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HomeMy WebLinkAboutVail Commons Building A2.PDF i ►�— .� I._����� . , a..„ ♦'',, �...�'. 1�' I�J �I ��",�': �/I�l' �;1 ��. , i� /�I�1`',� ,�; I �� I ..—���_. � �� � �i: ,,,,.�.,a�������;:. /�;.- � _ � � E���� "�;� //\�;:. .;►�. - ,, �' •1 • �, .�' ,,,�,;,+ ���/�? r`� ' �, . .. �����; � Q ��� `'��'� �� 1....\��' ; � ♦ � :(1i1�. , �� �,. . � ,. `�- ����!� ��j�,�; ��� -� � IIL �� � ������ � , � � awu` �� r� �� �.�C�, , ' � ' � / '�- `'r'�:='' •�� i► � �/ E�,t/ �fi�,� � .w�i..-•�•+��'� �/ ' , . ���%,. . ii�.•-:': ,. ��//I�itwf' � �� �. . , z r� v���'1' ; �, �/ �i\�'' �. _ � � .• � �11�° !g.ez��s►.s�x„�u�+a�a�.s.�ssF.�,rr�u•�+—� � �:;. \ 9 ��.► �rr; i, ' //'��f��....� �� ' /.� L..'",�5+.1!:" �t 1 / i�� ► �J —� � r �� F � � - '.` � �� " .I1�� '/� ,k� I►. I �/ A ► � �, ��' � '�''�' . .i��_' - �A►� ► �� • `►-!� f►i(:� � •� - - _ � ' °- ;��� _ �, l,� ► ,�1 -;: , .,� 11, :�+:�! • � F ,�: •� ,,. .►, .:� �� �:� � ;����. � . � � r l '�i ' ....� / ' M �� ;, ��� �' � ► ��=^ �r � y ,:, , �,,x.r.:,.•,,e�l[�:-i"/'.i7SS�l1i�G'�i3�:L'.t.S_'�q ��. �� �"'i���� - � "i r `,��. , , , �fi� �1��:� ''� i ��� ���1�� � !�11�tr •� ����� ii�� � \ . .-+ �li`%,. �� ; � ,,•,•R;. �'��i: ► ! ���1�'�°. �� �, ,� � I ' : ! ,' � , / ►�� � '�I � '� ��' � QUALITY CONTROL The moisture/density curve shall be developed for the different soil types encountered in accordance with AASHTO TI80. The field compaction tests will be performed using a nuclear density method in accordance with ASTM D2922. A. Utility trench backfill under roadwav nrisms-the frequency of testing shall be a minimum of one density test every SO lineal feet of trench per lift and as directed by the Engineer. This testing shall be accomplished whether the trench is for water, sewer, gas, electric,telephone, or cable TV. B. Finished sub-grade-the frequency of testing shall be a minimum of one density test for every SO lineal feet per lane and as directed by the Engineer. Proof rolling with a loaded rubber tired dump truck will be required prior to the sub-grade being acceptable. Proof rolling shall be done after specified compaction has been � obtained. Areas found to be weak and those areas which failed shall be ripped, scarified,wetted if necessary and recompacted to the requirements for density and moisture. C, A��regate base course-one in-place density,gradation and Atterberg Limits test every 1501ineal feet per lane of aggregate base course of each compacted lift surface area and as directed by the Engineer. D. Hot Bituminous Pavement-two asphalt content and gradation tests per day's production. One in-place density test per 50 linear feet per lane per lift or three in- place density tests per day's production or whichever is greater. f:\everyone\andyV6 admin\pavement.822 '-- '��F'x -- � — .. • w,` �� ��z" ,`o-+'it; � � -�','`t"�F,�,�. . ji��' "�t • ~�F= V .. __ `�� ��i�i't' �.r��"i�al�? {i i �J \J �J / v �/ � �t=L�';:,�� . �/� 't � �—____�.- I;<� =��'� I � �,t i I � � ` � ¢ _,.^._ ��i J� . j j .L�V J..�� 3• �...v'J r L ' t I \ \ \ \ � i y, /'� � I , �f� ���\�.;X7�/V�,�:'S�_}V F } 7"'J �L �i�=i t{ ���'i � � ✓%`='a '_�;7 �-�IT ,�_�:. � .; / ^ t�� �i�t��`t'��� �Y.i ��1.�✓ + �_� �!�Lj� i � I � � � ��� ����E� � .� R «� � 8 _ �� I ' �GT,_�: , I2 - , -i` � . ` � e E i ' �� k'� ��, ��r�� r:���i �,�,;;�a�'; �,�,�. ; �;�,;�,,a ' . s,�:, ��,� ' �.�`�. � - - --=-- - � .._..._ _ ._ , -- , - .. , � � � , � "__'"�.___"" _ _ '_ " _'_ ' . _ ' � ' "_ ' ' r'_'___ _'" " ' " ' _' ' - _L-_�_—__�. _. , "_ '-__ " m'f J . 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'`-,i � ° �� � 878 WILUTS, LANE �,rS'►$'. , �'7'� G'�'� ' ' ' .�''r�.�" '�d.��,' � ���'���,(j' � '`.�' :a',t�,' � � r,R ATE _ -- • , ' �.: � 9ASALT� CCl 81621 ',,; ^, ��% ;v I , ��,, ' s�oae aesrra.��►c �/,ey/ge (970) g27-1424 �. 1�R. � MSb 17A7'E 4�'OS/'86 � ��d'� g+���' ,�(�,p', .•����,�� „ ���;,;•"�. �'�J` .�,��r'': - � � .� � . - - , � .....� '.i�..Y . � ^ , � qL ' .�: - - c : �. .. �- - � _ . � - - � � ' � � ' � , � � � ,�, �_ �-�'_ 'd�, ' � � �� 1� 4 � � -� ,PjLt,ej�--C�c� ' � � � JV 1 r , ��j� �(,v� �� � r � { ' �3 �`�� � �t � ' i i ��'c�' 6 � � � � : , s � � �� r ' ► � V �-� ` Q/�, r � � � �l,�l..� � p '� t � � � J� J� J� � J� /� � � fs � , � � G�- � �J 1 �l 1 �� �1 � � � � o E l . � w � � � o � � , �,�'� k �� `�- -�%!�<�� � . � � 1��� �'� �'� 01� �'.� G�' � �AD � � T � T � � � C�-1 p �� �1_J 9 � �1�1 ��� � � - � ' �i , ' � wu-�-��` r�-�� � , � _ _ �j � � � ��' �- u>�"5 t i'� �i�=�-,�-=----. - - � z' -�r���� �s" GO1�1T�'�GT�'�: ��Gf-�1 T��T: , � '�" �_� �--�--�.;:.. : _. _. � �� ' � "�r �� ��� � 4 __ _�_, v=° ^ �� � �'�`'^ � ��1 dY'' '' � ~ ,�"_ =•J ,,� " `i.,._ ����`''''`�� _ �t I \�� � ;y,, ":.i...*�^..