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HomeMy WebLinkAboutVail Meadows Filing 1 Lot 22.PDF NC1 TE.• L Q T f�QES NO T CL OSE MA THEMA TICALL Y C�IV FINAL PLA T � J � � � • � � � � � � T � ��N Q �VE � Fp �� , � D h �� G ' � � �� • '55"� 3�.0 --`.�..,. 1 � 831`� �� � `� ' � F'�IUNIJ 5/8" REB.�R W/PLAS77C CAP � '�J' � � L.S. .�2662fi L �,��.'�;� �� R � �� � �� � � � -° 3"E °' cor����� � N��+'�p � a p��v�wA �, �8•� `•" ° � FALL FDIVp � � ��' � � ;� 5.2fJ' �?Q' �'ca �� � � • t� rn �� � 39•�� ?, LC?T' .22--A � c� � (�. , �,�:�2 ��� pECK � �, �,, � `�..�► �� N � F�. � v � " �a « ��, .� , 2n rs� ,� �� � ��, � -r.a. . �� 0 2.� R .� �� i � ,� � r� �� � �.a � .. � � � k � ' `::� `��,V � aa -�. �. t � � r� ��� ��r �r< � ,."� U� �. �, ` � k= � U �,tt�'�� r���, �� ,t � � ° y� f� ^� �nd � ° . � , � v 7,D(? \ � n�� FLOt�R F �� � t� `�� c�eGtc � �.� ,���������' �'��`�� Ll�l 2f �� � �' `y <� ��� ���`�� < �� SCALE.• �'"--20' �'� ����`'���� �� ,�'�`�' '����������"� PAI?TY WALL t� j"",,� .�� ����°.°� .� � `�= �� :� `;�� � . �;�. � �� # � �` � � ` � �t)f5� �a. /,/` � �.,� t ��a ` � �t � , ' � � � ��z�., '.��t���t��� �.l w�V € ,� r �t `.,. a Sa r ,�t��3r:' . . � z��;�,4r'��`� �z� �,������i�����" /r,, r� /� � �...—.,. ` �7�x��',�^`� �..����> �SS y��� - �_. 1,G.1V� � }y* ���'��������C��� ��'�2�� '1 V rnt ,, �°e� � i-'F�r .. � C1� ��'' z� ���,��;��"�'�'�,������ �CK ,� ' �. } � 1E � 1 ''��'� •{_�; �• �i � � � . . . . . . . .. .. ... . .. . . .... . . .... . . . . � . . . . ...., rv �,�..,� ..... � . . , �� * "�'����°���� ��e���' ���*�� � � ___ -: � ������� � �.._ �� '� �, ,� ROCK PLAN 7�"h ' � � �Q���� ��fi- �2_„� ! h8reby cer-tify that this improvement locafJan certificafe was p�epared for ROCK f�'ETA/NtNG WALL Kenneth 0. Fr�edman, Heidi Bintz Friedmon, the Morfgag'e �ompany and Land Title 6uarantee Company, that it is no� a iond survey plat or improv�ment survey lµ.. ��'� plat, and fhrrt It is r�af to be relied upon far the estab/ishment of fence, bu1/ding, l:,� or ofher future imprr�casment lf�res � ! fur#her certlfy fhat fhe Tmprovements on #he above descrlbed parae/ on thrs da#e_,_„ vferra��,.�?f$`�� except uti7rty connectle�rrs, are entirely within �`'` STA+7A�` BARN the baundaries of the parcel, except as,shown, that there are na encrvachr»ents '�,,., � �� upon fhe descrfbed premisas by Improviei»ents on c�ny od,jalning premfses, �xcept ds lndfcated, arrd that fhere Ps no opparenf evidence crr- .�Ign of any easement crossing or burdening oay,oart of said pvrce% exaept as nated �`'""'~�•.,.., Thls certf�cafe does not constitute a trt/e search by/nter—AMountain Engineering fo de#ermine ownership ar� easements of reca�d For a11 information reqarding eose— 2 6' ments, righfs—of—way oQrtitle af record ter—Movnfoin relied u,aon fhe Lond Title Guarantee Cr�mpany ALTA Cammltme N V258785. ��['Q�� �/,r�`�. ) � . . � � .. """ �.F,��j�Jf'` . . : . �r� � uane . rrnger- . .� ���� r ��2, 'S�l��lt�"',�► ,�,�"'C,�',,�Tj. `� � �q�'�� �'"`�.� "`'~—.. , '""---... Ft?UNL7 5/`8" f?EBAR W/PLASTlC �AF �`"�' ���"�� *AIJ�RESS* 5C3328 ,SNQWSNDE LANE �EUZSioNS � DATE '�� �,���,,. SUITE' 101 P, tJ. BOX 97B ����1�.��yp,<�, 1420 vANCE STREET' Q077 METGALF RQAD y��,, * �, �,qKENypppp, �ptq ,8p.215 AYON C4L0. 81G2Q .L'�����i����• (303)232-0158 �;4���1 tt��{i{i{�j11f.•' (8T0,�549-5072 ,��\\1� � f'��r �`.`��'�° �"� �`� eRa�ct Na. �\�'\�z ��'�`�� ��aY: IMPfc'C�t/E`�MEN7" LC1CA TI4N �ERTIFICA TE S7—(7336S 4 �y� on�issu�n: = ,`-' ����� >•'s = �.�"�Y� LQT' 22-8, ANLI 1,�'2 fNTEREST 1N LUT .22—C, 09�22��T N(?77�'E' Acca-dfng fa Cotarrado taw ycxu mus# cammence '=- ,'"� � ���w A RESUBDI t/fSlON OF L t)T 22, �: � vny Jegal actian based u,pon any dea!�ecf ln this surwy r ;�,�� �� �.,,�`` D.D.F. t" = 20' w�i#hIn thrt�e „N�ar:r after-,�u first dFscowr such defe�ct. rr�,;•. e �4 ��,�1� t/AIL MEADC)WS FfLING No. y �� e- In nc+ ev�rnt, may an„� actiorr based upora ony def�ct ir� ,r,,,,�,�;3,�,E�,,�a,'� �,«n� o,� thls sur�sy be commenced mare than terr ,�z*� from eK�c raw�v aF uA��., FA�cF counrrr cocot�AQO � OF f the date of cerfrffca#ton st�own her�on. , _ _ _ ._ _ _ �� n__ _ __ , _ __ _ __ _ • V ' S � _ � � r _- , � , _ ,� � .� � � � � -- _ � � i . , \ �.� �, ._` _ _ ' �°�� ` �{/�f��, �Z� 411'�#`4 , Ni�� . --��~ , � � . � `o_ - - y� Z t �j f�uG� � � �o' #�or Cv =�Gc �x 12T� °'-~'�� - � F . 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TREED AREA ' • , (NATURAL BARRIER) REINFORCED COtJCRETE REVISED 9 - 10 - q0 , . . • . BARRIER WALL r , . • . , • '. : , � � , , . . • . - , � - - - - - - - - - - - - - - - - - - - - � - - - - - - - •- - - - - - -= - - - - - - - - - - - - - - - - - - - � ' , 51-IEET . _. . SIT� i��AN AND SNOW AVA�ANG�� . - , - - 1���'�NS� SYST�M ��AN . scA�..� �^ - �o�-o � 82'-0" , � - ' 10'-0" 7'-0" 48'-6�� 16'-6" 8" ` ' ?�'-8a 13'-2" 14'-0" 13'-6" K VJ � . -` L ' � � � � � � � II � � � � -}-� . i � / i � ^ � � � ` ,O � - (110'-0)� � � � � � � - � i � ' i � ' � � ss � M � � �0 � i � � ♦ Q � � � � U . , , 56 � ' � ' ♦ i �120'-6�� � � / � � � � ' � � \ - � i i � �, WALL STEP � � � � � 2'-0 \ \ � �d'., � •� � '� � i � � I L �o � i i ' \ (110'-0) ic � r3 � � , � \ �� � � 1 m � � � � � ] � � '� � � Ss � �[117'-6"] , •-- r,,.� � � i � I \ � �0 � , � � � � FTG. S7EP _ \ � _ ' � , � _ ° � � � � � � L.L� � � ' � / , I N �R �S�� - - - - - - WALL STEP \ � \ \ \ [120•_6°� m N � � � � � � I 13 r - - - - - - - - - - - � . � , , � Ycp � i � � � � \ ' �� � � � � � S6 � � � 2'-0 � ' L a�i� - - - - - - - - - - - WALLSTEP . �. 56 � � � � � I 2'-0" _ � - - - I iv WALL SfEP � � � U , � � I I i � fTG. STEP �108'-0� � � ! � � � FTG. STEP ° � � � ( i-� ° � � O � �D � � � � � 2-o w,a�� s� L — - - - - - -N - - - J � �- - - - - N - - - - - � �-- no` � / � � � / ' I - - - - - � � - - - — — - - - - - i � , ` ; mmc� / � ' RE: SS-1 � � RE: SS � � r- - - l , . . r � - ,3 � � �„��-��, �2�-� �„0�-�� . . !tJ c O � � � f7G. STEP � WALL STEP �� � � , I , � d d�-Q ' � � S6 1 �, T.O.WALL 1 , . � ��• ��' _ � � � S6 - L "' 4'-0 X 4'-0 X 12" FTG I I ELEVATION � � �'G. STEP � � � [RE: S8] ° � in ( 1 W/ (4)-#5 EA. WAY �� � ( _ RE: S8 0 , WqLL STEp � [RE: S8] (108'-0) N � � � � , - " �- - - - - - - - - - - - - - - — - - - - - � 1 � ss . �� ' , � '��o ` � � - - - - - - - - - - - - -•- - - - - - - I � � � 2-0 0 � i wALtSTEP T °, , � � � � � r (106'-0) --�'�, r � ` �- - - - - 3'-0 X 3'-0 � � � � � 1 � i • � � , � � `�I I � I ��-��� � � SLAB EDGE 3�2� EA. W/� � �� �� I I _ � � W A L L � �O S y�Y � I 3 1/2 D E E P 3 1/2 D E E P � ' I� � (103'-0)� �[RE: SS] �G. STEP �I I STEP � FTG. STEP - 1 L BEAM POCKET BEAM POCKET � I i. I � �I I 2�-C" _ [RE: S8] � 4'-0 X 4'-0 X 1 2" F T G. I � � [112'-5 3 4] ° � � WALL STEP ° (108'-0)� I W/(4)-� fA WAY � � � (103'-4 S N � I _ � 1 � � � �� � I I ' � � S6 1 t � � WALL STEP — — N _ [>>>�-s] _ J � Frc. sr� �— I � � � `� — — � � � � � o � M f s'-8 � - - - 1 s-s � I � � . �� O � — - - - - - � N �0 1 � I � i � I � � � � � � w—o x 4'-0 X WAY FTG. � � � � � WALL STEP � � I / (4) �5 fA. � � O I ' I 4'-0 X 4'-0 X 12" FTG ` ��00-0) J � 2 X 6 � '16" STL1D BRG. WALL I ( '2 � ' o � � W/(4)-�SEA. WAY � - - - - - - - - - - - - - I � � , � I 8 °° � i ' I � �s � � i 5 1- - - - - � i Ss -nrP. � ss 8 T � � Q � S6 _ [108'-3]' I ' ' S6 NP. � I 1'-0 S6 - - - � i � � � I 1 � �. � — i I W,au. sr� 1 � "' � I ss � � sr� I , � � - - , 1 _ 1 _ I � � = � � 111'-6 1 I � 8'-3 3/4" '- � � � _� � � `° v � � � � � 2 0 � I I � O r � I - - - - - - - - - I I , � � L _ � - - -23/4„ - - - - - - - - - -� � \` - - - � � � I 17 � n � � - - - - - - - - - - ( I &'-11/4" � _ 2'-6X2'-6X10" � ( � � i � � I � � � fTG. W/(3)-�5 � � - � ' � I 8 I 4'-0 X 4'-0 X �2" EACH WAY , � i � ' . � 2'-0" WALL P � �- - - - - - 9 � f00TING W/(4�5 FLOOR STfp - rn I 2�_�» S6 � � Q ^ • I � SLAB EDGE S6 Sg EAC�1 WAY N � ti 1 I - � � I � � � � � � � V - ° I � ( � 4" SLAB ON GRADE ON `''� I � (103'-0) � I - I � I _ . _ � � ° � � � � I ° W/6 XA6 W1�.4 X W N4 ' �- - - - � FTG STEP I j W.W.F. OR POLYP. FlBER � � � n � �o n ,4 -- N � � WALLSTEP „ i i i � - - - - o - - - - - - - - - - i io � N � � � L i � ►� N ^, � I � I � ft�: ARCH. 104-0 � o �-/-- � Ss � I � � � 15 � i,� I � '' . ` `� , � � � � � � S7 � I . �6�� � - o � � RE:SS - - - - - - - - - - - 2_-OTYP. _ � s o I � � l- - - - - - - -�99'-4�- - - - - - - -J � r -1 I � � � � 2 3/4" 2 3/4�� SS 'o�o c°.� � � , I � • � - - - - - - - - - - - - - - - - - - - � 1 � I . � _2 X 6 • 16'_S?UD BRG. WALL - - - - - - - � a WSTEP WALL � I � O �.. � � � � I ' v-'i - - - - [104_-0� STEP � ' F'iG STEP ° [108'-9 3/4] � � - � � � I � (_ I � � I FrG. s� � 101'-6 ( I � �(99'-4) � � - - - - I r I � I i � I I � ! 1 N � � - - - - - - - - - � - - � O 3 � �, I 1 � � 2 I I I � �ooR � � o ' � � ' ss I I o � - - - -,—�- - - - � � (�(1 f _ ' S6 2,_�� �� � 2 X 6 O 16" STUD � FTG. � I 2 1/2"� � I j107 -0 oN 4„ � ifl �_�_�. , I I I BRG. WALL cr �� I I WALL STEP WALL STEP � � `p � - - q.,, 5:��,gpS� - - ! in � � G� I I . ° � � 11'-27/4" 7'-31/2" � � 2�_p�� � - - - - - - - - �01 -4 - - - - - - - -� I - - - - - - - -' I , � � 3 1/2" BM POCKET � � , -�-- - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 15 � � •}�� SIAB ON GfZ4DE ON � r 1 g�� - - -r [110'-0] - -� �� �� � _ J S6 �5 � 4" GRAVEL BASE f�EINF. � (96-0) �time e�ac��ai aae� rad � - W/6 X 6 W1.4 X W7.4 � 20'-8" 6'-0�� .�,z�c�,�;.�isc�"�y��'✓,�s ' � W W.F. OR POLYP. FlBER � WALL _ ti��`�;�`.� ��0�'��.,A �- � .As � � � I 7 6° � STEP o i " � � - I I WALL STEP WALL STEP I I I - � 4 1'-6" IYP. �iv „,.. � w x �" ; ° o � I ` WALL STEP (96'-0) � 14' 4" Ss �' r "'. `"� -. � I � W RE: ARCH � , c� °0 i6�� a I - - - - - - - - - — _ P � , ��� I '- + «�? `�� 4 h P �5,� il °a 0 1OO'-O J � j I ° •"��'.� ^'^�,-�-`e" �` ' • I� L. I _ a. -���`� ,f'*r oj o � � m� �„,-. � N -y^�'� �o J � � ',aa�i f^:e�;.���t a c A�,f,,.a w@y � � — _ _ — _ — I I I 1 � I � N �,�s �;. �ro �,y° ?� � I _ — _ _ � _ � — — —T---- — — � _ _ _ —f_ _ _ _ _ _ 9?•"�7B:9nSx���r� � ' l � � [t OO'-O] I I s I I — J I — ., � _ _ I , �I I � �� ss � � - - - � (s�-o) (s��-o) N . �a�rs a - so - 90 , � I I � �� � I 1 1 o � I I I � REVl3F� 9 - lo - 1 I ° I � — - - — — — — �s�— — � �� 9 - T� - 90 r Li . ' S � � � N � 9 - Z7 - O�D S6 � ( � I �'o � - - - - - - - - - ' ' � I I �� ' 16 �o I I 102'-0] . � 16 � �� o, 2 � �� � � WALL STEP \ ' _ NOTES: I I Ss � I ��102'-0] � o [100'-6] I I WALL STEF' WALL STEP � �(96'-0) _I L ' � I � 1. DATUM ELEVATION 100'-0 = 8674'-0' � � � 2. [ ] INb1CATES T.O. WALL ELFVATION. ' � 16_' _ _ _ _ _ _ _ _ _ I � � I i 3. ( ) 1NDICATES T.O. F0017NG ELEVATION. � ` � - - - - - - - - - - � � - - - - - - - - - � - - - �T _ ' � 99'-4 r ,- ` 4. 100'-0 DA'I'UJ� ELEVA7]ON � 8674'-0 i - � � � ' S. CONTRACTOR S�,LL VfRIFY ALl '4 g�� �96'-0� 9�� � � r�i WITH ENGINE�2. tL ELEVATION CHANGES �� o Ss I � �, � , . � , ,_ _ _ _� , 9s_o _ _ _ _ , � 23/4�� . �ouN�ATIoN ��-AN � ss�-o ( ' �1 L - - - - - � � � _ ` - �- I- - - - - - � �s�-�i�� � , 7'-6" g�_��� : _ � U4A ' �`"� _ ~ � �, � i i �- - - - - - - - , , ' ` 1 — � 2��-0„ J_ � 20�-0° 37�-0�� . 4'-0,. , � s2�-o�� . . I � , , , , � ° � . -. , _ � o0 � ' � � � _ ��. �, � � I _ � � �` � � ,5 (n° � , � s �,l' a rr� ' � BOLT STEEL BEAM 3 X 10 LED6ER W/ 3/4" f� ' TO NORTH SOUTH X g0 X 8" DCP. A. O 12" O.C. U��, WALL W/ (4)-3/4" X 6" w12 � D(P. A. � ,5 �• � X � 3 � 5� 3 , : .� 2 X 10 O 16" � , Q� , ' ' .� O /y� �}1 � `K�2 X 3o X 8°�DCP. A. O 12"304C.� �'f� � . 13 � w >O �� S6 � LD� � � ��p � 3 X 10 LEDGER W/ 3/4" � 3 X 10 LEDGER W/ 3/4" f� �' ►�.. � � � X 8" IXP. A. O 12" O.C. X 8" DCP. A. O 12" O.C. O �i O 'v � , �Z � � D 3 X 10 LEDGER W/ :✓4" � U ` � X 8" IXP. A. O 12" O.C. � 2 X 10 � 16 � , , o n 13 x �o pmU . S7 m - .W C 13 2 X 12 O 12" 2 X 12 O 16" O� o S6 �� 3 X 10 LEDGER W/ 3/4" A� ��¢ ' . X 8" IXP. A. O 12" O.C. 2X 12016" � 2X12016" - 14 ` 117'-6" 8„ 57 ' 2X12 � 12" , � � TS 3 X 3 X 1/2" DIAGONAL - (2)-2 X 12 5 1/8" X �(1 6�-6)R (2)-12" M.L , ' ` ' r (� ` BRACE � �-l--L U J ' CONC. WALL BELOW ��� � � � �, STEP � 3 X 10 LED R W/ 3/4" A� X 8" EXP. A O 12" 0 C 111'-7" 2 X 12 O 16" � � � 2 X 6 O 16' BRG. WALL O STAIR � � 2x ,o 8 �. o , � ,s.. S, � Q � 'q F�P R � � , B�I POCKET BM POCKEf S� 2 X 6 O 16" BRG. WALL � � (6)-2 X 6 COL ° (2)-2 X 12 2 X 6 O 16" BRG. WALL ` � � ' r _ 3 1/8" X 10 1/2" G L '� x v T-r- � 3 X 10 LEDG R W/ 3/4" � '� 5 1/8" X 18" aR (3)-16" M.L. N � ' O , X 8" IXP. A. 12" O.C. , , . _ y (>>o.