3530 COLBY AVE 2017 COCOON HOUSE Plans 2022-11-02 (3)

1 2 3 4 I 5 GENERAL STRUCTURAL NOTES 1 Z , � , � � 0 STEEL WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE,EXPOSURE 1 DURABILITY SPACED FASTENERS SPECIFIED ON THE DRAWINGS SHALL BEGIN AT 1!2 SPECIFIED SPACING FROM THE ENDS OF THE MEMBERS, UON. PROVIDE(2)FASTENERS STRUCTURAL STEEL DESIGN FABRICATION AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE FOLLOWWG A,I.S.C.SPECIFICATIONS AND CODES: CLASSIFICATION,IN CONFORMANCE WITH USDOC PS 1 or PS 2. ORIENTED STRAND BOARD,IN ACCORDANCE WITH USDOC PS 2,AND OF EQUNALENT THICKNESS, MINIMUM EACH MEMBER,TYP. ANCHOR RODS FROM SILL PLATES TO CONCRETE SHALL BEGIN A MIN.OF 6"AND A MAX.OF 12"FROM EACH END OF EACH PIECE OF 1301 First Avenue, Suite 301 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS-ANSI/AISC 360 EXPOSURE RATING AND SPAN RATING,MAY BE USED IN LIEU OF PLYWOOD PENDING ORiENTED STRAND BOARD SUBSTITUTION APPROVAL BY ARCHITECT. SEE SILL PLATE. (EXCEPTION; AT SHEARWALLS,BEGIN AT 1/2 SPECIFIED SPACING lF THIS RESULTS IN LESS THAN 12"DISTANCE FROM END OF SILL PLATE PIECE). Seattle, WA 98101 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES-AISC 303 PLANS FOR SHEATHING NAILING REQUIREMENTS. STRUCTURAL PANELS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS UNLESS OTNERWISE NOTED: INTERIOR WOOD STAIR STRINGER AND LANDING FRAMING SERVING MORE THAN TWO DWELLING UNITS SHALL CONFORM TO THE FOLLOWING SECTION: 3. SPECIFICATION FOR STRUCTURAL JOINTS 11SING ASTM A325�R A490 BOLTS-AISC 348 ROOF SHEATHING 19132"THICKNESS WITH 32116 min SPAN RATING http://www.gglo.com , STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECtFICATIONS: FLOOR AND ROOF DECK SHEATHING 23132"THICKNESS WITH 48124 min SPAN RATING LANDINGS: SEE FRAMING PLANS AND STRUCTURAL DETAILS FOR INFORMATION. WALL SHEATHING 15132"THICKNESS WITH 32/16 min SPAN RATING(4 PLY min AT PLYWOOD OPTION) STRINGERS 8'IN LENGTH OR LESS: PROVIDE 1 3/4 x 11 7l8 LSL AT CENTER AND 2 x 12 AT SIDES OF STAIR. NOTCH LSL TO 5 1/2"MINIMUM DEPTH AND 2 x 12 TO 4 3/4" p PLATES, BARS,ANGLES, RODS,CHANNELS A36(Fy=36 ksi) PRESERVATIVE-TREATED WOOD SHALL BE REQUIRED IN THE FOLLOWING APPLICATIONS(SEE ARCH'L FOR ADDITIONAL APPLICATIONS}: MINIMUM DEPTH. PROVIDE'HU'HANGERS(10-.162x2 1/2"NAILS MIN.]AT LSL AND'LU'HANGERS[6-.148x2114"NAILS MIN.]AT 2 x 12 STRINGERS. AT 2 x 12 STRINGER, D W-SHAPES A992(Fy=50 ksi} SISTER 2 x 6 ONE SIDE OF STRINGER;STOP SISTERED 2 x 6 SHORT OF HANGERS. PIPE A53 GRADE B(Fy=35 ksi) „ „ 1. POSTS GIRDERS,JOISTS,SUBFLOOR WHERE JOISTS or SUBF�OOR ARE WITHIN 18 OR GIRDERS ARE WITHIN 12 OF EXPOSED GROUND LOCATED WITHW RECTANGULAR AND SQUARE HSS A500 GRADE B(Fy=46 ksi) PERIMETER OF BUILDWG FOUNDATION. STRINGERS BETWEEN 8'AND 11'-6°IN IENGTH: PROVIDE 31l2 x 11 7!8 LSL STRINGER AT CENTER AND 1 3/4 x 11 7!8 LSL AT SIDES OF STAIR. NOTCH TO 51/2"MfNIMUM ANCHOR RODS(7"EMBED UON) F1554 GRADE 36 W/THREADED ENDS AND WELDED NUT AT END 2. FRAMING AND SHEATHING THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE WITHIN 8"OF EXPOSED EARTH. DEPTH AND PROVIDE THE FOLLOWING HANGERS: 'HU'HANGERS[14-.162x21l2"NAILS MIN]AT 31l2"LSL AND'HU'HANGERS[10-.162x2112"NAILS MIN.