|
SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W j HEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN _ WALL PANEL FIELD BOTTOM PLATE � RIM OR BLOCKING TO TOP PLATE CONN. FOUNQATION FRAMING ANCNOR BOLT
<br /> TYPE EDGE NAILING NAILING SILL PLATE AT ADJOINWG SPACING �
<br /> BOTTOM PLATE NAILING PER (3) ROWS SHEATHING �
<br /> SHEARWALL SCHEDULE (3) OR (4) ROWS NAILING 0,148"x3.25° �TP4 DIRECT A35 ONLY 10 PANEL 5f8" DIA. �
<br /> RE; 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 14/S1.2 RE: 11/S1.2 & 10/S1.2 � O ROWS SPACING TOENAIL TO FRAMING Q � EDGES � 7" EMBED 13 �
<br /> P6TN �/�6" SHT. 6" O.G 12" a.C. (1) 4" O.C. 4" O.C. N/A N/A 2x 2x 48" Q.G r
<br /> PEN FLOOR SHEATHING ONE SIDE
<br /> RE: 1/S1.2 RE: 1/S1.2 ' °�
<br /> RE: NOTES SECTION 06160 P6 7/16" SNT. 6" O.C. 12" O.C. (1) 4" O.C. N/A �° 2x 2x 48" O.C. U �
<br /> FOR BALANCE FOR BALANCE 24 O.C. 16" O.C. -�
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ' ONE SIDE z �
<br /> RE: NOTES SECTfON 06160 j
<br /> P4 ��16" SHT. 4" O.G. 12" O.C. (2) 6" O.C. N/A 16" O.C. 2x (2)2x OR 3x 18" O.C. � �
<br /> 2x BLKG. W/.148"DIA.x3 Q 3"OC ONE SIDE
<br /> 12" O.C.
<br /> BLQCK TO R1M o �
<br /> 7/16" SHT. > > 4" O.C. N A 2X (2)2x OR 3x 12" O.C. � o
<br /> NOT REQUIRED FOR P6} P3 3' O.C. 12' O.C. (2) / 12" O.C. e
<br /> � ON� SIDE 10" O.C. � � �
<br /> A35 W/(12) 0.131" pIA. 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 /> CONT. 4x RIM CONT. 4x RIM �- � �
<br /> SPACINGARWALL SCHEDULE FOR RE: SHEARWALL SCHEDULE FOR RE: SHEARWALL SCHEDULE FOR P2 7/16" SNT. 2" Q.C. 12" O.C. (3) 6" �.C. N/A 10" O.C. 3x (2)2x OR 3x 24" O.C. �U �
<br /> SPACING SPACING 1Q" O.C. �U o
<br /> 2x CONT. RIM pNE SIDE � v �
<br /> PEN
<br /> 7 16" SHT. � ' (2)2x OR 3x 20" O.C. �' °'
<br /> RIM/BLOCKING TQ TOP PLATE 2P4 � 4" O.C. 12' O.C. (3) 5' O.C. N/A 10" O.C. 1Q" O.C. 3x �,
<br /> � �
<br /> RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCNEDULE BOTH SIDES W � f
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCHEDULE LTP4 Wf(120 0.131" QIA. X 2 1/2° PEN 2�3 7/16" SHT. �" p,�, 12" Q C. 3 4" O.C. N/A g�� �� 3x (2}2x OR 3x 16° O.C. � � �
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131" DIA. X 2 1/2" � } 8" O.C. .--�
<br /> SHEARWALL PANEL EDGE NAILING BOTH SIDES � � �
<br /> W/(12) 0.131" DIA. X 2 1/2" PER SCHEDULE SHEATHING (2� SIDES
<br /> 7 16" SHT. ° � " (2)2x OR 3x 12" O.C. -� � �
<br /> SHEARWALL PER PLAN S�-iEARWA�L PER PLAN SHEARWALL PER PLAN 2P2 � 2 O.C. 12' O.C. (3) 3 O.C. N/A 6" O.C. 6„ Q.� 3x � � �
<br /> BOTH SIDES
<br /> SCALE: NONE SCALE: NONE SCALE: NONE SHEARWA�L SCHEDULE NOTES: � � �
<br /> TYPICA� EXTERIOR SNEARWA�� �0�1�JECT 0�1 TYPIGAI� EXTER OR SMEARWA�� CO�Jf�ECTl0�1 TYP CA� EXTER OR SNEARWA�� CON�IECT �f� 1. STUDS SHALL NOT BE SPACED MORE THAN 16�� o.�.. �
