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<br /> Writtan dimensions on this drawing shall have pracedance ovar
<br /> scalad dfinensions. Gontactor shall verlfy all dlmensions,
<br /> conditlon5, etc., perta�n�ng to the worlc before proceeding.
<br /> Tha Owner m�st be notiffed of any vartations from the
<br /> dlmenslons and/or �onditlons shown on these drawings. Any
<br /> such variatlon shall be resolved by the Owner prlor to
<br /> ���E
<br /> proceading with tha work, or the Gontractor shall QGGBpt `��� _
<br /> full respon5lblllty for the cost to rectify same.
<br /> ,� �, �, .�
<br /> ��� t ti�� �;� Q�
<br /> �)J�rj h�,� 1 �� � � #m'
<br /> �
<br /> ��.�} � a�}� � �� S S"e
<br /> ,� +t"�"'�
<br /> .a ��=�� �t,�.� �
<br /> �+ �-�-a,.._,�'��y f 'n ��1.� ��t
<br /> � "b f .. � _'•1i�'`�:•�s ..
<br /> 5���1� �Ir�LL SGt-��I7UL�
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<br /> W `� �$, .•�}��.. 9�.�, y�j�
<br /> � I��i^ �0�� ��il�/ . �'4a.,�• . �t
<br /> C� N R I i�lo '"�••°"��t,✓,°�
<br /> SEE PLANS TO DETE£2MINE THE DIFFERENT DESI6NATORS FOR SHEAR WALL MATERIALS,
<br /> NAILING,ANGtiOR BOLTS,AND HOLDOWNS. LOGATE HOLDOWNS A5 GL05E A5 P0551BLE TO THE END
<br /> OF THE DESI6NATED WALL. PER
<br /> ALL HOLDOWNS,ANGfiOR HOLTS,WA5HER5, R NAILS IN GONTAGT WITH P.T.WOOD TO BE PL�N
<br /> HOT DIPPED GALVANIZED. NAIL SHEP�T{-IING TO �
<br /> PI = ONE 51DE PLYWOOD HEpcDER � 2° O.G. E.W.
<br /> P2 = TWO SIDES PLYWOOD
<br /> MIK. 3"x 11.25" NET � . . . .n r^
<br /> �i����� siu.. oPriow4t_. aAse HEM FIR#2 H�ADER, EXTEND TO I.I . . . .I. „ „ V J
<br /> MARK �/�b" TOP E BTM. A35 BLKG. p�� SIMP�.�ON MASAP r�q-rE v�uE 51 MPSON LSTA24 STRAP,
<br /> PLYWD. EDGES FI£LD r'LAT�` ���` ��• q�HpR gpLT5 �G�-`� NAILING (#/LF) END WALLS I'I '_ _'I'I BAGK SIDE, EA. ED6�
<br /> PI-b" 8d b" 12" 6" 18"O.G. 2x4 5/8" � 48" � 48" d ENDS (2) Ibd � 10" 240 i� • �
<br /> PI-4" 8d 4" 12" 4" Ib" O.G. 2x4 5/8" � 32" � 3p" 4 pNpS (2) Ibd �"1" 34q I•II•� I•II•I �AST�N TOP PLATE TO �
<br /> PI-3" ** 8d 3" 12" 3" 14"O.G. 3x4 5/8" � 24" � 24" d ENDS (2) Ibd �5" 450 �•I I•� NDR. 2 ROWS 16d SI NKER � r 1 �
<br /> Ph2" ■* 8d 2" 12" 2" 12" O.G. 3x4 3/4" � 24" � 18" 6 ENDS (2) Ibd �5" 585 • ��l��.5 � 2° O.G. _ ` � �
<br /> .�.� I•I• � ^
<br /> P2-b" "• 8d 6" 12" 6" 10" O.G. 3x4 5/8" � 24" WA (2) I bd �5" 480 �I�I I�I � r'� ^
<br /> P2-4" ** 8d 4" 12" 4" 8' O.G. 3x4 3/4" � 20" WA (3) �bd ���� 7Op (2)2x STUDS � w �
<br /> .I� . . �AGH ED6E �
<br /> P2-3" ** 8d 3" 12" 3° 8"O.G. 3x4 3/4" � 16" WA (4) Ibd �5" q00 ���EJ_ SPL I GE ��F
