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Plans (37) JOB NAME: 17(A lz-e- • , WITH MILLER JOB NUMBER: R1sNovATKN4 a REPAIR i DATE: r----v\o\ 2ot 6 PAGE: 1 ABW SEE PAGES 1B AND • ., - 1C - - • • ' ; • - ; ::..,.,' ' ' , . • . . • . , . . . . . . , . . . ,,,,,,.0. • , . . . . i,,. ,. . . : ', , ''; ' . . i . : z______' . . .--, ,,4f ., yi,,v IT§ r lip*t•if•tW,,,kr• .-'',1/•••4;ri4rilf r'''' - ' ' ,..0...- ... , • - • , , . . . . ,, .,,,, . , . . n . , . „ . :: . „ . . i , . . . . — t, -1444 , , • . ''-, . - - - ,.-.' - 1-, c- i , , . . . ,,, „ , . . 1\11...,-1'>/ . . 'I'd‘--).-)014--- . . . . — . ,-' . • . .., . . . . . i • • ‘ . ' riq' . . . . , \ . , . 1 . . . . . f ' ' ' ,r ' . . . 1. .N. • • • 'R .W i • • • , , • • ' f ; , ' -•l' '41 V•41°-1 = IQ On • ,• • '' • 1 kJ ,, k , i•_Ii• • • rn7e'V•ki-46i In 4 • ', • • • ' 1 i'.1''''' ' N• • • i i - ; __, / ,;...i„ , , , . : . . . . , . . ih/A:-1---.---t—' • °' t , . . • . . . . . . . . .,/,, ; ' - - - - i • • ' ' . . . . 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VY A FA U --(6,dp,--A4 ori boick o pmge 5 OFFICE COPY JOB NAME: DUKE I ' MILLER ® E JOB NUMBER:1637 �iaNENOVA TION Fi REPAIR DATE: AUGUST 2016 PAGE: 1B kd1 SAO window PANEL LENGTH PER TABLE R602 10.32 of corner of building ,aigHeader FOR PANEL SP IF NEEDED) ADJOINT- EL EDGES SHALL , ________ _ M.o. , 'n ME •. -AND BE FASTENED TC ip Frame window similar to ' others MON .TKCK WOOD STRUCTURAL COPAWI•4 OR N BOX = PANELSHEATHING ON ONE FACE -_______ AILS G 6`• .'T PANEL EDGES v MINIMUM 2 x 4 :•-0,.- " G -STORYAND AT 4'O C. ® FRAMING MINIMUM S FOR THE FIRST OF 2 C DOUBLE STUDS "�_- - Ctk REQUIRED - ,44 OR GALV BOx STUDS UNDER HEADER AS S tit S AT REQUiREG O RI ' PP s HOLD-DOWN OR STRAP-TYPEE New window m ANCHOR PER TABLE x— al :R ANCHOR BOLTS R602 10.3 2 (BOTH SHOWN FOR -- ---` Lr) IGUi •03.i.1 LOCATED N. CLARITY,)STRAP-STYLE EEN 0 12 INCHES OF ANCHORS SHALL BE PERMITTED \ ENG a HE SEGMENT TO BE ATTACHED OVER THE 1 ) 111/WOOD STRUCTURAL PANEL A: IUM REINFORCING CF P- FOUNDATION ONE/44 BAR TOP AND ��II11°. BOTTOM OF FOOTING REINFORCING �P SHALL BE LAPPED 15 INCHES � Place on Opp wall ' — -----MI MI JUM FOOTING SIZE UNDER /8"ANCHOR BOLT WITH OPE NO IS 12x12"ATURNED-DOWN SLAB' ,ALL BE PERMITTED AT DOOR 7.5" EBMED INSTALL OPEN,: .3 REINFORCING SHALL r SI: 1 inch=25.4 mm. WITH SIMPSON AT-XP BE ASS, ASN ABOVE FIGURE R602.10.3.2 typ framing ALTERNATE BRACED WALL PANEL SIMPSON HDU4-SDS2.5 ON EACH SIDE TYP TABLE R602.10.3.2 MINIMUM LENGTH REQUIREMENTS AND HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS SEISMIC DESIGN HEIGHT OF BRACED WALL PANEL CATEGORY AND WIND SPEED 8 I 9 t 1011 11ft 12 ft Minimum.heati d length 2' 1" - " 2III" _ (-..” SDC A.Band C R6!?I0.S2.ti.mIhold-down tuneilht MO 'NM ISO() -,(IIJ __IIt! Riad.peed<I l0 mph R6132.10.3.2.iiem 2 hold-down li,r',' WI 3000 3111:)) 34(00 $301 360 1) Minimum.heathen Ien_-111 _'-8'" _"-S" 2'-II)" NP- NP' SDC 0, Ind D, 'hind yt ed<11�31nph R511 10.3.2.,tem I hold-down foree+thl 1(0)11 1500 1501) NP- NP- R1 i_2.10.3.2.it;n,2 hold-darn for e tlb: 00011 OM 30(a) NP" NP' For SI: I iincl,=25.4 mm.I