600 LAUREL DR 2019 Plans 2022-12-06

HV 1 e SHEATHING PER SW SHEARWALL SCHEDULE (NOT ALL USED ON PLANS) HarriottValentine Engineers Inc. 1 m SCHEDULE 1932 First Avenue, Suite 720 SHEARWALL .„., i 1 I MARK SHEATHING STUDS AT PANEL EDGE RIM JOIST OR BLOCKING TO TOP PLATE BOTTOM PLATE ATTACHMENT Seattle,Washington 98101-2447 • PER PLAN ABUTTING NAILING3'4 tel 206 624 4760 fax2064476971 T—f 1 ONE—SIDED 0 SOLID RIM TJI RIM BOTTOM PLATE TO ANCHOR BOLT SILL PLATE www.harriottvalentine.com .� STRAP PER PLANT- WRAP SHEARWALL PANEL RIM JOIST BELOW 4 TO CONCRETE AT FOUND. cli UNDER HEADER AND UP 11 INSIDE FACE OF HEADER SW1 15/32" CDX PLYWOOD 2x 8d @ 6"oc A35 @ 24"oc 16d @ 6"oc 16d @ 6"oc 5/8"0 @ 48"oc 2x ll ii = w° _ \ SW2 15/32" CDX PLYWOOD 2x 8d @ 4"oc A35 @ 15"oc 16d @ 4"oc 16d @ 4"oc 5/8"O @ 32"oc 2x fl- Ill _ _- \ �- / SHEATHING PER SW ,� - 5 n n It SCHEDULE SW3 15/32" CDX PLYWOOD 3x 8d @ 3 oc A35 @ 12 oc N/A USE SOLID RIM 16d @ 3 oc /8 0 @ 16 oc 2x k r\ � = L / �, " / " 5/ » >, �� SW4 15 32 CDX PLYWOOD 3x 8d @ 2 oc A35 @ 9 oc N A - USE SOLID RIM 16d @ 2 oc 8 � @ 12 oc 2x 71 F q . • L II - -_ TWO—SIDED oQ ® f�- STAGGER ANCHORS SW5 15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ 3"oc A35 @ 6"oc N/A - USE SOLID RIM (2) ROWS 16d @ 3"oc 5/8"0 @ 12"oc 3x \! HEADER SHEARWALL AT TWO-SIDED SW6 15 32" CDX PLYWOOD BOTH SIDES 3x 8d @ 2"oc A35 @ 41/2"oc N/A - USE SOLID RIM (2) ROWS 16d @ 2"oc 5 8"0 @ 12"oc 3x W � SHEARWALLS / / / / ® PROVIDE STRAP AT EACH 1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. 7/16" APA RATED w° END OF HEADER TO MATCH ANCHOR BOLT WITH PLATE �� SHEATHING PER SW SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" CDX. (SECTION) STRAP ABOVE - WRAP WASHER PER SW SCHEDULE SCHEDULE 2. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF (2)2x STUDS IN PLACE OF 3x STUDS - NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. OVER HEADER AND DOWN (0.229"x 3" SQUARE) 3. BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL INSIDE FACE OF HEADER RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d @ 12"oc. 4. 8d NAILS SHALL BE 0.131" DIAMETER x 21/2" (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER x 31/2" (BOX). TYPICAL STRAPPED HEADER TYPICAL SHEARWALL ANCHOR BOLT PLACEMENT 5. ANCHORS TO CONCRETE SHALL CONSIST OF CAST-IN-PLACE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL-THREADS, OR TITEN HD HEAVY DUTY SCREW ANCHORS. 3/4" = 1 '-0" 1 1 -1 /2'' - 1 '-0" 2 CAST-IN-PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J-BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5" EMBED AND SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5" (INSTEAD, USE EPDXY GROUTED ALL-THREADS OR TITEN HD ANCHORS). EPDXY GROUTED ANCHORS SHALL HAVE 5" EMBED AND 21/2" MIN. EDGE DISTANCE. TITEN HD ANCHORS SHALL HAVE 31/2" EMBED AND 13/4" MIN. EDGE DISTANCE. AT ALL ANCHOR BOLTS, PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229" (3 GAUGE) x 3"x 3" (SIMPSON BP5/8-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL. STRAP SCHEDULE 1j 11 SHEARWALL PER PLAN PANEL EDGE NAILING BLOCKING (OR JOIST) \ - BOTTOM PLATE NAILING MARK END LENGTH NAILS NAIL SPACING PER SW SCHEDULE PER FLOOR AND ROOF \ PER SW SCHEDULE n rI �, DETAILS CS16 14" (26) 8d x 21/2" 21/16" SHEARWALL PER PLAN • _T 1 /K \,° 1 , I \ 1 1 w I.: PROVIDE HALF OF SPECIFIED NAILING TO MATCH NAILING TO MATCH JOISTS PER PLAN . . TTTOM PLATE NAILING BOTTOM PLATE NAILING DIR. I w • NAILS IN EACH END LENGTH BO ( VARIES) I i I I , c , £. * '£ 1. 