^ � _�� -t�-*—� �x.t "�, t�, �/ ,�C� � � l��c�rner Develo ment5 In� . �i�tor Mark Donaldson, �r�hite�t5, i�,G . � . _ . '';� �.�� - - ' ' � _1� � ��' ��j?�-�-t ,�:�,,�� _ � � � �„ � l�-�'� � �� p . , ; � ' - �=�.:--�,� - 1, ��,.;� a ;.�,, �, V/�,� . - .�„ � . 1,�. .� � �, `� q � �O �ag l e fzoad �'.O .Box 5�00 ' � �. . � ; ��__�����- ii � ���� .����;,�r-: �_; _ ��. , , � � o - �""'- s �1 *• � "; '� � � - _ � fY c' � I i " , �� t << _.�� � '�� �►, �- V1�AJ�K� ��on, Go lorado gI C 2.0 �von, Go lorado � I C 2� _ _ - � , ��� �-r���� ' '�r � - .-T �E � r ` ~ O ci I � I'� � � ` � "i�'7,/g1..a A \ � � ;i F � ,��' ;�: 1 � - � ; ^ �' � � II(� G�O-��-� -�-�JC O ��70--���-'�J20C� � � ; � • .� ... .: ; k '�� � ��� + t It ;���'�-�z,v;� �<�`�;'� 'Y ._��� � � `� �� V _ , � .� , _ I �i �r � _ ta � � '!. S � , � , . ; _h. �-�� _ ��j -�! , i- . -�,,t;� , T• .�' �� �[! (� ,�� . � . �'a ,- , � , .. � _ _ �� ��� �� , �*'' _• � l�f � °� • ��i� �; � � _ _ j j'=�`=�_ �-��:�,�;� C � � N a s �� �� �-ru -r �,� �� � � . � � : , .. � , . ._ . .. �. _ . ��.- _ ��� � �,: ���- ��� �� � � i:.� �,�� o � o� G U L. C� ��i�� L NI�SG� � ��GH I T�GT , � � , .� o 1 'r� ' "� 2 �A ti� yr A 57 ' � < � 3�, . , ��:k � '+'� , �5�'" <'3 � O r , ..� -- 1�fonroe � i�ewe I I Land DeSia ns b � I I i5on In� . ._ . ... �� �� � . _-- - -��� � �'� � �=� -�, �-_� ��-�, ,�� ��� , ; �����, -�� . � � ,��_-; �.., o J � _ y �_ �� ��-r-��' ,=-'�{-a`,.r°-rj�- ..��f�;_� .�� '�.�� �'"�'�, � �, o �8 �a5t �-3eaver Greek Bl�d . �. O L�ox 125� �. . '` - - ' � �» --- ���� ' � � . `� � 'l.t__ 1�,^-.�.r .�"�J 4.:1_t c=2�'�'�.� `_3:."'".� •i� — • , M _._�_„--{---T""'-Y_ •�-�' _ - " � - V�'_�' ' �� � � � 6� r� 4. � � � ` �',VOn, �olorado � IC 2� I�von, Golorado g1 �20 - - - - - � __ _ � - � � � o U, G�TO-�fi�Q--1-7 C�3 ��70-�fi�{-� - I �00 - - - :�°� c> >: - - ��, � _ � � T � [� h,.,� � U � � � ��� i o��� �.o��T i oi� M�� �I G i �l I TY LOG�T i ON M�-4i� � � 1"(�T�i�'I �L. SYl"f�30�5: ��3�i���( f-�T I 0�15: C���I���L I�OT�S: i�i�DJ�GT GOI�� SUM1"(�fi�Y : �3U ( LD I 1�C-� �i�T��I �LS: D��1�I �1C� I �1D�X : A8�/ above LT Iic�lt OI Do not 5�ale drawlnc�5. OGGUpQI1Gy GIQ95IfIGQtlOf1: RODf MQtel'1Q15• - AO c:.over �eet � � - ' — A�F above Fin(ahed floor LTL Iln�l R-I: Townhouses Asphalt ngles �7 � � � -I i I=+I I=I I Earth Plywood AP QGG955 panel LVf�2 lou✓er U2 Vorify all dimenslons, condltions and utlllty locat(ot� on Golor• tumn Blend (�r�owns / c�-ays) ` � AI 8asement Floor Plan AL acavst(cal MH mcnhole thg�job Site prlor to b9g�nning a work or orderlr� R�sidentlal Floor Area: A2 �lrst Lzv�l Floor Pl�n "� ��'��q�a'-�-� ��~ �T�'`F'� { A17D addenc4.�m Ni�R maluFacture (er) an materlals Nottf Architect o�an conflicts or Unft A6: Hortzon lo d 51df f�3 5econd Lev�l Floor Plan . ?',� °'�"��' x`�'�� " y y y n9° r � .A..,. �x'� i � "i'� ADJ ad�acent MO mo�onry opening discrepc�clea In th� docvments Immedlately Basement (unflnished)+ 520.� sf 6" C annel Icp 5id1,�g A4 E;<t�r(or Elevat(ons d rZoof P�Gn �"��,�'' �'"" '�r;;;�: . f th.. �-�� � Porous �ili / Drainage -� � Ftnlsh Wood AL7 altertiat�; r�1'fL maertai F(rat Level: �38.8 sf oe: Natural f�.edwood ��I50? �5 5�ction �g Deta�i� ��,� �' �, : AL alum(num 1�IAX maclmum O� �reas oP �onfllcts or dlsu�epe.ncies must be fully 5econd Lavel: � 5F A6 5e�tlon 4 Detalla %/ "' ''� e C6�� � ARGH arc�itect (ura!) Ni�GH me,hca�lc (al) resolved wlth r�rltten approvai 'Frcm the Architect before iZ-I Total 12Q�.3 s� Vertic d Sidln� A� Wlndorv r poor 5chedvles �. ���\'�y ,� '�'.;' i. ' '! "�y�ei � ;///,%%_�//j �x ` BASMT �Q5P.R1eflt MG fY1�'�IGIt1e c�binet constructicn contirwes In those creas. 6° e hannel �cp 51GfinG� ,4Pj Interior Elovations @. ,,�,�p� � ',� . ,' � 5tane Masonry !� � 1^lood-Rr�uc�h f32C� b�arinc� MNIB menbrane �It A5: ed on both �IdeS. - '���'� BVL beveled NtE7 ma,al 04 �lan dimensions are to face of stud, �enterline of Basement (unfinlshed)• 52LG sf A2-51 I3asem�nt Framing � Fovndatlo� Plan � BIT bituminous I-1 me,er (s) atud or fqce of concrmto unleas otherwl5e noted. �Irst Level. 546.5 sf Wood Tr1m: p,2-S2 ��rst L�vel �rominy �IUn F 6�� ¢, ��° � BL� block MM mlllmeter (s) 5�ction and elevatlon dimenslons are to top of 5econd Level: 744.8 sf 4" G er Trim A,2-S3 5ecvnd L�vel �rr�m!ng Picn �`�6,�., ...�_ �"��r� 5tructural Goncrete Blocking BLK.G blocking MIN mlrtmum concrote, top oP ply�ood, or top of wall plates R-I Total 12q1.3 sf �in h t ,,._ h a.:�Jacent slding .�.2-54 f�voT Framing Pl�n �''��yn.,�, �'�� BOT bottom MIR mlror or bflams un{os5 otfi�rwise noted. 4" D r �n�i �r� Tr!m . ��� �r� � i � . BLDG butidlng h115G mlwellanaous 8" D r Yvlra s� Trlm 55X 5e�tlons , GPT cca�p�E (ed) MIJLL mull�n 05 Provlde all necessary block�ng In stud wails and Occupant Load• o I/200 sf oF unft space D o . at�,� al Redwood �5J� S�X 5ectlons 1 F Goncrate Maeonr� Unit Gypsum Board GSMT casement MAT nat�ral cellinc�s. Locatfons incl�de but are not Ifmitad A5 "7 _. 