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NOTES:
<br /> 1. SHEATHING SHALL BE 15/32" OR Y" PLY, TYP UNO. OSB SHALL NOT BE SUBSTITUTED FOR
<br /> PLYWOOD. SHEATHING SHALL HAVE A MINIMUM SPAN RATING OF 24/0.
<br /> 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. OM
<br /> SHEAR WALL SCHEDULE (DOUG FIR LUMBER WITH 10d NAILS) 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. IMO
<br /> SHEATHING (NOTES 1,2,3,4,9) WALL BOTTOM PLATE TO /8"0 ANCHOR MIN PANEL FASTENING ALTERNATIVE ALLOWABLE 4. PROVIDE 10d 0 12"oc AT ALL INTERMEDIATE SUPPORTS (HELD NAIL), TYP UNO. = FOSSATTI PAW LA K
<br /> /- NAILING & SHEATHING RIM/BLKG TO RIM/BLKG ATTACHMENT * BOLTS TO EDGE STUDS (2)2x TOGETHER SHEAR 5. NAILS PER GENERAL STRUCTURAL NOTES.
<br /> MARK STRUCTURAL ENGINEERS
<br /> PER SHEARWALL 'c LSL RIM BOARD SPACING APPLICATION PANEL EDGE NAIL WALL TOP PLATE (NOTE 6,13) CONCRETE & BLOCKING (NOTE 14) CAPACITY
<br /> 6. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAILING IS REQUIRED WHERE SHEATHING IS
<br /> 1%" (NOTE �� �� 1735 Westlake Ave N,Ste 205
<br /> SCHEDULE 5) (NOTE 6) 16d NAILS SDWS 0.220 x5 (NOTES 9,10) (NOTE 8) 10d NAILS SDS Y x3 (PLF)(NOTE 8) DISCONTINUOUS, i.e., WHERE ADJACENT SHEATHING EDGES ARE NOT NAILED TO THE SAME PIECE OF Seattle,WA 98109
<br /> DO NOT BREAK OVER " FRAMING. TOE NAILING IS NOT PERMITTED. LATERAL TIE PLATES MAY BE SUBSTITUTED FOR WALL Phone:206.456.3071
<br /> GYPCRETE7 PTB, TYP EN,TYP OPENING SW-6 ONE SIDE 10d @ 6"oc LTP4 ® 24 oc 8"oc 17"oc 48"oc 2x N/A N/A 310 Fax206.456.3076
<br /> PLATE TO BLOCKING NAILING. INSTALL LATERAL TIE PLATES OVER APA RATED SHEATHING PANELS. www.fossatti.com
<br /> PER ARCH SW-4 ONE SIDE 1 Od 4"oc LTP4 (� 16 oc 5 oc 11 oc 38 oc 3x 5 oc 11 oc 460 USE COMMON NAILS OR EQUIVALENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL
<br /> 1 Y" LSL -13/4" CONT LSL SIMP A35 PTB GYPCRETE TIE PLATES. A35 FRAMING ANCHORS MAY BE SUBSTITUTED FOR LATERAL TIE PLATES AT SPACING
<br /> BLOCKING PER SW SCHED ' PER ARCH SW-3 ONE SIDE 10d @ 3"oc "
<br /> LTP4 12 oc 4 oc 8 oc 30 oc 3x 3 oc *** 9 oc 600 SHOWN IN TABLE.
<br /> 1 `' \ ' ' " 7. WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL, STAGGER PLYWOOD JOINTS SO THAT
<br /> ' ,,� �� ///
<br /> I -„l ,, ,/, ///
<br /> �� I ,, �� ; I _" " , ; SW-2 ONE SIDE 10d @ 2 oc L1P4 @ 10 oc 3Y oc 6Y oc 23"oc 3x (2) ® 5Y oc roc 770
<br /> JOINTS ON EACH SIDE OF THE WALL DO NOT OCCUR AT THE SAME STUD. PROVIDE 3x BLOCKING FOR
<br /> rnr=
<br /> ��EN �` i EN SW-44 BOTH SIDES 10d ® 4"oc LTP4 ® 8"oc N/A 6°oc 19"oc 3x (2) (� 5''oc 5Y2"oc 920 ALL DOUBLE SHEATHED WALLS. cy� � P. P��'�
<br /> ► - (NOTE 7) 8. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. WAS /,)
<br /> BEN EN ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, OR DOORWAYS. PROVIDE -��F , 'it, ('