}WITH ONE M I C H A E L N 0 U W E N S STEEL TO STEEL CONNECTION BOLTS A325-N TYPE I(TYPE 3 WHERE EXPOSED TO WEATHER QR CORROSION) 3. FRAMING ATTACHED DIRECTLY TO WTERIOR SID�OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE. CONCEALED FLANGE AT 1 3/4"LSL. S t r u�t u r a l C t>n s u 1 t a n t s TWIST OFF TYPE TENSION CONTROL BOLTS F1852(A325 STRENGTH) 4, FRAMING ON INTERIOR CONCRETE SLABS AND FOUNDATIONS. NUTS A563 5. BEAMS or GIRDERS ENTERWG CONCRETE OR MASONRY WALLS WITH LESS THAN 1l2"AIR SPACE AT TQP,SIDES or END. STRINGERS BETWEEN 11'-6"AND 14'-6"IN LENGTH: PROVIDE 3112 x 14 LSL STRINGER AT CENTER AND 1 3/4 x 14 LSL AT SIDES OF STAIR. NOTCH TO 7"MINIMUM 305 Nw 178tF, 5treet HARDENED STEEL WASHERS F436 6. POSTS or COLUMNS SUPPQRTED ON CONCRETE SLAB OR FOOTWG, UNLESS SUPPORTED BY CONCRETE PIER THAT PROJECTS 1"ABOVE GONCRETE SLAB AND 8" DEPTH AND PROVIDE THE FOLLOWING HANGERS: 'HU'HANGERS[14-.162x21/2"NAILS MIN]AT 3112"LSL AND'HU'HANGERS[10-.162x2 1/2"NAILS MIN.]WITH ONE St�oreiine, WA 9s177 DIRECTION TENSION INDICATOR WASHERS F959 ABOVE EXPOSED EARTH AND SEPARATION BETWEEN WOOD AND SLAB/EARTH(WEATHER IS PROVIDED BY AN IMPERVIOUS MOISTURE BARRIER. CONCEALED FLANGE AT 1 3/4"LSL, michael@nouwens-structural.com HEADED STUD ANCHORS �9 7. FRAMING AND SHEATHWG EXPOSED TO EARTH,WEATHER, MOISTURE or DAMPNESS. www.nouwens-structural.com STEEL COATINGS AND PROTECTION(WEATHER, FIRE,CORROSION,etc.}SHALL BE AS SPECIFIED BY THE ARCHITECT. GALVANIZED STRUCTURAL STEEL MEMBERS $� FRAMWG EMBEDDED IN CONCRETE. PROVIDE THA or THAC HANGERS WHERE STRINGERS FRAME INTO LANDING AND MINIMUM NUMBER OF NAILS SPECIFIED ABOVE CANNOT BE ACHIEVED. AT THA/THAC ?Zo6.s4�.sa4� � SHALL CONFORM TO ASTM A123,GALVANIZED STEEL DECKING SHALL CONFORM TO ASTM A924,AND GALVANIZED STEEL HARDWARE SHALL CONFORM TO ASTM HANGERS AT 3112"LSL STRINGERS,PROVIDE 18 .148x21/4"NAILS MIN TO FACE OF SUPPORTING BEAM/LEDGER. A153. PRESERVATIVE TREATMENT SHALL BE IN ACCORQANCE WITH AWPA STANDARDS U1 AND M4(LATEST EDITIONS)AND SHALL USE WATER-BORNE PRESERVATIVES. WHERE STRINGERS BEAR ON TOP OF WOOD FLOOR FRAMING BELOW, PROVIDE A35 CLIP AT BOTTOM OF STRINGER. WHERE STRINGERS BEAR ON CONCRETE SLAB, GUIDELINES OUTLINED IN ASTM A384 SHALL BE FOLLOWED IN ORDER TO SAFEGUARD AGAINST WARPING AND DISTORTION DURING HOT-DIP GALVANIZING OF STEEL REFER TO AWPA STANDARD U1 FOR REQUIRED USE CATEGORY DESIGNATIONS. CUT OR DRILLED SECTIONS OF TREATED MATERIAL SHALL BE TREATED WITH AN PROViDE 2x TREATED SILL PLATE W/3!8"EXP.BOLT AT EACH STRINGER(EMBED 1 518"). ASSEMBLIES. STEEL ANCHORS AND TIES EMBEDDED IN CONCRETE AND MASONRY SHALL BE LEFT UNPAINTED. APPROVED PRESERVATIVE IN ACCORDANCE WITH AWPA STANDARDS. SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD SHALL NOT BE USED IN EXTERIOR APPLICATIONS OR IN WET OR DAMP LOCRTIONS. WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF AISC 303-05. PRESERVATtVE-TREATED WOOD SHALL CONFORM STRICTLY TO MANUFACTURER'S RECOMMENDATIONS(DELIVERY,HANDLING,STORAGE, EXPOSURE TO STRUCTURAL MEMBERS SHALL NOT BE DRILLED OR NOTCHED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER,UNLESS OTHERWISE � L�.