–�) 2 x �z o 1 s° "' � � , - = 9 � � O . 2 X 10 O 16 S7 BM POCKET �- 2X12016" (4)-2X6 , ^ � � . i 6 3/4" X 16 1/2" G.L OR 3 -18" M.L COL 112'-11 1/4 � � � STA1R 8 (4)-2 X 6 � COL. 3 ^ ' � 5 1/2' S7 � ` v � , m 2 X 12 O 16" � N � � 3 X 10 LEDGER W/ 3/4" � FLOOR Fc t ` X 8" IXP A. O 12" 0 C �EP 2 X 6 A 1 fi" STUD BRG. WALL � -' � O � � (2)-2 x �z i�a�–o° X � ; fV � � , " COL N j BM POCKET , UP ONLY N "� , (3)-12" M.L T O 2 -2 X 12 x HEAbERS IN THIS (112'-0) � �— c�t BEARING WALL ,SHALL 2 X 12 O 16" „ 2 X 10 O 16" � � 2 X 12 O 16" N BE (3)-2 X 12, TYP. 2 X 6 O 16 BRG. WALL � `� WALL BELOW 11 11 SIM. ' � S7 S7 , � (3)-16" M.L. P ONLY P ONI.Y P ONLY BM POCKET x g N �909'-0" 3 -16" M.L UP ONLY UP ONLY 5 1/8" X 12" G.L S7 N UP ONLY UP ONLY � ) FLUSH FRAME 8)-2 X 6 COL. , ' SIMPSON , ,qa84lIA9PPS,q� HGLTL HANGER � p - v a,14dE��j�l�ij�'IJ �'��4��d � 0 O 16" �,�°�`'���F�i3t,i'C;;��p�;p'°�d,. 6 3/4" X 16 1/2" G.L. 2 X �2 � Q � FRAMING NOTES: '��`''° ` �<``' N O �s° � w� �i + a � (108'-11 1/4) 2 X 12 O 16" 0 C. ' 1. ALL COLUMNS SHALL BE 3-2 X 6 UNLESS OTHERWISE NOTED. _ x i i /\ "� SIMPSON v HU HANGER 2. ALL 9fAMS AND HE4DERS NOT OTHERWISE LABE�ED SHALL BE (3)-2 X 8 `v as'-. ��w � BM PO 3 -12" M.L CONT. �`��°������ �c����� � (3)-12" M.L. 108'-11 1/4") 6 3/4" X 22 1/2" THIS LJNE s`,�.�,;�7� �,c�t,`C�q0 3. ALL BFAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTI'OM, SHALL j°d`'`E"'�'�"���C6��°"�.`�:�.,ey ' 2 X 12 O 16" O.C. SHOWN OTHERWISE ON DETAIISNEPROPOSED 3UBSTITU 0'NS BY� �R �8��`B�P846&0i��`�s��`~ CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALIATION. �� 2 X �2 4)-2 X 6 COL 4)-2 X 6 COL 4)-2 X 6 COL 0 �g 4. PROVIDE SiMPSON HUTF BEAM HANGERS WHERE BEAMS FRAME TO 13 S� 9 S�M FOUNDATION WALLS. BEAM POCKEfS ARE CONTRACTOR'S OPTION AND DATF� d - 30 - °IO S� �3�_2 X �2 � ARE REQUIRED TO BE 3 1/2" DEEP. REVlSER 9 - - 2X12O16" — - - - - - � , �• (3)-12" M.L. 5. FLOOR ELEVATIONS�SHOWN ARE AT TOP OF PLYWOOD. � 9 - 17 - °IG , FLUSH FRAME 6. ( ) INDICATES TOP OF PLA7E OR BEAM ELEIIATION. -- 11 S7 _ (�os�–i> >�4„� co�. co�. 5 1 " X 22 1 " G.L P ONLY P ONLY 5 1/8" X 13 1/2" G L --- - - ' UP ONLY UP ONLY UP ONIY ` COI.. COL COL (4)-2 X 6 COL. �� � � 2XSO ,6�� �.�V��- TWO � 8 3/4" X 12" G.L. � �fi�AMING fi'1_-AN - ` (4)-2 X 6 COL (4)-2 X 6 COL V4" � 1'-O ; , � } • � � � � � • +� (� '= 1-� r _ n V � �_ '� _ � ` � � _ �� ('7 ` � � ro � � � � ' � ° . U � °� _ � i � a � � _ a� _ � _, _ �. , •� �,� ;+ �i_ � ' �_I__� '� >Cj Q) �cD � �_� L �G_ � �U O � � �� r � 0 8�� o m U m , _ , ,W C . p� O ��tQ OPEN 8" (4�-2 X 6 COL. , I` / , 5 -2 X 6 COL. X ON LY ` OPEN � `� ' _ (3)-12'�M.L. - = I - - � WALL ABOVE ' � J � 3 STAIR ' O 2 X 12" c� p ' � ^ O 16" m m OPEN � \ l � �x � y 9 c� � Q �, SIM. S7 � � � (6)-2 X 6 COL. UP ONLY (3)-12" M.L corrr. INIS UNE (s)—z x s co�. � � � _ - - - - -WALL ABGVE _(120'_6 1/4� - - �USH FRAME - - - - - - - - - - - - (121'-11 1/4) (6)-2 X 6 SIMPSON HUC ° COL. HANGER x � O � (3)-18" �A L. N _ - � �x i � � � ' , . .� � I IN "' _ . - � � � � Q o r 120'-7" 1� � � � "�- 2 X 12 �1 � � STAIR � 0 12�� , � 2X12016" O.C. � n � N N OPEN � � X N � � 2 X 6 0 16" BRG. WALL BELOW 3 ^ (6)-2 X 6 COL. SIMPSON Q HUTF HANGERS OVERF E OVERfRAME a x ` , , � 3)-12" M.L THIS AREA THIS AREA ��R 122'-0° � W M -1-�-L j , `V 2X 120 � � v � 1/ - X „ , N = o N � j O � � 8 STAIR GN � � x � ' � 3 -12" M L S7 FLOOR S6)WN X 6 COL N , � � DO � O 5 SIMPSON HL46 NOTCH S7 � 7 6" W/( )-314" � IMPSON 118'-0" (3)-Z X 12 (3)-2 X 12 (3)-2 X 12 ' 80LTS fA. LEG S7 HHU HANGER ' ; NOTCH TOP 6° I �3�-4�� i i (4)-2 x s co�. (s)-2 x s co�. , I � J � e�sgt�ti�.rrrro � - - - - - - - - - - - - - - - - - - - - - - d3�+� ���i��Dff�°°�st - a�a,� C`'n�z� ���C �/�. r! — — — — — — — — — — — — — — ,�ee�'�t� '-1STEfiti��o"� �. OPEN � 2 X 12 WALL ABOVE - - - I ,�I O ONLY y w;� �='" o�F`°��',.' �� x 2X12012" - - - - - 6 -2X6 . ,, FRAMING NOTES: � � � ' � a e � t �p � J W 1. ALL COLUMNS SHALL BE 3-2 X 6 UNLESS OTHERWISE NOTEO. �, ,,:' �;� � � R1P 2 X 12 JOIST � % ��``"�`,� `���`�v � � ¢ °.-•_� � c>�� �,y ' o � � o �i2ENCH BALCONY 2. ALL BEAMS AND HEADERS NOT OTHERWISE LABELED SHALL BE (3)-2 X 8 `�:;•,�•."�`�y!craaa-F;Rr�:�;�0 - � N = V ,�y, �f,"'�:`' �03€,.'��t'�i Y, \ 1 j N � � s �4._4„ ' s,_4„ 3. ALL BEAM TO COLUMN CONNECTIONS. BOTH TOP AND 80TTOM. SHALL d�d"'da 6:9ASt0����,�Y` .- i� ,^� x S� U5E SIMPSON TYPE PLATE CONNECTORS, UNLESS OTHEWISE NOTED OR �- v " N SHOWN OTHERWISE ON DEfA1LS. PROP05ED SUBTITUTIONS BY I � 20'-8" CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. � � � 4. PROVIDE SIMPSON HUT'� BEAM HANGERS WHERE BEAMS FRAME TO pATFr 8 - 30 - 90 ' � FOUNDATION WALLS. BEAM POCKETS ARE CONTRACTOR'S OPTION AND , (3)-2 X 12 (3)-2 12 �3�_2 X �2 ARE REQUIRED TO BE 3 1/2" DEEP. REVI�'.�D• 9 - 10 - 90 5. FLOOR ELEVATIONS SHOWN ARE AT TOP OF PLYWOOD. 9 - n - 9p 2 X 10 O 12" � 6. ( ) INDICATES TOP OF PLATE OR BFAM ELEVATION. :t , . 7. CONTRACTOR'S ALTERNATE FOR 2 X 12 �LOOR AND ROOF JOISTS SHALL BE 11 7B" TJV25 O EQUAL SPACING. , (6)-2 X 6 COL ' � � �T 13'-4" i�� V �� T���� . �i�AMINC �'1.._AN • � V4° - 1'-0 �- .. - � �; ! � � ' . ^ , � '' ` u L � . y � ' , ' 1 l , f . �F ,, ' .. t , , n y ; ' L , rv , ' ' I ^ , r , r , 1 S �„ _„' � . r � � �-, ' , r ' 4 �, v 4 � a . . � ' ' iY � -. 4 fi ' `.-,.,e; .' _ -�' -c x - � -_r, , f f i , . � frs `__ _ , � � w , v.. " . " ' ' s , , � ' , � ' - _� ' ` � � � � , ' - � i� � ' ° • � ,. , � " � � � � � � , ' � . ��� � _ - ` � < < > � - , � �. � t . � . , � y _ .� � � � ,. , � � ... n ' ' ' ` � ��. �, s ' � , � , z .. � � , 7 � r " .. �, n � . ` , r � a � � . � � i - � _ � Y " ' � , ' ., � , . ^ , � " ' � , " ` ' ' . , ^ ` ' .."S'"� , . �� ., � .. .. ` , , _ � � t, � � . �. � � L . � i � . . _ y � r • ' ° * i _ wA � a _ , . ' ! . .i . w . � � i ` . i � � ` � ' �' n h � i � � 1 + _ ' ' a y . 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' � i ` , , , 20'-0 1/2" " ` -� , � ;� , , . � �, ' � � , , . - ' ` ' ' , f�= 3'-7 3/8�� . , , . , . , , , , , `-' a , � •�i a�J , • , ` . - ; . � A h = 7'-1 3/16° _ , - Q� r,� ; ° �, ' ' ' ' ' , - " � - ` � � ' , - ` ` ° ' , ' �], ' '� , . � ' ' , , � ` , , � ' � � ° 2X12024" � � , , � mo � . - ` _ - . ' ` 2X12024' - , ., , _, , ,• . � �� J� * � ° v:� � , t - J � • _ ` . ' �� � � � � • ' _ > ' ' y _ _ � ' � �� _ , � .—�— , , , � � ; ' a , " , , , , " ` �2)-2X12 xl ,. ' ^ � c , � r , ,, , � . ` � � , � ` 12" M� , ' � � mmV ^ , ' ' ,._ , - STUB COL fROM. . , , . , � � , ,., ' , ' SLOPED �D.L. Bld. ' `O y ' " �00 > I , , ,- , ' , TO R1DGE , B07T OF JOIST � ' � , ; � . ' , - , ' , , , , ' 131'-9"), , � � _ 3 TYP. � , . , d.�t Q i " ' * ' , , ; , (4)-12" M.L , , � , ' , ' - , . •� � , = 4 - . [ , � � IN J015T , , ` , , " . . r , , , , SPACE � z , - ' , ,� � , ' , �, , , _ � _ ' ' S7 � � (2)-2 X 12 O ]2" , ° � , , ' � � � ` ' - - � � , � `� - , . ' 2 X 12 O, 24 � - ' � ' - ° � - � , - , , � - ' (120'-6 3/16") � ' 2 X 12 0��2" � —� ,.� . , � ` . ' � ' ., , , , � WALL a 8'-11 3/16 ' � - � , � ' � , % " " " � . ' �, BOTT. OF JOIST ' � , � � (4)-2 X 6 COL , , � r < �' O f I���_,'r. � • t . , � 124'-1 9/16' � , _ , , , , _ - . �: ; , � . ' ` • , F ' � . � " - , �� , ' ' _ � . . , � M _ , . � � � - �, . , r- , � ' � ' , , . ° 2 X �2 0 �s�� ' � ``� v . - - ' ,.r ' `� , . � � � . , { - _ - . - ' 2X12012" , � , , , � . _ , , , ' 2 X 12 O 24" (5)-2 X 6 GOL � ' � � ��//��I►��\,\ S . � a � , ` (�/1 , , ` � � � , V ,' . � �� s o �� � - � � ` _ � � � � � . . � � - �, � . X� � , � . . , � -. - �,ro �j , , � N , . { � �, � . , � � - �o� � � , (124'-7 13/16") . . ' ` :� 1--=-i � , � � � , ' � `, ' �� � . � �, ' , ' � , �.. _ m , , , , wn� ��—o i���s�� , , � , {` _ � �, (s)-2 x s co� _ . � s� , � , o � ' ° ° _ " . _ . ` • _ _ � � , . - . .� � �' ' � ¢, .. , , , . * _ � s . . � r � . , _. . • , _ .- , J � , ` . E } ` . • Y ' ' ` , � � . � ., � � � � ' . 'r . , N _ (6 2 x 6 , _ , V . ,. _ , _ ' . , , , , , C�L , , � r " , � , , _ - � , � � � � _ " ' � � , ' 2X12016�� .' ` ' ` � , �' ,' . � � ,� ' � � � . , , . (6)-2 X 6 COL . , � � � '� - °�- . � - � S7 BO OF JOIS? , � � ' , � ' ., �, . _ , � ' , ` ` , ' , 1 3'-11 3/16"T - - - , ' � , , �- � - �� " '� � � " � - ` --� .. , , a ' , , ' � � � '�y _� . r�'� ' < , . � , � . - 2X12024° c� � . . .� � , � � . . � ' � ' . ._ u � ' , � � �I . � _ � . � . - 2� , �7 � , - , ; � i . f f , ` , " p h = 6'-0 1/4" , , ;�, ►'� ` ` -� . , _ , - _ � ' , .. ',,` - , „ ' r� % 2 X 12 O 24° � . . < , _ � . `� , ' �, . , ' ' _ � 2 X 12 O 12" � ' `n'�,, 2 X 12 O 12" , ` r N .,,.� � � ` A• _ - � , � "♦��•.__� ` ` r �" ' � _ S7 ' _ ' , � � F - , , , , (6) 2X6COL , � , , , � � , - . , . , . � � , , � � - , ' �. � , , �� ' t� � ` � + �-+� � E � y , ° . . '' ' _ � . -„ / r � ! i � •i � � � � " , X . ` � ,� 4 . ' . . ^ , � � / y � � ° � , � � . _ � � R RAM J/ , � � ° ' I � ��r�..-� �` c . F ' _ . 8 . ' F � , �` � /'� ' � y , ^ ; , ' � � + � � � � { ■ x M1 . �./ � � . /� ` , , , - � N p� a� , ' . 2 x �2 d �s�� `\ ` , " � " � ' ` x N (4 —2 X s , .__- ' , , v , � , � °* . k_ - . , ' , ' � :t � � ' . C�l. , . ~ � _ � � n�. _ M , —� �� . (�Zs�—o �3��s��) � � � � , , ' • (3) Z M L 1NALL 13'-0 13/16" � , ' �� ' S7 ao , - - . � �_ ' - _��° -, . - _ � - , - - {6)-2 x s , - J . `� � ' , V ` - . . � , , � , � , BOTT. OF J015T , � COL - � , ° �qy�e r s� ^� ;� , � , • . ' „ � 128'-11 3/16 . , , < ' a����p►�A�Dr j�� �,, ' . , C9 � , , ee`��s,�'C•4_:F,E;t�7Et�'-` ✓�s, , � � , , _ . � � � , , z x i 2 0 �2�� � . - (s)—z x s co�. , � � `� ' �,,� _ � 'i L/,�� `��� tr',: � . ' ,�. � , • ^ 2 X 12 O 16" � ° , � � Fi�AM1NG NOTES: � �. m �r • , � . �}� o x �^ � � - � ' � , �_ �� ' ._ �� 1. ALL COLUMNS SHALL SE 3-2 X 6 UNLESS OTHERWISE NOTED. - - � " , ZZ Z 1/2 4 O m L,,i � . ' ,� 2 X 12 O 16" ' , ° , � s � + � ,� - , , co , ` ' Oh = 7'-10 3/8" . 2. ALL B�UIS AND HEADERS NG7 OTHERWISE LABELED'SHALL $E (3)-2 X 8 � r�"�k`"`f` <�� p i _ °•�.� F� �-,":� �� F�r�� .�' �,�,w ,e'<�r°� s1L�;�ryi�`�,r �^+^� ° v . . I�� ��i`Y �Sfl �C'� . �. ° " � � � ' � 3. ALL BEAM TO COLUMN C4NNECTJONS, 90TH TOP AND BO1TOlu1,`SHALL' � � N°�dofa��' ��`,�+�=���i°�°'� � _ ' � E ,-�; , � ` - " � - , � " � � ' a � ' , USE SIMPSON 7YPE PLATE CONNECTORS, UNLESS OTH�WISE NOTED OR ° . °QFesaaasc:i° ` ` . ' SHOWN OTHERWISE ON DEfA1LS. PROPOSED SUBTITUTIONS BY � � � ' (124'-4 1/2") �--- " � , � � , �* ' ' ° ` v - ' , (119'-3 9/16") � ' WALI 6'-4 �/2" ` ° ' _ . � - CONTRACTOR SHALL BE APPROV�D 8Y ENGINEER PR10R TO INSTALlATION. ' , � _; 3� ' � . _ WALL a 10'-3 9/16' ' - " � ` , �4. PROVIDE SIMPSON HUTF BE'AM iiANG�tS WHERE BEAMS FRAME TO " � • DATB '7 — 31 — 90 � � � , . , . , ' . ° , " � , FOUNDATION WALLS. BEAM POCbt�TS AR CONTRACTOR'S OP110N ANd � s � 4 . y 2 ^ ARE REQUIRED TO BE 3 1I2" DE�P. ' REVI9�R 9 — 10 — 9C � � � , , , � . . , . . f - , , , < , � (8)-2 X 6 COL. � _ , , � � � 5. FLOOR EL�1lA7]ONS SHOWW ARE AT TOP OF PLYW000, , , ,. � 9— T7 — 9� , ' � ` � f , - � � Y , � � . • � . , - ' ' � ' ` • , � a r ° - , 10 - 7 - 90 - , r " , � " ' `` ' ' � x ' _ � � � ' 6. ( ) INDICATES TOP 0�i�LATE OR BEAM�ELEVAl10N� � r � . � � ` . � . , � , , ' � 7. OVERFRAMING SHALL CONSIST Of 2 x 4 STUD WAk.CS ' � ' • - s ' � � _ � � . - � , � o . , - _ M . . � _ , ' , • , . , < � ' . , r , " , , , , PERPflJD]CULAR TO ROOF JO1S7S ON 70P OF ROOF , � . , , ` , � � ' � _ � � , , � , � " - SHEA7NING. ' " . , ' S , , , � . , - _ s , '. F , . , x . � , , � , - , � � � � _ , , , . - " , , � 8. ROOF SLOPE 1S 4.25/12. _ _ ` s , � , � . � z' � : � � _ � s ° � . - _ � � - � , ' . . , • „ , ` _ ` � � ' � � ` , - � � ` . x (s)-2 x s co� (s�-2 x s co�. � _ . , , , _ , , - , . . , , � , . . a _ , ; � - _ ;�, , , � , - , - " ' � , ' - • . . ` , '� ° � , � , - ' , - ; - � � . '� �,�. ° , - , . � � � ` `� ; � ' � � ' � � . ° �r—�o i�,� � 5 ��„ . � , � , � � . ' - � . ' ' � ° - ' ' ' ' ° � _ , � � ' : � . � ' � ,- - � '�. � , � , , , _` . . , - - � 0��4'-6 3/4" � , � ` , � . ` �O V � � � � ' 4 , - r - . . � � . . � _ � . , , � . , , , _ _ , � ," a � ., < � - , � , , � � , _ - 20•_��� , . , , , � � r < < , : ,� �, .; , : . . , . . ,. , . - � � , . , : . � � � . � � � � . � � �� ���AM11`I� �'�..:�AN� ; . - � � , . . � �-- � � , . �� � � a � . a � , , � ti _ � - z��—z „�„ , � �, � _ � . , . , _ , , , w _ � , � ��, , ' ,, , _ � h a 9�_7 S�n , � - " � , ` ' ' , ' E � ` - ° � � , , , , y'� ",'�Q z , > . s � , � ' . i ' , ' � ` ,_ , � , , � . , , • � - ° � _ � - � � ' . .