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WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES(GANGNAIL OR EQUAL). D. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL
<br /> SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH
<br /> STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED.
<br /> SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE PROVIDE SOLID BLOCKING AT ALL BEARING POINTS.TOENAIL JOISTS TO
<br /> STATE OF WASHINGTON.PROVIDE FOR SHAPES,BEARING POINTS,INTERSECTIONS, SUPPORTS WITH TWO 16d NAILS.ATTACH TIMBER JOISTS TO FLUSH HEADERS OR
<br /> HIPS,VALLEYS,ETC.,SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE.
<br /> HIP, VALLEY,AND INTERSECTION AREAS(USE OF GIRDER TRUSSES,JACK TRUSSES, NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12"ON-CENTER. rrdesignllc-logo.jpg
<br /> STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS
<br /> SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR R&R DESIGN LLC
<br /> TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND 'PA LR 3 P
<br /> PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. NAILED AT 6"ON-CENTER WITH 8d NAILS TO FRAMED PANEL EDGES,STRUTS AND "a®�Nroe"g".gym
<br /> OVER STUD WALLS AS SHOWN ON PLANS AND @ 12"ON-CENTER TO INTERMEDIATE
<br /> 25. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE"BY SIMPSON SUPPORTS.PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/
<br /> COMPANY,AS SPECIFIED IN THEIR CATALOG NUMBER C-2015.EQUIVALENT DEVICES BY OTHER TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES
<br /> MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID
<br /> GREATER LOAD CAPACITIES.PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY BLOCKING. ALLOW 1/8"SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND
<br /> MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S ROOF SHEATHING.TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12"ON-CENTER
<br /> RECOMMENDATIONS. UNLESS OTHERWISE NOTED.
<br /> 26. WOOD FASTENERS
<br /> A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING ANCHORAGE
<br /> SPECIFICATIONS:
<br /> 23. EXPANSION BOLTS INTO CONCRETE SHALL BE WEDGE-ALL ANCHORS AS MANUFACTURED BY THE
<br /> SIZE LENGTH DIAMETER SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT
<br /> 8d 2-1/2" 0.131" NUMBER ESR-1396, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. Uj
<br /> 16d BOX 3-1/2" 0.135" U
<br /> EPDXY-GROUTED ITEMS(THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE
<br /> IF CONTRACTOR OR OWNER PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT DRAWINGS SHALL BE INSTALLED USING"SET"HIGH STRENGTH EPDXY AS MANUFACTURED Z
<br /> NAIL SPECIFICATIONS TO THE ENGINEER(PRIOR TO CONSTRUCTION) BY THE SIMPSON STRONG TIE COMPANY.INSTALL IN STRICT ACCORDANCE WITH
<br /> FOR REVIEW AND APPROVAL. ICC-ES REPORT NO.ESR-1772.SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
<br /> RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. Uj
<br /> NAILS-PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING SHALL BE O Q
<br /> DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 24. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36
<br /> THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END.
<br /> 27. PLYWOOD SHEATHING SHALL BE GRADE C-D,EXTERIOR GLUE OR STRUCTURAL II,EXTERIOR GLUE
<br /> IN CONFORMANCE WITH DOC PS 1.ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,
<br /> EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. QUALITY ASSURANCE z
<br /> UjN
<br /> ROOF SHEATHING SHALL BE Y2"(NOMINAL)WITH SPAN RATING 33/16. 32. SPECIAL INSPECTION AND TESTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS17049 AND 1705.12 OF THE INTERNATIONAL O ii. ap
<br /> FLOOR SHEATHING SHALL BE%"(NOMINAL)WITH SPAN RATING 4924. BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT,AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, LU O
<br /> WALL SHEATHING SHALL BE 1/2"(NOMINAL)WITH SPAN RATING 24/0. AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OFO (n �
<br /> CONSTRUCTION
<br /> REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. Q ♦ ♦ (n Q
<br /> 28. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON TYPE CONT.SPECIAL INSPECTION PERIODICAL SPECIAL INSPECTION IBC REFERENCE
<br /> THE PLANS: CONCRETE PLACEMENT not required for 2500 psi conc not required for 2500 psi conc Exception 1705.3.2.3 �/♦
<br /> AT CONCRETE CONSTRUCTION O
<br /> A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO
<br /> THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM REINFORCEMENT CV LU
<br /> NAILING,UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.9.1. AT CONCRETE CONSTRUCTION see above see above see above. W
<br /> COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND T.-
<br /> ARCHITECTURAL DRAWINGS. INSTALLATION OF STEEL ANCHORS Q N W
<br /> CAST IN CONCRETE AND MASONRY X 1705.1.1,1705.3,1705.4,1705.12, _
<br /> B. WALL FRAMING: FOR LEVEL 2 SEC 1.6,LVL 2,TMS602-16
<br /> ALL STUDS SHALL BE SPACED AT 16"O.C.UNO.TWO STUDS MINIMUM SHALL BE
<br /> PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS,AND MASONRY CONSTRUCTION, U.
