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Plans (17) /v 5 r)--0/ ci - 0))-as- ) (-Br( s 1v /)- )_ham ,l• ,re 6npwa MICHAEL K. BROWN, S.E R..,,.mm..aa.ws..,,,,,,..ac. ,,,,,A31113 ek . .7.6...:.,,L7,--,,f:........ ....,:::.,..... � /O P rf7 r RO. 1) 'NG SO.' (E%PIRA1104 DML:12--,I—J7 0 Mk ? 0 0 .1. e P 9 Alk VP , ec (2)1-3'4511-7/11LM-,---- w� ■ 1.5 ��r 1� . r II LVL L.WITH1 TA 0.C.ANSHEATLMDro �`i' e e ❑ 1.5 LVL WITH T4•D.dArmmwuL Vi e 8 616 Ir....410� /111 ilkir-Ito 14 Ci) �=/ - 2 O 0 0 ■ ❑ D L B -I1e 1 r.�:I I� 52 AEI 32/l.0/4xfld/a �� _ 516224N' I 0 ( I ■ p L9I N LIRE w1TN © SO2 MLO-0Owx STRAP , YcuhielEK>-,v�_I I FYI w/sr6zz4 LEGEND DETAIL .7111Em 1 D c �` 1 I.^ e I ll ■ h(_(__ /—EX1ENi DF SHEARWALL ,...DETAIL ' 3 / sFEATFIlIG SEGMENT e ghe 9 A t S vp ®0 NgCATES SNFARWAILTYPE 8 MAIN FLOOR PLAN UPPER FLOOR PLAN TYPAT)ONEAO)O I )05.AT)HOLDOWN SCALE MC, WALL SEGMENT SCALE:1/8•e1• HOLDOWN SCHEDULE MARK Boundary Tension of OF Tensional HF Anchor Anchor PAMPER HOLDOWN studs Allowable Lbs Allowable Lbs Mono Pour Two Pour t NDU2SOS2.5 OR PFIO2S053 (2)20/ 30Th 2215 SSBI. SSTR20L 2 FqN-SD62.5 OR (213 4545 3270 SS4816L SS1820L PHDS-5363 3 3/608-5052.5 (3)21 7870 5665 5378281 L BRAIMPIATE 4 43011-3032.5 (11611 9535 6865 8 - H161014S0S25 (DM 13710 10745 RAM teEVSFERIMINiql.0 WO5 MS1C26 (2)21 3000 2590 WAS 11110[11111H6. WA 6 MSTC40 (2)2r 4335 3745 WA WA 7 MSTC66 (2)20 5660 5660 WA WA Notes: 1.Instal all rAMpwns per mutat-tower specifioaibn per latest Simpson Strong De catalog. 2.Match studs on schedule for walls below on an walla wag hddovms. 3.(Mullipkl24 surds ruined together with(2)rows d 160 @ 310.0.stap9 106 4.Reler to Shea dl schedule and typical sheen dl 8Ha88 la wall locations and conliguratW0. 5.Rde to Simpson catalog la minimum embed d anchors into concrete. e a ® II I I SHEARWALL SCHEDULE(a n) HMARK REF NOTES:DM Nolo,(5)EDGE NAILING FOLD NAILING SILL TO CONCRETE SAL TO W000 '_ NOMBEA SHEATH 43 SHEAR iRN45FEN Lbs NAR SIZE SPACNG 5PACNG CONNECTION.W e:(0) CONNECTION Note(N CLIPS Ohl CAPACITY DRAWN BY: MKB .7.7, ww0A I( 1� A }�•o5B P)SIDE Bd 6• 1r 11 Dia.A.6.@48.0/6 16d@6•o/c 'A35@18•ac 384 DATE: 10/30/14 Ii: COMB B it 358(])SIDE @ 24 4' 121 {Dia.AB.@24.o/c 16tl@ro/c A35 @1x0/6 560 C OSB(115NE(en Bd r 12 i.Oh.AB.@18•ac(no 16d@3.0/0 835@1x0/6 720 w,r6„,�aw VIII, ASPEN SCALE: N.T.S. mwxvw won �O Pw 0 {g'OSB(1)SUE(e.n r it {Oa0.B.@1G0/6(m)16tl@rah 835@8'gk 936 FHD JOB#: 3112 E 1S•OSB(2)SIDE(am0 Ad Bel V it �1 CHAD.