<br /> e ,/ SW-33 BOTH SIDES 10d @ 3 oc LTP4 0 6 oc N/A 5. "oc ** 14"oc 3x (2) 0 3,"oc 4Y"oc 1200 HOLDOWNS PER PLANS AT EACH END OF WALL, UNO. PROVIDE EDGE NAILING TO STUD(S) GRIPPED F , o ';
<br /> J I ---„,"-- -____> i .. .._: -.-" ! " (NOTE 7) BY HOEDOWN. INK: `- "
<br /> 9. CRITERIA: 2015 IBC , ' N- e r •■�i� Ha
<br /> Cr k -- TJI JOIST --1 SC, TJI JOIST LTJI JOIST SW-22 BOTH SIDES 10d 0 2"oc LTP4 © 5'oc N/A 4"oc ** 11"oc 3x (2) ® 1Y"oc*** 3Y"oc 1540 DOUG FIR LUMBER �.�0-�cr.)),
<br /> 23024 ,�`` '
<br /> SIMP A35 OR LTP4 p ' G T Al E ��
<br /> PER PLAN PER PLAN PER PLAN (NOTE 7) 2500 psi CONCRETE MINIMUM G �'
<br /> ® 48"oc PER SHEATHING & ASTM A307 ANCHOR BOLTS WITH 2%" EDGE DISTANCE IN CONCRETE AND 7" MINIMUM r�UI�NAL Ev��'
<br /> * A35 OR LTP4 CAN BE USED ALTERNATIVELY
<br /> SW SCHED WEB STIFFENER TJI BLKG ® EMBEDMENT
<br /> TJI BLKG NAILING PER SW ** USE MIN 2x DF RIM BOARD AT THESE SHEARWALLS
<br /> @ 4'-0" oc SIMP MIU SCHED, TYP 4'-0" oc 10. INSTALL 3x3xY PL WASHERS AT ALL ANCHOR BOLTS, BETWEEN THE NUT AND THE SILL PLATE.
<br /> r\ *** FASTENERS SHALL BE STAGGERED
<br /> �- WHERE HEADER 2x STUD WALL USE 4Y"x4Y"xY4" PL WASHERS WHERE 2x6 STUD WALLS ARE SHEATHED ON BOTH SIDES. ALL PLATE PROJECT
<br /> SHEAR WALL WHERE PER PLAN SEE PLAN AND SHE WASHERS SHALL EXTEND TO WITHIN 3/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH
<br /> SHOWN ON PLAN WALL SCHEDULE SHEATHING.
<br /> 11. AT SHEARWALLS WHERE SHEATHING MAY EXTEND VERTICALLY TO OVERLAP WITH
<br /> ±--- RIMBOARD/BLOCKING ABOVE, IT IS ACCEPTABLE TO NAIL SHEATHING TO RIMBOARD/BLOCKING WITH
<br /> NOTE: EDGE NAILING AS SPECIFIED IN TABLE ABOVE AND ELIMINATE THE A35 CLIPS BETWEEN THE
<br /> -SEE PLANS FOR SHEARWALL WHERE REQ'D AT PERPENDICULAR JOISTS AT PARALLEL JOISTS RIMBOARD/BLOCKING AND WALL TOP PLATE.
<br /> -AT SIM, NO WALL ABOVE. 12. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION RESISTANT.
<br /> 13. 1Y4" MIN LSL RIM BOARD AND SINGLE SILL PLATE ARE ASSUMED. IF RIM MATERIAL IS DIFFERENT,
<br /> NOTIFY ENGINEER FOR REVISED SPACING. IF (2)2x SILL PLATES ARE USED, USE SDWS 0.220"x6" >.
<br /> SCREWS. CONTRACTOR CAN SELECT EITHER NAILS OR SCREWS. CO
<br /> 14. (2)2x STUDS AND SILL PLATES CAN BE USED INSTEAD OF 3x MEMBERS. (2)2x STUDS WILL Q
<br /> NEED TO BE FASTENED TOGETHER WITH EITHER NAILS OR SCREWS AS CALLED OUT.
<br /> CCI
<br /> TYP INTERIOR BEARING WALL DETAIL 10 TYP WALL DETAIL 7 SHEAR WALL SCHEDULE (DOUG-FIR LUMBER) 1 0 };
<br /> CO }'
<br /> ai
<br /> z ocll
<br /> CD >
<br /> N LLJ
<br /> EDGE NAIL TO TOP PLATE O
<br /> 2x STUD WALL
<br /> (3) 2x TOP PL's ® 2x4
<br /> /
<br /> ,f PER PLAN PTB STUD BEARING WALLS
<br /> SEC 2x BLKG EN (2) 2x TOP PCs © 2x6
<br /> FULL WIDTHI WALLS
<br /> BEAM MATCH II
<br /> BTWN STUDS EN EN it 1i ill BLKG AT PANEL EDGES &
<br /> /.....,--- A35 JOIST DEPTH I ! AT 8'-0 EDGE NAIL AS
<br /> BLKG TO BM 11
<br /> Illi
<br /> 2x BLKG q ! I ! NOTED ON SCHEDULE.
