3610 W MUKILTEO BLVD 2020 Plans 2022-12-01

MARK TYPE ,HOLD-DOWN SCHEDULE - HOLD DOWNS ATTACHED TO CONCRETE CAPACITY ANCHOR BOLT (MONO POUR) ANCHOR BOLT (TWO POUR) NUMBER OF STUDS / SOLID COLUMN NAILS / SCREWS /BOLTS TD1 STHD14 OR HDU4-SDS2.5 - - 3285 SSTB24 (FOR HDU4) SSTB24 (FOR HDU4) (2) 2 X HEM -FIR 30 -10d (0.148" DIA) TD2 HDU5-SDS2.5 (SPF/HF) 4065 SSTB24 (FOR HDU5) SSTB24 (FOR HDU5) (2) 2 X DOUG-FIR 38 -1 Od (0.148" DIA) - - - SHEAR - ALL SCHEDULE - - TD3 HDU5-SDS2.5 (DF/SP) 5645 O x 24 ASTM A307 0 x 24 ASTM A307 (2) 2 X DOUG-FIR 40 -10d (0.14811 DIA) TD4 HDU8-SDS2.5 7460 SSTB28 SSTB34 (2) 2 X DOUG-FIR 20 - 11 X 3 - SCREWS CAPACITY (LB/FT) SHEATHING EDGE NAIL SPACING BOTTOM PLATE NAILING SILL PLATE CONN. TO SHEAR CLIP SPACING TYP FRAMING FRAMING AT FOUNDATION SILL MARK (1) (PLYWOOD/OSB) (2) NAIL SIZE (3) (4) FIELD NAIL SPADING (2ND FLOOR) (6) FOUNDATION (10) (LTP4 OR A35 REFER To DETAILS) (U.N.O ABUTTING EDGES (11) PLATES PLATES TD5 HDU11-SDS2.5 9540 1" 0 X 24 ASTM A307 1°' � X 24 ASTM A307 6 X 6 DF 2 POST 26 -"X 3 m SCREWS _ TD6 HDU11=SDS2.5 11175 1" 0 X 24 ASTM A307 1'° 0 X 24 ASTM A307 6 X 6 DF 1 POST SW-1 213 7/16 8d (0.131 DIA) 6 SEE NOTE 5 16d @ 611 O.C. 2" X 10 @ 35" O.C. LTP4 or A35 @ 161, O.C. 2 X 2 X 2 X (2) 2 X TD7 HDUI4-SDS2.5 14445 1" 0 X 24 ASTM A307 1'° 0 K 24 ASTM A307 6 X 6 OF 1 POST SW-2 254 7/16 8d (0.131" DIA) 4 SEE NOTE 5 16d @ 41, O.C. 1' X 10 @ 30" O.C. LTP4 or A35 @ 161, O.C. 2 X 2 X 2 X (2) 2 X ° T08 HD12 15510 1-1/8" X 24 ASTM A307 1-1/81, X 24 ASTM A307 6 X 6 DF 1 POST 2 - - SW-3 350 7/16 8d (0.13VI DIA) 3 SEE NOTE 5 16d @ 4" O.C. z ° X 16 @ 20" O.C. LTP4 or A35 @ 16" O.C. 2 X 3 X 3 X (2) 2 X TD9 HD10 19070 1-1/4 X 24 ASTM 307 1 �1/4 X 24 aSTM A307 6 X 6 DF 1 POST SW-4 492 15/32 10d (0.148 DIA) 3 -SEE NOTE 5 16d @ 3" O.C. 51 - $ X 10 @ 24 O.C. LTP4 or A35 @ 12 O.C. 2 X 3 X 3 X (2) 2 X r - - SW-5 631 15/32 10d (0.148 DIA) 2 SEE NOTE 5 16d @ 2 O.C. $' X 10 @ 18" O.C. LTP4 or A35 @ 9" O.C. 2 X 3 X 3 X (2) 2 X I� : 15 - LI d u 3n 1 (� � 0 e L� NOTES: SW-6 836 32 BOTH SIDES 10d (0.148 DIA) 4 SEE NOTE 5 a DIA LAG SCREW @ O.C. a X 10 @ 18' O.C. SEE DETAIL 1 2 X 3 X 3 X (2) 2 X n - - -- CJ to SW-7 1200 32 BOTH SIDES 10d (0.148 DIA) 3 SEE NOTE 5 4' DIA LAG SCREW @ 3" O.C. 2" X 10 @D 14" O.C. SEE DETAIL 1 2 X 3 X 3 X (2) 2 X 1. HOLDDOWNS SHALL RE MANUFACTURED BY THE SIMPSON STRONG -TIE CO, OR EQUIVALENT. - - - - - - - I SW_8 1540 32 BOTH SIDES 10d (0.148 DIA) 2 SEE NOTE 5 ' DIA LAG SCREW @ 3" O.C. 1' X 10 @ 24" O.C. SEE DETAIL 1 2 X 3 X 3 X (2) 2 X O o ro u 2. ALL BUILTUP STUDS SHALL RECEIVE SHEAR WALL EDGE NAILING. ADJUST STRAP - C� z 0 -4- � NOTES LJn 3. INSTALL HOLD-DOWN BOLTS THRU THE THICKER SECTION OF THE SOLID POST. TO PROVIDE NAIL SPACING U �.