57X Secticns � 1 (c) cca�lking) caullc(!ng) NR nolse reclu�tlon to cellin� and wall-movnted fixtures, tollets, Ab 7 Wood Fascia: GL6 cQUfng NOM nonfral tollet accessorles, cabinetry, countertops, shelvea, &�Ilding A2: Lh�rplex Total 14 ix4 �d� � ( -1-� GT ceraml� tlle N north cio5et rods and fake beam5. Devc �: I Redwood �9:�0"I � E a t t Insu lq ticn M�r b le G L R c laar (ance) N I G no t in con trac t ���'" � � O O � t � GOL column NT5 no�t to SGGIB 06 � ��nota5 da�rs• refer to Ploor plans Por �r l^load �b-�a� cla� U Q N N � GONG con�rete OPG o enlng locatlons. f�Fer to Door Sched.ule for door ey. 2x8 e� .�; ,_= ' � � GNU concrete masonry unit OPP opPosl�e � D�v e rt {3eiy� 5T-G2 �- C� I � � Rigtd Ir�ulatlon Granite GOHST constructfon O�'H opposite hand 07 �c�notes wir�iov+s: refer to alevatlons for window Gonstrvction Typ�. � p� � GONT centlnuous OH ovcrhead locatlons. f2efer to W�ndow 5chedule for wlndow types. Type V Nr�n-rated Wood SvfP►t: �� A � eg- .� � � G.17 ccntrol �olnt (P) paht or 5taln b° � �4 v ti ding — p� � � _ � � GPR copper � par 08 Goordinate all et�ctrlcai c�d mechanical fixtures to Flre Keslsttan�e: De� e �vc.tural Redwood �q507 , \\ AcouStfcal Geiling Tlle G2uarry Tlle GUST custom PK paiking f►t r�lth!n celling, floor cx�*d r,all s�uces. Verlfy valth Party wall �onstruct�on wlll conform to Vc�il's � � �< ' DTL detail PVMY per�ement Archltect rihen dlvertir.c� frem �awlncjs. recommended Fire Assembly as drawn in thls Wood Decks ,�� � C� � 'Q � _ DIM dimension PLA, picstl� laminata cvnytructlon cloc�ment set 2xE R�'�►�od (,� � � �'- DR door FL pida Oq M the event that additic�nal d4tal15 org��dance (a 5t ,e n all sides. �J � � ' Gias� 711e / Pavers D'reG dra�ving PW piyvood needed by the Gontractor for GOft�tf'UGElon of �-�J Property Locatlon. �lid' r � DF �rfnking fountaln PT poht a5pect9 of thl5 project, he �hall In;medlately notlFy the Address. Wood Raliln- s, tv�r�e� � -Q � aast P5F po�nds per sc�uare foot Mchitec,t Failure to glve cmple notice shall relleve Vatl Gommona Vlllage 5e d;�- � -� � � - j ELEG alectrlc (al) p51 poirx� par scivar� Inch Architact of re5portsiollity. North Frontage Road D� oe�rt Befge: 5T-42 U �` � � StEel / Mc�tal as notod 11i11°"01'"""";'°'01"" Garpet EL elevation (s) PL prcperty Iin� Vail, Golorado • � �LEV elevator QT r���cvey tlla 10 ThF3 C,�:n�ral Gontractcr ahall be respon9��e for Wlndows: � W � � EG2 e uaf R�� referan:e SGtfSfulnc� all applfcable codfls and obtalnlnc� all See 51te Plan for dfinenslons to property Ilnes. �t � mined) � � � � EXH c��aust f��R ref^Igeratar permiEs and rec�u�rad opprovals. This pro��ct Is TQ� � � 7 EXG exlsting R�INF rehforce (d), (Int) governad �y the Uriiforn P.ulidincj Gode, 14q1 Editicn. Allowanle Floor Area• p- � A-64 A---• � ��CT axterlor f2�QD required Gode <.ompl(c�ce i5 rnandatory The Constructlon Bulld(ng �I Entry Daor: � U �OG face o� �oncr�te R.�S re�il(ent Documents shall not permlt work that does not 2x Ailowable Floor Area Por Multlple 5torle5 (to be determined) O l.,! � • FU� face of flnt5h fZEV re�l5len (cU, (inc� ccnForm to att relevant codes including U8G Finlsh. Verffy w(th Archftect �' - S�ctlon Gut Roft�rence Detail Area Reference FOM f��� or' rncasonry P.H rlght hand and all local a^d reglonai codes Hefght d Number of Stories: � _ r05 faco of studs R rlser • 5ltdln Glass Doors� Q U� Building A2: 2�'-6 Typlcai �er Untt 9 . �IN Flnish (ed) R�5 rod and shelf II 'fh� G-�ru�ral Gontractor and 5ubcontractors �hall field (to b� determfn�d) � � �� finlshed Floor clevatton R.D rooF d�aln cc�ord!nate and obta',n e�proval from the Archltect/ Tan Q � � , � O'-O" �� f'ire ext�ng�ishRr R�G roaFing Er �n�er b�efore an cuttl� rotchln or drlllin of A-B3 �DG fire de art,ment conriectlon RM roem g � y �� g g P 6ara e I7oora: � � � P any c,��t-In-�Iace concreto, steel Framing, or any oth�r �3 0 � ( � '�� Fh+G fir� h��a com�ctton RU ro�yh opening strur_turr�l �lements f•lhich mc� affect the structimal Four Panel ` � ��G Fira extingui5h�r cabin�t R/S ro�h sawn !nt�grfttj of ttte tvlld(ng. �(n(sh Verlfy wlth ,Qrchit�ct � � ( � C-levatlon fZefe.r�;nce Flevation 5ymvol ��L fir�place (5) sealant (exterior) -*r --�, �;., � � �.='°, .-°`:r ;�';� E- n o FP Fire roofin s ra �d SHTG shEathl Exterlor LI hts: `'�+� '� �-+ a c +� 9 �`°a �;W 5 P 9� �' � r'9 12 The Gontractor �hall veriFy c�ll exlstlnc� r�radps aid y �� ��.�`�r, , �;; �� r,�,. iE, y �-- -- -- -- -�-. �LG flas�hl�g 5M gheet motai (to be determined) L'� -�y �t: �� ��- ��`'' -�' ta 1� � / StaKe out tl�e butidi Foo rint for Uwner d A:rchlteGt ,.4,�„� xz�:%jl a,,�i �� € ,; i I � ! �LR floor (Inc�) 5tM slmlar one�X�oval rror to b�eq(rnlry�7 �'�J s(te work. �OtO��'�� a � ��� � � o I 1 � � . - �"1" t-' J '�7 J '^'�"� � � � . � �L� floo. .