�' — MOISTURE,etc.) NOTED. SEE STRUCTURAL DETAILS FOR PENETRATION LIMITATIONS AT STRUCTURAL STUDS AND PLATES. THRU-BOLT AND ANCHOR ROD HOLES SHALL BE AT O ANCHOR RODS AT STEEL BASE PLATES HAVE A PLACEMENT TOLERANCE OF 1I4"(FOR 314"RODS)FROM SPECIFIED LOCATIONS. BASEPLATES AT 3/4"DIAM.ANCHOR � LEAST 1132"BUT NO MORE THAN 1/16"LARGER THAN BOLT/ROD DIAMETER. CLEARANCE HOLES FOR LAG SCREW SHANKS SHALL HAVE THE SAME DIAMETER AS THE RODS CAN HAVE OVERSIZED HOLE DIAMETERS OF 1 5l16"UNLESS OTHERWISE NOTED. PROVIDE 1!4"x 2"DIAMETER HEAVY PLATE WASHERS AT OVERSIZED HQLES TIMBER CONNECTORS CALLED QUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY SIMPSON COMPANY,AS SPECIFIED IN THEIR CATALOG N0.G2017. LAG SHANK AND THE SAME PENETRATION DEPTH AS THE LENGTH OF THE UNTHREADED SHANK. LEAD HOLES FOR THREADED PORTION OF LAG SCREWS SHALL � IN BASEPLATES. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL HAVE A DIAMETER OF 40 to 70%OF LAG SCREW SHANK DIAMETER WITH LARGER PERCENTILE APPLICABLE TO LAG SCREWS OF GREATER DIAMETER. LEAD HOLES � SPACED FASTENERS SPECIFIED ON THE DRAWINGS SHALL BEGIN AT 1/2 SPECIFIED SPACING FROM THE ENDS OF THE MEMBERS,UON. PROVIDE 2 FASTENERS HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS. PROVIDE NUMBER, LENGTH,AND SIZE OF FASTENERS AS SPECIFIED BY SHALL EXTEND THE LENGTH OF THE THREADED PORTION OF THE LAG SCREW. �" �, � � MANUFACTURER(SEE ALSO NAILWG SCHEDULE THIS SHEET). FILL ALL HOLES WITH FASTENERS AS SPECIFIED BY MFR. CONNECTORS SHALL BE INSTALLED IN 24644 '�' MINIMUM EACH MEMBER,TYP. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENQATIONS. WHERE CONNECTOR STRAPS OR TIES CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS ALL WOOD fRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE WTERNATIONAL BUILDING COQE. MINIMUM . OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROV�DE WASHERS UNOER THE HEADS AND NUTS OF ALL BOLTS, NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDWG CODE. UNLESS NOTED OTHERWISE,ALL NAILS SHALL �,� JOINT TYPES AT HIGH-STRENGTH CONNECTION BOLTS(A325 OR A490)SHALL BE SNUG-TIGHTENED(ST)UNLESS OTHERWISE DESIGNATED AS PRETENSIONED(PT) ANCHOR RODS,AND LAG SCREWS BEARING ON WOOD, UON. UNLESS NOTED OTHERWISE,ALL NAILS SHALL BE COMMON;SEE ALSO NAILING SCHEDULE THIS BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE �'�'' OR SLIP CRITICAL(SC). REFER TO AISC 348 TABLE 4.1 FOR INSTALLATION AND INSPECTION REQUIREMENTS AT BOLTED JOINTS. FAYING SURFACES AT'SC'JOINTS SHEET. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE(MINIMUM)AS MEMBERS CONNECTED. WHERE STRAPS,CLIPS,etc.ARE CONNECTED TO HEADS AND NUTS OF ALL BOLTS,ANCHOR RODS,AND LAG SCREWS BEARING ON WOOD,UON. INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2015 NDS 12-8-2017 SHALL MEET THE REQUIREMENTS OF AISC 348 SECTION 3.2.2. TJI WEBS,PROVIDE WEB BLOCKING. MEMBERS IN HANGERS SHALL BEAR FULLY ON HANGER SEAT AND GAP BETWEEN END OF SUPPORTED MEMBER AND FACE OF SECTION 12.1.4. BOLTS, ANCHOR RODS,AND LAG SCREWS SHALL BE CENTERED IN MEMBERS, UON. SUPPORTING MEMBER SHALL NOT EXCEED 1!8"PER ASTM D1761 TEST STANDARDS. WELDING SHALL BE IN CONFpRMANCE WITH AJ.S.C.AND A.W.S.STANDARDS AND SHALL BE PERFORMED BY W.A.B.O.CERTIFIED WELDERS. ONLY PREQUALIFIED WALL FRAMWG: ALL STRUCTURAL STUD WALLS(BEARING OR SHEAR WALLS)SHOWN AND NOT OTHERWISE NOTED SHALL BE AS INDICATED IN SCHEDULES ON PROJECT: