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U � � r � € � � i { � Z, [XXX'-X"] INDIGATES TOP OP FOUNDATION W?.LL ELEVATION. � � �{� !if�� � � � � 3. (XXX'-X") IIVDtGATES TOr� OF FOOYIN6 ELEVATIOt�I. `i� f g � +���4 4. GONTRAGTOR SFiALL FOLLOW ALL REQUIREMENTS LIST�D IN � 4�i ��G � � SOI t_S REP�RT. , r �';�` ; � 5. GONTRAGTOR SF-40�LL PLAGE (�)-�� VERTIGALLY'FULL HE16FiT �� �' � E�� 4 OF WRLL AT HEGF+ SIDE OF ALL WP�LL 5TEP5 HIGHER TNAH � f ' r � '( s ��.9 a 4'-O" IN ADDITION TO WALL REINFORGEMENT SktOWN OTNERWISE. ('�,f� � s 4.'.J € � 4 ' 6. FLOOR ELE�P�rIONS SHOWH ARE AT TOP OF SLf�B OFZ AT TOP OP �i � +� � PLYWODD �LOOR SFfEATI-fING. � � ' � �f� � m �. FOOTIt�tG ELE�/ATIOi�IS SHOWN ARE MAXiMUMS AND MAY N�ED TO BE � � �� � � s � L O W E F 2 E D D U E T O 5 0 1 L G O N D I T I O r t S. V E R I F Y G H P.N G E S 1�1 1 7 H S T R U G T U r 2 A L M � � � }3 i � _ � EI�iGINEER. 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I } _� GO UMN z- �- ---- ry ` I (V � --- --- � ' ' --- --� :�- 1 � -- --- - � I � _ � � I � s=-_-.—�_ _-- 1 I �----I '- �_ � �----- — I r. _ _ ____.�_ _ J -- _ , GOLUMN ' �-- --------- �f08=T-f1� > � 2 STAIf2 -- -- - - - - - - - - - - - l J-�XlO ' � � �-� � ; 9 I/1" BGI/45 � --� J � �,, � I ! � �_' �� ; ry � I ' - ----- l I � � �_- I �� � ' � � � � � N �i I/� BG I/45 4 � r �i I/2" BG I/45 �' I � i ; � � � ' , � � �� , J �` ; 1 ; AT I 4 -• ---------� �- �------- ---- � ; ----- --- --, � � --i � i ' � AT I -4 � Z � I ' Z � ji � - _ ._ .__----� �------- ----� �_� i__,4�a'-4" � �� � -------� --- � � � l ;- - � �� i � 1 ! f I' , I � 1 I ��i ,�I j � � I � � I " � � (J)-2X4 J J I f � - -- � �I ���� � ���i � ��_=� C_�� �--7 C-� I -i .-i -� �1 � ! � � } j ' I � ,� un� �---- : � n -�� i I Q l� i � � Q - - - - -(2)-�XTO . � GOLUMN � � �- 1 � - - ----------- - � I I . ' • �o�� ` ° o���i �. I r--- , � }i W Z I }(V W 7 � � , C2)=�X10 I i . `< 0 0o G�i , � 1 ry_ � �- \ � � > � � I I i I � i� � `�� Cio T R mo '�fi'-�i - i i � r N� I 56� _ � � ;ry r � = lI � � 56� l� l� io8'-8 V4° - � ---- --—� j i ;! � c y o � . . ; ; . � � I I I � � -I � W � �� � - � ----, -J ' ' � � Z Z T.O. PLYWO - 1 _ ----- - -- � ! I , �I , � = � � IOb-b I/4' � � � � _ � 108-8 I/4 � � � q I/� BGI/45 SbD C._-� i ; . � � � � -•---� i I ! �, � �� ' � � _^ � T.O. PLYWDOD ' 0 '�� " � - � ,� _ . _? 1 � � if i = � ' _ :, I I � I __ _ _ i , i I � I T.O. PLYWOOD � � ' 9 I/� BGI/45 � � 6� � ` � ------ - _ I 1J n i I AT 1 �4 � W W � i I � I i �� i � e �_� ° � , n � o ry� j , �� �t ' ,(V v AT I -4 }- - � � I t � ��..� � � i : �,. Q i f N _ � (A �.) �5�-2X4 ; N . ------------- � � � . � i r 1 _ - \ _'1 � k ( I '� '�j��/�;. �r` p s 5>,s � 1 I �, I � � ' u I N- GOLUMt�I � � 1 � I i � �i � ��Y�,• mos oes�o j_ ��� • � � �� � � ci I/2" BGI/45 � r 108'-8 1/4" � -- ------ -------� i I ' � � �'�i �� ��l:t,.���`�� I I .' I G I/� BGI/45 2 � � � � 9 I/Z BGI/45 j � (V 106-8 I/4 ; \� _ ' � �� I ------•- -- -- ---� j �' ' Ii I �����nu������ X _t' _ _ � � ' � AT I -'O 56D i ( � X AT I�_�4�� 2 ; ` � ' �b' 6 Q AT 1 -4 � � � - ------------ - -- -` I i ' , " � � �___ � �� T.O. PLYWOOD � �O E- F' T.D. PLYWDO ' � ' �---- � , ( tV �D � , ry - ---- - --- - �- - - - - - - - - � - - (�)-�X8 2)-2X8 ' (2�-�Xb �•v � v � ��)-2X8 i i � � ; � � ' ; i ,j i ' , � - � �i I/2" SGI/45 ' � UP OI�1LY X X UF' ONLY 2 �_i �- ------ --'' '--�� ; '' - --- �, � � � � AT I'-4�� �' �'i I/�" BGI/45 �� � Z � � 56D � �i I/�" BGI/45 � ! i � �i 1 AT I'-4�� � I � . 55Y � �p 56D I � . , ' � � 56D i AT I'-4" � � � i ; 1 (�)-ZXIO (� (2)-2X8 � , � ZXb �---,--- ----- - - -- ' . � i - - -- -- - - `-� ' -- : '' . ' *d' • � � C2)-�X8 �TB�_q,�� � ' C3�-9 I/ ' V. �3�-9 1/�" �/.L. ,-�--- , I � ,- - I U O OO N _ � AT I'-4" (�V � • �X � ' � � �s� � i 1 � : � W � � � N '' C��-2X10 I i ,'2)-�XIO -- 2X8 - �-, ' ^ Z d' 'd' 6XlO 6X10 �Xb �� P�T I p" �- ' ' `_ ' - � � RT I -O 1 (n . �\ �� 3 3 � � �.,, C' � lQ � �1� � 6X6 �D 6X6 6X6 �� 6x6 Z w Z " �� GOLUMN GOLUMN GOLUMN GOLUMN (�)-ZXIO (2)-ZXIO � � ..� 3 3 �- Q '�' U = J "� 56D ^ 56D �' i �" �"` - di � • N � . � Q � � � t� _ z � '� � . �� ��' f ,� 1� � � ��1�1 � � 1� �O� o � ��. � � � � � � "F � ��1� f 1�C� �1� �1�1 � l�l�l f �"� � 1 � � � Q ii4�� - i�-o�� <t Z �L � LUOOD ��?�i"(INCz 1�lOT�S: � 4y� � „�� I. ALL WOOD �RAMING ,1015T5 SH�.LL 8E BGI/45 TYPE .1015T5 A5 MANUFAGTURED BY BOISE GASGADE GORPORATION. ALTERNAT�S 5HALL ' '? HAVE EG2UAL OR GREf�TER GAPAGI7Y AND SFfALL BE REVIEWED � � � `� • BY THE ENGINEER OF REGORD. � �;,' 2. "V.L." INDIGATES VERSP�-LAM BEAMS, RS MANUFP.GTURED BY BOISE Q Gf�SGADE GORPORATION, AL7ERNATES SHALL F+AVE THE SAME OR � . • GREATER GAPAGITY A5 LISTED IN TtiE STRUG1URaL GENERAL NOTES. . ' 3. ❑ INDIGf'.TES GOLUMN DOWN ONLY. ' � 4. � INDIGATES GOLUMN UP AND DOWN UNLESS IT BEf�RS ON GONGi?ETE • � �,. W?�LL OR �OOTING BELOW, OR IT t5 LABELED UP pNLI'. � � 5. < > INDIGA'i�5 TOP OF BEAM ELEVATION. U � 6. -�- INDIG�LTES TOP OF STRUGTURAL FLODR SHEATHING ELEVATION. � � , �. HEADERS SI�ALL BE (3)-�X8 UNLE55 NOTED OTHERWISE. � � � � ° . 8. GOLUMNS SHALL BE (3)-2X6 UNLE55 NOTED OTHERWISE. f � � • �t. EXTERIOR WOOD 'GOLUMNS SHALL BE GONTINUOUS FROM FLOOR TO �i C1 � GEILING OR FLOOR TO RODF. TRIMMERS SH.4LL BE f�DDED TO NOTED GOLUMN SIZES AS REQUIRED. (�(� �J�! 10. � INDIGATES INTEi�IOR BEARING WALLS. PLOOR JOISTS 6EAF21NG jj � � LOGATIONS SHALL L1t�lE UP WITF! STUDS BELOW. � � � i l. EXTERIOR STUDS SHALL BE SPA�G�D 2'-O" �OR WALLS SHORTER TFfAN M • ft�'1 � . • 10'-O". 5TUD5 SHALL BE SPP�GED 1'-4" FOR W,4LL5 SHORTER TH�N 14'-O" f� ; � AND Tf�LLER THAT�! 10'-O" Q ` � 12. ALL BEAMBEAM AND BEQM/GOLUMN GONNEGTIONS SHALL BE MADE O � � � � �� WITH 51MP50N STEEL PLATE GONNEGTORS UNLESS NOTED OTHERWISE. I- ' � w � f �� W � � �'} j � i�� . p 2 � b� �E � , � � � �, � � ��°,� � , % � ; �_ , ,�` . � . „ ,, 5'r . W L ' ^ /1'1 Mai VJ � I � f� ; � � � � N ` � ' I T N ` ' N I � � (!i ' Z ,. ' O . , . . L;� � ` : � � a W � - � � o � ,�� � , �, �- " . ' . � ,�� . � � �. � � � 0 . � � � m � � - � � q . w r � � � o � � � � Q . � � o a , , � - . � � w q � �. , � � . � � � � � � . � � o Q 4 „ � 4 � � � o SSY 55Y Q�, � O � � , � v � � � . c 0 0 . ^y ^ � . , , , , , � . 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PREFRBRIGATED ROOF TRUSS LOADS: I. ROOF SHEATHING 5/8" (40/�O 'SPAN RATING). STAGGER PANEL END � � � LIVE LOADS AT TOP GHORD= 80 #/F�. JOINTS AND FASTEN WITH GLUE ?�ND IOd NAILS AT 6" MP�XIMUM ALL � ; � DEAD LOADS AT TOP GHORD= ID #/FT' �DGES f�i�lD 1'-O" MAXIMUM OTHER SUPPORTS. , � , DEAD LOADS f'rT BOTTOM GH�RD= IO #/PT.' 2. RE� ?cRGHITEGT POR ROOF SLOPES �ND BEARING NEIGHTS. � 1 � WIND LOADS - 5EE STRUGTIJRAL GENERAL hlOTE�. �� � �C 5 T R E 5 5 I 1�l G R E?5 E 5 O R L O A D R E D U G T I O N S A R E }1 0 T P E R M I T T E D. 3. f�L L H E A D E�L S S F I P�L L B E (3)-�X I O U N L E 5 5 N O T E D O T H E R W I S E. �� � � ( I �. SHOF' DRP.WINGS SHI�.LL BE SUPfi'LIED 8Y MANUFAGTLRER AND REVIEWED 4. f�LL HEI�DERS LO NG ER T HP.N 8'-O" SHA LL iZ EQUIRE � TRIM 57UD5 fl � { ( � BY GONTRAGTO}�, ARGHITEGT, AND STRUG'7URAL ENGIIVEEi2. AND 2 KING STUDS EAGH SIDE. � � � � 0 3. THE TRU55 MAt�IUFAGTURER SHP�LL DESIGN �ND SHOY1 ON SHOP DRAWINGS 5. ALL ,IOIST H�NGERS SIMP50N U TYPE UNLESS r10TED OTHERWISE. O . �� � � � m ALL TRUSS TO TR1J55 GONNEGTORS. , � 6. ALL BEAM TO GOLUMN GONhIEGTIONS, BOTH TOP AND BOTTOM, SHALL M O � ' � i m 4. SIMPSON HD2.5 GLIP ANGLES SHALL BE INSTALLED ,4T ALL EXTERIOR U5E 51MPSON PLATE GONNEGTORS UNLE55 NOTED OTHERWISE ON Z a I � WALL TRll55 BEARING LOGATIDNS. DE7AIL5. O � � � � ; �� � � � � � �� s,` m W � � � � W�o • ( ^�-- O (!�1 . .