�r aln 5G 5old core � � �� � � A 2.� A-2 C� I � �T�� fcctln 5 aoith ,, •r ����, � � 9��� ��,� � � � � � � t g 13 The Gl�.rer has been advlsed that dve to harsh wfnter C,� � e,,, w, _, ,_.,. f�IvD fovndatlon SPEG ypeeifieatlon (s) � � conditlons roof and d�ck a , aces mvst bo malntalned �k , � FBO furnish�d by others � S�iQre roasor�ably froe of Ice and anow to en5ure m!nimal ���s���� �� ,�-`���� �,��ii `�, f Det.c�ll Gu� Referenco Large Area Deta(I Reference �tl� furred (inc� 5 fD strndard problems w�th thase surfaces. � ��' '�'����4'`� 4' �@� tl ��� - =C GA a e, auc�e ST stdn � °�/' GV ga�vanl�zed STL Steel 14 GG gc,neral c.vntract (cr) Sv 5tmm drain �bst(tutlons of '�c�ual" products r�lli be acceptable TOWI"I Of Vc�II Q r �� � ` � G L_ 1�5 5, f a z l 5 T� 5 t('1G CUfq I OYtI y WIfF1 Oht/1St'S IKf'IttBll Q r F?f'OVQI. Ut11 C�UB S peGIFIP/.� � � ; I� 1 2/3 1/1 9 q G �� , 9 � � O F F I C E C O P Y v �, �� � GYP BD �um boara "rEL t.ei, hon� I t e m s a r e i n t e n d�d a s q u a l l t y s p e c(f l c a t i o r� o n l y. � s H D W h a r d r i a r e N t c�t 3 v l s l c n �`` ! � 15 It i9 the Intent and mecmi of these docurr�nts that � ! _� HDR header TNR thr��hold � �' !4 �� .-,- R o v l s(o n G l o u d R e v i s i o n S y m b o l NT 6 h e a t i n c� T 3 G t o r g u e a n d g r o o v o t h e G o n t r c c t o r c.x�d e a c h S v b c o n t r a c t a r �r o v i d e a l l � � � - HVAC; he�ating/ventllating/ TS toF of slab labor, materlals, transportatlon, s�ppliea, ec�uipment, atc., ( w }�` T I p air �onditloning T5L toK of steel , to vbtaln a camptete�ob within the recognized ( E , i , ' �� P FiT hel qht TW to K of wall standards of the Industry. � �� � 4 i � -- 4 A-2, i�G nol�ow core 'fB to�el bc�r �,/ � ; � � �� G�'� HM hollow metal �TR trrnsom �� A l l b u t l d ings t o F i t w�t h�n proper t y 1 ines w i t hou t cross�ng J l,.��-�,�—� ``1 _ � � ( S � 3 HOR horizontai T tr�-zd eagements. Notify Mchftect af �y dl�crepwzc(es. - HWH hot wat�r heater �TYP ty�ical � � � -' Interior El�vatlon Rc�ference Fixed Finishes Reference INGL Inciude (d), (lon) UNO uniea5 noted otherwtse �� Mechanlcal, �Iectr►cal, w�d Pl�vnbing are DeSlgn/8uild � N ID inside diameter VB vapor barrler �Gontractor. Ganslderat(on has been taken Fcr some � == IEG tnstalled by contractor wRT verticai P reclu�rements. Not�fy Arch�tect oP csny careas � IBO Installed by owner VGT v{n�l composttlon that need to be modlfied. � R IN5 In�ulate (dj (lon) V�lG waer closet ? �� WT ►nter�or W waar proo�mg o � j o JG janitor's closet Wl^i� weded wlre fabrlc � �'"=-'�� i ; i�; KIT kltchen W we�t � � � ! �,� LAM laminate (d) W wicth, wideE � � . �; LAV lavator y YyDW win�owp � ? s � li , �; LH IeFE hand Y�O without � �" L leng t h W D wo�d � 0 ; (, � � � 4 � ,` i _, 1`i 1 � � €� � 1. 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Location Floor Finiah W�II Fini�h Calling Fin(mh � - --- - - -- , A BaeEmEnt �511der 6�36 !8'-0' x 3'-�0' Egr�ae A BAOErnant ISlid�r C��36 I 5'-m' x 3'-C�' ; Egrass door siz� unl�ss ot��rwis� noted. �araga ; Goncrete Patnt Pa1nt V) I - - - - - ------------------ ---- ----- ------ ---+- -- -- ---- - - ---- -- - - --- ----- ---- - --- -- ------ ------ -1.,--- -�-------------- -- -----°-----------------°----—----- ------ --•- ------ - ----------------- r , a _ ----- -----------�--- ------ ----.- -- -------�--- ._.----- -------°- °-------------------------------- --------------------------------��_----------- � � � ' D2 Gontractor to provide hardwar� ae li9t�d In achrdul�. � ; p � } --------, 8 Livtn �Slidin Door '1280 6'-0' x �C'-8' B , Llvin glldtn Door '128� ; 6'-m' x 6'-S' I BascmEnt Goncrate lJnfiniahrd Unfin�el�d � � � g g :._ __ _�_ ._ � g _ � _ _ ._________ ____ _ _ _ _________ __ If dtscrEpancy or tncompletton is found, notify Archit�ct. ; - ( I ,� , -- ------- - - ---------- - - -------- �- - -- - ---. . ----- ------- - -- �- - --- - ---- ----- -�---------------- (-------------- ----------- '' N -G--r - � -- - -- -- -----— ---____------- , - ---- ----------�--------- ------------------------ -----�--------I w i � a � 3�6�-2 ' C�'-�' x 5'-0' ' C Dinin iPr. SIe le-Nun 3�oC�0-2 � 6'-rd' x 5'-0' � 03 Gontrr�etor to ver(P all doors to b� cut to fit. IF not � '�' ' pining �t�r. 5rngi�-Nur�9 � : , 9 9 9 y Entry ' Tl le t�atnt ( Paint Q w � F : � i ---•----- ----- --�------ --- -------�- - ------- - --- -- --- -- ------ - - -- - ------ ---- _- -•-- - ------------ ----- -------- -- ------- � --.- --- --- -------- --- d�signated in schedule, not(fy ArchTtect. ---- - -------------------,--------------------- --------------- ----- ------------------------------ p . - �- —�-- ---.