(10 1" 0 LAG BOLTS PER SCHEDULE SHEATHING PER SCHEDULE 5/3°' DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST20, SST24, OR SST28. SHOWN 1 ALLOWABLE SHEAR CAPACITY ASSUMES HEM -FIR FRAMING, AND IS BASED ON THE 2015 IBC SHEATHING PER SCHEDULE -� 4 4 X D - F F N .>a 3/4" DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST26 OR SST34. SLIT IN WITH INCREASES FOR LOAD DURATION. S �7 ®� REQUIRES FRAMING. D 2 OR SAWN JOIST SHEATHING 3.5 X D - LVL FOR TJ C�jju ® ® NAILS MAYBE UPON ENGINEERS APPROVAL, 1/32" RATE® SHEATHING MAY BE U5E® WITH NO CAPACITY REDUCTION. (LENGTH TO EQUAL SW ABOVE) TYP NAILING OMITTED HERE O.S. INDICATES ONE SIDE OR WALL TO BE SHEATHED, B.S. INDICATES SHEATHING ON BOTH SIDES. �f� - FILLER A35 16" O.C. (NOT ALL NAILS (NEAR STRAP)L ` LTP4 12" A36 16" O.C. T " TYPE (2) CAPACITY (3)(4) NUMBER OF STUDS /SOLID COLUMN .NAILS /SCREWS /BOLTS O C LTP4 12 O.C. -. MST37 2010 (2) 2 X HEM -FIR 30 10d (0.148" DIA) SHOWN - FILL 3 Sd NAILS 0.131" dia 10 NAILS 0.1481, dia MST48 31®5 (2j 2 X DOUG-SIR - 38 10d (0.14811 DIA) ALL HOLES IN 4 FOR SHEAR WALL TYPES SW-3 AND HIGHER, ALL PANEL EDGE NAILING AND FOUNDATION SILL NAILING MST60 4800 (2) 2 X DOUG-FIR 40 -10d (0.148 DIA) BOTH STRAPS ADD 2 X F LL DEPTH BLOCK (2) MST48 6210 - (2) 2 X DOUG-FIR (2) 38 -10d (0.148" DIA)** (UNO) @HOLD®DOWN LOCATION SHALL BE STAGGERED. FLOOR JOIST (2) MST60 9600 (3) 2 X DOUG-FIR (2) 40.1od (0.14®' DIA}** STRAP oN BOTH 5 12" FIELD NAILING FOR STUDS 16" O.C. AND 6" FIELD NAILING FOR STUDS 24" O.C. SHEATHING PER SCHEDULE SW PER PLAN WHERE IT OCCURS - _ " " SIDES OF STUDS SCREW LENGTH MUST BE ADEQUATE TO ENSURE 2=1/4" \_ 5.5 OR 7.5 FOR 2 X 4 WALL 6 WHERE LAG SCREWS ARE REQUIRED, NOTES: 7.5" FOR 2 X 6 WALL II APPLIES TO SW=6 ONLY SHEATHING PER SCHEDULE (1) FILL ALL HOLES WITH 1 Od COMMONS NAILS (EXCEPTION SEE NOTE 3). PENETRATION OF THE LAG INTO THE RIM JOIST BELOW. PRE DRILL WITH 3/16 DIA LEAD HOLE, 1 A (2) WHERE DOUBLE STRAPS ARE INDICATED SUCH AS (2) MST37 USE 7 ADDITIONAL BOTTOM PLATE ANCHORS ARE ONLY REQUIRED AT WALLS DESIGNATED ON PLANS DOUBLE SIDED SHEAR WALL CONNECTION DETAILS (SW-7 THRU SW�B) 1Od X 1-1/2" COMMONS NAILS. SEE DETAIL A/S-3 FOR DETAIL. HDUXX AS PERFORATED SHEAR WALLS. THESE ANCHORS ARE NOT REQUIRED AT FOUNDATION SILL PLATES. 1 (3) THE VALUES ABOVE ARE BASED ON A 16" CLEAR SPAN WITH HEM -FIR c B HOLD-DOWN DOUBLESTRAP 10d NAILING (TYP) 411 FRAMING WIND LOAD DURATION. AT AC IE F WALL 3 ALIGN STRAPS WITH WALL STUDS AND CENTER AT FLOOR SHEATHING. 