WELDS(AS DEFINED BY A.W.S.)SHALL BE USED. ALL WELDS SHALL BE MADE USING LOW HYDRQGEN ELECTRODES. LOW HYDROGEN ELECTRODES SHALL BE SIMPSON HARDWARE IN CONTACT WITH ACQ,CA,OR CBA PRESERVATIVE-TREATED WOOD SHALL HAVE A ZMAX FINISH(G185 HDG PER ASTM A653)OR SHALL BE STRUCTURAL FRAMING PLANS. SEE ARCHITECTURAL DRAWINGS FOR DIFFERING WALL WIDTHS AND FOR FRAMING AT NONSTRUCTURAL WALLS. TWO STUDS PROVIDED IN HERMETICALLY SEALED CONTAINERS; ELECTRODES THAT HAVE BEEN WET SHALL NOT BE USED. REFER TO AWS REQUIREMENTS REGAR�WG POST HOT-DIP GALVANIZED(PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS AND ANCHORS)UON. EXCEPTION: TYPE 304 OR 316 STAINLESS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS,AND BELOW BEAM BEARING POINTS. SOLID BLOCKING FOR SOLID ALLOWABLE EXPOSURE OF LOW HYpROGEN ELECTRODES TO THE ATMOSPHERE AND FOR RE-DRYING RECOMMENDATIONS AND RESTRICTIONS. USE MATCHING STEEL CONNECTORS AND FASTENERS ARE REQUIRED FOR THE FOLLOWING APPL,ICATIONS: WOOD POSTS AND MULTI-STUD POSTS SHALL BE PROVIDED THROUGH WTERMEDIATE LEVELS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLIQ BLOCKING AT Cocoon House Youth FILLER METALS PER LATEST EDITION OF AWS D1.1. SEE REINFORCING STEEL NOTE FOR MATERIAL AND WELDING REQUIREMENTS FOR REfNFORCING BARS. MID-HEIGHT OF ALL STUD WALLS OVER 10'IN HEIGHT AND AT MID-HEIGHT OF WALLS WITH SHEATHING ON ONE SIDE ONLY(i.e.EACH SIDE OF PARTY WALLS). Center - Base Contract WELDING OF GALVANIZED STEEL SHALL CONFORM TO AWS SPECIFICATION D-19.0. WELDED AREAS OF GALVANIZED STEEL SHALL BE TOUCHED UP IN • ACQ,CA or CBA TREATMENTS WITH AMMONIA WHERE MEMBERS ARE USED IN EXTERIOR APPLICATIONS. CONFORMANCE WITH ASTM A780. • ALL ACZA 1'REATMENTS ALl STRUCTURAL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH.131 x 3112"NAILS @ 8"oc OR BOLTED TO C C ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION WPS PER AWS D1.1. ALL WELDING ' RETENTION LEVELS GREATER THAN 0.40 pcf FOR ACQ,0.41 pcf FOR CBA-A,0.21 FOR CA-B,OR 0.15 pcf FOR CA-C TREATMENTS. CONCRETE WITH 5l8"DIAMETER ANCHOR RODS @ 6'-0"oc UON. EMBED ANCHOR RODS 7"UON. INDNIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO � � • WHERE RECOMMENDED BY PRESERVATIVE-TREATED WQOD MANUFACTURER. EACH OTHER WITH.131 x 3"NAILS @ 8"oc STAGGERED, UON. PARAMETERS SHALL BE WITHIN THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS. WPS'S SHALL BE SUBMITTED TO THE TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL WELDERS AND THE SPECIAL INSPECTOR. STAINLESS STEEL CONNECTORS REQUIRE MATCHING STAINLESS STEEL FASTENERS. ZMAX AND POST HOT-DIP GALVANIZED GONN�CTORS REQUIRE FASTENERS REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON . GALVANIZED PER ASTM A153, INTERIOR SURFACES;SEE ARCH'L FOR THICKNESS AND ATTACHMENT REQUIREMENTS. PROVIDE 15132"APA RATED SHEATHING(SPAN RATING 32116)ON EXTERIOR ALL COMPLETE-PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED UPON COMPLETION OF THE CONNECTION,�XCEPT PLATE LESS THAN OR EQUAL T0114° SURFACES NAILED AT ALL PANEL EDGES(BLOCK UNSUPPORTED EDGES),TOP AND BOTTOM PLATES WITH.148 x 2114"NAILS @ 6"oc AND TO ALL INTERMEDIATE THICK SHALL BE MAGNETIC PARTICLE TESTED. UNLESS NOTED OTHERWISE,THE FOLLOWING HANGER SPECIFICATIONS APPLY. FACE MOUNT