-- ------- - � � � � � 1 -- ---.- -- - : i ; �_ � �_ � � � � ,� � � � , . ` D B�.droom �i i Pr. Sin i�-Hun 3�06�-2 F� -m x 5 -@ ; E r�a� D ; Bedroom °i Pr. 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Z � � � � � rn c� � � Ul�l I TS �� �,S ��Ot.Ui�l UN I T5 �,� �45 SNOUJ1�l UN I�"S ,4� ,45 SNOIJ�JI�I tn . ��` , ? . � Ui�l I�' ,�5 OPPOS I TE N,�i�D Ui�(T �5 OPP05 f TE �l,4ND UN I T �4� OP�05(T� 4��ND �j � � � 4 � � � � f - � � ; ► � , � 1 � J �� I�� � ! ;k � � o.. � ,t, s � � � . , ����� � � � � I l � � � � � ��; �i ii�-o i�a° , ii�-o i/8�� � � � � � � E , o = � � � � � . , 2��� 3,_��� � 3�_��� 3�_6�� . �_��� 2�„ 3�_O�� � ��_q�� 2�_6�� ��_6�� � 2�_0�� = v O �I � l + d � , i ! � Q � EC � � - � r � � � � 0 0 0 .. ; � � � -' — _ - � C) �� { � ! i � � � � � � � m � � 13m / 183 3�E �9 � � � -� u3 18 � UJ 618 Wd 18. � _� �D / /k _i m � ..', ' � � � � ( _ � N _ � , •�,.p ` i _ � ' � �, ' � � O = � � .._.. � � I \ � � � -`�. � ' � E � , � {� --------- -- ------- ---�.._ f = � � � I � _ � u � � _. _ .. � B2 54 ; � Q @ •� , I O _ �� 0 L—] � � _ �. c.� � ,� � i � �� _� o � o � m -' B � s 3� � Dw B�� a� � e� � E m > � � � � � � m � ..� " � � � � � i 1 — — � � � � � � �� �� „ , „ � � �, , ,� � � � 1 � I _ 2� 3'-O 3 -O 2 -O I -6 , � � ` � � _; � � � � tf _� �� � � E I � � �f �"C��N ��5� � !� � �,��" I 01�1 2 �G f �"G��1�1 l,lJ���" � !�� �,�� f �1� ��} ► ' � � � / ° = 1'-¢�' AS SGALE: 3/S' = i'-�D" �� l' ` r-� A8 SCAL�= 3 S Q �� � rj � J � � � � r� . i ;�, Ui�l I Tv ,4� ,4S SN�OUfiI . Ui�l f T5 ,4� �S SNOl,U1�l k � � UN I T ,45 OPP051 T� ��l�ll� _._.. � o ` � � � � UN I T .45 C�PPO�I T� #-��NI� 4 � � I I �� i� � ` c� � - ` ¢ O W � 1 L-i i� . rj ���-�''"�� %�, . f� � w � O� J� - , � ° � ���i_I� �L _ \ . � � PI ER FOOTI NC� SGHEDULE � � , N � SIZE OF FOOTING REINFORGEMENT 44�-ii i/2�� � N � z 2'-6"X2'-6"XIO" (3)-#5 EAGH WAY � 22'-5" 22'-6 I/2" V,j N � 3'-O"X3'-O"XI'-O" (3)-#� EAGFi W.4Y F- � a w 3'-6"X3'-6"XI'-O" (5)-#5 EfaGhi WAY � � I 4'-O"X4'-O"XI'-O" (6)-#5 EAGH WAY 4'-6"X4'-6"X I'-4" 4'-6"X4'-6"XI'-4" (7)-#S EAGF-I WAY PIER FOOTING 4 3'-6"X3'-6"XI'-O" � � FOOTING WITH (4)-#5 T'-O"X�'-O"X2'-O" (�i)-s�6 E.hGH WAY Q�'-�O" WALL WALL 57X EAGFi WP.Y T.O. PIERr - — — — STEP STEP � � NOTES: I I r � � m i. fy�6o,o0o Qsi � L — [103�-4 ii2��] - - - - - - �io��-8 ii�"7 - - -� I � m 2. fc=3,000 P51 �. ALL FOOTINGS SHALL BE.4R ON �� � '' ' � � � UNDISTURBED NAIURAL SOILS. Q���PU � i i — — — — — — — — — — — — — — — (q8'-8 V2") — — L J � � q � ��`� S�X — � � 4 Q � � � � i � 2'-O"X2'-O" � I I I 3X .. WALL WP.LL �X � � O a � � U PIER S� STEP STEP � a � � � � I I � � - - - - Go3�_4 v�°] Uo7�-8 v�°7 , W � % - - - - - - - - - - - - - - - - - r � � - 4'-3 I/2" 6'-4 I/4" 6" SLAB-ON-GRADE � � :j � � V �' .° W I TH #� AT I'-O" � r II # � i OF SLP�BY Ir! GENTER i r - - - - - - - - - - - - - - - - - - - - - - - - - - � I � �y O` , a` - � � _ .� � � I �j `� o � � �m I I � � � � � � � �� � X= � I -8 I/2 ( � � Q � � � - � � � 3'-O" X 3'-O" X 10" 4" SLAB-ON-GRADE � o 3 (� � �- FOOTING WITH (3)-#5 WITH 6X6 W2.IXW2.1 � o° EAGFi WRY I -O I/2" W.W.F. o ^ I I ry�Q qG'-O" I ,� � I 35X � � ` (�`� � � xFZ--= � T.O. PIER � _ � � � � � � �0� r , B I I I � � � � � ° � I � ryo� I _ I I � � � � �- r� � s-rx � �� � I [�, �. > � � I I _ � 1 � I �� 6'-4 I/4" 4'-3 I/2° � �^ � � rn _ � � I � 2 L - - - J 3'_6�� X 3�_6�� I �p 3'-6"X3'-6"XI'-O" � 4 �./ 1 O � i �- ° � � o � I I �— jn PIEi2 FOOTING � FOOTING WITH (4)-#5 i � m I I � r!-_-=: { 5�X � I I`-' EAGH WAY Io TYPIG,�L � 2 �t, , -• ° I I ( ' 8 ~ � � � � 55X � � � '�t S7X J L i � I TYpIGAL � I 5"1 X — � i,� � — _[I07'-8 I/�"� — � I r — — — -� � � � I � Q � � � ' �� � � � - -- � VI � � � � aQry � a � — — - - - - - -� ,� � �-I ( � � T.O. PIER�� r 10'7'-8 I/4" L �� J 5 I - - - J ►n I r I � � - � G�f-10 � � ;� � = 55X � I I T.O. PIER I � T.O.SLAB I ;� I ry q - 1h r- —�— � �1� I (�V � - �i � � � �'-O" X 2'-O" PIER �� �, � N � � � � I � io ;i � 5�x 3�-o°x3�-o��xio�� �- � a�� � � m � `� I I � �� I r Foorir�� wir�+ I r � I I � �1 � (3)-#5 EAGH WAY - - J �� � � - � � qa'-6" I ;i �ti - - - - - - - - - - - - `' I '-' � 3 � � T.0.5L.°�B i � " i --� - - - - — - - - - - � � � I - 5"iX � � � 4 SLP.B-ON-GRADE � -1 - 2'-6"X2'-6"XIO" � WITH 6X6 1^l�.IXW�.I � 10'1'-8 I/4" I FOOTING W1TH � � ` '��������� � � 4'-6" X 4'-6" X I'-4" � 0 � LD `��i � W.W.F. � � I i � � . �l' . PIER FODTING I (3)-#5 E�GI-f WAY� e T �(j�i � � �` • Fp°�'P��i � � I TO.SLAB � � N � � :a m°�: �s a-r�-io„ I I � � � � � � - I � • : FOOTING � � o - T.o. PIERr � � � b I � W I � STEp � I � 6 e • � �- � � � � . I I s-rx � 0 I p I � L - - - - - -� � � t� � � � I � �X I'-4" � ; ,�) r e° '� : I I � ry — - ^� � I � . ,e� � >�: i T �� G � � � � r — — — -� ( - 8 � f�V� � G4'-6" I TYPICAL m � ' � ,�,����1����. ''. � . I I — I — � L —J I ( � I � 55X I I I'-8 I/�" � �I � T.O.SLAB I I � - - - 4 � I I � 6I I I I � � I— — J � � I'-O I/2�� �..I � � I �'-O"X�'-O" F'IER _ 55X � I 3'-6"X3'-6"XI'-D" � � ' 2 ��2�� �OOTING WITH (4)-#5 � � '� 102'-O I/4" � I Wf'.LL , , I I �AGi-! WAY I i J I � T.O. PIER I STEP 107-4 1/4 � i ( � N � � i � J L � � -I 4" SLAB-ON-GRADE I � _ J U � � O .