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D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION
<br />CONT:
<br />INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL OR VERTICAL REINFORCING, UNLESS
<br />22 CONT: BEAMS (3 X AND 4 X MEMBERS) DOUG FIR q
<br />OTHERU15E NOTED ON PLANS.
<br />MINIMUM BASIC DESIGN STRESS, Fb a 1000 P51
<br />BEAMS AND STRINGERS:
<br />CONCRETE
<br />(INCLUDING (o X 10 AND LARGER MEMBERS) DOUG FIR
<br />MINIMUM BASIC DESIGN STRESS, Fb o 1200 PSI
<br />14.
<br />CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905
<br />Lu
<br />CO
<br />AND ACI 301. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c ® 2,500 PSI AND MIX SHALL CONTAIN NOT LE65
<br />POSTS AND TIMBERS. (b X (o AND LARGER) DOUG FIR
<br />co
<br />THAN 5 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF V OR LESS.
<br />MINIMUM BASIC DESIGN 5TRE65, Fb o 900 PSI
<br />00
<br />THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE
<br />STUDS, PLATES # MISCELLANEOUS LIGHT FRAMING: DOUG FIR STANDARD DE
<br />PEWOF41ANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL
<br />MINIMUM BASIC DESIGN STRESS, Fb ® 515 P51
<br />Lu
<br />TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTSLu
<br />OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP,
<br />BOLTED FRAMING: STUDS, LEDGERS, AND PLATES DOM FIR'12
<br />CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318 SECTION 5.3. REVIEW OF MIX
<br />MINIMUM BA51C DESIGN STRESS, Fb 900 P51
<br />SUBMITTALS BY THE ENGINEER OF RECORDINDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY
<br />WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED
<br />PRE65URE TREATED FRAMING: LEDGERS, AND PLATES HEM FIR
<br />PERF ORMANCE.
<br />MINIMUM BASIC DESIGN STRESS, Fb ®800 P51
<br />ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING
<br />23.
<br />GLUED LAMINATED MEMBERS SMALL BE FABRICATED IN CONNPO ANCE WITH AN51 / AITC AM0.1®2002, AMERICAN
<br />AGENT CONFORMING TO A5TM C260a06, C494M-05a, C618®05, C959®0 , AND C101iM-01. TOTAL AIR CONTENT SHALL
<br />NATIONAL STANDARDS INSTITUTE AND A5TM D3131-05. EACH MEMBER SHALL BEAR AN A.LT.C, IDENTIFICATION MARK
<br />M
<br />y
<br />BE IN ACCORDANCE WITH ACI 315 TABLE 4.4.1.
<br />AND SMALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE
<br />R_
<br />z N
<br />DOUGLAS FIR COMBINATION 24F V , Fb m 2,400 PSI, Fv ® 165 PSI. ALL CANTILEVERED BEAMS SMALL BE DOUGLAS
<br />15.
<br />REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE (00, fy m (00,000 PSI.
<br />FIR COMBINATION 24F V8, Fb a 2400 PSI, Fv ® 165 PSI. CAMBER ALL GLULAM BEAMS TO 2,000 FT RADIUS, UNLESS
<br />EXCEPTION: ANY BARS SPECIFICALLY NOTED ON THE DRAWINGS AS 'GRADE 40®, fy ® 40000 PSI, GRADE 60
<br />SHOWN OTHERWISE ON THE PLANS. USE 'MGU' SERIES HANGERS AS REQUIRED TO FIT GLU®LAM BEAMS U.O.N.
<br />REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A106. REINFORCING
<br />a
<br />COMPLYING WITH A5TM AI5(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING
<br />24.
<br />ENGINEERED LUMBER SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN A5TM D5456, (CC
<br />CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.5. DIA ARE SUBMITTED.
<br />ES REPORT ES -1361, AND THE CANADIAN CONSTRUCTION MATERIALS CENT (CCMC) REPORTS NO. Ill(Ol®R (P5L
<br />ONLY) AND 12621-R UL ONLY). EACH PIECE SMALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT
<br />WELDED WIRE FABRIC SHALL CONFOF41 TO A5TM A 185.
<br />NUMBER OF THE MANUFACTURER THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY
<br />CONTROL AGENCY, ALL MEMBERS ARE TO BE FREE OF MECHANICAL CONNECTIONS IN FULL-LENGTH MEMBERS.
<br />lb.
<br />REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI SP-bb (04)
<br />ADHESIVES SHALL BE OF THE WATERPROOF TYPE CONFORMING TO THE REQUIREMENTS OF A5TM D®2559.
<br />DETAILING MANUAL AND THE LATEST EDITION OF ACI 318. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS
<br />OR 2' 0' MINIMUM. PROVIDE COMER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 30
<br />PARALLEL STRAND LUMBER (PSL): Fb 2900 PSI, E22.Ox 106 PSI, Fv 2290 PSI.
<br />BAR DIAMETERS OR 2' ' MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF VAT SIDES AND
<br />LAMINATED 5TRAND LUMBER (L5L): Fb o 2250 PSI, Edbx 106 PSI, Fv 9400 PSI.
<br />ENDS.
<br />LAMINATED VENEER LUMBER (LVL): Fb 2800 PSI, E4.0x 106 PSI, Fv 485 PSI
<br />43713 �
<br />NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SMALL BE FIELD BENT UNLESS SPECIFICALLY SO
<br />DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE T S-JO15T CORPORATION. ALTERNATE
<br />s ��
<br />DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
<br />MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL
<br />�L
<br />ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED
<br />4-202
<br />11,
<br />CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
<br />THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL PARALLAM BEAM HANGERS AND
<br />OTTER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH BEAM PROVIDED, USE 'MGU' SERIES HANGERS A5 REQUIRED
<br />FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3'
<br />TO FIT BEAM U.O.N.
