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2X BEARING WALL (L�
<br /> PER PLAN �J SOLE PLATE NAILING PER SHEAR
<br /> . ' SOLE PLATE NAILING PER SNEAK —�- WALL SCHEDULE (2) *4 CONT.
<br /> WALL SCHEDULE SOLE PLATE NAILING PER SHEAR W
<br /> WALL SCHEDULE 4' SLAB
<br /> 3/4' T4G PUJ SHEATHING- )1 3/4' T4G PW SHEATHING- EDGE NAILING - SEE GENERAL NOTES ON GRADE U
<br /> 3/4' T4G PW SHEATHING-
<br /> .a- EDGE NAILING - SEE GENERAL NOTES
<br /> tY
<br /> � � -EDGE NAILING - SEE GENERAL NOTES
<br /> 2X JOISTS VII 2x RIM 2X JOISTS 2X BLOCKING c W
<br /> 2X JOISTS )(_. 2X RIM BOARD 16' 0.C.------TAT BEARING WALL ONLY d a •
<br /> rz
<br /> ® N9 16' O.C. `�� 11 kito
<br /> • d•
<br /> � oTREATED SILL PLATE W/ �' 16 O.C. ��I5/8' , A.B. 4 1/4'x3'x3' GALV. WASHERS. I5/a' , AB. 4 I/4'x3'x3' GALV. WASHERS. ^ TREATED SILL PLATE W/ I
<br /> SW2L W
<br /> �i SEE SHEAR WALL SCHEDULE 4X1® 2X6 X 14 EACH IDE /
<br /> •
<br /> o *4 TOP ►SII SEE SHEAR WALL SCHEDULE o *4 TOP ` _ (5) 16d GALV. IN BEAM 4 I `Y'
<br /> ✓ 1 f 0 O r � (5) I6d GALV. IN POST VJ
<br /> TREATED ° 8'
<br /> ✓ *4 e 16' O.C. iii '/\\/\\/\'V\/\\/\\/\\r\\ \i\\i V *4 e 16 O.C. \/\\\\/\\'C/\\\/\\\/\\\/\\\/\\\/"\/\\� �-' °
<br /> w //\//\//\//\//\//\//\//\/ //�/ ///////////// / /�//// 4X4 AT CONT. SPAN BM. ( (2) *4 CONI. `°
<br /> P EACH WAY j\\j\\j\\j\\j\\j�\��\\�\\' \/ EACH WAY /\\j\\/\\/\\j\\j\\\j\\\,\\\•�\ 4X6 AT BM. SPLICE ANGLE =DE - SIMPSON A33 W/4' LIGHT LINE z4 TIGHT LINEA ....._.] <7 m L L
<br /> e0 E O E (2) *4 EA WAY - (4) SIMPSON PDP-I50 POWDER ACTUATED FASTENERS - . J t®
<br /> _ IN CONCRETE USING SIMPSON PTP-21
<br /> %\\%T\\%\\%\\%\\%\\%\\%\\%\\%\\% % 4' PERF.DRAIN //\//\//\//\//\//\//\//\//\/\/\/\/\/ = 4' PERP.DRAIN 11-0'
<br /> +,
<br /> \ \ \\ \\\ \ \ \ \ \ \ \ \ \\. cp COVERW/FILTER _ Uj /\/ / / /%\/ j\j\/\j/\//\/ s COYER W/FILTER \ X's/:\// ///// // / •\,\\/\\/\\,` /\\////\//\\//j 0.60
<br /> FABRIC \\\\/\�\/\\\/\\\. \ \\r\\//�\//\//�\/ `O < FABRIC O 0N hi
<br /> (2) *4 CONT. W/ CORNER BARS '\/\/\/ / /,// //./// / /\/\/` a `'V
<br /> a
<br /> 1' 4' (2) *4 CONT. W/ CORNER BARS / 1'-4' /..„,„,„,,,,, 2 -O, /\//\\�\���\�� ® nl W
<br /> `V
<br /> SECTIONhkw
<br /> ollp --
<br /> C3) SECTION SECTION
<br /> 3/4' T4G PW SHEATHING SOLE PLATE NAILING PER SHEAR SOLE PLATE NAILING PER SHEAR SOLE PLATENAILING - �� 1'-0' �� r�
<br /> NAIL W/ ad m 6 O.C. EDGES WALL SCHEDULE WALL SCHEDULE SEE SHEAR WALL MIN VJ
<br /> AND ad 9 10' O.C. FIELD 3/4' T4G PW SHEATHING- SCHEDULE - SI D.