� I - - - - T.0.5LAB- J I WIW F6x6 1^LZ.IXW2.1 I � I r - - - - - - • O `N `N I I I � � � r p � w I I 3'-6" X 3'-6" � - - - - - - - - - � � � � I 4 �j ,-��, ^ I- � � PIER FOOTING [IO6'-8 I/4"] � _ � � (ios'-4 I/4°) - - - -� 1�03'-8 i/4��) L � � J I � s�x � � �� z �t � \� , 1 't SO OTING � y,�qLL I I FOOTING � r - - - � L J � C� O Q 0 WALL � 2 -O" X 2 -O P I E R S T E i� 2 � ST�P S T E P 2 _ U Z � �'- `fl 5�X 55X � � IOT'-4 I/4" I �x � 3/4" 0 , W Z � � _ r.o.s��B— — — I � � ~ Z � - - � s�x = � �- - - - - - - - - - - - - J � [106'-8 I/4"] (103' 4 I/4") U ' (103'-8 �/4") � a W � � WALL � ` �. � STEP z U 5�X O W F- 6'-II" 3'-6" I�'-I I/�" 12'-O" 3'-6" 6'-II" (n - _ � U 4-Q-�-i i i��" J Q Q Z O � O�1�1 � � � f 01�1 �� �1�! ° 1�1�1 ( � � � � _ � � � � �,4�� - ��-o�� a � FOUND,4T 101�1 1�10TE 5: I. DATUM ELEVRTION 100'-O" EQUALS AGTU.°�L 'IG-15'-G �/4". � � 2. [XXX'-X"] INDIG.°.TES TOP OF FOUNDP.TION WJ�LL ELEVATION. �- ' 3. (XXX'-X") It�IDIGATES TOP OF FOOTIt�IG ELE�/ATIDN. U 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IlV � SOILS REPORT. 5. GONTRAGTOR SHALL PL�GE (3)-#5 VERTIGALI_Y FULL HEIGFiT OF WALL AT HIGH 51DE OF ALL WALL 5TEP5 HIGhtER THAN 4'-O" IN ADDITION TO WALL R�INFOi�GEMENT SHOYVN OTHERI^11SE. 6. ALL FOOTINGS IN GRAWL SPAGES ShiALL BE BAGK FILLED WITH � GOMP�GTED STRUGTURaL FILL TO THE TOf' OF �ODTING MINIMUM CJCJ UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON SEGTIONS. � � ?. FLOOR ELE�/ATIONS SHOWIV A�E AT TOP OF SLAB OR RT TOP OF � ��,(] � PLYWODD FLOOR SHEATHING. � < O I m 8. FOOTING ELE�/ATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE �i LOWEf2ED I7UE TO 501L GONDITIONS. �/ERIFY GHA1�lC�ES WITFi STRUGTUiZAL M O I � � ENGIh1EER. 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' �i i 'L �i v onaa�,-' ' � u>��^ . oi � i '��i i-' ' �Oo�'o v°o.� -,°°���%�_� o�i i i I � i i ei i3 �riieii i I` ._ _ _. ! •i -�� ���i �j � ��- � ' f� I \_ �/ � II1=1 I1=1 I F-' � I I I I I G "# 71 :�i7�7 1' 1 I 1 �' ' �.. � 1 I' t b p ° YiT�' 7 1 ' ' EXTE2102 STUD � , l�JALL I.JiTH SHEATHING GENE2AL NOTES FL002 SHEATHING � FL002 � 1. LIVE LOADS USE� IN DESIGN: G. LA�IINATED 6EAMS FL002 JOISTS �SNEATHING N i. �LL LAMINATED MEM6E2S SHALL BE FA821GATED OF DOUGLAS F12 LA2CH AT 12 2E: PLAN A. 200F 80 PSF PE2GENT MOISTU2E GONTENT IN AGG02�ANGE WITH WGLID, ALL SIZES SHOi.�lN A2E ��_�,• FL002 JOISTS � 6, TYPIGAL FLOOI2 40 PSF 2. LAMNATED MEMBE2 SHALL 6E DETAILED AND FA�2ICATED IN AGG02DANGE WITH THE - 2E: PLAN ^ STAN�A2D SPEGIFIGATIONS F02 THE DESIGN AND F�A621GATI�N OF ST2UGTU2A1_ C. WIND GLUE LAMINATED TIM6E2, LATEST EDITION AS PU6LISHED 8Y AITC. 1. E'aASIC WIND SPEED 80 MPH '.�. P20VI�E UNITS GONF02MING TO AITC 117, 2ZFV8. D.F. F02 GONTINUOUS �Z � i i ; -- Z. EXPOSU2E 6 MEMBE2S AND GANTILEVE2S ANO 24FV3 F02 SiNPLE SUPP02T MEM�E2S. 20 F -- i i I� � MEM0E2S SHALL 6E DESIGNED I.JITH ZE20 GAM8E2 WITH TOP SU2FAGE SH ATHING �� I I I I I O D. EA2THQUAKE ZONE 1 G L EA 2 L Y ST A M P E D O N E A C H M E M�E 1 2. �'. 20 F JOISTS .= 2. NON-ST2UGTU2AL ELEMENTS= D. PLY�.100D t�EGK AND/Of2 WAFE260A2D 2E- PLAN � � '- �j V'1 t. F A N E L T H I G K N E S S S H A L L 0 E A S S HO W N O N T HE D 2AWING. A P PLICATION � � �_ F- j A. ELEMENTS SUGH AS PJON-�EA21NG PA2TITIONS. ETG. ATTACHE� TO AND/02 SUPP02T�D SHALL P E IN AGG02�ANCE LJITH 2EGOMMENDATIONS OF THE AME2IGAN VE25A-LAM BEAM �L GKING i \ � � P Y T H E S T 2 U C T L J 2 E S H A I_I_ T A K E I N T O A G G O U N T D E F L E G T I O N S A N D O T H E 2 r a T 2 U G T U 2 A L P L Y W O O D A S S O G I A T I O N. � 2 E: P L A N MOVEMENTS. 2. EAGH PANEL SHALL BE IDENTIFIED LJITH THE G2ADE-T2ADEMA2K OF � � 6LOGKING THE AME2IGAN PLYLJOOD ASSOGIATION AND SHALL MEET THE 12 E Q UII2 EM ENT S SIMP SON L.SU 3. FOUN�ATIONS: OF U.S. P20DUGTS STANDA2� PSI, LATEST EDITION F02 PLYl,J00�. ALL \ / HANGE2S PANELS WHIGH HAVE ANY EDGE 02 SU2FAGE PE2MANENTL_Y EXPOSED TO A. MAXIMUM SOIL DESIGN P2ESSU2E 3000 PSF THE I.JEATHE2 SHALL �E OF THE EXTEI2102 TYPE. / � 6. GONT2AGT02 TO FOLLOI.J ALL 2EGOMMENDATIONS IN SOILS 2EPOf2T NO. GS-1�43 3 ��ALO��PANEL EDGES t AND ATU OD ALONOO21NTE2MEDIATE SUPPp2TS.4, �•G. / � �\ 6Y GTL/THOMPSON, ING. DATED q/13/95. 