- •. �'`i.e i O�L� (ili 1 _ , . , . , . ; - - , - �. , �----'— , . ' ' � ��� � ' � . :� _ - ` :�. , ' , co : �� ' rn �� � ' , . I � � f • , ' cT N -�. . - . � r, , , N � N � : '. . ' � - � l , , � �' , , cii � - z . o . _ ' � �; � � ' ' o � . . � . � ;�: , , � • ,:M1 � � � " ` � i „� � F'� � I � � � , , , I ', , � � Q . � � � O � - . � q . � � � � � , ' � � ° Q � � �, � � � o - s s � s � � , i 56D � 5bD �p 8X8 11MBER TRUSS q � , w � � o � i I + k . 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" - • co : . rn EXTERIOR STUD WALL I � ` WITH SHEP.THING • � . �X6 TREr�TED � •- � I/2" ISOLATION J�INT WITFt I/2"4> X t0" I/�" 150LATION � ' � ANGHOR BOLT JDINT N ; � �T 3'-O" , .- � � t 4" SLAB ON Gi?fkDE � • • •. : _' ' ' . a #5 AT I'-4" R�� PLAN WITH W.W.F. , � ¢ a4- a . b ° VERTIG/0.L ' �� . • . � , •�. �f•��. �r �!iy < , . . , t�bQ';oD�, p. q' _ a � o•�b:.S.o b;, q0 � EXTERfOR SIUD WALL .�,.' � � _ _ WITH SHEATHING •• Z u u', . .t. • a a . Q (�r L �j - , , � FLOOR 5HEA7HING � . ' 6" SLAB ON GRP�DE j• �� � -' , „ i'-O I/2" (2)-�5 - • o•e•.'�Oo°'o_cr o'•� 10 GAGE SGREWS) ESGREW P�T 4" W I TFf W � ST.hIRS WITH #4 . #5 AT 2-O ' ' AT I'-O" EAGFf WLtY e, HORIZONT�L GONTIHUOUS � - T I I 1r a w . BLOGKING FLOOR J015T5 � � ° V�" 150LATION JOINT , FZE: PLAN . #S AT �'-O" , , ' � b" 5L?�B ON GRADE �X6 INTERIOR BRG. ' 2 V2" �/ER7IGAL SIMPSON P�35 — • � ' • STAIRS WITH #4 W�tLLS. ° GLIP EAGH - _ rhT 1'-O" EAGH WAY ° J015T � . , 2X6 TREATED � � 4" SLAB ON GRADE � � #5 AT 2'-D" HORIZONTAL " ' . . WITH I/�"d� X 10" WITH #5 AT I'-O" � ' 2X8 (TREATED) WIThi ' .o d ANGHOR BOLT EAGH WAY - I/2"� X IO" ANGHOR C�-, o , P.7 3'-O" RE: PLAN tk� AT 2'-O" X �� BOLT AT I'-6" � �'� m , , a q � . d a ry N O O.' 6�� ��)-�5 � [� a, � d • � GONTINUOUS ° 4 .� t . � `a . o ...• �i�;<� •�i. . �•:.Q:Dao• qOacc 1- � L , � ' .QQA��O•:O'0�0 6'O e = Qa • • i i i _� _ - - - a- - - � -•- - - �-'-� - � -s - - - #5 AT I'-6° - � �-� , � � • a Q o � ° a - . ti :•• �+ . �4 a _ < a ' VERTIGAL aA — L�� #5 AT I�_4,�� x r�1 Q��O O �%� •i0� o e 1 . '.Q.e O�:^Oa�So ���p , � � O Q " _ 1�7 n� � � (1 • I I � 4 • 9 � �(l�f+ O..°'0 C�. O • � Y p ��1 � . � 8�� - b • - _ � �� _ 2)-#5 GONTINUOUS � � � U _ .a , � � � q �: _ � a � � ° #5 AT I'-O" EAGN WAY � (4)-�S � � �� #5 AT I'-4" U a TOP AND BOTTOM � � �� � GON7INUOUS HORIZONTP.L r � ' �� V � ' n , y � , ft1 6" RE: PLAN (��� RE: PLAN � r � ° � ��• � Oa d s d n {/�� /�ce � �°�ia • � l�1 O a „ � a � • ° 'n a d 4� � \r�' � � �1 l � � � � O 4 C ' .I�.,.I „I -„ .I I , I I .,I I� iJ. ,I 3/4" = I'-O °4� a o 0 � �° ° o ° SIMPSON GB " �C � �r c 0 o ' , „ GOLUMN B�SE a �1 ^� L = ' 4-O . 6X6 WOOD GOLUMN ` � � � g° l � � � � f �� 11 � � � � f �� � 4" SLAB ON Gi?ADE " o a � o C � o v w�T� ��• I/2" ISOLATION ���� � ; � 3/4" = I'-O 3/4" = t'-O a JOINT � � � .`c ; � r Q , 4" SLAB-ON-GRADE � O t ' O �X4 KEYW�Y WITFI W.lN.F. ON 4" � � v �,_�" EXTERIOR SIUD WALL - j- L =-g - �' - • �t ,o � � b G V B 5 � � Q WITH SHEATHING '� � - � 2X6 TRE�TED 1� �� � '' bo•°�;D a:`D o 2)-#5 GOhITINU0U5 ����.':4�.+�..�.�.... � - (3)-#5 X � WITH I/�"� X 10" I/�° tSOLP�TION 4 � � �~ � � e `f" AT EP�GH DOOR �NGHOR BOLT ° i oOp°C`��,p'.O::;RO�;' � °d; `' AT 3'-O�� JOINT jr i .. . • �4 '0�0 o^o'F'„o�o.00�:,_0�,° '� ' OPEN I NG " ,° � 4" EXTERIOR � • • ° ° a a � � 4" SLAB ON GRADE RE: PLAN SLAB-ON-GRf�DE #5 AT �'-O" 0 ' a . e � a ° � ' �:� RE: PLAN WITH W.W.F. - � WITH W.W.F. ` , HORIZONTAL _� a �a (3�_#5 � #5 ,4T ����� _ � _ g�� ° • VERTIGAL RE: PLAN a�, ,� a _ _ � #5 AT Z�_O�� X � � I - - - - - - - - � - _ o�� .v . ' N e a d a.O •El ♦ o. /���#5 ( _ ••Q QO�,�'..O'0��. � �Da°•'�:.°'�'°'. GONTINUOUS �. . � 1�. ' � I F` 6�� _ � � -- �� C� f 01�1 � '� _ $� � ' � n (L e d < ,-, 3/4u = ��r'Du �� � 1`-[J I� 'r-�—__�-.... _ a ,,`� ��111I►l/��I , (�)- S GONTIN110U5 #5 AT 2-O _ 2 1/�" VERTIGAI� 0 ° - • � #5 A�T �'-O° ^ - • .. .: < � : , � y 0 F�'�, � , ��.� :. ,� i r �,0'`�.'.. o.�% 0 , HORIZONTAL ,4 - 2)-#5 GONTINUOUS :� ��: ' �5 AT 2'-O" X ! ' �M #5 ?�T 2'-O" HORIZONT�L • _ ° s+�: ';�w. (`I #5 AT a'-O" '• . ° • VERTIGAL �� 6" R�: PLAN RE, PLAN o � r � lS �4 REe PLAN ' #S PcT �'-O" X � ��i F(� ° ooe °•� • .,, i d ' ��� o / �\ e°+. d �� VI � • ��I `i.0 � , �'r e�• s N � � � � � � I l � ` �I `� �� .. � (��� �� /� ,, ���/Itlll��� e e /„ ('/'�/ �, v ��4-�i = ��'�O a/ e � � � _ °� � . • 0 � a � ���' \ O _ , a , EXTERIDR STUD W.4LL � � � ��, WITF+ SHEATHING �\ ' ' � �� � Q �)-#5 GONTINUOUS ' .a - ��-#5 GONTINUOUS �� y .w � 'a � II - ( FLOOR SHEATHING , '' RE: PLAN : '�: ' y EXTERIDR STUD WALL .- 10 GAGE SGREWS wITH ' ' (n O t.C) ' . WITH SHEATHINC� INTO BLOGKING) U � O p LL � ^"� RIM ,1015T • Q `N LN 4 s� RE� PL�.N FLOOR J015T5 � � � � � �� I � „ FLOOf2 SHEaTHING � � 1 (SGREW AT 4" WITH R E: P L A N W I I `'� 10 GP�GE SGi?EWS) S�Mi�SON A35 � Z �' d' .,x�Y 3/4" = I'-O BLOGKING FLOOR J015T5 GLIP EAGH 'p RE: PLAN BLOGKING PANEL �� ' � � � � � �� � � . � � � � a � a: � �� _ � SIMPSON P35 2X8 (TREATED) WITH �/ � �� � �� `► � Z � (,L a', 3/4 - 1 -O GLIP EAGFi I/2"� X 10" ANGHOR U — JOIST BOLT ?�T 1'-6" 3/4" _ ��-O�� W Z '' � . � Z � ��:, 2X8 (TREATED) WITH C2)-#5 . — Q �;, ', . 6X6 WOOD GOLUMN I/2"Q� X 10" ANGHOR GONTINUOUS BLOGKING PAIVEL U � 'n{ 51MP50N GB W�TI-+ SHE�THING BOLT AT 1'-6" - �4T 4'-O" J µ #5 AT I'-6" � ' GOLUMN BASE VERTIGAL - _ I/�" 150LATIDN C2)-#5 �� JOINT GONTINUOUS �� a 9 D Q w Q v � ' 4" EXTERIOR #5 AT I'-6" a °, z V R�: PLAN SLAB-ON-GRADE �/EF2TIG�L #5 AT I'-4" ., ' WITH W.W.F. �" a HORIZONTAL �o O � ' � � _ �� ,. �-, � e O �5 P�T I'-4" � o 0 8�� � � ` � � � ,� � � , , _ h+ORIZONTAL Q � � ' � � � �p s ° NOTE� Q � — • O�oO�o- 4 ° � _ (2)-#5 = '' �Oo°"o a o°°� ° t N57ALLTFLANGES GONTINUOUS - ° I � ^ 8�� OF B�SE TO FIT IN O �; g - - WALL. � � � �a ' � ° I/2" 150LATION � v �; � �� �� i #5 AT �'-O" ° 2 ���° VER.TIGPrL ,101NT ,D SIMPSON LGB � � p � � 4" SLAB-ON-GRADE v WOOD POST P05T BASE � I �; ` WITH W.W.F. ON 4° o , I/2" ISOLATION CLOAD BEARING) I'-4" 6„ 6„ I'-4" � c'� � �� � #5 AT z'-O" HORIZONTAL ° � JO1NT RE: PLf�N X o d e 6RAVEL BRSE ` P H . _ a °° 4" SLAB-OIV-GRADE GONGRETE E�GH WAY R : P AN � #�� RE: PLAN � �_ �� O , e ,� 2X4 KEYWP�Y � v WITH W.W.F. ON 4" ONA4' GRAVE DBASE W.W.F. � Y #5 A T � O X i oo�m��e.��a�voQ�.o. G R R V E L B A S E � � + E a 4 ry � e • e R E: P L A N R E: P L P�N � j � . L .o . n o o ► „ �o 0 0 0�Q a�a o::Q o 0 0:o.:o � � � � 6 2X4 KEYWAY d ' 9�A6ao^�.� �.^oO QO^••0� > o��aes°seee8�rsae�+sna � � � � ! a , T, a � � � :o00°�°pao;o:;40•; o :p�; _ � „ a �° U � � O , ' a IL-'� .pO000�o.o ^ o o.O .o ° d- � � �. .... � � � � � � _ \ � � � o ' d �{ o � ���Q40 �I �� � � d °, � '° tl I. �Z)-#S GONTINUOUS O a o , + � < � �r G°Go�d 4� a d � ,_�Ooo'o c� - � � � F � � e ° �y _ - < - _ . C3)_#5 {I ,c' � � � ' G'l i e ° � de � � �i i�{� RE: PLAN O 4 � ° � ° � � E � �� �J j � �' -I a C3)-#5 RE: PLAN 4" RE, PLAN 4" �•,,.,J � ,i ��{ � �j '� ' IL ' e aQ �� � �� I N � t�� � RE: i�LAN cD (� (�, f, ��} M ' �� �� � 01�1 `� �� � � I 01�1 � O .��'� � �� ��� � , � . m � � � � � I � � � � f�k o � � � � I �� � 3/4" = 1'-O�� 3/4" - I'-O" O Q � {�� � � � � -�`n ( �;,y} P � <°a�N 3/4" = I'-O �/4" = 1'-O t j �}� ii o � 1 � � � O?=� � �Na-- O I I � � ' ;����i � � (n :e ` fiL?�,l�.i .. . . _ . , . - . . . I. ; f- . . � , � � � � ' " � ' � �� � , . ' ` �X6 AT 2���� � � " . � ' LADDERFRf�MING �X6 ?.T I'-4" O�/EiZFRRME � +^ �� GENERAL NOTES rzoo� sHEATHiN� WITH 51Mi�50N U HANGER BLOGKIN . . � ROOF SHEP�THING � ' ' ''' I. , LIVE LOADS USEO W DESIGN= ° D. PLYWOOD DECK AN�/OR WAFERBOAI2D � . A. ROOF � 80 PSP L PANEL THICKNESS SNAU. BE AS SNOWN ON �NE DRAWING. APPLICATION SNALL BE IN ACCORDANCE WITN RECOMMEt�ATiONS OF TNE AMERICAN cp B. TYPICAL F�OOf2 . 