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Lions Ridge Filing 2 Lot G4 Overlook at Vail (3)
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O y 7y LF � � � �° N e � � � � s" P�c '' � � � �' � � ,° 8 � MH 1 � � � DE�CK _ - � _ o DECK ° � 23 �� `'� ' � � `�' � 9M R/M- 47. 0 - � --- - �� � r lNL ET 2 � o� V !N = 39. 5 L - � �� � - J � = ..L - - - - -� �, R = F' _._ ..� ___ _ .�- , o �: r � a TW 33. w 3� 0 /NV lN � � = 31 . 5 � so 7. 5�' _ - ` 7. 5�' .. � �, . �ti� IM 42. 7 ��. r OU = �9. 0 ,�'- � � 41 . 3 41 _ 9 ti � � . � _ ., ` p - Bw 32. � _ . , _ aw �4. o /j , BW 4 . 0 � �? �/ D = ,.3 � . � .�-� _ :46. 8 � � , ` , 47. 4 � _ �Q � �"- .. _ / C � NCRE TE S l/ T . c id a .. __ _ � . .. \ � U� �� Q � � � �° 103 L F 18 " DPE @ 7. � � �2�0 - _ . 0 � �= HOPE @ 4. 6� � �, � °� - < �- 119 LF 18 " . • . `' . 0 . . 41 . 3 � " v1 O � '`� CHANGIN ROOM _ . � o �q . `° `° °� �� �c�,,, 'v � S 41. 5 � 0 44. 5 ° � � � � � 49. 0 �4 � TV� . � 2� � 2�� R � 5 4 �. 0 ���6 � 4 � 0 48o Bw 4 � ��o d, WOOD DECK TW .38. 0 - _ _ C--� ya BW 34 . 0 � '` TW 29. 0 � "_o ' 40 - s� Bw . � �,g ` - 5 �� -� .._. � � T TUB � - 39 , 3 g �7/V '��4: J 47 49 � -,. L� ,, ` 68. 5 BW 28. 5 ti E - TW 33. O TW 0 -.,� � . _ .\ BW 30. D BW 3 0 67. 75 � 6 •72. O , , T TW �9. 0 `" 7 � . 25 ' --- � � W 29. O TW 29. 0 _. _ .___ _ _ SW 26. O BW 24 . 5 BW 25. O ' � -- _ 76. 0 � � , ` __ , __ ,. � :; , ., TW 35. 0 --. � 74 . 25 ��, � � - � � . .. 66. 0 TW 35. 0 28 gW 2g. 0 73. D 74 . 5 �- . . � . - BW 29. 0 ^ -�- � � � - � + �, 6`�6. -C� ._ TW 23. 5 72. 25 73. 25 �- � t _.� �. __ - ° "� � � o �2�U2. 2� � BW 18. 5 , .,, � _1 F O . "^��' ... `t . ,\\ � TW � 7. 5 � J� � TW 25_ O � 2 � TW `32. 0. W 3�: � ` � ., 1 � W 1 . BW 15. 5 � ., . 2 BW 2�. O ,4 � BW 28. 0 31 . D . `�: , � 822n Bw 5. 0 6 1 , _ Tw �4 : � -�, � l : � -- 15. 5 ❑ B W 1 9. 0 ` 8 � " ` ` ; C L E A N O U T 2 2 2 8 . � E C ., �' 16 6, 6, � �8 �I , I o j 24 26 � :i ', � ;: � � s L � 's ��E�'� � ��C � � `� � 2° � �'s ' , � � � ' ; �_�- �� DEC1� s � �' - _ , , N EC �' � `5'�E '�, p s � s � L .- � � .-. - J ---�..._ .o L . . � �° - J � � o � c�riurr : ` . ; �� 2. Oq M/N. � 'F �� ! r . DRAINAGE. ; , , � �- � �s EASEMEIV � � . _� - � • � `;: ./ - � � � � , - r � 52. 99 � o � �T,���, & � . � _ .- � DRAlNAGE ; = ` � � �; � EASEMEIVT � � cs� ` _ � �--�--',*'.- � _ ,�, � ' � . ; ; : _ - �2 � 0 - - Y � .__ . X _..__ _.... . --- � -- - -- : � : -,;. - - - � . � - - Z - . --- _ w _. _ _ -8220 � ° , . : .; , � ; r '. . . \. .' . ��. ' t ��, Y . �� . . - ' _. � ,. � .� _ r , • - - - _ - " _ i�' 82�6 • . � � - � 1�� � �1 . � �,�� , . �. arz n�nsora . . � - P- Q BW' l�C ��2- . - . ` ; � \\\� 0\\�1�o�!REI ���/J� onre� aim R��e ��uia � = \\\ AwK aue s�esn • �� P . ..... (.Awl �v-so» ��SW. ��s� . _ o�,�.� FE . ' • ... - r': ' , �� � � o • �': ' �A FK�C. CRAO/NG fiOR BU/LDINGS A � B. ��sl�8 �" m: = ?: 626 �� aww s� . wnCq�e � t�" ���a D. C. W. LOT C-f : /���!�ijii � & P C.�o���� "�� � tION'S I4�OG£ SVBDMS/AN F1L/NG Nl! ? �. F� � ,, �nimnum�n�� row�v DF �NC - . . `,; . r+uo eowwn.r .aM�°►"'k� _ . y:': fJILYf COIJMY, L't�0YPr100 t �_� - < �,; , s, . . _ _ � ,. . , . " : a , ^� < _ � . . . ` _ _� ----- - __ � �,� �o Q � � - � _ _� _ c,o _ .,.-- _ < � FX � � � ~� �� F AtiotiF CL DF R. O. W. � _ _. . 4 � _caNC. srRiP �_. _ . s�.�,�� X Tv _ ` \ �9 � �- - 2 . o, �O ' �� i- p � � a 6�-2 �, �"g rw ss. 2 � \ BW54. 5 � R //��Q/,��� � � - � • � t/ . L � `� a �+..�,�(7 �0. � . . . � �. 0 4. o . 9� � �� � - B .. F . hh � � � � �'`� - � _ ; o� J oo ` � sq,l, \ � � � "�� - � � ��� - � . 8 �` Tw 54. � -° � � � �, . , 5 �� ew .s�. o �� -- �r� �o � � o � �-. _ -- � �3 . _ s �o_ _ h� � � h� � � .,� �� 6 � - , � �5`-$ ._- � � ., -- � g � 1 ` ° ' � ^ \ - _ -- o h� c� . a ` -, a _, ° , ` � ' / - _ � a , e a ---- /� ...._- .. . "! ° _ /� Y e r 59. • C e U � � .._. ._ _ �°.-' - - -•.. - � . . ° - . � � -.y _ .. O Q 56. 0 � � �O scp a `�,� c4 s� ° �� `�,w � � `�,� ', � ' R 15 ' "� � . 0 ��s � � b� �o lN . 52. 5 o �9 L o � � � �6 " sr - 56. 0 1 �� B 5 . 0 � � � „ ATED � � � `SO-�� �i� � TW 54. 0 ,� 6,�� B 5 c� °� Pvc 2. o � o F-�- � . B[N 48. 0 � �_ �cc� - `O o � �_ � �" cys 8 0 ° 5 58. 0 59. 0 7 � F+ s \ - `�, �_____� 54 � , `9�! � 87 � / _N!! 55. 13- - /N . 55. 5 /NV. 56. 0 ` Tl4L � Tw 4�. � ,2 � F�- �q , . � � 8.3. 7 3. iN� 53. 5 /NV. 57. 0 Bw 1 . 44. � �� : _ 'y � Bw J`_�. J V. 52. 9 4• 4 9 �� X 9 �� ' � :4- � �4. 0 Tw ` ': /NV. 2 •- -- � AREA B�V 44. `" -e 5 � ' : � DR.4/N 86. � _ 9 ,� X 9 „ ` . _.._ _ -BJr. O �� 6�� LT� � TW 40. 5 w 48. � -�-. R/M= 54. 5 � - � � o c�' AREA:_� lfit� 53. 5 8b. � �� ORAIIV \ 0 83. 75 159' BW 35. 5 - - \ d s 9 " X 9 " ,�8. ! TW 40. O BW 6. � � � R�M= 3:�. s � � Bw 34. 0 f � ~ -� � � h ' ` DRAIN � lN T � ' INV= 32. 4 � . O r.� BW 36. 0 82. 0 82. 0 86. 0 A -�-8 ` T�V 36. 5 - . _�_. � _ --- _ ° ,. 2�� R/M= 35. 5 • RfM= . 0 _. � B 36. 0 82. 0 82. . D 86. � INV= 34. 0 V. = O s. BW `"��3 3. 8 /NV. 32. 5 �j� 34 . 0 � � � ; rw 3s. 0 4. _ � 8 ` � � s �-- _ \ ��� �. � F � / � , � � BW �4. 0 � r TW 33. 5 TW 38. 0 . S 3 • - '�_ �- & 3� I `�� DE�K � BW 31 . 0 BW 36'. � �.s � a �ti � � �_ � � � �- - - - - --� h • TW 39. 5 � �. � � g . 0 % � `� ��-, , DECK � � � . w 36. o s -! � , . � �` � � �y'�- '� � � � � - �J �-�� � � . � 10. 00 1 � 7 LF ~ � _Q_° ',_ ' � ' -�GV``�Z- � � '� 'y 6. � b� O ;._ ,. � '� 6 PI/C � , .,� �J - -- - -- . - cV,` '=. � � ' BW 1 . 0 O @ 23. 