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

1 2 3 4 5 WHERE MULTI-STUD POST OCCUR5 ABOVE,SEE MIII.TI-STUD POST AT N0. OF 2x STUDS IN BUILT-UP POST (12).131 x 3"NAILS @ 4"oc .131 x 3 NAILS @ 12"oc CONDITION AT"DROPPED BEAM PARALLEL TO WALL" LEVEL ABOVE AT SOME FOR BLOCKING RE4MNTS THROUGH INTERMEDIATE AT EACH SIDE QF SPUCE. ELSEWHERE. BEAM PER PLAN. BEAMIHEADER BEIOW INDICATED LEVEL LEVELS AS WELL AS BLOCKING AT SIDES OF BEAM. ��-ATIONS. SPAN 2 3 ROOF Z � 1 1/2" WOOD BEAM PER PIAN. BLOCKING T ROUGH v� CONT.TOP pi'S. OF BEAM ��SIDE INTERMEDIATE LEVELS. I I ( � 3'-3" 2/2 2/2 2/2 � � 1301 First Avenue, Suite 301 J I WHERE MULTI-STUD POST 3'-4"to 6'-0" 3l2 2!2 2!2 Seattle, WA 98101 r OCCURS ABOVE, PROVIDE htt //www. I TOP CHORD SPLICE. �_ ( MATCHING STUDS IN THIS CONT.TOP pl'S OR SPAN � ZONE. p� gg o.com A34'CLIP TOP&BOT (2)PLATES BETWEEN 6'-1"to 8'-0" 4/3 3/2 2/2 AS SHOWN. ADJACENT STUDS. HEADER PER PLAN D BOTTOM CNORD SPLICE. 8'-1"to 10'-0" 5/4 4/3 2/2 � MULTIPLE STUD POST AS � INDICATED ON TABLE.PROVIDE (THESE DETAILS ALSO APPLY P ICE TO OCCUR AT cl (2}STUDS MIN.SEE 6/S410 FQR WHERE 4x OR 6x POSTS M I C H A E L N O U W E N S OF STUDS TYP. LOAD TRANSFER THROUGH OCCUR WITHIN STUD WALLS) N0.OF 2x6 or 2x8 STUDS,TYP. StructUral Consultants INTERMEDIATE WOOD LEVEL(S). (2)STUDS MINIMUM(KING+ N0.OF 2x4 STUDS,TYP. 6'-0"MIN. BETWEEN SPLICES TRIMMER). WHERE MORE THAN shoreline, wA 981�� (2)STUDS INDICATED ON TABLE, michael@nouwens-structural.com PROVIDE(2)TRIMMERS AND www.nouwens-structural.com WHERE PLATE QISCONTINUITIES ARE CREATED BY BEAMS,PIPES,etc. FLUSH WOOD BEAM PARALLEL TO STUD WAIL WOOD BEAM PERP.TO STUD WALL DROPPED WOOD BEAM PARALLEL TO STUD WALL REMAINDER AS KING STUDS. NOTE: TABLE APPLIES UNLESS POST SPECIFICALLY P 206.546.8446 9/ 410 FOR ADD'L INFORMATION. INDICATED ON PLAN. ,;��, TYPICAL TOP PLATE SPLICE �� MULTI-STUD POSTS AT WOOD BEAMS AND HEADERS � 1 � 2 }-- - - - �� PROJECTED AREA OF SOLID L L•N(� BL�CKING SHALL MATCH PROJECTED �we PENETRATIONS THROUGH STUDS AND PLATES AT EXTERIOR WALLS AND INTERIOR AREA OF POST ABOVE. SPREAD STRUCTURAL(BEARING AND/OR SHEAR)WALLS SHALL CONFORM TO THE LIMITATIONS IN MULTI-STUD POST BLOCKING APART AROUND JOIST. THESE NOTES. PENETRATIONS NOT CONFORMING TO THE NOTED LIMITATIONS SHALL BE � MULTI-STUD POST SEE NOTE 4 FOR REQUIREMENTS � SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND POSSIBLE ADDITION OF '� SOLID BLOCKING TO MATCH '~ AT TOP PLATE PENETRATIONS 0.25D � 24644 � WIDTH AND LENGTH OF inax REINFORCING. S4LID BLOCKING TO MATCH MULTI-STUD POST ABOVE. LENGTH OF MULTI-STUD POST TYP NOTCH RESTRICTIONS AT STUDS X HARDWARE REQUIRED TO PROTECT PIPING,WIRING,etc FROM FASTENERS IS NOT ADDRESSED SI�NAL"� ABOVE. EXTEND BLOCKING TO � �o MIN SPACING ALLOWED � IN THIS DETAIL. RECOMMENDATIONS SHALL BE PROVIDED BY OTHERS. 