40 PSF PLYWOOD ASSOCIATION. p� - ' 2. EACN PANEL SI-IAU. BE IDENTI�IED WI7N TNE oRADE-TRADEMARK OF ExTERIOR STUD -� 12 ( �' ` TNE AMERICAN PLYWOOD ASSUCIATION ANC SHALL MEET TNE REGIUIREMENTS � � C. WIND OF U.S. PRODUCTS STANDAF2R PSI, LATEST DITION FpR PLYWOOD. ALL BLOGKING WALL WITH ' SHEATHING FLOOR JOIST I � I. BASIC WIND SPEED $O MPN PANE�S WNICN NAVE ANY EDGE OR SURFA� PERMANENTLY EXPOSED TO 6 RE� PL�N o0 y �+ � 2. EXPOSURE B TNE WEATI-IER SNALL BE OF TI-IE EXTERIOR TYPE. 6X6---�-- 3. FOR FLOORIN6 USE 3/4' T�G STURD=1-FLOORSNEATNING NAILED AT 4' O.C. TRU55 � D. EARTHQUAKE ZONE I EAGH S DE F = ~ ys� � ALONG PANEL EDGES AND AT 10' ALONG INT�ZMEDIATE SUPPORTS. 3 TRUr�SES �y - Z � `;`� - 2. NON-STRUCTURAL ELEMENTS� 4. FOR ROOF USE 5/8' (40/20 SPAN RATING) ECPOSURE I SI-IEATNING NAILED AT 4' AT BASE - �.: , 4.G ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. � O ' ' �'a � 5. EXTERIOR WALLS SNALL NAVE ONE LAYER CF V2' EXPOSURE i SNEATMNG � �, ' ' A. ELEMENTS SUCN AS NON-BEARING PARTITIONS, ETC. ATTACNED TO AND/OR SUPPORTED NAILED AT 6' O.C. ALONG PANEL EDGES. " EDGE TRUSS �3 W , ` BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL I- � ° 6. DIAPNRAGM SNEATNING SNALL BE THE TMCK�SS SNOWN ON PLANS WITH TNE FACE , ?� �._ ' MOVEMENTS. GRAW PERPENDICULAR TO SUPPORTS WITI�=ND JOINTS STAGGERED. PREFABRIGATED 12 p � � �, `�,' � 3. FOUNDATIONS 7. INSTALL SLJITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND TRU55 RE� �'LAN • q�� �� PREFf�BRIGATED ; '=�°` , GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. (HANGE25 BY 7Rll55 RE: PLAN A. MAXIMUM SOIL DESIGN PRESSURE 3000 PSF MANUFAGIUREW - SIMPSON H5 �=;` - �, E. PREFABRICATED WOOD MEMBERS SNALL BE 7M- TYPE NOTED ON T4-E DRAWINGS m GLIP EAGH TRll55 � . ` B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. GS-1643 AND SHALL BE 'BCI-JOIST' AS MANUFA'CTURED BY BOISE CASCADE CORPORATION. - -BLOGKING ; ' � BY CTL/TNOMPSON.,INC. DATED 9/13/95. ALTERNATES SHALL BE REVIEWED BY THc ENGPIEER. WEB BLOCKWG AND � SIMPSON TP a;� BRIDGING TO BE AS 12EQU!(2ED BY TNE .10IS7 M,rnJt.lFACTURER. bxio �,, \ PLATE EAGf-1 �, ' C. ALL FOOTING BEARWG ELEVATIONS SNOWN ARE ASSUMED. EXACT BEARING \ 51DE OF [-�-, �;, , - ELEVATIONS SNALL BE VERIFIED IN THE FIELD WITN AC7UAL CONDITIONS BY G. PR�VIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTNERWISE 610 2X6 AT I'-4" BE�hRING ��� �v CON7RACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF NOTED ON STRUCTUf2AL DRAWINGS. WOOD 7RtJ'oSES SNALl. BE DESIGI�D TO FULFILL . \ iN�LLS � � ° FOOTINGS SNALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. STRES5 REQUIf2EMENTS AND/OR LOADS NOTEDON DRAWWGS. SHOP DRAWINGS • I'-O" \ Z � � SNALL INCLUDE CALCULA710NS AND BEAR TNE �TAMP OF A REGIS7ERED ENGWEER. EXTERIOR STUD WALL a � ' D. ALL Fd071NGS ARE TO BE PLACED ON FIRM, UNDIS7URBED, NATURAL SOIL WITN SHEATHING 6X6 BRAGE WITH �� � H. LAMINA7ED VENEER LUMBER MEMBERS SNAI.� I-AVE TNE FOLLOWfNG STRESS 6x6 50LID �_ �� 012 PROPERLY COMPACTEp BACKFILL, APPROVED BY TNE SOILS ENGINEER. 3/4"cDXI�" LAG ` I O 5/8 � � BACKFILL SHALL �E COMPACTED TO 95� (MINIMUMI STANDARD PROCTOR CAPACITIES- F • 2800 PSI, E = 2,000,�00-PSI,� a 750 PSI, F - 285 PSI. \ GOLUMN IN � f�,� � .c ' � DENSITY UNLESS OTNE2W(SE RECOMMENDED IN TNE SOILS REPORT. IF SOFT BU1LT UP'MEMBERS SNALL BE CONNECTED IN ACCORDANCE WITN MANUFACTURERS BOLT EAGH END EXTERIOR � � SPOTS ARE ENCOUN7ERED f2EMOVE SOIL AND R�COMPACT WITN APPROVED RECOMMENDATIONS. CONTRACTQR SNALL NAVr- TNE QPTION OF USING 3 V2' �� �� � �� � _ STUD WALL �� ��° � �� 1 I� O - � -� FII.L. (RE� SOIL REPORT FOR'DESCRIPTION OF BEARWG SOIL.) OR 5 I/4' WIpE MEMBERS. � � � a • ' 9. GENERAL� 3/4" = I'-O" 3!4" = I'-O" � � O - , � E. DO NOT PLAC� SACKFILL AGAWS7 BASEMENT WALLS UNTIL ALL ATTACNED FLOORS � �„ a; , ARE IN PLACE, A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SIJBSTITUTIONS. � � �; ` F. CENTER ALL. FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTNERW15E g. VERIFY ALL OPENINGS TNROUGN FLOORS, ROOF AND WAL�S WITN MECNANICAL AND � � »U°. NOTED ON PLANS. I ' ��° � r ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND ROOF SNEATHING � � � REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. � G. CONTRACTOR TO PROVIDE, AT HIS EXPENSE. FIELD DENSITY TESTS ON COMPACTED FILL � � � a � UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM QF 2 f2EF'RESENTATIVE 2X6 LADDERPRPrMING 6x6 EXTERIOR POST ►-� c C. PROVIDE A�L EMBEDDED ITEMS W STRUCTURE ,�S NOTED ON ARCMTECTURAL, � o � TESTS SNALL BE TAKEN FOR EACH FOOTING AND SLAB-ON GRAbE. RE: PLAN 51MP50N U HANGER O � MECNANICAL, ELECTRICAL, AND STRUCTURAL D2AWWGS. MISCEt.!_ANEOUS �/ERSR-LAM BE,�M EMBEDDED ITEM5 AND ANCHOR BOLTS SNALL � FURNi5HED BY STEEL SUPPLfER � RE� PLaN � O � o N. NOTlFY SOILS ENGINEER WHEN EXCAVATION JS COMPLETED SO TNAT CONDI- � � � � � AND INSTALLED BY CONCRETE CONTRACTOR. STEEL S{-�ALL FULFII.L ASTM A36. � � 110NS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. • � FLOOR SHEATHING WEB PAGK � o • � D. PROVIDE ASPNALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO TNE RE: PLAN �-T .� � ' 4. CONCRETE� � � "�+ L EARTW. FLOOR SHEATtiING ►� � � A. ALL CAST-�N-PLACE CONCRE7E SNA�L BE MADE WITN TYPE � PORTLAND � FLDOR Jo15T � � • CEMENT; S70NE AGGREGATE AND SNALL DEVELOP 3000 PSI COMPRESSIVE E. SUBMIT SNOP AND ERECTION Df2AWINGS TO ENGINEER FOt? REVIEW OF ALL SIMPSON HD2.5 EAGH � RE: PLaN � � � o � STRENGTN IN 28 DAYS. STRUCTURAL STEEL. THE MANUFACTURING OR=ABRICATION OF ANY ITEMS SIDE OF 6X6 POST � U. � � � , o 4 PRIOR TO WRITTEN REVIEW OF SNOP DRAWWGS WiLL BE ENTIREI.Y AT TNE RISK BLOGKING � > B. TNE MODULES OF ELASTICITY OF ALL CONCRETE SNALL EXCEED W 1.5 33 ' OF 7NE CONTQACTO{2. 1 � � � (OR 57,OOd ' NORMA� WEIGNT CONCRETE). E°�I O � F. WATERPROOFING, VAPOR BARRIERS, ETC., SN,4L BE AS SNOWN � G CONTRACTOI2 MAY POUR SLABS-ON-GRAQE CON7INUOUS ANp TROWELCUT JOINTS. ON TNE ARCHITECTUf2AL DRAWINGS AND AS WCICATED IN TNE SPECIF(CA710NS. - � � .lOINTS SNALL BE SPAC� 10 FEET AND CUT l' DEEP X V8' WIDE WITI-IIN � � 12 NOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT TNROUGN JOINT. G. ALL DIMENSIONS ON ST�2UCTU(2AL DI2AWWGS SuALL BE CNECKED AGAINST F!ELD DOUBLE DORMER 6X12x4'-O" RIPPED � c� ARCNITECTURAL DRAWINGS. JOIST RE: PLAN GENTERED UNDER BRAGE D. SLABS, �OPPWG. FOOTINGS, BEAMS AND WALLS SNALI� NOT NAVE JOIN7S IN AND NAIL FLOOR FLOOR JOISTS � � A NORIZONTAL PLANE ANY S70P IN CONCRETE WORK MUST BE MADE AT TNIRD � EXTERIDR STUD WALL SHEATHI�26 P�T 4" f�2E: PLAN � POINT OF SPAN WITN VEf2TICAL BULKNEADS AND NORIZONTL�L SNEAR KEYS WITH Sh+EA,7HING b � UNLESS OT�-IERWISE SNQWN. ALL CONSTRUCTION JOINTS SNALL BE AS DETAILED OR AS � 51MP50N IU HANGER ' REVIEWED BY TNE ENGINEER. FOUNDATIDN WALL RE: 4/55D � . E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SNALL BE IN ACCORDANCE WITN ACt BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTNERWISE ALL EXPOSED " �� EDGES OF CONCRETE WORK 5NALL FaAVE I/2 INCN CNANi�E42. USE STANDARD NOOKS ' , ON DOWELS UNLESS OTNERWISE NOTED. , � . M'. � � � 5. REINFORCEMENT� '�� . � `�a� A. ALL REWFORCING SHALL BE HIGN-STRENGTH DEFORMED BARS CONF�RMING TO �� �� t �� � �� �� � �� � �� �� t �� v-� „ ASTM GRADE b15, GRADE 60 EXCEPT TIES. STIRRUPS AND PLATE ANCNORS WNICN � ' � � � � ,. - , SHALL BE DEFORMED BARS, ASTM DESIGNATlON A615, GRADE 40. "' ^• ,, 3/4" = I'-O" 3/4" = I'-O" 3/4" = I'-O" % �''; " B. WELDED WIRE FABRIC SNALL CONFORM TO ASTM AI85 AND SHALL BE LAPPED "� ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. .��� " � '� � C. REINFORCEMENT PROTECTION� ��•Q •°E � �E,Q'���•,, , �.'�� � � � ��''• � " . I. C�NCRETE POURED AGAINST EARTN 3" `� �. �r o .y: � • p� .