19' � `-� '. . ��o � �t � � DECK _ - - � DEC� r � � _ _ _ - - - � c� �, �-�- �-- �- - - J �-�L - � - _ � INLEET 2 -- � � � -� "" TW 33. ''- w T `L� � � � RIM= 42. 7 � r � , _.. :. _�� -:_ -� � lNL �T P, .� BW 32. � `�- BW 34 . 0 41 . 3 ° a � W 37. 0 �- ° ew 4 . o � v /NV lN � = 1 � s � a� .. ' SX �_ �� � �° R1M=29. O �- " 39 ? ..� i 4 C�' NCRE TE S lP � � v o %,3 � . o ..� _ - - �- � � . '... t \ �iJ '� /a . - 5 • ' _ '^.., V ', - . . _ o � -., � �.4 '` lNV � lN ���5. 5 ' � 82���. O � g � 0 5 ° � 143 .�. F 18 " DP� � -�,., �,�Lt 25. D � � e � a � � " cp� `--, '_, � '� f ` 82�30 119 LF 18 " HDPE @ 4. 6� � � � . 41 . 3 ' ' � v � ` o , ° , o� '-` �` ' � -`" 29� CHANG%N ��a?DOM 4 5 � � e o 44. 5 � � � � � � R 15 ' � � � ,� o $ q �S� ` . � , `�. � 29 � Z/ 41. o ��6'� ` . 47. 0 - �`_ :: ;. ; ��� c�� d, WOO DECK TW 38. 0 - -- ., �. � TW 29. 0 `��'o BW 34 . 0 ! ,._; 40 � `.,� � -_ � Q�' S ruB � �- � . _ __ . . �� s ` ,� �Q 39 jfj �1/ - 4 68. 5 BW 28. 5 - • s� � � '' TW 33. � TW 0 � `' �- 6 72. 0 � . ' O I/ERFL OW '�. '` BW 30. 0 W 3 0 67. 75 :; � Rlit%f=25. 0 ; � TW 29. 0 TW 29. 0 TW 9. 0 � 3 � � . 25 � �- � � `` � �' ,tNV OUT 2 22. �` ^��' BW 26. 0 BW 24. 5 , _, BW 25. � �'�` �,� ; . . - .� � � � -��- ._.._ 66. 0 TW 35. 0 B 29. 0 73. 0 �, � =;. , �. z � BW 29. 0 2 � ° ' � �z -. `j� -� -' � � • / \�r /� 66.� .� ^ 72. 25 i - TW 23. 5 - a,� � - � ' �����u�;uiu�uprn�,� ,> P. Q KlY Y71� - ' ` ���'��p0� . EG�ST�i �n s�� `� .� � � '� ztt•o�dl � • • r.�' �Il� � r.+�`a�s` � ; . a ,. o• � . ' , �: � - _ - .:.� � P . 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ON 4' � � ; W.WF. oN 4' E I I W.WF. oN 4' � : � W.WF_ ON 4' ! ; � I I ' O � A �'''� r } � � I G2AVEL BASE _ r � � i : GRAVEL BASE r, ! � � G2AVEL BASE � � GRAVEL BAZE ; u r _ i Y � t �9 � : � � �y � � � �'�6" � 1 I 1 I I� ; : I O �7 � ; ' -� WALV 1 � � ' � . /� _� I , � �11 I : I � � � � 1 /� � � � ;-• � I �\ i I WP.LL 1 �* s .� �� z - STEP � , I �j i � � � i _ I I � '7 'j� I I 'n j I � STEP J j � �? � t k � �9 j _I I � I �9 : I � � � �9 N I { � 'r �� � �9 I � N � a rp- F� � ' � '' � i , 100'--0' _ � � I � � t00'-d � 1 1 tOf�'-11 S/B' - O 1 :# 1 -�l ��'-'�' � ' I L_L � ' ' . � ' I r I TA. SL-P.0 I I T_O. SLA� " I I T.O. SLAO " I I V T.O. �L.P.� I � � � : j � I I � I I I I" r,l �: I W ' � � � 3 �• \ ' I I � ' I 1 I I � EI � u r- � 3 _ � �� •- '� � � I I ' ' � ; + � � ! �� „ I > �^�'�� `: 1 I � � � �-P ; . ' "I � � 1 >� `��:,, � ' � ' � i I �$. .� � , I I FOOTNG I 1 FOOTWG � ; � �• SE � 1 � �., •! i I -+1` �' i � I I STEP � � STEP � I � 1 ZE. � �k ^� .- � � � � . . 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S., _ � � _ _ � _ ' ' . =.. .;-.. l _ _ _ � _ _ ' _ _ ' _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ' _ _ _ _ _ _ _ _ _ _ _ _ _� _ _ _ _ _ - _ _ _ ' _ ' - ' _ _ _ _ _ 1 - _ _ ' _ _ _ _ _ _ _ _ _ -. . - _ _ _ _ _ _ _ L _ _ _ - _ _ _ _ _ _ _ _ � _ _ _ _ _ ' _ . . ., _ J � � +�� ` �� i L.IALI� (92'-le7 (92'-6') �94'-G'7 � (96'-!e'7 WALL ' t • STEP ,, t � , sT�r � , 2 � z � ��-o� � z • � I a,-o, I z �--- , �"��,�. a - � . - (4) 2Xle (4) 2XG WALL WALL WP.LL WALL (4) 2XG - O + +' e►' I , GOLUMN . SE. I COLIJNIN STEI' SE. STEP J � SE. STEP STEP T�� COLLJMN �'• FOOTWG a�`� '�7� � I I STEP � „ � 3y'-i . t '�1k; .i . ♦ � r ���` a ' . . a a 't:--'.� -- ' k _-� + r � • • • �`� ��S Y PI�O � ECT � �� � � � , ' "��; � � 3U1 � 1� 11`I � A � _ £��d� � C�iECKEd I?Y � � � � OUI`II� AT101�1 }� � A1`1 < �; � �:� : v4• = r-o' . S, - �r� f Y� � 9 4� k �[ ' • �ouI�DATIOIy IyoT�S= DATE 1 � 12 ;��:�� ; 1. OATUM ELEVATION 100'-O' EQUP.LS AGTUP.L ELEVATION 82j'S'-9' � � - - 2 [XXX'-X'] U�ICATES TOP OF FOUNDATION WAL.L ELEVATION. � `•� • � � '�. (XXX'-X'� NOIGATES TOP OF FOOTWG ELEVATIOFL � - 3 � - ,�J`�2�;p �'� ' 4. CONT2AGTOfL SHALL FOLLOW ALL REQIARE.MENT9 LISTED N � � � � � �� ! , so�s RFPORT. 3- 13 =- 95 ��t, :, 5. GONT2AGT02 SHO.LL PLACE ('�)-� VE2TICALLY WLL t�JGNT �.� w � � OF WP.LL AT HIGN SIOE OF ALL WALL STEPS HIGF�R THP.N ` ' ��X ,,,� ; 4'-O" W ADDITION TO WALL REPPOKGEMENT SHOI�UJ OTHERWISE. / `\�� � - _ - 6_ ALL FOOTNGS N GRP.WLSPAGES °�FiALL 0E BAGICFLLED WITH �Y \:� ,' £ ��`,s�': �� GOI`�PAGTED �iT2lJGTL.YZAL FRL "f0 THE TOP OF FOOTWG MIrYMl�1 ���D � • t�N_ESS NOTED OrNE2WISE ON PLP.N9 OK SHOWN IN SEGTIONS. ' ;��" �iy . - 7. FL002 ELEVATIONS SHOWN A2E. AT TOP OF SLAO 02 TOP OF PLY- � . "�`� � WO� FL002 SFIEATNWG. x ' � " ` � ._�'��:�< , . . - � 8. FOOTWG ELEVAIIONS SHOI..W P.RE MAXW1lJM5� AI� MAY NEED TO - - - � BE LOWERED DUE TO SOl_ GONDITION�i. 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II . � II �i t,/ ` .. ---_� . - � - - ,--- - - - - - (�)-a ,�!z' L _ (31-q t/z _v.L.- (�) q_ 1/2 v_,L. _ ('�) �/2 _.vs.._ - - _ _ , , ;. - - - - � - ' � - ' - - — 5 W ' � � S2T � �/2 V�- U')-4 f/2` V.ti._ - - - _ - - - C'a)-9 1/2� V.LL. C2)- 9 1/2� VL. � ' n < �` a :; .� - x fi; � I I I , . � _ ■.� � " . up tp up up u� up � Q � �,,° �� I I OI�LY OPLY ONL-Y I ON.-Y ONLY ONt_Y � ` , �" '�? - . . . . 1 � y � ��� k 3 . . f �-�_� ��" _ s . . s-:.. �`i � � ��� � WOOD �RAMIi`16 1`10Tc5: � `` '�� � 1. ALL WOOD FKAMMG JOISTS SHALL 6E BGI/4� TYPE JOISTS , PM20 � ECT �27��� '; A�i MANLIFAGTURED BY 001SE GA�ADE CORPORA'T10N. ALTERNATES F ` .t°s . • SFIALL HAVE EQUAL OR GREATER CAPAGITY AhD SHALL 0E REVEI..�D F ,�„� � � =� � �Y THE ENGNEER OF RFGORD. ^-° �` ' s .., � � 2. "V.L' INDIGATES VE2SA LAM BEAMS A9 MP.NUFACTURED l.�"IECKG� �Y ;, � � �� _ - BY 001Fi�. GASGADE GCRPCRATION. ALT�2��:ATE�i �HALL NAVE TN� z � SAME OR GREATE2 GAPAGITIES AS LISTED W TNE STRUGTU2AL CENERAL NOTE�i. 1--�1 � �_ ❑ WDIGATE.S GOLUMN DOL,1N IA0._ESS WDICATED BY "Li' ONLY'. � U ( � L/ I � �./ � �x ��� � � .