'I2-H-ZO'I7 INSIDE FACE OF STUD WALL AS BETWEEN NOTCHED/BORED SHOWN. _ _ _ _ _ _ HOLES IN STUDS AND PLATES o � AT INTERIOR WALL,REMOVE 1. NO PENETRATIONS ARE ALLOWED IN MULTIPLE STUDS AT HOLDOWNS OR IN MULTIPLE LSL/PSL RI . II TJI/LSL BLOCKING OR RIM AT �� „ TJI JOIST WITHIN PROJECTED DO NOT EXCEED A COMBINED TOTAL 0 STUDS AT BEARING POSTS. PROJECT: �� N I OF 3 NOTCHED and/or BORED HOLES 2. MULTIPLE NOTCHES and/or BORED HOLES SHALL NOT OCCUR WITHIN SAME CROSS C POST BLOCKING. AREA OF POST ABOVE. � � Cocoon House Youth AT EXTERIOR WALL,LSUPSL �I IN EACH STUD. SECTION OF STUD OR PLATE. RIM TO REMAIN. - - - - - - JOIST DIRECTION BORED HOLES CAN BE 0.60D - 3. TOP PLATE PENETRATIONS SHALL NOT OCCUR WITHIN STUD BAY THAT SUPPORTS Center - Base Contract C VARIES PER PLAN. TJI RIM/BLKG: REMOVE AT POST BLOCKING. MAX IF STUD IS DOUBLED AND 5/8" STRUCTURAL MEMBER BEARING ON TOP PLATES IN THAT BAY. LSUPSL RIM/BLKG: CAN REMAIN IN PLACE HEIGHT OF POST BLOCKING SHALL NO MORE THAN(2)SUCCESSIVE MIN. 4. TOP PLATE PENETRATIONS CONFORMING TO NOTE 3 AND BOTTOM PLATE PENETRATIONS AND COUNT TOWARD POST BLOCKING REQMNT BE 1/16"TALLER THAN ADJACENT STUDS ARE DOUBLED AND SO JOIST. BORED ARE LIMITED AS FOLLOWS: MULTI-STUD POST � -BOTTOM PLATE PENETRATIONS AT CONCRETE FOUNDATIONS SHALL BE SUBMITTED TO TYP BORED HOLE 0.40D STRUCTURAL ENGINEER FOR REVIEW. STRAPS AT TREATED PLATES SHALL BE RPSZ. RESTRICTIONS AT STUDS -PROVIDE RPS22 STRAP ON SIDE OF PLATE AND CENTERED ON 5 1/2"MAX LENGTH HOLES M�� OR NOTCHES GREATER THAN 0.5D IN WIDTH. STRAP NAILS SHALL BE 0.148 x 1 1/2". INTERIOR WALL ADJACENT INTERIOR WALL INTERIOR AND EXTERIOR WALL(JOIST BEARING AT POST) HOLES/NOTCHES SHALL BE D-5!8"MAX IN WIDTH. TO OPENING OR EXTERIOR SEE NOTE 4 AT BOTTOM I WALL PLATE PENETRATIONS -PROVIDE RPS28 STRAP ON SIDE OF PLATE AND CENTERED ON 12"MAX LENGTH HOLES � OR NOTCHES GREATER THAN 0.5D IN WIDTH. STRAP NAILS SHALL BE 0.148 x 1 1/2". HOLES/NOTCHES SHALL BE D-5/8"MAX IN WIDTH. PROJECT ADDRESS: (THESE DETAILS ALSO APPLY -PLATE PENETRATIONS CANNOT OCCUR IN ADJACENT STUD BAYS WITHOUT ADDITIONAL � WHERE 4x,6x or PSL POSTS STRUCTURAL REVIEW. �, OCCURWITHINSTUDWALLS) ; , WOOD STUD AND PLATE PENETRATIONS EVE E�TBWA98201 � �, THRU-FLOOR BLOCKING AT MULTI-STUD