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HomeMy WebLinkAboutPlans Applicant 10/1/2024U'%,r1 ' IPYxTt-4 f-If-%XTT,ITIarNs DR ►UTH, RANGE 3 WEST, W.M. GUN JST 2024 3 C z 4 I 1 1 1 I I 1 I I j1 I G-- G-- G-7 G------.. G G-- G G —� G G W FAIRVIEW DR G G G----- G ASSESSORS MAP: 17-03-27-31 TAX LOT: 00117 17-03-27-31-00106 Owner: l imentel-Mannan Irin A & Luis A 17-03-27-31-00105 Owner: Ledbetter Timothy S & J L 17-03-27-31-00104 Owner: Woodie John I) & Katherine 1. VICINITY MAP NOT TO SCALE SITE ADDRESS: 1718 RAINBOW DR SPRINGFIELD, OR 97477-2763 OWNER: TRUETTJED 1718 RAINBOW DR SPRINGFIELD. OR 97477 APPLICANT: TRUETTJED 1718 RAINBOW DR SPRINGFIELD. OR 97477 AGENT: METRO PLANNING, INC 846 A STREET SPRINGFIELD, OREGON 97477 PH: 541-302-9830 ZONING: LD-Low Density Residential 200 20' 40' SCALE l"= 20' Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, and Dogami Lidar data. Survey field data was not gathered, and this map is not a survey. FIRST FLOOR: 875 SO, FT, TOTAL UNDER ROOF: B?s SQ. FT- Tatat Ustder Ron# Arez ,s taken W outside edge of sheatlhlnq; GENERAL140TES: -LOWER WALL HEIGHT IS W-O` VE—RIFY GRAWLSPACE HEIGHT & ACCESS POINTS -VERIFY FROST DEPTH -VERIFY TYPE & L_OGATION_OF_ALL MECHANICALS 8 METERS -ADJUST AS NEEDED FOR FINAL GRADING. PLANS _aR DIMENSION NOTES, -ALL DIMENSIONS ARE FINISH DIMENSIONS AND PULLED TO THE FINISHED DRYWALL -PLEASE NOTE THE ARROWS. TO SEE WHICH SIDE OF THE .._._______ ,—,.— WALL THE DIMENSIONS ARE f}RAWN TO. STRUCTURAL NOTES: -ALL HEADERS_ UNLESS CALLED OUT, ARE TO BE (3) 2xt2s Wi I+2" PLYWOOD IN BETWEEN •H-l� 3 f 3t4'x9 214" 2,DE MICROLAM HEADER, PER CODE, OR EQUAL -- -H-2: 3 t �+1"x19° 47� ��HEADER PER COdE OR EQUAL DOOR SCHEDU LE # Q 1W N HD IDESCRIPTION DOI 1 144" 96" 96"'EXT, SLIDER � D02 1 132" 80" 80" 1INT, POCKET D04 1 36" 80" 80°' 1INT. BARN D05 2 36" 80" 80tr INT. I-III�#GED D06 1 36" 96" I96",EXT. HINGED D07 1 72" 196" 196" JEXT. SLIDER WINDOW W SCl-icDUL."117 H ND DESCRIPTION V1101 4 72°" 6" 66" DBL. FIXED W03 2 36" 72" 96" CASEMENT � W06 2 72" 72" 96" JDBL. CASEMENT� VV07 11 96" 36" 96" 1 TRP, CASEMENT i ,) ". I \ A ASO Sw label Sheathing "IS E PtailFts$ Field r acting Studsat Abuielsg Svsmrc ASO Word Capacity Anchor$ok Size. Spacing, Edge Panels Capacty lows andfmbement Blocking (pd1 SWi b"Q.C. 1212. 261 365 V2' @72'O.C., embed 2x¢Hail 0s5++8 or Ild Co-mmn o; :"O- 7" mto stemwatl A"OC 33. EJ223'OC.embed 2.0Sati i7/16" i2"PlV garaned box 7" into stemwall vas 3"0.t. 262. 