<br /> P2-2" ** 8d 2" 12" 2" 8'D.G. 3x4 3/4" � 12" WA (4) Ibd �4° ino N�EDED) SI--fP�LL 'I'I I'I' X
<br /> �� � �
<br /> OGGUR WITHIN Z4" .I.I I.I. GONNEGT PLYWOOD � 51MPSON f-+� V � � o
<br /> �"� � �t �
<br /> � ftNGL� GLIP � I� � �
<br /> •'NOTE: iNALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SiiALL HAVE PRAMING O� M I D-HE I C�HT, 'I'I I'I' W/ 8d NAILS c� Z�� O.G. 48' o.c. u
<br /> MEMBERS(51UD5 d PLRTES) ABUTTIN6 PANELS NOT LE55 THAN 3X MEMBERS Nf�IL 2X BLOGKING ,I,I I,I, TO ALL STUDS, PLATES TOP 8 BOTTOM O , � �
<br /> PER IBG 2012,TABLE 2�06.3.1.3X FRAMING WILL BE NOTED ON PLAN. �/ (�> 16d - - � HEADERS O � � � �
<br /> SH�?�THINC� ��C��S — — -� C/�
<br /> I. U5E P01^lER-DRIVEN STEEL 51UD5 AND NAILS BY HILTY OR RAMSET WHERE APPLIGABLE. gd ,4T ��� O.G. ,I,I• • •I•I• APA RAT�D SHTC�. O �}•I �� � �
<br /> 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY. 3/g" MIN. 24/O EXP. I �`
<br /> 3. 50LID SLOGK WITH J015T UNDER INTEf210R SHEAi2 WALLS.
<br /> •�•� I•I• BOTH 51DE5 { H � �
<br /> SHEP�R WALL NOTES ,I,I I,I, TRUS5�5 f'ER °� � � �
<br /> "SIMPSON" �La.t�t � �
<br /> •I•I I•I• +-+D�B WOOD ,'� p � �
<br /> �/I6"OSB Oi2 PLYWOOD SHEATHIN6 -U5E 8d GOMMON Oi2 6ALVANIZED NAILS. BLOGK ALL PANEL TO GOI`IGRETE 00 �
<br /> �,I • • ROO� SHTG - 1VAIL � � �
<br /> EDGES. LON6 DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTIGALLY.NAIL� 12° a�.To,�,�L GONNEGTORS OR PER PLAN 16d � 8" O.G. � �
<br /> INTERMEDIATE STUDS. WHERE 3"NP�IL SPAGIN6 IS SPEGIFIED AT PANEL EDGES,USE I-I/2"8d I' ' I'� '� �QUAL IVAIL PER SI-IE.4R SGf-iEDULE
<br /> 5H01?T NAILS OR 3X 51UD5 WITH bd GOMMON NAILS. FOR 2"NAIL 5PAGING,U5E 3X 5'lUDS 8d � 6" O.G. � �.
<br /> AND 5TA6GER PANELS. WHEi�E PLYWOOD 15 2 51DE5 OF WALL, JOINTS TO FALL ON I �
<br /> SEPARATE STiJDS ON EAGH SIDE I•I• I�I�I (3) 2x PLATES (I PLf�TE � .
<br /> PLOOR PLYWOOD-U5E 8d GOMMON NAILS� 10"O.G.AT INTERMEDIATE SUPPORTS,6"O.G. I I I I }��.US 2 BLK. B�TWEEN STUDS) 2X BLiGG. W/ 16d �LR. SYS.
<br /> AT ALL PANEL EDGES AND 4"O.G.AT ALL SHEAR WALLS,UNLESS OTHERiNISE SHOWN ON PLANS. I•I•�� � NAIL SHEATHINC� TO � 8" O.G. B VENT P�R PLAIV �
<br /> FLOOR J015T5-J015T PARRALLEL TO FLOOR OPENIN65 AND EXTERIOR WALLS SHALL BE I'I;�'_, �AGH PLf�TE HOLES '
<br /> Gf2055 BLOGKED AT 48"O.G.� EDGES W/(4) IOd NRILS POR THE PIRST BAY.
<br /> O�/�R}-IAh1G ff I-f3 ANGI-10R � SLOGKING
<br /> 3"x 3" x I/4" SQUARE WASHERS AT ALL ANGHOR BOLTS. � 3/4��� X �'-J° A.B. FASGIA 48" O.G.
<br /> GONG. SLAB � �" MIN. EMBED.
