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Lions Ridge Filing 1 Block B Lot B2 Snow Lion (3).PDF
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' '7 Vt>'1 _ ` _ 8 . , I '1'' I-On t � , ° ' t �� r + ! r a , �!= t'/' 1 Y > 4 p > i >, `* -- ` ` ' e V " ' , . } t t ,.-....... _ ` `, • n V ` t 'Arl� t4 MAW A r e*W4CV ra rut�t V f - t a #� ' 1•. � �• f : • x V - . f ^ L F . — • > N _ ` { 1...� �_I 45. ,r , FZAILING DETAIL ' 1 1 t t j• ;, „ • � 1 ` ,.t , 1 T ' r !y � i �'';' - I t� fp4(••C!N , - f � ✓�`W+�..L / � _ '!`���j U tl• / ' 1' 7!��+ _Ij 11, ` i � 1� 4 4 .r /°N.•rwir.► '. IE i 2 4 1 �G,+r _ .._ - - fj I f i' {' ► �� ■ - - � /` ,# � j jr � i _..,.-- + �r 11 • Tl/t�''N� C/YS i�l r'L+'Oy ~ `- ' w � /�1 � M M `.1__.._.� , T_ • `I'' ` � s -`Mf0.7D pN 1K153 coo ��� G.G• "Mr1� 409N / I zYi .'sC f6vc y _ J z �G w =4'G G .f t '21�r 4;5"i'�Z71.1 •� G47 O C �' ♦ /a � X 4rC.r je .r�ply p�' . - ---zr � ` �f � � fi T ;. � <' G �� '�.,_/ ul'1e�1 '�.' - r • �C+ t. c r fje_ rn r' ', �r n `"_'++' 0 4, ' '� f �' ! i'; rf �rl _t •»-.ter ` ;"��� ,•, r �^; - h - , ! a,�i :M w r, Al Gl�µv. 1='t, _ • ' � N e' 10�=�}-2' "___ _ , , Yo # - r 1\\L `_ f� 'I '�r `` �°{ � "��i I +T_..'r.'_"1 1• r 4'r` . ... «--...__,._ � > e - , = 4 l t1 ' -.../ ` _ : ,j ` ;I, < a r ^ f.. . - : _t f,11 ---t f � { � ' 1 ;` ' —,� -y► �—.:N�PE-'f — jj �.._. _—. _ — �, _" , - �s1 r .- ; _ i, �w..JJJ �`>lwV -mm _J' w `. z r r skt�-�' >( ' I� cw y2u w•rw v G) i 1 ► 3 _ t Ao I VS ' ! �' f / N+---_r"�"" -_ 1 _ _.,_ .___.... _.. �-T. I.i .F' �p,� ` '_"__' 1l +F '-�T_•— p .. E ' !, r „ i , 1, .. n _ . , „k r �•,-z�!'i �1N►�E� ao>•rr fr�t1 ` ----�--- _, : _ s -� '' _I J,�._ ( rrt-_�, 1 , '• ` --�-� ' I' � ° ;iNDtG�TES Pbs9lTloN of wc�DD- . - . ' 4 - ' , v - . L °° - ` n I 1 115EAM5 CA WALK L' OGF, a? NokTFt , G qp tt E�t'T'RY 17ECK (R SOUTH ,. � � �i ' , _-., f ' (araK 2 ► t� . 5 �� I a V j n ' 7F/� � �' l �, , ) - _ r . 4 - . ' , 4 tom ' - NSCE FcW-riNC-,S- t. Wncr*ta: f'o + 3,000 psi Other strea+soes in accos'daanow Wdth the Act f,ildingr ('aa o (.old-4!}. ,n ftinfo semen e r t y - 40.000 Psi, all 03 Mess sane!' sarall+er. y� ' \ fV . 60,000 psi, all N4 bars auad larger. art•�' � � t� '` , _ / � `� structural 8teeel: is • .?? OD0 i 11S'!'M A-36 i4 '-- # �� 9 8 4 z r -mil) . _ .8 r { ! k ` T_-- _ - , t1t#�atr strassws In etc ordanco with 11IW S'pscifloatlow,(4063 tion). ' N Liver Leaatda:` Stairs -'100 pef. �� ` • Apartowntes and Corridors - 40 psf. ► ' _ ____ _ - _ w. - _ _ -! Roof - 7<5 pat. Seismic Eons 1. - Pouodarionr Design based on Xbodward, Cl11ds s Asa w-latse aaal ft lft.' 1?495-•11#73 de March 3, 1970. ' _ I1� I�` r,µ $'_ t� ' _ l �v` �t - �' -�',/• �$r - '' it 7�g`�4^ II' `� rr I t �' f' # lr-t r ft fir �n j tG?i ��2�� /G>j ��+l1 tooting desiSm - 1600 pot` (Doed Led +� Live ) Re'ts.