<br /> AT BEAM OR HEADER BEARING LOCATIONS.TWO 2x8 HEADERS SHALL BE PROVIDED INCLUDING MORTAR,REINFORCEMENT,
<br /> OVER ALL OPENINGS NOT OTHERWISE NOTED.SOLID BLOCKING FOR WOOD COLUMNS AND STRUCTURAL CONNECTIONS X 1705.4,TMS 402-16 SECTIONS 2.2
<br /> SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW.PROVIDE CONTINUOUS AND 3.1,AND TMS 602-16 SECTION 1.6A Uj
<br /> SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0"IN HEIGHT.
<br /> GROUT PLACEMENT AT MASONRY
<br /> ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.END CONSTRUCTION X 1705.4,TMS 402-16 SECTIONS 2.2 AND
<br /> NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS,AND TOENAIL OR END 3.1,AND TMS 602-16 SECTION 1.6A.
<br /> NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE
<br /> TOP PLATE WITH 16d @ 12"O.C. AND LAP MINIMUM 4'4"AT JOINTS AND EXPANSION BOLTS AND THREADED
<br /> PROVIDE EIGHT 16d NAILS @ 4"O.C.EACH SIDE JOINT. EXPANSION INSERTS PER MANUFACTURER PER MANUFACTURER 1705.1.1
<br /> ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PER MANUFACTURER 1705.1.1 �XB IN z
<br /> FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12"ON-CENTER,OR ATTACHED V�p4 wast'
<br /> TO CONCRETE BELOW WITH 5/8"DIAMETER ANCHOR BOLTS @ 4'4"ON-CENTER FASTENING AT WOOD-FRAMED,
<br /> EMBEDDED 7"MINIMUM,UNLESS INDICATED OTHERWISE.INDIVIDUAL MEMBERS OF LATERAL FORCE-RESISTING SYSTEM X 1705.11.1 AND 1705.12.2.
<br /> BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" SIMPSON STRONG WALL SYSTEM pR y�
<br /> ON-CENTER.UNLESS OTHERWISE NOTED,GYPSUM WALLBOARD SHALL BE FASTENED AFF Fc sre44
<br /> TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO.6 X 1-1/4" S oNAL ti
<br /> TYPE S OR W SCREWS @ 8" ON-CENTER. UNLESS INDICATED OTHERWISE, GLZL 1523
<br /> 1/2" (NOMINAL)APA RATED SHEATHING(SPAN RATING 24/0)SHALL BE NAILED GLARC11REC—A-111—INS
<br /> TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6"ON-CENTER AT PANEL EDGESAI�.ANE1-z�z®NMA DOM
<br /> AND TOP AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES)AND TO ALL EM
<br /> INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12"ON-CENTER ALLOW
<br /> Th pan dd re o ghtetl In aaoMance
<br /> 1/8"SPACING AT ALL PANEL EDGES AND PANEL ENDS. nFaaerel si— ,.V, ree aaaa Pdorm
<br /> iheapermitted usa.Reparndumc"li"n of�M1ese Plans by eny
<br /> all, d,ar adons,iM1ereof vniM1out wrM1tan
<br /> pem�isslon o,the designerlengineerof t w Is e=ssNely
<br /> C. WALL ANCHORAGE: Phe mtIll Iorov 47tshea g1l,fanmo me EOR°
<br /> EXPANSION BOLTS INTO CONCRETE SHALL BE WEDGE-ALL ANCHORS AS MANUFACTURED NUMBER DATE DESCRIPTION OF REVISIONS
<br /> BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO oBnengza PERMITSET
<br /> ICC-ES REPORT NUMBER ESR-1396, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. Q a ramaa
<br /> EPDXY-GROUTED ITEMS(THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE
<br /> DRAWINGS SHALL BE INSTALLED USING"SET"HIGH STRENGTH EPDXY AS MANUFACTURED
<br /> BY THE SIMPSON STRONG TIE COMPANY.INSTALL IN STRICT ACCORDANCE WITH
<br /> ICC-ES REPORT NO.ESR-1772.SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.
<br /> RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED.
<br /> ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 „EETTITLE
<br /> THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END.
<br /> GENERAL
<br /> STRUCTURAL
<br /> NOTES
<br /> SHEET NUMBER
<br /> G1. 1
<br />
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