<br /> �/I6"05B OR PLYWOOD SHEATHING-STAPLE SGHEDULE
<br /> ALLOWABLE SHEAR VALUES WITH HEM FIR#2 5TUD5 W� 3��X�°XI��I-��
<br /> PLATE WASHER �
<br /> 2" Ib GA.STAPLES� I5 6A.STAPLES� 14 GA.STAPLES� GONT. �OOTIN6 \
<br /> 3"O.G. -280#/ft. 4"O.G.-280#/ft. 4"O.G.-303�/ft. � r
<br /> 2"O.G.-360�/ft. 2-V2" D.G. -4307�/ft. 3"O.G. -390�/ft. �
<br /> 4"O.G.AND IOd NAILS 2"O.G. -504�/ft. �
<br /> � 6• o.�.-b2��Ft. 2012 IRG PORT?�L �RAM� s�+�n r�oo� To oF�s�T �
<br /> FIELD SPAGING: 12"O.G.NAILS 6 STAPLES. � � SH�?.R 1N/�.LL GONN�GTI ON �- O
<br /> L i R602.2 10.6.2 L i �
<br /> NO SG?.LE o Q O
<br /> HOLDOWNS- INSTALL SIMPSON HOLDOWNS OR EQUIVALENT AT THE END oF SF+EAR WALLS NO SGALE � O��
<br /> WHEN SHOWN ON DRAWINGS. TO ATTAGH U5E 2X OR 3X HF#2 CANS'iRUGTION GRADES AS � O��
<br /> SHEAR WALL HOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WtiERE SFfOWN ON PLANS. �
<br /> w# �m
<br /> � w�� �
<br /> Wt11W �
<br /> � ��
<br /> � }�'
<br /> � lll
<br /> N
<br /> D�GK LENGTH
<br /> D I STf�NGE "/�." 2'-O"
<br /> LUS2(JOIST SI �)-Z �
<br /> H�NC��RS �
<br /> � � �
<br /> �
<br /> X t
<br /> # z ` P.T. 4x4 +-I�#1 DEGK F'OSTS � O �
<br /> (jj = � 4'-O" MAX SP�4GING ' � �
<br /> � �
<br /> /� 2 S/b"�HDG Tt-iF2U-BOLTS W/
<br /> � �j � u � 2"� INAS}i�fZ ON OUTSIDE �AGE � � � �
<br /> � (Q N � -� AND STfiNDA�2D GUT WASi-IEf2 m �
<br /> PT 2x"JOIST SIZE" F#2 � �. m BETWEEhI NUT AND DTT2Z S�AT � ' �
<br /> U � y ?�LIGh! DEGK JOIST YV/ F'OST FOR — A O
<br /> �16" O.G. � Q O 1, � TEh1SION TIE P.TTAGI-IMENTS rV n
<br /> � v
<br /> � Q Q SH�f�iZ WALL PER PL.4N � � O
<br /> � � � � �
<br /> � �� DOU�L� STUD � EP.Gf-f. �1
<br /> � SIMPSON DTT2Z TENSION TIE SEGURED � � � �
<br /> TO DEGK JOIST Of2 SLOGiGING 1^!/ STR�4P �DC7E � � �
<br /> PT 4X4 HF *k2 2x8 MIN. (8) sns%q" x i%2' WOOD SGREWS ���F" T�C� �LR. SHTC�.
<br /> POST TYP. USE � �
<br /> RIM JOIST � �
<br /> �B44 OR �C�U�L 18" D i�. x 18" D��P MST48 � GENT�RL I N� O�
<br /> GONG. FOOTINGS � ������ � � �O S T G 0 1��l�G T I O l� '��"` �'�'S T .. m
<br /> ��G� �iZ�i"( I l�C� l��T� I � SGALE: 3/4" = I'-O" �
<br /> PONY Wfi�LL �'
<br /> (z) zX4'S � 16" O.G. 0
<br /> OR (I) zX6 � 16"O .G. LOOR JOIST �
<br /> MIN. -7/16" P�N�L SHTC�. PER PL�.N
<br /> BLOGK�D �DC-��S
<br /> date: 12-OI-14
<br /> 8d� 6" o.G. � �DG�S permit:
<br /> 8d� Iz" o.G. IN FIELD � revisions:
<br /> OR SI-+E�4RW�LL NA I L I NC-� �
<br /> � � G l� � � I �.�/ T I I PER PL?.N � _
<br /> X 0 drawn b : M1�1J
<br /> � P.T. 4x4 H�#� DEG1G POSTS � ( O � I � � I � I I � I �. G I'1 e G�Ge� bt�:
<br /> � 4'-O" MAX SPAGING
<br /> _ I I-fOLDOWN PER
<br /> - 5 F— DISTANGE "F." = 8'-O" DISTAh1GE "?." =10'-O" DISTANG� "A" = 12'-O" DISTANGE "A" = 14'-O° � CJ���T
<br /> C�) /$�HDG Tf-+RU-BOLTS W/ I - -/'-O" DISTANGE "B" _ '7'-O" DISTf�NGE "B' _ -1'-O" SI-1��4RW�LL SGI-tED.