<br /> BOTTOM OF FOOTING
<br /> BEYOND.
<br /> 3/4' T4G PW SHEATHING- EDGE NAILING - 1.
<br /> EDGE NAILING - SEE GENERAL NOTES • EDGE NAILING - SEE GENERAL NOTES _ SEE SHEAR WALL /\ PIPE SLEEVE
<br /> SAWN JOISTS .f SCHEDULE - SI \ ; U _i_
<br /> SAWN JOISTS I 2X RIM BOARD 9 16' O.C.- +
<br /> :11%4!
<br /> SAWN JOISTS 2X RIM BOARD � + I SIMPSONLTP416 O.C. ® 16 O.C. l2) PER BLOCKING �\ j\�j'V' >'BLOCKING 2X4 BLKG + + \\ % �\/' /,\•`\/.\/ / FOOTINGS ERMITTED
<br /> GARAGE SLAB ON GRADE GARAGE SLAB ON GRADE \ /i ` �'- ` _ li��� (3) I6d INTO BLKG PITO E PARALLEL %. �� /\\,j// _\--- _
<br /> [flo 11) *4 TOP ► C p (1)iit *4 TOP II tit
<br /> o ! 2X6 BLKG. - ATTACH TO JST. \�' / _ ®Ov Di' Ov . II °d a • 0 1b -*4 TOP ' E WEB U/ 4-10d �O' m
<br /> V *4 m 16 O.C. d4 °4 a . ° Q V *4 9 16' O.C. I ° d ° • a TREATED SILL PLATE W/ /\/\/\/\/\/\ \ ;\�/., / 11
<br /> Lu II ,/\r \/ \/\r \r \/ \ryyV w 5/ � \ \ \ \ \ \ Q
<br /> a `\\\`\\\`\\\`\\\`\\�`\\�`\\�`\\�`\\j\�f Q- EACH UAY - �J /\j\j\j\j\j\j\j\j\j\j (� a A.B. 4 1/4 GALV. UASHERS. / //%\//\/✓///\/� 7/16 OSB SOFFIT / 11/2 6 CONCRETE ALL
<br /> EACH WAY // / / / / / / / / / ////////// /�\\/�// �j .\\,\\..� NAIL U/ 8d 6' O.C. SIDES OF PIPE. Z
<br /> Z _�' /\\/\/\/\/\/ /�\,•\ • z /\//\//\j/\//\//�/ z SEE SHEAR WALL SCHEDULE
<br /> ''..;
<br /> 4 TIGHT LINE 0
<br /> E �\�\\��\\,\\//`/' r \\�\\�\\,\\/ r z EDGES 4 12' O.C.FIELD `� Q
<br /> _ ID ” � O NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING
<br /> FOR DETAILS AND FOR DETAILS AND AS REQUIRED.
<br /> ✓ ,/\7-\v\v\v\v\v v v\v\v\v\ CoCALLOUTS IN \\jj\j\j\j\j\j\j\j\j\j\j\ \ •• Co CALLOUTS IN \j\j\%\j\/\\j\j\\j\j\\j\j\j\j\\j `9 (�
<br /> / //�//�//�/j�/j�/jam/j�/j�/j�/jam/j�/,: • • ` COMMON, SEE40 /\/\/\/\/\/\/\/\/\/\/\/\\/\\ COMMON, SEE (5 ) \/\\/\\/\\/\\/\\/\\/\\/\\/\\j\\/\\/\\/\ 4' PERF.DRAIN I. THIS DETAIL SHOWS PERMISSIBLE LOCATION OF PIPES OR a 4
<br /> \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \ \ \ \ \ \ \ \ \ \ \ \ /FILTER
<br /> /\/\/\ /.\/`// \/ /\/\/\/ ��/� /\//, //��/�/�/� /\/`//////////// 0...6...______________----
<br /> COVER W N\' \ \ \ \\. \/\/\/\/\/\i \.\ \ ` \.\ \j\j\/\j \\\//,/�\ ` '� \`\\/\\ \ \ EXCAVATION. L, /\/� ' `� \\ /\\ `' \\��\\��\\� \\j • . FABRIC 2. FOR PIPES GREATER THAN 3'-0' BELOU FOOTING, BACKFILL 0
<br /> ” 8' / / 8' / *4 16' O.G. TRENCH WITH STRUCTURAL BACKFILL.
