4916 VISTA PL 2017-07-28 - Laserfiche WebLink

HOLD-DOWN SCHEDULE-HOLD DOWNS ATTACHED TO CONCRETE SHEAR WALL SCHEDULE MARKI TYPE L CAPACNY NUMBER Of SN0.S!SOLID COLUMN NA%S/SCREMIS/e0LT5 CAPACITYPIFT) 3HEATNWG ®6E Na EPAC810 BOTTOM RATE NAILING SILL MATE COME TO &REAR CLIP SPACING TW FRAMNG FRAMING AT FOUNDATION a0.L TOT UM114OR HIXI4-SD52.5 2275 MARK NAL!$131 FIELD NAS.SPAGNG MTB TD2 M IDBS hl iPLYweoDro3el Rl N) (TMG FLOOR)(6) F00pBIQNTN(IO) NllIdA AM AaeIm GRAIx) NICO ABUTTING EDGES Ui) MTB TD3 N 5845 0x 24 ASTM A307 0x 24 ASTM A307 - SW-1 213 7116 S4(0.131•DLA) B SEE NOTE 16d(P 0'O.C. X10@35'O.C. LTP4aA35®16'O.C. 2x 2X 2X (2)2X TD4 HDUVWS2.5 7460 EMU S5T834 20- X9•SCREWS SW-2 254 7/16 Bd(0.131•DN) 4 SEE LADIES 18d 4V 4'O.C. %10®30,D.C. LIP4aA35016.O.C. 2X 2x 2X (2)2X TD5 HDU11SD52.5 8540t'8 X24 ASTMA307 1'0X24 ASTM A307 2X 26- X3-SCREWS SW-3350 7/16 Sd(0.13t'DM) 3 SEE NOTE 18Fg 4' C. %10 220'O.C. LTP4aA35®16'OX. 2X 3X 3x (2)2X rr TD6 HOU11-SDS2.5 11175 1'B%24 ASTM A307 1.0X 24 ASTM A307 BXfi DF1 POST SW1 492 1532 10d(0.148DIA) 3 SEE NOTE 16d 403.O.C. X1 0224.O.C. LTP4 aA3501Y O.C. 2x 3x 3x (2)2X TD7 HR)14SDS2S 14445 1'8x24 ASTM A307 1.0X 24 ASTM A107 8%BDFiPOST SSW_& 891 1532 10d(0,148 CIA) 2 SEE NOTES 166®YD.C. X10 @18.O.C. LTP4aA35®9'O.C. 2X 3X 3X (2)2x LAl� nE NOTES: SW4i 836 BOTH SIDES 106(0.148 DIA) 4 SEE NOTES DW LAG SCRflY0eO.c. X104F 110.4, SEE DETAIL 2 3 3X R)2x 1.HOLDDOWNSSHALLBEMANUFACTUREDBYTHESIMPSONSTRONG-TIE CO,OR EQUIVALENT. Sw•7 72DD BOTH SIDES tedN.146DIA) 3 SEENOTE5 OwucscRLw®ao.c. xto4�/ro.c. 3EEDErAi1 zx sx ax Rlzx 2.ALL8UILTUPSTUDSSHALLRECENESHEARWALLEDGENAILNG. SW3 1540 BOTH510E5 100(0.1480M) 2 sEENOTES ORucscREw4Pa•D.c. x1oaP2raD. sffDETu1 zx ax ax R)zx i U,ADJUST STRAP3.INSTALL HOLD-DOWN BOLTS THRU THE THICKER SECTION OF THE SOLID POST. TO PROVIDE MK SPACING N07ES 4.5/8'DIA ASTM A36 THREADED ROD EMBEDDED 12INCHES IS ACCEPTABLE SUBSTITUTION FDR SST20,SST24,OR SST28. + 0 TAG BOLTS PER SCHEDULE SHEATHING PER SCHEDULEI v�� 1 ALLOWABLE SHEAR CAPACITY ASSUMES HEM-RR FRAMING,AND IS BASED ON THE 2012 IBC SHEATHING PER SCHEDULE Y N 314'DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST28 OR SST34. SDTIN WITH INCREASES FOR LOAD DURATION.BW-7&SW-8 REQUIRES DOUG-FIR FRAMING. 4X 0-DF 2 FOR SAWN JOIST �v SHEATHING 3.5 x D-LVL FOR Ti Q HOLD-DOWN UPON ENGINEERS APPROVAL, RATED SHEATHING MAY BE USED WITH NO CAPACITY REDUCTION. NGiH TO EQUAL SW ABOVE) NAKS MAY eE 2 FILLER A35 @ 16.O.C. IYP NAILNc oMrrTEO HERE O.S.INDICATES ONE SIDE OR WALL TO BE SHEATHED,B.S.INDICATES SHEATHING ON BOTH SIDES. NUMBER OF STUDS/SOLID COLUMN NAILS/SCREWS LILTS (NOT ALL NA1L5 (NEAR STRAP) LTP4 @ 12'D.C. A35 @ 16'O.C. Q LTP4 Q 12'O.C, MST37 2010 -1 SHO. FILL-' 3 8d NAILS=0.131"dla 1 D