�� � � , , � ' , . � . ' � � , , �- ' �- ' � � , � ' � - � � � � l ' " , ' ' , " , ' _ ' ` - ^ � � , ` �. � ' � , � , � � , �� � ` � , • ' ' , _ ' � , . ' ' � � � . ' - ' . _ . , � , � ` .. ° . � -- , �� , ' C ^ ' � ' , � . � ` , � . � . � y � ` � y-� � � . , _ � � , F � - � ' - ' � , � ' ' ' , ' � , ° � _ ` ' � � , _ � _ � , � � ' ' � � � � � ' � �� } � ,� ' ° �, , � .�.. ` -- - � - ' � ' _ . . . - � ' " , " - � i , � � v � NAII SHfATHING W/ FLOOR SFiEATHING 2X CONT. W/ 3/4" f� 4" SLAB-ON-GRADE � � (2)-NAILS O 4'-0 0 C. , --- DIA. X 10" A.B. ON 4" GRAVEL BED , ) ` FLOOR JOIST O 2'-0 .� 4" S.O.G. ON RE: PLAN - 4" GRAVEL BASE 2X CONT. W/ 3/4" U) � ' � DIA X 10" A.B. RE: PLAN VARIES DECK JOISTS +, � - � ��_p 6" STUD BRG. WALL BEYOND W/ 2 X ' �5 CONT. ' _ _ _ _ _ _ _ RE SECO N 10�6 ' � CONC. WALL � � 2 - �5 CONT. _ � � � = I o O�o�Q � RE: PLAN � rn - — — g�� 1/2" ISO. JOII�tT � - � �''� 4" S.O.G. ON �o 0 opo 4" GRAVEL BASE o.00��00 2 X TREATED W/ 5/8" � � � O � � ` 2�-s X 10" A.B. O 3'-0 O.C. . .,. _ . I U �� �E5 � 18" 0 C. HOR � 1 � � �Z�� �4 O 16" O.C. � FLOOR JOISTS 4 ( � � RE: PLAN N _ _ _ _ _ _ _ _ _ _ _ }. _ _ III= - - - - - - - - 2'-6 � 2��X4" KEYWAY TYP o 1 �� o. • 8�� 0��°0�°0��0 ' � �5 O 18" 0 C. VERT. I � � ��IIII III 111= I � � 18" �3�-�5 - • � CONC. FOUND. WALL IIl„l' 2'-0" ��I STL. BM. I � � REIN�. Rf: SEC. 3/S6 (3)-�5 IIII III= � RE: PIAN � � _ - --�- W a _ > c THICKENED SLAB MATCH VERT. REINF. .m�J =111 Illl =lll Illl r �8„ LEGS ALT.SIDES RE: PIAN 2 - �5 CONT. � �� � � � � � S ECTI 0 N 14 S ECTI 0 N 1 1 S ECTI 0 N 8 6�� S CTI 0 N 5 S ECTI 0 N 1 0 ��� � 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 , , 3/4" = t'-0 3/4" = 1'-0 t' q G i DET967 DEf965 m C�U (2)-NAILS O 4'-0 O.C. RE: PLAN W c O WALL 6�� STUD SFARING WALL �� � ' � , FLOOR SHEATHING . 2 X TREATED PL W/ ' ' a� ¢ � �5 CONT. EXT STUD WALL 3/4" � X '10" A.B. EXT. STUD WALL - - - - 4 � A 1'-0 O.C. - - �� 2 - �5 CONT. � �o:�°G6:oo°bo: 4�� � � � 2 X CONT.TREATED 2 X CONT.TREATED jI�O O�!0o OO°0o_ .� � W/ 3/4 DIA.X'!0 -� - A.BS O'4'�0��" � � � � � a8• 02'-0 _ I �5 O 1 S" O.C. HOR. ���� GRAVEL FlLL '� �2�_�5 1 ! 000000,o�o Illlll 1111 °n °� . #5 A MID-HEIGHT FLOOR JOIST �5 • 12" O.C. VERT. 2 - �5 CONT. 3 RE: PLAN 2 - �5 CONT RE.PLAN 4" S.O.G. ON 4" 12" �� „ 3'-0 �1 � o GRAVEL BASE �5 O 18 O.C. VERT. �5 m 18 MATCH VERT. REINF. � 1 ) i - o0000 �� �LEGS ALT.SIDES 4" SLAB-ON-GRADE ON �5 O 2'-0 X N� III= RE: PLAN � + f , S _ �5 O 12 O.C. HOR. 18 , 4" GRAVEL B ���� � 00 _��� ���� �5 O 18" O.C. HOR. 2"X4"KEYWAY TYP. 2X4 KEYWAY .TYP. ' po.pp MATCH VERT. REINF. - I_ " BACKFlLL TO ' -I�II 2 � �2�� TOP OF FOOTING - - - - - -��o T2�X.4 KEYWAY 8„ 0�O �OoO�OoO� �5 O 2'-0 X-- _ , � �5 O 18 O.C. VERT. _ o.pp LEGS _ ���= O ° �4 X 2'-0 M1N. IIII = � � + _III Ii� II _ ��z�� iso �oiNr A�r. � IIII (� �`�, � � 1 S" _ _ � 6„ SIDES ���) -.—f.- � 1—� v t --=-�- ���� N _ ���j - -�- ���= 2"X4"KEYWAY TYP. _ �-2 - �5 CONT. � � � '' - - MATCH VERT. REINF. _ �-2 - �5 CONT. III� - 2 - 5 CONT. 11] ,1,� � �8„ �GS ALT.SIDES =IIII °III IIII _llI II °IlI III�I E. P�N=III IIII � E' P�" L 2�-p° �3)-�5 � � � � 6,� . � v � � � _ S ECTI 0 N 15 S ECTI 0 N 12 S ECTI 0 N 9 S ECTI 0 N 6 S ECTI 0 N 2 ' � 3/4" = 1'-0 3/4" = 1'-0 3/4" � 1'-0 3/4" = 1'-0 3/4" = 1'-0 � � � � - - DET966 ' � I ' ' � _ �-1----� . , ` , b2�WALLLS O 4'-0 O.C. � � � ' , WOOD POST 2 X 6 STUD WALL ABOVE _ ef^ , � RE: PLAN , � FLOOR SHEATHING � � . ` . 2 X TREATED PL. v . CONT. W/ 3J4" f� X 10' NOTE. WALL REINFORCEMENT 3/8" STL PL ' �. �Q WA�" A.B. O 12" O.C. �WALL REINFORCEMENT W/(4)-5/8" � X 6" EXP SIMPSON LCB PLAN OV S8 8" 8�� �\� ^ ' ► POST BASE " 2 X CONT.TREATED ` \, � , - - W/ 3/4" � X 10" A.B. � � � ��N�. SLAB- , ,,'2�� � 5�� � , ,/2�� O 2�-� 0.�. N ON-GRADE �5 O 12" O.C. VERT. �5 O 12" O.C. VERT. I�� � � CONCREfE BFAM I I FLOOR JOIST � _ AS SHOWN ON „ � � „ �5 O 12" O.C. HOR. �5 O 12" O.C. HOR. 2 - �5 CONT. RE:PLAN � t > SOUTH WALL �3 TIES O 12 O.C. 3 � 4�� I ELE1/AT10N (S8) --- � -� - � O > � � � oo I I �Z" '� 2 X DECKING 1 '�" 2 X DECKING �5 O 12" O.G. HOR. 4" SLAB-ON-GW1DE ON 6" O°O0o 00��0 , , 4" GRAVEL BED � ' � -�- - - - -� - - - -�-- - � 1� DECK JOISTS RE: PLAN DECK JOISTS RE: PLAN � N FLOOR JOISTS "" � 3 LEDGER W/ W/S�MPSON U HANGERS W/51MPSON U HANGERS � - � � � � - � ' � SIMPSON U HANGER '" RE' P� 11 3/4" fd X 8" �5 � 18" O.C. VERT. Daop �vo�°ppQaoO��a�O O T 6c G FLOOR � � IXP. A. � 12' � � 6" RE: PLAN s" 2 X DECKING SHEATHING � � O.C. , , /2" ISO JOINT ANCHOR PIATE � � N ' ' DECK JOISt 2�� RE: PLAN � o '- 2"X4"KEYWAY TYP. � 5 O 1 0 X RE' P� �t E►NCHOR P � MATCH VERT. REINF. _ - # , 16" �� 6� 16" ic � 6'-0 O.C. `O - 18„ LEGS ALT.SIDES _ - EACH WAY ' � L =1II IIII =III qlI � RE• PLAN �� RE: PLAN 2 - �5 CONT. 0�,o�m�d�yALUr j��r., • 989t4iR9/ 0 3/8" ST1FF. PL. TOP AND BOTT. 6 ��e�4,`�.��;,��iSl"E"-`� ��A�,.p S ECTI 0 N 16 — � S CTl 0 N 3 - - ���,�b� �� ��4���A A � 9 u n -- �� _ , 3/4" = t'-0 ' r�� w �:�i.; 3/4 1 -0 - 3 X 10 LEDGER W/ ' py� , � _ DE7967 A 4� �2" 0. DCP. a��,s;.a�f no c`��,�°'v' ��d"�9'� @:+ W6 X 15 BRACING BEAM A°°�'��'����^�`��� �e'�'`�,� o'�• ' - SIMPSDN U HANGER �� 3 11E �����0�o eree€aa��a���`�e ' D O W E L S T O M A T C H 3 X 10 LEOGER W/ _ W12 X 30 HORIZONTALLY W/ 3/8 _ � _. PROVIDE HORIZ. KEYWAY 3/4" !� X 8" D(P. A. 3 X 1 Z LEDGER W/ ST1FF. BOTH 51DES O BRACING ° AT CONST. J011�lf TYP. HORIZ. REINF. O 12" O.C. 3/4" Q X 8" DCP. A. (III II� $�S IIII III WOOD COLUMN , O 12" O.C. (STAGGER) =II) =��� W/ S(MPSON PC 24 DIA. 24 DIA. _ I = - COL. CAP � TOP -� �5 o i s�� o.c. 3�-0 =111 III_ Illl =111 III_ Illl ' � L - - 1111 ���� 3" DA�$ 6 - 30 - q0 � - - - - ` 8�� 3•_� 3�'� SIMPSON CB 3,� ""_"'" R�VIS�A 9 - T7 - 90 �5 O 16" �5 O 16" - COL BASE - Z Z LOCATE ON PILASTER � 2X4KEYWAY 2X4 - 2X4 ASSHOWNONS2 S�� � g�� � �3 TIE O 16" ` � o ° � BACKF'LL TO KEYWAY � KEYWAY '� ; N N � TOP OF FOOTING (3)-�5 IIII ,� , �3�_�5 IIII i� 18" SQ. PIL�ISTER RE: PIAN IIII — _ o iz. REINF, rn�. ��� ���� _ � N _ IIII 111= H R N N . �� ^ '_ — _ ���= ���= _ . . = IIII III= _ ���IIII N 4 �a x � =111 illl -111 IIIB„ s„ 8,� , 8„ 8„ 8,�Ill IIII _ _ _ . � . ' ` � � 9" _Ill IIII _III � . ` ' 'iYP. CORNER REINF. DE7AILS RE: PLAN , RE: PLAN REINF. ' (3)-�5 - , ' 4 RE: PLAN � � , - � � � 4 T ON 1 � fSECTION 7 � SECTION 4 , � , � � � � � � � � _. � S ECTI 0 N 17 , S ECTI 0 N 13 S E� I i ' _ , 3/4" = 1'-0 3�4�� = 1'-0 3/4" = 1'-0 3/4" = 1'_p - , 3/4" = 1'-0 , ' � ' DET980 ' DET96S , DET968 � - , _ . . - � 4 ` . i � ' . . . ..— � ., , . �_ . ` � _ \ ' • . U , _ _ � � `�g e � ' � FLOOR SHEATHING EXT. SHEATHING C/i «� - -f-� � - STU D WALL � ROOF SHEATHING y � �' , FLOOR SHEATHING � �� RE: PLAN EXT. S71JD WALL � a? � - BOTTOM OF JOIST � � a' fL00R SHEATHING T.O. BEAM ELEVATION RE: PLAN � � EL = RE: PIAN � r�'i ' � fL00R BM. ' � RE: PLAN - - - - - -- - - - - - - U � - '- - - - - - ROOF JOIST W/ SOUD BLOCKING II> 5TUD WALL � ��._ TA?ERED PL Qj , i ` , � FLOOR JOIST N - � RE: �LAN FLOOR JOIST W/ , � r� ' SIMPSON HANGER �� � : BM. RE: PLAN � _ , , BLOCKING GLU-lAM BEAM W >O � NOTE: O 51M. SECT. FLOOR JOISTS ARE yEqp� gM, m�� � ON ONE SIDE OF BM. ONIY RE; p� � � x� _� ; - O ,.��, � . SECTION 13 SECTION 9 SECTION 5 SECTION 1 � �� � ; � 3/4" = 1'-0 3/4" = t'-0 3/4" = 1'-0 3/4" = 1'-0 �' ._uj. �' a �r� U ' DET123 DET188 DET335 DEf817 o m U , � � ,t�.i C , G aa > - ROOF a� a SHEATHING � s � ° FLOOR SHEATHING ' � __ BLKG. AS 2 X 6 EXT. STUD REQ'D r _ i � wAU � ` STUD WALL 2 X DECKING 2 X BLKG � `' , 3/4" FLOOR SHEATHING i' ` � _ � F f1.00R SHEATHING � � � ' • • • • • RE�PLAN� I t BLKG. AS REQ'D -----�' � • • . . • � � � o � ������� BEVELED PL � � j 4 GLU-LAM BM ' GLU-LAM BM � 'i � � RE: PLAN RE: PLAN � � � 2 X HEADER HEADER BM RE: PLAN FLOOR JOtSTS RE: PLAN � a � RE: PLAN � 2 X 10 OUTRIGGER ' 1 , � � NAIL AND GLU O 6" O.C. 1 1 { � .� �-1--� , � � , SECTION 14 SECTION 14 SECTION 6 SECTlON 2 � � __ 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 � � , _ ^ _ DET28 DET559 DET696 � � � � � , , � � y`;f ROOF � ' SHEATHING , ^ � STUD WALL U : ' (LOAD BEARING) FLOOR SHEATHING ' � . Bk.KG. AS � n t REQ'D � , 2X CONT. TREATED ' � _..��� CONC. SLAB- PL. W/ 1/2" DIA. N �� ON-GRADE A.B 02'-0 � ,�,,. � � T.O. WALL `� � j r, J - - - - - EL. RE: PLAN � � � 4�� ° , . � ' . � ' o ° ° � /�— _ n Q°O°�i�%i ' ' J , °�. , ° � u�:c°^t�c a � REOPLAN� � O ' 4 0�0000�0�� O° O�povO� ♦.- ♦-:♦ - � �, , — — — � 3 - �5 CONT. BIRDSMOUTH � WALL � ` 4" IIIRE: P��LAN IIII 4" DECK JOISTS FLOOR JOISTS M.L 6M. O , NOTCH BOTTOM 6" � - W/ SIMPSON U HANGER W/SIMPSON EXTERIOR � HANGER G.L $M. STUD WALL ' NOTCH TOP 6" � � (PROVID�TIGHT FlT ' BM. RE: PLAN FOR CROSS BM.) NOTE: O SIM. SECTION FLOOR AND DECK � JOIST BEAR ON 8M. � S ECTI 0 N 15 S ECTI 0 N 1 1 S ECTI 0 N 7 S ECTI 0 N 3 ����° �f - � ���aaeESe�rar qa'�"�+���. a f, `'�.��.,�'���f�e ``0`�,�4,�e�°Y�"t�TCit'��ot�,���'o 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 ` �t�!`° G A ` a: � � � . � w°� � � 4 ;.`` • , DET156 DET30 f' 4.,•e � -' RE: PLAN : ` " , , ° TS 3 X 3 X 1/2" DIAG. BRACE HEATHING ���''�� � �1- 'l y��;a o .a1 c �� .Gi °.`-j_� ro ^";'�m���3 i f1_�� , oa ��,a V ,,� ,,,t ya' �B A��a'�{�`y� y,S 3/4" X 5" X 2'-3" STL. HASE � 2 X 6 O 16" BRG. WALL �`PA�Ogr�eo�ta��iO3a�� PL. (BOLTS O CENTER LINE) / / / DECKING RE: ARCH. RE: PLAN / / / / / (3)-3/4" � X 6" DCP. A. BLOCKING OATE O - 30 - q0 , / / ° � � , 12 ROOF SHfATHING . � 9 - � - � Y f100R JOISTS 4 5 SIMPSON LSU HANGERS , I � I � RE: PLAN � ' I 9 - t� - 90 SLOPED � . �� 4�� � 12�� 6�� 2" � � RE: PLAN � I 2X6O 16" BRG. - � BLKG. AS REQ'D. WALL � . , ' I ' � - � g�� I BLOCKING ROOF JOISTS � � FLOOR JOIST RE: PLAN �-T GLU-LAM BM RE: PIAN RE: PLAN WA� O 16" BRG. M.l.. BEAM ' ' 8" CONC. WALL : REINF. RE: SECTION 3/S6 R� �� � NAILED AND GIUfD ti , , FLOOR JOISTS ' � RE: PLAN P �� _ -_ SECTION 16 SECTION 12 � SEC ON 8 � SECTION 4 - � � , , 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 :� DET178 '� DET791 , ---- - - - - k e e . ` , , \\ � � \ . . GENER�AL. NOTES� � � _ � � } � � �� ��:-� �.�. � : �. ���.: � - � � _ . - � � a - _ � , � �. ` ' _ ' -A. � ROOF . . ' . . • • • , • 8o pSF C. CONTRACTOR MAY= POUR SLABS-ON-GRAAE CONTINUOUS AND` , � B�. , . STRUCTURAL STEEL` SH�ALL 'BE DETRILED AND FABKYCATED IN'' j , , � , ' � _ _ = v � - - , ` `� ' � 3A[�1CUT JOINTS. 30INTS SHALL,.HE SPACED � 15 �� FEET . AND � , ACCORDANCE� WITH LATEST PROVISYDNS �OF �AISC "MANUAL� OF � 4. x FOEt FLOORYNG U3� 3/9'! T&G STURD,T-FI,OOR SHEATHII�G , , ' 40 PSF- ; SAWCUT 1" DEEP X 1/8" WIDE WITHIN 12 HOUR3 .AFTER �POUE�= . ' ` STEEL CONSTFtUCTION. " ' � _ , " P � °. � , • � ' . , NAILED AT•' 6" O.C. ALONC3 P.ANEL EDGES AND` AT 10" tn � � ' ; . , _ H. � TYPICAL ,FLO�R . � . . . . . ' " ALONG INTERMEDIATE :�UPE�OA'T$. , ` ' � � � . r �' t� ; � � -0 ' _ ' ING.' C1�1RRX ALL' SLAH REINFORCEMENT THI20UGH JC?INT: � : � , ` �' � �. ` ° ' . '� ' � ` � � . - , , ' . k ,� �' r. � : �C. EXTERIOR DECKS� . . . . . 100 PSF { �� ° �� ` � � ' y t � C.' �� MINIMUM WELDS- TO BE AISC ANDlOR AWS' HUT NOT LE3S THAN � �� , � ° _ ' n � ' � . �; D � __ �- ' _ ' � � D: , SLAHS, ` FOOTINGS, AND WALLS SNALIi' NOT, HAVE JOINTS IN A � �` ' 3/16" CONTINUOUS� FTLLET UNL�;SS UTEI�;RWISB N�TED.