3214 BROADWAY 2017 BROADWAY KINECT APARTMENTS Plans 2022-11-23 (3)

_ _ �,_,.:.,L,3__ __ ,�-�a!:�y yi SHEAR NOTES SHEARWALL SCHEDULE =��e�" APD 1. _ � _ DENOTES SHEARWALL LOCATION ON PLANS. SHEAR WALL TYPE PLATE ATTACHMENT 2. ALL PANEL EDGES TO BE BLOCKED AND EDGE NAILED MK SIDES E.N. F.N. SILL PLATE CAPCITY(pif� BTM. PL. BTM. P�. TOP PL.CONN. American Property Development, Inc. 3. ALL PLYWOOD NAILING SHALL BE COMMON NAILS. CONTRACTOR CAN TO CONC. TO FRMG. 110 110th Avenue NE suite 550 SUBSTITUTE COMMON WITH GALVANIZED BOX NAILS IF DESIRED. � 1 10d @ 10d @ �2�_2x 340 1�2��p ANCHOR 16d @ SIMPSON LTP4 OR Beilevue,WA98o04 6"O.C. 12"O.C. BOLTS @ 48"O.C. 8"O.C. A35@ 24"O.C. 4. ALL ANCHOR BOLTS SHALL PENETRATE SUPPORTING CONCRETE � 1 10d @ 10d @ �2�_2x 510 1/2"o ANCHOR 16d @ SIMPSON LTP4 OR ELEMENT AS REQUIRED BY GSNs REGARDLESS OF SILL PLATE THICKNESS. 4"O.C. 12"O.C. BOLTS @ 32"O.C. 5"O.C. A35@ 16"O.C. PLACE ALL ANCHORS A MINIMUM DISTANCE OF 4 3/8"(AND MAXIMUM OF 12") 10d @ 10d @ 1/2"o ANCHOR 16d @ SIMPSON LTP4 OR t�.� FROM THE ENDS OF SILL PLATES. MINIMUM (2)ANCHOR BOLTS PER WALL � 1 3"O.C. 12"O.C. �2�-2x 665 gOLTS @ 25"O.C. 4"O.C. A35@ 12"O.C. �" �;�w u�`��•x � � . ��`�<��`' OR PIECE OF SILL 10d @ 10d @ 1!2"0 ANCHOR 16d @ SIMPSON LTP4 OR �2 1 (2)-2x 870 2"O.C. 12"O.C. BOLTS @ 19"O.C. 3"O.C. A35@ 10"O.C. 5. SDS SCREWS WITH 2 3/8"MIN. EMBEDMENT INTO SUPPORTING ELEMENT 201 N. Maple Grove Ste. 100 MAY BE SUBSTITUTED WITH 3/8"DIA. PRE-DRILLED LAG SCREWS WITH 4" S4 2 10d @ 10d @ �2�_2x 1020 1�2��o ANCHOR 16d @ SIMPSON LTP4 OR gOISE IDAHO 83704 M►N. EMBEDMENT. MINIMUM STAGGER DISTANCE IS 1/2". MINIMUM OFFSET IS 4 O.C. 12"O.C. BOLTS @ 16"O.C. 2"O.C. A35@ 8"O.C. 1/2". MINIMUM EDGE IS 1/2". 10d @ 10d @ 1/2"m ANCHOR (2)-16d @ SIMPSON LTP4 OR Phone (208)342-7168 � 2 3"O.C. 12"O.C. �2�-2x 1330 gOLTS @ 12"O.C. 10°O.C. A35@ 6"O.C. LE JOB#154191.00 ALL STRUCNRAL DETAI USED ON THIS 6. USE FULL DEPTH LSL FOR RIM OR BLOCKING(U.N.O.) 10d @ 10d @ 1/2"aANCHOR (2)-16d @ SIMPSON LTP4 OR PLANARECOPYRIGHT C OFLOCHSA � 2 Z��O.C. �Z��O.C. �2� 2X 1740 gOLTS @ 9��O.C. �0��O.C. A35@ 5��O.C. ENGINEERINGOFIDAHO. HERE-USEOF 7. MINIMUM 2 1/2"x2 1/2"x1/4"WASHERS ARE REQUIRED AT ANCHOR BOLTS ANYDETAILSANDCONCEPTSISNOT ACCEPTABLE WITHOUT WRITTEN CONSENT FOR SHEARWALLS. OFLOCHSAENGINEERINGOFIDAHO. 8. FOR TYPICAL SHEAR DETAILS RE: � 5.3 DRAG STRAP SCHEDULE 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. P M. H F� 10. SHEAR WALL SHEATHING TO BE 15/32"NOMINAL THICKNESS AND GRADE STRAP MIN. NAILS EA. END LENGTH ONTO: � oF ASy� STRUCTURAL 1. DF/GLB SCL� I-JOIST�2� BLKG.3 p �P�� N� N CS16 (22)-8d/(20)-10d 13"/ 11" 26"/22" 26" RE: PLAN � 11. SHEAR WALL OR SHEAR PANEL SHALL BE 2x4 OR 2x6 MIN.AT 