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SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN WALL PANEL FIELD BOTTOM
<br /> 07 RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR BOLT 6,
<br /> TYPE SHEATHING EDGE NAILING SILL PLATE AT ADJOINING SPACING C)
<br /> BOTTOM PLATE NAILING PER (3)ROWS (3)OR(4}ROWS NAILING 0.148"x3.25" LTP4 DIRECT A35 ONLY 10 PANEL 5 5/8"DIA'13 co
<br /> 6'
<br /> SHEARWALL SCHEDULE RE: 11/51.2&10/51.2 RE: 11/S1.2&10/S1.2 © C49 ROWS SPACING TOENAIL TO FRAMING 0 EDGES 0 7 EMBED 0
<br /> RE: 11/S1.2&10/51.2
<br /> ` 1 P6TN 7/16"SHT. 6"O.C. 12"O.C. (1) 4"O.C. 4"O.C. N/A N/A 2x 2x 48" O.C.
<br /> PEN FLOOR SHEATHING I ` ONE SIDE
<br /> T T - RE: NOTES SECTION 06160 RE: 1/S1.2 RE: 1/S1.2 ` 7/16"SHT. 6"0.C. 12" 0.C. (1) 4"0.C. N/A 2x 2x 48" 0.C. 0 6
<br /> ,� _ FOR BALANCE '•111!2 FOR BALANCE l`' i P6 24 O.C. 16"O.C. Z cci
<br /> FLOOR DIAPHRAGM EDGE NAILING '"�"�' ONE SIDE -
<br /> OF SECTION IMI■Il����� t� OF SECTION
<br /> P4 4"O.C. 12"O.C. (2) 6"O.C. N/A 16"O.C. "''�
<br /> RE: NOTES SECTION 06160 I I j ( I 1 I I 7/16"SHT. 2x (2)2x OR 3x 18"O.C. (QA „---_---,-
<br /> ..___
<br /> -2x BLKG.W/.148"DIA.x3 @ 3"OC ONE SIDE 12"O.C. �., CO LU
<br /> 1 BLOCK TO RIM c'
<br /> 7/16"SHT. 4"O.C. N A 2x (2)2x OR 3x 12"O.C. co o
<br /> ______ (NOT REQUIRED FOR P6) P3 3 O.C. 12"O.C. (2) / 12 O.C.
<br /> A35 W/(12)0.131"DIA. X 1 1/2" A35 W/(12)0.131"DIA. X 1 1/2" A35 W/(12)0.131" DIA. X 1 1/2"
<br /> ONE SIDE 10"O.C.
<br /> RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM RE: SHEARWALL SCHEDULE FOR 7/16"SHT. 2"O.C. 6" O.C. N A3x (2)2x OR 3x 24"O.C. W
<br /> N U.)
<br /> 2x CONT. RIM SPACING P2 12"O.C. (3) / 10"O.C. o
<br /> SPACING SPACING ONE SIDE 10"O.C.
<br /> ° PEN t °�. •-
<br /> °-� �/ 11 RIM BLOCKING TO TOP PLATE 0-- -/ 2P4 7/16"SHT. 4"0.C. 12" 0.C. (3) 5"O.C. N/A 10"0.C. 3x (2}2x OR 3x 20" O.C. ,
<br /> / ` ' BOTH SIDES 10"O.C.
<br /> RIM BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE - 1 W
<br /> RIM/BLOCKING TO TOP PLATE __,
<br /> /CONN.PER SHEARWALL SCHEDULE LTP4 W/(120 0.131"DIA. X 2 1/2" / PEN "
<br /> COM. PER SHEARWALL \ 2P3 7/16 SHT. 3"0.C. 12"0.C. (3) 4"0.C. N/A B"0.C. 3x (2)2x OR 3x 16' O.C. - o
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131"DIA. X 2 1/2" 8"O.C.