� ' 5. • FOR �2�OF USE �4.. T&G '`Z�2t,APA EXPOSURE Y 3HEATH- ' '� , r,' � rn ING N�ILED AT- 6�' 0 C ALONG pANEL EDGE$, AND .AT 12" �' � , ,. � D. WIND , HORIZONTAG PLANE. ANY STOP IN CONCRETE WORK MUST � BE � . . � � ' ' � ' - � � � i� � ' � ` - �' ' . , , y� � °' ` ", '1. BASIC WIND 3PEEb . . . . 80 MPH ' MADE AT THIRD POINT OF SPAN WITH VERTICAL HUGKHEADS AND D. ALL WELDERS�, SHAI+L HAVE EVIDENCE OF�PASSZNG x'HE AMERICAN i , � "' , ALON� INTERMEDIATE gUPpORTS. , � , ; , � � � � , � � �� ,2. EXPOSURE . . . , . . C HORIZQNTAL SHEAF2 �KEYS UNLESS OTHERWI3E SHOWN. , .ALL ' ' ° WELDING� SOCI�TY STANDARD QUALIFICATIDNS° �ESTS � AS ' � ' u ,y � , ` � � . ' � ` r " � ' � ` ' ' ' 6. , EXTERI�JR WALL5 SHALL HANE 1 LAYER OF ?/16'! ��2�¢� . � � ' CONSTRUCTION JOINTS SHALL BE A3� DETAILED ,OR AS REVIIEWED ° . � � DETAILED IN, AW3 DI.l. _ ' � ' p � � ' � �. EARTNQUAKE � . . . . . . ZONE 1 BY THE EHGINEER. � ' � ' , 3 � , � ` - �� ` , , � ,� � , � EXPOSURE � 3HEATNING NAILED AT 6" �.C. ALONG PANEL ' ;� � � � _ � � � � , . � � 7 , s _ _" r . � - . , ' , EDGE3�- _ . > _ ' , ` _ `_ ' ` � ; , U - , 2.�y `��-3TRUCTU�AL �,j�EMENTS: _ E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING 3HAL�L HE �� , - ' -' ' ' ' ' ' ' • " � - � � � ' � ; �` • = IN ACCORDANCE WITH ACI BUILDING CODE 318-83. , UNILESS A. ALL FRAMING �1ND TRUS3 LUMBER SHALL BE DRY DOUGLAS FxR, � �, INSTALL� SUITABLE �DGE SUPPORT SY USE OF PLYCLIPS, ', � ' , A. ° ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED NOTED OTHERWISE ALL EXPOSED EDGES OF Cl7NCRETE 'WORK ' � COAST REOION� VISUALLY GRADED AS FOLLOWB: ' � , � TONGUE AND GROOVE PANEI,S OR 50LID WOOD HLOCKINt3 '� � ' � ` TO AND/OR SUPpORTED BY THE STRUCTURE SHALL TAKE INTO � SEfALL HAVE 3/4 INCH 'CHAMFER. USE STANDARD HOOK3 ON .�, � ' . � � � > > � � _ � " � ' SETWEEN 3UPPORTS.` , ° � ` , " ' •.� ' � ACCOUNx DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS� DOWELS UNLESS OTHERWISE NdTED. . - r ' � , 2'� �THICK - 9"WIDE ' S'TUD fb .� 800 psi - , � - , ' ;= , , , ` , - ` F / v � ` ` � ` ' • ` � ^ 2" THICK - 6"� & W2DER ' ` ` NO• '2 fb = ,1250 pS1� - 8� �ENERAL; , � T , � ' , ' � � ' °3�,. �QU_,j�jQATYONB; . ° ` 5. $�,INFORCEMENT: ` � . • � 3'� THxCK - b" i� WIDER , NO. ��. fb = 1300 psi ' . t � � ' _ ' ' ` , � � . , �� , , , _ '� ,� � � , � ` � ' � � � ' ° ' ' � � � � • . _' A...� ENf3INEER'3 . `ACCEPTANCE- MU5T BE SECURED FOR . ALL° , � � I ' ; A. THE ALLOWABLE SOIL BEARING PRESSURE �A3SUMED IN DESIGN A. ALL REINFORCING SHALL BE HIGH-STRENGTN DEFORMED �AR3 - ° � NOTED ALLOWABLE STRESSE3 ARE MINIMUt�tS `AND FqR NON- , STRUCTURAL SUBSTYTUTION3. � ' ' � ' ! � " �S 3ooc� ,ap3F. TFi� CONTRACTOR SHALL RETAYN A LICENSED ' CONFORMINf3 TO ASTM GRADE 60. ~ � . ' . `REPETITIVE U3ES .PRIOR TO ALLOWAHLE STRESS � INCREASES. � , ' � � � , : ' ' ' W' � � � " SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. � � ' � � ; -�' �•, - , - �� � ` , , � ' � ° � s ' . :.,r 'B...�. � VERIFY ALL OPENINaB THROUGH FL�OORSr ROOF AND WALLS WITH � a-�� F � � ` � . 50ILS ENGINEER SHALL VERIFY IN WRI�ING THE ACTUAL SOIL3 B. WELDED WIRE FABRIG SNALL CONFORM TO ASTM A185 AND SMALL g� p�pVIDE 1 X 4 CROSS HRIDGING NOT� OVER 8' ON �CENTEA FOR R ` , MECHANICAL AND ELECTRYCAL CONTRACTORS. VERTFICATI(3N OF, � 0 � - � . , > ° CAPACITY I3 EQUAL TO OR GREATER THAN ASSUMED. BE LAPPED ONE FULL ME3H AT SIDE AND END SPLICE3 ANDu� " , - � LOCATIONS - 3IZE8 AND �EtEQUIRED . CONNECTIONS ARE� , � c� `" � � , � , '" 4 ` ' WIRED TOGETHER. A L L W O O D J O I S T S A N D 2X SOLIO BLOCKING HE'�WEEN �4ISTS` AT , i � ' � CONTRACTOR'3. COMPLETE .RESpONSIHII.xTY. � " ' f 8. ALL FOOTING BEAR�NG EI+EVATION3 SHOWN AF2E ASSUMED: . ' � , r � ALL SUpPORTS. =FASTEN,ALL WOOD MEMBEftS WITH `' COMMON r �'� ��=� � ! • . NAIL,S �'1CCORDING TO THE UBC SCNEDULE UNLES3 OTHERWISE � � �� U �� � v I � EXACT BEARING ELEVAxIONS 3HALL BE VERIFIED IN THE FIELD C. REINFORCEMENT PROTECTION: NOTED. , , � � � , < ,� , 4 `- i C. WATERPROOF�NG� VAPOR BARRZER3, WATERSTOPt ETC.t SHALI.{ �- o � - ' , WITH AGTUAL CONDITIONS BY CONTRACTOR WITH APpROVAL OF � � T % ` '. � , . ` . � ' - ' , HE AS 3HOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDI- �m� � ' ' � $OILS �ENGINEER.� ' r �. CONCRETE POURED AGAZNST EARTH . � . . 3" , � _ , - , , - - ` �� CATED �N TNE SPECIF�CAZ'IONS. � i ` , - C. - LAMINATED ��,;z y , , . � � . . � . ALL DIMEN3IONS ON STRUCTUEtAL DRAWINGS SHALL HE CHECKED, , � � � c, C. ALL FOOTINGS ARE TO HE PLACED ON `FYRM � UNDISTURHED 2• CONCRETE POURED IN FORM3, (EXPOSED TO y+TEATHER OR D� At3AINST FIELD ARCHITECTURAL DRAWINGS. f �d'`f � ' ' �� 1'.� AI,L LAMINATED. MEMHERS SNALL � HE FABRICATED OF �- ' , � , NATURAL SOIL OR PROPERGY COMPACTED BACKFILL, APPROVED E�TH • • � • • • ' • • ` 2 . � DOUGLAS � FIR LARCN AT 12 PERCEN� M4ISTURE '� CONTENT , ' ' ` °�. � ��BY THE SOIL3 ENQINEER. BACKFILL SHALL BE COMPACTED Td s y ` ' ' Ii�i ACCORDANCE WITH WCLIB. ALL � SIZED , SHOWN ' ARE '• ` � ' " ` � � ' 95�► {MINYMUM) STANDARD PROCTOR DENSITY UNLE55 OTNERWiSE 3• SLAHS AND WALLS (NOT EXPOSED TO WEATHER) . 3/9" � NET. ' LL ' � �' . ��"`''i'�'I�-���G`� "°I�-c �u'c�c' FoR' c.�r�l�t'-�'� � t�lay.. s , • �tECOMMENDED �N THE SOILS REPORT. IF 30FT SPOT3 ARE ' ` � ' ` ` ' _ . , . � � ' , c� �oy�r-t-}�,�E n� ay��,C,t"�I�, . ° ` � � � _, � ENCOUNTERED .' REM�VE 3QIL AND RECOMPACT WITH APPROVED D. NO SPLICES OF REINFORCEMENT SHAY,L BE MADE EXCEPT AS . LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED , � � � � � FILL. (REz� ', � SOZL REPORT..FOR �DESCRIPTTON OF BEARING "��` �� i , �«,� ` R��� " " „ _ " .' " � --• _,.„ , - 4„ . , ___ .. . , . _.__,�___ _ . , ., :• 2.. ° . IN ,ACCORDANCE WI'�H THE STANDARD, 3pECIFICATYONS FOR � ��� � ' � SOIL. ) � . � � DETAILED OR� AUTHORIZ�;D BY" TNE ,STRUCTURAL ENGINEER. LAP � THE DESIGN AND FABRICATION OF STRUCTURAL GLUE ' - . J - ` ° ' SPLICES, WHERE PERMITTED, SHALL BE A MZNIMUM OF 36 BAR , � � �,��NATED TIMBER� LATEST �EDITICIN Afi PUBLISHED BY • € , , t D. DO NOT PLACE HACKFILL AGAINST BASEMENT WALL3 UNTIL DIAMETERS , UNLESS OTHERWISE NOTED. MAKE ALL B�ARS , � ' , � � FxRST, FL00R IS IN pLACE. ` . CONTINUOUS AROUND CORNERS. , ' � 4 , AITC: . , , , • I� . . , . , � � � E. PLACE TWO #5 (PER 8" THICKN�SS)` WITN 2�-0 i�ROJECT`ION� < 3• PROVIDE UNTTS, CONFORMTNG TO AY�7:'C. 117, ` 22FV8, D.F. .r•.�• • E�` _CENTER ALL �'OOTYNGS UNDER WALLS, COLUMNS OR GRID LINES � � ,- FOR CONTINUOVS MEMBERS AND CANTILEVE�tS' AND 24FV3 . � � r n � s ., ° �`, � UNLESS �OTHERWISE NOTED ON PLANS. � , AROUND ALL OPENINGS IN �CONCRETE WALL5; SLABS; �ND FOR SIMpLE� ' SUPPORT 2�lEMI3ERS. MEMBERS SHALL BE ' U � �- . • L . , �„� . � . ' . .. . , � , _ r � 4.. _ .. . _,�.�,,�.� BEAMS. ALSO PROVIDE TWO �5 X 9'-0 bYAGONALLY AT � E�ACN ` . DES2GNED WYTH ZEF�O CAMHER WITH TOP SURFACE CLEARLY � � ._- � � , � ,` F. � CONTRACTOR � fit) PROVIDE, AT NI5 EXPENSE, FIELD . DENSITX CORNER. � ` � , , , , � ' STAMpED ON EACH MEMBER. , � ` ' , � � �� � ' TESTS ON COMPACTED FILL. UNDER FOOTING3 AND INTERIOR � { ' -� � � � � . - ' � ( ! :� � Y . � � ,S�,�1H8-ON�GRADE. � A MINIMUM•OF 2 '' REPRE5ENTATIVE TESTS } F. CONTINUOUS TOP AND BOTTOM ,BARS TN WALLS AND� HEAMS SHA�,L D. PLYWOOU DECK AND/OR WAFERBOARD O j � • r SHALL BE TAKEN FOR �SACH FOOTING ANO SLAB-ON-GRADE. 8E SPLICED AS FOLLOWS: TOP 13ARS "AT MIDSP�N, BpT`TOM - t � � 4� . • , - , s , � ' BA.RS, OVER SUPPORT5. � , � , ��' � � - . 1. PAfitEU�THICKNESS 3HALL BE AS SHOWN, ON �N� DRAWING. � '� � r • r�'� G. -� NOTIFY SOILS ENGXNEER WHEN EXCAVATION I3 COMP�ETED 30 - ' ` ' - '� APpL�CATION` SHALL+ , BE � IK. �,CCORDANCE 4yITH ' � � ° G. pROVIDE ALL ACCESSORIES NECESSARY TO 5UPPORT REINFaRC- � R�COMMENDATIONS OF . THE At�lERICAN� PLYWOOD "" ` , - :` - THAT CONDITIONS MAY BE IN3PECTED PRYOR TO `PLACEMENT OF ' YNG AT POSITIONS SHOWN ON THE PLANS.� ALL REINFORCEMIENT ' ' � . � � ; � � . s � `,ANY FILL OR CONCRETE. ' , TO BE HELD SECURELY IN pROPER POSITION , ZN ACCOE2DA�NCE , � ASSOCIATION. � , , � . �!. � �ONCRGTE: ' 1 , WITH ACI 318-?7. , , ` � `� , - - . _ 2. ' EACH PANEL � SNALL BE IDENTIFIED , WITH THE � _ � ' 6 . �TRUCTURAL STEELs, ' ' . . � " ° 3RADE-TRADEMARK �OF° THE, AMLRI�AN p�YW00D � - � � rF • `A: = ALL CAST-IN-PLAC� CONCRETE SHALL 'BE MADE WITH TYPE � � " AS30CIATION AND ' SHALL MEET THE �EQVxREMENTS OF \ � � ., �r _ � , � , ,� POR2LAN0 � CE�IENT� STONE AGGREGATE � AND SHALL , ' , � ' . ` .U.S. PRODUCTS STANDARD PSI, LATE3T EDITION FOR V �` : DE�ELOP �OOO ,PSI COMPRESSIVE STRENGTH IN 2$ DAY3. " A. ALL STRUCTURAL STEk.L SHALL CONFORM TO ASTM SPECIFICA- , . ' pLYW00D. , ALL PANELS • WHICH HAVE ANY EDGE � JOR` , - � � � _ _ , � s , � , � • TIONS A36 EXCEPT PIPE COGtiMNS WHICH 'SHALL CONFORM TO SURFACE pERMANENTLY EXPOSED TO THE WEATHER SHALL , • � , ^ -' B. THF� �ODUL�3 �F EI�ASTICITY OF ALL, CONCRETE SHALL EXCEED ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATE5T 1 ' �� prt TNE �;XTEI�IOR TYPE. � • � � �`r �� , � WCi' 33`�fC' (OR 57,OOO � f'c NORMAL WEIGHT CONCRETE) . � EDITXONS. ANCHOR BOLTS SHALL BE A30? STEEL AND MISC:EL- � ` ; � • � - LANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL.' - • , � � � , 3. ORIENTED WAFERWOQD SHALL CONFORM WITH GRADE 2MW ` � � - ` ° � � UNDER ANSI A208.1-79."� , . , _ - � � ��� , < , • , � _ � , - , - , > � - V ' � , (5,-#5 �5�-�5 � � L 4._ 4,_ , - � N , �. ' ( -.� � '4 (3)� �50 F. 4•_ � � 5 � ,f 4 � s� � - _ �3�-�5 F. --- � � , � � ,2 ,2 � N -�- , ' � �5)-�5 4.5 � � 4.5 �5)-�5 � � ` � � � 4'- � 5 •12' �2�� 4'-0 ` F. �' "' � �r �t '-0 � � `� � �`" - - - - �y � a � ` 4'-0 � O ` �,. � �: � - - - - - - - - - � �..: � ; , � � �SEA. F. � `� � - - - - - 12" - - - - - - - �5EA. F. � � `� � � � � j � - \ 509" 12 � �33-�5 0 F. � F. � O , t , �2' � \ 4.5 � . .r � � � 12" �`J�_�5 r 1 ' , N �'- 4'-a �3�-�5 O.F'. � 117'-6 �5 EA. F. �: #5-E4. F. �5 FA. F. � - - - - - - - -- - - �2�� - - - - - - - - - - - 4._ , � � �i � - - - - - - - - - - - - - - - - - - - - I �5 � 9" 'n # �� 5 O 9" � v - - - - - - - - 12t� _ - �'��3�QiV��(1��!(�S�Ofi, s .C. EA. F. � 0 C� 9 �.C. EA. F. � � �A.F. �.;`.c�v�e,'��,�i�rc,,�' d M�.'s� '� E4. F. � �(5-EA. F. 5 EA. F. ' `°`civ'��`�' �°�f'� .:6 A � a �cf � f � a E+ � °' o N , � o"S� � zi: � �t � � [�� . 6� � ! 1 0 C. EA� F'. C. EA?F.� � � � �C. EA. F. 5 0 12" o ,��.a F t�.:� . ^ ;c: � 5 m -�, f� 6�l�n �J��•'4 1 � `� O . � �5 �F � :. � a°��o,���"@���,�����,°''��06� , , I "� 5 O 12" �2,0 � ✓�j°�''�oae�:�a ai�°�oti - ,•� ,•� �. F. �5 O 12„ � ea , � � 0 C. , 110-0 � EA. F. EA. F. � �5 EA. F. � ,� M 5 O 12" � ` x �s m �s° �s �. F. �s o �s�� �os�-o c. � � EA. F ,,�� DATF� 9 - 10 - 90 4-0 �5 EA. F. "� t � 3'-0 3'-0 � " � �5 � 16" 106'-0 � r ' 8�� 4-0 8�� � 3'-0 5 O 9" � � .C. EA. F. �, 8" � r .-. e7 ` � 103'-0 `� , , NOTES: 1. I.F. INDICAT�.S INSIDE FACE 5 O 12" t' ` 5 O 16" .C. EA.F. 2. O.F. INDICJ�TfS OUTSIDE FACE � ' 3. EA. F. iNDiCATES EACH FACE 3'-0 � � souT� wA�.�. ���N�o���M�NT „ _ 9g�_4 4. ALL DIMENSIONS SHALL BE VERIFlED IN 8 � FI ELD. , i. 5. GENERAL CONTRACTOR SHALL PROVIDE EXACT 1/4" = 1'-0 LOCATIONS OF ROUGH OPENINGS fOR WINDOWS � AND DOORS AS WELL AS ANCHORING DEVICES ' - FOR FRAMES ` ,a _ - 6. CONTRACTOf� SHALL CONTACT ENGINEER FOR REBAR OBSFRI/AT10N. _� -� � - 7. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS _ � . ' � OF REINFORCEMENT. �� \ ' ' -_ _ _ _ --��_I' � ,;� �Ir -�! � 1, � �J�?..t4 ,�2�' r' '�}2''' �4 ' /�u____.__________�_.._.�_____ � ___.___ 1 �1-(�', , -- ------- -- --- - _______ _..____...�__..�...._.____..._ �.__�..�_�__.��._...____�__..._�....e- - -._ _�__.. __ ____ __ �._...__..__ e_...�__ ..__w_..,. __� - -- L�—cs -- — F'l' � _______��� ___.�---- ° —.— �______— � / ,i , i �--- � — -- ` (J�!� ------ - �. 