POSTS �� �, 6 ; ; g ; _ _ _ � 1. PLACE STRAPS OVER APA SHEATHING. OWNER: ' PANEL EDGE NAIL TO FULL --► ' WHERE APA SHEATHING COCOON HOUSE 2. STRAP NAILS SHALL BE.148 x 21/4". , � HEIGHT VERTICAL MEMBER(S} . OCCURS EA.SIDE OF 2929 PINE STREET 3. PROVIDE 3x BLOCKING PER SECTION AT : E4•SIDE OF OPENING �-TYP U 18"AT CS16 WALL,THIS DETAIL EVERETT, WA OCCURS EA.SIDE OF 98201 RIGHT TO RECEIVE STRAP NAILING WHERE ' 'I ' 25"AT CMST16 WALL. NO OTHER FRAMING IS PRESENT. � ' ANCHOR RODS FROM BOTTOM PLATE MEMBER TO RIM / BLOCKING MEMBER RIM / BLOCKING CONN. AT SHEARWALLS W6A W66,wa,2wa: PANEL EDGE FRAMING SIZE SILL PLATE TO NAILING TO MEMBER FACE OVER TOP PLATES TO TOP PLATES PROVIDE 2-2x6 CONT.AT HEAD AND SILL AND OPENING SW 15/32"APA NAILING AT ADJOINING CONCRETE WOOD BELOW NAILING FLOOR ROOF LSL or PSL 2X SHEAR PROVIDE CS16 STRAP AT EACH CORNER ON 2x6 • WITHIN • BASE CONTRACT PERMIT FURTHESTAWAY FROM OPENING. STAGGER � . MARK SHEATHING (.148 x 2 1/4"� PANEL EDGES (5/8"c� W/7"EMBED ' � CAPACITY 5 12/08/2017 RESUBMITTAL PANEL EDGE NAILING TO 2-2x6. (AT 2x8 WALLS, ' SHEARWALL ) (.131 x 3 1/2' uon) (.131 x 3') MEMBER MEMBER RIM/BLKG RIM/BLKG • 2 10/09/2017 ADDENDUM 2 SUBSTITUTE 2x8 HEAD AND S1LL MEMBERS FOR � SEE NOTE 1 SEE NOTE 2 SEE NOTE 3 SEE NOTE 4 SEE NOTE 5 SEE NOTE 6 SEE NOTE 7 SEE NOTE 8 SEE NOTE 9 SPECIFIED 2x6 MEMBERS). � , 1 10/02/2017 ADDENDUM 1 AT REMAINING SHEARWALL MARKS: ; : W6A ONE SIDE 6"oc 2x 72"oc in 2x plate 6"oc 6"oc (1) 1 3/4°LSL TOENAIL @ 6"oc TOENAIL @ 6"oc 150 plf MARK DATE DESCRIPTION B PROVIDE 3-2x6 CONT.AT HEAD AND SILL AND PROVIDE CMSTC16 STRAP AT EACH CORNER ' • EXTEND STRAPS TO W66 ONE SIDE 6"oc 2x 52"oc in 2x plate 6"oc 5"oc (1) 1 3/4"LSL LTPS @ 16"oc RBC @ 14"oc 310 plf REVISIONS ON 2-2x6 FURTHEST AWAY FROM OPENING. , ' FAR ENDS OF . � STAGGER PANEL EDGE NAILING TO 3-2x6. . SHEARWALL EXTENT PER PLAN. . SHEARWALLS AS p (1) 1 3/4"LSL � LTP5 @ 16"oc RBC 9' oc � (AT 2x8 WALLS,SUBSTITUTE 2x8 HEAD AND • PROV�DE SHEATHING AND SHOWN W4 ONE SIDE 4"oc 3x 34"oc in 2x late 4"oc 3 1/2"oc �, @ ' 460 pif . � SILL MEMBERS FOR SPECIFIED 2x6 MEMBERS). ' NAILING PER SCHEDULE AT FULL ' W3 ONE SIDE 3"oc 3x 27"oc in 2x late 6"oc �� " p � HEfGHT SECTIONS AS WELL AS � p (2)@ (2)@ 5"oc (1)31/2 LSL o LTP5 @ 12"oc RBC @ 7 oc 600 If WHERE HOLDOWNS ARE INDICATED ON PLAN i . ABOVE AND BELOW OPENINGS. . � � OR ON SCHEDULE,PROVIDE AT WALL ENDS --�- i ' • � W2 ONE SIDE 2"oc 3x 21"oc in 2x plate (2)@ 41/2"oc (2)@ 4"oc (1)31/2"LSL � LTP5 @ 9"oc RBC @ 51/2"oc 770 plf UON ON PLAN. I ' ' ( . � 2Q 