��� � 3 4_ � INDIGATES GOLUMN LP AND DOWN UNL_E°i9 IT BEA2S ON I I I N �*h g ,�'j '� - - - . GONG2ETE WALL 02 FOOTIN6 BE�a..�. _ M A I 1`I J�- � V � F-� � i� A M I 1`I � � J.�-- A I I DAT E � "' � 4� _. r� � i � 5 �P J D I G A T E S T O P O F S T(2 U C T l J 2 A L F L 0 0 2 S f-�A T H P J G I/4' � f-O' ^ �'4��L Y � , � , � ELEVATION. . ; _ G. FiEAOERS SNP.LL 0E (D)-Z X 8 Lt�l_ESS NOTED OTHERWISE. . , ' 1 - 31 a �5 t��� } 7. GOLUMNS SHALL BE (�)-2 X G UM_ESS t�SOTE� OTHE2WISE. Z �+.� : .�, 3 _ ' 8. EXTERI02 WOOO GOUJ`9NS SNALL 0E CONTPJIJOU�� FROM FL002 � 3- � +� 9 �¢'7� �� <i ` 'f0 CEILWG 02 FLOOR TO 200F. T2IMMER�i SF-IALL 0E ADDED , ,V���� TO NOTED COLtXr1N S�ZES AS REQWRED. . ' 9. ES����`T!3 OIGATES WTERIOR BEA2N6 LJALL9. FL002 JOIST r�'2 � ; GATIONS SHALL LII� U' WITN STUDS OELOW. � �` � � 10. EXTERIOR STUOS SHALL BE SPAGED 2'--O" O_G. FC2 WALLS � t , SNORTE2 THAN t0'-O". STUDS SNALL BE SPAGEb iG' O.G. � � '� +` F02 WALLS SH02TER THAN 14'-O" AN� HIGHER THAN 10'-O'. n(� ' � .Y � 11. A!L OEAM/OEAM AND •BEAM/COLLJf�@.I GOMLGTIONS SHP!! eE � �`V�( ";���� � MADE I..HTH SWi'��ON STEEL i'LATE COM�EGT02S WLESS hIOTED o���. � l , z - - . 12. ALL FL002 JOISTS SHALL 6E 9 1/2' BCl/4� AT P-4' O.C_ LJ.N_O. . � � � 13. STUDS IN WP.LL�i AT LP.TERP,L X-6R.�.GiNG SHP.LL � BE SPAGED AT P-4'. � �. � .: . � � _ , � Y. r i �' .->� - " . - . � - - - ; ���� - - _ - - . . - . - . . . . _ . �: rt,'a - - . . - . . . . . d '�: � '., x . . - . -. . . . . . . . . . , y ! c.ti . . ' . �;� ��5arr - �± s, ^. g - a .;- �� � - - . _ - � . . . . - - - - - . � . - . � . . . . "�:� 3 " .� �.i�„'� ��� y5.�; < � �y �i''I � ��4'''jF.�it � i ' _ 1 brai _ s,:r? ro . , .- ---- , . .5 . >. �-: . . - - . � . , . . . - . . . 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PLYWOOD = T_O. PLYWOOD T_O. I'LYWO00 L =�,�: I COLIJI`MI � lq � j ; Z ' C4) 2XG � � . ��.'O�= _ . ` 9 1/2' �GI/49 �' � � 9 1/2' BG�/4S W �J 9 1/2' BCl/4� � _ q 1/2' 0Gi/45 . - : ' GOLLJMN �� �' ���w+ �`�'� lP i AT 12' O_G. _ ; Lp ' AT 12' O_C. AT 12' O.C. Ip �q # AT 12' O.G: lP ��+� F CO��O`�� OPL.Y � , � OM._Y OPl_7Z � . Ot�Y , uuu.� � � ' � � � � . U � � �u ••• �t ;: � : ' I o � GOLUMN J � �Q • X O�L � CG) 2X4 N ' 0 ! ` GOLUMN p � , �C_ _ _ _ _-i CG) 2X4 � pj N Q = � Xuj 1Q � X � �j�--�;- - -; � COLUMN Z X J� . N .._ . . . � � J� �. N �� X � � . . 2 - - - - - —��: i - � � = v �- � - - � J � - - e - ..._ v- � � �S - - � - N I - - — . . I x _ � S - � W � x �- � , � E_ �� Q � � � ' J J � C'F) 2X4 ' -_: ;, � � _ _ , ' �' 1- GOLUMN � ; . (2)-9 1/�' V-!.. � (2)-9 1/2" Vl.. Q C2)-9 1/2' V.L_ _ (z)^9 I/2• V L ` 1 r , C'+) 2XG , � Q CG) 2X4 CG) 2X4 r COLLIMN �i�A i -OPEFI J Z'fAI . ' OPEN COLUMN OPEIJ STA12 COL OPEN STA12 " C �pLIJMN � � O O COLUMN _ � - _ . 0 ! , r � . 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FLOOR 2}9 1(2' VL, {2)�9 I/2' V.L �-00 (2)-9 1/2' V_L._ (2)-9 I/2' VL Q �-OOR 2 -9 I 2 V.LL_ , �p � :� C2)-2X STEP i _ _ _ . G >OLLY�M! C2)-2 10 STEP _ ; STFp (2 -2X1008) 2X4 ,� B ' STF? 2)-2XI0 � OhLY . OPLY N �-- z � - _ ; ..- ^ ' . , ' CH) 2X4 GOLUMN ; -f ' GO � Q _ - @RA�_ XI � , GOLlJN1N � � - - - - � - - ORP.GE Xt O . � se. iz�,-q" ,Zr-9' ,ze�-a ��e• i�o�-o� - - �... O . .- � - -- T.O. PLYWOOD T.O. PLYWOOD T.O. PLYWOOD � ; T.O. PLYWOOD I TS 9X9X5/1G � --- - - - COL. _ ^ p TS 6X9XB/1G � 9 1/2' BG/45 x � X X X (G) 2X4 � AT 12' O.C. C�"'" O � O � , � 2 8 9 1/2 � OGI/45 N 9 1/2' 6GI/q5 N . N 9 1/2' BCl/4b . COLUMN N • � AT 1'-4' AT 12 O.G. ,� AT 12' O.C. � ,�, AT 12' O.G. ,�, O � U � � N N N : N , 2X8 • � � . AT I -4 � - - - � � ^ , : ; C �OLIJMN C'}) 2XG � � � - CG) 2X4 CG) 2 4 GOLUMN � GOLUMhI COLUI"IN � I - � 57X9X1/2 �,P � � X I � ON_Y TS '7X5X1/2 � GOLUMhI ON._Y N O � � � � X i C�N . � (IN WALL) � N I TS BXSX5 ,/1G tp LP TS SXSXSjiG T� SXSXS/1� �.p �p T� SXSXS/�� � GOL. � ; OhLY OM_Y , COL. • ; GOL. Of.A... OM_Y OL- '.� � Ot�L ON_Y �RP. E XI OPLY O Y / � � ('�) 9 1/2' V.L_ ('�) V2" V.L. C'�) 9 I/2" V-L- , . • . . , - (2,}, 1/" V_L. _ - I/" Y_L. (2)- 1/ ' V_L (2?-`� V Y.L C�) 9 1/2 V_L_ �2AGE X � v - - , - _ -- - ` - , - _ : 5 ; y �, � � x �Y _� � � � � � � - - � ^ i � �O ~ •- ^ � � � � ' � � . I w �u► �o;� X u�i � . � 0 U �i N � � � � p x � � X � 0 � � X � �= r � � + U d� X i � W up Q rs sxsxs/t Q U � , ur� u� �' � X� rs Sxsxs/t6 � � ur� � NQ �s��/z X ii ; Q „ N�' ON_Y p�• ul COL. W Ot�Y OhLY � V NQ GpL. �1 uj W ��`!-Y w Q ul CP.f WP.LL) W 0 i � � . . � � � � � OC Q � � I � � � � OL � I " � 01 , ' U � � `� '. . a o ' Q � o o m 6X�2 6X12 OR S I/8� X 10 1/2' G.L. Lf (_,� 6X12 OR S 1/8' X 10 1/?�G.L. U �XI2 Lf U - - - � � �'R0 � ECT 2773 WOOD FRAMII`I6 1`IOTES: � I. ALL WOOD F2AMWC." JOISTS SHALL BE BGI/45DF TYPE �o,sTS � G-IECKEd bY K.O AS MANUFAGTLIRED 0Y 001SE GASGP.DE CORPORATION. ALTE2NATES SHALL HAVE E�UAL 02 �EATER GAPAGTY A�p SNALL 0E REVEI-JED � I I I � � I 1 I � /�'� . BY THE ENGNEE2 OF 2EG02D. - . ' � - \J � 2. "V.L.' INVICATES VE2SA LAM OEAMS AS MANLIFAGTlJ2ED � • SA�02 G2EATE2 GP.PAGITiERS A�NLISTED EN THEEZT2 JGTURAL VE THE I I � I� � L� I � V � I A I I !J 1-� O W � � DATE � - � Z "" 95 � GENERAL NOTES. V I I ` �-_ �-- . - �• � INDIGATES GOLUMN DOWN UNLESS RJbIGATED BY 'LJ' ONLY'. � O O � � � A M I l�l G � J.