42:t $i Sill- $a24"OC,embed 2x( ail 7" into stemwall 'tr,2es i AN sheanvait panels shall net be less than 4'xV, except at boundaries and changes and naming. Panel edges shall land on framing members Or stud depth blocking with all edges fastened per the sheamall sthedu,e 2 All. nails in the shearwall schedule strait be the following at a minimum: 84 tomman 12 1/2" x 0.131"1 or gale. box 12 1/2' z 0,113"l; or 10# common (3" 4 0,148") or fraty box 13" x 0.1281 3 Locate the nails at least 3/8` from edges and ends of panels, members, and between rows. 4 All sheathing 03U lap onto and be ecW nailed to all boundan, members with attached holddowns.. 5 foundation 4nchpt bolts shml# haw a steel plat washer under each nut not fens than 0,224" x 3" x 3'. 6 Studs shag be at 18` ox- mm n+um 7 Fasteners;Intludlognuts and washers, in contact With preservative, treated woad shalt be. hot Gipped, zinc -coated galvanized steel, stamiess steel, silicon brona¢ or copper, in accordance with the coniuctor manufacturer's recommendations HOLDDOWN SCHEDULE Holddown Label Anchor Holt Stud Required i a teasers Required, HDU2 SSTS16 (2) 2x (6) 1/4" x 21/2" SDS HDU4 SSTS24 (2) 2x (10)1/4" x 2 112" SDS HDUS S85/8x24 (2) 2x (14) 1/4' x 2 1/2" SDS HODS SM28 (3) 2x (20) 114" x 2 112" SOS HDU11 SB1x30 l4) 2x (30) 1/4" x 2 112" SDS STHt`14 N/A (2) 2x (30) 12d nails Note: Where floor joists land on top of foundation, add a coupler and threaded rod from Anchor Holt to Holddown Device 14"FLOOR TRUSSES # t 6" DC W/ BLOCKING $-0" MAX. OR 11 718" FLOOR JOISTS r@,r 16" O.C. W! 2x6 LOAD BEARING WALL ON 15"x7" CONC. FOOTING CRAWLSPACE FLOOR CONST.. ENCAPSULATED CRA4VLSPAC PEf2 CODE _ _ 0 6' CONC. POURED WALL, DOWN TO FROST LINE, Wt12'x6"FOOTING FOUNDATION PLAN 1/4" = 1'-0" FIRST FLOOR: 875 SO, FT, TOTAL UNDER ROOF: _ _875 _SR. FT. Total -Under Roal Area A taken to ggts Ce edgeAf sheathing. GENERAL NOTES: -LOWER WALL HEIGff 15 9-T -VERIFY CRAWLSPACE HEIGHT & ACCESS POINTS vVERIFI FROST DEPTH -VERIFY TYPE & LOCATION OF ALL. MECHANICALS & METERS ADJUST A$ NEEDED FOR FIB GRADING PLANS DIMENSION NOTES: •ALL DIMENSIONS ARE FINISH OIMENSIO! S AND PULLED TO THE FINISHER DRYWALL. -PLEASE NOTE THE ARROWS, TO 5EE Wt ICH SIDE OF THE WALL -HE DIMENSIONS ARE DRAWN TO. STRUCTURAL NOTES; _ALL HEADERS. UNLESS CALLED OUT, ARE TO BE {3} 2x12s W( ti2' PLYWOOD IN BETWEEN -H`I 311 3f4`x9 314" 2.DE MICROLAM M-2 _( 1314"x1A Ap,lO,QUALHER E 2.AEMICROLAM HEADER, PER CODE OR EQUAL DOOR SCHEDULE Q VV IH HD DESCRIP 1 ION ) D01 1 144" .96" 961' EXT. SLIDER D02 1 32" f80" 80" INT. POCKET D04 1 36" 80" 80" INT. BARN D05 2 36' 80" 80" INT. HINGED D06 1 36t' 96" 96" E T. HINGED D07 1 72" 96" 96" EXT. SLIDER "RINDOVV SCHEDULE — # Q VV H HD DESCRIPTION V 01 4 72" 36'r 66" DBL, FIXED W03 2 36" .72` 96" CASEMENT W06 2 72" 72" 96" DBL _ CASEMENT - VV07 1 6t, j 36" 196" TRP. CASEMENT _ SH JiBWALL SCR Dtk'lE Studs at ASD ASO lurid 5;M Label Sheathing M.iil Edge hailing Field .falling Abuh it4 $Cismc Ca ity Anchor wt Size. Sa7& Wee Pane15 capacity 1plt} and Emoensent 8teekmg toit7 S I. 7: 16"cSSor 1i2`? 