�.eafng Valle y 4000 pmrt. R - ��r r ACZ`Bulldino ,Gods MAT-63) Part TI, Chapter 4 shall be cowlied wsth_ja tsltt ► to,the MV001110 7 : materials and procedures required. " � � ` ! t -., - � - .- _ ��} _ -_-=1"j"'�`�,r� ���L.���;. ���< r _ �'` '�} ",�c�'.��� �n"�✓"a'«:.r "'�"�"\ ` ',('. �l�C""'� �.+L:�t.+ k � ,°. r �i .. �,...... ,612sr Report which 1s available #ra naw•s tw©ntarreotaa' ew xyrathits�t`a"ar tt t office. All footings shall boor , nor' boat �Cth _^ _ ,r t ex+yr at mail, 1 w ago as qualsfiead sails eangixteer shall Inspect the opera earereri►'atifln to veatlfq thae , . .�� _ Final !rooting elsvatJons to be detarseixaod by the etctt at elm of Ikgoovaett aer. a / , ` C6 . _iko.6 I Frow`ide 4" gravel or crushed roe. u�lear all slater � r1►raaete. � b� i :t _. ° + _ _ /� t�ackfill eaettsrial shat!l be thoroughly ce�wrDacteei tatsrpier9 at sap aaara rsreistusv. daattisq or �sMlg Ax �� Ot7' * r / F`rfl� �* of cla y soils wall not be' perdtted. rckli2l behi nd retaining walls with t ro e-dr4ining granular mato rlrts, .. .__ ____ _..,.. .�....,�„, H � All concrete_shell d'ovslap�pobs�j a.�rdar:� with �Z a�rathh�t»i *sltlaes�c,tbarardswr ae>tAad { _ F ~5 t n all Co/CTe to shall be stone aggregate. Provide 114" expansion joint at Intersection of all slabs on gtiradae and 401 vottiml aaurfoceM,, .,w _. . �___,_ ___ —► #` M foundation malls, all c+onstruct.#on jjoafnt& shall be verticrJ au" lotW. Mosinum le►tegth-of Pour in ! � __ _ # wallas without offsets shall be sixty foot. t - _ / Sae Arch!tectural drag n end anchors n'cite. � y°i _ • - �.� ;.� � �;•-� ; ° _ - t, Q,� w L�Ci�R� /f - r 1 gar for ea�eadd a rs_ i _ __. _ _ - - � 2 ^ Any advdxturers shall be submitted to the Struetri al i al _ � � r Stlg ,teraar mac appa+ov 2 t _ Drypaueck'anderr'all bass plates with a dxvpech .mix to consist st o f 1 part owma t, 9-3 ? is sand that ' t � Fa / 3aea,Y' r will pass 0164 screen and enough water to sake the reels sciA together can betrW seed" Into a bail slight pressure of the hands, and will not exude water but will leave the hetnd'at daapp• or use 5 star Grout. Concrete terpersture shall be maintained at 54' to 700 F. for i adnImuaoo of three eta". Cdr• �- - �---�" 1781 NlYJRCEl�tsN?: � - � �� ,�'�` � , � _ D,esi qra. dot lilrg, tab,ricatio» sand placement shall be,�!» aexac�sd wf th the 1tC2 C� aerel'!lt� t 3 (�4CI 318-63`.Md 315-63j Steal reinforcement shall�be near, deformed billet'Bteel. wetlr4 Standard d 615.601 for rut's- - ., _ - N and-larger, Grade 601 for N3 rerbsrrs and designated dbwls, Grads► 40. d�ovI whi3] pea: � �i l +r �_ _ __ r ��.._..