- ' ` 2. CONCRETE POURED W FORMS (EXPOSED TO WEATNER OR EARTN) 2' � '�} � °;�;: ,;, ' 3. COLUMN5 AND BEAMS (TIE BARS) I-V2' � a : 4. SLABS AND WALLS WOT EXPOSED TO WEAT4-IER> 3/4' � / _ �, _ � D. NO SPLICES OF REINFORCEMENT SNALL BE MADE EXCEPT AS DETAILED OR RDOF SHEATHING 12 j ROOF SHEATHiNG 12 :�1°o �>:' ' . AUTHORIZED BY TI-IE S72UC7URAL ENGINEEI2. LAP SPLICES, WNERE PERMITTED, � " G I/�" V.L. RIM %�,t�° ; � �' :°°• �.�; * SNALL BE A MINIMUM OF 36 BAR DIAME7ERS UNLESS OTI-I�RWISE NOTED. MAKE �,� PREFABRIGATED � EXTERIOR STUD WALL •,, �' °°• ��'�`�.�• ALL BARS CONTINUOUS AROUND CORNERS, 6 I �,i ROOF TRU55 6� WITH SHEATHING �''��,,,;;,�,-;;;���`�� �' ��-�°`N FLOOR SHEP�THING , E. PLACE TWO tt5 (PEE2 8' THICKNESS) WITN 2'-O PROJECTION AROUND ALL %� /� 2X DEGKING � OPENINGS W CONCRETE WALLS. SLABS, AND BEAMS. ALSO PROVIDE TWO � Yf tt5 X 4'-O DIAGONALLY A7 EACN CORNER. , /' ��� �' DEGK J015T � , ' F. CONTINUOlJS TOP AND BOTTOM BARS W WALL.S AND BEAMS SNALL BE �� � � �3 RE: PLAN _ � � SPLICED AS FpLLOWS= TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. ' i � 'r � G. PROVIDE ALL. ACCESSORIES NECESSARY TO SUPPORT REWFORCWG AT POSI- �/ 12 TIONS SNOWN ON TNE PLANS. ALL. REINFORCEMENT TO BE NELD SECURELI' � !N PROPER POSITION IN ACCORDANCE WITN AC{ 318-77. � � � � � 6. STRUCTURAL STEEL� , U � O O t FLOOR ..1015T5 � � lC) tf, � � A. ALL STRUCTURAL STEEL SNALL CONFORM TO ASTM SPECIFIGATIONS A36 EXCEPT �3 �ASGIA RE: PLAH W � � � PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO -- �2 RE: ARGHITEGT ^ z d' � ASTM A500, GRADE B, LATEST EDITIONS. ANCHOR BOLTS SHALL BE A307 STEEL AND _ � � MISCELLANEOUS EMBEDDED ITEMS SNALL BE A36 STEEL. . 51MP50N HD2.5 WOOD BEAM � . \\ ^ � B. STRUCTURAL STEEL SNALL BE DETAILED AND FABRICATED IN ACCORDANCE PREFABRIGATED GLIP EAGH J015T RE: PLAN O >G , WITN LATEST PROVISIONS OF AISC 'MANUAL OF STEEL CONSTRUCTION.' ,, ," i, RE�PLAN SS EXTERIOR STUD SIMPSON U HAHGERS (, Z � �'- � ` _ C. UNL.ESS OTNERWISE NOTED, USE STANDARD FRAME BEAM SNEAR CONNECTIONS ; ' � WALL WITH HEADER NAIL THRU SHEATHING w � � � � WI7N STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACN r,' �'' ' RE� PLAN Z SPLICE TO SUPP012T 60� TNE TOTAL UNI�ORM LOAD CAPACI7Y FOR EACN GIVEN !� WOOD HEADER � � � � BEAM AND SPAN. IN EXTERIOR STUD , _ � � ' ' WALL RE� PLAN � " f�� ' D. MINIMUM WELDS TO BE AISC AND10R AWS BUT NOT LESS TNAN 3/16` CONTiNUOUS � �I �^ �I U F(LLET UNLESS OTNERWISE NOTED. . �� C� f O l�l 1 � �� �� � �I `l K� �� � � � �I `� � � • � � 6 �. � � E. ALL WE�DERS SNALL NAVE EVIDENCE OF PASSING TNE AMERICAN WELDING 3/4" = I'-O" 3/4" = I'-O" 3/4" = I'-O" Gt � � � SOCIE7Y S7ANDARD QUALIFICATIONS TESTS AS DETAILED W AWS DIL � � �" � F- w j i. - 7. NQN-SNRINK GROUT� O � i' E � _ A. NON 5NI?fNK GRQUT 5NALL BE PROVIDED AS FOLLOWS� - !. BENVEEN STEEL COLUMN BASES AND FOOTINGS. � 2 � C � � � � � � 8, WOOD� � � Q � � � � ' . A. 'ALL FRAMING AND TRUSS LUMBER SNALL BE DRY DOUGLAS FIR, LARCN. GRADED BY ROOF SHEATHIHG 12 � ' FLOOR SHE�4THING Q ` � i � � � WESTERN WOOD PRODUCT5 ASSOCIATION AND CONFORMING TO UNIFORM BUlLDING �' � � - � � � � CODE A5 FOLLOWS� PREFABRIGf�TED � EXTERIOi2 STUD WP.LL � O f 2" THICK - 4' WIDE STUD = 800 ROOF TRUSS 6 WITH SHEA�THING �� 2" TN(CK - 6" � WIDER NO. 2 = 1250 RE: PLAN / F�LOOR�015T 0 6 � 3' THICK - 6" E WIDER NO. I = 1350 51MP50N HD�.S / � � � • NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO GLIP EAGH Jo15T %� r+ , ALLOWABLE STRESS INCREASES. ' � � � � �3 � � � � � t � B. PROVIDE I X 4 CROSS B2iDGING NOT OVER 8' ON CENTE{2 FOR ALL WOOD JOISTS AND 2X • � �'g` C � t'4 � SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS /� 12 �' � � '` � i WITN COMMON NAI�S ACCORDWG TO TNE UBC SCHEDULE UNLESS OTHERWISE NOTED. � \ � � f � � C. LAMWATED BEAMS � � 4 � � I. ALL LAMINATED MEMBERS SNALL BE FABRICATED OF DOUGLAS FIR LARCN AT 12 � � ����� � PERCENT MO{STURE CUNTENT IN ACCORDANCE WITN WCLIB. ALL SIZES SHOWN ARE i � j ` '�� � 2. AMIN,�,TED MEMBER SNALL BE DETAILED AND FABRICATED IN ACCORDANCE WITN TNE FASGIA 4 � f � � t � BI_OGKI NG 5 T A N D A R D S P E C I F I C A T I O N S F O R T N E D E S I G N A N D F A B R I C A T I O N O F S T R U C T U Q A L u E: a R G H i T�G T U '� � � GLUE LAM;NA7ED'TIMBER. LA7EST EDITION AS PUBLISNED BY AITC. - � � ° ! i 3. PROVlDE UNITS CON�ORMING TO AITC 117, 22FV8, D.F. FOR CONTINUOUS ExTERIOR �, �� P , V E � r M E M B E R S A N D C A N TIL E V E R S A N D 24�V 3 F OR SIMPLE SUPPORT MEMBERS. STUD WALL � ± �.��� � I MEMBERS SHAI.L BE DESiGNED WITN ZERO CAMBER WITN 70P SURFACE W I T H S H E A T H I N G ; � ���°<<� � CLEARLY STAMPED ON EACN MEMBER. � � .k . i � ` ; , . �� le ��t ( i i� � �€�� , �� E ° E.: � � fP��� EI Gi �t�T �� �� I �1�1 �C �� � �" I �1�1 � . � ��� � ±� �� !�F i � 3/4" = I'-O" 3/4" = I'-O" � ��� � �� ; °�1 � � � , � M �� k �,� '� � • � � tl �i :�t � � : � � > i N O c g � �� °� �. i I� ` ii � ,: � � i,; . ��� -m � � � � � � � � � � � w i] i d j �1:5� 1 �l , V �;� :� �.: t --- ---- �� � ;1 ` ��� �F , ��; � � � � f f � .! ., ��.� :�_ ; ,� , � _ � .r��-�`'�__ ` "- =� � , ,�,_N,4�.>--�_� .. . . . , • _ .._.._..._._.� �--�----�-�--------�- --. ��....__.,.-�-.._...... "�"' � � � 0 � � 9� 99 � � � ,� � 9 �� �� `� � ' ~_� `- ��` 40.34� �'"s- --__ -� r 1 45.2'�`°�°�_ ���� '�a � ------ -- _.__.. .._.__ 8 4 42 , 26.9� �. � .____. ._ � �.,� -" -~- �-...._ "� WINDOW --- '_.' ----- `� WELL c'� ''� � �` 1- ---. � ,��� _ WINDOW N �ARC \ ���� 'r ` ` WELL ' � � '°'4. --__. `v 22.H ,-r-' _t ..-.._ N CANT � CANT � � - `"-- ---_ 1 0,7 � � � 1 1.7x2.0 � 12.1 x 1.1 22.5 CANT �-- o o Q •7 0 � � � CANT 6.4x 1.6 _ 12.0 0 `D `r ~ � ° `� � M 8Q OE7ELEV= � 1 1.5x 1.T � 27.0 ]0.6 `°1�' ` ` �'� �p ", I �y 27.� ��9 � � � ,� � ° -..� ,�9s � 3.9 � RfDGE ELEV.= 12.0 ` \ � + 8010.7' �\` ,-. 6'o GARAGE � o BUILDING C3 \ � , �r �: ELEV= � MAIN RIDGE � O SCALE: ��� = ��J� _ 0.7 0 7983.7 r GARAGE �""-�- -_ ELEV. = 8019.3' \ �° � e �l d" ELEV= � ,Q �'`"---� �, p � � � 12.0 � 7983.7' p`'a'.. J �--`" p -J'1�--�.-�C(� ,;,� , � 3.8 y: o 0 0 - � 1 1.8 `�' 0 27 � `fl � � � N � � F�U.II_QING A2 1 (-' - -' � 12.0 � . �0.6 � . GARAGE 27.p � ^ I � � � 12.0 o ELEV= �p.0 ° � c° � � _ 7983.6'��� -�.�.,,,1�� i �t 28.0 7978.3' � � GARAGE � 12.0 23.5' ELEV=7978.3' f � ^ N 5�oQ9 --�- 7982.3' -�.., + � � ��N�10.6 � g ��2.0 a a SO � _ � i 7978.3 � �""�-"�2-"`�--_I}y � �7979.3' � �!_ MAIN RID 8021.3' � . 1 1 g.65, ��. d � � � , ELEV w _ ., �� .. , 7979.4 � � I / �\ � � Q � rJ), �, y-'"�7 , ^ • . 7983.5' 7979.1' � BUILDING C2 y,•`o'�,:, '� � � , . • - � a 7978.9' y � � � � ���'�ts ���`�,�'," '.s . - �� �- S 57 pg'S�.. �s�a.�°„� � 7980.9��` � a .t�,�,��,��%° ,���� ._ � �. � �� , : 79$1 g, � � � 1 1 Jr , \ 7978.7' �� 7 2.Q � GARAGE ?0.p �.�����' .��� '� � ;��,b:.'r� �,�,,�.,�kr.°�, „ CANT ,., 1 � � \ �� � 7977.8' � � �';�t � z t�� �:��,. 4.$x2.1 7980.1' �°-- ELEV= � ;��� w �������! � � R N 2 7.5' ' - � � 03 �` 7978.4' 28.p 10.6 28.0 � 12.0 23.4 . 7978.4' � 7979.9' � o � i , \~^_u . ,� .� 20 � � 7980.1'��'"��--n • �' •3 \ � � 12 0 "� � N' ^ � � � `� o� � �y � � 2p 3 �� � �� � �-- 4.2' � o � � � ' ^ o� � ,� J CURVE DATA 7 p O `�8 CANT r� ,� � J '"� ` �\ �8 '� �• 0 7978.0'� ,� � �i � ,� CURVE DELTA RADIUS ARC TANGENT BEARING CHORD , � CANT i Q1 �, � ` ' 7977.5' / j 1Q 03°24'52" 5910.00' 352.20' 176.15' S 45°38'S4" W 352.14' � W " ^�TAAIN RIDGE� / � s0 0 ��-�- AREA UND R � ELEV. = 8011.5> � 4.8x21 // 4-$' / MAIN RIDGE� / \ 0� �82 p 22 / "' �� � � ' 30.p� �? 15°33'08" 414.37' 112.48' S6.59' N 58°59'42" E 112.13' CONSTRUCTI N � 2s� ELEV. = 801 1.5� �� 1 4 � ~ cv ( U3 00°49'46" 5910.00' 85.56' 42.78' S 46°56'27" W 85.56' � I / MAIN RIDGE � "' J r' �' 2S ELEV, = 8011.5' ,,� � a- 7977.2' , � � CANT � � �� r `n �fv1AIN RIDGE � � � 4•p � �4 00°14'38" 5910.00' 25.15' 12.58' S 46°24'15" NJ 25.15' WINDOW� 1.5x4.3 � 2Sp / �WINDOW � cv , � � �E�EV' - BaQ�_2� o � � � Q 00°55'S8" 5910.OQ' 96.21' 48.1 1' S 45°48'57" W 96.21' Q WELL I ` �CANT L WELL / q� 10 1 c`�v O � WINDOW 1 5x4.3 CANT 1 y � � GARAGE o J o , �. , � � � o � ('� � WELL ` 1.5x4 3 /� � 7977.1' ELFV=7977.8' MAIN RIDC� r� � - ---� BUILDING B3 ,I � / �� r 7 � 6 Q3 24 13 378.00 22.45 11.