8We'nnd Ed Cammo or gakan0mbox 6" O.L. 12`Q.C. (2) 21, 261 365 lE2 72" O.C., embed 2x (flat! iw2 4'C) C. 147. ask 533 2x#far) St J3 3` O.C- PI2x 469 685 S" :i ,w - 2. (Nat) 7JGSP4 1 All sheanvali Panels shall not be loss than 4-IrT, excegt at boundaries and changes and tramiN Panes edges shall Find on. Iraming members Or stud depth blocking with all edges fastened per the shearwali schedule 2 All nails in the shearwall schedule shall be the following at a minimum: 84 common d21/2' x 0, 131"I argata- box 121f2" x.0-113"), or20d common I3" if 0, 148"I or.Raly box 13- x 0. 128"1 3 Locate the nazis at least 31S" from edges and ends of panek, members, and between rows.. a Ali sheathing shall lap onto and be edge nai ed to all boundary members riitb attached hoiddowos- r roundat on anchor boles shalt trove a steel Piano washer under each out not less than 0.22F x 3" x 3". 6 Studs shall he at 16" a,c. meri m on 7 Fasteners. Intfud" mIts and washers, in contact with afeservathve-treated woad Shag be hot. rhomd, Zinc coated ph,amZed Steer, stainless steel, silicon bronze or riOl Wt in accordance with the connettaf malttdactufef's recommendations HOLDDOWN SCHEDULE Holddovsn Label Anchor Bolt Stud Required Fasteners Requlfed HDU2 SSTS1€ (2) 21, (6) 1I4" x21J2" SDS HDU4 SSTS24 (2} 2x (10l 1/4 x 2 112" SDS HDUS S8 '3x21 (2)2x HDU8 SSIS28 (3) 2x 1 15 U 1/:} x 2 i12" SDS HDU11 SB1x30 )'l} 2x i30') 114" x 2 112" SDS STHD14 N/A, (2) 2x (30) 12d nails Note: Where floortoists laud on top of foundation, add a coupler and threaded rod tron, Anchor Batt to Holddown Device a ROOF N07E: Rf,7{JF LAYOLI7 ANp ,�aTFtUCT�RE,_ PER ROOF NtANF. SPECS 24" QlglE tMANG tiN ALL SQFFIT! & GABLES, UNLESS Nt° TEDUiHERW'SE VERIFY Wt ROOF TRUSS Pt AN. AS IT SUPERSEDES THIS PLAN ROOF P LA N 1/4 It = 111-0" FIRST FLOOR: 875 SO FT TOTAL tINDERt R20OF: 8T! SQ. FT. Total Under Hoof Area !s taken to outside of stteathing- GENERtAL NOTES: -LOWER WALL HEIGHT IS Y 0' VERIFY CRAWE SPACE HE{GHT,S ACCESS POINTS -VERIFY FROST DEPTH VERIFY TYPE & LOCATIQN OF ALL MECHANr_kS & 1ETERS T -ADJUST AS NEEDED FOR FINAL GRADING PLANS DIMENSION NOTES. ALL fi3tAAENStOH5 ARE FINISH 61hAENSiONS AND agLLED To aHF_FtraLsHi=o e?Rrrvti4i_-. -PLEASE NOTE;THE ARRg7 T4 5EE WHICH SITIE OF THE VAt4 THE OIMENSIC}FfCS2E DRAWN TO. S' TURAt. p1qTKI -AIL HEADIERg, UNLESS CALLED (3t3?,ARE TO BED) 7x12s Wf 1f2"' PLYWOOD;N BETWEEN H. 3 t 3+4 x9'i/4 2.9E M(CROL. It HEADER._P£R CODE. OR EQUAL H3� t 3i4 act" 2.qE M{CROfANA HEADER P£R2 CODE. OR EQUAL DOOR SCHEDULE ; ? (Vv HD DESCRIPTION "i D01 ,1 1„ it"T. SL ICR D02 `I I32" 80" ' 0" INT. POCKET D04 1 36" 60" 80" INT. BARN D05 2 36" 80" 80" INT. HINGED D06 i 36` 96" 96" EXT. HINGED D07 1 .72" 96"r 96" EXT. SLIDER W01 Q 4 '72l' WINDOW W SCHEDULE