RAILS=0.148'dia MST48 3105 0.1 ALL HOLES IN FOR SHEAR WALL TYPES SW-3 AND HIGHER,ALL PANEL EDGE NAILING AND FOUNDATION SRL NAILING MST48 4800 H1H BOTH STRAPS �IDO 2 x LL DEPTH BLOCK 4 2 M szll x DouG-FlR se- 0.1 LAND) 0 HOLD-DOWN LOCATION SHALL BE STAGGERED. FLOOR JOIST z M5T60 9600 3 2x0DUG -STRAP ON BOTH 5 12'FIELD NAILING FOR STUDS 16"O.C.AND 6"FIELD NAILING FOR STUDS 24.O.C. SHEATHING PER SCHEDULE PER PUN WHERE R OCCURS 5.5'DR 7S SIDES OF STUDS FOR 2x a WALL 6 WHERE LAG SCREWS ARE REQUIRED,SCREW LENGTH MUST BE ADEQUATE TO ENSURE 2-114• NOTES: 7.5"FOR 2 x 6 WALL PENETRATION OF THE LAG INTO THE RIM JOIST BELOW.PRE DRILL WITH 3/16"DIA LEAD HOLE 1A 1 APPLIES TO SW-6 ONLY SHEATHING PER SCHEDULE ZO (1)RLL ALL HOLES WITH 10d COMMONS NAILS(EXCEPTION SEE NOTE 3). (2)WHERE DOUBLE STRAPS ARE INDICATED SUCH AS(2)MST37 USE HDU11 7 ADDITIONAL BOTTOM PLATE ANCHORS ARE ONLY REQUIRED AT WALLS DESIGNATED ON PLANS DOUBLE SIDED SHEAR WALL CONNECTION DETAILS(SW-7 THRU SW-8) ~ 1Od X 1-1/2'COMMONS NAILS.SEE DETAILA/S-3 FOR DETAIL 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 HOU14 B DOUBLE TRAP 1Od NAAING OW) 4' r FRAMING&WIND LOAD DURATION. AT EACH-SIDE OF WALL 8 ALIGN STRAPS WITH WALL STUDS AND CENTER AT FLOOR SHEATHING. ¢ U *"STAGGER NAILING PER DETAIL B 9 WALLS WITH OUT SHEAR WALL 8)SHALL CONFORM SWA. �f Q Q 10 3'x 3'x 1/4'GALVANIZED PLATE WASHER IS REQUIRED.EMBED ANCHOR BOLTS 7.5'MINIMUM. (2)2X TOP RATE J REFER TO S-1 TO PRESSURE TREATING NOTES FOR ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER. W a - POSTALIGNMENT REFER TO FOUNDATION WALL SILL BOLTING REQUIREMENTS WHERE ANCHOR BOLT SPACING MAY LESS THAN SHOWN & ' p < r A PER THIS TABLE. SHEATHING � � w NO SCALE 11 REFER TO HOLD-DOWN TABLE WHERE SHEAR WALL EDGE MEMBERS ARE CONTROLED BY THE REO'0 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 HAILING REQUIREMENTS 2 X TOP PLATES&EDGE MEMBERS FOR SW-5&SW-8 Lu LLJ REQUIRED PER THE HOLD-DOWN TABLE,USE(1)3 X&(1)2 X. 2 CC �> TYPICAL UPPER LEVEL cc W -- SHEAR WALL LENGTH W SHEAR WALL(SW)PANEL SW PER RAN BRACED WALL PANEL PIAN STUD WALL FRAMING LL_ AS DEFINED PER PLAN L.L.(WHEREITOCCURS) EDGE OF SW SHEATHING HOLD DOM PER PLAN SHEATHING PERSHEARWALLSCHEDULE 4X6AT2X4WAll5 2.16608.0.C. //; BRACED WALL PANEL PLAN STUD WALL FRAMING Q 6X6AT2%6WALLS (EYP) SILL PLATENAILING SHEATHING PER SHEARWALL SCHEDULE _ 2X BLOCKING PER SHEARWALL SCHEDULE SILL PLATE NAILING CIO EDGE OF SW SHEATHING-,, TO SPAN OF SHEAR WALLS FLOOR SHEATHING 2 X BLOCKING PER SW SCHEDULE S PANEL BLOCKING TO SPAN SHEAR WALLS TH FLOOR SHEATHING SW PER PLAN BOUNDARY NAILING J 3 2 X FOR SW-1&SW-2 2 x PER SW SCHEDULE 172• BOUNDARY NAILING g g 3 X FOR SW 3&GREATER HOLD DOWN AT CORNER HERE IT OCCURS) OW TOP PLATE SHEAR WALL EDGE/BOUNDARY 