<br /> � � s
<br /> 1 P� P� CX, P� � �2 � 2 P 4 2�3 2 P 2 2. RE: S1.0 SECTION 06100 '�ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. yf � �� �
<br /> > > ? 3. RE: S1.0 SECTION Q6160 'WOOD SHEATHING' FOR REQUIRED SHFAR WALI� SH�ATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIE� DIRECTLY TO FRAMING. t
<br /> 4. SHEATNING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. " U 2
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE I�ESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SNEARWALL MARKS EXCEPT "P6". " ` `
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" Q.C, ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FAL� ON DIFFERENT fRAMING M�MBERS OR " }`
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SNALL BE STAGGERED. � ' � '� ` ' �
<br /> FOUNDATION SILL PLATE AND STUDS 7. NAILS FOR PLYWOQD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1 j2").
<br /> PER SHEARWALL SCHEDULE TYP. 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). �
<br /> ����� 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. E '�
<br /> PROVIDE 3X3X1/4" PLATE - 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING QF ANCHOR BOLTS IS NOT ALLOWED. S �`��1� o
<br /> WASHER C� EA. ANCHOR TYP. 11. GALVANIZED 3" X 3 X 1/4 PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE NJASHERS IN PLATES IS NOT ALLOWED. ti ����
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE WSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1.2. � '�,
<br /> � 13. A35 FRAMING ANGI.ES SHALL BE INSTALL�D WITH 12-8d X 1 1/2" (0.131" X 1 1�2"} NAILS. RE: DETAILS 1, 2 & 3S1.2. � � ' . ;�y a o
<br /> 14. ALL NAILS INTO PftESSURE TREATED 1NOOD SHALL BE HOT-DIPPED GALVANIZED GONFORMING TO ASTM 153 OR STAIN�ESS STEEL � o �
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALI BE PRESERVATIVE TREATED. � �, �"'�
<br /> ° ° � � 1 6. W H E R E B O T T O M P L A T E N A I L I N G S P E C I F I E S A S P A C I N G O F 4 W C H E S O R L E S S N A I L S S H A L L B E I N S T A L L E D I N T W O R O W S O F F S E T 1/2 I N C H A N D S T A G G E R E D. `�?��' � �' �
<br /> o � o � o o° 17. GALVANIZED EXPANSION ANCHORS OF SfMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �,�
<br /> � � ° � ° o � ° � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 S1M. AND BOTTOM PLATE NAILING.
<br /> o a ° o ° �� o . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDEQ SHEATHING IS NAILED WITH 10d NAILS (0.�48" QIA X 3" LONG)
<br /> � A.BOLT PER SHEARWALL SCHEDULE � o I I �N L A R WA � S C H E D U L E �
<br /> 0 0
<br /> a o o � \ � o
<br /> PLYWOOQ ROQF SHEATHING Q N � CO
<br /> � N
<br /> a o (� � o
<br /> ° :a ' .. . . : � � o .