H JHD DESCRIPTION 36" 66" DBL. FIXED W03 2 36i" 72„ 96" CASEMENT _ W06 2 72" 72" 96" DBL. CASEMENT ti 07 1 96" 36" 96" TRP. CASEMENT_, SH"InNAU SC7AMM Studs at 'ASO ASO Wind Se amit Anchor8dh Spacing, Edge S''N Labe! Sheathing Nas`is Edge Nailing Field Quailing Abutting a C[1aCi[y Capacity and Emoemeni a Blocking Ranh;% (pit) stw1 - 6" O.C. {212x 363 365 1)2" 72" O.C., embed 2x (flat) 7^ into stermvax SkRl2 7116' 058 or 8d Common at 4" o C 11. 0.C- 12l 2x 380 S33 IJ2" @ 24' O.C„embed 2x (flat) ir'2" miwood galvanized box 7"Into stemwalf SW3 ;"O_C- (2f 2x 48`w 665 Sib" 24' fl-C., omt>rd 7" into stemwall Z. (flazl Notes' I All shearwwalt panels shallnot be less than 4'xV. except at boundaries and changes and framing Panel edges sha8land on training members or stud depth blocking with all edges fastened pet the shearwail stheduM 2 All nails in the sheaiwaii schedule shall be the tollaxing at a minimum; Sd common f2112" x 0.13V) of gate, box (21/2' x 0-333"G or 10d common (3" x 0-148") or gale. box i3" x 0,128'j - 3 locate the nails at least 31V ham edges and ends of panels. members. and between rows. 4 All sheathing shall lap onto and be edge nailed to all boundary members with attached hbidddwns- 5 roundateon atxhm boles shall have a steel plate washer uMer each nut not less than Q.229" x 3" x 3- 6 Studs shall be at 16` o c minimum 7 Fasteners, mttudtng nuts and washers, in conta" with preservative -treated Wood %hap be trotC�psied, WXtoated-gaivanited steel, stainless steel, silicon bronze or copper, in accordance with the Connector manutattvrers recornnendaTions HOLDDOWN SCHEDULE Holddown Label An & dolt Stud Required Fasteners Required HDU2 SSIB16 (2) 2x (G) /4" x 2 1/2" SD5 HDU4 5STS24 (2) 2x (10) 1/4" x 2 1/2" SOS HDU5 S85/8x24 (2) 2x (14) 1/4" x 21/2" SDS HVU8 SSTS28 (3) 2x (20) 1/4" x 21/2" SOS HDU11 581x30 (4) 2x (30)1/4" x 21/2" SDS SBHD111 J?.a (21 2x (30) 12d nails Mote: Where floor joists land on top of foundation, add a coupler and threaded rod from Anchor Bolt to Holddown Device U O 04 Pp 251 N )� M01 BALLOON FRAMED WALL Ll 04 Q M02 (15) w O -- — -- - ---- - J O m 4 co J J -.. _ -- — d M01 BALLOON FRAMED WALL Z N O" 0 O NQ O-0 o Q tQ 0 oD Q :3 C>ib ~ C2 9? _ U) :: m m p N QZ2co0 CD O co IL to to r � i 1v e— O to d' V O L Z a_ d? < Q , Q = a Q U N _J < D 3: o m m EO U Cw'a ° 0=U© c� JOB NO: Q5012015 M:I;k 04M_ • WALL HT MLL HT. WALL HT..J 41st FLOOR FIRST FLOOR: 875 SO. FT. TOTAL UNDER ROOF: 875 SQ. FT. Total Under Roof Area is taken to outside else of streatnlnt,• GENERAL NOTES: -LOWER WALL HEIGHT IS 9'-(r -VERIFY CRAWLSPACE HEIGHT & ACCESS POINTS -VERIFY FROST DEPTH -VERIFY TYPE & LOCATION OF ALL MECHANICALS & METERS -ADJUST AS NEEDED FOR FINAL GRADING PLANS DIMENSION NOTES: -ALL DIMENSIONS ARE FINISH