�- A I I 4. � INDIGATES GOl_ UMN LP Af� pOWN LINLESS IT 6EARS ON ��4• � p� � � 31 - 95 C�NC2EtE WP.LL Q2 FOOT6JG BELOW_ S. WDIGATES TOP OF STRUCTLI2AL FL002 SHEATWNG � , -{�--- �� �.va.rioN. , 3 - 13- 95 G. HEADE2S SNP.LL BE ('�)-2 X 8 lJM_ESS NOTED OTHE2WISE. "7. COLUf"Ihl�i SHALL �E (3)-2 X G WLESS NOTEO OTHERWIZE. . � . � - - - B. EXTE2102 WOOD COLIJNWS SNALL 0E GONTPJUpU�� FROM FLOOR • � TO CEILIN6 OR FL002 TO ROOF. TRIMMERS SNP.LL 0E ADDED ` TO NOTED COLIl�1N SIZES AS REG2L'lRED. � 9. �_� . „ __ -����__ _ DIGATES INTE2102 0EA21NG WALLS. FL002 JOIST ,� A • _ _ GATIONS SHALL LJNE tJ' WITN STL�Z �E.LOW. I 1 7 10. EXTE2102 STUDS SHALL BE SPAGED 2�-O" O.C_ F02 �.IALLS � Iw� SHORTE2 THAN 10'-O". STUDS SHALL 6E SPACED 16' O.C. � � � FOR WALLS SHORTE2 THAN 14'-�O' ANO NIGHE2 THAN 10'-O". - � 11. ALL BEP.M/6EAM AND BEAM/GOLUN4J GOMIEGTIONS SHAL.L BE N MP.OE WITN SiM'90N 9TEEL PLATE COMIEGT02S UNL.E99 NOTED � OTaE2WISE. � n � 12. ALL Fi002 JOISTS SHALL 6E 9 1/2' BGI/4� AT I'-4' O.G. U.N.O. ' n I` 1'S. 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' O " � � COL 6 � � � �9 � � C40LUMN L ALL L.lOOD F2AMRJG JOISTS SHALL BE BCl/45DF TYPE JOISTS r ,, y J AS MP.tJIJFAG"fURED BY BOISE GA�iCO.OE CORPORATION_ ALTERNATES , � 3 � i � � 3 � � ' s�-�.� i-�o.v� ecauo,� oR c,rtEO.r� cc,�o,urr o,r-n SFUV_L 0E REVEWED � ' "`.:t � � � I �I � � I 1� oI I X $ � BY THE ENGNEER OF REGORD. �'�' �,• i , � _ � f I I � �i1 � � � j `� 2_ "V_L' II�IOICATES VE2SA LAM BEAMS AZ MANL�AGTU2ED � � �,�� ��a � �, X�I 1 X \ B Y 0 0 1 5 E G A 9 G A D E G O R P 0 2 A T I O N. A L T E 2 N A T E S S H A L L N A V E T H E �d.� �� � i�: . ON�`f X; �I .. � : ' p I I rt1 v „ � J SAME 02 G2EATE2 GAPAGTIE�i AS LISTED W TI-� �iTRUGTURAL � g � z�y , ��� . N � �'� ; ; 3 I � � Q GENERAL NOTES. . ' 1 t � ' -?t � �- R1 I ! I I 3 '�. ❑ INDIGATES COLUMN DOLJN UNLES�i CJDICATED BY "LP ONLY'_ • 'J r> F€:�' � ' � . `� 1 1 ' 1 108'-10 1/4' � � � � ` " ���,� x �' i • I I . � . 4. � INDIGATES GOLUMN t�' A� DOI..W LJNLE59 IT 0E.A2S ON �` + � I y - - I I _ : � - - _-- _ T.O. PLYWO00 X I I J OL � GONGR�TE WP.LL OR FOOTPJG BELOW. ;. �-' � � �` ; . ` , ��,� . ... � . . . � - . . ^ , . +. 1 r . p 5 ��— - -- --- - S S AL FLOO S A � : _ - � I I > � � QJOIGO.TES TOP OF TRUGTUR R HE THPJG . , �: � ('�) 2X8 C8) 2X8 I ' � � ELBVATION. /�7� y� �e � �Q � E\iF �� �� �/ s �� ; ` , I � � G. HEP.OE2S SHP.L.L 0E (�)-2 X 8 ItJLESS NOTED OTHE2WISE. '> ���}�k z�yt > � . , . ` ` GO �LUI"W � � � ` '`.r`� =u�'' '9��:: , - -. . . ` '' - -- - - - I , �, � • --- — - - -- ` - `-- GOLUMNS SHP.LL 0E C'� -2 X �o l�1LESS NOTED OTI�2WISE �; ` 7 � � � . . I I — - �'�) _ _ - - - � g T�TNOTED COL_LMN SI`Z 9� S REQUI2E MMERS��SLL�OE P.DDED (�(� C� ��° f� � . _2� ��-zxe 5 A E�� � , � � O E A D. u7GCK _ . . . . .. - . - _ . � - £ f, � w �� , � , 9. /77i/�DIGATE�i MTE210Q BEARPJG WP.LLS. FLOOR JOIST s��,% ' :�, � • , ���J� G�GATIONS SHALL LWE LP WITH STLJDS OELOW. � �' � ;� 3 � C�pL�� 10. EXTER�OR STUDS SNALL BE SPAGED 2'-O" O.G. FOR WALLS ` 1}�`ti sA� +,� 5��, . 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W � A ' � �R � 2 X FLOOK SHEATF$.IG 1/2'm X (6' ENHED) PLYWOOO SFEATFNG PLYWOOD SFEATI#JG � � o � 4. = O � �, �. 1/2R m XD(6 Et�EO) AATN,C� BOl_TS • � ---� ---_- � .� � � C2�kS GO Q O „ .- AhIC BOLTS . x ' =III ' __ � � m � � � � ; < ,� � � s ,, K � a.r c�>-ss cconir.) • 4I lII � �s AT 2'-0� � � � ° � WTH SFEAT1Nf' WALL � (4)-� (GONT.) EAGH WAY �, F �. . c4�-«s cconrra Q �q —J C7 Y � »� � 2 X 4 KEYWAY Q « �� zx (rr�nrr�) Hrr►+ vz' m � � (� � a .. �' P�-� X (6' EhHED) ANtNOR 601.tS - - - w6 AT 2'-O' X �: p�-� � ,,, o AT 2'-O" . FL002 JOISTS . FLOOR .JOI�iTS �' � rtE: �o.N = , ae: r�a,ni " z�: rvw w �-oc� b � ��s a � (4)-�5 ' • . Ahn SI"PSON ALTERNP.TE � � (4��s =111 � � �` °�� io• ��� ��►+ iV SIDES III 111= (z�ixu �nc� Noa..�� . MD C�.I�D WTH j/4 d EQ. EQ. 2X14 TREAT�O LEDG�2 . - �""- X (6' ENBEO) EXPPJJ`�ION FLOO2 JOISTS . � . k.. anrn ANClIORS AT f-4' COP'PACTED BACKFLL ' . 2E: PLAN 5' SLAB-�ON-GRADE E��/� (An+c►IO2S ' %2'�Tea_T�s AT 2'-b' b = <. ���.•`pONA • FL002 SFEATIIJG , �JW.W"�1�FGXfo-W2.1XW2.1 1 1/2' . • AT 2'-O' O.G. L4X4X'�/8 GONT. IIII ' IIII C2)-�eS GONTFIJOUS ' �• � •�`�sr��0 7 �p'• . L 4X4X1�4XGONT C�• �c�o AT 12' EJCP �ANSION x (6qNGHp(�ENHED TD) _ � �� wn� i/2 m x (4' ENBED) ' BOTH WAYS � Vz• c�rz. ' � 2'-0'. -111 IIII *° EXPANSION ANCHOR BOLTS �. pLAN �e � = H021ZONTAL AT 1'-0' GONPACTED BAGKFLL ��O AT �' �S i BOTN WAYS \ N.�?�p,�i= +►6 AT 1-O' ar6 AT t2 _ �c6 AT IZ' - GOI"PACTED BAGKFLL R ���F� .n��Ql'��� "� � � S � GTIOI`I 1 . � �o� P .. ' �umna . �li`s Zx �TREATE�� BOTH L.WYS = = j/4' = 1'-0 . �S AT p-4' 1 1 1/2' GLK. • VE2TIGAL s � �p � P' EXTERIOR STUD WITH 1/2'� X (4' �n �n S EATLNG �TDAT��O.G. FLOOR .Kr`�TS �6 AT 12' X f-O' - �►6 AT 12' X P-0' _ R6 PIAN WTH i ? i Z 2Ee PLAN ShP��ON IT F1ANGfKS � F - ' F . - , . ' . � 1 1/2' GL2. ' �5 AT 2'-CY X 4" O ' s5 AT 2'-O' X 9' O � 1/2' 150LAT10N JONT � ' '� 2X4 KEYWAY � ' '� 2X4 KEYWAY trlo X � AT 6' • - i/2' ISOLATION _IONT • T� AI�b BOTTOM T6� � BOTTOM �2)-� GONTC.LJOIJS ��-�{�A� � � 2E: PLAN . RE: PLAN � . � �� aS AT 8' X 1 1/2' ISOLATION JONT . . . _ -I�I RE: PLAN �i �N � AT 1'-4 tr5 AT P-4 . . �: pLqN t-d' � 4' SLAB-ON-GRADE = TOP Ahd BOTTOM = TOP /�hb BOTTOM =III � p�� 2E- PLP.N MS AT 2'-C Y 2X4 KEYWAY . � - , . - . . RE: PLAN ' . • EACH WAY � � , (6) sS z GONT_ - -- - - - - - - - - - � - = - = . : � ' : � ' 2 X 4 KEYWAY TOP � BOTTOP� - � o o.o � . . - . . � • • � • . . . ����������� 4• � � Z X 4 � - :p0 �° •• KEYWAY _I ' , . � . . � . . ' _� - � • . . � � . . ' � AT 2'-O' X • � � • 4' • . � • . . . . . � _ � � � TO��nOM ______�_��: � . . . . . . . � I LEGS - : A � ALTE2NP.TE � �j ' • . � • • . . • • • ,• o :po -o• oc•. 