fool=1,05 ntm.I pound=4.445 N. a.NI).Not Psmincil.NI:Aimum height of 10 f2<t_ DUKE JOB NAME: , w()RI( WITH MILLER ILLER JOB NUMBER: 1637 I3 E �OOV A 11ON €i REPAIR AUGUST 2016 1C DATE: PAGE: i i iAia. , ' Hora;contai-HDU , l4It 4 lie, Offset Installation _,.... . (Rlaill4eW) ID These are available whhaddi corrosion protection. € Set floldown and Tension Tie Additional on this page may be available with this , rhawn Genital Notes an page 45. epilog with Simpson Strom-11e terafdads. Dimensions Minimum Allowable Tension Loads (in.) Fasteners Model Wood (160)' Code No. Ga Anchor poll Member Deflection at ffef. W H B c SO Bolt Dia. Fasteners Thickness DF/SP SPF/HF Allowable Load (in.) (in.) (in.) 0IE , 6-SD#9x1% i 1340 840 0.11/0 DT71Z 14 1'/r 7k' 71% ae 3j6 r `re 610tix11vs i 11/291® 640 0.14 7 160 I i t 8,10dx11/2 t 910 t ;850 0.107 i It DTT2Z 8-SDS3/4"x1W 11/2 1825 1800 0.105 14 3'% 615/s 1% W16 V16 '14 8-SDS Wx11/2' 3 2145 1835 0.128 DTT2Z-SDS2.5 8-SDS'/"x2'7' 3 2145 2105 0.128 Far.iiD.J2-S S 5, 14 ,3_ 8'1e 3% 1416 1% i % 6-SOS Y4'x2'41 3:-_ . 3075 i 22 5 , 0. 8 14, 3 10'ie 3%4_. 1%+e;_ 1% :% 10-SOS%'7f234 3 4565 ; .=. 0.1 4 I 1�M F ,1 U5- S2.5' i14. 3 13`a 3Y4. 1310; 1% j i% 14-SDS'/4'x2 3 i 5645 1 4065 0.15 �' 3 6765 4870 0.084 F5 111 HDU8-SDS2.5 10 3 16% 3'6 1% 16 % 20-SDS%'x216" 316 6970 5020 0.116 _ 416 7870 5665 0.113 it HD911-5052.5' '10 3 221/2 316 1% 116 ? f 30-SDS 1%'x211 6'6 9535 6865 0.137 7% 11175 8045 0.137 4x654 10770 7755 0.122 170 at HDU14-SDS2.5 7 3 25"%5 31/2 131 19310 1 36-SDS'/"x2:4' 7'/43 14390 10435 0.177 16,L8, 5'653 14445 10350 0.177 F5 AT-XP®#Ulowabie Tension Loads for Threaded Reid Anchors in Norma-Weight Concrete iaC p,®f* (f'c=2,500 psi)-Seismic is Load .1w Eml,ed Mmunuirl Allowable Tension Load Based on Concrete_ or Boid do I Non.IfSeil h',ninnml flimenSion` Ed 1 Ulotatrccs 1 _''Sn on,Side Da C-O h, to,Uncr'acked gn.) Ulnienstons fur Edgc Distsu,a n Lv.on all sides 9' I7,., Cracked fin.) and c; cu three sides on.) (in.) SOC A B SAI.C SOC A B' SOC G F'' It, e. h, c._ Ur cracked Clacked Unci cked Cracked Uneracked Cracked Uncra'ked Cracked 41/5._:__ 444_J 246 544 41,4 - - 1,500 - 1,125 - 875 - &�55 - 3 47/4141 6% 4% 41/a 1,890 1,475 1,420 1105 5 860 n 650 % 4% % 6( 6% 5'/4 2;840 2,215 2,130 1,665 1,015 1,290 -65 970 6 7% 1416 7% 6 3785 2,955fi60 495 146 93/4485 2,840 2,215 1015 1,575 765 1180 7'6 98 1116 9% 6% 4,730 3,695 3,545 2,770 1,075! 1,810 . 765 1,355 244 6% 6'.6 - 2,490 - 1,685 - 1,345 -8600 - 3 7 6r� 5'6 6Y0 2,840 1,875 1,840 1,195 1,465 955 935 610 '6 6 141 90/ 81/ 7 5,770 3,755 3,680 2,395 1,230 1,890 785 1,220 1,8257,160 8 191; 1936 . 101/ 81/ 7,695 5,010 - 4,905 3,190 1,825 1.15 2,400 1760 1,625 10 24 16'k '53/4 12'6 9% 9,615 6,260 6,130 3,990 1,165 2,850 740 2025 1,825 1,160 , 316 6/ 7 634 7% 3,015 2,135 2,250 1,395 1' -' 1,040 1:214515 ' 665 % 5 82 �,� 8'% 7% 6;105 3,700 4,135 2,360 2 6 1,740 1 ' 1I ,110' 76 10% 1246 10% 916 9,725 5,555' 6,260 3540 -21:800845 2595iiiii 1,665 12'% 15% 32% 15% 1216 16.205 9.26 : 10.330 8,905- 1,825 3.935 ,1,,,; 1 2-770 1 ,... ; E 1E . 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