HANGERS SHALL BE MAXIMUM DEPTH HANGER THAT FITS THE STUDS AND BLOCKING @ 12"oc. ALLOW 118"GAP AT ALL APA SHEATHING PANEL EDGES AND ENDS. (SEE DETAILS WHERE LARGER GAP IS REQUIRED). SPECIFIED MEMBER. (OPTIONS IN PARENTHESES ARE ZMAX OR HDG AND ARE FOR USE WITH PRESSURE-PRESERVATIVE TREATED WOOD. VERIFY AVAILABILITY WITH HANGER MFR;OTHERWISE SUBSTITUTE HANGER WITH EQUAL OR GREATER CAPACITY). STAINLESS STEEL OPTIONS,WHERE REQUIRED,SHALL BE AS PROVIDE CONTINUOUS 51l4"PSL RIM AT STAIR AND ELEVATOR WALLS AT ELEVATION OF FLOOR/ROOF FRAMING. RIM DEPTH SHALL MATCH DEPTH OF FLOORIROOF WOOD RECOMMENDED BY SIMPSON STRONG-TIE: FRAMING NEAREST TO OPENING. AT ENDS OF CONTINUOUS RIM, PROVIDE 2-A35 CLIPS ON INSIDE FACE TO PERPENDICULAR RIM AND 2-LSTA36 STRAPS ON OUTSIDE FACE TO PERPENDICULAR RIM. 2x OR 2-2x MEMBER TO FLUSH WOOD BEAM/LEDGER LUS(LUS Z) PROJECT ADDRESS: 2x MEMBER TO SILL PLATE OR STEEL BEAM AT EXTERIOR WALLS,PROVIDE FLATWISE 2x6 AT ALL DOOR HEADS AND WINDOW SILLS AND HEADS, UON. (PROVIDE FLATWISE 2-2x6 WHERE OPENING WIDTH IS FRAMING LUMBER SHALL HAVE 19%MAXIMUM MOISTURE CONTENT UON{KILN DRIED WHERE NOTED),AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB or LESSER DEPTH FLUSH WOOD BEAM LB(B HDG) GREATER TMAN 6'AND LESS THAN 9'-6", UON). SEE X AT OPENINGS WITHIN SHEARWALLS. PROVIDE(3).131 x 3"TOENAILS EACH END OF EACH 2x6 MEMBER. 3S3O COLBY AVE. - STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 2-2x MEMBER TO SILL PLATE OR STEEL BEAM EVERETT, WA 98201 or LESSER DEPTH FLUSH WOOD BEAM B(B HDG) FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND 4x AND 6x BEAMS AND POSTS DF No.2 ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. 4x AND 6x TREATED BEAMS AND POSTS HF KDAT No.2 PRE-MFR TRUSS TO FLUSN WOOD BEAM MUS28 SERIES • 2x JOISTS,RAFTERS, BUILT-UP BEAMS,HEADERS HF No.2 TOENAIL JOISTS TO SUPPORTS WITH(3).131 x 3"NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN TJI MEMBER TO FLUSH WOOD BEAM/LEDGER IUS ACCORDANCE WITH NOTES ABOVE. INQIVIDUAL MEMBERS OF MULTI-JOIST BEAMS SHALL BE NAILED TO EACH OTHER WITH 2 ROWS OF.131 x 3"NAILS 12"oc. OWNER: � 2x,3x FLATWISE&EDGEWISE BLOCKING HF standard � ) @ 3x NAILERS ON STEEL BEAMS HF KD No.2 2-TJI MEMBER TO FLUSH WOOD BEAM/LEDGER MIU COCOON HOUSE TJI MEMBER TO SILL PLATE OR STEEL BEAM UNLESS OTHERWISE NOTED ON THE PLANS,APA SUB-FLOORING AND ROOF SHEATHING SHALL BE LAID UP WITH GRAIN STRENGTH AXIS)PERPENDICULAR TO 2x4,2x6,2x8 STUDS HF KD stud � or LESSER DEPTH FLUSH WOOD BEAM ITS(LBV Z) SUPPORTS(JOISTS,TRUSSES,efc.)AND IN A STAGGERED PATTERN AND NAILED 6'oc TO FRAMED PANEL EDGES,@ 4"oc OVER SHEAR WALLS AND 12"oc TO 2929 PINE STREET STUDS AND BLOCKING AT SHEARWALLS DF KD No.2 @ � @ 2-TJI MEMBER TO SILL PLATE OR STEEL BEAM INTERMEDIATE SUPPORTS. SEE NOTES ABOVE FOR NAIL SIZES. ALL SUB-FLOORING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE EVERETT WA 2x4 PLATES � DF KD standard or LESSER DEPTH FLUSH WOOD BEAM MIT LBV Z ' 2x6,2x8 PLATES DF KD No.2 � � SUPPORTED WITH SOLID BLOCKINGlFRAMING. ALL ROOF SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED 9HZO'I 2x,3x,4x TREASED PLATES/LEDGERS DF KDAT No.2 WITH SOLID BLOCKINGIFRAMING WHERE INDICATED ON THE STRUCTURAL DRAWINGS OR AS REQUIRED BY THE ROOFING