<br /> � �
<br /> d � 4 ` a �� DIAPHRAGM EDGE NAILING � �' �
<br /> a . . �
<br /> a ' � . 4. ., Q
<br /> �° a . �a � Q SIMPSON LTP4 TRUSS/JOIST BLOCKING w �
<br /> d �'�' ' °. SIMPSON LTP4 W/(12j 0.131" DIR. X 1 1/2° �
<br /> �. ° WHEN APPLIED DIRECT TO FRAMING
<br /> FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1 f 2" � co
<br /> WHEN APPLIED OVER SHEATHIN _ • _ • • _ �. _. _ _ • ^ •• _• _ :• . _. . .. . •. . : . � BLOCKING CONNECTION TO �
<br /> _ _ _ � _ � TOP PLATE �
<br /> � � � � �� �: :� � � � � � ;
<br /> SCALE: 3/4"�1'-0" TYP C A L S H E A�WA��. SCALE: NONE �� .:. .:.:. . . . .'. . �
<br /> �
<br /> I' I 1 • �'� FRAMING AT 3 5 �'. . . . . . .. .�.�k+�:.l' o 0
<br /> �4 �IOT USED 05 A�1CNOR BO�T TO CO�JCRETE 0 TYP CA� SIMPSON �TP4 PANEL EDGES � �
<br /> I I � � I I � � �' I'I :. : : : :�'�:�' � �
<br /> 1. EXTERIOR BEARING � �
<br /> SUPPORT I.I � ,� I,I �.� � r, �,� I�I :: : .: . .: _ k� : � � �
<br /> - - - SHEARWALL BEYOND PER ` ( _ � � -• �• �. � �, . ¢
<br /> � ( � � � , .
<br /> m v
<br /> SHEAR WALL SCHEQ. TYP. �
<br /> � / \ / � ROOF/FLQOR SHEATHING NOTES � � �
<br /> \ I / I � � / 2 I \ CQNTINUOUS COIL STRAP� � �
<br /> �
<br /> I� I I� �--�-4 DRAG STRUT PER PLAN � • � � Q �
<br /> / � / \ / �, BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. � �
<br /> / ( \ / f \ ( / I PANEL EuGES (B.N.) JOIST PER PLAN - TYP. � ( O �
<br /> z, EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD NOTE: � i W
<br /> I MINIMUM SIZE OF SHEATHING , „
<br /> � SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS SHALL BE 2'-0" X 4'-0° 1 -4
<br /> � \ / \ / B L O C K A L L P L Y W D. E D G E S L "' DEDICATE ST UD BAY AT
<br /> PLYWOOD FLOOR SHEATHING END OF SHEARWALL FOR
<br /> � � /)�-� I 3. INTERIOR FIELD NAI�ING (F.N.} 12" O.C. AT BEARING SUPPORTS � NOT SUPPORTED BY
<br /> � f \ / \ � RE: NOTES 06160 FRAMING MEMBER. HOLDOWN.
<br /> � 4, SEE PLANS FOR PLYWOOQ TNIGKNESS & NAILING SCHEDULE BQTTOM PLATE CONNECTION � �
<br /> \ / � f / \ 5. LONG DIMENSION OF PLYWOOQ SHALL RUN PERPENDICULAR � RE: 1, 2 & 10/S1.2 + . . . ' �"'
<br /> \ � I I I I ( TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. BLOCKING OR BEAM ;I . . .:.�.{'�.; �j
<br /> / � � 2 PER PLAN ADDL STUDS FOR HOLDOWN �
<br /> �' � DIAPHRAGM EDGE NAILING I I I� , �• ..� PER SCHEDULE.
<br /> I /I I � I I /) I\ I I / 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" SHEARWALL BEYOND PER � �
<br /> -� � � � � SHEARWALL SCHED. 3/S9.0 � I � .� I' o
<br /> 7. MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL � I,I � ��1:��
<br /> .
<br /> g. NAILS SHALL NOT BE OVER DRIVEN �CONTINUOUS COIL STRAP �. � �. I (..:. .:. .:.:_�.;.: : :. � CONT. 2x RIM `�
<br /> DRAG STRUT PER PLAN � I _ . . , . , WfBLOCKING IF REQUIRED �
<br /> � lL . :o. �.
<br /> ��52� _ � _ _. . . . . � Q�
<br /> . . - . . . . . . . . . . . . . . . .. . . .
<br /> 0.148° DIA. X 2 1/4" AT 6" O.C.