4. �02 200F USE S/8" (40/20 SPAN 2ATING) EXPOSU2E � SHEATHING NAILEO AT 4'� ZXG AT 1'-4" O.G. ALONG PANEL EDCES AN� AT 12'� ALONG INTE2MEOIATE SUPP02TS. 6EA21NG I.JALL G. ALL FOOTING C'�EA�ING ELEVATIONS SHOI.JN A2E ASStJME.D. EXAGT 8EA21NG S. EXTE2102 WALLS SHALL HAVE ONE LAYE2 OF t/2'� EXPOSU2E I SHEATHING ELEVATIONS SHALL 6E VE2IFIED IN THE FIELD I.JITH AGTUAL GONDITIONS BY NAILED AT �'� O.G. ALONG PANEL_ EDGES. �-� '�� GONT2AGT02 WITH APP20VAL OF SOILS ENGINEE2 AN� ALL 60TTOM OF Ca. ��APH2AGM SHEATHING SHALL 6E THE THIGKNESS SHOWN ON PLANS I.JITH THE FAGE FOOTINGS SHALL DE A, MINIMUM OF 48' BEL�I-J EXTE2102 G2A�E. G2AIN PE2PENDIGULA2 TO SUPP02T5 L.IITH END JOINTS STAGGE2ED. \ � 7. NSTALL SUITABLE EDGE SUPP02T �Y USE OF PLYGLIPS. TONGUE AND � D. ALL F�OTINGS A2E TO 8E PLAGE� ON FI2M, UN�ISTU2BED, NATU(2AL SOIL G200VE PANELS 02 SOLID WOOD OLOGKING BETWEEN SUPP�2TS. � 02 P2�PE2LY GOMPACTED OAGKFILL. APP20VED 6Y THE SOILS ENGINEE2_ � 6ACKFILI_ SHALL 6E GOMPACTED TO 9S% (MINIMUM) STANDA2D P20CT02 E. P2EFA621GATED WOOD MEM6E2S SHALL �E THE TYPE NOTED ON THE D2AI.JINC`'a �� � DENSITY UNLESS OTHE2l.JISE 2EGOMMENDED IN THE SOIL_S 2EP02T. IF SO�T AND SHALL BE "BGI-JOIST" AS MANUFACTU2ED BY BOISE GASGADE G02P02ATION. _� ��� '^"�'I /�'�I � ���� o� � � � SPOTS A2E ENGOUNTE2ED 2EMOVE SOIL AND 2ECOMPAGT I.JITH APP20VE� AI_T=2NATE5 SHALL 6E 2EVIEWED 6Y THE ENGINEE2. LJEB 6LOCKING AND �r � � ° FILL. (2E: SOIL 2EP02T F02 DESG2IPTION OF P�EA2ING SOIL.) 821D:aING TO BE AS 2EQUI2ED �Y THE JOIST MANUFACTIJ2E2. \ I � � N T PLA KFI A AIN T A NT NTI T `-FASGIA 3/4" = 1'-O �/4" = 1'-O � E. DO O GE P�AC LL G S � SEME I.JALLS U L ALL A TAGHED FL�02S G. P2GUIDE B2IDGING PE2 MANUFAGTU2E2'S 2EGOMMENDATIONS UNLESS OTHE2I.JISE 2E• A2CH. � � � � � A2E IN PLAGE. NOT=� ON ST2.UGTU2AL D2AWINGS, WOOD T2lJSSES SHALL 0E DESIGNED TO FULFILL ST2ESS 2EQUI2EMENTS AN�/02 LOADS NOTED ON D2AI.JINGS. SHOP D2AI.JINGS HEADE2 ' 2E: PLAN �-FL002 �-� s ) F. GENTE2 ALL FOOTINGS UNDE2 I�JALLS. GOLUMNS 02 G(21D LINES UNLESS OTNE2LJISE SHALl� INGLIJOE CALCIJLATiONS AN� �EA2 THE STAMP OP A 2EGISTE2E0 ENGINEE2. 2E� f'LAN / SHEATHING � � NOTED ON PLANS. _ . H. LAMNATED VENEE2 LUMBE2 MEM�E2S SNALL HAVE THE FOLLOWINC ST2ESS �/ � � � a G. GONT2AGT02 TO P20VIDE. AT HIS EXPENSE, FIELD DENSITY TEST� ON GOMPAGTED FILL GAPp.GITIES: Fb = 2800 PSI, E = Z.000.000 PSI, Fc = 7S0 PSI, Fv = 285 PSI. �UILT UP MEM6E25 Q ` UNf�E2 FOOTINGS AND INTE(ZI02 SLABS-ON-G2ADE. A MINIMUr', OF 2 2E►'2ESENTATIVE SHALL BE GONNEGTED IN AGG021�ANGE I.JITH MANI�ACTU2E2S 2ECOMMENDATIONS. � W � � TESTS SNALL 0E TAKEN F02 EAGH FOOTING AND SLAB-ON-G2ADE_ GOI�T2AGT02 SHALL HAVE THE OPTION OF IJSiNG 3 1/Z'� 02 S 1/4'� WIpE MEM�E2S. � � � � °- H. NOTIFY SOILS EN�INEE2 I.JNEN EXGAVATION IS GOMPLETE� SO THAT CONDI- � ' ;;��� �°� � TIONS MAY �E INSPEGTED P2102 TO PLAGEMENT OF ANY FILL 02 GONG2ETE_ q- GENE2AL: �j' ' � "`�' � �,.�.,� O ,� tz 'll�'�'�'�� � � � � � 4. GONG2ETE: A. ENCNEE2'S AGGEPTANCE MUST BE SEGUPED F02 ALL ST2UCTU2AL SUBSTITUTIONS. ��i'!� r; �. VE2FY ALL OPENINGS TH2OUGH FL002S, 200F AN� I.JALLS l..lITH MECHANIGAL AND � I� ( o � � A. ALL CA aT-IN-PLAGE GO�IC2ETE SNALL 8E MADE WITH TYf'E I POf2TLAND ELEGT2ICAL CONT2AGT02S. VE2IFIGATION OF LOGATIUNS. SIZES, LINTELS. AND � � � � ° GEMENT. STONE AGG2EGATE AND SHALL DEVELOP 3000 PSI GOM('f2ESSIVE � 200F SHEATHING --, � 1 � v � 2EQJI2E� CONNEGTIONS A2E CONT2AGT02 S GOMPLETE 2ESPONSI�ILITY. � , � � _ ST2ENGTH IN ZF1 OAYS. � '�� ` FL002 JOISTS V d � � h� � C_ P2GVIDE ALL EMBEDVED ITEMS IN ST2UCTU2E AS NOTED ON A2GHITEGTU2AL, P2EFA�2IGATED t-,1E6 PAGIC 6, THE MODULES OF ELASTIGITY OF ALL CONC2ETE SHALL EXGEED (.Jc1.S 33 f'c � � � PE: PLAN � M � o � MEG-IANIGAL, ELEGT2IGAL, AND ST2UGTU2AL D2Al..IINCS. MISGELLANEOUS 200F T2USS _� �_ ��•�� (02 57,000 f'c NO2MAL l.-JEIGHT CONG2ETE . EM�_DDED ITEMS AND ANGH02 �OLTS SHALL 0E FU2NISHED BY STEEL SIrPPLIE2 2E: PLAN \ �% �/E2SA-LAM BEAM SIMf'SON !U � E.y � � AND INSTALLED BY CONC2ETE GONT2AGT02. STEEL SHALL FULFILL ASTM A3�. 2E: PLAN HANCE2S G. GONT2ACT02 MAY POU2 SLA6S-ON-G2ADE GONTINUOUS AN� T20WELGUT JOINTS. r� T � � g JOINTS SNALL 8E SI'AGED 10 FEET AN� CUT 1" �EEP X 1/8�� WIDE WITHIN D. P20✓I�E ASPHALTIC MASTIG-COATING ON ALL �TEEL AND WOOD EXPOSED TO TNE / i� �rr�l �,� � L 12 HOU2S AFTE2 P�U21NG. GA22Y ALL SLAB 2EINF02GEMENT TH2OUGH JOINT_ EA2fH. �� � � � �. SLA�S, TOPPING�, FOOTINGS. �EAMS AND WALLS SHALL NpT HAVE JOINTS IN E. SLJB�IIT SHOP AND E2EGTION D2AWINGS TO ENGINEE2 F02 2EVIEW OF ALL. � � � ,� A H021ZONTAL PLANE. ANY STOP IN CONG2ETE W02K MUST BE MADE AT THI2D ST2UGTU2AL STEEL. THE MANUFACTU2ING 02 FA621GATION OF ANY ITEMS i � UN�LES�O HE2l..IISE SHOI,JNC AI_�LUGONSTD UCTIONH�OINT�S SHA LH E� AS DETAILED 02 AS P210Z TO I.J2ITTEN 2EVIEW OF SHOI' D2AI.JINGS WII_L BE ENTI2ELY AT THE 215K FASCIA - � � �� '� 2EVIEWED 8Y THE ENGINEE2. OF i"HE GONT2AGT02. 