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REINf°ORCING 5TEEL
<br />I . ALL REINFORCING STEEL SMALL CONFORM TO ASTM AG 15 GRADE 60 (fy ® 60 K51).
<br />WELDED WIRE FABRIC SMALL CONFORM TO A5TM Al OG4 AND SMALL BE Gx6 W2. I /W2, 1 UNLE55 OTHERWISE
<br />NOTED.
<br />2. ALL REINFORCING STEEL SMALL 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 SMALL 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 51DE5 AND ENDS.
<br />3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 3 15 SMALL 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 SMALL BE FIELD BENT UNLE5 SPECIFICALLY 50
<br />DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
<br />P.00E TRU55E5
<br />1. THE TRUSSES SMALL 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 TRU55 CONSTRUCTION" ANSI / TPI 1. LOADS SMALL BE AS FOLLOWS:
<br />TOP CHORD DEAD LOAD 10 P5F
<br />TOP CHORD LIVE LOAD 25 P5F
<br />BOTTOM CHORD DEAD LOAD 5 P5F
<br />TOTAL LOAD 40 P5F
<br />TOP CHORD WIND UPLIFT 10 P5F
<br />WOOD TRUSSES SMALL UTILIZE APPROVED CONNECTOR PLATES. CONCENTRATED MECHANICAL ROOF LOAD5
<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 TRU55 CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT 5UFERV15ION OF A
<br />PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRU55 ENGINEER SHALL A55UME
<br />ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRU55
<br />PLACEMENT PLANS AND THE TRU55 DESIGN DRAWINGS.
<br />2, SHOP DRAWINGS AND CALCULATIONS SMALL 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 SMALL 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 TRU55 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 />1. 51MF50N 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, 51MP50N 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 IS REQUIRED
<br />3. 5IMP50N "SET-XP" EPDXY ANCHORS:
<br />EPDXY GROUTED ALL THREADED RODS AND REINFORCING BARS SHALL BE INSTALLED INTO EXISTING CONCRETE IN
<br />CONFORMANCE TO ICC-ES ESK-2508 AND MANUFACTURER'S RECOMMENDATIONS. ATK5 SHALL CONFORM TO
<br />A5TM A307. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED.
<br />5HEARWALL SCHEDULE
<br />SHEATHING NOMINAL
<br />NOMINAL MEMBER
<br />SILL PLATE CONN,
<br />SHEAR CAPACITY,
<br />MARK
<br />THICKNESS
<br />PANEL EDGE NAILING
<br />51ZE AT ADJOINING
<br />TOP PLATE CONN
<br />PLF
<br />PANEL EDGES
<br />AT CONCRETE
<br />AT WOOD
<br />5W 1
<br />1 5/32" ONE FACE
<br />8d AT 6" O.C.
<br />2x
<br />5/8"0 A.B. AT 48"
<br />1 6d AT 8" O,C.
<br />LTP4/A35 AT 30"
<br />230
<br />O.C.
<br />O.C.
<br />5W2
<br />1 5/32" ONE FACE
<br />8d AT 4" O.C.
<br />2x
<br />5/8"0 A.B. AT 42"
<br />1 Gd AT 5" O.C.
<br />LTP4/A35 AT 18"
<br />350
<br />0.C,
<br />0.C,
<br />5HEARWALL NOTES
<br />. 51-IEARWALL CRITERIA 15 BASED ON TABLE 4.3 OF 5PDW5 2015,
<br />2. ALL EXTERIOR WALL5 SHALL BE SW I U.N.O.
<br />3. ALL SHEATHING EDGES SMALL BE BACKED WITH 2x4 LAID FLAT.
<br />4. NAIL PANELS TO INTERMEDIATE SUPPORTS W/ 8d AT 6" O.C.
<br />5. REFER TO "WOOD FASTENERS" NOTES FOR NAILS SIZES. NAILS SHALL NOT BE SPACED LE55 THAN 3/8" FROM E-DGES OF SHEATHING. SHEATHING NAILS SHALL BE
<br />DRIVEN 50 THEIR HEADS ARE FLUSH WITH SHEATHING, NOT COUNTERSUNK.
<br />6 ,ALL 5HEAKWALL SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL MOLDOWN POSTS AND CORNERS, AND TO INSIDE EDGE OF FRAMING AROUND OPENING.
<br />7. TWO STUDS MINIMUM OR P05T PER PLAN REQUIRED AT EACH END OF 5MEAKWALL5 AND ALL END STUDS SMALL RECEIVE PANEL EDGE NAILING.
<br />8. HOLDOWNS MAY BE REQUIRED AT THE ENDS OF SHEAKWALL5. TYPES AND LOCATIONS OF THESE- CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE
<br />APPROPRIATE DETAILS AND/OR HOEDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC,
<br />9. LTP4 FROM BOTTOM PLATE TO RIM J015T PER SW SCHEDULE CAN BE USED IN LIEU OF BOTTOM PLATE NAILING.