DIMENSIONS AND PULLED TO THE FINISHED DRYWALL. -PLEASE NOTE THE ARROWS, TO SEE WHICH SIDE OF THE WALL THE DIMENSIONS ARE DRAWN TO STRUCTURAL NOTES: -ALL HEADERS, UNLESS CALLED OUT ARE TO BE (3) 2x12s W/ 1/2" PLYWOOD IN BETWEEN -H-1: (3)1 314"x91/4" 2.0E MICROLAM HEADER PER CODE OR EQUAL -H-2: (3) 1 34"04' 2.0E MICROLAM HEADER PER CODE OR EQUAL DOOR SCHEDULE r le VVINDOW * DBL. FIXED a e SNFARWALL SCHEDULE studs at ASO ASO Wind 5W label :Sheathing -Nails Ea Naift Edge, n>g field Nailing nTg Abutti nR Seismk Capacity Anchor Solt Site, Spacing,. Edge Panels Capa¢itf (pil) andEmoement Sktckmg tPif) sW1 7116' 056 or 1f,' Plewoadeatncedbox Sd Common or 6' O.C. 22"o.C- 1,212w: 261 365 1/2" 4& 7Z" O.C., embed 7" Into stemwall 2x (flat) StM2 4,0C {2)'2x 390 S33 1/2"fi24"O.C., 2x{flat) ` T"lmds,mwall 1212N 489. 68S 5/8" z" 6 C., embed 0, '-0m) -,@24 mwafl 1 All stleatwali panel$ shag not be less than-4'xg', except at boundaries and thanges and framing_ Panel edges shall Land on framing momtx�, or stud depth blockiri; with st) edges fastened -pet the shearwall schedule 2 AD nails in the Shearwall schedule shall be the Wowing at a minimum: Sd common (21/ 2" x 0.131') or gaty. boss 12 1/2" x 0.113"): or 10d common (3' x 0.148") or gat. box 13` x 0,.128') 3 Locatethe nails at least 3/S" from edges and earls of tram!$, members, and betweenFowrs. 4 A)I Sheathing shall lap onto and be edge nailed to all boundary members with attached holddowns. 5 Foundation anchor bolts stiall have a steel plate wash," under each nut not less than 0-.229" x Y x 3". a Studs :hall be at 46" o.c. Minimum 7 Fasten,rs, including nuts and washers, in cdntactwith preservatte-treated wood Shag be hatdippep, zinc -coated galvanized steel, stalrums steel, silicon bronze or coupe", in accordance with the conMctof m intdactDrer`s recommendations HOLDDOWN SCHEDULE Holddown Lakes Anctior Bolt Stud h.Qq rlred Fbswm r> Kt�q r,red HDU2 SSTS16 (2J 2x (6) 114 x 2 112" SUS HDU4 SSTB24 (2) 2x (10)1/4" x2 112" 5DS HDU5 S05/8x24 (2) 2x (14)1/4" x 2 1/2" SM HDUS SSTS28 (3) 2x (20)1/4" x 2 1/2" SDS HDU11 SB1x3f) (4) 2x (30) 1/4" x 2 1/2" SDS 5S) Ct1:7 N/A (2) 2x (30) 12d nails Plate: Where floor joists )and ern top of fowndat(on, add a coupler and thee ailed rod ffOln Anchor Bolt to Holddown Device rx FASCIA VN DRIP, TYP. SIDING, VERIFY STYLE DACE! LIGHT, TYP LINTEL TRIM. TYP. DING. VERIFY STYLE FRONT ELEVATION 1/ 11 = 11_011 FIRST FLOOR: 875 SQ. FT. TOTAL UNDER ROOF. 875 SO. FT. Total Under Roof Area m taken to outside edge of sheathing. GENERAL NOTES: -LOWER WALL HEIGHT IS 9-W -VERIFY CRAWLSPACE HEIGHT &ACCESS POINTS -VERIFY FROST DEPTH -VERIFY TYPE & LOCATION OF ALL MECHANICALS & METERS -ADJUST AS NEEDED FOR FINAL GRADING PLANS DIMENSION NOTES: -ALL DIMENSIONS ARE FINISH