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E � ! � � T �o � � . / � / � J � ,.URVE DEL TA RADIUS AF�C TANGENr ,,*r CHOfaD CNORD BF�G � / � , � � / / � 1 75'33 '15' 45 DO 59 34 34 B8 ''55 13 , N 62'19 '52"E \ , / . � � �� � / / � � �f/ NO TE: � / / � / / � � � / LOT DO S NO C 0 / / � � E T L SE MA THEMA TICAL Y BY 67 � / � � � � / �` � / / / � �� � � — � � I � . / , / / i / / i . � , , � � � �2 . � � J �� � � � / � ,� � � � � � / / / � �— / � � � � - c (� �� / � � / / � � � � O�, � __�� / , � � � ; / � � � � ` \ � � � % � ! � f � � � � � . r ,� � � / / / ,, � , � � o \ � � \ / / ,,� \ LOT �2 � Q. o � � � , � - \� \ oo� \ , / 0 5/7 ACR�S � � � 1 60 PINE � � � \ \ � ` � � � \ \ � \ '/ / 4 � / / , . , ___ � / / � � � / � �o � \ � � .�- , ;,,;, :�_ �r � � , � � ...�t..• , r„ v,,__, , , 1 1 � (ASPEN) � / i � � r-i�-�-• ,c - �� �-�.;� � ( \ TREE LINE � � • rY�. ��•�i r_t'1 1 i�.'1 V � � � / / �n ^ _ � � / � e {� r �r r / ROCK ; � t• ►- � + / / � .�ti1 it_r-� / I /� i �. / � / , � � ' / � -� BASIS OF ELEU,4T10N ,_ / , � / , / , / p � \ I � ;� m � � a C / �� , � �� �o / / � M H B 89-B 9 I � / \ �� � (t� � , � Rrm EL 8669/5� ,� ` � / �� / I �� � i D lNV EL 8657 70 .� � � , / ` �, .... �� � � � � � � � � � S � � � � O � � / i / � � � � � � � � � � � � � O � � ` � \ w+� � � / '\ / / / \ t � �/ i � n � \ \ 1 / / / �/I / / � � � � � � , � � — � � \ , '/ / �" � . ' / ° � , � / ,ASPEN , , / / � O 2 � YP � Q � \ ' i � � (T ) � , - / 1 — 1 \ � % _ ROCK =— -� , , / , �, - - � � ' ' � . � , w � 6 � r r—CREEK /� \ � ' ,v \ , ," 1 , � � � - � � � � � �° � _ ` � � , � TELEPHONE PEDESTAL � \ ; TREE ;� � ; � (TYP� � \ � j, - \ / LlNE I � � � . � ,/_ / \ \ , , . \ \ � ---� ' ' ' / 0 X / � 1 1 / N � � I o � � � � � _ \ � \ \ �� / � ! � � .-�► --f� 1 -- � __-- � -- _-� / � � � � �3`i � o \ , � � � � 870 � � � , I � _ � �`�- -_ _ __ , , � � �'�� �� _, — - � � ,A� � � � �..: _-� -�_ S 06 ° 17 '4E '"� 212 9�1 � ' � z FND ER BQR `� —� ��, -- ' �� / '� \ + �' FND S/GN D � #5 �_.� > � �= \ I REBAR t (TYP ) � i � ._—__ � � �� �C � \ � B 5 r � P �- _� � _ _--�. � ( En� ) _ � - � � / _ - — � �l�� � , - -- \ \ � � ..� � -- — --- _ � . �� � , = ---- _----- - � � � !- "'�� �� - _r r-r r• �_____ --- �� \� � W��0 � �� '1- /1 ;, / I f �---�� .:,r�!t-'`�1 r , �_�_� ,-- -- ����\ WATER �_ �_• ; ��; � ► � � � � \\ TROUGH 6 6 , � / I � „�_ . � , � �-�'"_'/ \ \ / ,i i �-�.-� ! � / / , � � , , .� , / � o � , � _, �°� o ,�o � � � � �� � � Dete Revfe]on � � a I Lloyd W. Powers , a duly registered land surveyor in the a o sox a�e �!� �����_T1tT�����Il� surTe ioi ' 0810 NOTTINGHAN ROAD � 1i7i1 1420 VANCE ^�"�ET , State of Colorado, do hereby certity that the survey shown hereon AVON co�o eieao # . • LAKEWOOD co�o F���ig �. . was done by me or under my direct supervisian and the horizontal cao�Jeaa-eo�2 ��EIfIl�'IlIIIl�f��'�Il'Il�Ltd. (303)232-0:3� � and vertical measurements are accurate to the best or my NOTICE: According to Colorado law, you must commence knowledge and bel ier . -.---- , � w.,��.� BY 7"OPOGF�.�1pH/C,4L SURVEY �9�`oc- �, any legal action based upon any def�ect in this survey �1���-' r.�-- , ? w�thin three years after you first discover such defect. � �r� � �.,�, BY �,�. I..,,---- , In no event, may any action based u�on such defect in °''` "�-• t.��-�-�- __ _ _ � � '- BD LO T 22 �l`��'L� p,.�t.o e. ' ��.�.� � this survey be commenced more than ten years from the �ioyd w. Po�.,ers VAIL MEADOWS ��� date of the certif�cation ShOWfI her�eon. Registered L�nd Surveyor No. 1S9u1 LWP 7'���1 �F VA �L ! __ _ F2�2°j�;`.` EAGLE C�UNTY, COLORADO �"", , �,� � T , � � , _ __ _ a _ - - � ' ' � 4 + � ' f ����—� l CONCRETE BEAM ABOVE � WINDOWS AND DOORS CONCRETE COLUMNS OR — WAN_LCRETE BARRIER GLU—LAM BMS) B�7W EN , , WINDOWS AND DOORS r , � 94'-0 . , � � . - \ � � . F � \ � � F ' ' ` \ ' / \ ` � = e � � � 91'-0 . � � -� g ! ` ` � ` � Q � " �� . \ � ��a / � � - ' � �' .�. 4 � ' . ` � f 88'-0 WOOD DECK � , , \ , , � . — OVERFLOW AREA \ GRADE _ t` � _ � � , II= - IIII SP CE ''P�``�`�_ '�"" \ =111 _ -111 IIII =111 III= �� � 111= g„,, / - =11 IIII 111 IIII \ � . , t �. - � � . ! !, , \ ` � . • . � w � ^ r � � � � � . � \ , . � � . , �, . \ , S ECTI 0 N A-A (@ SO UTH WALL) � � � � , . � ?� ; � _ � \ 3/4" = 1'—0 ,c � �,,, � . � �� . � ANr���pqTE . f \ � � • • � S ��Y ' ' SOUTH WALL ` � ` � ' � N A�'ACq � REINFORCED CONCRETE \ V � �� NcyE FC ,� . Q �� � REIN�ORCED CONC. \ � � TR£ED AREA , (NATURAL BARRIER) � � SHEAR WALLS � � � ` 1i — � > � � ` � / r � � � � SOUTH WALL � � � REIN�ORCED CONCRETE ' � � , ` � , l � . A t A � � n � N �� . � REIN�ORCED CONC. � ('�{ � 1 SHEAR ` ` � - �r � � � , 1 ` � � � > 1 S UTH WALL �� RE FORCED CONCRETE � o �����--� 11 ��HIEAR WAL C C ` � ` ` � , WOOD DECK W1TH _ _ \ OVER�LOW BAS1N BELOW �Y _ - - r � ("'� REIN�ORCED CONCRETE � � \J , � BARRIER WAL� � ` . , � \ ; 1 �� SOUTH WALL ` \ - _ � � REINFORCED NCREfE � , , y , 1 � � � � REIN�ORCED CONC _•� l � SHFAR WALLS � TF�EED Af2�A.' - 1 ti SOUTH WALL ' (NATURAL BARRIER) . � _ - - '" �� REIN�ORCED CONCRETE � � REIN�ORCED CONC. 1 SHEAR WALLS _ , , . � - . • - � WOOD DECK WITH ,' � - OV�R�LOW BASIN BELOW � DAT� 6 - 29 - 90 TREED AREA (NATURAL BARRIER) REIN�ORCED COt�CRETE BARRIER WALL , • � , � � - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SNEET � � � SIT� }��AN ANI� SNOW AVA�ANG�I� _ " �,�' ' 1����1`IS� SYST�M �'�AN o , �� s�a� t� - �o�-o � 1 _ �"� / ��� ., i � � �� µ' � .. _.,u... �.+ eur _.s ..�s., e / A ` O / � ti N O I � r � � ( \ ' � 4 -�`' \ � ._- -- 1 � � , _— 1 � { \ � O � \ ��^ � �`_ W ��_� ` M �� \ �1/ � ` � � \\ ' � \� � � � � � I \ I ` -y _ � -- �-� ,qOCx � � �- - - � / _ �. / � / �, \ � � � � � / � � 10 5 0 10 20 ."'�> � _ / c� , __�, O � � � 1 9Q \ �O / ' -- - - � - / ,T ,,� \ SCAL E IN FEET / / / � 4 � � � / 11 1 / � 1s� � iQ O SCAL E I = !0 j / 1 \ � ` � � � O O , � , / � , !� / � � � . . / tiv' / � � ..URVE DEL TA RADIUS Af�C TANGENT CHL�FiO �, _ .� � �% / / � ,� �„ � � / � � 1 75'33 '15" 45 00 59 34 34 88 , 55 13 N 6^ :.. _. 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Powers , a duly registered land surveyor in the a o oox a�e r •�7 ° 3UITE ios State of Colorado, do hereby certify that the survey shown hereon oeso NOTTINGHAM ROAD ���IIl���-�t��;i���1��Il�i saao VANCE 3TG�E£T AVON.COLO 01820 • • I,AKEWQOD.CO�.O p0210 a was done by me or under my direct supervision and the horizontal ' � cao3leae-ao�2 �IEEIiIl�IIT�tt��'IlHIl�Ltd. (303)232-015� and vertical meas►�rements are acc�rate to the best ot my � NOTICE: According to Colorado law, you must commence knowledge and bel iet . " W�1pmtl py A'a]�CL No any legal action based upon any defect in this survey j ��`r;;'n��.- TOPOGRAPHICAL SU�VE� 90022S � within three years after you first discover such defect. � �� � � ' • ' �..�„y o,t. I..�., In no event, may any action based upon such defect in � =' `'� t^'. ' a,�-1-- _ _ G''o`%�'' � BD LO T 22� 6�4�90 � thi s survey be commenced more than ten years from the �1 oyd w. Powers �^•��•� ey VA lL 1��lEAD�WS 5ci1i,, �, Re istered Land Surveyor No. 1S9u1 LWP ` � date of the c�rtificat�on shown hereon. � 9 � �,_ TOW✓N OF VAIL _ _ ".'° �°°` °'.` EAGLE COUNTY COLORADD ` 242 37 s , y .w. .� i ., � �. - \ , � � ' t i oo -o _ - _ ___ ___ a� � _ r r� , f _; c� CONCRETE BEAM A90VE � -� Y WINDOWS AND DOORS - CONCREfE BARRIER CONCREfE COLUMNS (OR WALI GLU-LAM BMS) B�Y✓EEN ¢ � WINDOWS AND DOORS 1 i J �� � ^ 94'-0 �' \ . \ , __ ' � ` \ � � „ . \ , `, J ,,_ / 91'-0 � , � . � ' \ ' ` \ � ' ` \ / f 88'-0 WOOD DECK �' . \ � OVERFLOW AREA r ` \ '� GRADE CRAWL- =111 ��= _��� ���� ���� SPACE � � � ` \ _ _�� ���= -��� ���� ���— \ ��� ���� ' � r ` \ ��� \ � \, � � \ SECTION - � � A A (@ SO UTH WALL , ) . � � ' _ � - _' \ 3�4�� = 1�-0 + � � qn,r,�iPq rEo S _ _ — � . \ � � NOW , 1 � .�.� Q q�A�N�yE F �� R�NFO CED CONCRETE ` \ (�� „ Cp � � � ► r , !�' �`� NATURAL ARRIER ,� SHIEAR �Iq D CONC ` ` \ � � �,j '' � ) 1 _ _� S > �-1--L � -� / � � SOUTH WALL � � � � , 1� REIN�ORCED CONCRETE , � � t � c� v � A � A ' � , , � N � , r - ` REINFORCED CONC � � _."•'-�`- G SHEAR ' I � - -� � - , , � , � t S UTH WALL � � 1� RE FORCED CONCRETE � � , �-��-��� � R�IN�ORCED C C � � WOOD DECK W1TH � J _ �HEAR WAL . � � ' OVER�LOW BASIN BELOW � - � � � r \ , REINFORCED CONCRETE � , o BARRIER WALL � ` r/ 1 \ a--l--�- , � � SOUTH WALL ` ` � � �� REINFORCED NCRETE � ! ` � , 0 1 � t REIN�ORCED CONC � � � � SHEAR WALLS TR�ED ARF�4 - � (NATURAL 8ARRIER) �� f _ _ - - � �� SOUTH WALL � � REIN�ORCED CONCREfE , � REINFORCED CONC. ' SHEAR WALLS _ 'r _ � � � _ � , ' WOOD DECK WITH OV�RFLOW BASIN BELOW � DAT� 6 - 29 - `l0 TREED AREA � (NATURAL BARRIER) REINFORCED CO�ICREfE , BARRIER WALL , � � - - - - - - - - - - - - - - - - - - - - -r---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - � ' SN�ET � SIT� }��AN ANI� SNOW AVA�ANG�� � � � D���NS� SYST�M }��AN � - sca,� 1� - �o�-o ;_ v D� � i� : C�2 �, � � - - - ..c: �--�-�--- �- ,.. ��.,_,._._..._ - -�-�------ _-- � -�- �--' ���— _...� _ �- , � 82'-0" -- �. .,,.._,�..w., _��....�,... . ., 10'-0" 7'-0" 48'-6" 16'-6" � , 8° � � � ' 23'-8" 13'-2" 14'-0" 13'-6" � 1 ,� - 'f ' _ / � , � �-- r i - � � \ , i � � \ , � � , � � (110'-0)� � ' � � ' � � � �� "- ` t � � � � � � � � � s 0 ' � \ 4 1 � � � � � � \ s � 56 � � I i � i ' i ' \ � ' [119'-6] � � � � � � . � i i � � � I ; � WALL STEP / � � ' � ' � � 2'-0 \ � � \ `3� _ ' 'R � , � � � _ ��� \ � / � `° � ,_, ' � � � � (' � � � (110'-0) a� �' + � � �i � '� � � � � � � T'" � \ �/ � i� � , i i � � \ c / 1 F'� \[��7��V11� i I � t ) • � � � � / � � � � i FTG STEP �� -'d _ � � � \ �o., ` � � � � ' � � ' � I � ° �125'-6") WALL STEP \ \ \ „ �-^-� � y � ' (110'-0) \ \119'-6 ] � � N ,O / � i � ' ! � i � / I j 13 d` "'`— — — — — — — — — — — — — — — — —' � \ \ � „ '11 ON f �' � � S6 + �� 113'-6 56 .� � � � I 2'-0" � ,� I - - - - - - - - - - - - - i i � WALL STEP o \ � �'-0 WALL STEP L q FTG. 5Tf P ' ' = 108 -0� � � � � � FTG STEP ° �•,��.�.... t I � ;•� � � WALL STEP � � � / � i � i 2'-0 WALL STEP L _ iv I I cv tn a)� , � � � WALLSTEP - - - - - - - - - - -� � ` , �- - - - - - - - - - - � r' v0 � � � __�.___ �_._.�__________. _____---V__,__� �,__�. ----- � � � � � � r- - - - - - - - - - � - - - - - - - - - - - - � OmU . � � [RE S8]� � � [RE. S8] � ' m I I S6 � FTG STEP � `n � WALL STEP 11 (110'-0)� � r-o I � (��o�-o) �� o�' o I FTG. ST �, r'`` � � T 0 WALL �� � a�Q � � � - I � � �I S g - - �- -, J I E L E V A�O N � � ''�` � (RE S8] ° �n I 4'-0 X 4'-0 X 12" FTG RE: S8 co I I FTG STEP I (`'' � W/ (4)-�5 FA. WAY � � I ' f � WALI STEP � L._. - - - - - � � � �O >>s._���] (�os�-o} _ N _ _ J � I � �� � N� -� i FiY . .._ .. ,... _e ,.... ......_.._ v ......_._. ,.. _....���___ _ � � � � � � � � _ I S6 rZ�_O�i � r• I � � I � �;'�� I I I WALL STEP � � � o i ` ' � I i - - - - - - �106'-0) � � - � _ _ � _ _ i I �- - - - - N � � { F„i i � ��,, �MI `� � I �i 3��p��X 3�_W i I � I � � "_'-- -°,...,- �'I � WALL � 1'-0" 'n � SLAB EDGE (3)2�5 EA. �I I � I ( 1D 3 1/2" DEEP 3 1/2" DEEP I� �03'-0 - 1 L BEAM POCKET BEAM POCKET I fTG STEP WAY � � I I I � ( ) � I[RE SS] ;I I STEP � FTG STEP �� , I _ � � WALL STEP � I 2 -O `�' (R 8'S)I 4'-0 X 4'-0 X 12" FTG � � I � [�(1035 454, � - , 1 ' , o I 1 1 a, L � W/(4) �5 FA WAY � �{� � I � I N � i I S6 � 1 WALL P � I I � � � - - N I111'-6) _ J I �G STEP � L I I � I � o a. � �' -6�_g - 1 � I I � 'i � — - - --- - -� I ( I N � � I I � - - - - 16'-6�� � I , ( � � � i � � ( � � _ � � I O 4' OX4'—OX 12 FTG � _ I � WALL STEP � � 4'-0 X 4'-0 X 12" FTG 1 I � I W/ (4)—#5 EA WAY � � � ° ( ( �� � W/(4)—�5 EA. WAY � (100'-0) J � 2 X 6 � 16" S7UD BRG WALL - - - - - ( I � I r\ - � � 1 1 M I � � � � � ,�� � � �� i t s � i6 L - - - - � � 8 7YP S6 �_F � ss � ss J I S6 � [108'-3], � �� � S NP S� I 1'-0 - - - - � r � � � � I I I 8 " � S6 �P � I I_ � � WALL STEP / / � � \ _ , , �' , � S6 � ) � � r -1 _ 1 _ � � a = r - - - - - - �111 -6] - -I � � � 8'-33/4" Z._� � � � � � � � � l , ao _ ' V � � � I � � I � � � � 2 3/4" --� - - - - � �n � O `! h I — — — ._ _ — _ — _ _ � _ ' � _ — — — — — — — — — — — — — — — � � � � � � �i � 1 � s�-i i/4 , � 2�-s x 2�-s x �o�� � � � � , Frc w/��-#s � � » -� � ; � I I - - - _ 1 1 � � � � wa��. EP � 8 � I 4'-0 X 4�-o x �2�� �`cH w � � � ss � r-o�� f- - - - - - s Foonrvc w�(4)-�s r-o�� � � � O � I � � SLAB EDGE S6 Ss ` EACH WAY FLOOR STEP � � � o � I � � � � � ' � i I � � ' � (103'-0) I I o � � � � � �Y ._�-,,, °'---�•,,,� . .