N LE5 5 STEEL <br />5W <br />SHEAKWALL - <br />T <br />TYP <br />TOP <br />TYPICAL <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />VERTICAL <br />___VERT <br />V/R <br />VEKI FY / REPLACE WITH <br />SNUG IN FRONT OF P05T AS <br />SHOWN <br />SECTION A <br />VERFRAMING <br />�FTER5 <br />15 <br />O <br />F <br />Co 4_1 <br />w <br />R/ <br />w <br />0 <br />Lu <br />(n <br />o Q <br />r"N < <br />U :�i <br />L® <br />LLJ <br />L <br />Lu <br />,wo <br />61 <br />y �S„ t <br />7{y `' <br />ter" <br />EXR 07/17/2022 <br />DATE: <br />/ / 2 1 <br />PROJECT #: <br />I® <br />GENE AL <br />5TRUCTURAL <br />N TE5 <br />(CONT) <br />3Gx24 (Arch D) <br />