�3 N 39 01 56' W 22.45' � .�- b'VINDOUJ� CANTJ �\ �CANT 7> � •1 � ELEV. = 8018. Q 82°06'Q7" 58 00' 83.11' 50.51' N 81°47'06" V'1 76.18' '� � 8.4 � WELL 1.5x4.3 �✓ � r� °' � � AIN RIDGE 7976.8' �C N �° � 0 6.0 0 � �8 82°06'07" 83.00' 118.93' 72.28' S 81°47'06" E 109.02' � W�����- `�'� ELEV. = 8Q07 2' o Iz � � ^ ° 4.0 � TQ � � �` p "� � � � �2 0 8.4 ~ o � l o � � 03°24'13" 403.Od' 23.94' 11.97' S 39°01'S6" E 23.94' 7 93.9' ) l r� � J� S' �977.1' 1 4.0 '- j rn ^, P A R C E � A o � GARAGE '`-� n`�v 7.5' CAN� � J �CANT l� ��' � I-�P D -P o L�-7977.8' S'� �� , - J �l t 1.5x4.3 • r W v� s� � Q � 1�O � a 7977 1' N O I `� �5� �� MAIN RIDGE � ��J �,.� � r� ' (VAIL COMMO(�!S COf�JDOMINIUMS� � W��o�W� `v ELEV. = 8007.�� o � � � � N � VJELL'�.,� F� , cv � � � � � �.0 BUII.DING C1 � , 91.5' � r �° � �� � I � � � o � 4.0 '�` Z CANT 253 � �� BUILDING 82 iJ � �/ � � N � q�,t,. N0710E: g y � 1.5r4 3 � � � 4�, � o j v Accordin to Colorado law ou must commence any leqal action based �� c-- upon any defect in this survey v�ithin three years after you first W w .. � q discover such defect. In no event, may pny action based upon any � 0 00 _ � 30,��i+ defect in this surv�y be commenced more than ten years from the � � EDGE OF ! O date of the certification shown hereon. � � �� � � 7976.5' ROADWAY 0 \ ( � �. �' ^ � � �i -� ! � N � NOTES: ��( � � BUILDING A1 ''� ' CENTERUNE OF ( � APPROXIMATE CENTERLINE QF HOLY � � � �• ' ,n 1) The easements shov�n hereon are per piat oniy, other easements � �)--- bYATER PIPELINE EASEMEN7 CROSS ELEC. ASSOC. EASEMENT � O �� ,,�• � 32,p "J of record may exist which are not shown hereon. \- � � � (800K 332, PAGE 994) (SEE NOTE 3) � �79�6'S ^ \�� 5.g ( W � • � � � N 1.4' CANT. 2S 2) The sole intention of this exh+bit is to sho�v the location of th� �,,� � I � �, '1 GARAGE ' - 1.4 � structures and roadway as constructed. Other features may exi�t G/-*� ° 7976 0'� + '� ELEV=7978.9' RIDGE � on this parcel tivhich are not shown hereon. M' � + ELEV=8Q06.6 0 � �n � /� � � c � � 14 N 1.Ox 11.0 CANT. 1�_ �0 �, 3) Vaii Commons is subject to an underground right-of-�vay e�sement f 1 [_.. PUBUC ACCESS EASEMENT � � \ ��� v> � ` as granted to Holy Cross Electric Assaciation, �nc., a cooperative � , ��76'� � � � � 0.$' C A N T. corporation as recorded in Book 698 at page 654, the location \ � � � f ,� �4� / / of which is insu fficien t ly dimensione d to s how accu ra t e l y. � � � .� ,ry GARAGE 6 Q 11.4 � � � � VAIL C� MMONS RESIDENTIAL CONDOf� fNIU M S 1 , � E��-�g78�2 RIDGE � � , � � � r ELEV=8005.2 � � Z st� ry�i 1. x 11.0 CANT. . I � � � v>4,0� ��!` J o I hereby certify that this Exhibit was prepared for The To�vn of Vail O �! �''� 79�5•�� \ M �� 08' CANT. � ^ that it is not a land survey piat or improvement survey plat, and that it is �� � o o *� 4. � not to be relied upon for the establishment af fence, building or other future S 4 6� ��?5 O�� --- � f �O " ry GARAG� 6 a �1 4 improvement lines. � � ELEV=7977.3' 16 6 . �O � ' Ui � x 7975.1' RIDGE � I further certify that the impravements shown hereon on said parce! on � O 60 , ..� ELEV=8003.8' �``1.Ox11.0 CANT. this date, 4r1/97, except utility connections, are entirely within the �' 18.0 v- <t ; v ` '`� boundaries of the arcei, exce t as sho+vn. e'��1»t�'���''{''�/!� �J...I �ri �ri d- 1 a.0 �- �t GARAGE � �� �;, •r 4.9 u� 1f3.0 36.0 20 CANT 7974.4.' � I � o� �. ` o � P P \���°��A,�r� !,;Lf�;ft� °''.; �. � � 18.0 �r �r 18.0 �n m J � �^ ELEV=7975,8' � ��� C`„PC�m�,��bs �£.;a °''�; 5.0 �j c,,'�� � ° ^ 0.6' � � 5.0 � BUiLDING D1 �ri 1 .0 °° �5.0 � �S.0 �� �5.0 � 1 7974.9' �.0 h � �� 6� R - ` �1r @m°°,`C���. ("� :.1 :r 9 i��` C ' `� %� __�_� � p � ''J 9 .�.� ^ , 7999.5' 7999.5' I I � 8 `j� r �� ----- - -- � _• ^ �. � .i_ V ('I� ..-.. o i0 g 4Y`m'G..>. 0 1�� f^+Y w 7999. • v� ate:-- - [� N 7999.6' 8001.2' - - &� - - - -�-- -_ 7999.5' I --1 � 4 RIDGE 25.5' �� -----�- Samuel H. Ecker �. " CANT.` � `- ~ - GB - -- _ - 8001.2' a -�r- --.- �3 � .� 2.1 x7.0 CANT. O O I � ELEV=8002.4' / j - c � � = � -' �$ - - - - - (� - - a � O� C.,.� � / Colorado P.L S. 30091 �..• m o �c,' „ 0 9�s.5 . �; s000.z� . I . v r �� . (� ° a o 1 1.Q `- -P p� � cV �1 10�1 1.6 CANT. ���,r'y��'��o o�°'r � ;� N N � O � r �,� pf oc�o \,��,,�: • � 1 1 0 M � � 0 .. � � r�r°d,�iNa�l � ��`'��'� � 1 1.8 12.0 c� � 0 10.9 � o o �-i 1 1.i � ° 9,Q � 22,8 � `r%; . �4 � , .. 0 2i.8 � � � (� 12.0 �i 1�9 _ , � 1.9 '`�1 1.8'� 1 1.4 T i 12.i � - - - - - - - - - - � ,. � -. � � - - ._._._ .r , ._.,. �. ,. L� r . � �.�2.4 �! • �- � _ _.._ _ - - --- - - �, - � -- � /� / � 2.Ox 1 1.5 CANT. /�yn / + _� ' .._"" - ------- ._ O [� l5/ r 20 BUILDING SETBACK UNE `��V�� � - ---____ _ C:_J t� _�.. - -----� - - p��� 7�.54' Q '�-�. � ��` O `� E�I-II�IT DRAVVING DtiTE: 4/2/97 � � S 43°56'28" W U���-- �"'o����� DRAWN BY: �r�t ��� 1� PARCEL Q �,,��,�,,,�, T�Wf� OF V�I L ' EAGLE COIJi��TI' C�LORADO �OB Na�259 T000 Lian's Ridge Loop. Suita 3-B, Vail, CO 8265i (9T0)476-8644 r -- . � � � , , . � , Y � Q) � N N I � � � PIEi? FOOTIN� SGHEDULE Q � z�. � � SI ZE OF FOOTI NG REI NFORGEMENT � j a w � 2'-6"X2'-6"XIO" (3)-#5 EP.GH YV�Y � � 3'-O"X3'-O"XI'-O" (3)-#5 EAGH Wf�Y 3'-6"X3'-6"XI'-O" �5)-#5 EAGH WP�Y �; 4'-O"X4'-O"XI'-O" Cb)-�5 EAGH WP�I' � 4'-6"X4'-6"XI'-4" (7)�5 EAGH WAY � � � 'i'-O"X?'-O"X2'-O" (�t)-ss6 EAGH WAY I� � � 0 . � � q v P10TE5: � I. f y=60p00 i�51 � � � � 2. fc=3p00 P51 3. ALL FOOTINGS SF+P.LL BEAR ON � UNDISTURBED NATURAL SOILS. � � � a � ►� � � a � wq � � � U - 8-��—�n , � � � � r o � 4 5'-O" I-1'-II I/4" 5'-O 3/4" I?'-II I/4" 5'-O 3/4" 36'-O" 10'-O" � � a , �� � � o � % , r � � 2-6" 18'-D" ✓'_p° �J v I4'-O" X 4'-O" X i'-p" 4'-O" X 4'-O" X I'-O" � � rT ° -� - � - - - PIER FOOTING -- � ...o...d...r.......�..,._....<.......»....�»ew«,-,..�,:.w..<,..__....,._,.. � � '�'+t °"". n Y . i i� R OOT G -� ..,.........._...�......_.._......�._-.-.. -- - .�,,.,,..,. _....,�....�.,...._...��...��.._.- ..�........._ __ _..___._'."__'.�_..w.c.n,c,.�..�...�.._.a..�....'._..— -_'_"_-.......ow...�.w.«.�.Y.n�e.,.....s.�.�.w.....+x,...-...«..«��...,�....�.,.a....+.r.�-,......s,.,..... ` _ i 4 4 I I � � � ��ti! I = i PIER1 FOO���� �'-6" I � � � o , --- ------� 55D r----- ---, --- -----, � `.�SD �------ ----� � `� `�y, u _ I I I I I I I = 1 � � i u i n i u i u i n � n �^ C� i � Uo7�-8 v�°] � � � i co = [io��-8 i/���] � , 4-o x 4-o x i -0 4--o x 4-o x i -o � > � r- --� � ___�__r-- -� � � r- --� � r-- -� PIER FOOTING PIER FOOTI G �____ � � •- ir---T-- --------------- ------------- r---� i I r---7-- ---- -- ---- ------------- --- -�--r---� � � -------- � i � i � � ii ii � �-------- i i t i ii i i � i i i ii i `' i � i i 4 i i 4 � I i � , � � 1 I L- -------------- ------�......__�� ..._�_ J I I � � 1 I L- --- ------ ------------- �=rt J I I I I I � � --- � 4�-6�� x 4�,6�� X I�—O� � Ll— fJ � n 1��' L�1 �J � � L� rJ �----- a V r L, JJ SJD � I c�rD _ I I i f""' O PIER FOOTIT�iG i � � i Ca9 -O ) i t' � i i i � i CGq'-O ) , i r i i --- -----� _ � i i �t r----- ---, i � , i � �, � � , � � � � , � � , i � m � � , � � � - ! � � _ � � � � � L-- L--J L__1 J L-- - L--J L--� _J I _- I �U - L108'-8"] I 1 I LI��'-8 I/2"] d1 - I I � I I � � � � -t - _ - r-- � - r- r- , r----� r-- -� ( � � ii „ t i i i �---- -- ---- ---------------�------ - �--------------- ----- -- ----�-- � ' � � � 8 � i i i i ' i I ii---T--I r- �------ ' r---ii I I � ' i �----- -----h � i I I II � . 