<br /> I I I I - y- — '.1 =.-1:h '`'— 1 I -;—, 1 SHEATHING PER SCHEDULE
<br /> PREVISIONS
<br /> 1111 BTWN STUDSII
<br /> ,jII 811 I HIFIELD NAIL
<br /> 1111 iiir� 1 1 ! I I I I I NO. DATE
<br /> IIII i ', 1 1 I " 1
<br /> III 1 (2) TOE NAILS J• I
<br /> STUDS PER PLAN ' I II
<br /> INNER BAY OF STUDS PER HLON
<br /> 06111';1411 EA END, EA BLOCK TJI JOIST PER PLANS TJI JOIST PER PLAN 1 ' ENGR SYSTEM 7/01/19 PERMIT REVISIONS
<br /> BM PER PLAN A35 OR LTP4 ANCHOR BOLTS W/
<br /> ES BEAM IUS\ITS HANGER WASHER, SEE SCHEDULE OUTER BAY OF STUDS PER HLDN 1\ 9/17/19 PERMIT REVISIONS
<br /> (2) LAYERS GYP
<br /> SDS Y4x6
<br /> EDGE NAILING — ENGR SYSTEM
<br /> PER SW SCHED, TYP OR LTP4 PER TJI BLKG
<br /> PER ARCH -POST PER PLAN, SEC —�� SW SCHEDULE ® 4'-0" oc SILL PLATE PER
<br /> MIN WIDTH OF BM
<br /> SHEATHING (2) LAYERS THREADED ROD PER
<br /> PER PLAN %" GYP BOARD SCHEDULE , I jlj ENGINEERED
<br /> PER ARCH FINISH FLOOR LINE i HOLDOWN SYSTEM
<br /> SW PER PLAN
<br /> _/", _____±_— ! '� NOTE:
<br /> AT PERPENDICULAR JOISTS
<br /> AT PARALLEL JOISTS 11 NAILING TO BE 8" MIN TO
<br /> it 4 EDGE OF SUPPORTS & SHEETS.
<br /> 1/2 SW AB
<br /> SPACING TO HD
<br /> TYP INTERMEDIATE STAIR POST 11 8 TYP WALL DETAIL AT SHAFTS 5 TYPICAL SHEAR WALL SHEATHING 2
<br /> 5/28/19 19-042
<br /> DATE JOB#
<br /> TCB FPP
<br /> DESIGN CHECKED
<br /> BDS AS NOTED
<br /> DRAWN SCALE
<br /> .,
<br /> (2) LAYER GYP I J� /7
<br /> ' II
<br /> PER ARCH / PTB SHEAR WALL �,
<br /> / -PTB PER PLAN PTB
<br /> EN FLOOR JOISTS
<br /> EN FULL WIDTH BEAM, 1 & SHEATHING 3 „
<br /> FIRE SPRINKLER MATCH JOIST DEPTH I EN FULL WIDTH BEAM, PER PLAN -------\
<br /> EN NOT BREAK OVER
<br /> PIPE PER ARCH MATCH JOIST DEPTH 1 4 LSL RIM. DO
<br /> ,� '!EN OPENING
<br /> ,, ! _ 2x BLKG ,� _ J
<br /> BTWN STUDS f cc _ •
<br /> L ' f, ., _, I
<br /> IV •\
<br /> + ;
<br /> f: I
<br /> 2x6 LEDGER W/
<br /> It ss
<br /> PER PLAN SIMPHANGER LUSWHERE SERIES -J I I SHEET TITLE
<br /> TJI JOIST (2) #4 x4 SCREWS L TJI JOIST -
<br /> (� 12"oc B EAM PER PLAN TJI JOIS •
<br /> T HDR PER PLAN. I TJI JOIST--i
<br /> PER PLAN SIMP IUS\ITS PER PLAN OIN C R POCKET
<br /> M ® PER PLAN
<br /> SIMP MIT JOIST
<br /> SERIES HNGR SHEAR WALL HANGER SIMP IUS\ITS OTHER LOCATIONS TJI BLKG TYP LATERAL
<br /> PER PLAN SIMP HGLT HGR HANGER @ 4-0 oc
<br /> BEAM EDGE NAILING PER SECTIONS &
<br /> LAYERS SW SCHED, TYP SIMP A35
<br /> PER PLAN (2) EDGE NAILING
<br /> \ PER SW SCHED, TYP EDGE NAILING PER SW SCHED
<br /> %" GYP BOARD SDS Y4x6" PER SW SCHED DETAILS
<br /> PER ARCH OR LTPP4 PER //�
<br /> SW SCHEDULE (2) LAYERS SHEAR WALL
<br /> %" GYP BOARD EA SIDE �--SW PER PLAN PER PLAN
<br /> J, SW PER PLAN PER ARCH /' SHEET NO.
<br /> S4 . 3
<br /> TYP INTERMEDIATE STAIR LANDING 12 TYP STAIR LANDING 9 TYP STAIR LANDING AT CORRIDOR 6 TYPICAL CORRIDOR 3
<br />
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