•__rr_�.. ,~ l E 1! rr i 4 t mark a 1 - Z rminforesement in all walls shall be continuous around corrsrrs or +csarntr bars provided booth°v*rt1v4 . and hurti sontal 1�q It A_1_1__ C) t x Leah all rerinfarcerraent bars 1 2" at splices. Lap all weldeasd wire mesh one full suesh and wires together. n 2eatsa ? - NS's aT+at�lad os, eexttnrr! 2•-11° blgtand ajeeenisegr. r Provide a prates ca rq orceemrent as tollowar 30 !'cos"mss Itad ns tiler corrr`ret e:tlort for inf * areal t the groundr ? for bars larger than 05 or 1-112 tear bare 05 or sraaallerr w� concrete is exposed for then ground or we-other after removal of the forow. f u Prow dce aalvaniaed ae oesorieas for all concrete seaxtaecers erposeard to wuttasz. - .�....^,.. /7� 0 f� G''�` 4t r.� ��9 _-r.__'._nr....,..,.._.-..--._..-...�y .-w.....� ...._._,._..v_. _.-.._...'�yr(.i!! _ .._..'�.Y.. ''M _� _ --_ -_ ....... ..._.._ _. .. _ _...-...-w._,._+._ __.�p►. s; •_-_.•_ .._..rw.-x.+..r -_ '--T._-.r...._..__-,.- - .r � t - 1 STRt1CIMAL STEEL: } t Assrign, fabrication and exsnstre:ctiorr shall •be ire a ordane�+aa'arith the latest Afac $000ific tione. .a + 1 4 / sr S! N A11 structural steel beams shall conform to VWX Serial DesIgnatlan A-". All 'pipe cal ataaall f conform to A� Serial t*sIgnation A-7. UNDA TION � �� �'P ��,. A I _ " t r' _ A 1 l we I d i ng ar goer, c�u t t.�l'tgr shall be i n ac�rdasscs ws th the e:�trtastt;staa91r ci!' the Jlseaaer�4 . 0 #srr6►,_� N Society." � V All welding shall be pelrfdrmd by certified welders qualified by �"saan Welding_�.1*tV r4wt4tIvs Standard Procedure,. - - `, - V Uuaa11 fi ca t i cur r 1 / Provide standard Framed Connections usi 31411 1 I pl cred material to be used throughoutf ba is or 9 r° ^ �feder and unle i rt ft bolted connections to have 314" diameter bolts con ISM - . or- 4 � s7'cl p/,c c !. R �,f All ktall base platers with a 'drypack° raix. (sere C ,rotes a Witte ,)• , t/ �'� ��ur7cr/a 1pn 1 'tfd� 7 t rr r'! ;►► / 1t " �_;Fx C .e '✓ I 1 t 4 "� `^tr �, ��„r • 4P 4// Ce.f` ,s/ i ` �' as f !/ ��`` r - �., x '• Corn 1^1l 1111 'wood shall be` Coast Region Douglas Fir with 17% maximerae aaaaaatmt;ra�s content. .Taints and batsaae t6t � " - 401 Co x - 1 w% � !�/ � .- / , - c�:°'. �~w?,ti �,,� /t ".Ar t =o f' r _ 4 2500f; St Studs to be 1?OOf. ' r ��� �'s 1,��• _ set all' josst:a with crown up. (' » Ca All flush fram4nq :shall be with proper arisen, "relCri" joist haog+aessr nand/+rye as detaatlea�d an ds+�a►ingrre Provide brid in at 10'-04 dent } I.�� 1 � '.•'_"`` �S3 i •*�y��` > ��� � !_ , _ , �r, t < 4}' - ;�r. �.4 `� - ` an11d blocking at all .)asst beaar) 8 -0 senators (floors) art all joists. ,fill provide: in # r•r +n J" <r � r ��� r Y I � i h ' - •� r � ) , r ,��`t..._ , r Y a � MI✓ � y J���fS _ ��,V ` '•rp3 ° '4 x'N_� . _ � ' ` � �hJ , A ` ° - � • a "• �x -,- ,.. 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