<br /> WALL BELOW STAGGERED WALL ABOVE BLOCKING OR CONT. RIM CONNECTION � �
<br /> (14) 0.148" DIA. X 2 1 j4" AT TO TOP PLATE �p � �
<br /> SCALE: NONE SHEARWALL ,L"�j
<br /> SCALE: 3/4" = 1'-0" . , : . HOLDOWN Q,.� O
<br /> �7 ROOF/F�OOR SNEATH1�1� �AYO�T � DRAG STR�T DETAII�S - = - - - - - T = - - - - - - .- - ftE: �o� �,+ 14 & 15/S1,3 � �
<br /> � � � � � . . :� . : PRQVIDE PANEL AT NAILING .�"�.�
<br /> � AT END OF WALL STUDS THAT � �
<br /> •) �• �' I FRAMING AT �� I�.:. . . . . , _ . ' • ATTACH TO HOLDOWNS TYPICAL .
<br /> � PANEL EDGES _ . . . . . , k.j . : � O
<br /> / I � � I � I• : � AT ADJOINING PANEL EDGES PROVIDE �-i
<br /> (1} 1 1/2" (2) 1 1/2" CONT. SOLfD SIM. � (2) 2x FRAMING AT ' ".� � �
<br /> PANEL EDGE NAILING AND FRAMING PER
<br /> SNEARWALL SCHEDULE (STAGGER NAfLS) (�5
<br /> CONT. RIM RIM PLUS BLOCKING R�M ADJOINING PANEL EDGES, I. �. •) �• ' :. ' ��` � �
<br /> � �-- ,-- -.--
<br /> BELOW BELOW BELOW T � -• �• �) �_ . , . � � BLOCK ALL PLYWOOD EDGES NOT r
<br /> � � � II I � - • � II � � �
<br /> ' SUPPORTED BY FRAMING MEMBERS AND
<br /> NAIL W/PANEL EDGE NAI�ING 3 � � �
<br /> RIM TO BLOCKING I.� I � I 1
<br /> � � � � �, .148"DIA.x3'' NAILS � � �, - . GA�VANIZED ANCHOR BOLT RE: 5/51.2 � � �
<br /> � � � C� 3"OC TYPICAL � � � FIELD ' '
<br /> � W � w .
<br /> � � � v � v NAILING �,� : � : �/ 3 X � X 1/4" GALVANIZED WASHER T�1 � O
<br /> Q . . . DIA.jSPACING PER SNEARWALL SCHEDULE. 13 � �
<br /> 4 �� FOUNDATION SILL PLATE
<br /> _ (.. . . . . _ .� . . . . .
<br /> � �� � . . .��. : STAGGER NAILfNG �� � �
<br /> . � �/4,� 3�4» 4 � r-,,
<br /> � ('�. . . � RE: SHEARWALL SGHEDULE FOR SIZE 10 �.1� �
<br /> I �
<br /> (1) ROW (2) ROWS (3) ROWS •{ � I ��� . .�.-_�. �,- HOLDOWN ANCHOR PER PLAN � �
<br /> CENTERED ON CENTERED ON CENTER ON �• J . . . , . � r
<br /> RIM BELOW RIMS BELOW RIM BELOW I � RE: 1 & 10/S1.3 � � �
<br /> �. I I I (• �; '�I` f-�
<br /> I � _ �
<br /> .
<br /> P 6 TI�, P 6 P 4 �C P 3 P 2, 2 P 3, 2 P 4, 2 P 2 ,: � _ + . T T � � T . � _ : _ . �:� :�: � :� . CONCRETE FOUNQATION � � �
<br /> , � q J a a � . � � ^ � Q � � �I W
<br /> � ^ " p ' PROVIDE MINIMUM OF TWO BOLTS PER
<br /> � J I�, � � °� a � �. �„ � �I� ` � � � .� � , � PLATE WITH ONE BOLT NOT LOCATED
<br /> � � "° � a - � - �� °. � � . �` �� . ^ " �.+ � o . . MORE THAN 12 INCHES OR LESS THAN
<br /> � � n � ^ � ^ � � � d a4 ^ ^ ~ ' ^ •C �7� BOLT DIAMETERS FROM THE END. 13
<br /> SCALE: NQNE SCALE: NONE
<br /> 10 BOTTOM P�ATE NA1�.1�1G PATTER�J � 2 TYP CA� SNEARWAL� NO�lE�1C�ATURE E�EVATION '
<br /> � �
<br />
|