<br /> 1'-4'/ ” I'_4' EACH WAY (2)*4 CONT. W/ CORNER BARS
<br /> / TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS
<br /> a
<br /> SECTION SECTION Or SECTION SECTION
<br /> I' = II-01 I' - 1'-0' I' • II-01 I0......3.,i ' = I'-0' . - s4
<br /> .-,4 ..,,,,,,„,,,, ,,,,,,. , .,4 S
<br /> V L TREATED SILL PLATE U/ ` �lJ _ „ t,' "" � ',
<br /> 7 5/8' + A.B. 4 I/4'x3'x3' GALV. WASHERS. 6X6 POST INSIDE
<br /> SLAB ON GRADE REIN •
<br /> SEE SHEAR WALL SCHEDULE W/ ABU66 (4) 4X4 OUTSIDE '
<br /> mss .
<br /> -
<br /> PER PLAN W/ ABU POST BASE
<br /> m
<br /> SHEAR WALL PER PLAN BOLTED HOLDOU.N PER PLAN "
<br /> i . If j EDGE NAILING - SEE GENERAL NOTES -
<br /> 40 DIA. (20' MIN) 3i4' T4G PW SHEATHING- 0 0 SOLE PLATE NAILING W/
<br /> TYP ALL COMER
<br /> BARS. o I6d 6 6' O.C. E
<br /> *4 TOP POST PER PLAN 4-�
<br /> EDGE NAILING - SEE GENERAL NOTES
<br /> .....
<br /> \j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j ,�\\�\�\\�\\�\\�\j�\\A\\�\\� 40 BAR DIA. LAPL 4' SLAB ON JOIStS „,,,,.
<br /> /\/\\//\\/\//\\//\\//\\//\\//\\//\\//\\/. \//\/��/��/\\/,/' TYP 20' MIN. _ X SOLID BLOCKING
<br /> 16' O.C. t -1
<br /> 4 TIGHT LINE • � GRADE - ® � �
<br /> O 03.• si: , Ct :
<br /> PLACE ALT. BARS (2)2X6 MIN. BELOW SIMPSON LTP4
<br /> *4 16' O.C.
<br /> \ = 4' PERF.DRAIN AS SHOUN. NOTES: SHEAR WALL EDGES •
<br /> SPACE 16' O.C.
<br /> COVER UJ/FILTER
<br /> (BELOW HOLDOWNS) I 7 :::: W
<br /> EACH WAY ` FABRIC I. PERT. REINF SHOWN IS i3
<br /> • • 0 —�-- ADD'L. IF NORMAL WALL REINF
<br /> S OT IN O OCATION. ` FINISH GRADE *4 e 16' O.C. TREATED SILL PLATE W/ r.