DIMENSIONS AND PULLED TO THE FINISHED DRYWALL. -PLEASE NOTE THE ARROWS. TO' FF:WHICH SIDE OF THE WALL THE DIMENSIONS ARE DRAWN To. STRUCTURAL NOTES: -ALL HEADERS, UNLESS CALLED OUT, ARE TO BE (3) 2x12s W1 1/2' PLYWOOD IN BETWEEN -H-1: (3) 1 3/4'x91/4'2.OE MICROLAM HEADER, PER CODE. OR EQUAL -H-2:(3) I 3f4'x14"2.0E MICROLAM HEADER, PER CODE, OR EQUAL DOOR SCHEDULE # Q I 11\J I H HD I'DESCRIPTION D01 1 1144 96" 96" JEXT. SLIDER D02 1 32"' 80" 80" INT. POCKET D04 1 36" 80" ou J! ou 80" 1NT. BARN D05 2 36" 18705" ,Orr 80" i I IN HNGED D06 1 36" 1196" 196" EXT. HINGED D07 11 72" 196"196" EXT. SLIDER \A"iNDOW SCHEDULE VV iM HD DESCRIPTION W01 4 �2" 36" 77[DBL. FIXED W03 2 36" 11 2" 6f' CASEMENT 7 2"' 172" 96" DBL. CASEMENT 96" i36" 96" TRP. CASEMENT = 0 N rei■ATZ.-A 0 ga SHEARWALL SCREDW Studs at ASO ASO Wind SW Label Sheathing Nak Edge01.ng fieldNail,rg Abutting se'smic CapaCzV Anch of Rolt 5,', Sp3c.,g rditc Panels Capacity (Wf) and Emb,.ent 01­ck:ng (OM — swa 6' 0 C ial 29 261 36S 1t2, 9 72' Oc- embid 1, {flail 7' into stemwall SW2 7N6 - oS5 or ad Common or 4'0.(- 12, Q.C. (2) 2x 390 S_�3 Vi, (41, VOC, embed 2. (tlati .1/2' lh�iwood gailited box 7"Into sternwaill '_1 3" G-C, J2)2. 685 5/3' P 24' O.C., embed 2. (flat'l kouts, Tinto sterriwatl I All shearwaii panels shaft not be less than 4'x8'. except at boundaries and cnanges and framing- Pane[ edge, shall land on framing members of stud depth blocitmgwth aft oolies fastened per the shearwall schedule 2 A# nalk in the she4rova It schedule shall be the faftowingat a minimum. 3d common 12 I!X' x 0. 13 11") or traht. box (2 V2' x 0-11 r), or 10d common 13- - 0.148") of gaW box (3' x O129') 3 Work^ the nails at least 319' from edges and ends of panels, membevr, and between rows 4 AM theachlati shall lap onto and be edge naiied to all bourdani members with attached holddowns 5 Foundation anchor bolts s twit have a steel Plate washer under each nut not iess than D. 229' x 3".x r. 6 Studs shall be at 16- o.c. m,6 mum 7 Fasteners, inctutirrig autsams washers, in contact with sitesentaTnte -treated wood shati be hipt-dippod, vric -coatod phianizecl steel stainless steel. silicon bronze or copper: in accordance with the connector mantdattuiers recommendations HOLDDOWN SCHEDULE Holdclown Label Anchor Bolt Stud Required Fasteners Required HDLJZ SST816 (6) 114"* 2 1112" SOS HDIU4 $$TB24 2; (10l 1j"; -, 2 _/2" t'Ds HOU5 585/8x24 (14) 1/4" x 2 1/2" SD� HDIJ8 SSTB28 4) 2. (20) 1/4" x 2 1/2" SIDS HDU11 581x30 (4) 2x (30) 114" x 2 112" SDS STHD14 N /.A 21 2'X i30) 12d nails Note. Where floor joists land on top of foundation, add a coupler and threaded rod from Anchor Bolt to Holdclown Device BACK ELEVATION 1/4 11 = 1 1-0 11 M 111 :leis] T1 FLQ I to] il "bi KQ :lei *"S" 1 *0 N to] FIRST