MANUFACTURER. GLUE SUB-FLOORING 4x,6x, LSL,LVL or PSL BEAM TO FLUSH WOOD BEAM/LEDGER HU MAX(HHUS Z) TO ALL SUPPORTS WITH ADHESIVE CONFORMING TO APA SPEC.AFG-01 IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALLOW 1l8"GAP AT ALL MOISTURE CONTENT AT TIME OF COVER: AT TIME OF APPLICATION OF FINISH,GYPSUM WALLBOARD,etc.TO MEMBERS,FRAMING LUMBER,PRE-MFR TRUSSES, 4x,6x, LSL,LVL or PSL BEAM TO SILL PLATE OR STEEL BEAM PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. WHERE BLOCKED FLOOR AND ROOF DIAPHRAGMS ARE WDICATED,PROVIDE FLAT 2x BLOCKING AT ALL GLU-IAMINATED MEMBERS,PLYWOOD WEB JOISTS,LSL,PSL AND LV�MEMBERS SHALL HAVE 15%MAX.MOISTURE CONTENT. (EXCEPTION: PROVIDE LOWER MOISTURE or LESSER DEPTH FLUSH WOOD BEAM HWU(HWU HDG){LBV AT 1 3/4 LSULVL} UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. CONTENT IF REQUIRED BY FINISN MATERfAL SPECIFICATIONS). 4x or 6x POST TO CONCRETE BELOW CBSQ-SDS2(HDG) AT TIM�OF APPLICATION OF EXTERIOR FINISH(ROOFING, BUILDING ENVELOPE,etc.)TO APA RATED SHEATHING,SHEATHING SHALL HAVE MAX MOISTURE CONTENT 4x or 6x POST TO WOOD BEAM ABOVE AC MAXIACE MAX(ACZ MAX/ACEZ MAX) ' REQUIREDBY EXTERIOR FINISH SPECIFICATION. SHEATHWG SHALL HAVE 15/o MAX.MOISTURE CONTENT AT TIME OF APPLICATION OF INTERIOR FINISH(INSULATION, GYPSUM WALLBOARD,etc.) WpOD BEAM TO WOOD BEAM THAT BEARS ON POST HW W/OFFSET TOP FLANGE ALLOW FOR 3l8"OF WOOD SHRINKAGElCOMPRESSION AT EACH LEVEL(INCLUDING FOUNDATION). VALUES ARE CUMULATIVE FOR THE HEIGHT OF THE BUILDING, 1 10/0212017 ADDENDUM 1 BUILDING SYSTEMS SUCH AS MECMANICAI,ELECTRICAL,PLUMBING,FIRE SPRINKLERS,etc.SHALL HAVE FLEXIBLE COMPONENTS THAT ACCOUNT FOR THE POTENTIAL MARK DATE DESCRIPTION B WOOD SHRINKAGE/COMPRESSION. ARCHITECTURAL FINISHES SHALL ALSO ACCOUNT FOR THE POTENTIAL WOOD SHRINKAGE/COMPRESSION. B REVISIONS GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK WOOD FASTENERS AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTORS. BUILDING DEPARTMENT INSPECTION IS REQUIRED PRIOR TO CQVERING GLUED LAMINATED MEMBERS. ALL BEAMS UON SHALL BE DOUGLAS FIR FASTENERS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UON. SPLITTING SHALL BE AVOIDED AT ALL WOOD FASTENERS: COMBINATION 24F-V4-1.8E. CORRIDOR CROSS BEAMS AT ROOF AND ALL COLUMNS SHALI.BE DOUGLAS FIR COMBINATION 3 GRADE L2D. , STEEL TO WOOD or WOOD TO WOOD CONNECTION BOLTS ASTM A307 TIMBERSTRAND LAMINATED STRAND LUMBER(LSLI,MICROLLAM LAMINATED VENEER LUMBER ILVL),AND PARALLAM PARALLEL STRAND LUMBER(PS,L� SHALL BE ANCHOR RODS(7°EMBED UON) ASTM F1554 GRADE 36 W/THREADED ENDS AND WELDED NUT AT END DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE ICC EVALUATION SERVICE REPORT ESR-1387. EACH PIECE SHALL BEAR (HIGHER STRENGTH AT HOLDOWNS WHERE NOTED) THE REQUIRED IDENTIFICATION MARKS SPECIFIED W THE ICC REPORT. ALL LAMINATED STRAND LUMBER SHALL BE MANUFACTURED IN A CONTINUOUS PROCESS WITH LAG SCREWS ANSI/ASME STANDARD 618.2.1 � ALL STRANDS AND GRAIN PARALLEL TO THE LENGTH OF THE MEMBERS. ADHESIVES SHALL BE AS SPECIFIED IN THE ICC REPORT. , WOOD SCREWS ANSI/ASME STANDARD B18.6.1 MINIMUM STRENGTH,STIFFNESS,AND DIMENSIONAL CRITERfA ARE NAILS ASTM F1667 Fb= 1,700 psi,E=1,300,000 psi, Fv=310 psi,Width=31/2" 1.3E LSL Headers(71/4"depth or less) FASTENER