2W4 EACH SIDE 4"oc 3x 22"oc in 3x plate (2)@ 4"oc (2)@ 3 1/2"oc (1)3 1/2"LSL �; LTP5 @ 8"oc N/A 920 pif 1 NO JOINTS IN HEAD AND SILL MEMBERS AT OPEIdING I w �� OPEN 1 NGS WITH I N SH EARWALL EXTENTS 2W3 EACH SIDE 3"oc 3x 16"oc in 3x plate (3)@ 4 1/2"oc (3)@ 4"oc (1)5 1/4"PSL `�' LTP5 @ 12"oc N�q 1,200 plf � EA. SIDE I -- -- (2) 114 x 4 1/2 SDS LTP5 @ 9"oc �� i 2W2 EACH SIDE 2"oc 3x 12"oc in 3x plate SCREWS 8"oc (3)@ 31/4"oc (1)51/4"PSL N/A 1 540 if �� @ EA.SIDE � P D 12/08/2017 BASE CONTRACT PERMIT 3 RESUBMITTAL 1. INSTALL SHEATHING PANELS EITHER HORIZONTALLY OR VERT4CALLY. ALL PANEL EDGES SHALL FALL ON A FRAMING MEMBER;BLOCK ALL UNFRAMED PANEL EDGES. PANEL EDGES ON OPPOSITE SIDES OF WALL SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALLOW 1/8" C 10/06/2017 PERMIT SET 3x AT SHEARWALLS FACE SPACING AT APA SHEATHING PANEL EDGES AND ENDS(SEE DETAILS WHERE LARGER GAP REQUIRED). WHERE SHEARWALL EXTENT INCLUDES OPENtNGS,SHEARWALL SHEATHING AND NAILING IS ALSO REQUIRED ABOVE AND BELOW OPENING(S). SEE 7/S401 FOR ADD'L REQUIREMENTS SHEATHING NAILS FACE NAIL PANEL NAIL W3 AND WZ PANEL NAII AT OPENINGS. @ 6"oc. NAIL B 09/22/2017 BASE CONTRACT BID SET FACE NAIL 2. PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES,TOP AND BOTTOM PLATES,AND STUDS AT HOLDOWNS(SEE HOLDOWN DETAILS FOR MORE SPECIFIC REQUIREMENTS). FIELD NAILING SHALL BE AT 12"oc. WHERE SHEARWALL EXTENT INCLUDES OPENINGS, PANEL EDGE NAILING A 08/25/2017 DESIGN DEVELOPMENT ALSO APPLIES TO FULL HEIGHT VERTICAL MEMBER(S)EA.SIDE OF OPENING. MARK DATE DESCRIPTION PANEL NAIL 3. FRAMING AT INTERMEDIATE MEMBERS SHALL BE 2x MINIMUM. AT ADJOINING PANEL EDGES,2-2x MEMBERS CAN BE SUBSTITUTED FOR SPECIFIED 3x MEMBER IF 1)2-2x MEMBERS ARE FACENAILED TOGETHER PER"MEMBER TO MEMBER FACENAILING"COLUMN AND 2)MEMBERS DO NOT ISSUE INFORMATION FACE NAIL SPLIT WHEN FACENAILED AND EDGE NAILED. THIS SUBSTITUTION IS NOT ALLOWED AT 3x BOLTED SILL PLATES. STAGGER PANEL EDGE NAILING AT ADJOINING PANEL EDGES AT ALL SHEARWALLS. 3x AT SHEARWALLS 4. PROVIDE.229"THICK STEEL PLATE WASHER AT ANCHOR RODS THROUGH SHEARWALL SILL PLATES. PLATE WASHER SIZES SHALL BE 3"x 3"AT 2x4 WALLS,3"x 4 1/2"AT 2x6 WALLS AND 3"x 6114"AT 2x8 WALLS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2"OF SHEATHED EDGE(S)OF PANEL NAIL W3 AND W2 SILL PLATES. PLATE WASHER HOLE CAN BE DIAGONALLY SLOTTED 1 3/4"MAX LONG x(ROD DIAM.