3q C.L. __ PER SW SCHEDULE 1/2'(,A MEMBER PER HOLD-DOWN FRAME NON-SHEAR WALLS SEE VIEW 38 PoR OPTION(SWiSW3 ONLY) &BTM SILL) STRAP (TYP TOP PLATE SCHEDULE--� PER SW-1 REQ`MNTS OR TABLE 1/S-1 &BTM SILL) STRAP-- HOLD-DOWN STRAP SW PER PLAN STRAP PER (2)2 X BLOCKS \ pF REQUIRED) WHERE TO OCCURS PER PLAN HOLD DOWN PER PIAN I HOLD-DOWN STRAP CHORD PER HOLD-DOWN SCHDULE 2.184 B•O.C. A35 CUP PER STRAP PER PLAN A35 CLIP PER TYPICAL BOTH ENDS OF SW (1YP) DO NOT CUT JOIST SW SCHEDULE{SW�i THRU SW-7) (IF REQUIRED) SW SCHEDUL(SW-4 THRU SW-7) ' PER PIAN LPT4 OR A35 CLIP SPACING PER SHEAR WALL DO NOT CUT JOIST (REQUIRED FOR SWA&GREATER STUD WALL FRAMING REFER TO DETAILS 4&5). BRACED WALL PANEL PER PLAN STUD WALL FRAMING J k GAP ': HEATHING PER SHEARWALL SCHEDULE BRACED WALL PANEL PER PLAN Q EDGE OF SW SHEATHING ADD R)2 x STUDS OR GAME SIZE MEMBER AS ABGVE NON SW SHEATHING PER SW SCHEDULE .. .............................................. WHERE UPPER SW BOUNDARY MEMBER .... ..._......_.........._..._............ 2% W ......... ...... ....... .::•::::..... GOES NOT ALIGN WITH LOWER SW BOUNDARY MEMBER. 3 B HOLD DOWN AT CORNER ERE IT OCCURS ��EXTERIOR BRACED WALL AT PARALLEL JOIST c EXTERIOR BRACED WALL AT PERPENDICULAR JOIST SW1-SW3 ONLY PANEL BLOCKING TOP PLATE MUST Jcc 2 X FOR SW-1&SW-2 :: .- { ,:..1. HEADER BE CONT..OVER HEADER(UNO) 3 X FOR SW 3&GREATER PANEL BLOCKING 2 X FOR SW-1&SW-2 U i 3 X FOR SW 3&GREATER EDGE OF SW SHEATHING N I Lu SHEAR WALL BOUND"MEMBER(HOLD-DOWN SCHEDULE) HOLD-DOWN TO FOUNDATION REFER TO PLAN FOR SIZE ( HOLD-DOWN TO FOUNDATION If. &HOLD-DOWN SCHEDULE (REFER TO PLAN FOR SIZE FOR BOLO) &HOLD-DOWN SCHEDULE FOR BOLT) BEAR Ns PLATE �¢1 5 2 X PT I 2 SILL EDGE ASTM A36 THREADED RO OF SW SHEATHING PER HOLD-DOWN TABLE- y ^1 FOR SW-1&SW-2 q, ...... O%Y A36 THREADED ROD 3 X PT HF 2 SILL : EPTO FOLKOATpN i TO,�gS7�L FOR SW 3&GREATER SM WITH H&R W-150 SYSTEM OR RIM JOIST(WHERE IT OCCURS) .:. ...... ::.....:.:::...............:::.... USE D, 8 „ 53'OM FOR HDU440M. • - TYPICAL BwwLOWERL.EVELsRAOE 7/8'DMFOR HDU DU84B. PROJECT# SHEAR WALL(MMI)PANEL r DIA FOR ALL OTHERS. I.O X 10 ANCHOR BOLT @ 48'O.C. 1 l 1 EDGE OF SW R2-18 SHEATHING IN NON-SHEAR WALLS SHEAR WALL LENGTH TYP ANCHOR BOLT FOOTING RENF.PER 3xPTPLATE(SW3&GREATER)- ASDEFIED PER RAN SIZE&SPACING PER SHEARWALL SCHEDULE FOUNDATION DETAILS SHEET NO 2 NTLE YPICAL SEGMENTED SHEAR WALLS SW 1.REFER TO PLAN FOR SHEAR WALL LENGTH&HOLD DOWN SIZES. 2 -3 .REFER TO SHEAR WALL SCHEDULE FOR SW PANEL SIZE,NAILING AND BLOCKING. 3.REFER TO SHEAR WALL SCHEDULE FOR BOUNDARY MEMBERS. 4.REFER TO HOLD-DOWN SCHEDULE FOR HOLD-DOWNS&BOLTS. POST INSTALLED HOLD-DOWN INSTALLATION "2x MAYBE USED N DEIN OF 3 x PROVIDED ANCHOR BOLT SPACING PER S.W.TABLE IS DOUBLED