BENDING YIELD STRENGTHS Fyb SHALL CONFORM TO 2015 NATIONAL DESIGN SPECIFICATION 11. Fb=2,325 psi, E=1,550,000 psi,Fv=310 psi,Width= 1 3/4"and 31/2" 1.55E LSL Headers(9112"depth or more) Fb=2,600 psi, E=2,000,000 psi,Fv=285 psi,Width= 1 3/4" 2.OE LVL Headers NAIL SIZES ARE SPECIFIED AS FOLLOWS. IF THE CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS(INCLUDING LONGER NAILS),THEY SHALL SUBMIT NAIL Fb=2,900 psi, E=2,200,000 psi,Fv=290 psi,Width=31/2",51/4",7" 2.2E PSL Headers SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)FOR REVIEW AND ACCEPTANCE. Fc=2,500 psi, E= 1,800,000 psi 1.8E PSL Posts D 12l08/2017 BASE CONTRACT PERMIT SIMPSON HARDWARE UON SEE CATALOG RESUBMITTAL DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATIVE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND MSTA STRAPS DIRECT TO FRAMING ,148 x 9 1!2" ACCEPTANCE BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATIVE HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED MSTA STRAPS OVER SHEATHING ,148 x 21l4" C 10/06/2017 PERMIT SET THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS CS STRAPS DIRECT TO FRAMING .131 x 1 1l2" B 09122/2017 BASE CONTRACT BID SET PROVIDED. CS STRAPS OVER SHEATHING .131 x 21/2° SIMPSON HANGERS W!16d OR 10d OPTIONS .162 x 3112" A 08/25/2017 DESIGN DEVELOPMENT SEE PLYWOOD WEB JOIST NOTE BELOW REGARDING SUBSTITUTIONS AT RIM/BLOCKING MEMBERS AT SHEARWALLS. • FLOOR APA SHEATHING .131 DEFORMED SHANK x 2 1/2" MARK DATE DESCRIPTION PREFABRICATED WOOD I-JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHEQ ROOF APA SHEATHING .131 x 21/2" AND WSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLfSHED SPECIFICATIONS. JOISTS SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH WALL APA SHEATHING .148 x 21/4° ISSUE INFORMATION THE STANDARDS SET FORTH IN THE ICC EVALUATION SERVICE REPORTS ESR-1387 AND ESR-1153. EACH PIECE SHALL BEAR THE REQUIRED IDENTIFICATION MARKS SPECIFIED IN THE ICC REPORTS. ALL NECESSARY BRIDGING,BLOCKING, BLOCKING PANELS,STIFFENERS, ETC.,SHALL BE DETAILED AND FURNISHED BY THE MEMBER TO MEMBER FACENAILING UON .131 x 3° MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. BOTTOM PLATE NAILING TO FRAMING BELOW .131 x 31/2" PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. PROJECT NO.: 2016030,00 TOENAILING UON .131 x 3° DESIGN SHOWN ON PLANS IS BASED ON TRUS-JOIST TJI JOISTS MANUFACTURED BY WEYERHAEUSER. ALTERNATIVE PREFABRICATED WOOD f-JOIST MANUFACTURERS PRINCIPAL IN CHARGE: MAY BE USED SUBJECT TO REVIEW AND ACCEPTANCE BY THE ARCHITECT AND STRUCTURAL ENGWEER. ALTERNATIVE JOISTS SHALL MATCH THE LATEST PUBLISHED WHERE HU/HUC HANGERS ARE SPECIFIED, MAX NAILING(PER SIMPSON CATALOG)IS REQUIRED,TYP, WHERE HUMAX/HUCMAX HANGERS ARE SUPPORTED FROM 1 PROJECT MANAGER: Michael Nouwens SECTION PROPERTIES OF SPECIFIED JOISTS INCLUDING FLEXURAL STRENGTH,STiFFNESS,SHEAR STRENGTH,AND MAXIMUM END REACTION. 3/4"WIDE LSL BEAMS, USE.148 x 1 1/2"NAILS FROM HANGER TO SUPPORTING LSL BEAM. WHERE HUCMAX HANGERS ARE REQUIRED AT ENDS OF 1 3/4"WIDE LSL � BEAMS,ONE FLANGE SHALL BE CONCEALED. OWNER APPROVAI: ALTERNATIVE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD �J A CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH WOOD f-JOIST PROVIDED. SHEATHING FASTENERS SHALL BE DRIVEN SO THAT HEAD OR CROWN IS FLUSH WITH SHEATHING SURFACE. 