211Do ** STAGGER NAILING PER DETAIL B 0 WALLS WITH OUT SHEAR WALL ID SHALL CONFORM SW-1. ®. : 10 3" X 3" X 1/4" GALVANIZED PLATE WASHER IS REQUIRED. EMBED ANCHOR BOLTS 7.6" MINIMUM. (2) 2 � TAP PLATE ::: m:.:.:::::.: ~ :::.:::® REFER TO S-1 TO PRESSURE TREATING NOTES FOR ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER. POST ALIGNMENT T REFER TO FOUNDATION WALL SILL BOLTING REQUIREMENTS WHERE ANCHOR BOLT SPACING MAY LESS THAN SHOWN :..:::::::: PER THIS TABLE. SHEATHING ui NO SCALE 11 REFER TO HOLD-DOWN TABLE WHERE SHEAR WALL EDGE MEMBERS ARE CONTROLED BY THE REQ'D HOLD-DOWN. (2) 2 X STUD EDGE MEMBER AS A MINIMUM REQUIREMENT, A 3X MEMBER AT HOLD DOWNS SHALL BE USED. WHERE (3) 2 X MEMBERS ARE 2 NAILING REQUIREMENTS 2 X TOP PLATES EDGE MEMBERS FOR SW-5 SW=3ui REQUIRED PER THE HOLD-DOWN TABLE, USE (1) 3 X (1) 2 X. LAJ - - - - CD TYPICAL UPPER LEVEL SHEAR ALL (SW) PANEL SHEAR WALL LENGTH SW PER PLAN BRACED WALL PANEL PLAN (WHERE IT OCCURS) AS DEFINED PER PLAN EDGE OF SW SHEATHING SHEATHING PER SHEARWALL SCHEDULE STUD WALL FRAMING co HOLD DOWN PER PLAN 4 X 6 AT 2 X 4 WALLS 2=16d @ 6" O.C. BRACED WALL PANEL PLAN STUD WALL FRAMING SILL PLATE NAILING 6 X 6 AT 2 X 6 WALLS (TYP) SHEATHING PER SHEARWALL SCHEDULE 2 X BLOCKING PER SHEARWALL SCHEDULE SILL PLATE NAILING Lu . PER SW SCHEDULE ..•.i I..•. •. :.: .1 I ......... : ... ; ; ....... ; ; TO SPAN FULL LENGTH EDGE OF SW SHEATHING I ..... .. FLOOR SHEATHING 2 X BLOCKING I r.. I r :...... I I ...... ....I OF SHEAR WALLS 11..... ; I TO SPAN FULL LENGTH PANEL BLOCKING FLOOR SHEATHING 11..........; .... i 1 '...... , , OF SHEAR WALLS 11. .... .. .. I ............ ......... .1 I ..........•f 1 I 11 C' ,1 ....1, .. .. . , ,. 11 SW PER PLAN BOUNDARY NAILING � .. .. .....I .CD . .. .... .... .. .. - i...... .....1 ;.......... .. ........I L.... .. ...I I 2 X FOR SW=1 SWa2 - - 1 t ........: ........ ......I I ........ I 2 X PER SW SCHEDULE 3 X FOR SW 3 & GREATER 1/2" GAP _. BOUNDARY NAILING I ' ° ...... l.......'....°, 3AHOLD DOWN AT CORNER WHERE IT OCCURS I TYP TOP PLATE 1 ) SHEAR WALL EDGE/BOUNDARY I i... • ......., I. .......... 1 l ... ( � PER SW SCHEDULE �...... .....1 �........:.. •.....•>.........:I � 1/2"\GUAAPP SEE VIEW 3B FOR OPTION SW1 SW3 ONLY ) STRAP (TYP TOP PLATE � MEMBER PER HOLD-DOWN ; ;'✓Perm° r_ r rP _ e yr _e® mv, pm-®m r'_nem ; FRAME NON -SHEAR WALLS ( ) BTM SILL I we�ve: a�amee°a �o ..... eaae , _evmoeem_a-_-__mmoe i PER �W�1 REQ MNTS OR TABLE 1/S�1 SCHEDULE t' I I C.L. �. L i I ..... I ; I .: i t BTM SILL) STRAP 1. .. I, .... , I i. Sll�/ PER PLAN - 11.... .. ,1.:.. ........ I .........., 1........ ..1 1 HOLD�DOWN STRAP - �-- (2) 2 X BLOCKS - 1 4 ..... .. 1 ,..... 1 .. ..1 ( .I t 11......... 1........... 