@1WAc(m)164@31 ac 3s@1010/6 168 F i5aOSB(2(SIOE(d.e:n Ba 4'Staggered 121 �'Dla.AB.@lrac(m)16d@rah /135@71 An 1120 ENG JOB#FH14-16 D i4'MB(2)SIE(de) Rd 3Bbggered 15 g.Ob.AD.@10•ao(m)16d@ 31at(2)rows staggered A35@5.6/6 1440 ®TYPICAL HOLDOWN DETAIL H itOSB(2)SIDE(den Ed 2'Staggered Ir ?Dia.A9.@8•o/c(m) 16d@ra6(2(rowsstaggered HGA1OKt0rOA 1872 DRAWINGS: Notes: LATERAL PLAN a)woad structural panels shall conform to We regdreents b Its type In DOC PS 1 or PS 2.All wall construction to coelom to AFBPA SLAWS pet NC 2306.3. b)Use Common Wne Nils for all wood sheathing and cooler nalslel 9ypbmrd Shahing. SHEET No. 0)A8.minimum 71 embed WA cowrie.31,31iYe•plate washers reel at all shear wall A8.Lo0de edge of Washer no greater tlun?brim sheathed edge dal dale. A Panel joints shall be onset to btu an different naming members or baffling shall be 3 a Nicker and nails on each side shall be staggered. e)3 or DM 24 laming at dl panel edges and nails shall be staggered n All edges docked. g)Common Wire Naffs. S 1 hattached clip Id be aBaG%tl Iran colt-woos Mocking lo wag d cwnlInuaa tan plea:. GNPs 0/e nd resn6ed at Gyp Rd wall but docking i attached per Me towelling schedule. B See 6111046/VM0al shexwdl 001440. D Sheathing to be 5lmtlo0 l 550057ng k)Values are or burning of HF. m)See plan for walls where seismic design shear is ender than 560 p11.3 or 21 flat blip at petrel edges,5tepger nags. Where Indicated on the plana 3 sins are%puked with A.B.spacing as per plan and schedule.See note C for plate washers teo'd al 0/8. For walls with the larger sills.Anchor Bon spacing maybe increased by a tact(011.25 ken the table above due N Inkier silts. MICHAEL K. BROWN, S.E .ras¢nowcsm..,na:0w1.0NR 0.,G,NNNE„. c e ''• ��EI��GC. ,.6¢. F, ,,,G,s, . 1 EXPIRATION DATE:t2.-TEI-I5 STAGGER NAAS / 46'MIN.HAP t - 16tl@3'0.C. I 'yIy'I sLL 2x BEARING WALL .I e .I I. .H I SHEATHING PER / SCHEDULE BD @ 3'0.C.TO BLKG. EDGENAIING SH SHEATHING PER I 216:"4@ x BFAPoNG WALL 16tl@16'O.C.1YP. PLAN NEW SHEANWAJL SCHEDULE0 DECK SHEATHNG SCHEDULE DECKSHEATHNG 2xBLKG.@46.O.C. _ lAI@6'O.C.IMN) (2)16D@FA.SND SCHEULE FOR SMPSONA35 PEA , SCHEDULE FOR WALL ��nr�. SHEMWALLSCNFDULE 2x OR NOIST PER PIAN EDGE NAILING SEE SCHEDAKE WALL M WALL WALL ABOVE 4a.O.C.(MN) I= 2 x OR IJNST PER PLAN CONI.DBL 2xTOP PLATE 11E1 1fitl@b'O.C. WALL ABOVE 4B'O.C.IMN) �I� �•� ' EDGE NAILING `I►k._____.,„„, ,m ICLP PER SHEARWALL SCHEDULE EWE NN. 11 CONE RIA JOIST I Ins.. CUPS MAY BE ELMNATED F i 16tl@B'D.C.