's ' � � � = I ' �� I II � � � ------- I � - � I � 11 L- --- ------ ------------�--- h ------ -- ----- J II � _ � lO I I � ~� � i i i i � i i -r i C q q -o � i � 1 ----- i (Q�------ � � i n � � ' -- i i �� - � � �� � „ r- �, �� � u l I � i t i I -4� i i ' � G -O ) i r � i � � � ; i , I r- � I _ r ----- ----- r----� 1 I _r-=--� I I � I � I � I I I I I I I I � I jn � � 1 � ---�----T--�� ' 6" SLAB-ON-GRADE i Lr r_ �_�� i 6�� SLAB-ON-GRADE � �--- �--J i i I i L--1 - r--J -J----+------ , i 1 i � � � . � W I TH #5 AT I O � � W I TH �5 AT I -O • � I � � I I I I ' � I r ; � _ � �' � �, r-�_�---_-�--__r--_� EAGH WAY �- T-�----�L.,�___-' EP.GH Wf�Y a � � i i i i i � i i � i i , i � I L----J � � � � t'----J I I � � I L------a- -�-------� � I I I I � � � �. 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[XXX'-X"] IIVDIGATES TOP OF FOUNDATION WALL ELEVATION. ~ � � "The i>suance or rantin of a �Qrmlt or an^roval of lans an . �_ �� U � g g P .� (XXX X ) INDIGATES TOF' OF FOOTING ELE�(ATION. speciicstions shali not b� cc;;�:�4�� to f�:, � �,���'nit for, or an � � ap7rcY�.l Oi, any vialation c� C.��;� G� i�i� ;.�'� ' " '� Of thlS COd�• GON7RAGTOR SHALL FOLLOW ALL REQUIREMENTS L15TED IN " � or o; ���c�i�c��oic+i�iance �6��;�� ��_.:'����_.. � ���� o.suance o1 a �ILS REPORT. � r r r,^,..,, �,� ��.-,.. 7 � p,;;;;,, ��._�� �;�on plUfl�, �;���„��i���.� G+�� �,6i��P ddtfl Sh3, GONTRAGTOR SHf�LL PLAGE (3)-#5 VERTIGALLY FULL HEIGHT ( '� noi ���.vc,;'t t`�e building ci�ici:��l ��om tilereuiivr r��uiring the OF WALL AT HIGH SIDE oF ,�LL WALL 5TEP5 HIGHER THAN � corr�a�io� ofi errors in said plans, SpeclfiCatl0118 al1d A1h� 4�-O" IN ADDITION TO WALL REINFORGEMENT SHOWN OTHERWISE, � data:� 6. ALL FOOTINGS IN GRAWL SPAGES SHALL BE BAGK �ILLED WITH � �.`� ,����� ���_..�.-�-- �OMPAGTED STRllG7URAL FILL TO THE TOP O� FOOTIhIG MINIMUM �� � v '•°• LE55 h10TED OTHERWISE Oty PLANS OR SHOWN Ol�l SEGTIONS. � � � � , . .. _. .. _.__ _.,__.� _,�4i,�,''�,..�.:`�^ o OOR ELE�/ATIONS SHOWN f�RE AT TOP OF SLAB OR AT TOP OF Cp � � � � � Q PLYWOOL7 FLOOR SFiEATHlr1G. O �� �D� � . FOOTIr1G ELE�/ATIONS SHOWh1 Ai� MAXIMUMS AND MAY NEED TO BE M � q �,� � � E�HEED DUE TO 501L GONDITIONS. V�RIFY GHANG-E5 INITFf STRUGTURAL Z `i� 4 N � � � I Qtl � O � .1 , � �� Town of Vail W ,���� , ' I � m W � o{�� i � ' ��� OFFICE �OP � ° � � � � ���� �= r-- � , � ,; �� � . � cD `-; ' � ,�.. , PIEfz FOOTINC� SGHEDULE N . �x o�o ;� 51 ZE OF FOOTI NG RE I NFORGEMENT �jj ; :� Z � �'-6"X�'-6"XIO" (3)-�5 EAGH WAY O �� ' .� 3'-O"X3'-O"XI'-O" (3J-#� EAGH WAY � � ` � 3'-6"X3'-6"XI'-O° (5)-#5 EaGH WAY a w " `;�. � � � ,::;, ' 4'-O"X4'-O"XI'-O° (6)-#5 E�GH WAY 1�* 4'-6"X4'-6"XI'-4" (-1)-#5 EAGI-t WAY �'-O"X7'-O"X2'-O" (�f)-#6 EAGFi WAY � �_� T�lOTES: w w � L��.!:� O F= G I'�`'�i' — -- f y � � I, f =60,000 PSI � � 0 , t r;..r" ��.f.-��{ �--�- -- - �. fG=3,000 P51 � r't��(�' +'�L- � P'' 3. ALL FOOTI NGS SFtALL BEAR �hi � � � i UNDISTURBED NATUI�AL 501LS. � � � � � t . ,'' � '� O a ba�_o�� � �. 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DATlJM ELE�/ATION �iG'-6" EQUALS AGTUAL ELE�/ATION -7�i�15'-�i 3/4". U 2 [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELE�/ATION. � 3. (XXX'-X") INDIGATES TOP OF FOOTING ELEVATION. ° � , 4. GONTRAGTGR SHALL FOLLOW ALL REQUIREMENTS LISTED IN � ' � ' SOILS REPORT. 5. GONTRAGTOR SHALL PLP.GE (3�-#5 VERTIGALLY FULL HEIGHT �(� � OF WALL AT HIC�H SIDE OF ALL WAI_L STEPS HIGHER YH/kN �'-O" IN ADDITION TO WALL REINFORGEMENT SHOWN OTHERWISE. �� 6. ALL FOOTINGS IN GRAWL SPAGES SHP�LL BE B�GK FILLED WITH � GOMi�AGTED STRUGTURAL FILL TO THE TOP OF FOOTlr1G MINIMUM � � � � UNLE55 NOTED OTFiERW15E ON PLANS OR SHOWN ON SEGTIONS. a ° .o � � o � PL��OOD FLOOR SFiEp.TH NG.�� �7 TOP OP SLAB OR AT TOf' OF M O � � _._ - � m b. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MP.Y NEED TO BE � � 9 LOJhERED DUE TO 501L GONDITIONS. �/ERIFI' GNAtyGES WITH ST°�tJ ,7URAL w � + � ENGINEEiZ. � - m W � , � ��� � —� � ' � �� �. � , ��o , ; - ,--�---.., --- - ----- -�. _ �,y..� , c0 � -`� Q� �X6 TREATED �. EXTERIOR STUD WALL O " 1/2" 150LATION JOINT WITFf 1/2"cC X 10" WITH SHEf�THIPIG I � ��_O ����� ANGFiOFZ BOLT �5 AT I'-O" 00 AT 3'-O" HOizIZONTAL O —6" SLAB ON GRADE " , ` , , RE: PLAN W I TH #5 AT I'-O" ' � '� � ° ° #5 AT I -4' EAGh+ WAY ^ ,a < , , a ° VERTIGAL ' "`' ° �X6 INTERIOR BRG. #5 AT I'-O" �°� o�p..n,o�0. °od � WP.LLS. o ro a'o b o �QO o ° EXTERIOR 511JD WALL �/ERTIG.°.L i iiii ii i -ii � (/� ° 2X6 TREATED � r 6" SLfrB ON GRP.DE a < ° a _ W�Th SHEATHING 51 4�� ,a 8� 4�� 6" SLAB-OhI-GRADE � , � �' �� WITH I/2"� X 10" WITFi #5 AT I'-O" , `9 FLOOR SHEATHING #5 �T I'-O" �RGH WAY (n 6" SLAB ON Gf2RDE � ° � ' ANGHOR BOLT EAGFf WAY (�)_#5 GONTINUOUS � �b °a0' ' d IN GENTE4Z OF SLAB � � #5 AT 2-O AT 3-O o .Dao•,�Ooo• Q W ST�IRS WITH #4 HORIZONTAL �QOo°`o_o�o� o�o a,��_#� GONTINUOUS BLOGKING p � AT I'-O" EAGH WAY <. I � �� FLOOR J015T5 #5 AT I'-O" X � _ ' «: . •��,. ° < I/�" ISOLATION _IOINT ' #5 X �'-O" AT � � #5 AT �'-O" X �E. PL „ a . �. ' 6" SLAB ON GRADE , ° a • 2�-O" 51MPSOhI A3� -- — 6 ` , `� � STAIRS WITH #4 ° � GLIP EAGH < ° ' ° ((1 AT I'-O" E,4GH WAY � ° < � � • - " � - • 2 I/� ,1015T ��o b�a'o��o��a°o�o� , •I � �oa-�`,bOoP Q.Oa o•$Ooaa,o tt5 AT �'-O" HORIZONTAL - - �4 ;� �� I�I I �vg, . , ' � I I/2" GLR. ZX8 (Tl?EATED) WIT+-t , , � � ,D I I I^ a ° ^I .���i - I/�"� X 10" AIVGHOR 0 ° �-1 d � _ . 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III „illl„III „ III�IIIII„ III „I ��4 � -� o 6X6 WOOD GOLUMN �a � O � o 4 a � � � o 51MP50N GB ° ` #3 TIES AT ° a r_ � 4'-O" GOLUMN BASE a I -4' ° , e. � �� N � � i V�L . Y �� �° e a ° F� . � � L � � � � I � I �L I I � � � � I O I � � 4�� SLAB OK GRADE _ « aa e�a , �' O � � � WITH WWF. ° �I�)-�5 X � � � \ � � > 3/4" = I'-O 3/4" = I'-O (V d o RE: PLAN ��J � rn � ° 6" SLAB-ON-GRRDE WITH �O" � 4 � O ` O �X4 KEYW�Y s�5 f�T I'-O" �AGH WAY ° " a � � o ° U � P . _ . - ° < � -O" � I-=-2-3— d' 4 ° , a � 0 � v � ,va0��q••0. ° . � e a 4 s a � 0 2X6 TREATED F'L EXTERIOR ST1JD WALL � �� �•0°p• 0�� 3)-#5 GONTINUOUS , ° <' , n Q ° a ° a� a , a� ° ' •°. � a ° � �3�_#� X N WITH I/2"Q> X 10" WITH SHEATH�NG d � r ��i �l 1 . � J a ' , e � ANGI-fOR B�LT ° (3)_#S ' fl- ° • a • , • � AT EAGH DOOR AT 3'-O" — I/�" 150LATION JOINT �� � , � � GONTINUOUS `4 ' ��.'�• � •P'`� � ° ° . ` OPENING a � < aa � 4 , d . �j .O'Q ; bo•.� lil d a a o '0 . � a a d � 4" SLAB ON GRADE ° ° � a � 6" SLAB ON GRADE RE: PLAN WITH WWF. ' O o � II-I II -� 4 a � � - I. R�. PLAN WITH #5 AT I'-a" REIIVFORGING 12E: - � ° - - EAGH WAY SEGTION 5/55D < (3)-#S �� ' '� ��� � $, +I 'I RE: PLAN jy ;�,'s. _��__ a RE: PLP�N �; a ° _ — a � � • v�� ;v.,Ov.e" •O� ° c.. a ° � 4 .,. _ e �2)—#5 � �D°��Q40v..O'QOG` �I ; t�: _. _� i abo°�� � � 90o�`a_cra� �ro 3)-#S GONTINU�US � � � � I �I �l � �� � � 1 �I �L � ��r������rr�� I Oao.�Oao CGONT.) �I � , ,, �� � p pooso Ya,o �, a 3)-#5 GONTINUOUS ,, '' II { 3�-#5 GONTINUOUS I) I 0�,'�CD k, a II I �II�I����� �� �5 X �'-O" AY • � � #S AT 2'-O" X _ in-i , � ° o a n i 3/4" = I'-O" 3/4M _ ����� ��.��� o�s o,eeYjU�.,� " �,. 1 #5 X 2'-O�� QT #5 AT 2'-D X 2�_Q�� � = e . o° ERF�°oo�.,% 't I I - � ; °��": �� • 2-�u - 2)-#5 GONTINUOUS . a � I/�" _ •4 � � � ���� #5 AT 2'-O" HORIZONTAL k�' r �a a c #5 AT 2'-O" HORIZOIVTAL I I/�" GLR. ~ �''Q M �" �2Et PL/�N WOOD GOLUMN ,'� � ae d, •'.���; ' ` I V�" GLR. - :�` e ��+� �: "� ., �` ��a� ' , ��,�. - RE: PLAN , #5 ?.T �'-O" X �i RE� PLAN �`'�q��CO�-�,�`�� � ���rr�re�+° R�: PLAhI #5 AT 2'-O" X �i a � ° � � � C � f 01�1 � � 6" 6� 3)-#5 GONTINUOUS �)-#5 GONTINUOUS 3/4" = I'-O ll - • � � " SIMPSON HD�S i� a � ° �i � 0 ° � EXTERIOR SIUD WALL EX7ERIOR STUD WALL � i a a i � _� � �a � 2)-#5 GONTINUOUS WITH SHEATHING /—WITH SHEATHING 6" GONGRETE FLOOR I ,a � 2)- S GONTINUOUS FLOOR SHEAThtING FLOOR SHEATHINC� SLAB WITI-F #5 ERGH RE= PLAN RE= i�LAN SIMPSON a35 (SGFZEW AT 4" O.G. 