3l8"MIN.EDGE DISTANCE SHALL BE MAINTAINED ON (n A SHEATHING FASTENERS. � NOTE: FLOOR LIVE LOAD DEFLECTtONS SHALL BE LIMITED TO SPAN/48Q(SPAN/360 AT 100 PSF LIVE LOAD). � SHEET TITLE FASTENERS EXPOSED TO EARTH OR WEATHER OR PLACED IN PRESERVATIVE-TREATED OR FIRE-RETARDANT-TREATED WOOD SHALL BE AS FOLLOWS: SPECIFIED WOOD I-JOISTS AT FLOORS HAVE BEEN DESIGNED FOR A MINIMUM TJ-PRO RATING OF 45 IN ADDITION TO THE MAXIMUM ALLOWABLE DEFLECTIONS NOTED W G EN ERAL STRUCTURAL ABOVE. ALTERNATIVE FRAMING MEMBERS AT SHEARWALL RIM/BLOCKING LOCATIQNS MAY BE USED,PROVIDED ICC REPORTS OR MANUFACTURER'S TEST DATA ARE 1. FASTENERS IN CONTACT WITH UNTREATED WOOD EXPOSED TO EARTH OR WEATHER OR IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHEALL BE HOT- a SUBMITTED. THE SUBMITTED DATA SHALL VERIFY THE ABILITY OF THE ALTERNATIVE MEMBERS TO PROVIDE EQUNALENT OR GREATER SHEAR CAPACITIES USING THE DIPPED ZW-COATED GALVANIZED STEEL(PER ASTM A123 AND A153),STAINLESS STEEL, SILICONE BRONZE,OR COPPER. FASTENERS OTHER THAN NAILS,TIMBER NOTES SPECIFIED NAIL AND ANCHOR SIZES AND SPACINGS. RNETS,WOOD SCREWS,STAPLES AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZIN COATED STEEL WITH COATING WEIGHTS IN �-- ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM. () a CONTINUOUS ROD HOLDOWN SYSTEM: THE CONTINUOUS ROD HOLDOWN SYSTEM SPECIFIED ON THE DRAWINGS SHALL BE TME EARTHBOUND SYSTEM USING THE 2. EXCEPTION: FASTENERS IN CONTACT WITH SBXIDOT AND ZIN$ORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR,DRY ENVIRONMENT SHALL BE � M SLACKJACK SHRINKAGE COMPENSATING DEVIGE(ICC ESR-2848)AS SUPPLIED BY INQUEST ENGINEERING OR APPROVED EQUAL. THE HOLDOWN SYSTEM SHALL BE PERMITTED TO BE PLAIN CARBON STEEL. � FULLY SELF-COMPENSATING OR SELF-TIGHTENING FOR ANTICIPATED WOOD SHRINKAGE/COMPRESSION INDICATED IN THE GENERAL STRUCTURAL NOTES. SHRINKAGE 3. FASTENERS IN CONTACT WITH FIRE-RETARDANT-TREATED WOOD IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE HOT-DIPPED ZING I'� SHEET N0. � COMPENSATING DEVICES SHALL BE LOCATED AT EVERY LEVEL. PROPOSED SUBSTITUTIONS FOR THE SPECIFIED HOLDOWN SYSTEM SHALL HAVE SHRINKAGE COATED GALVANIZED STEEL(PER ASTM A123 ANd A153),STAINLESS STEEL,SILICON BRONZE,OR COPPER. FASTENERS OTHER THAN NAILS,TIMBER RIVETS, Z � N COMPENSATING DEVICES CONFORMING TO THE LATEST EDITION OF ICGES ACCEPTANCE CRITERIA AC316 AND SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER WOOD SCREWS,STAPLES AND LAG SCREWS SHRLL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZiNC COATED STEEL WITH GOATWG WEIGHTS IN Q � FOR REVIEW AND AGCEPTANCE PRIOR TO INSTALLATION. SUBMITTALS FOR HOLDOWN SYSTEMS SHALL INCLUDE THE APPLICABLE ICC REPORT(S)ANQ SHALL BE ACCORDANCE WITH ASTM B 695,CLASS 5 MWIMUM. (, � STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 4. FASTENERS IN CONTACT WITH FIRE-RETARDANT-TREATED WOOD IN DRY INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S S�O� � • � RECOMMENDATIONS. IN THE ABSENCE OF SUCH RECOMMENDATIONS,THE REQUIREMENTS IN NOTE 2 ABOVE SHALL APPLY. W Q � 0 a m COPYRIGHT MNSC.ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 24"X�6" 1 2 3 4 5