<br /> '
<br /> I N PR PER L - o. o: j j�j�j�j�j�j�/`.�\� - ` 5 w
<br /> 2. CORNER BARS ARE SAME `- •
<br /> \� \� \� \� \� \� 1 /////�/ //�//// / EACH WAY (lei' / • AB. 4 1/4 X3 X3 GALV. WASHERS. ®
<br /> 111 2' MIN SIZE AND SPACING AS i 2 i\\/\\/\\/\\/\\/ /�\ Lo
<br /> (2) *4 DONT. U/ CORNER BARS 6 MAX HORIZ REINF. "'� `/��/,\�/,\/, %\�/,\�/,�� �- ®. .\\,.\\,\\,\\/... SEE SHEAR WALL. SCHEDULE �'
<br /> a, —f .\.��� �� .� .� EXTEND STEM WALL *4 TOP ,
<br /> ` ” (2) *4 10' AND ABOVE. 3. WALL DETAILS SHOWN. 6' PAST END 4 m ill
<br /> 1'-4' " • I' CLR FOOTING DETAILS SIM. F- OF SHEAR WALL C = �,
<br /> / 4. WALLS THICKER THAN a' • • ` ALL-THREADS AT :02 ,s. . ' FOOTING TO HAVE DOUBLE MAT. �` `\\�i�%i\\\/�\\��\i� _ %/��:/��//�\%/i HOLDOUNS - SEE
<br /> OF REINF. 4 S AND • DETAIL ® -
<br /> SMALLER USE SINGLE
<br /> TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS MAT. EXTEND FOOTING ® u
<br /> 'L' EACH WAY SEE FTG. SCHEDULE i'-6' PAST END _\: `
<br /> Cc3) SECTION SECTION OF SHEAR WALL 8'
<br /> " SEE SCHEDULE (2) *4 CONT. W/ CORNER BARS
<br /> 1' _ 1 0' � I' = 1'-0' / 1 -4' /
<br /> CORNER, OR EDGE OF CONT. DOUBLE STUDS CORNER, OR EDGE OF CONT. DOUBLE STUDS SHEAR WALL - SECTION
<br /> DOOR OR UINDOU SHEAR WALL Q SHEARWALL EDGES.
<br /> SHEAR WALL SHEARWALL EDGES. DOOR OR WINDOU NAIL STUDS TOGETHER __...0._____,k____{-_. SHEATHING SECTION 0-2)
<br /> NAIL STUDS TOGETHER SHEAR WALL ( 11)
<br /> 1. .. I'-0'
<br /> 10d 9 12' O.C. _ j_ SHEATHING 10d 9 12' O.G.
<br /> • I' • 1'-0'
<br /> -
<br /> PANEL EDGE " SHEARWALL SHEATHING CONT. DOUBLE PANEL EDGE ` SHEARWALL SHEATHING CONT. DOUBLE
<br /> NAIL SPACING FROM TOP PLATE OF WALL STUDS NAIL SPACING \ = FROM TOP PLATE OF WALL STUDS
<br /> TO SILL PLATE TO SILL PLATE 0 9 - -
<br /> ..
<br /> WMMa
<br /> ° ° = HDQ HOLD DOWN TREATED
<br /> HDQ HOLD DOWN ca
<br /> FLOOR I W/ SIMPSON PAB1-36 II-I SILL PLATES
<br /> le 1 W/ SIMPSON PAB7 36 SHEATHING ® z z
<br /> SOLE PLATE NAILING - - `
<br /> I-= RIM JOIST - 0. fc! I—, _ C e
<br /> i-I -- - - PANEL EDGE NAILING. - -II PANEL EDGE NAILING. -
<br /> _ -ALSO NAIL TO TOP ALSO NAIL t0 TOP in
<br /> c `� BELOW II
<br /> ui ':
<br /> PLATES SAME AS EDGE I PLATES SAME AS EDGE ,ii
<br /> OF SHEARUALL NAILING u' }- Q
<br /> `_- J_I 1 =- SHEARWALL NAILING � e a- 0 n
<br /> r– -- PANEL EDGE NAILING �_\ 5/a'• 'J' BOLT SLAB ON �' } o
<br /> — __-
<br /> _ ON SILL PLATE _I i W/ '41x 3'x3' WASHERS GRADE tu i t
<br /> PANEL! EDGE -- _ = PANE EDGE -9 AT EACH A. B. \
<br /> I = TREATED NAIL `PAGING (TYP.)
<br /> NAIL PACING SIMPSON PAB7-36 = SILL PLATES
<br /> - = SIMPSON PAB7-36 Project #
<br /> 5/8'0 'J' BOLT '-+-
<br /> W/ I/4'x 3'x3' WASHERS -
<br /> AT EACH A. B. _ �-
<br /> (TYP.) 7r = Ii- I Sheet
<br /> r_ 111 ` II,I �
<br /> ,. -II I ' iv--
<br /> ,. CITY OF EVERETT
<br /> F
<br /> � _ _ SI ASO\ �O SILL L4 E 1�_T4I� SIMPSON �1�QS SILL PLATI'=1' 0' IV.1 1'.I'-0'
<br />
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