0ocou = , _ _ , = 1V SIDES = � . . ' � • ' � . '. . ' - I..I�. . . ' . . . . - . . ��� �9 ��� 10' ��� `y q� �O, �p 6' • _ . N • � - . ; _� _ _ _I = _ � IIII IIII 2e_ �o.N Q Q Illl . ,. . : � � - - _ = _ \J 2E: PLAN �►G AT �-CY _ . . � � —(2)-sS (GONT.) � � , (2)-�5 (GON7J - I O � TOP FAt.b - - _��� ���) C2)-�eS GONTY�tJOUS Q =III 2E: PLAN 2E: PLAN � RE: PLAN RE= PLAN � W � . r'�oP o,r.n a°o�'rrori 5 � V T I O � �- wNOioni c�XC BoNr°.�n2��� S � G TIO1�I 11 S� G TIO1`I °I S � G TIOI`I � �,4• ,,� � � ,�-� � ,�„� Q 0 � '�,4� a P-O � '�,4� � P-O '�,4� � f-O = � O. EXTERIOR STW ,,.� W. �j►�p.,,� S � G TI O1`I 2 -� . 2X (TRE.ATED) W/ EXTERIOR STUD 1q/2�.�'A�{pX�(6�-EWTBSED) WALL W/ SFEAT�NG . '�/4" = 1'-O O � O AT 12' O.G. 2X (TREATE�) W/ tr5 AT 2'-O' X 2'-O' O � U 5� FL002 SFEATH.IG Iq/2N'�m1�pX2(6�LFl�BF1�) 4' GONC2ETE SLAB WOOD POST W111 6X6-W2.iXWZ.1 AT 12' O.G. Fi-002 SFEATHJG b � W/ GX6 WZA X WZA , �: �.N , J RE+F ARGH. 2E: PLAN ��AY N PLYWOOD �S/NEATFNG � SP'PSON LGB � � � POST BASE / ^ c4)-.s ccoN-r_) (4)-.s (coNr.) ryi I� -- GONCRETE sv.e e�"a.c WAY ��%�' � v , � . - ON G2ADE ca: ri..w 2X GONT. TREATED � � � ��� _ _III . q� '• ' 2E: PLP.N �PLAS�f�HED) 1/At CFI�Okx � isoi..o.na.i .�r f � =111 . : �ooz �as-rs �r o.r z-o' O � a c 4�s cc o N r.) r-toort .�oisrs 2e: e�.o,r.i w/ nirE2� �AZr.� Vr iso�..P.nor� .ionlr 2E: PLAN S I'�P SON I T NO"fb AT SMLP.R SEGTION FL002 JOISTS � ������� ��� �� �"�`�'1' ` ^ � f-!o� HANC-�RS ENTKY SLA6 SHALL REPLACE � 2E: PlAht W/ BLOGKfJ� Z . r� � . 2E- PLAN KfJ . 4' CONG. SLAB WTH L 4X4X1�4XGONT • � • pkNEWAY (2E: SECTIOhI 7/SE.1) • . APn SNPSON Q � o � o � • • � . . o � 6X6 W7�.OXW2A W.W.F. W v WTH 1/2'� X (4' FJ"BED) A4 X � 1O• ' � �� EACH �a • o � � • o ��FEA/TF�.�YWppp EXPr� ANCMOR BOt_TS AT I'-6' 2X (TREATED) WITH 2E. PLAN = . . I/2'm BOLTS AT 2'-8' 6. �: P�N 6. FLOOR SFEATF#JG � � � . . _ . . � - � � L4X4X3/8 CANT. RE� PLAN _ O . • ' ' � WTH j/4tm x (6' EWBE�ED) = - = - - - - = - - - - - - +�lo AT 12' �6 AT 12' EXPAN°JION ANGHORS AT `"` - 1 1/2' CL2. � � BOTH WAYS 1 1/2' GL2. ' � BOTH WAYS 2'-d. � COWPAGTED BAGKFLL COhPACTED BP.CKFLL •S AT 12' �t6 AT T2' = t�� AT 12' _ BOTH WAY _ CANPAGTED BACKFI_l_ S � G T I O 1`I 5 . - _ _ �/4" = t'-O j ' � I� � '� II, cz� .s {�0 � ECT 2773 +6 AT t2' X � i-O' - w6 AT 12' X � f-O' ' _ • _ F-0� -�`�TS - - RE: PLAN � FLOOR JOISTS -- - - . � ? RE= PLAN WITH . 2X8 (TREATED) LEDC�R ' � � � � �S AT 12j �L � ��s '� �E ��� �waJ.�s�o�, CIi ECK ECI bY K � •5 AT 2'-lY X °r O �S AT 2'-d X 9' O O 1 I 1 (2)-2X12 (TREATED) ��� AT 2'-O� !'J 1 G1 I.JTH '�/4 � � ' � 2X4. KEYWAY � � 2X4 KEYWAY . N 2X4 KEYWAY X�6���) �� AT�`�"�-� `�GT�'- DATE � - � 2�95 - . (6)-� (GONTJ (6)-� (CONT.) (4)-wS (GONT.) EXPPJJSION ANCFIOR RE: F'LP.N . TOP PJ.b BOTTOM RE= PLAN . TOP Ahn BOTTOM �: PLP.N • AT P-6' SEGTION IS FLPPEi� STUp WALL ♦S A� P-4' � AT f-4' �S AT 1'-4' CLOA� BEA21hIG) � � TOP AFD 00TTOM • � TOP AF� BOTTOM ' . . - _ . � . ' , � • . . • . ' � . : . PLP.TE W/ %�� T�4' �S AT f-d EAGH � - 3 � ^9 cJ � - _. � WAY, BOTH SEDES ; . . . • . : . � . � . o .�"`� . . � �oni°�`c-�a,vE s�''•B A�o-0,�wc►�ort eo�r «s x � a.r r-o' 3 - 13 -95 � . - . • . • . . � � � • • , . : . . . � ( ze: p�a.N � . . . . � � � . . � , - - � . � � . . . . . . � - : � � ' � - . - - �� . ' � . - . �• . ' . . . , • .� 2X4 KEYWAY . . . . , . . . . . , . . . - � . . ' 9. . . . _ _ _ _ ' Q ��� ��r������.� . - - PLAN �r���.�� L� , � . 2E: O . � ' . Ar O�o . . . • . Oooao _I �y ��� • 10' ��� �y ��� = = 10' p� � ° . ('��-MS (GONT � 1 = ° = 1 - - _ . ' ' (2}MS ( .) � ' (2)_� (GONT ) ' -��� ��� ��� ��� ��� ��� ���� ('�)-xS GONTIhLJOIJS 4' 2E: PLP.N 4' 2E= PLAN � � KE: PLAN - RE: PLAN ' . � � . S � G {O, 1`I 2 � S � G — 101`I O S � GTIO1`I � S � GTIO1`I h � S � GTIOi`I � �� T 1 � 1 �, � '�/4' � P-O '�/4' = 1'-O �/4' = 1'--O �/4' � 1'-O '�/4� = 1'-O �� � cf�i�r . , , • . _ . . ._ . . . . _ . � . . . . . . . . . _ . . � � . . . ' . n _ NTERIDR BEARNCG W ' ' � `�' � .o Y ��rn wn�s "' ` � � � � $ 7 s�ne-oni-c�� . . � U " S '�¢ =N 2X GONT. <TKEATED) RE: PLAN '� I� a �0 CiENERALNOTES �� P�'�ODDECKAI�/ORWAFERBOARU PLATE WITH 1/2� m �� Q,�, �,� 1. EACN PANEL SMALL BE IDENTIFIW W14H TME ORADE- X (4� EM6E�� - �: _ TRIIDEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND ANGHO(t BOL_T AT . � Q� . � 0 ..� - --: ._,j � �� L�YELO�S�{SEQ� SWLLL MEET THE REWIREMENTS OF U.S. PRODUCTS Z�-� - Q STANDARD PSI, lATEST EDITION FOR PLYWOOO. ILLL � � � ^ -- p y � A ROOF � � PANELS WHICH HAVE ANY EDOE OR SUIffl4CE PERMANENTLY • (2r1�Sx GONT. T O A - ._ _M . .�:_ �• ` �_ aa. E%POSEDTOTNEWEATHERSHALLBEOFTHEE7(TEWORTYPE. � - - - -r � - -.- - - - -��- ! - -s B. TYPICAL FLOOR �0 PSF p. FpR FLOORINO USE Sl1^ T86 STUR61fLOOR SHEATWNO MS AT 2�-O° � � " � � � - -■ '- NAI�ED AT 4" O.C. ALONO PANEL EDCiES AND AT 10" ALON6 ' Oydo�o O Ao -0.do'.Lo O � NTE�LRIOR 6EARWG - �; .. c. nnNO o ., r : •_ .{'•�8°�. . nr'�n., Q O • A !� . ►� INTERMEDIATE SUPPOR75. - .� 7. BASIC NAND SPEED � �N 3. FOR ROOF USE 314' (�82{ SPAN RATINO) EXPOSURE I NS X CONT. AT III II II III= _ �/2� �j�LAT1ON .JOM J � : �. .. � 2. E%POSURE B S H E A T H I N O N A I L E D A T 6" O.C. A L O N O P A N E I E D 6 E 5 A N D A T M l p-H F J G H T ' / � " -���p 1 T A L O N G I N T E R M E D I A T E S U P P O R T S. V ��2• I S O L p�T b N .J O�J T 4� G O N G. S L-A B � V D. EARTHQUAKE IDNE � 4. EXTERIOR WALLS SHALL HAVE ONE LAYER OF t/7' ��Z' �`ja,q'r�pN JphJr � ZX GONT. (TREATED� WITH GX6 W2AX - T� - �- _.