<br />10. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE, AND SMALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER, PROVIDE 3" COVER
<br />FOR CONCRETE CAST AGAINST SOIL. PROVIDE 3"x3"xO.229" PLATE WASHERS. THE PLATE WASHER SHALL EXTEND TO WITHIN%2" OF THE EDGE OF THE BOTTOM PLATE
<br />ON THE 5HEATHED SIDE.
<br />1. ANCHOR BOLTS AT (E)FOUNDATION SHALL BE 51MF50N "5ET-XP" w/ Gil MIN EMBEDMENT OR'"TITEN HD" 8"O x 8
<br />12, WHERE (2) 2x'5 ARE USED AS A HOEDOWN POST, 5MEAKWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST.
<br />HOLDOWN 5CHEDULE
<br />ANCHOR BOLT / MIN
<br />MIN WOOD
<br />UPLIFT
<br />MODEL ANCHOR
<br />EMBEDMENT / MIN I°TG
<br />FA5TENER5
<br />MEMBER,
<br />EMBEDMENT
<br />END
<br />CAPACITY, L155
<br />BOLT @ 5TEM
<br />51ZE @ ETG
<br />U.N.O. ON
<br />LENGTH
<br />(A5D)
<br />PLAN
<br />LSTHD8 / KJ -
<br />-
<br />(20) 1 6d SINKERS
<br />(2)2x
<br />8"
<br />PER MFR
<br />STMD 14 / KJ -
<br />-
<br />(30) 1 6d SINKEK5
<br />(2)2x
<br />1411
<br />PER MFR
<br />x 3"
<br />MSTAM24 5T 5r PS
<br />- t ��t
<br />NAAI LS5 ; (514)
<br />) I/4" x
<br />(2) 2x
<br />8-3/4"
<br />1375
<br />ro m 6Ad
<br />604& 0 cljrr
<br />1-3/4" TITEN S5
<br />A �1�,�
<br />�I
<br />(1 3) 0.148 " x 3"
<br />MSTAM36 -
<br />- � •
<br />NAILS; (8) 114" x
<br />(2) 2x
<br />8-3/4"
<br />1 870
<br />-3/4" TITEN 55
<br />1. ALL MOLDOWNS REQUIRE DBL STUD MIN, U.N.O. STUDS MUST BE STITCH NAILED TOGETHER W/ (2)1 Od AT 6" O.C.
<br />2. NAILS / SCREWS TO HOEDOWN POST SMALL BE PER MANUFACTURER'S SPECIFICATIONS.
<br />3. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI, THICKNESS Gil, der,--,rry 1,y ,4r' o
<br />4. PROVIDE FULL WIDTH VERT GRAIN BLOCKING THKU FLOOR TO MATCH MOLDOWN 5TUD5 / PO5T5
<br />5. WHEN FIELD CONDITION BECOME LE55 THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING.
<br />0
<br />DIAMETER
<br />A.B.
<br />ANCHOR BOLT
<br />ABV
<br />ABOVE
<br />ATR
<br />ALL THREADED ROD
<br />B
<br />BOTTOM
<br />BLKG
<br />BLOCKING
<br />BRG
<br />CONN
<br />CONT
<br />DBL
<br />BEARING
<br />CONNECTION
<br />CONTINUOUS
<br />DOUBLE
<br />DP
<br />DEPTH, DEEP
<br />D,5,
<br />DRAG STRUT
<br />D.T.
<br />DRAG TRUSS
<br />(E)
<br />EA
<br />EXISTING
<br />EACH
<br />FOR
<br />ENGINEER OF RECORD
<br />EXT
<br />FTG
<br />EXTERIOR
<br />FOOTING
<br />GALV
<br />GALVANIZED
<br />GL
<br />_
<br />GLUE LAMINATED TIMBER
<br />GC
<br />GENERAL CONTRACTOR
<br />G,T,
<br />GIRDER TRU55
<br />GWB
<br />GYPSUM WALLBOARD
<br />HD
<br />HDG
<br />_HOEDOWN
<br />MOT -DIP GALVANIZED
<br />HDR
<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 />MANUFACTURED, MANUFACTURER
<br />(N)
<br />NEW
<br />O.C.
<br />_
<br />ON CENTER
<br />PL
<br />P5L
<br />PT
<br />PLATE
<br />PARALLEL STRAND LUMBER
<br />PKE55UKE TREATED LUMBER
<br />REF
<br />REFERENCE
<br />55
<br />STAIN LE55 STEEL
<br />SW
<br />T
<br />SHEAKWALL
<br />TOP -
<br />TYP
<br />U.N.O.
<br />TYPICAL
<br />UNLESS NOTED OTHERWISE
<br />VERT
<br />VERTICAL
<br />V/K I VERIFY / REPLACE WITH
<br />REVIEWED FOR PERMIT
<br />(n
<br />a
<br />O
<br />Ca
<br />1
<br />w
<br />Q:
<br />�1
<br />OLLJ
<br />jvjy ,�
<br />A,
<br />1911044OAA
<br />EXP. 07/17/2022
<br />DATE:
<br />1 1121121
<br />PROJECT #:
<br />21-022
<br />NFL.
<br />T UCTUI AL
<br />N T5
<br />(CONT)
<br />5 - I , I_j
<br />2F v��t (A,-h n'i
<br />
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