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O . B o x 1 2�G ' � '� o � � -� � '� 1�l OJ C�' 1„���'- �-4VOn, Go lorado P� I C 20 ��on, Go lorad� 81 �20 �: Q � � o �f�f�l��' � I� �'fi� � � �..� � � �o� D���fL�D SI�� PL�,N IN�oF��f,��io�l �i�0-G4� -��7�8 �fi�0-��-�fi- l �700 ; ''� � � � - �E�Ei�' 1�0 Y�IL G01"�i"IOi�ls 5�"Oi�� #142 Q ` � �-.a �c �� � ,4UJ IN � �' - S 1 TE F�L�N. P.�FERENCE ```� '�-� � � � . . 1��. C� � '�-� .� � � � � � �, � � � � - �� � ' M�T�i�.l � � SY1�'f�30l�S: ��3�3iZ�VI�TI0�15: C���l�fi��L NOT�S: - . �fi�OJ�GT GO�� SUMMfi��Y: �-3UILl� I �IG M�T��'.I �L.S: Di�'�J�iI �IC� I �1l��X: � �' s L � Ae� above LT �icht oi Do not sGale drawing5. OGGUpQnGy GIQ551fIGQtlOfl: ' ---t-��--"-i A�F above Finished floor LTL Iirtei R-I: Townhouses , �!���-'-���--��' ��{h "'��--' plywood AP access panel LVR loiver 02 Verify all dimer�tons,conditions and utillty locattons on �j����� ���� �� Gover Sheet � �----• i ' aG acov�tical MH manhole the�ob site prlor to begtming a� work or ordering �'c2 Floor Plans Resfdential Floor Area: - �4DD addendum MFR manufacture (er) ary matertals. Notify Arch(tect o ant� conFltcts or ' ' �3 Partial �ir5t Level Floor Plan - ` 'J�'`���1'"=,�; ADJ ad acent MO masonry opentng dlscrepanctes tn the documents Immedlately. UnitS DI � D7 (END UNITS) ASPNALT SNIt�EB, �LK � ' 1:�` �1� a���./,lr-`= J P�vTICU� �,I-I�G4-I D�M�7�ON ,,,......,v..:'„`. , - �� ;'w%'''�,;.`" �La`� `� � - �� � �--'% Porous �lil / DraMa e — � ��==:•r'- Flnlsh Wood ALT alternAte MTL.. mAtertal (30 YRJ 'ANTIdJE 3LA'T�' �4' Partial First Levei Floor ��QYI - � �%� -���- � g AL aluminum MRX max1mum 03 Areati of conflicts or dlscre ancles must be fuii ' ���`�%' � � P y First Level: 454 sf ��?,, t� : ARGN archltect (ural) MEGH machant� (al) re5olved with wrltten approval from the Architect before Second Level: �15 • vNERWIN W�LL�,eMS �5 Partial Se�ond Level Fioor Plan ��, ;� 4 ��.� ��,�i!�ir���� �`�-;�="� BASMT basement MG medicine cabinet cor�tructicn conttnuea In those areas. 3 �� �'�G�a 'BLU� SPR�JG�' 3u1��08 �t6 Partlal 5e�ond Level �loor ��Qn �� \'`. ��;��� I' ' �i��f��%���%�� 5tone Masonry �" '`�� Waod-Rovgh BRG bearing MMB membrane M i GrosS Area Total: q6q s.f. ` BVL beveled I �MET metal 04 Plan dimenslons are to face oF stud,centerline of �� Elevation5 and Roof Plan �� �`�vi� `�'� , ' BIT b(t�minoug M mater (s) stud or Pace of concrete unless otherwtse noted. � Units D2 - D6 SHERW�N WILLIAMS ���� , � o ,� �` 't i/2' �t.1B-�ASG(A � � �8 Building Section/ Details , BLK biock MM mli(meter (s) Sectlon and elevation dimenslon5 are to top o� BLUE SPfdJC� .°,W3008 ; ° 5tructural Goncrete �- Blocktn� BLKG blocktng MIN mhimvm concrete, top aF plywood, or top of wall plates �q Buildin 5e�t(on/ Details � � BOT bottom MIR mrror' ar top of wall plates or beams unless othsrwtse First Level: 458 s� g � ; � BLDG bulldin MISG m�cellqneous noted. 5econd Level: 514 sf SaFFIt MATC�I 81DIN.'s GO�.CR ��0 Buildinq 5e�tion/ Detalls . ,� � , t , ,,� �> ---------,------ G�- ca�pe�(ed) NtU1�� mP��ton P�I I 5chedu�e5 ��'�a .�! � , �'"^'`> Goncreta Masonry Untt ' Gypsum Board GSMT �asement MAT nctural OS Provide afi necessary biocking in stud walls and GrosS Area Totai: q�r2 sf D��� �I2 Interior Elevations (�) caulfcing) �aulk(fn� NR ncise reductlon call�ngs. Locattons tncf�de but are not Itmtted WODD sIDINC� ' GLG celiinc� NOM nontnal to cell►ng and wali-mounted flxtures, tofiets, 'SALEM TAN' ST-35 � ` `t �� ( �f-- " GT �eramt� tlie N nmth tollet accessorles, cabinetry, countESrtops, shelves, _ ' � > )� Batt Insulation t Marble GLt2 clear (ance) NIG nct In contract �loset rods and fake beams. � SAME A5 ADJACENt DI-51 Partial Foundation Pian - 5outh • � O O " �� � . G O L c o l u m n N T S n c t t o s c a l e � ��R ��M S l n i t�c, C o L O R � � : G O N G c o n c r e t e O P G o p e n t ng 0 6 �d e n o t e s d o o r s: r e f Q r t o f i o o r p l a n s f o r d o o r D I-5 2 P a r t i a l F o u n d a ti on P lan - Nor t h ' � � n • � . _,. �� .�. .� .� � G M U c o n c r e t e m a s o n r y u ni t OPP o p pos l�E e Iocations. RePer to Door 5chedule for door t y pes. � � , --:-YT =- �- RI id lnsulatlon Gran(te GONST �onstructton OPH opposite hand � 3 A M E A 3 A D J A C�h l T I�2-5 3 P a r t i a l S e c o n d F l o o r F r a m i n g P l a n � W � � g O c c u a n t L o a d: o f/200 af of unit a pace � W��� �� g�p�� �� ` ` G O N T �on t�nuous o H o��e r hea d o 7 O d e n o t e s w i n d o w s: r e f e r t o e l e v a t i o n s f o r w i n d o w p D 2-5 4 F'a r t i a l 5 e�o n d F l o o r F r a m i n g P l a n ^ Z d- �d� : , GJT con t ro l�oln t (P) p�in t or s ta fn Ioc a t ions. R e f e r t o W►n d o w 5 c h e d u l e F o r w l n d o w t y p e s. DI-D7 5 �'� ; D2-55 Part�ai Roof �ramfn f�lan � ,_.-�;� GPR copper PR pntr Q,�NJAMIN MOOi� � , � � �i f � � Acoustical Geiltng Ttle ��K"� ' � Quarry Tfle GU S T c u s t o m P K p n r k[ng OS Goordinate ail etectrtcal pnd mechanical ftxtures to StuC.CU •9 3 9 1�2-56 Partial Roof F ra m i ng P l a n � � Q 4 ' DTL detatt PVMT pmrement flt w►thin celifng, floor and wall spaGes. VeriPy with � �IM dimension PLA, Buildln DI TOTP�L 35 Z o� V- pbstic lamtnate ftr�hitect whsn d►verttng �rom c�awtngs. 9 �J�J� Foundation Details U _ � =���- ;' � j DR door PL bts B,4LCONIEB/ MATCN PASGIA COl.OR W z i r p OvFR REDUJDOD Sh,D Framing Detai IS � , -- - -- GIpSS ' �� � Tf1e / Pavers DWG dra�ving PW pywood Oa In the ovenE that additlonal detail, or ufdance Is {��L�1�lCxS �— � ' O� drinktng fountaln PT point needed by the Gontractor for cor�trvc�ion of �y — � ; � east P5� pounds per 5q,uare foot aspects of thts pro ect,hQ shail Immedlately nott�y the GonStru�t�on Type: CLAD WINDOWv ��� _ "' i � ELEG electric (al) PSI ounds er uare inch Archttect. Fatlure �o Ive am le nottce shall relieve � � p P �. 9 P Type V Non-ra � AND DOOR� U "` s %�- Stael / Metal as noted 1y:�,:a�iu�,au�:��tul�:��u Garpet EL elevatlon (s) PL property itne Archltect of responsibllity. � • ; ELEV elevator G2T q,a�rry tile ��i�;�i ���� �G2 e qual R� rEFerence lo Th9 General Gontractor shall bs re5ponsible for Fire Re5lstance �Ti ITRY / G,4R,4C� MATCN FA�CIA GOLOR � � i � Ex+� exhaust �� rePrl erator satrsP t aii licc�ble codes and obtatnt ali Part wall construction wiil conform to �'ail's DOO}w° , , � �� � � y S�S� 2 � �99� � ! �XG existing REINF reinforce {d), (tnt) permi s ard rec�utred approvala. Thts pro�ect is recommended Fire A55embiy a5 drawn I� this Z U A-� � �-2• Exr exter(or �an rec�uired governed �u the uni�orm e�,ndrng cocte, iaq� �drtton. con5tructlon document set. DECK � STAIR 8 FOG face oF concrete RE5 resilient Gode com p�cmce 1s mandato r y. The GonStructlon t��� u'EAR 5EA1"�R ����,' �rr���y�i��(m Q � , " POF face oF fintsh R�1/ revlsion (d), (ing} Documents shall not permit work that does not � — � 5ectton Gut Referenca Detatl Area Re�erence �OM face of masonry Rf-1 r�jht hand conform to all relavant codes includ�ng ttBG Property Lo�ation: _ , ' F05 fa�e of studs R riser and al! lacal and regtonal codes. P�ddre55: ���- �'�� MATGN FA6CIA GOLOR 0 � FIN fint5h (ed) R�5 r�d and shelf ��� —� � F� finished floor elevatlon RD reof draln II Tha General Gontractor and 5ub�ontractors shall field Vaii Gommon5 Vlllage � Q ; i North Fronta e Road O'-0" � flre exttnguisher R�G reoFing coordinate cmd obtain approval from the Architect/ � RQQF ��,,qT gL,qGK z ', A-B3 FDG ffre department connection RM reom En�lneer beFore any cuttln�,notchtng or drllling of VC111, GOIOf Gi O FHG fire hose connect►on RO reu9h opening any r.ast-in-place concrete,steel framfng,or any other P�tRAtIONS O ' ��G flre extingulsher cabtnet R/5 reugh sawn structural eiements whlch mca� aPFect the strvctural See S�te Plan for dtmen5�ons to property Itnes. 