<br />FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER
<br />(15 BARS OR SMALLER) 1 1/2'
<br />2.
<br />PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN
<br />SLABS AND WALLS (INTERIOR FACE) 3/4'
<br />ACCORDANCE WITH THE 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION,
<br />ANSI/TPI 1-2014' BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING
<br />Ia.
<br />CONCRETE WALL REINFORCING PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
<br />SHALL BE AS FOLLOWS:
<br />V WALLS 04 a 16 HORN. 04 6 16 VERTICAL I CURTAIN
<br />TOP CHORD DEAD LOAD 10 PSF4
<br />8' WALLS ro a 18 HORIZ, 15 6 18 VERTICAL I CURTAIN
<br />TOP CHORD LIVE LOAD 25 PSF
<br />BOTTOM CHORD DEAD LOAD 5 PSF
<br />M.
<br />CAST IN PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND
<br />TOTAL LOAD 40 PSF
<br />WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF
<br />E30TTOM CHORD LIVE LOAD (NON -CONCURRENT
<br />MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL
<br />WITH TOP CHORD LIVE LOAD) 10 PSF
<br />GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLON, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED
<br />SEE GSN 12 FOR ADDITIONAL LOADING REQUIREMENTS
<br />CONCRETE 5U ACES, BOTH CAST IN PLACE AND PRECAST.
<br />WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL) SUBMIT SHOP DRAWINGS
<br />20.
<br />EMBEDDED ITEMS IN CAST -IN -PLACE CONCRETE.- EMBEDDED ITEMS IN CAST -IN -PLACE CONCRETE SHALL NOT BE
<br />AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br />'WET-5ET' UNLESS SPECIFICALLY APPROVED BY ENGINEER OF RECORD. THESE ITEMS INCLUDE, BUT ARE NOT
<br />SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REG16TERED PROFE55IONAL ENGINEER,
<br />Permit Set
<br />REINFORCING STEEL ANCHOR BOLTSDEFORMED BAR ANCHORS, , EMBED PLATESOR OTHER MISC.
<br />LIMITED T®/ ,
<br />STATE OF WASHINGTON. PROVIDE FOR SHAPES BEARING POINTS INTERSECTIONS NIPS VALLEYS ETC. SHOWN ON
<br />/ / /
<br />STEEL SHAPES TO BE CAST INTO CONCETE.
<br />THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER
<br />Issue
<br />®ate
<br />TRUSSES, JACK TRU65E6, STEP DOWN TRUSSES, ETC.) SHALL BE DETER11NED BY THE MANUFACTURER UNLESS
<br />PERMIT
<br />4-15-2021
<br />21.
<br />EPDXY GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH NIT HY-200 ADHESIVE ANCHOR
<br />SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRU55 TO TRU55 AND TRUSS TO GIRDER TPIU56
<br />SYSTEMS AS MANUFACTURED BY HILTI, INC. OR 5ET®3G HIGH STRENGTH ADHESIVE ANCHOR SYSTEM AS MANFACTURED
<br />CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT
<br />BY 5IMP50N STRONG -TIE OR AN ENGINEER APPROVED ALTERNATE THAT HAS I.C.0 TEST DATA FOR THEIR SPECIFIC
<br />TRUSS BRACING AND BRIDGING. G
<br />PRODUCT AND APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.C.0 REPORTS FOR SPECIFIC EPDXY UNLESS
<br />NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. HOLE SIZE SHALL BE 1/8' LARGER THAN BAR, ROD OR BOLT
<br />26.
<br />PLYWOOD SHEATHING SHALL BE GRADE C D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR LU IN 6-bkrb IM ANOE
<br />SIZE. NOTE: NO WELDING IS TO TAKE PLACE WITHIN 24" OF HARDENED EPDXY.
<br />WITH DOC PSI. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS.
<br />Revisions
<br />Permit
<br />Rev
<br />WOOD
<br />21.
<br />ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE P SSU ®T SATED WITH
<br />A
<br />7-29-2021
<br />ALKALINE COPPER QUATERNARY (ACQ). ALL WOOD MEMBERS (INCLUDING PLATES) IN DIRECT CONTACT WITH
<br />Permit
<br />Rev 2
<br />9-20-2021
<br />22,
<br />FRAMING LUMBER SMALL BE KILN DRIED, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L . STANDARDCONCRETE
<br />OR MASONRY SHALL E 56U -T ATED WITH 50DUIM BORATE (613X).
<br />GRADING RULES FOR WEST COAST LUMBER NO.16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS,
<br />UNLESS OTHERWISE NOTED ON THE PLANS:
<br />ALL METAL CONNECTORS IN CONTACT WITH 'ACQ' PRE66UM-TREATED LUMBER SHALL BE TYPE 304 OR 31(0
<br />Sheet No.
<br />STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE
<br />JOISTS: (2 X MEMBERS) DOUG FIR #2
<br />METAL CONNECTORS. WHERE ACQ LUMBER IS USED IN INTERIOR CONDITIONS, G185 ('HOT -DIP' GALVANIZED TO 1 ffi
<br />Sl 1
<br />MINIMUM BASIC DESIGN STRES5, Fb ® 900 P51
<br />OUNCES PER SQUARE FOOT) METAL CONNECTORS MAY BE USED 1N LIEU OF STAINLESS STEEL. METAL CONNECTORS
<br />.
<br />
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