-, � 4�� SLAB ON GRADE ON `-' � � v 4" GRAVEL BASE REINF I ' I � z � I �r'�'" � �— - - � Frc. STEP i � r, ,; � w�s x s w� 4 x w� 4 f � I � - - - - - - - - - - .� I o :'`"`�i�: ___ - 14 - W W F OR POLYP FlBER � �^ � � I � WAIL STEP �� I � r - - - - - � N `� ' ( I N ' � �- - - � �, � S6 I 1 WALL STEP � I � 15 � ��, RE ARCH. if~ S6 � 104'-0 � I o � � i � , � � ' S� , , ,._.�• ., � , �, . N � L - [10�999 4S4"l I ' I I 2'-0 1`fP � � r.�.✓",-'' 16,� 6 0 � � � � t ' ' - - - - - - - - - - - - - - - - r' _ ', I - - - - - - - - - - - - - - -- -� I ; I ' �,� 23/4" 23/4" o ° 11 , . � 1 � i ° � Ss � N � ` , I - - - - - - - - - - - - - - - - - - - � � 2X6 � 16" STUDBRG WALL _ � � � � SEP I / �-4—i � � �— — — — — — — — — — — — — — — — — I I o , WALL � � O � N � � � r - - - - �104'-� I STEP � I FfG STEP [108'-9 3/4]� � - � � � ( , ' muntt� � i Frc, s7�P � �o��-s i I (ss -4 - - - - � I I , � ,\ _4� � � � o � � �— '(own of Vai1 Com � � � i' T C� 1 I I �. �i _ I I I i 1 I - - - - - - - - - � - - � pevelopment F�re � � �.00R I � _ i I ' . ��.��r 2 � � N � � Bulld Heaith O sa � � ' i - � � - � srEP � 2 x s o t s° sTU� � Frc � 1 i I ss I I o L [i o��-o) � ► - Plan o ` �_ . 1 . 1 ,._ .._.. BRG WALL �;, STEP _ � 2 1/2"� I � - - G ON �, _ I � � ❑ � � 1 i, 1 � � � � � _.__ WALL STEP WALL STEP I I � ���GRAVE�- 8� I I � qp��OVB� � ❑ ` � � y _.. . /�i� 2 �/•}".__ __ _ __ 6__� ?'`� �/2., 1 I z,_a„ � - - - - - - ��oi_-4] - - - - - - --� � - - - - - - � � 0 O J � ��� �� �� .�.4�.. � �fc�� �M���CK�� f 1�'• _ � � � O�n�V � ' � , ... .y.. 15 � I ( � -- - �-7 - - - - - - - - - - - - - - - - - - - - - - - - .,� ,a �; �� `'''` ,,���'�"���E`1�L���/PqP�p,, < + �t � ( S6 r t �„ GRAVE�LNBASE RE NF � "� I I s'' I- - - � I G7�- :, , - J il�.���y=��' r_� � �, ;�, �� �, ` .., ;.�j >'' �.�;:;,�-,�-`�t��,,'r, 1 i �� ( G'� �� q � � 1 �` i.:�'�r y � _� .�.iil.;s`'r �i��,e � i � --� � W/6 X 6 W1 4 X W1 4 � � � (96'-0) S�L 3' ` ,� � �.s^CCi'�� {"4 „t'� :>`� L��` v ���v;A. � I s W W F OR POLYP FIBER '--- af d� „� N`";`` ~ ,%' '� ° '` 20'-8" 6'-0" � ,ffS�te. r _ � � � � � c <` a� ' I , �y` `� � � � � ' � I �s° `'� .�-,-_, � S EP o The�'�ance or grani�nbe �`�st���6dt11e pra�i`��3i�s ��':sua�c�~o1 Rry a � � ���.n _ � : � ` WALI STEP 1 I `� I cclfications of any The I WALL STEP � anY�1 not the � S and other t�e A��^aF:�,, 4§ � �",�> t (ss�--o I . � 4 nP � -s TMP _ I �p roval of, violatian �risd�cat�on. data s1�a11 � , - �� � � � ° � ., -- - --{ - � �4�-4� aPp othe� ardmance °f S ec�i�cat�on iter reQu�r�n9 �=::=;�,.,., .•.,9 . - � � � � „ a r �--- _� �� � ss � or of anY Sed upon plans. P from therea 5 and ome :• . , G,vr.t�E������ RE ARCH. f WALL ST�P � � '�^`` , ��'F N � i s o � , � � � � �oo�-o � - - - - - - - - - - �' - a perm+t b t the bwld►n9 �fticia`an , S t►on o d ��`,;,��� 0i� . iti �'°`''yf s- � � �' '""3 -oK '.�-o �.IL .Lt� � � - - - � I 1 I o S peC � ��� s��aats��a.l,. �..� � � -rG � � I I � I � N cor�ven of errors �n sa�d P fi ••t W � /�` t►an � � `� � � � U � � - - - - - - - - - - - � �ta' ,, r� � — , EA W� — — ..: — — — - -�— - - —1- � � � I i [�OO�-�O] � I 6 � - - I I J I _ _ J - �p,TE �ti�,�" � _ — � � ` r-, _-� i i� ss i � — �9� -o� �9� -o� M DATE o - 30 - 90 I I �, � I I � � �� � I � - o I I • � � � I � REVts� 9 - lo - 90 5 � i � A� F�,I �"".�. � � - - - - - - - - 16 - - �� 9 - T7 - 90 Ss � � � � �o - - - - - - - - i � 9 - T7 - 90 I I I I `c�'c� � i 0�=0] � � �6�� � �s�� m o � � 10 - fl - 90 a� 2 � �� � � WALL STEP � � � I�-2�-`j o �� I ([102'-O] � NOTES [100'-6] � � � {�`1.,,q S6 � � °� � 1. DATUM ELEVATION 100'-0 = 8674'-0" . I I WALL STEP � �`- -" 2�� �, WALL STEP I �(96'-0) I_I L � � � ' ' ti � � 2 [ ] 1NDICATES T 0 WALL ELE1/ATION I - - - - - - - - - - �� - � - - - - - - - � I � � I � �� � I _ _ _ _ 3. ( ) INDICATES T 0 FOOTING ELEVATION , - - - - - - - - - - - - - - - ' - - - - - - - - - � — — 4 SEE S8 FOR REINFORCEMfNT OF SOUTH WALLS S�ET 4 9�� �96._Q� t 9�� ' � � �. ' � S CONTRACTOR SHALL VERIFY ALL - S6 I � FOOTING AND WALL ELEVATION CHANGES o ,� ,-� � � � , WITH ENGINEER • � - - - - � , � �OUNI�ATION ��AN 5 � � �(ss�-o) �� �,.�`"�`'' (ss�-o)�— L — — — — — � � � 2 3/4„ � — �— �— — — — — — � — I 19'-1 J" 7'-6" 9'-7" V4 1� � � — — — — — � � _ � � — � 21'-0" I— — 20'-0" 37'-0" 4'-0" � - —' " 82'-0" �/ _�� - . ��� ' �, . . � � �� � , s . � � � � ` _ _"�°�_ _ �1 t �- w � � � �J �t � � > � / ,5 � - 5� � . (n , BOLT STEEL BEAM 3 X 10 LEDGER W/ 3/4" f� � h, F , ' TO NORTH SOUTH 3fl X 8" EXP. A � 12" 0 C O WALL W/ (4)-3/4" X 6" w1'Z-x , U ' EXP. A. '�' , 15 �� x � � Y `O x g� 3 �c � � - ,° �► 2 X 10 O 16" �' •i" i � - , � ' , � � � � ' � x 30 �y� '_ o '` ' ' w�2 3 X 10 LEDGER W/ 3/4" � � � � � ; 13 X 8" DCP. A. � 12" 0 C "F� � ' _ O � '� �. S6 W �o .- . _ � N m� ,-. � 3 X 10 LEDGER W/ 3/4" f� 3 X 10 LEO�ER W/ 3/4" f� O y� ' � X 8" EXP A O 12" 0 C. X 8" EXP A. 0 12" O.0 � V o ' , �'Z � Q r fn L'p , 3 X 10 LEDGER W1 3/4" f� � Np � j v ` _ • X8" OCP A � 12" 0C, m 2X 10 � 16" � p ' � 13 xa� 0 ' S7 mmV ` _ ' � 13 � 2X 12 � 12" 2X i2016" �� o ' 4 F S6 3 X 1U LEDGER W/ 3/4" W d�Q , , X 8" F.�CP. A. O 12" 0 C. , •, ,� - 2 X 12 O 16" ` , 2X 12016" � � , a 14 1 17'-6" 8„ S7 2X12 � 12" 7 ` ' , � ,� ' • ' I� �> 5 1/8" K 12" G L OR (2)-12" M L � � TS 3 X 3 X i/Z" DIAGONAL N (2)-2 X �2 (116'-6) � ' BRACE � " � o �� CONC WALL BELOW f�L00R , STEP � � , —� 3X10LED RW/ 3/4" 9� 2X12 � 16" , X 8" IXP. A. � 12" 0 C. � 111'-7" � � 2 X 6 0 16' BRG WALL ^ ` STAIR � \,j ` 2 X 10 � � ,6„ 8 � o , � s� � � - � . � � FLOOR � � .` , 14 �P � � , , BM POCKET BM POCKET _ S� 2 X 6 � 16" BRG WALL - � +' � � � ' � (6)-2 X 6 COL ° (2)-2 X 1 Z 2 X 6 O 16" BRG WALL t ` � »,` ' 3 1/8" X 10 1/2" G L. 3 ' } 3 X��10 LEOG R W/�3/4" � 'n 5 1/8" X 18" OR 3 -16" M.L cv � . - X 8 EXP. A. � 12 O.0 � ) ► � , � • � (110'-7) 2 X 12 O 16" � � � . y � � :' 9 � � O ° � 2 X 10 O 16" - � ' S7 . 2 X 12 O 16" (4)-2 X 6 8M POCKET R ,� < 6 3/4" X 16 1/2" G.L OR 3 -18" M L COL. � + 1 , r STAIR 1 12'-1 1 1/4 � �.J , 8 (4)-2 X 6 ,.-'� � _ ' n � 5 t/2„ COL 3 S� � N n m 2 X ,2 � ,6�� = 3 X 10 LEDGER W/ 3/4" ¢ �-00R � - �, N � r� " , X 8" IXP A. O 12" O.C, �EP 2 X 6 O 16" STUD BRG WALL .� ` ' } ' ' , �� � N Q r. ' (2)-2 X 12 113 -0 � , COL N j BM POCKET � � ' . UP ONLY � z -z x �z x (112120)M L � ._.� . � ti f . HEADERS IN THIS � � O � N BEARING WALL ;SHALL 2 X 12 O 16 - .� F� � �f, � � r 2 X 12 O 16" �^ BE (3)-2 X 12, 7YP. 2 X 6 O 16" BRG WALL 2 X 10 � 16" ! �� �w� � � � � � # �� � E�'_" � v WALL BELOW SIM. �� �� O y r ; , �y��`�1`°�,� � �' V� I L S� S, - , . ` N � . �r . BM POCKEf x (3)-16" M L P ONLY P ONLY P ONLY 9 , „ �Y---------� - ---- �DAT � �U '� ' N �os —o . S� N � UP ONLY UP ONLY (3)-16" M L. UP ONLY UP ONLY �,�H FRAI�E G L j ' -- ------- --.-_._...__ E-��. �_ 5� , 8)-2 X 6 COL. °- � " SIMPSON - � � � HGLTL HANGER ,�,�s����OS`��L��l��!'i. ; �� , � 6 3/4" X 16 1/2�� G.L. 0 O 16" ~��\�, �,`"'4���,�`�`�'��^'�, ` ' . N 2 � 12 FRAMING NOTES• �� ' ' � (108'-11 1/4) O 16�� ~ �oQ e�� 4# , 2X 12 �116" O.0 °g:.• v 1 ALL COLUMNS SHALL BE 3-2 X 6 UNLESS OTHERWISE NOTED. �y - �� ' A SIMPSON � �,�' , '� � § 8M PO HU HANGER 3 -12" M.L CONT 2 ALL BEAMS AND HEADERS NOT OTHERWISE IABELED SHALL BE (3)-2 X 8 `��',��iL� � ,c��°'� . ; (3)-12 M.L. 108'-11 1/4 ) ,�,�`. : ��-�i � ' ' " �� 6 3/4" X 22 1/2" THIS LINE `�:^`��"�`/viJf.LE`�^� qi �,°y � 3 A�l BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM, SHALL `3P,�`���=���`,���`4° ° 2 X 1: O 16" 0 C. USE SIMPSON NPE PLATE CONNECTORS, UNLESS OTHEWISE NOTED OR ; �r�4'sat►�� ��` SHOWN OTNERWISE ON DEfAIIS PROPOSED SUBSTITUTIONS BY '" , �� 2�;S�2 4)-2 X 6 COL. 4)-2 X 6 COL 4)-2 X 6 COL CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION ` 13 4 PROVIDE SIMPSON HUTF BEAM HANGERS WHERE BEAMS FRAME TO � S� S7 (3)-2 X 12 9 SIM. FOUNDATION WALLS BEAM POCKETS ARE CONTRACTOR'S OPTION AND DATF� O - 30 - q0 ' � .� 2 X 12 � 16" — - - - - S7 ARE REQUIRED TO BE 3 1/2" DEEP R���„ e� _ �� _ eb - 9 Y, (3)-12' M.L � 5. FLOOR ELEVATIONS SHOWN ARE AT TOP OF PLYWOOD - 9 - 17 - 90 � . . FLUSH FRAME � , ,', 6 ( ) INDICATES TOP OF PLATE OR BEAM ELEVATION � 11 `_ ` � , S7 '� ` � (108'-11 1/4") C0� COL, f ' , 5 1 " X 22 1 " G.L P ONLY P ONLY - , 5 1/8" X 13 1/2" G L , � t { UP ONLY UP QNLY UP ONLY _ ' COL. COL COL. (4)-2 X 6 COI. �T � .� ' � 2 X 8 � ,6�� ��V��. T�n/O � .,� �� ; 8 3/4" X 12" G L. ` " , �fi�AMIN� fi'1._AN 3T�. . (4)-2 x s co� (4)-2 x s co�. � � v4^ - i�o - ' . . �y � ti � l • ' Y� � � � r , � "� 1 � � y , ti , r d + � . � � r ._...,. _ ..w.,. W._ � r • # � Cy i � � � � ' r T W I � � � T' � � v' � � T� � v' V l ' / � OM , O , I U � � ' � - ` '� � � � � . _ o '� r� � � �.LJ � >O • � m� O �� � �� � �U p C� �rn �o - � � . e r D_ X � � " $'� O m C.) . m ,W C O� � ,_ a�a - _ , ° � OPEN 8" (4)-2 X 6 COL I� . 5 -2 X 6 COL , ONLY � � OPEN _ (3)-12" M L. _ _ I — — � WALL ABOVE � '� � STAIR O , 2 X 12" c� p ' � ` � 16° � -' OPEN � � m m � � � � x g N � , SIM � � S7 � (6)-2 X 6 COL. � . UP ONLY �3�-12�� M L 6 2 X 6 COL. � � ' CONT. THIS UNE � �- ` � s WALL ABO'VE �_ FLUSH FRAME —_ —_ — — — — ` _ �(12d_6 1/4� — — (121'-11 1/4) (6)-2 X 6 SIMPSON HUC ° T O , � — — — — — — � COL HANGER x / (3)-18" M L — — — — — — — N �L—. � . I (X � � � � � 1 I�I M � , � , � Q o ,2�•_��� '° > V 2 X 12 S� � o � � 12" �, I STAIR � � ia 2X 12016" OC � ^ � � � , N OPEN x N � 2 X 6 O 16" BIRG. WALL BELOW 3 N � (6)-2 X 6 COL SIMPSON � X �,A.�.,_.,�,o.,.�.,�_..,,_,4�„m.�o,�,,,.«�., Y � HUTF HANGERS OVERF E OVERFRAME o _ 'It THIS AREA THIS AREA FLOOR w `j � ��''� �`�' ,.Fj ` � �'�e� � � ``� STEP ,� € �� K„�,� _::�' ��'' � � 3,��2�� M 4 �22��011 L � �� 5 Y � h S�' e J N � � �- � G_�-�a � �: � °�:. ��� O � r- 2X 120 - � N ' a � ? X H � ��� � �" ��� I L. � � � � � � STAIR ON � 3 -12" M L S7 FLOOR (6)-2 X 6 COL. `� � O � OOWN 5 r,,� SIMPSON HL46 � 6�OTCH I S7 ����---,------.----- ----- � W (2)-3 4�� ___..._...----.--._�_..__._...__.oAT�._L��:��� BOLTS EA. LEG IMPSON 118'-0" (3)-2 X 12 (3)-2 X 12 (3)-2 X 12 ; � � S� HHU HANGER --� a ;,�,�,„,,,.,, NOTCH TOP 6" I 13'-4" � i (4)-2 X 6 COL (6)-2 X 6 COL I ; - - - - - - - - - - - - - - - - - - - - - - J � ,,���`'�pGfd�l.D';�"��, OPEN � 2 i 2�2 — — —WALL ABOVE — — — I — — — — — �I — — — — — — — e ,,, > ,�r�;'�o�� . UP ONLY ��a�L��,�ry�.,'���,,a;O��(?''.. x 2 X 12 0 12" (6)-2 X 6 FRAMING NOTES ��� :�� o e ; � u o�� � � 1 ALL COLUMNS SHALL BE 3-2 X 6 UNLESS OTHERWISE NOTED �- � `� � -' � R1P 2 X 12 JOIST � �.�'��` �`w°L�: � � -� �RENCH BALCONY 2 ALL BEAMS AND HEADERS NOT OTHERWISE LABELED SHALL 8E (3)-2 X 8 ,�,�,�Q,���,� ���a Q�. o �°s�. ���ro„�.�sa c;. >� °��':a $d�,ASd� �. �o � � I �' `° ' 6 14'-4" � 6'-4" � 3 ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM, SHALL r�'e;���iac�����,``', r' �` ri� x S7 USE SIMPSON NPE PLATE CONNECTORS, UNLESS OTHEWISE NOTED OR ^ ..� N SHOWN OTHERWISE ON DETAILS. PROPOSED SUBTITUTIONS BY � " � � 1 CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION � � 20'-8" � � � 4 PROVIDE SIMPSON HUTF BEAM HANGERS WHERE BEAMS FRAME TO pAT� 8 - 30 - 90 � FOUNDATION WALLS BEAM POCKETS ARE CONTRACTOR'S OPTION AND ARE REQUIRED TO BE 3 1/2" DEEP. �ID, e� _ � _ c� (3)-2 X 12 (3)-2 1 Z (3)-2 X 12 5 FLOOR ELEVATIONS SHOWN ARE AT TOP OF PLYWOOD. 9 - T7 - 90 2 X 10 O 12" ' ia 6 ( ) INDICATES TOP OF PIATE OR BEAM ELEVATION `fi 7. CONTRACTOR'S ALTERNATE FOR 2 X 12 fL00R AND ROOF JOISTS SHALL BE 11 7/8" TJI/25 0 fQUAL SPACING (6)-2 X 6 COL 51-�ET 13'-4" �� V �� T���� �i�AMINC �'�AN � � ,.� . ,� y_ y J . � / L _ � . �� - . -�� ,,..._.m _ . � .. .�., ...,�..,� , � � r t . *� . . r . � � � � � -1-� ` _ (� '' '�, . ' � t� " � Q � , - "� � -F-J � , .. � . — � - (n M w g, � r � � � � � U ` , , ° , � _ � � . , � n . .� , � 37'-10 1/Z" 26'-2 1/2" 5 1/2" (U _ ' ` _ � l� h = 13'-5" � ` , , . 5 1/2" 10'-2 1/2" � 20'-0 1/2" � p x f�= 3'-7 3/8" ' � h = 7'-1 3/16" •� � � ` , ^ W �o . , . � � 2X 12024" � m� ' •� �' 2X12 � 24' � �� � ' T , J� � U p -r , � � �M p � �o ? � � .