2E: A2CH. ���/ T I o� � � � E. ALL GONG2ETE 1.J02K AND 2EINF02GEMEhJT DETAILING SHALL 6E IN AGG02DANGE I.JiTH F. WA-fE2P200FING. VAP02 8A221E2S. ETG.. SHALL BE AS SHOI.JN SIMPSON HD2.5 3/4" = t'-O � � � AGI 6UILDING GODE �18 LATEST EDITION. UNLESS NOTED OTHE2I.JISE ALL EXPOSED ON �HE A2GHITECTU2AL Dt2Al.JINGS AND AS INDICATED IN THE SPEGIFIGATIONS. GL.IP EAGH J�IST � E�GES OF GONG2ETE W02K SHALL HAVE 1/2 INGH GHAMFE2. USE STANDAf�D HOOKS G. ALL DIMENSIONS ON ST2UCTU2AL D2AWINGS SHALL 6E GHEGKE� AGAINST FIELD / FL002 - ON DOWELS UNLES�a OTHE2I�JISE NOTED. A2G-IITECTU2AL DPAI.JINGS. EXTE12102 STIJD 1 SHEATHING � S. 2EINF02GEMENT: I.JALL WITH SHEATHING FL002 JOISTS � A. ALL 2EINF02GING SHALL 6E HICN-STf2ENCTH DEF02MED PA2S GONF02MINC TO 2E: I'LAN ASTM G2ADE �15, G2AOE �O EXGEPT TIES, STI22UPS AN� PLATE ANGH025 I.JHIGH SHALL BE DEF02MED 6A2S, ASTM DESIGNATION A�15, G2ADE 40. 6. I,JEL�ED 1.J12E FAB21C SHALL CONF02M TO ASTM AI85 AND SHALL BE LAPPED �� /' �'"�'I�� ^"J - ONE FULL MESH AT SIDE ANO END SPLIGES AND WI2E� TOCETHE2. v � � I� i' ; G. 2EINF02GEMENT P20TEGTION: 3/4 � �_p IIj,I Ij 1. CONG2ETE I'OU2ED AGAINST EA2TH 3° � 2X8 AT 2'-O" '���I 2. GONC2ETE f'OU2ED IN F02M5 (EXPOSED TO WEATNE2 02 EA2TH) 2 �-LA�DE2�2AMINC 3. GOLUMNS AND PEAMS (TIE BA2S) 1-1/2'� WITH SIMPSON U � / 4. SLAOS AND I.JALLS (NOT EXPOSED TO I�JEATHE2) 3/4" / HANGE2 / / �` ��"""f�r�,�� 200F SHEATHING / ` �i � � •• ���' D. NO SPLIGES OF 2EINF02GEMENT SHALL 6E MADE EXGEPT AS DETAlLED 02 -G12�ER T2USS l.JEB PAGK :� .!� ER Q•�''., AUTH021ZED 6Y THE ST2UGTU2AL ENGINEE2. LAP SPL.IGES, I.JHE2E PE2MITTED, i . O; , SHALL �E A MINIMUM OF 3� 6A2 DIAMETE2S UNLESS OTHE2WISE NOTED. MAKE � / I VE2SA-LAM �EAM ` ' �• s ALL 6A2S GONTINUOUS A20UND G02NE2S. 2E: PLAN : ` E. PLAGE TWO #S (PE2 8�� THIGKNESS) I,JITH 2'-O P20JECTION A20UND ALL o � e � OPENINGS IN GONG2ETE WALLS, SLABS, AND BEAMS. ALSO P20VIDE TWO � 4. �s. : #S X 4'-O �IAGONALLY AT EAGH CO2NE2. ' � � o � •:>` `; O" ��,�Te� * Q,�� F. GONTINUOUS TOP AN� 80TTOM �A2S IN I,JALLS AND BEAMS SHALL BE / �� �I i ' ��',;c F- C LO���•`�� SPLIGE� AS FOLLOLJS: TOP BA2S AT MIDSPAN, 60TTOM �A2S OVE(2 SUPP02TS. F3LOCKING --� 3/4" = 1'-O ��� �"'�" �'�� -- G. P120VIDE ALL AGGE55021ES NEGESSA2Y TO SUPP02T KEfNF02GiNG AT !'OSI- TIONS SHOI.JN ON THE PLANS. ALL 2EiNF02GEMENT TO 6E HELD SECU2El_Y EXTE2102 STUD -OVE2FPAMING IN P20PE2 POSITION IN ACG02DANCE I.JITH ACI 318-77. LJALL. I..11TN STUC� WALf_ SNEATHING G. ST2IJGTU2AL STEEL: EXTE210FZ STUD-� A. ALL STf2UGTU2AL STEEL SHALL GONF�02M TO ASTM SPEGIFIGATIONS A3� EXGEPT t-JALL I..11TH � SHEATHING O tn PIPE GOLUMNS WHICH SHALL GONF02M TO ASTM A53 AN� TU6E GOLUMNS TO \ ASTM ASOO, GI2ADE 6. LATEST EDITIONS. ANGH02 BOLTS SHALL 6E A307 STEEL. AND � N N MISGELLANEOUS EM6EDDED ITEMS SHALL BE A3� STEEL. � 2E: PLAN U O t� lf? 6. ST2UCTU2AL STEEL SHALL BE �ETAILED AND FA821CATEO IN AGG02OANGE / �-FLc�02 SNEATHING ' W � � I,JITH I_ATEST P20VISIONS OF AISG "MANUAL OF STEEL GONST2UGTION." /� / � � �, � G. UNLESS OTHEI2WISE NOTE�, USE STANDA2D F2AME BEAM SHEA2 GONNECTIONS / � „ ? M � WITH STEEL. BOLTS 02 WELDED EQUIVALENT. SEI_EGT GONNEGTION AT EAGH S P L I G E T O S U f'P 0 2 T G O% T H E T O T A L U N I F 0 2 M L O A� G A P A G I T Y F 0 2 E A G H G-I V E N 6EAM AND SPAN. - �LOCKING � (n � � � -o D. MINIMUM I.�IELDS TO BE AISC AND/02 ALJS E3UT NOT LESS THAN 3/1�° GONTINUOUS � I" Z °N FIL_LET UNLESS OTHE2l.JISE NOTED. U Z �� E. ALL I.-.lELDE2S SHALL HAVE EVI�ENGE OF PASSING THE AME2IGAN I,JELDING \`._ � Z °D� HEADE2 6EAN1 P2EFA621CATE.D ° SOGIETY STANDA2D QUALIFICATIONS TESTS AS DETAILED IN Al-JS Di.t. 2E: PL.AN T2tJSS � �- � m v 7. N O N-S N 2 1 N K G 2 0 U T: 2E: PLAN (HANGE2S �- _ � m `o FL002 JOISTS �_ ��� �I ^� � 6Y MAN UFAG T U 2E 2) 2E: PLAN • U o A. NON-SH21NK G20UT SHALL �E P20VIDED AS FOLLOI,JS= �1 U W N > � , 1. BETWEEN STEEL COLUMN �ASES AND FOc7TiNGS. , � � v o 3/4` = 1'-O .� � m m > 8. WOO�: , F- � m Q • A. ALL F2AMING AND "t'2lJSS LUM6E2 SHALL 6E D2Y DOUGLAS FI2, LA2GH, G2ADED BY � W � v o WESTE2N WOOD P20DUGTS ASSOCIATION AND GONF02MING TO UNIF02M �UILDING �-- o W'� GODE AS FOLLOI.JS: O - 'n 2 � � � x Z" THIGK - 4" WIDE STUD fb = 800 ps� � � in o m° � 2" THICK - �'� � I.JIDE2 NO. 2 fb = 1Z50 psi r o � a 3" THIGK - G" I,JIDE2 NO. 1 fb = 1350 ps� ��L/ T i N 4 � NOTE� ALL�I.�lABLE ST2ESSE5 A2E MINIMUMS ANC� F02 NpN2El'ETITIVE USES P2102 TO ALLOI.JABLE ST2ESS ING2EASES. ��°'� Q �� ---INTE21012 8EA2itJG 3/4 = 1'-O � 0. P20VIDE 1 X 4 G205S 621DGING NOT OVE2 8' ON CENTE(�' FOi2 ALL WOOD JOISTS AND 2X STUD WALL O SOLID BLOCKING �ETI.JEEN JOISTS AT ALt_ SUF'P02TS. f=ASTEN ALl_ LJOOO MEM6E2S INTE2;O12 8EA21NG I�.IITH GOMMON NAILS AGCO2�ING TO THE UBG SCHEDUI_E UNLESS OTHE2L.lISE �dOTED. 6LOCKING �- STLJ� !..JALL. 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