1 .. I i....... ..l l STRAP PER PLAN f WHERE TD OCCURS " PER PLAN HOLD DOWN PER PLAN (IF REQUIRED) I I � 1 i I t .......... ., i HOLD-DOWN STRAP ; I:':'::':':': ;':':':':I :':':':':':':':':':': i i::::::::::: CHORD PER HOLD-DOWN SCHOULE 2�16d @ 6" O.C. A35 CLIP PER STRAP PER PLAN A35 CLIP PER PER PLAN I I:':':':':':':':':':':':I I :'::':':':':':':':I I :':':':':':':':':':':I I TYPICAL BOTH ENDS OF SW (TYP) DO NOT CUT JOIST SW SCHEDULE SW-4 THRU SW-7) (IF REQUIRED) SW SCHEDULE(SW-4 THRU SW-7) L ............ : ........ : I...........' ' LPT4 OR A35 CLIP SPACING PER SHEAR WALL 1 I ... ......1 ,...... .. , .. 1 I ...... ,DO NOT CUT JOIST 1 L .. i ,........... I ........• ..1 1 ...... I (REQUIRED FOR SW-4 GREATER. ®L ......... t 1............ I ..........1 STUD WALL FRAMING � I...... a ....... 9 .. , I:.:... :. REFER TO DETAILS 4 5), 1 1............ . i............ 1 .......*:.1 1 ...... .... 1 BRACED WALL PANEL PER PLAN STUD WALL FRAMING 111 1 1,. .... .. •..1 r..•. ' .•. •. •. '.'.i ,...... V.v i 2 GAP : :............I I........... I ......... I I........... 1 BRACED WALL PANEL PER PLAN l ... ....... I HEATHING PER SHEARWALL SCHEDULE EDGE OF SW SHEATHING :..:..:... I L . .......... I ......... 1 1... .. .... ADD (2) 2 X STUDS OR SAME SIZE MEMBER AS ABOVE 2 XNQN SW SHEATHING PER SW SCHEDULE - ..... WHERE UPPER SW BOUNDARY MEMBER ..................... :. . DOES NOT ALIGN WITH LOWER SW BOUNDARY MEMBER. e� . .. NAILING OF THESE LOWERS MEMBERS SHALL I I 1 i.. ..1 t I ,. , I p: ! I :::::::::I I :.::::::: I I::.:::..:: a MATCH THE BOUNDARY NAILING OF THE MEMBERS ABOVE. 3 BHOLD 0 N AT CORNER (WHERE IT OCCURS) �� ' BRACEDJOIST :'..', ; I..........; I . ..... SW1 SW3 ONLY - c LU I.....I i............ ... i L ..........I I II ..•,, .... 11 I( 11 III PANEL BLOCKING .......... 11. t ......... . .......... . ....... ,........., TOP PLATE MUST �+ 4 .. ......i P.......... .. ... ......I i.......... , ,........... , I� 2 X FOR SW-1 SW-2 ...'.'.'...e > ...::::: 11. .. .. .. ... .i 1 ... 1. !...... .. i i... .. 1 1 .l HEADER BE CONT... OVER HEADER (UNO) 1 I ......... , i...........l 1 i 11 ..... J 1 3 X FOR SW 3 & GREATER ... I I...::::.:: 1 - -- - 1 I 1 1 � I I �' I f I I. •' 1 I 1 l........ . ............... . ........ . L�.�.•... .:.. i l I � � .�:..�.�..�.; I HD PER PLAN _ 511 � PANEL BLOCKING 4- MIN - BOLTED -HOLD DOWN \ I I...... ..... I I. .......... I 1.........., I ........ .., 1 (TD1-TD4 ONLY) BTM PLATE PER 8 u il.........11.... .. ..... .11......11. ... ... 111. .. ... .. 11 11... .. I 1. .. .. .....; I... .... .1 I .... ... 11 I. ..... ...i i PER P ............ ..... ...... I.........I; ..........iii..........11 LAN ........ 2 X FOR SW-1 SW-2 SHEARWALL SCHEDULE � CONC. WALL � SILL PLATE .. 11" ., ,. , ,. "11 •ill• 'ii .............. .............. . ........ . ............I 1 I ........ , , � EDGE MEMBER :. :............I ..........:. ; I'.'.........I I III ..........I I m 11....... .... 1 I... ........ 1 i........:., > ...........I 1 L ... .. 1 i 3 X FOR SW 3 GREATER ANCH BOLT TO ATTACH HD �I� Pp pP. ' " ' (2). 2 X PLATES CD 1.............1 I ....... ...I 1 ., .. 1 I..., .....1 1 I..... .: 1 1 PER S.W. SCHEDULE I e- "� EDGE OF SW SHEATHING ::....... ! L ........ .. . I/ � E 1 . I I........... I 1......... I I .......... 1 , 1...........1 PER HOLD-DOWN SCHEDULE. qy ..:::. II ' 1 RIM JOIST (TYP) CJD 1 AND PER DET 7. SW BOLT SPACING SLAB PER PLAN ROD PER HOLD-DOWN ___y p____-___....___ p__________q p.___________y i p___...___ "___________�,b___®_____.,®________� , a______®__a , PER SHEARWALL SCHEDULE SCHEDDULE 1 I......... 1 1 .. lii.........1 i....... I i 1.... 1 1 SHEAR WALL BOUNDRY MEMBER (HOLD-DOWN SCHEDULE) HOLD-DOWN TO FOUNDATION III':........ I L'.."..'.'..'.'.'I I ;........ I ; ........::.... 1 1..:::::::. ' ' .. .... ...... GRADE 11... .., , ..... , I 1 ... 11 .. I i i I I .... I1 .. ...... i, .......„1 I I 111 ... ......,, ... .... ......... ..... .... ...... ... . '.'. :r: '.': :.'.'. :.'.'.':: ':. '.'F:.'.'. ..'.'.'.' (REFER TO PLAN FOR SIZE ......1 1 ........I."''. 1,1 ........I 1. ... ... ...1 11.......... .1 1 11........ ....i t .... .. I11..........1 { .... .... ,I 1 I. ........ ..I I 1 .... ..... R... ....1 .. .. .. .... _ ° < Q .. 1 ,II I , 1 1 I. ...... I 1 HOLD-DOWN TO FOUNDATION. - __ - ':':':':':': ::'�:':':':':':'::':: ::':':':':'::':':'::':':':'..� ::':'::':':'::':' --.: a I L ........... 1 1 .... .. 11 i. .... .. ....... I I HOLD-DOWN SCHEDULE I I .%........_ . i I ........... '111......: ; : r ::::.::::. i i ''''''''''''''''''''I I ®�f,. s...........1 r..•... .....�.'I11...•••• • .•,•..I i , .•, .•.•.•.•,'. • I l l..•........•, 1 l (REFER TO PLAN FOR SIZE :.:;:.::::.::.::::.::.::....::.:....::.::...........::.....::.:....::....: 1 I..... .. ..1 .. I.............�11 ..... .... I P. .:..... ...I 1 1....:.. ... 1 \ r \ MST48 STRAP FOR BOLT I I 1{ 111 I t 1 1 1 i t sy R \ 9 °.. • i 1. • ,,,.. .. • ., ° • 1 1 I. • 1 I & HOLD-DOWN SCHEDULE FOR BOLT \ / / ! � / / HOLD=DOWN PER MST48 STRAP - �� I 1 ............1 ............11 1 ......... I I ... ....... 1 I 1 ... .......I I / i.........................II.........,,. ...,I�..........11 a \ �, \ PLAN -:::::::::•::::.:::::::.::�:::.::::::::.::::::.'::::::::::::::::.::::::::::':::::::::::::::::: CONFINEMENT REINF. ... I � CONFINEMENT � R 3 _... i 1 i ......... ill. 1 ! ..... , 1 1........ X PT HE 2 SILL :.......... EDGE OF SW SHEATHING /\/ \% o a ............ill .... PER DET 7 SHEAR WALL BOUNDARY MEMBER REINFORCEMENT ..11. ...... ... 