<br /> SHEARWALL PANEL EDGE NAILINGBOTH SIDES 0 �'�
<br /> W/(12)0.131"DIA. X 2 1/2" //` PER SCHEDULE ( /,.\\
<br /> . SHEATHING(2)SIDES
<br /> ' 222 7/16"SHT. 2"O.C. 12" O.C. (3) 3"O.C. N/A 6 0.C. 3x (2)2x OR 3x 12"O.C. U •.� 6
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN BOTH SIDES 6"O.C. Z CO
<br /> SCALE: NONE SCALE: NONE SCALE: NONE W U'
<br /> SHEARWALL SCHEDULE NOTES:
<br /> TYDICAL EXTERIOR S-EARWA__ COI\\EC-10\ TYPICAL -X--RIOR S--ARWA__ CO\LECTION TYPICA_ =X--RIOT S-EARWAL_ Co\I\-CT101\ 1. STUDS SHALL NOT BE SPACED MORE THAN 16"0.C.. EgO ,�� `}3 } y -
<br /> 1 P6 P4 & P3 2 32 3 2 3 L 233
<br /> 33 232 2. RE: S1.0 SECTION 06100"ROUGH FRAMING"FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. '
<br /> 3. RE: S1.0 SECTION 06160"WOOD SHEATHING"FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. �' AVIAN***
<br /> , 4a
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2"NOMINAL OR WIDER FRAMING. SEE NOTE 5. 0 t t t `k
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3"NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT"P6". N, '
<br /> rPO
<br /> i fi St fU+ rh tP'' L'q
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"0.C.ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR `�;j`; M �;7 'T '
<br /> rikeiFOUNDATION SILL PLATE AND STUDS FRAMING SHALL BE 3"NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED.
<br /> 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131"X 2 1/2").
<br /> PER SHEARWALL SCHEDULE TYP. -........`
<br /> 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). � �, I;
<br /> _= 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. I�.'"* N
<br /> ��� � 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8"DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. t'" �/ 4 Et`
<br /> PROVIDE 3XEA.ANCHOR4"PLATE ~� 11. GALVANIZED 3"X 3"X 1/4"PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. ` of�� € "
<br /> WASHER 'EA. TYP. `
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131"X 2 1/2")NAILS. RE: DETAILS 1, 2, 3&6/51.2 ; ,�',z,E• a'
<br /> �> 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-$d X 1 1/2" (0.131" X 1 1/2")NAILS. RE: DETAILS 1, 2&3S1.2. t a
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. „,'- 6 , o 1,:
<br /> 4.61 \ o' 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. <� 'c,'---i,�R
<br /> °`°IT °�° 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. `,?�".. .�i '`'
<br /> _ ° 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. I �'
<br /> ° ° ° °° ° ° - 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING. Isp.,„
<br /> o ,'° ' a ,
<br /> 1-. WHERE BUILDING OFFICIALS ALLOW,OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8"GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS(0.148"DIA X 3"LONG) `"'�"_
<br /> A.BOLT PER SHEARWALL SCHEDULE I, ° 1 1
<br /> �`7--- IWO o ° S--ARWALL SC--DU_E ,
<br /> s ° o
<br /> PLYWOOD ROOF SHEATHING Q N CO co
<br /> a ° ° 10 O N L.
<br /> a a.4
<br /> a 4 ° � DIAPHRAGM EDGE NAILING
<br /> /7 s'.'
<br /> MO SIMPSON LTP4 �-, ,, ,, , .-:''''\-/
<br /> ,�, r, ,, , ,I,, -, ,-11$1.'\,i [
<br /> / TRUSS/JOIST BLOCKING a O
<br /> 4 A. SIMPSON LTP4 W/(12)0.131"DIA. X 1 1/2" / /
<br /> " WHENAPPLIED DIRECT TO FRAMING /' /moi
<br /> FOUNDATION PER PLAN W/(12)0.131" DIA.X 2 1/2" i -• • , • • r • / r- BLOCKING CONNECTION TO `o
<br /> WHEN APPLIED OVER SHEATHING `` �� •
<br /> _ AEC-OR
<br /> I (
<br /> TOP PLATE
<br /> . : oI .1 • ,...