<br /> � �'�D l^IASt-f�fZ ON OUTSIDE F?�G� DIST?.NGE "B" _ -i'-O" DISTANGE "B" -
<br /> I ///��� ,101ST SIZE _ �X8 JOIST SIZE = 2X8 JOIST SIZ� = 2X10 JOIST SIZE = 2XI2 I
<br /> AN� STfaNDARD GUT WftSl-IER f \ I O � BEAM SIZE = 4X8 BE.4M SIZ� = 4X8 BEAM SIZE = 4X10 BEAM SIZ� = 4X10
<br /> (p B�TWEEN NUT AND DTT2Z SE.4T � � NUMBER OF POST = 2 NUMBER OP POST = 2 NUMBER OF f'OST = 2 NUMBER O� F'05T = 2 G��DE II
<br /> SOLID PT 2x_ HF#2 BLOGKING +—{ � (
<br /> (v AT TENSION TI� ATTAGHM�NTS � X
<br /> ISTANGE "F�" = 8'-O" D15TANGE "/a" = 10'-O" DIST.4NGE "A" = 12'-O" DIST?.NGE "A" = 14'-O" X � I
<br /> DIST?.NG� "B" = q'-O" DIST,4NG� "B" = q'-O" DISTANG� "B" = 4'-6" DISTANGE "B" = 4'-6" � `t, � I
<br /> J015T SIZE = 2X8 JOIST SIZ� = 2X8 JOIST SIZ� = 2XI0 JOIST 51ZE = 2X1� � �'(� C �
<br /> 1 r C4) �8 x 3%2' WOOD SGREWS I � � BEAM SIZE = 4X10 S�AM SIZE = 4X1� SEAM SIZE = 4Xb SE?tM SIZ� = 4X8 �
<br /> �� � REAR OF BLOGK TO JOIST � UMBER O� F'OST = Z �UMBEF2 O� POST = 2 1VUMBER O� POST = 3 NUMBEI? OP pOST = 3
<br /> � ,4.8. � FDTN.
<br /> - DISTANGE "f�" = b'-O" DISTANGE "fa" = 10'-O" DISTAIVGE "R" = 12'-O"DISTANG� "R" = 14'-O" PER TYP. D�T.41 L
<br /> � SIMPBON DTT2Z TENSION TIE SEGUR�D DIST.4NGE "8" = 8'-6" DISTAhlGE "B" = 5'-6" DIST.4I�1GE "B" = 5'-6" DIST?.NGE "B" = 5'-6°
<br /> TO DEGK JOIST OR BLOGKIhIG 1^!/ I � JOIST SIZ� = 2X8 JOIST SIZ� = 2X8 JOIST SIZ� = 2X10 JOIST SIZE = 2X1�
<br /> 2x8 MIN. (8) SDS%q" x I%2' WOOD SG(2EW5 \ � I � NUM ER OF P05TX� B NUM ER OP PO TX8 3 ���M SIZE = 4X8 BEAM 51ZE = 4X8 TYPIG�.L �'O1�lY W�.LL I��T�.IL
<br /> \_/ NUMB�R OF P05T = � NUMBER OF POST = �
<br /> � S�E GEh1ERPaL 1VOTE5 NO SG.41_�
<br /> DISTANGE "fa" = 8'-O" DISTfaNGE "fa" = 10'-O" DISTf�NGE "A" = 12'-O" DISTfaNGE "A' = 14'-O"
<br /> DIST,4NGE "B" = 6'-6" DISTANGE "B" = 6'-6" DIST?�NGE "8" = 6'-6" DISTANGE "B" = 4'-4"
<br /> / _IOIST SIZE = 2X8 JOIST SIZ� = 2X8 JOIST SIZE = 2X10 JOIST SIZ� = 2XI2
<br /> � ��i�l D fi�� I � �'O S T G O 1�l 1�1�G T I O 1�l � ( 'L/ I NUM ER OP PO Tx� B NUM ER OF POSTXB 3 NUM�R O� PO TX8 B NUMBER OF PO Tx� 4
<br /> S�,�L�, �,4�� - ��_o�� Oi�Tl01��� ��G� ��i� �.OT S�O�� .
<br /> �1�C� I 1���fi��]� l��G� ]��S I �N �M�T�'I X
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