- F 1 0 . . L2�-2x �2 x � X � 0 . _ , . o m(� . 1211 r�i� m � � STUB COL FROM `� W � _ '� SLOPED M.L BM. ' tD O� j ;� TO R1DGE BOTT OF JOIST 3 �-d'Q . , , . (131'-9") Np. ; S7 " �` (4)-12" M L. ' - , . 1N JOIST � , � ` SPACE � , , � S7 (2)-2 X 12 � 12" ' � , ,�, 2X 12 � 24' � _' - � (120'-6 3/16") 2 X 12 � 12" -' - WALL = 8'-11 3/16 � ^ + � ` , � -- BOTT. OF JOIST � � (4)-2 X 6 COL I� _ ` ._ 124'-1 9/16° � � , x � � _ - , , � `�' ' M `� , � , 2 x �2 � �s�� , ' 2X12024" 2X12012" � „j ' �- (5)-2 X 6 COL � } t � �� � "ao� � ^ O , � ' , _ , x° 3 � L � . , � , ' :� (124'-7 13/16") � � . . �v � WALL 7 - I i=�/I fu" � , � m � - � (5)-2 X 6 COL S7 � � „ , t ' �� � , � , " � . � � � _ . N (6)-Z X 6 . COL. ` � O x �� ti 2X 12 � 16" , � (6)-2 X 6 COL � � � �- F ' S7 " BOTT OF JOIST x,� 133'-11 3/16" ' ' , � � O . " 2X12024" � ' ` . , � � � V , , � � C� v.v.! , ,�._o.� . X � � p h = 6'-0 1/4" � " ^ ,� , � � � � 2 X ,2 � 24�� N N I �4-�i---- � � 2 X 12 � 12" � v 2 X 12 O 12" ('�� -6 ` `1 t Y Q _ ;, (6)-2 X 6 COL. , S� �''� � � k t. �' {1 � �� g � � y � N�ti � r� ;.� �� ` '�� '� 4Mr�2 � � .� �,��' .../� ,•. � 1�� _ � 4 �°� �. � � . W � o � x � R RAM S� ` / " ' N , � _ � -� �� ,� � ;�' �1� ,�� ! � �/ � - � � � � � � � � . •., •- � 2 x ,2 0 ,s�� � I x � (a)-2 x s „ 1� ----._...._..._-------------DATE 4�1����------- ` . = � COL. (126'-0 '13/16 ) � ���------•- � � ----•--- , TYp 3 ''``� v (3)-12" M L WALL 13'-0 13/16" � -..�.-•,,.-. -- , _ �.,.,,�... S7 °0 . (6)_2 X s _ BOTT. OF JOIS'T COL. ' �o�s ►r�t � , , ...] 128'-11 3/16 �ea����ra � b;�� �Oi�ALJ �r'a �� = (6)-2 X 6 COL. cy�,,,� ,�o �o�U,'�, , � ' �`��� �' ����,°y���;t�r ' 2 X �2 O �2 N , _ FRAMING NOTES: e'' e�� , 2X12016" u ` - � a ,� , • i"' 9 O..y� 22'-2 1/2" 4'-0" 1• ALL COLUMNS SHALL BE 3-2 X 6 UNLESS OTHERWISE NOTED. � 2X1201Ei" ` � �h = 7'-10 3/8" 2. ALl BEAMS AND HEAOERS NC{T 07NERWISE IABELEO SHALL BE (3)-2 X 8 °�,��k�� ��'sq � � 00 ~ � _ •°�,�o��"'Ee�r4'AL G�����'`�s```� � 3. ALL BEAM TO COLUMN CONNECT]ONS, BOTH TOP AND BOTTOM, SHALL + .�����z . USE SIMPSON 7YPE PLATE CONNECTORS, UNLESS OTHEWISE NOTED OR �`r�°ffrdtceca������ � + SHOWN OTHERWISE ON DETAILS. PROPOSED SUBTIMIONS BY - (124'-4 1/2") CONTRACTOR SHALL BE APPROVfD 9Y ENGiNEER PRIOR TO INSTALLATION. (119'-3 9/16") � , WALI 6'-4 1/2" ' � ` WALL = 10'-3 /18' � . 4 PROVIDE SIMPSON HUTf' BfAM HANG�RS WHERE BEAMS FRAME TO FOUNDATION WALLS. BEAM f'OC]C�TS AR CONTRACTOR'S OPTION AND �A� � r � _ � . ARE REQUIRED TO BE 3 1/2" DfEP- RE1/I�D• 9 - 10 - 90 ' 2 ,`, � (6)-2 X 6 COL. 5. FLOOft ELtVA7lONS SHOWN ARE AT TOP OF PLYWOOD. 9 - T1 - °10 � N , - " " � 6. ( ) INDICATES TOP Of PLATE OR BEAM ELEVATION. � - �- � x . N �= 7. OVERFRAMJNG SHALL CONSIST Of 2 X 4 STUD WALIS � _, . � PERPfs1D]CUTAR TO ROOF JOISTS ON TOP OF ROOF , , •. SHEATHING. � _ , 8. ROOF SIOPE IS 4.25/12. ,y� (6}-2 X 6 COL (6)�2 X 6 COL �� . . .s4-&�� , � ,2._,o ,��� 5 ,��� �o o� � � � p = 4'-6 3!4' ' , 20'-0" , , �i�AMl1`IC �l-AN � � � � 2��-z ,/2'� v4° - t�-o 0 h = 9'-7 5/8" � � . .. + , , , f ' � _ � � � �— _ _ — - -- -- -- _ - - \ . ., . w_....�.� � • ` 2X CONT W/ 3/4" � 4" SLAB-ON-GRADE , NA1L SHEATHING W/ FLOOR SHEATHING DIA X 10" A B ON 4" GRAVEL BED ? (2)-NAILS � 4'-0 O.C. � 2'-0 ` FLOCR JOIST � 4" S 0 G ON RE PUW � 4" GRAVEL BASE 2X CONT W/ 3/4" � � ` OIA X 10" A B v RE PLAN VARIES (4)-3/4" f� X 6" � � 6" STUD BRG WALL EXP A 3/8" X 9" X 12" � � � � 1�-� ANCHOR Pl. � � � #5 CONT 2 - #5 CONT — - I poc opo � � � �m°�°�d EXTERIOR CONC • (n r7 1 J2" ISO JOINT � WALL REINF. RE � O � MOISTURE BARRIER SECT � �TS 3 X 3 X 1/4" O � 4 S 0 G ON op�00�0° 2 X TREATED W/ 5/8" f� � 4" GRAVEL BASE �pp o•00 •- X 10" A.B � 3'-0 0 C \ � \ � 2'-6 #5 � ]8' 0 C HOR • � � 1 1/2" ; 6" i � t/2° 12" ' _ • �� FLOOR JOISTS 4�� \ \ #4 O 16 0 C o RE. PLAN N \ ' ,L _ _ 2"X4" KEYWAY TYP � � ;t (4}-3/4" � - -- - - - - - - �- o 00 0 5 � 18" OC VERT � � - - � Xg�� 2 6 8" � o°OOoo°°Oo � III III= � �, L]p EXP A � � _._...a��. � - — — ' — M . o. •� � 18" �3)-�5 iv � ���� - � � REINF Rf: SECw3/S6 , �3�-#5 ���� ___�_ �= � ANCHOR PIATE_ w � _ >O MATCi� VERT REINF � m� 2�-��� �8�� LEGS ALT SIDES =III IIII =�p I»� 2 _ �5 CONT � �� LRE PLAN � �� 6�� S CTI 0 N 5 S ECTI 0 N 1 � �� ° I 0 N 14 S ECTI 0 N 1 1 S ECTI 0 N 8 ° °� ��° S ECT �' > ° 3/4�� g t'-0 3�4�� _ t'-0 3/4" = 1'-0 3�4�� = 1'-0 3/4" = 1'-0 p�l U m RE PLAN w � �2)-NAILS � 4'-0 0 C o WALL 6" STUD BEARING WALL a�Q FLOOR SHEATHING 2 X 7REATED PL W/ 3/4" $ X 10" A B �(T �D WALL � 1'-OOC - - - -� - - - - - - 4�� #5 CONT IXT. STUD WALL 8�� , 2 - #5 CONT c o.00° o. o°O°O°v 4�� O��O O°•Oo O�°Oo 2 X CONT.TREATED 2 X CONT.TREATED _ _ W/ 3/4"DI O 10" #5 � 18" 0 C HOR ♦ �� II IIII �RqVEL FlLL W/5/8"DIA X10" - - - - - - - A B �2 A a. �4�-o I � � IIIIII »>��� , (2)-�5 ��OoO��Oo #S � MID-HEIGHT I� , � � „ 2 - �5 CONT 11 #5 � 12 0 C VERT FLOOR JOIST 3'-0 � f (� RE: PLAN 2 - �5 CONT RE.PLAN GRAVEL BASE 411 �2„ �5 � 18 0 C VERT. �5 � 18" �GS AL ES DE�NF � �� 5 � 12" 0 C. fiOR. �g�� 11 #5 � 2'-0 X ° III- RE PLAN U � 4 SLAB-ON-GRADE ON N� IIII Do.Oo � L 4 GRAVEL B D � g = 2X4 KEYWAY ,TYP. op _��� ���� #5>� 18" 0 C HOR 2"X4"KEYWAY TYP. o. MATCH VERT REINF. O 00 ._ � BACKFILL TO - - - - - - - - 2 X 4 KEYWAY o o #5 0 2'-0 X = - O =I�II �2�� TOP OF FOOTING _ o�o TYP. 8�� Q�p a poO�OoO�O LEGS � ������� o 2'-0 �5 O 18" O.0 VERT = p°oop°p° �4 X 2�-� MIN. II�� = N 1/2" 150 JOINT 6„ SI ES r ���� ____�_ =f]� ���� _ -- _ � �� _ N 2"X4"KEYWAY lYP �-2 - #5 CONT � 18 _ ���� __=_�_ ��= Q � illl 1111= ♦ _ _ _ _ =111 III�E P�,, _ MATCH VERT. REINF �_ �_2 '- #5 CONT = =III IIII =��J IIII 2 - #5 CONT � ,� LEGS ALT SIDES _���� =III ���� =��� �� 3 - 5 RE• PLAN � � , hg 2,_0„ � ) # s" � � � 12 S ECTI 0 N 9 S ECTI 0 N 6 SECTION 2 � SECTI � N 15 SECTION � � Q ^ 3/4���_ �._� 3/4" = 1'-0 3�4�, = 1'-0 3/4" = 1'-0 3�4�� = 1'-0 . � � � 2)-NAILS 0 4'-0 0 C � � WALL O 0� FLOOR SHEATHING - ^ � ` ` WOOD P � � RE: PLAN `J , EXT STUD WALL � F�CT. SHEATHING SIMPSON LCB n 8�� POST $ASE SIMPSON LSU HANGER � � EA. VERT. 2 X 10 STUD 2 X CONT TREATED ^ 1 W/ 3/4" � X 10" A S I ` V G�NC ,U,,p� _..-.--� --M015TURE HARRIER 2 X PLATE COMINUOUS � 2'-0 O.0 � ��) f?N�•G12ApE / A B 0�2'�0 C���' �5 � 12" 0 C. VERT - FLOOR JOIST � � ` ! � ' (5)-�5 EA FACE 2 �5 COM. RE.PLAN �-�—� / ( j 1 1/2 CLR #5 � 12" O.0 HOR I �3 TIES � 12" 0 C " 4" SLAB-ON-GRADE ON O 4" UNE OF TOP OF '- � �„ .,,m � #5 � 12" 0 C HOR 4" GRAVEL BED o WINDOW BLOCKOUTS �� � �-F-- � _' Qo Ov - 1 1/2 � - � � _. - - - - 4�� O°•0o ��oOQ O ' CLR , v o 0 � +� � / � 18" 0 C. VERT. Q�p �pp0�O�O�O O � � �� �/ p•��- ,� N � J � Y 5 THREADED INSERTS � � _ 1/2 ISO JOINT � � � 16" 0 C T` �� � 0 1 ��1 MA CH VERT REINF _ i� 2"X4"KEYWAY TYP „ . " - - RE• PLAN 1 1/2" CLR 1 1/2 CLR. I = - 6 S 0 G W/ �° .�AT '� , LEGS ALT S1DES _ �� TOP OF WALL 6�� S� ,.��--�'""� =III IIIRE P�III IIII 2 , #5 CONT. 4 GRAVEL BAS 4" RE. PLAN 4�� g�� ���w�� �D!✓ � DOOR BLOCKOUTS r�ezaea FLOOR SHEATHING BY-°'`' 0 0 0 o S CT I 0 N 3 �°� �°i���� Q�°°` 9 Ie 4o•�<,i�• r"'";"'�^c /.�'�'°'r cO�oo��ov `����°_��,Ca1diL-fi=� � ,A���a S ECTI � N 16 2 „4�� °°°°°°°°° _ �� III- 3/4" - 1'-0 : � ° � 3/4�� _ 1'-0 - _ ���) o - _ � m �� °'L° �' °�'� 6 #5 � 16" OC � µ o IIII %.c�`��n F� �.o a�,� c o�c c vpo �3 TIE �''.�r J a���G:1�AL��so-��.,,� c0 o vo0 0 �4 O 2'-0 0 C o�<`�^ e�eo= ♦ 0°°0� °°� ''�i �� ���-����, � PROVIDE HORIZ. KEYWAY DOWELS TO MATCH =�I� #5 � 2'-0 0 C ,I"�a11e1��`o, AT CONST. JOINT TYP. HORIZ. REINF. ���� »� HOR. AND VERT W/ S MPSONMPC III FL,OOR JOISTS W/ =��) � INSIDE FACE COL CAP � TOP -1 24 DIA. ! 24 DIA. �5 0 16" 0 C SIMPSON U HANGER =III 3 X l2 LEDGER W/ MOISTURE BAl�RIER 2 X 6 BFARING 3�� DATP+ d - 30 - 90 �4 � 2'-0 0 C p j,2'�0 C"(STAG ER) STUD WALL ��j�.�,� •_p SIMPSON CB 3� ""_"'" R£� 9 - n - `� 5/8" THRfADED INSERTS #5 � 12" 0 C. FA WAY #5 O 16 4" SIAB-ON-GRADE COL BASE 10 - 22 - 90 � 16" O.C. ` EA. FACE " ON 4" GRAVEL BASE ASCSHOWN ON�S2 ER ' �3 TIE � 16" a�� 2 X 4 n ° KEYWAY d N �5 � 16" 0 C 3'-0 18" SQ. PILASTER RE PLAN N �3�-�5 IIII VARIES - - - - - - - - - - - _ ° °°° °��° IIII I11= 7�� to 7�� a�� - - - - - - - - p°000�•oo = [V HORIZ. RE1NF. TYP. 2 X 4 KEYWAY �� ��= � � ������� � . _ _ � � , - � - iv 4 - #4X TYP. CORNER REINF. DETAILS � - - - =111 Illl = J , ��� ���� 8„ 8�� 8�� 9�� NOTE: AT SOUTH WALL CORNERS `�' =III IIJI -III A�WTCH iNSiDE AND OUTSIDE ° ^ �3�_�5 RE• PLAN REINF. . HOR. AND VERT. REINFORCEMENT RE p� RE• PLAN - 2 X 6 PL CONT TREATED (3)-�5 CONT =IIII WJ 5/8" � X 10" EXP A. SECTION 17 SECTION 13 SECTI � N 14 S ECTI 0 N 7 � 3�-° ° c S ECTI 0 N 4 3/4" = 1'-0 3/4" = 1'-0 3/4�� � 1'-0 3I4" _ �'-� 3�4�� = 1'-0 r � �\ . r � U ` � . ` Uj °D ' , FLOOR SHEATHING EXf SHEATHING +, � � STUD WALL ROOF SHE4THING � � ' ' FLOOR SHEATHING Q � RE: PLAN EXT STUD WALL '�'' � , BOTfOM OF JOIST � � FLOOR SHEATHING T.0 BEAM ELEVATION RE• PIAN � � _ EL = RE. PLAN � r7 " —fL00R BM. � � RE: PLAN - - - - - — - - - - - - U ,� — — — — — — ROOF JOIST W/ SOL1D BLOCKING � , � STUO WALL �� TAPERED PL � „ FLOOR J015T� �� � � � RE: PLAN FLOOR JOIST W/ ,� p '>.° SIMPSON HANGER ' D� � - � _ BM RE• PLAN � � GLU-LAM BFAM W -v O BLOCKING = , NOTE• � SIM. SECT. FLOOR JOISTS ARE HEADER BM. . � m� , ON ONE SIDE 0� BM. ONLY RE. PLAN O �.- � SECTION 1 � �� S ECTI 0 N 13 S ECTI � N 9 S ECTI 0 N 5 � � ��� 3/4" = 1'-0 , 3/4" = t'-0 ' 3/4" = 1'-0 _ 3/4" = 1'-0 � tn'� O - g_ ' , DETt 23 DET188 DET817 DEr335 O m U � L�• . - ,W C - �00 > � ' ROOF ` n'`t Q ' SHFATHING ' - " FLOOR SHEATHING � r � BLKG AS � f ' 2 X 6 EXT STUD REQ'D h , a " WALL Yr _ � - , y�D W� 2 X OECKING 2 X BLKG , " I� ` ,`, _ 3/4" FLOOR SHEATHING , , , r, ' � '� ` - ' Fl.00R SHEATHING - , � � � ' , ' ` ROOF JOIST � , _ ' " ' � � � ' � ` , " � . . . . . . RE: PUW , - ` - `- , ° � , BLKG. AS REQ'D. , , , ' 4 . ° - �y , ' ' . - , � - , . ' , � 'r , ' . ' - � , � � � a ' � , , . . . . . - - _ , `� r , _d �+ ' � , ' ' ` � ' ' � " " � ' � � ` � , ,. ' �i i ., ^ °�� .. ,`, . , , ' � , J � � � ' , M ,a � , ' 0pR J IST� ' . � , ° � ` � _ � , , BEVELED PL. , `� � . � � . . ` � ' -- - , ° � ' � , � _ - ° _ GLU-t,ANI 9�I �: P� , .. ' ` , - , _ , _ * � � , e j . - . . GLU-LAM.BM � 'C�f, i . � ' '� . � , ' _ ,�,'- ' � - � � �� > ' - RE: PIAN �` ` � . � - � ' , ` � � � � � � , ' , � , , RE: PLAN , � . , � �.e ., _ ; , - , � - ° , , �, ' , . - . - , , , _ , _ , HEADER , � � ; �a, ' � _ ' " �r' { ` � -. ' , , . � � , � � ' ` � � . ,, ' , - � 2 X HEADER � . ` FLOOR JOISTS , � , � RE: PLAN - _ � , ' _ - Y - ` ._ . �,�', '� ' . - ��� � `` � � � ' ` ' ` y, :� , . � ' " , „ , � , , , _ ' . ` ' - , , � ' , �, _ , _ - BM RE: PLAN ' � RE: PLAN � , . , . ", . - _ . " „ ' , � � , 5 ' , ' ` ' ` 2 X 1 Q OUTRIGGER ` ' - � � ° � �� ' � "� ' � _ z - , , . , � � , , , _ ° - � , , ' , , ' ; , NAIL AND GLU O 6° C1.C, ° _ . , � �' . , _ � , � , ,, , ., . _ ` , � . � � , � � � ` ` . , � � , . ' � , . � , , � _ , " " , _ , ` _ _ ' - � , , ' . . ' . w -' - ' , �y ; v .z � � . � ,� . r . � � . . , _ . - � � , _ sECTio� z , . ,�.. � . �s . . � . . , . . . . � _ .. . � . . _ _ � � . - � � SECTiON� 1- 4 _ _ � � . SECTI�JN 14 a . . - SECTIaN � . , _ � � � � ' - � � _ " � � ° - ' , { , R , � � ' , .. . ' , � � � , f , '3�4�� � ���� � = , ' ° . � -, � � . � 3/4 =�t'-0� q , ,` , '` ' ` ` , , � -O , . � � � , �_' . ' , F r , ' ' ' � - � , - ,' , , ' , , , , '- , ` - - ' � , _ _ ' . , ��_ , • _ ' 3/4�� Q t p , 3/4" = t'-0 . � � _ , a _ _ - � � � � �� , ` � , ' „ � � 'f , , ` �, � ° � � � . - , � - ' � � ' �. 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RE: PI.AN � I_° __ - `- �- . � , � _ , . _ . , . � � „ � �� F . � � y k , , � _ � . , � _ . _ . , . � . � , , _ , ,-- �. . . , '� ' , < . ° <' � � � ` _ _ . - , ° �, • � • , � ' , ' - ,�,�� a•. . '�' . , . ' �,� ' �' �'' ' s ' ' ' � , ` • ` " , � - _ � ' • , ` - � _ ROOF JOIST J - . - � `� � �, < < � � �� �. ` , . . � c� o'c�o a�; •st- � � e�o�e,�o � ` � RE: PLAN > f,� � _ y " ° , ,� � � � - � ` _ ' , , _ ,��� po.Q�'p°o.pQ � � • ' '� •' _ DQO00'p°Q►Oa.' , t_' . , ' � � � ,, � ' < ° BIRDSMOUfH . - ' '_ _ • � � - � , � � , . , . _ , , , . =l:-�- -�--:1' . , « . � , _ � , - >� � ' � WALL , � , � , . � _ � . , _ , � � . , - — — , , � . . , , , _ . f �`� � _ . � T , � �� ` . ° , � . y � ' � �. � . ' ,. ` a y � , t � � - : � ' _. ' ,� . =1111 �Ill� =1111 ' ° �3.