FLOOR: 875 SO- FT TOTAL UNDER ROOF: 876 SO. FT, Total Under Roof Area s taken to outside edge of sheathing. GENERAL NOTES: -LOWER WALL HEIGHT IS 9'-0' -VER!FY CRAWLSPACE HEIGHT & ACCESS POINTS -VERIFY FROST DEPTH -VERIFY TYPE & LOCATION OF ALL MECHANICALS & METERS -ADJUST AS NEEDED FOR FINAL GRADING PLANS DIMENSION NOTES: -ALL DIMENSIONS ARE FINISH DIMENSIONS AND PULLED TO THE FINISHED DRYWALL. -PLEASE NOTE THE ARROWS, TO SEE WHICH SIDE OF THE WALL THE DIMENSIONS ARE DRAWN TO. STRUCTURAL NOTES: -ALL HEADERS. UNLESS CALLED OUT. ARE TO BE (3) 2xl2s W/ lf2"PLYWOOD IN BETWEEN -H-1: (3) 1 314"x9 V4"2-0E MICROLAM HEADER, PER CODE, OR EQUAL -H-2:(3)1 314"xl4"2-0E MICROLAM HEADER, PER CODE. OR EQUAL DOOR SCHEDULE # D01 i ,Q 1 -H 144" 067' 1 HD 96" DESCRIPTION EXT. SLIDER D02 1' 2 070 180" INT. POCKET D04 11 36" 80" 80" INT. BARN D05 12 Mir 80" INT. HINGED D06 11 %80" 36" 96 96" EXT. HINGED ID07 11 72" i196" 96"IrEXT. SLIDER Studsaf AID Aso Wind SW Label Sheathing W& Edge Wiling Field Naffing Abutting seismic rapa"y Anchor Boft Sizo, spacing. Panels C.10acity (1:0� and Embement . kX ipftl 6"O-C 142- 261 365 1;2"4? 72'0 C., embed Zx (tial) 7" intostenwail SW2 7"16"058or sdcommo or 4'0,C- 12' O.C.. 12) 2x ASO S1 /2'(924'0C,.embed x tffat) 112' Pismooti gaivarnt"Z box 7' into sterrwafl S1V3 3"O-c- J2}2. 4E9 685 5/8 - P' _ 24'0,C., embed 2x Matti 7into Note,s- I AN shearwall panels shaft not be less than 4'Wt except at bciursdarwswnd changes and framing, Panel edges shall [and on framing members or 9W depth blocking with all edges fastened per the slwwwall Schcdult 2 AN nalls in the sheafwall scbedule shallbe The toftwing at 4 minimum 8d common (Z 1/2' X 0. 131") or gala- box J2 1/2' w 0 143'1. sr 10d mmmor, 13' r O: 149') of gatwbox IY x 0. 128') 1 Locafethe 03h 31 least 31V from edges and ends of pantl1q, membil,%- and between tows, 4 AD skeatftlng shal; lap onto and be edge nai;ed to a" boundary members with attathed lboldclowns. 5 Foundation anchor bofts shall ltave a steel plate washer under each r1ut not less than 0, 229" X 31 x r 6 Studs shall be at 16' o.c- rm nimunt 7 Fageners, including nuts and washers, in contact wim wood char, be hot -dipped: zmc-coated fisu,,ahized steel. Stainless steel, silicon bronze orcopper, to accordance with the connector mantriacturer's recnnnfYendatiORS HOLDDOWN SCHEDULE Holddow?) Label. AncnoBolt Stud Required hasteners Required HDU2 1 SSIB16 (2) 2x (6) 1!4" x 2 112" SDS mDU4 5SfS2-I (2) 2x (10.i/`l A 2 1; 2" S05 HDU5 SB5/8x24 (2) 2x (14) 114" x 2 112" SDS HVU8 S5fB28 (3) 2x (20)114 " x 2 112" SDS HOU11 SBIx30 (4) 2x (30) 1/4" x 2 112" SDS S)'PL)14 N/A (2) 2x (30) 12d nads Note: Where floor joists land on top of foundation, add a couplet and threaded rod fi-om Anchor Bolt to Holdclown Device