<br /> 6
<br /> SCALE: 3/4"4-0" TYDICAL S-EARWALL SCALE: NONE ' OI.I FRAMING AT 3 5 • R.
<br /> 4 O USD 5 BOLT O CO\CR=T- 6 TYPICAL SIv SOS LT�4 PANEL EDGES _ .,,,,
<br /> __I V)
<br /> Cl-. EXTERIOR BEARING •� •, •� I•
<br /> I1 <c
<br /> E
<br /> \I SUPPORT '�
<br /> SHEARWALL BEYOND PER m v
<br /> 'Th I I �'I-I\ Ili I SHEAR WALL SCHED. TYP. I I I �• ' v.)
<br /> /- \ / \ ROOF/FLOOR SHEATHING NOTES ( I �-~ ,--. ,
<br /> ---•,„,
<br /> \ / 2 -I I \ CONTINUOUS COIL STRAP/ I •I
<br /> --.� I 2 DRAG STRUT PER PLAN I '� _--
<br /> / \ / \ / 1. BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. 1
<br /> .� / \. / PANEL EDGES(R.N.) JOIST PER PLAN-TYP. 1 •, _____ NOTE: O 15
<br /> -r\ / /`. �F ',,,-- 0 2. EDGE NAILING(P.E.N.)AT ALL EDGES OF ALL PLYWOOD I
<br /> --------1---------
<br /> MINIMUM SIZE OF SHEATHING
<br /> SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS { _._----' SHALL BE 2'-0"X 4'-0" 1'-4' -
<br /> / \ / - ■ / / DEDICATE STUD BAY AT
<br /> ��® -"��" �" BLOCK ALL PLYWD. EDGES
<br /> '< / j I I j 3, INTERIOR FIELD NAILING(F.N.)12" O.C. AT BEARING SUPPORTS -_ RE: NOTPLYWOODES 06p60SHEATHWG NOT SUPPORTED BY f HOEDOWN SHEARWALLEND OF FOR
<br /> FRAMING MEMBER.
<br /> \ '� \` 4, SEE PLANS FOR PLYWOOD THICKNESS&NAILING SCHEDULE ---i---
<br /> -----. I:
<br /> �/' ��_, \/ ./''` �� RE: 1, 2&TOM ATE 10 SO2NECTION +,
<br /> \ \ I I / \ / I \ \ 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR PER PLAN OR BEAM / .-� ......_ .LI..
<br /> TO TRUSS SYSTEM FRAMING&FLOOR FRAMING.
<br /> ADD L STUDS FOR HOEDOWN
<br /> / \ 1 / 1 / 6 MIN.EDGE DISTANCE FOR NAILS SHALL BE 3/8" DIAPHRAGM EDGE NAILING-` - r� r--�
<br /> fp ' SHEARWALL BEYOND PER -- PER SCHEDULE.
<br /> _ I..:; P
<br /> \ /' \ / SHEARWALL SCHED. 3/S9.0 Q1
<br /> J/ 4.1/ --�. 7. MINIMUM PLYWOOD SHEET SIZE 2'-0"X 4'-0" TYPICAL �_ I. . .I •
<br /> ' ')'' CD
<br /> B. NAILS SHALL NOT BE OVER DRIVEN CONTINUOUS COIL STRAP I. I• I ,:.r. CONT. 2x RIM
<br /> DRAG STRUT PER PLAN ,I 111K W/BLOCKING IF REQUIRED
<br /> CS20 - - 1 - - - - I 1.I - - 1 - _. g1
<br /> WALL BELOW 0.148"DIA. X 2 1/4"AT 6" 0.C. WALL ABOVE ,•„ • II1�� Ar.'�wrAm.•�D��~��:m.'�m�`���"� •���IY+.I` ��-��,�I '�
<br /> -r i STAGGEREDiffrivirwpiiii,..