16°O.C. CS14 (30)-8d/(26)-10d 16"/ 15" 32"/30" 32" RE: PLAN h'�` � MAXIMUM. CMSTCI6 (50)-16d 20" 40" N/A RE: PLAN 12. DRAFT STOPS OCCUR AT PARTY WALLS OF EVERY UNIT. MATERIAL CMST14 66 10d/ 56 16d 30"/26" 60"/52" N/A RE: PLAN ��G seae� �, SHALL BE YZ"PLYWOOD OR DRYWALL AS PER SHEAR WALL SCHEDULE. FUR � �- � �- � DOWNS SHALL BE DRAFTSTOPPED.ALL PENETRATIONS SHALL BE AS PER CMST12 (86)-10d/(74)-16d 39"/33" 78"/66" N/A RE: PLAN °,�F RAL EN `'� THEIBC. Ss�oMA� QNG NOTEs: 03-29-1 13. SHEAR WALL SHEATHING SHALL BE CONTINUOUS TO BASE PLATE AT EXP.01/07/202 TUB LOCATIONS AND TO TOP PLATES AT FURRED DOWN CEILINGS. 1. FILL EVERY OTHER PAIR OF NAIL HOLES. 14. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR WIDER 2. MANUFACTURED JOISTS ONLY, USE DF/GLB COLUMN FOR SOLID COPYRIGHT CO2011, ALL RIGHTS RESERVED (OR(2)-2x w/16d AT 4"O.C.),AND NAILS SHALL BE STAGGERED WHERE NAILS SAWN/FABRICATED TRUSSES. ARE SPACED 2"O.C.. SUBMITTAL/REVISIONS 3. 2x FLAT BLKG. PERMITTED U.N.O. IN TYPICAL DRAG STRAP DETAIL IN # DATE DESCRIPTION 15. WHERE SHEAR PANEL IS REQ'D ON ONLY(1)-SIDE OF WALL, PLYWOOD S0.1 SERIES. FILL EVERY PAIR OF NAIL HOLES THE LENGTH OF STRAP. SHEAR PANELS MAY BE APPLIED ON THE EXTERIOR OR INTERIOR FACE OF BLKG.SCENARIO OCCURS WHERE FRAMING IS PERP. TO STRAP. 1 3/28I2018 ADDENDA#1 EXTERIOR STUDS OR EITHER FACE OF INTERIOR STUDS AS RECZUIRED FOR CONSTRUCTION EASE.COORDINATE WiTH OTHER TRADES AS REQUIRED. 4. PROVIDE A MIN OF 4"END DISTANCE TO 1ST NAIL OF ALL STRAPS (THIS LENGTH NOT INCLUDED IN LENGTHS ABOVE). 16. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR WIDER (OR(2)-2x w/16d @ 4"O.C.),AND NAILS SHALL BE STAGGERED WHERE BOTH 5. DRAG STRAPS TO BE BY SIMPSON STRONGTIE U.N.O. THE FOLIOWiNG CONDITIONS ARE MET: (1) 10d NAILS HAVING PENETRATION INTO FRAMING OF MORE THAN 1 'h"AND(2) NAILS ARE SPACED 3"O.C. OR 6. USE 8d NAILS ONLY ON ALL I-JOIST MEMBERS. LESS. 17. PLYWOOD NAILING APPLIES TO ALL EDGES AND BOUNDARIES. INTERMEDIATE NAILING SHALL BE AT 12"O.C. 18. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE ' 3"NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 19. ANY SHEARWALL MAY BE REPLACED WITH A SHEARWALL HAVING A HIGHER ALLOWABLE SHEAR. 20. AT PLYWOOD SHEAR WALLS, PROVIDE THE SAME THICKNESS PLYWOOD STRIPS FOR THE ENTIRE LENGTH OF WALL,ABOVE AND BLOW OPENINGS, FOR FLUSH FINISH. 21. S2, S3, ETC. INDICATES SHEAR WALL SHEATHING,AND PLATE ATTACHMENT. SEE SCHEDULE THIS SHEET. 22. ALL POSTS ON EA SIDE OF ATS ROD SHALL BE SUBSTITUTED FOR ASYMMETRICAL EQUIVALENT LISTED IN DEATIL 15 4.1 23. RE � FOR ANCHOR INSTALLATION w/RESPECT TO END OF WALI 5.3 POST AS REQ'D BY ATS COMPRESSION POST REQUIREMENTS. ■ 24. 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