� � PLATE WITH 1/2' � W2, W.WF. ph� O � EXP0.5URE I SHEATHINQ NAILED AT 8' O.C. ALONG PANEL � X ('}� EMBED� rj�g� �.,`(�„�QQp 2. FOLNDATIONS ED[iES. RE: PLAN �jLAB-ON-G2ADE _ a � � . 5. DIAPHRA(iM SHEATHING SH1LLL 8E TME THICKNE55 SMOWN ANGH02 BOLT AT �j►�P�T H�.�( U � ty • A M1U(IMR1M SOIL �SIGN PRESSURE �000 PSF � � 2 -�� � � � � - ON PLANS WITH THE FACE ORAIN PERPENqCULAR TO �K -��N�� cJ�Ec), W �; P��j � ��' SUPPORTS WITH END JOINTS STA06ERED. p[ B. CC1NTIt/YCTOR TO FOLLOW ALL RECONMENDATIONS IN SOILS REPORT B. INSTALL SUITABLE ED(iE SUPPORT BV USE OF PLYCLIPS. � � � . ' Q � -- � NO. GS-1444 BV CTUTFqNP50N, INC. DATED FEBRUAFiY 21, 7995. � TONOUE AND OROOVE PANELS OR SOLID WOOD BLOCKING ( -- - T - ` - -- - - - - - - -� � . - O o Op ' o �• o .0�, o �O C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BETNEEN SUPPORTS. � e6o�11, ayA. 8 0 , � O. , W �� PLAN . - - - - - - - - - - - - BEARING ELEVATIONS SHALL BE VEWFIED IN THE FIEID YMTH ACTUAL 4 S'O��_no O_R :' ' � '. o � � ••�mppA�q� . E. ON THE DRAWINGS�AND SHAIL BE "BCI JOIST" AS PE NOTED . . . - 2X4 KEYWAY - . • " ,d� ••��•.�. ��� CONpT10N5 BY CONTRACTOR NATH APPROVAL OF SOILS ENGINEER Q � �1 � AND ALL 80TTOM OF FOOTINGS SHALL BE A NRNIMUM OF IB" BELOW MANUFACTINtED BY BOtSE CASCADE CORPOIiAT10N. � � � � _ � � � �: pL/{1.� � .,���� � �G�SiE/���� ��� . EXTERIOR GRADE. ALTERNATES SHALL BE REVIEWED BV THE ENOINEER. NIEB (�}-7P5 � - BLOCKINO AND BWD61N[i TO BE AS REWIRED BV THE JOIST (2)-7�Sx GONT. ' ` D. ALL FOOTINGS AItE TO BE PLACED ON FIR UNd5TUR8ED, NANRAL . - - - - - - - - - - - - (��"� ! " . M�. MANUFACTURER. . . • � *� SOIL OR PROPERLY COMPACTED BACKFlLL, APPROVED BY THE SOILS ENGINEER. BACKFlL.L SHALL BE COMPAC7E0 T09bX (NANINUM) F. PROVIDE BRIDGIN(i PER NANUFAGTURER'S � E �i � - 5T/WDMD PROCTOR DENSITY. IF SOFT SPOTS ARE ENCOUNTERED RECOMMENDATIONS UNLESS OTHERVNSE � � � ��O� RENpVE SOIL AND RECOMPACT WITM APPROVED ' NOTED ON STRUCTURAL DRAMAN65. RE: PLAN 2XB (T2EATED) y �. O �� . 6. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE � �D���� �/4' m ,,,���F CO;��P,', � � � E. DO NOT PLNCE BACKFlLL AGAINST B0.SEhENT WALLS UNTIL MI6 - ��PAN�jIQN ATJ�}b25 LEVEL FLOOR AND MAIN LEVEL FIOOR ARE IN PLHCE. FOLlO WING STRE55 CAPACITIES: F4 ]800 PSI, E = 2.000,000 AT 2�-O� F. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR ORID P51, F� = 750 PSI, F� = 285 PSI. BUILT IlP MEMBERS � 5 � G T I O � I � � LINES UNLESS OTHERNASE NOTED ON PUWS. SHAII BE CONNEGTED IN ACCORDANCE WITH - MANUFACTURERS RECOMINENDATIONS.CONTRACTOR SHALL � � HAVE THE OPTION OF USINO 3 7/2" OR 5 7!4" WIDE MEMBERS. � ��4� - ��� �2�-� � G. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD OENSITY TESTS - FL002 JOISTS ON CONPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-0N- L 4X4X1 4XCONT. PLAN GRADE. A NNMMUM OF Z fiEPRESENTATIVE TESTS SHALL BE TAKEN 8' �E�L' � WITH 1/2 � X (4' EI�BEOED� fOR EACH FOOTING AND SLABONGRADE. � STOhE VEtJEE2 EXPANSION ANCHOR BOLTS - � A ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL 2E: A2GH. AT 2�-O� � - H. NOTIFY SOILS ENGII�ER WHEti EXCAVATION IS COMPLETED SO THAT SUBSTITUTIONS. 1 - - CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL B. VERIFY ALL OPENINOS THROUGH FLOORS, ROOF AND WALLS WITH 1I2� ISOLATION JOINT . OR CONCRETE. MECHANICAL AND i�j AT P-6� � SLAB-ON-G2ADE EACH WAY 3 �r R T ; ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, • � WITH 6X6-W2.1XW2.1 LINTELS, AND W'�"�'F i�j AT P-O� EAGH A ALL C0.ST-IN-PLACE CONRETE SHAI.L BE MI10E WITH TYPE 7 RE�UIRED CONNECTIONS ARE CONTRACTOR'S COMPIETE � 2E: A2G WAY, BOTH SIDES � PORTLAND CEMENT, STONE AGGRECaATE AND SHALL OEVELOP 3000 RESPON51&UTY. P51 COMPRESSIVE STRENGTH IN 28 DAYS. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL III � � EQUIPMENTOROTHER - �f��l� 2X4 ICEYWAY �j X AT P-O� . 8. CONTRACTOR MAV POUR SLABS-0Nj'aRADE CONTINUWS 1WD . ITEMS TO BE ATTAL.YIED TO THE STRUCTURE, ENGINEER'S APPROVAL I 1=1111 - SAWCUT JOINTS. JOINTS SHALL BE SPACED 70 FEET AND OF CONNECTIONS =IIII=IIII=IIII-III � � SANCUT 7" OEEP X UB" WIDE NATHIN 72 HOURS AFfER POURING. AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLV • � _ _ _ _ ' _ _ q� I . I � CARRY AlL SLAB REINFORCEN�NT THROUGH JO1NT. DETAILED ON . - � . . , � � ■ ARCHITECTURAL AND STRUCTURAL DRAN7NG5, RESPECTIVE i • • o O o •• o •O° � � C. SLABS, FOOTINGS !WD WALLS SHALL NOT HAVE JOINTS IN A SUBCONTR/YCTOR - p q � • ,o�A'n�,oA : OJt'_'n O . � � HORImNTAL PLANE. ANY SHALL FURNISH ALL HANGERS, CANNECTIONS, ETC., RE�UIRED FOR III I � L 4X4XI f 4XGONT. _ ' ' STOP IN CONCRETE WORK NUST BE MADE AT THIRD POINT OF SPAN INSTALLATiON OF I��- WITH I/2 � X (4� Ef"HEDED) L 4X4X1 4XCONT. �'��-� � HIS ITEMS. WITH 1/2 m X (4' EN�EOE�) w�7H vERTICaL l II' A�A�ON ANGHOR BOLTS BULKHEA0.S AND HORIZONTAL SHEAR KEYS 11NLE55 OTHERVNSE � - SHOWN. ALL D. PROVIDEqS PFIALTIC MhSTICCOATING ON ALL STEEL AND WOOD EXPANSION ANGH02 BOLTS CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY EXPOSED i0 THE EARTH. �� � 1 /� � THE ENGINEER. E. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE A4 � �,_6„ 1�S X � N RE PLAN - �` Q - SHONM ON THE ARCHITECTURAL DRAWINGS �'} X � D. ALL CONCRETE WiDRI( AND I�INFORCEMENT OETAILING SHALL BE IN �T ' -�X � O ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION. F. ALL qMENSIONS ON STRUCTURAL DRANANGS SHALL 8E CHECKED AGAINST FIELD AT I�-6� 2X4 KEYWAY UNlE55 NOTED OTl�RNASE ALL EXPOSED EDGES OF CONCRETE ARCHITECTURAL ORANANGS. Q WORK SHALI. HAVE 121NCH CHAWFER. USE ST/WOqRD HOOKS ON DOVYELS UNlF55 OTHERVNSE NOTED. G. ALL STEEL BEAM TO BEAM OR COLUMN CONNECTION PLATES SHALL BE WELDED � TOGETHER UNLE55 SPEGfICALLY NOTED OTHERWISE � • . • �,/ L� G T I O � I �/ � 4. RFINGORCFNFNT; O ' � A ALL REINFORGNG SHALL BE HIGHSTRENGTH DEFORMED BAFtS � • - � � (�� -� '�/4' _ �'-Q C 1 � CONFORMNG TO 115TM GRADE 615, GRADE 60 EXCEPT TIES AND I PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM RE: PLAN ', , ` O O DESIpJATION A675, (�tADE �0. -�� B. WELOED YNRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALI BE 5 � G T I O 1`I 4 , � � � LAPPED ONE FII�L MESH AT SIDE AND END SPLICES AND VNRED � INTE2102 BEARNJG �/4" = 1'-O O Q .�� - . . 70GETHER ALL 2X GONT. (7REATEp) O � ' ` C. REINFORCEMENT PROTECTION: PLATE WITH 1I2� Q 1. CONCRETE POURED AGAINST EARTH 3" 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) v 2" • 3. cOwuwS ar�D B�5 mE en2s) t-trr• X 4 Eh'BED ANGHOfL ' 4. SLAB6 AND WALLS (NOT EXPOSED TO WEATHER) 3l4" OORA N THNC� � D. NO SPLICES OF REINFORCEMENT SHALL BE MI1DE EXCEPT 0.5 � � - DETAiiFD OR /LLITMORIZED BY THE STRUCTURAL ENGINEER. LAP - ^ SPLICES, WHERE PERMTTED, SHALL BE A MNIMUM Of 36 BAR ' ' - DUIMETERS UNLE55 OTHERVNSE NOTED. MAKE ALL BARS W � . IN'fE2102 BEP.2ING . CON71NWU5 ARWND CORNERS. - E. PLACE SWO p6 (PER 8" THICKNESS) YNTM 7-0 PROJECTION AROUND WALL � _ ALL OPENINGS IN CANCRETE WALLS AND SLABS. ALSO PROVIOE TWO (2)^#S CGONT.) +• n NS X 4'-0 dAGONALI� AT EACH CARNER. � O � - Q_ F. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING _ � FLOOR ,IOISTS AT POSITIONS SMONM ON THE P�ANS. ALL REINFORCEMENT TO BE NOTES_ R�P�N 'WITH / ^ > � HELD SECUREIV IN PROPER POSITION IN pCCORdWCE WITH qq 378- 1. BEAb FIORIZONTAL BARS HANGERS I � . I w � � n NTO FOl1�AT10N WALL. ' � . , � 5. �TR���- y�+��y: 2. AT SOUTH Ehb OF BUTTRESS. . PI.ACE (h)-�S BARS VE2TICALLY. 1/2" ISOLAYION JOWT = '�. AT SMLAR SECT70N, SEGTION ' � C. UNLESS OTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAR � IS Fl_PPEp gYWET2ICALLY � - CONNECTIONS WITH STEEI BOLTS OR WELDED E�UIVALENf. SELECT , ABQLfT 6,�qLL. . - CONNECTION AT EACH SPLICE TO SUPPORT 80% THE TOTAL UNIFORM O . . � LOAD CAPACITY FOR EACH 61VEN BEAM COMPOSITE MEMBERS. ' - . , »s x -' AT r-a� � D. MINIMUM WELDS TO BE AISC AND/OR AYYS BUT NOT LESS THAN 3N6" � � � -- CONTN410U5 FILLET UNlE55 OTHERWISE NOTED. . 9„ - a5 AT I'-O" E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSINO THE AMEWCAN , EAGN WAY � - WELdNO SOCIETV STANDARD �UALIFICATIONS TESTS AS DETAIIED • - �N nws o�.+. BOTH SiDES ' . - - - - - - - - - - - - - . F. PROVIDE TEMPORARV BRACINO AND PRECAUTIONS NECESSARY TO 1/2� �SOLATION JOINT • p°o' oOO:°• oOA: ' o°• oOQ:°• o • � WITHSTAND ALL CONSTRUCTION AND/OR WIND LOADS UNTIL ALL - FIELD CONNECTIONS ARE COMPLETED AND SHEAR WALLS OR DECKS = O I ECT _ Z� �� ARE IN PLACE. J , . SLAB-ON-GRP.DE ' 2E: PLAN ��� . e. -�L.'itlBldlliiBflYl� RE: PLP.N - L A NONSXRINK GROUT SHALL BE PROVIDED AS FOLLOWS: ' t - � E C K E � V Y K O 1. BETNIEEN COLUMN BASES AND FOOTINGS. , T - 7. �; 2X4 KEYWAY 0. ALL FfUMING AND TRUSS LUMBER SHALL BE DRY DOUOLAS FIR, - LARCH, ORADED BY WESTERN WOOD PRODl1CT5 ASSOCIATION AND f DATE � � � Y. �:.7 S CONFORMINO TO UNIFORM BUILDING GODE AS FOLLOWS: . •;p0 0 •o°o � •:a O o •o°o • . 7' THICK - 4' NIIDE STUD Ib = 800 psi � � � � � � . ' 7' THICK - B" 8 WIDER NO. Y �h = 1250 psi � � " � � � _ • � . • ' . • 3" THICK • B" 3 WIDER NO. 1 ib = 1360 psi � . - . � " ' - ' 2 - C � - NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR � � � � - " ' . . � � J � ��J NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES. -� • . • ' . " . . � � � ' - B. PROVIDE t ]( 1 CRO55 BRIO(iINO NOT OVER 8' ON CENiER FOR ALL • , • J - � � - 95 - WOOD JOISTS ANO 2X SOLID BLOCKIN6 BETWEEN JO15T5 AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS WITH COMMON WULS . . - � ACCORDIN(i TO THE UBC SCHEDI�E UNLE55 OTHERYNSE NOTED. , " j'_Q+ C. LAMINATED BEAMS , - - 1. ALL LAMINATED MEMBERS SH/LLL BE FABRICATED OF DOUOLAS PIR ° - LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE NATH . as X AT 1' � WCUB. ALl SIZES SNOWN ARE NET. � - - 7. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN - ACCORDANCE WITH THE STANDARD SPECIfICAT10N5 FOR TNE DESIGN ' - NS AT 8' AND FABWCATION OF BTRUCTURAL GLUE LAMINATED TIMBER, EAGH WAY LATEST EdTION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMINO TO AI7C 117, 24FV8, O.F. FOR � CONTINWUS MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE RE: PLAN � SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED YVITH 2ER0 . � CAMBER YNTH TOP SIIRFACE CLEARLY STAMPED ON FACH MEMBER � � D. PIYWOODDECKAIiIXORWAFERBOARD . � { � � ' � S� � TiaN 2 � � � �, � � g� � � � � � o . �� - �.� - • ■ . � i � � - � � ��" FASGIP. RE: A2GH. , �, � � . isn �` .$ 'Z. . .a! - �n ROOF SHEATFIING �� � F ' RCJGE BEAM SNPSON LSSU •� � :y•y• '�a �`e , 2E" PI"'AN HANC'�E2 �/8' STEEL PLATE I'� `�•• + ". � �•• Ft..00R SHEATF$JG W/ �Z)-'�/4�m , Q r, 'i � TH2U-BOI_TS � ,� ROOF SI�ATF#h1G (y� � - e STEEL BEAM WOOD GOl1t�'RJ i '' ^ � 2E: PLAN W/ +• Z , . W% x mT BOLTS TE SNPSON 77 O � aJ STAGGE2ED � Q O � ., . � Q AT 2'-d' O.G. ROOF JOIST FLOOK SHEATMNG '" • .. A .