(MIN) n'� CUPS PER SHEAR WALL SCHEDULE/8.O.C. CONT.P.T.2x SILL PLATE ItR EDGE NNLNG TO BO7H PoM& CONT.P.T.PT2x SILL PLATE r 2x S1UDS@16.O.C. CHOR @I SSHOWN ANCHOR BOLTS MN).CUPS MAY BE ELIMINATED FEDGE _ ANBOLTS CONT.RM MIST FMK EMBED NAM TO BOTH RM B SIL AS SHOWNI -IMML.MillEg- T•MIN.EMBED SEE SCHEDULE FOR SEE NOTES FOR CONC.STEM WALL SPE 8 SPACING CONC.STEM WALL SZE 8 SPACING ALLELJOISTS PERP JOISTS ELEVATIONELEVATIONsraAn TRANSFER PLATE SPLICE ® THRU WALL INTERRUPTION (IDSCALE:PARN.T.S. SHEAR WALL SCALE N.TS. SHEAR WALL SCALE N.T.S. SHEAR WALL SCALE N.T.S. SHEAR WALL POST-SEE BELOW PER SHFARWALL SCHEDULE ' 26 STUD WALL �3 No- BOLT TO POST I ' SMPSON T10'-SEE SHFANWALL {{ `� '� WALLSCHEOWE FOR SPE &LOCATION I DBL STUDS AT END OF SHEAR yWALL PER HOLD-DOWN FLRPLYWD ` `.�'I -/ 2x 0113x SILL PLATE-SEE SHEARNALL SCHEDULE f- SCHEDULE ___�", FOR NAENG B PIAN PEI'SPE JOIST OR BUNG Y DBL LV.L.PER PER PLAN ' - Ir '3 MEMBERS TO RECEYE SFFAIiWALL EDGE PLAN ' MATCH POST SIZE '�� NNINGSEE SHEAR SCHEDULE )- SBLNAWGPER SHEARWALL .r DIRECTLY BELOW —.=__--Iw/ SCHEDULE ��mmx •Nmmks EDGE NAILING PER SHEARWALL _ -- _ �j x 111��M —DBL.2x TOP NATE PHEETTOHEDULE ON CONT. _ 100 AT 6'0.C. 11111101111111111111111111111 II I�1_ DBL RIM ,E SHEET TO ABV.WALL E II�_ THREADED ROD/ BOLT tour.BLIPG Y I HTS20 STRAP �� CENTERLINE OF / "�!!'!� < t �� COUPLE HOLD-DOWN J —�J�II FROM DBL LVL TO .' ..II—Y— FLR JST CONT.OVER WALL DBL STUD IN \ IIIitp� 2ECRPPLEWALLABOVE. .DTIDAIKNL 'I-� STRAP. WALL BELOW. SEE IRAN FOR SHFATHN REOD ,r ANCHOR BOLTS SPAM 6 SIZE Y^' 'tea•' ' ,.. y. PER SHFAAWALL PLAN L SCHEDULE HOLD-DOWN STRAP. �'" BEND AROUND L.V.L AS ",,.•,...f•q xs .:Yr. A35 PER SIEAAWALL SCHEDULE ANCHOR OR ANCHOR EDGE ON CONTLL SHOWN.AROUND ILL NAIL • r 29 It. PER$MPSON CATALOG PIAN B SCHEDULE ON COM. cMIC.FDUTNG SHEET TO BELOW WALL .. HOLESPERMANUF c. OSCALE:MU. CANTILEVER FLOOR FRAMING TYP. HOEDOWN BSHEARWALL@CRIPPLE WALLS G '?a RCOMMENTDATIONS C) SCALE: STRAP AT CANTILEVER -) SG E:NT.G. > < EDGE NAILINGPER WALL EIRE SCHEDULE ON CONT.ON CONT. SEL NAILING PER SNFARWALL SHEET TO ABA.WALL SCHEDULE CONT.ELBA _re TJI FER JST COM.OVER WALL P A35PER SHEAAWALLSCHEDULE DRAWN BY: MKB EDGE WRUNG PER SHEARWALL DATE: 10/30/14 PLAN 8 SCHEDULE ON CONT. SHEET TO BELOW WNL SCALE: N.T.S. 8 TYPICAL SHEAR TRANSFER ATINTERIOR WALL FHDJOB#: 3112 SCALE N.T.S. SHEAR WALL ENG JOB#FH14-16 DRAWINGS: DETAILS SHEET No. . S3