-,�s ,corrr. � � � ' _ , , , � , � , � �.� �M. ,. � � � . �` ' - � � � f ` - � _- , � . , � �.:J , } , , ., , , , , , .` � , � - _ � � „ ' ���- , ` , � D�CK JOISTS ' ' _ r - ' FLOOt� JOISTS �� r . 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Bd TSPN , C. , l2EINFORGEMENT PBdTECTION: � FOR -SIMpLE SUPPORT MEMn�RS. MEMBERS SHALL � 8E � � • � � 2, EXP03URE . . . ' , -. ' . C ' � , ° DESIGNED WITH ZERO CAHF3Ef2 WITH TOP SURF�IC� CLEARLY ` , ` Y ' ' , ` ' 1. CONCRETE POUI2ED AGAINST EARTE{ . . � , grc ` STAHPED OM EACH MEMBER, ' _ � � " ' -i--� co �. �EARTHQUA1tE . . � . . � . . ZONE 1 ' ` � � D. PLYWOOD DECK AND/OR WAFERHOARD - � � ' � ' 2. CbNCEtETE POURER YN FORM3 '(EXPOSED TO WEATHER OR � � ' ; � I � 2. .NON-8"PRUCTURAL FLEMENTS: - ' � EARTH . . . " , ' n � � � - , ' • � 2 1. , PANEL THICKNE3S,SHALL BE A3 SHOWN ON THE DRAWING. F � A. ELEMENTS '3UCH A3 NON-HEARING PARTITIOHSr ETC. ATTACHED � 3. SLABS ANQ WALL$ (NOT �XP05�D TO WEATHER? . � 3/4 ` 1�F.'PLICATION SHALL HE IN ACCORUANCE WITN -�-� � - � � -TO ' AND/OR 5UPPORTED HY THE 5�'�RUCTURE SHALI, '�AKE INTO , , ' , , ', • RECOMMENDATIONS OF 'tHE AMERICAN PLYWOOD p�j � �1CCOUN� DEFL�C'TIUNS AND OTHEti 9TRVCTURAL MOVEMENTS. ' ° ASSOCIATZON. � � � � . - . , . (n ►� , , D. N�D $pLICES OF REINFOliCEMENI' 3HALL HE MADE EXCEPT A3 � 3. �.UND TTONS: • � , . � , ' ' � ' ' ' '° � 'r � ", " } ��� . ' l � . ' , , , � -. 2. EACH �ANEL SHALL IIE IAENTIFIEp WITH ' THE , , , DETATL�D QR AUTHORYZED BY THE $TRUCTURAL �E�GIN�ER. LAP �^FtADE-TRACIEMARK OF TNE AMERICAN PLXWOqD � O : SpLIC�3� WHERE PERHIT'��D, SNALL 8� A MINIMUM OF 36 9AP. � � , �A. TFi� ALLOWABLE SQIL H�ARIN(3 PRE3SU1tE A3f�UHED IN 0$SIGN� DIAME'�ER9 UNLE5S OTHERWYSE � NOTED. HAKE ALL HARS � ASSOCIATIqN AND SHALL HEET THE REQUIREH�NT3 4F I$ 3oov pSF. THE CONTRACTOR SNALL RETAIN A LZCENSED COMTINUOUS AROUND CORNERS. , U.S. PRODUCT3 STANDAFiD PSI, LATEST EDIxION FOR U $OTLS ENGIN��R x0 INSPECT THE FQUNDATION EXCAVATION. � _ � PLYWOOD. AI.L PAMEI,S WHICH - HAVE ANX EDG� OR SdIi,S ENGINEEIt rSHAL�, V�RIFX IN WEtI�INC� THE ACTUAL 30IL3' _ ' � - , 5UR�ACE PERMANENTLY EXPOSED TO THB WEATHER SHALL � . - � CAPACIxY i8 EQUAL TQ dR GREATER THAtt ASSUMED. ° , ,E. PLACE TWO dS (PER 8" fiHICKN�:SS) WYTH ' 2'-Q pFtOJECTTOU HE OF 2HE �XTEF#IOR TYYE. " ° ' � - , , - AROUND AI,L OPENINGS IN CONCRETE WALLS� SLAHS, AtiD , � � _ .- � H. ALL FOOTINCi IIEARINCi EL�VATYONS ° 5HOWN' ARE ASSUMED. _ ` HEAMS. ALSO PROVID� TWQ �5 X 9►-0 bTAGONALLY AT EACN 3. OE2ZENTED WAFERWOOD SHALL CONFpEtH WITN GRADE 2MW L EXACT HEAItYNG L;LEVA'�IbN3 $NALL BE VEFtIFIED Ifl TNE FIELD , CORNE�t. , 1 UNQER ANSI A208.1-79. � _ W�TR "ACTU}�L CONDXTIONS �Y CQN�RAC�Ott 4iIT}{ APpROVAI, ° OF F. CONTINUOU5 TOP AND 80TTOM BAI23 Ift WALLS AND BEAMS SHALL � �� � .50ILS �NGjNE�It. ' � 4. �OR FLOORINC3 USE 3/4 T6G 3TURD-I-FLOOEt SHEATNING � "l/ , , � , . , BE SPLICEt7 ; AS I�OLLOWS: - TOP HARS AT MIDSPAN, BOTTOH NAII,ED. AT 6" O.C. ALONG PANEL �DGES I�tIU A7' 10" � "� ' BARS 0`VLR 3UPP0liT3. ' � C. ALL, FpOTING9 ARE TO 8E,8LACED QN FIRM� UIJDISTURHED, . � , ALONG INTERMEDIATE 3UPPORTS. �� � NATURAL SOIL aR $I�OPERLX COMPAC'�'ED �3ACKb'I�+Le 1�PE�ROVF:p ' G. pROVIpE 1�L4 ACCE830RIES NECES3ARY T�I SUPPORT REYNFORC- � � ' 8Y THF SOILS �N43INEER. $ACKFILL SNALL B� COMPACTEA 1'O ' i YNQ AT �'0$ZTIONS StiOWN ON TH� PLANS. ALL REINF4RCEMEt1T 5. FOR ROOF USE '��q T&t; "�8✓2.t APA EXPOSURE I SHEATti�� � : ` 95l� (MtNIMUM) $TANDAftD �'FtOCTOR LiEN3ITX UNLES3 OTHERWISE , ING NAILED A�' 6 O.C. ALONC3 PANEL EDGES AND AT 12 W � TO 8� HELD SECUl2ELY EN PROPER BOSxT20N It7 ACCORDANGE � >O � ,RECOMMENDED IN TH� S�ILS ttEPpttT. II� SOFT SPOTS ARE , ALONG INTERMEAIAZ'� SUPPO22T5. ' � m� " ENCQUNTERk:T? R�MOVE 80IL AND EtECQMPACT WITH APpROY�D t+iZTH ACI 31if-7?. �- � " SIT+L+� ' (�2ES BOI�'f�EPOR'1' FOR� DE3CIZtP'd'ION OF HEARINC� • ' , � - 6. EXT$RIOR WALLS 5HALL HAVE 1 LAYER OF �/16"`1�2q�A�i'� O �r , ��I��r _ � , � ° ' � 6. STRU�, UT RAL S'CEEL-s , EXPOSURE I SHEATHING NAYLfiD AT 6" O.C. ALONG PANL�L - ; p. p0 NOT PLACI: $J1Cli�'�LL ACiAINBT HASEHENT WALLB UNTIL A• N+L STRUCTURAL 5TEEI, SHALL CONFQRM TO ASTM SPECIFICA- EDGES. � � l2S'�'.BC,QQEt x8 2N C�LAGE. � , ' ' TION3 A36 EXCEPT PI�+E COLUMNS WFtICH 3HALi. CONFORM TQ � h U O . FY , > , , � . , , � , ASTM A53 AND TUBE CQLUltN3 TO ASTIf A500, GRADE B� LATESS . , . r . . . „ , O � � • ,{j„ !�t'+1 T�[t A,�,I e 8'p O T�t t(i�J I J N O�R W A L L S, C O�.U M N S O R G R I D T.I N�3 ' ° EDITXONB� ANCNOR 80LTS SKALL $E A307 STEEL ANA MI$CEL-� ` O ' ' " L,AltEpU3 E13BEDDED ITEM3 5HALL $E A36 STEEL. � � " 7., I N S T A L L S U I T A H L E E DGE SUPPOF2T BX USE OF PLYCLIPS, � . , < t1Nt��9B�ATN�1tWIS�', NOTSD ON �LAN9., � , , � TONGUE AND GROOVE PANELS OR SOLID WOOA f3LOCKING � p O ' ,� . . _ t , � � • , � i �ABRICATED IN � BETWEEN SUPPOF2TS. O m U C{7N�'RAC'x'O�t �p l�ROYJ�A�� A'x' }lYg� �Xk'�N3£� ��1:G� D�NSI'�Y �• �TRUCTURl►I. STEEL SHALi. B� DETAIi,ED J#t D , Y. ACCORDANC� WITH LATESI` QRQVI3ION8 OF AISC "MANUAI, Oi , � m T�"t��A ON CQN�'J1�'C�D FtI�G UND�K �Ot71'XNC39 �AND INT�RIOR 5��EL CONSTRUCTION." F ` � 8. �ENERALz w o �CrY�1�`��'�N•S�I�AC��� l► H�titMUM�OL�' � �2LpttL*SENTATX'� T�8T8 ° ' � _ .. .� ' A. ENG'LNEER�5 ACCEPTANCE MUST IIE SECURED F O R A L L a"`}Q �E�J►�,ts �.�M� '��C�ti �'�Dit t�AClt �"4C�`�1Nti AND SiLAt1 4N Bt�AD�. , G. MItiIMU?�t WELDS TO BE AI3C AND/OR AWS BUT ftOT LE3S THAN 3/1G" CUNTIKUOUS ls'ILL}i't UNLSS$ UTH�KWY�E NOTED. S`IR�JCTURAL SU�3TITU�'ION3. C�� �kp'��p�� �tit2,� hN�YTi��t Wt1�N �XCAVI►TIt�N IJ C:OMPt�STED, SO , , o '�it,h'C CI�N�t'��ONw MAY !I�» �N�pC�'��b pFtYOR TO PLAC�MENT OF p. ALL WlILDEF23 SHALL NAV� �VIQENCE 0� PA83ING TIiE AMERICAN . . 8.»., . VERIFY ALL APENINC33 T1iR0UGH FLOORS, ROOF AND WALLS WITH !I A�aY 1�TLL Ott CONCR��r � , ' _ � WET.DINC3 SOCYL�'TX STANOARD' QVALIb'ICATION3 TESTS AS - MECINANICAL AND ELECTRICAL CQNTFtACTORS. VERIFICATION 0 ` - ' O�xA2L�D IN AW3 D1.1: LOC,ATIONS, SI2ES, AND REQUIRED CONNECTIOtiS ARE +1; � �ONC��1'�t ' , ' " � - CON'TRACTOR'S COMPLETE RESPONSIIIIL,ITY. �' ' C. WATERPROOFING VAPOR DARRIERS, WATERSTOP, ETC., SHALL � � A. J1,t,t, CA$T��N�1�L1AC� CONCtt�T3� SMALIr $� !{�E WI`TH Z'Y�'� ' �'�� ` gE �,g ggpWN ON TNE Al2CKITECTtIRAL DRAWINGS At�D A5 ItiDI- ` � I p0tt'Ct,l�ttb CCs#1EN�� ��`ON�S AC3GEtEl3ATE � AND B}fAL'L h, u,r, g3t,AMING AND fif�U33 LUHBER SHALL BE DRY DOUGLAS FIR, � 17EV�LOk� 3t100 F'82" Cd1�lpRESS�VE S'�RLNGTI� IN Z8 t3AY9. " " �OAS'T REOIOH VzSUALLY GRADED AS FOLLOWS: CATEU IN THE &PECIFICATIONS. I� , n� TN�"..��CS'DI�LP.`3 Ox'' L�'LAS`1'rCITY OI�' AL� CQNCREI'E SHALG F.`'XCF:ED ;j�� +���(,`y( - 9'�WID�. ' STUD £b = 800 pSi_ ' D. A'I.i+ DltiEti$IONS Ot1 STRUCTURAL DRAWINGS SHALL gE CIiECKED - � � Wc 33 �C! tpK 57�OOO,f'C NOR!!AL` iJETCHT CONCFi�TE}. , 2" THICK - 6"� & GI2bER � N4. 2 Eb ■ 1254 ps1 AGA,INST FI�.LD ARCNITECTURAL DRAWINGS. � � - C. C�NTRA�TOK MAY PGUR �t,A83-ON-G1t�1D� CQNTINUOUS ANO 3" TNICK � �"�& WIDLR N0. 1 fb � 1�00 ps! . ' ' � ;,{�,.s••f,•�:a�ltiG,t�, ,�,y�_�;, �CS�..ItI2�G 1=0t� GorJGt��� ylbt�.t., ' � SAWCUT J02NT3. JOI21x� SHAt,L flE Sl?AC�D 15� FEE'T AND _ NOTBD ALLaWABLE STt2�98ES ME NINYHUMS ANp FOR 2i0N- � ':vu�r'►�#�ac.G opr ��.J�t..�tr��, p� , - SAWCUT l," DF�EP 3G 1/8" 4t�DE WITHIH 12 K�URS AFTER POUR- R�PETI1'I'VE USES PRIOi� TO 1LLLOW7\3�LE_ STRESS �INCREASE3. ' ��ING. CAKRY ALL SLAB RETNFOFtG�MENT�THEtaUGH JOINT. < < � ' F .. ,. _ ' . � 1 i - r h � 5 w _ ^' ' .. ' w e..�u s� o- : , .� �,.-n;r n � ' , D� � SGA,H3�s FOOrINGSt AtiD 'WALL3 SHALL N01' NAVk J�IN'fS IN A ' : � " - ' � ' ' ' ° NORIZON�AL PLrANE. -ANY 5208� T�t CONGRET� WORK lSlf5T$ BE . . H. E'�tOYID� 1 X 4 CA,038 HHXDt3IN(3 NOT OVER $s"ON CENTER FOP. � ' ' ' MAD� A'I' TH�tRO P01NT,i�F SPAN WI'�li`VE�TxCAL BULKH�AD3�RPtD � ,1l�,L WOOT! JOYS�S AND 2�f SOLID BLOCKINCi SE�WEEN JOISTS AT y , , , , � • ` � t , HORIZON�'AL, 8FII3Alt' K$Y3 UNI,�SS OTH�RWISE S}iOWN: ALL . ,_ ALL SUBI�OR�5. FASTEN �1I.L WOQD MEMSERS ; F�F'�H COHHON �, , � ` ' 4 CQNS'PRUCTYdPt JOYNTS gHALL' 8E A$ O�TAIX+�U dR AS R�VIEW�U , , n NAILS 1lCCQRDIN C� T O T N E �U S C S C H E D U L E U N L E S 3 O T H E R W I 3 S � j� ' '� _ � ` BY T�IE�ENGTNE�Et: � _ , ` _ ' NOT�D. "` " � ' � , _ " ' " - . ' , ' , � , - , ' - f , ' ' ` � _ , - � , " , �. AI.L CdNCRETE WQRK AND R�INFIDRCEHENT UETAILXNG SHALL �SE � , 'C• TrBNi�B�� E.�i$1.'!�. � _ , • ' ' �' IN ACCORDA1�iC� , Wf'fH �ACx�gUtGDING` COD� � 318-83. � UNLESS w ` � ° , � _ _ A NOT�D O�IiERWISE AI+L LXp09F:U EDGSS Of�' CONCR�'T'S WQRK ' � 1':' � "ALL' LAHINAR'�D 1iEH8ERS A SttALL° BE FABRICATEQ _ OF , � � ' ' " �SHALL HAVE 3/9 INCH�CFiA,M��R. tIS�,8'tANDARD �H'DOKS Ot� , , � ` DOUGLA3 �'IEt LARCH 1�T lT� PERC�NT� MOISTUI2E CONT�Ni , . �'� � , ' ' � ' DOt�LS tSNLESS OTHEItW;SL? `NOTE�� "' ° . ^ ` , ' , - ` , °IN ACCOEtAANCE, WI�i! 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O.F.,INDICAT�S OUTSIDE FACE.� , . , - , � , J 2 , , ' , v . , , '' (3) #5�CONT.�7YP. � , ' , " " ; ' y 4 N., , � . � , , � . _ . � � . , ' ,, ., , . , � ( � `� F . - ` - `, ` } � ° � �5 X 3'-0 � _` - THR6UGHOUT ,. , . , � e - , , - �3. FA F. INDICA'fES EACH FACE. �� r . - � , . , , , , , . , _ - y _ , � 16" O.C. , ALL F0071NGS , , �, ' � ' ` � � ' , , ° >ry ° � , 4.' AL1 DIMENSI4NS SHAi.L �£ VERIFIEDfIN, . `. . , 1 ✓Q�,,,,� I i"'�I W���.l_.. �?�IJ��Oi�G�M�NT , ALT. IEGS. an� 99�-4�� , , � , � , • . � , . . . . FlELD. , , � ° , - _ , ° ` ' ' SNE�? 6 E - : � - '° ' ' _ , t, `° , . �, _ , r � , _ r . , , < _ - . , � , 4 F ` ' S. GENERAL CI�NTRACTOR SWALL PROVIDE EXACT � ' . � � - � .. � � ; - , . ' „ � , 1/4" = 1'-0 � . _ , . , � i, ,� ' �` � � � � � , � � � . � . � , � L�GATIONS OF R011GH OPfN1NGS FOR WINDOWS - � . , � � � � _ , ° , . , _ ' , _ . � L ° ' ` , � ' � ' ^ ` ` � AND DOORS�AS WE�L AS'pNCHORING pEVICES • . ' � � - _ .. 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H. B 89-B 9 I \ <V � Rim EL 866915� � / / � / ` D lNV EL. 8657.70�� / / , �, . � ' <V / �. / / oc � �v � ° � � o � � � ��. � � � wA � � � � / � � cn � � � � � � / � � � � o � � � � / / cr, . O 2 � yp � � / I Q / � \ � ' /� � � / / . r- ---� / / / � � � , I w , �— � / , / a s r � , � � � �- � / � � D . -- � \ � i . _ \ � c,n TELEPHONE PEDESTAL '� � TREE ul (TYPJ � �'- � � L!NE / - ' � \ � � �, � i � � � \ \ � —'� o� m / � x � , r - \ N \ � � o � \ . __ -- � � � , � � � o� -� \ -- — � i � � o � \ 8? � � \ � � \ C--- —_ — `_ - I - O � � � � ..: D �- J � � S 06� 17 '46 ''E 212 91 z FND REB,4R � —_ �� \\ �-- s� FNO �1 S I GN D �� �� � \ REBAR � � � - � , � � � ) (T YP) � � / � � �-_ � -� I � � � — / / � ' ---_ -_ �J \���\� \ �— RNl ,. , ----- _-- — 1 , � _ � a � Irr�`��� ��, -j-rr-�� , � �-- ..�-- �- -' ���� � W OOD � ,-� -,- i� 1 R�1 � i �.,r v�' �ry � i ._�..� . ' / � -J \k, �\ WATER /_ �../ i !�� I � � ' ; , � r� � TROUGH \ 6 I � / � , 6 � � ' / �,� � \ —� � i � � � ' � -- ► l I � � � . � , � � o _ . � � �O� o ,�0 c� co`° . � � � 1 � � 'i � �� � - �nts Revieion Lloyd W. Powers, a duly registered lan� surveyor in the State of Colarado, do hereby certify that the survey shown hereon was done by me or under my direct supervision and the horizontal � I and vertical measurements are accurate to the best oT my � NOTICE: According to Colorado law, y�ou must commence knowledge and belief . any legal action based upon any defect in this survey - within three years after you first discover such defect. ,I . In no event, may any action based upc�n such defect in , ' this survey be commenced more than te�n years from the Lloyd w. PoWers — �� date of the certification shown hereo�fl. Registered Land Surveyor N�, 139U1 � 'i I .., �,. _ , � , _ - _ . ry,�, _. , , � r � ;- � - ,._ . .�_ Q � -� l r �� "� . -.- ,._. ,_ _ _ � . ' - �� �,..., � J , � �' � �