111. .. 11 7... ..11 }�59, (2)4 STIRRUPS 2 2 X STUDS HDR PER PLANG 36923 FOR SW-1 & SW-2 I t .911 . 1 I •.1 , .... I 1 G ...........: I; .. ......I I'... .......III ; "� �' 3 X PT HE 2 SILL .. r . , I 1".'.::.'." i i BOLTED/LAG BOLTED HOLD-DOWN INSTAL ATIO WERE SLAB OCCURS TIE ROD To FOOTING VERT. REINF. () �A®� ` �� 1 I f I I I !,• .. i 1 1 1 i .. ,, .. 111 "iP"' II1'...... 11 ...... ; I .... „ .. .......ill........ „ 111.........., 1 ...... ... t 11• .... i FOR SW 3 GREATER I I () BARS REQ'D @ ANCHOR ROD 611 - �sIv�rr�1 ............:..... . :..............: RIM JOIST (WHERE IT OCCURS)__________________r__________________________________________________,______________________ ________________ ________________ _______ (E D)„3Y ANCHOR ROD FOR STRAP INSTALLATION it 11 ANCH BOLT PER aDD ADDITIONAL STUDS SILL PLATE Il II It 11. „ PER HOLD-DOWN SCHEDULE SHEARWALL SCHEDULE � AT CORNER WALLS TO FULLY II °II TYPICALMAIN/LOWERLEVEL � 2 2 X STUDS id ° n iI ° d ° - ATTACH STRAP TO SHEAR WALL ( ) ° n v� ° SMEAR ALL S PANEL STHD14 11 I ^' UNDER HDR TYP PROJECT # v ° ( ) WHERE STRAP IS INSTALLED 8 FROM EDGE: GRADE m o ewe . me o---- m o-G(TYP) 14 $" MIN FROM °e STITCH STUDS WITH 25 ��a CORNER OF WALLS 1'° 0 X 1 O ANCHOR BOLT 48" O.C. 12d @ 4" O.C. X 2 STAGGERED ROWS - �' a . .. °' TYPICAL o E HEADER EA 2 (INSTALL BETWEEN STUD -\ \\\\j\�%\\j\j\�, �' j\ j8 EDGE OF SW SHEATHING IN NON -SHEAR WALLS & SHEATHING) %�j!i j!� j!� j!�\!\!\ ®' I I HOLD-DOWNS ET SHEAR WALL LENGTH `� SLAB WHERE IT TYP ANCHOR BOLT OCCURS I I 4 AS DEFINED PER PLAN v® ®o oee mom_ o®o�°oe��0000®�m,®�� ®o . SIZE SPACING PER SHEARWALL SCHEDULE BEND BARS & I I - 11 ° a. ° � STRAP HOLD-DOWN \\\\ EXTEND 40" BEYOND ®® PER PLAN 4 SHEET NO RIM JOIST (TYP) EDGE MEMBER TYPICAL SEGMENTED SHEAR WALLS\/ �` �^ \ TYPICAL FOUND.HOOKED BAR FAILURE PLANE PER S.W. SCHEDULE 2ADD 1-No 4 RE -BAR INTO FOOTING TYPICAL FOOTING (2) 2 X PLATES NO SCALE 24" LONG AT HPA STRAPS (ENGR. REF) (REFER TO FOUNDATION DETAILS) REINF, PER FOOTIN - 1. REFER TO PLAN FOR SHEAR WALL LENGTH HOLD-DOWN SIZES, OPTIONAL STHD14 INSTALLATION WHERE SLAB OCCURST1 TD2 ONLY 40 DETAILS. HDR PER PLAN 2. REFER TO SHEAR WALL SCHEDULE FOR SW PANEL SIZE, NAILING AND BLOCKING, THREADED 3, REFER TO SHEAR WALL SCHEDULE FOR BOUNDARY MEMBERS. 1. THIS A TYPICIAL DETAIL IS APPLICABLE TO HOLD-DOWNS TD1®TD4. AND FOUNDATION WALLS AT LEAST 48" LONG, REFER TO SPECIFIC DETAILS 4. REFER TO HOLD-DOWN SCHEDULE FOR. HOLD-DOWNS BOLTS. ' `' D A S 6 FOR OTHER CONDITIONS. STRAP OPTION 2. THIS DETAIL IS APPLICABLE TO FOUNDATIONS WITH CRAWLSPACE, EXTEND 8A FOR MST48 STRAP INSTIL ONLY. THREADED ABOVE FLOOR RIM.