<br /> (14)0.148"DlA. X 2 1/4"ATBLOCKING OR CONT.RIM CONNECTION„ SHEARWALL M TO TOP PLATE 10
<br /> SCALE: NONE SCALE: 3/4"=1-0 ir .r. -mi / i HOEDOWN Q.,)
<br /> 7 ROOF/100R S -A - I\G LAYOUT 9 - • ■■� ■� -L- o •
<br /> RE: 10, 11, 14&15/S1.3
<br /> DRAG S�R U DE-AILS
<br /> I ( �• I•� *IliPROVIDE PANEL AT NAILING
<br /> 1
<br /> AT END OF WALL STUDS THAT C::) •4,..,
<br /> •I I I IFRAMING
<br /> RAMNGATlip! ATTACH TO HOEDOWNS TYPICAL.
<br /> • • • IEDGES 35 I O
<br /> I •I
<br /> II AT ADJOINING PANEL EDGES PROVIDE Ct E--I
<br /> 3 1/2" PANEL EDGE NAILING AND FRAMING PER
<br /> (1)1 1/2" (2)1 1/2"CONT, SOLID SIM. ©(2) 2x FRAMING AT I I I. •, SHEARWALL SCHEDULE(STAGGER NAILS) 05 ��
<br /> CONT. RIM RIM PLUS BLOCKING RIM ADJOINING PANEL EDGES.
<br /> BELOW BELOW • • -..-.5
<br /> BELOW .� T - -• •T -AI •
<br /> BLOCK ALL PLYWOOD EDGES NOT
<br /> / I I SUPPORTED BY FRAMING MEMBERS AND
<br /> '� i NAIL W/PANEL EDGE NAILING 3 5 Q,,)
<br /> ii RIM TO BLOCKING I
<br /> IIIP �, 148°DIA.x3"NAILS ' �, I,� �\--
<br /> rfl--
<br /> .,_
<br /> GALVANIZED ANCHOR BOLT RE: 5/51.2,.
<br /> ®3"OC TYPICAL �; •�.•- FIELD W/3 X 3 X 1/4" GALVANIZED WASHER O
<br /> a_cn,H., au L.,
<br /> ua_ ` NAILING DIA./SPACING PER SHEARWALL SCHEDULE.13
<br /> ~ 0 • ' ��1
<br /> •I FOUNDATION SILL PLATE
<br /> 11 STAGGER NAILING
<br /> pi
<br /> 1 1/4" L 3/4" -1- I 'I I'I..: RE: SHEARWALL SCHEDULE FOR SIZE 0
<br /> ICt on
<br /> c�3
<br /> •
<br /> (1)ROW (2) ROWS (3)ROWS r I J •• .*-. HOEDOWN ANCHOR PER PLAN
<br /> CENTERED ON CENTERED ON CENTER ON r RE: 1 &10/S1.3ciiF--,
<br /> RIM BELOW RIMS BELOW RIM BELOW
<br /> •I r. I I I '._ .:
<br /> Jc) ).-4 u
<br /> 36T\, 2 2 3 2 2 P 2 _ ( CONCRETE FOUNDATION
<br /> & D5 ; .. .
<br /> 4 7 a. A ^ n 'I PROVIDE MINIMUM OF TWO BOLTS PER
<br /> a a �(� a 4 , PLATE WITH ONE BOLT NOT LOCATED
<br /> A ° a Q 9 ^ an a MORE THAN 12 INCHES OR LESS THAN
<br /> n. Cl Cla ^ ^ ) (7)BOLT DIAMETERS FROM THE END. 13
<br /> 1
<br /> SCALE: NONE SCALE: NONE
<br /> 10 12 TYDICAL 5--ARWALL NOV-\CLATURE (ELEvATI0\) S 1 °
<br /> 2
<br /> BDOV PLAT- f\AI_I\G ATTRf\
<br />
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