�. _ -i- - 2E: �n�.i -J � � � f � owi " eeARn� wnu.s —� (� Y �: •�� 0 � _ � . � EXTERIOfL WALL 2 Y SFIEATHNG 2E: PLAN�ISTS j" i V � A �,`�� ., 20 JOIST ' � • Z� � Q :. BLOCKNG ■ �'L: RE: PLAN 2X BEARING WALL: w ROOF JOIST LINE LP STUpS �: pLp,N � WITH JOISTS ABOVE _. - V.L. 6EP.M ,.,_. . . ,. � STEEL BEAM S�°�ON W/ ` ,��amm�m��_. . t2E: PLAN W/ QONA�p � Z' TOP PLATE NANGER +,������ ���o1si • � R .�� (2X + f2' PLYWOOD) � • ry�• �;'�" ��. � W/ I/2 4� BOLTS � S -'; � - - ' • AT 2'-O' O.G. , STAGGE2ED ` � *� S � GTIOI`I 1 � . ` S � GTIO1`1 1 � S � GTIO1`I °I S � GT101`I 5 S � GTIOI`I 1 �'� � '. 9/4" = 1'-O �/4' = 1'-O �/4' = 1'-O 3/4" = I'-O �/4' = 1'-O ` y'9 �K Q,O A . : . a6. r°•��°:f: , ,,, oF �o�o�;. '. �......��....• . 200F SHEATHING • STEEL BEAM � - - � . 2E: PLAN - - , �/4'm THRU BOLT FL002 SHEP.THING Fi002 JOISTS . 1 - . . 2X (2PPEp) TOl' BEYOND - - KOOF S4�.ATHNG PLATE W/ 1/2"m 2E: PLAN W/ � - THRU-BOLTS AT SII`�PSON IT ��� �A� . - . DORME2 21DGE OEAM 2�-O' O.C. (STAGGE2) A HAhlGERS WALL . " - 2E- PLAN , - BLOCKNG - - . . � FL002 SHEP.THNG , .Y � v. R- I - - _ 200F JOIST RE: PLAN ' _ - - - - - - - - - 2X (BEVELEO) SH�M ( � � KOOF JOISTS �200F JOISTS AS 2EQUIRED AT 2)-1/2'� THRU-BOLTS ! , � P�-� RE: PLP.N (STAGGERED OPPOSITE) _ > � - . VALLEY BEAMS. � BEAKNG WALL BEARWG WALL �NAL AND GLUE)- � 61ACKING 2E: PLANOISTS � � • - � Fi00R JOISTS � - G.L. BEAM 2E_ PLAN 12E: PLAN WTERIOK BEA2NG /1/ A FL002 JOISTS WALL � L�(�� ' STEEL BEAM � �' �'�-P`N W� - - - 2E_ PLAN SINPSON IT Q . HANGF�S VL. VALLEY BEAM > � . - - RE: PLAN SEGTIOI`I A-A - ''/4. = 1 -O � Q - . S � GTIOI`I 18 S � GTIOI`I 14 S � GTIOI`I 10 S � GTIOi`I C S � GTI`Ol`I 2 � Z Q � �/4' a 1'-O �/4' = I'-O '�/4" = 1'-O S/4' = 1'-O '�/'}� ° 1'-0 . Q ` � - - � . ' �� o � � � . � �-�- P [ n WFEN � JOISTS A2E pa � � �+ • � CONTf-1JOlJS. NO O 200F SHEATHMJG , 200F SNEATHING O Q O SPLICE IS 2EQlXtEO. ��Py' _ FASGIA 2E- ARCH. _ (�� . � 2E�-. S�E TL 3%SE.1 K 2 � 200F JOIST. 2E: PLAN , O "'�J U= ` ' " . , FL002 ZHEATHRJG � L \ � � ROOF SHEATHING FL002 SHEATHING Q � wc OF JOIST � � • ` .i \ ���������������� �����r ^ , SPLJGE � 1 . 1 � � ; � ■ ■ I.JhE OF JOIST SPLJGE BEYO� + � .�.� ° BEVEL�D TOP PLATE � Z � ^ . : - � ` t .: E ' 200F JOIST RE: PLAN 6 _ �00 AJO�ISi S O � � - � 1 W/ SMPSON SU2/L - SINPSON IT FL002 JOISTS HANC�RS - 1 HANGF�S � P�N ' _ t - - �� WOOO BEAM � � ..�. .. - - GUT JOIST TO FIT 2E: FLAN LiJ HANC�2S INTE210K BEARNJG - � WALL- LIhE ll' � _ V.L VALLEY OEAM EXTERI02 � G.L. 21DGE BEAM STLXJS W/ � _ � G.L. BEAM RE: PLP.N RE: PLAN SHEATHBJG � JO�STS ABOVE � RE: PLAN ROOF JOIST RE: PLAN WOOD GOLUMN RE: PLAN O WITH SIMPSON GG , GOLUNN GAP � - _ . � � S � GTIOI`I 1 °i S � GTIOI`I 15 S � GTIOI`I 11 S � GT101`I � S � GTIOI�I � �/4" = 1'-O �/4' = 1'-0 '�/4' = I'-O 3/4" = 1'-O '�/4" = 1'-O - 2E: PLP.N PRO � ECT . - 2773: -� - - . , 2E: PLAN FLOOK SLAB ON - - - - . r FL002 SHEATHING Q 002 S.fHE�T� > � ',. NVE2TE.D SWPSON WVERTEp SWPSON OLOCKING � � i ' HUGTF NANGER HUTF HANGE2 ' ��������.. CJiECKEd bY I� ._ : ,.: _;.. . � � � _ � ROOF SHEATHWG ROOF SHEATHING 6 � / ' ; FL002 SHEATHWG � ir.rrerzioz eeo.RW� �ATE 1 - 12 -95. , �' WALL STONE FL002NJG - . . . � FL002 JOISTS tZE: A2GH_ FL002 JOISTS � _ 31 �g� - , 2E: PLAN , 2E: PLP.N � C . STEM WALL STEM WP.LL 3 — � 3 � 9J - 2E: PLAN RE: PLAN BEV p TOP PLATE ,. : c V.L. AM 2E: PLAN 200F JOIST. - � t'� ` - - � 2E: PLAN G.L_ RIOGE BEAM RIOGE. BEAM RE: PLAN �: pLqN . - - �� . . .;;�_.- -- . . ... ..: : ..:. :�, - -. _ �*• VL, BEAM r. FLOOR JOISTS DOI�L-E JOISTS V.L. BEP.M - 2E: FL-Ahl 2E: PLAN AT STEP IZE: PLAN � • RE: PL_AN FL002 J TS �g s � � T � aN 2o s � � T � oN 1� S � � TioN 12 5 � GT101`I 8 5 � GT101`I 4 � � ^ '�/4' � 1'-0 �/4' a 1'-0 3/4" s 1'-O '�/4' = 1'-O �/4' m 1'-O : � C� � �? � �a� . � � � - � � ;. � k. �� ■ ■ w � , . �/a' x j' x 6'-b• • o 0 STEEL STRAP � W + � � °o . � AT 2�N DOIELE �WTH %2'�THZU BOl_TS • � � J = � U' ) 2x STIb PACK ' BLOGKNG OELOW — U � F � o � (TYP. 4 PLAGES) WTH SFEATL#JC � a' � =n ' .� 2X WfW_ STIY� DOLLBE 2x TOP PLP.TE Q w = � ' B �• N FRONT /1� BEYOAb = O � L � ^� 4' x 16 STFC� I•I (•� I�wLL S'f 1D pE � � �/8' STEEL �UFE PI.ATE STEEL STRAPS F--' m � � C.1 m ' � I I � ' rrveRr� Sr�PSOr> > �.�SrS � . ��� � �r—Q o.(L2) ia(u) ' , J � . Q ,� T FLOOR SFEp�TFNG n w � �, \ W U W n .�r7T � • R� PL� �j' �j' �j' j' �j' �j� �J� �J� j� �j� 1 r ^ 9 m y O J �J s �1801(/�S ' � O ¢ J �v 0 � 8XI0 j o . .I � � I. BEYOPID r — - - I I 1Yr. �. .� �i�irH (� � �rs , i Vz' rrP. I . -�- � '" - ! �.--. I I ■ � � � � I I � _ _ _ I ' . B I• ToP PI_ATE , ('r`m. � C� I I � .���.•`'pORALD"'' • I • \ \ y W I , ,,���`�C-���G1STE/t �� ,�i -I -� I � / I I �. GF,�� N S•, � I 1 '. ; � � ! 3 .. � � I I FLA02 JCA`iT • �F� S � GT � 3 -,3 � y � � t RE: PLAN �.� : 101`I C - - - � - � - � .. � , � � ► 9 � .q�.: '�/4 = 1'-O •' P J� + N � I I ��4��F CO'p4��� � � . r N e-�s �O'6 / I (s) r-Ews oF oa�E � � BLOCKN6 AT STRAP`� � I LNE oF LS. GouNN �' �' �' S' 3' 6' �' � \ I I , ' (BEY01.n) BEh17 STRHP END�� 4' � Mn GOMEGTIONS OVER 2x TOP PLATES � �� AT EDCE (TYP.) \ I I 1 1/2" ��5� I I _ 1. SEGTION A2 - A2 OCCtX�S AT � � I/2' m 'fF�tU-60l_T BlXDr1G FAC,E COUMJ LOCATION`� � i T.S. GOLLhiJ 2_ �OIbLE JOI��T BELOW STRAPS WITH �E` � (I) KJd NAL PER JCJI`�T AT 2' FOK LENGTH \ I I L SX3 1/2X1/4 � STR�" I I ' � j. DOIBI_E BLOCK (5 FELDS) BELOLJ Sl KAP`� � I � _ JOISTS OLOGKNG 4JERE JOIST RW PERP. TO STRAP wrH (O IDd NAl_ PER JOIST AT 2' FOK LFIJCTH I I oF srRC,P. \ I I I FLOOQ .JOI��T � L 4X4X1/4X0'-7' W . 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