10d AND 12d DIAMETER = 0.148"; 8d DIAMETER - 0.131". _ _ I I :: _ II _ _ II PER SW SCHEDULE PER SW SCHEDULE 2. USE HALF OF THE REQUIRED NAILS IN EACH MEMBER '1-1 \ / PANEL EDGE NAILING FULL DEPTH BLOCKING TOP PLATE CONNECTION K BEING CONNECTED (i.e. IN EACH END LENGTH). SHEARWALL PER PLAN ;._,, r, , PER SW SCHEDULE (OR RIM AT EXTERIOR) PER SW SCHEDULE Ai A hi ' {' � ; - r 1 Ti I I 39927 a PANEL EDGE NAILING �®44, ,,�� ° I SHEARWALL PER PLAN NAILING TO MATCH BLOCK ALL PANEL EDGES - PER SW SCHEDULEp®�y�� ` J PROVIDE 15/8" MIN. END BOTTOM PLATE NAILING _ _ DISTANCE FOR NAILS PER SW SCHEDULE - ANCHOR BOLTS & WASHERS w SILL PLATE PER SW �� PER SW SCHEDULE SHEARWALL PER PLAN I projectContack , � : SCHEDULE Todd Valentine �10111 . - PANEL EDGE NAILING tel 206 624 4760 ex.27 '\ fax 206 447 6971 I \ PER SW SCHEDULE tvalentine@harriottvalentine.com I INTERSECTING PANEL EDGE NAILING ° r/ II III 1 NON-SHEARWALL PER SW SCHEDULE ,II ® ° project Architect I Workshop • 310 South Washington Street Seattle,WA 98104 TYPICAL STRAP HOEDOWN AT FLOOR TYPICAL SHEARWALL INTERSECTIONS TYPICAL SHEARWALL SECTION project : 3/4" = i '_0„ 6 3/4" m 1 '-o" 8 Laurel Drive 600 Laurel Drive Everett,WA 98201 (8) 16d @ 4"oc STAGGERED Issue Date Issue Description HOLDOWN SCHEDULE 4/2/19 _ Permit (2) STUDS MIN. - REFER TYPICAL DOUBLE TOP PLATE EACH SIDE OF SPLICE MARK FASTENERS TO STUDS1 ANCHOR EMBEDMENT LENGTH TO PLAN FOR LOCATIONS (16d @ 12"oc ELSEWHERE) DIA.2 WHERE BUILT-UP POST m ° EPDXY3 CAST-IN4 CONSISTS OF MORE STUDS ° j j lj I HDUS (14) 1f4"4 x 21/2" SCREWS 5/8" 11" 11" SHEARWALL PER PLAN HOEDOWN PER PLAN W/SCREWS PER MFR. SPECS. i3uildingDepartmentApproval/// (OR NAILS SIMILAR) .i ` 1. 10d AND 12d DIAMETER = 0.148 ° 16d DIAMETER = 0.162". SCREWS SHALL I - CONCRETE STEMWALL PER CENTER SPLICE OVER STUD BE SIMPSON "SDS" TYPE SCREWS, INSTALL PER SIMPSON RECOMMENDATIONS. I PLAN (6" MIN. THICKNESS) 1 2. PROVIDE A36 OR A307 ALL-THREAD AT EPDXY AND CAST-IN ANCHORS. - - - - _i 3. PROVIDE SIMPSON "SET-XP" EPDXY PER GENERAL STRUCTURAL NOTES. • i1 1 I 1 SPECIAL INSPECTION IS REQUIRED. II -- AT EX. CONC. WALL 11 �- AT NEW CONCRETE WALL BEAM OR HEADER PER PLAN j 4. AT CAST-IN ANCHORS PROVIDE HEAVY HEX NUT AT BOTTOM OF ALL-THREAD. PROVIDE ALL-THREAD PROVIDE ALL-THREAD AND ; HOOKED J-BOLT MAY BE USED FOR LTT HOEDOWNS. AND EMBED IN EPDXY _ HEX NUT OR HEADED BOLT GROUT PER SCHEDULE cnE c NOTE: AND EMBED PER SCHEDULE Drawing"ritle STRUCTURAL DETAILS PROVIDE 5" END (HOOKED J-BOLT MAY BE AND 13/4" EDGE USED FOR LIT HOEDOWNS) MULTI-STUD PER PLAN WITH LU DISTANCE FOR NAILING PER GEN. NOTES < 6'-O" MIN. BETWEEN SPLICES ° ANCHORS (MIN.) I E o Drawing Number . TYPICAL HOLDOWN AT CONCRETE TYPICAL MULTIPLE—STUD POST CONSTRUCTION TYPICAL TOP PLATE SPLICE CONSTRUCTION w Et 3/4„ = l '-0„ 1 0 3/4„ = 1 '-o" 11 3/4" = 1 '_0„ 1 2 CITV OF EVERETT REVIE` IED FOR PER I