+3/16")MAX WiDE PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE NUT AND THE PLATE WASHER. STAGGER PANEL EDGE NAILING INTO ALL ANCHORED SILL PLATES. SEE PROJECT NO.: 2016030.00 GENERAL STRUCTURAL NOTES FOR REQUIRED END DISTANCES AT ANCHOR RODS. SEE GENERAL STRUCTURAL NOTES FOR FASTENER AND HARDWARE TREATMENTS AT PRESSURE-TREATED WOOD APPLICATIONS. PRINCIPAL IN CHARGE: PANEL NAIL PANEL NAIL FACE NAII 5. WHERE MULTIPLE ROWS OF NAILS ARE APPLIED TO A RIM/BLOCKING MEMBER(INCLUDING FLOOR/ROOF DIAPHRAGM NAILING),ROWS SHALL BE OFFSET 1/2"MIN.AND STAGGERED. PLATE NAILING SHALL CONFORM TO REQUIREMENTS FOR WALL ABOVE RIM/BLOCKING. REQUIRED PROJECT MANAGER: Michael Nouwens PANEL NAIL MINIMUM END DISTANCES FOR FASTENERS INTO RIM/BLOCKING MEMBER=2 3i4". AT 2W2, REPLACE SILL PLATE NAILS WITH SDS SCREWS AS NOTED. OFFSET ROWS OF SDS SCREWS 1 1/2"MIN AND STAGGER ROWS. F- (DIVIDE FACE PANEL NAIL W OWNER APPROVAL: NAILING AMONG 6. MEMBER TO MEMBER FACENAILING REQUIREMENTS APPLY TO"SHEAR WALL STUD TO STUD NAILING"DE7AIL AND AS INDICATED IN NOTE 3. STAGGER NAILING WHERE MULTIPLE ROWS ARE INDICATED. V� A THESE(2) H MEMBERS). 7. RIMlBLOCKING QUANTITIES AND SIZES SNALL CONFORM TO REQUIREMENTS FOR WALL BELOW RIM/BLOCKING. � � SHEET TITLE 8. FACE OF RIM/BLOCKING MEMBER SHALL BE PLACED FLUSH WITH EDGE OF TOP PLATES AND LTP5 SHALL CONNECT FACE OF RIM/BLOCKING WITH SIDE OF TOP PLATES. ORIENT LTP5 W/LONG DIRECTION PARALLEL TO PLATES AND PLACE BOTTOM EDGE OF LTP5 FLUSH W!BOTTOM EDGE w FRAMING VARYING WALL WIDTH WALL CORNER WALL INTERSECTION OF UPPER TOP PLATE. RIM/BLOCKING CONNECTION TO TOP PLATES SHALL CONFORM TO REQUIREMENTS FOR WALL BELOW RIM/BLOCKING. SEE GEN.STRUCT. NOTES FOR TOENAIL INFO. SUBSTITUTE A35 CLIPS FOR SPECIFIED LTPS CLIPS WHERE CONNECTION OCCURS FROM SIDE OF a RIM/BLOCKING TO TOP OF TOP PLATES. (ALSO APPLIES WHERE SHEAR � IL WALL SHEATHING IS INTERRUPTED 9. RBC CLIPS SHALL ATTACH FACE OF 2x MEMBER TO EITHER TOP OR SIDE OF TOP PtATES BELOW;FIELD BEND CLIP TO DESIRED ANGLE ONE TIME ONLY. A MAXIMUM 3/4"GAP IS ALLOWED BETINEEN THE 2x MEMBER AND THE TOP PLATES. RtM/BLOCKING CONNECTION TO TOP PLATES V 1. DETAILS APPLY AT ALL SHEAR WALLS. (INCLUDING WHERE SHEAR WALLS INTERSECT OTHER STRUCTURAL WALLS.) BY INTERSECTING WALLS.) SHALL CONFORM TO REQUIREMENTS FOR WALL BELOW RIMlBLOCKING. SEE GEN. STRUCT. NOTES FOR TOENAIL INFO. � 2. SEE SHEAR WALL SCHEDULE AND GENERAL STRUCTURAL NOTES FOR WALL SHEATHING,PANEL NAILING,AND FACE NAILING REQUIREMENTS. Q � SHEET N0. ;'��, SHEARWALL STUD TO STUD NAILING �� SHEARWALL SCHEDULE � �, � 6 _ _ � _ .4� � 18 � " S � �- �, W � a m COPYRIGHT MNSC.AlL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 24"x36" 1 2 3 4 5