0 , Elevatlon Reference �IevaElon Symbol �PL firepla�e (5) 5ealant (extertor) integrlty of the bulidincj. i FP fireprooFtng, sprca�ed SHTG steathing . .— - - - -. FLG flashing 5M sfeet motal 12 The Gontractor 5hall ver(fy all existing grades c�d Aliowable Floor Area: `� . � I I f 1 FLR floor (Inc� ' SiM sinitar stake out the bullding footprint Por Owner � Architect BuIlding Di: - � , FD fioor drain 5G solid core approval prior to beg(nntng ary stte wark. Zx P�Ilowable Floor Area for Multiple 5lories Q ' j A-�. t A-2• � � �TG footing 5 5outh , ���p�. � `, _ _, _, _,, �ND foundatlon SPcG specificatton (s) 13 The Owner has been actvised that due to har�h wlnter � � FBO furnished bi,� others 5Q s uare Hei ht � Number of Storiea: `l . condittons, roof and deck surfaces must be malntairied � � Detatl Gut Reference Large Area Detail RePerence �11R furred (ingj� 5TD siandard raQSar,ably free of Ice ca�d snow to ensure min�mal , Buflding DI: 24'-10" Typtcal pe" Unl� � r GA ga9e, gauge 5T slain problems wtth these svrfaces. GV gafvanized 5TL sleef . , . �' �'``��' Q � GG general contract (or) 5D slorm drain 14 �tltutlor►s oF "Ectual" produck5 wtll be acceptabie �'�`'�'� f— ` � � I� !Z/31/19aq GL glass, glaz(ng 5TR slructurai onl wfth Owner's wr►tten a oval. Uni ue s If1ed -y `r � GYP BD gypsum board T�L telephone items are fntended as qyal�it�y speclFica tons o y. P18fi B� U ; ' HDW fiardware N tslsviston ' > ' � HDR header THR tFreshold . � � Revi5lort Gioud Revisfon m4�o1 HTG heating T8G tengue and groove 15 It is the Intent and meaning of these documents that j�proV@d � • � t}� Gontractor and each 5�bcontractor provide all � HVAG heatin /ventilatln / 75 to of slab p upp cl p Oenied ❑ . `w� � ��y.�.� s � � _::. ' � g g p Icabor,materlals,tran5 ortatton,� Iies,e ut ment,etc., �'� � �� �� � ��'. . . � p air conditton(ng T5L top of steel ��,�� � ; H7 het ht TYd t�p of wall to obtaln a complete�ob w�th�n the recogn�aed � � T � �4 ��, d m P� � standards oF the lnc�.�try. � '' �4 A-2. I P HG hol ow �ore TB towel bar M '"" � � `4 `#} � ' ° GPI HM hollow metal TR transom Validir ,, f�e i@ e ' � �. �E, HOR horizontal T tread �6 All bulldings to fit within property Ilnes without crossing $eC. 303 '� � J6 � " 3 HWH hot water heater �lYP tcal easemonts. Not(Fy Architect oP any dlscrepancles. � e � E , � � Interior E(evatton Reference Flxed �Inlshes Reference INGL fnclude (d), (ton} UHO u I^ess noted otherwise • , ,���� ��� ���Q t�;� t�� �{.� 4� • �v instde dlameter ve vapor barrrer T h e i s s u a n e e o r g r a n t i n g of � 10G Instalied by contractor V�RT vartical sF�ciii�u�;ons shall not be cc � =s ' IBO installedby owner VGT vnyI compos�tton apprevai of, any violation of � �., � IN5 lnsulate (dj (tor� WG water closet or of Gny afher ordinance of � '�:. 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Radit ar� window rough opening untess otherw(ae noted. Radt( Entry V_ � vrnyl � Garpet Pafnt _ Palnt �_^� O ` measured frcm centerlin� of door to outer are me�sured from baseline of frame to outer �J� — ` , edge of doar. � - edge of fYame. Bath �1 ---�-�-� vtnyl_�`.J Paint _ Patnt_ �__-..��--- � > � m2 Gontractor t� provide hardware aa listed (n schedule. 02 Wtndow unit deaTgnatton8 refer to clad caaem�nt � Kttchen v1ny1 Pa�nt Pa�nt o � � � , , � IF discrepancy or incompletTon ia found, notify Architect. Ccc), awninq ICAT, arc.hed, (CaH�, apectai ahape �_ �._____.._ ___ _�.—__—� ___.._.___ _—V ! unita ICSST french el(dingq la8s doors C�5) or � ` -�-�--,------ - ------- - -- � . 03 Contractor t� vertfyul(� otifs to be cutt to ftt. If not C?)dltfonaf�french doors l'1FP) aa manufactured by: -- ------ Din�ng.Room--------- -}Carpet------------- -- --- - Paint- -------- ---�-------------�_Patnt--------- ----------------•-- ----^-- --------- r � des1gnated n ached e, n y Arch �c � , " l.tving Room � Carpet Pa1nt Pa1nt 04 All door mulVon patterns, if shown, are per building m3 �411 wtndaws are ftx�d ur�leae otherwise indicated ------------------�---�-�------------------ --- - - - - - -- - ------- - - -- ------------------ .� __---------- ------.-_.____-- -- ---------- -- -- - ' 6It°Y19t�Of1S. ✓erffy �aer m�nu�acturer. on draw(nqs, Refer La Buildin� Elevations �Sheets � : • I�3.1 � �43.T) for dlrection of sw ng for window units Sta(rwell , Carpet Paint Palnt � � -----�------------------- -------------------------------------------------------------------�------------ _------- ---- - ; m5 �411 Jamba tobe atzed accord�nq to individual wall wtth operation sash. ; conditiong. Casinga to be as ol-escribed in drawings. Laundry �,Yiny! Palnt Paint �- + � , � � m4 Wir�dow manu�'acturer to provtd� �gre�s uri�rdow - - - - -- - } - ------------ -�- -- --_._._ _..----- ----------- --- --- ----- ------------ - --------------- --- t�I ; m6 Nardware bymanufacturer or as called out in drawir�gs. hardware as re ufred. Carpet Patnt Patnt � l � � � --------�_�'in�n clos�t.---- ' , - ------- - ----- ------------- --- ----- ----- ------------------------ -------- ' ------ }-_--- -------- ---------- - -- - -- m ; P�'1 I�aure that a I doora and windows are tn good operattng 05 lUindow sill heights to me�t U.B.C. �gress requir�- ; ; � order. menta. Notify archi��ct of any d�screpancies. Sath +� ' Vinyl Patnt Patnt � m ; . , , ._--- -------------------------�-------- ----..----------- ---------------------------------------------------------- n ' m8 All giaa9 in doors and sidelic�hts to be temp�r�cl. 06 Ail slo ed to clad s �cial sha e units Follow roof � a ; , p p p Bedroom 1 � Carp�t Paint Patnt � , -- ------------------------------ '� q � . . siop� of 4:12 pitch. Nottfy archt ect of any .____ _------------ -----------�-----------_-------- ---,-------------------- � ;, , • d�screpancTes. ' � �j � , , � , Bedroom 1 Gioset � Carpet Pa int Pa fnt � Q ' � ' 0� Al f window mul l ton pa tterna, if shown, are per but iding ---- ------------------------�--------�----- ------ --�-----------------------------—_�_----------- � - , ' � (�; a ; . etevations. Bedroom 2 i Carpet Paint � Palnt 0 ' , -_-_- -_-�- -------------------�----_-----_--_-------------_ _------------------ -�_----------_--_-------_--__ w � q U ' " � 08 �lll window �aders to rest at 6'-8' AFF uniess Bedroom 2 Closet , Garpet Palnt Paint �'/� �^ � � a '� • oth�rwtae t�oted. _.�.�- ---- -----------------f---------------------- ------------------------._-------�.� " 1 �� 1 � � ; s • ' (�9 ProYide 7ern ered glass as r�cjuired per � � �'�+ � s � -----------------------------�---------------------.— --------------------------------------------------- �..a Q � , . � , building co ea. � � O � Q ` ' � C ---------------------------------- --------------------------------- ------- ----------- ----- � �---------- ('� � � � � � ��� � � ^ o � - � ~ o .` , � � � , • DOOR SCNEDULE INDE>C. � � �; ° SM By ManuPacturer M/Cx Metai Gad w/ pRl.. Privacy Lock � � CL Goset Latch � Tempered Glass SDI-1 Sliding Door Na�dware �I C] > ; � - El. Entrance Lock PPN Pock,et Door Nardware SDt 5ingle Dummy Tr(n � � s � ' ' Cs tempered Glass PL Pa$sage Latch iUD Wood � � , NG Nollow Gore PR Pair lUD/Cs Wood w/ Tempersd Csfaea E'`� � � � � t ' , � � � . : UN f�'S 1 �i. � � DO��: SC��UU��: UNITS D1, D2, 1�3. UJ11�lI�Ot,U SG��DU�� D , D � 5 , ' NO.� �ocation tng Mat. W N t ITrra. Nardware Rsmarke NO. Location iType ; �Nomfnel S(ze Rough ope�tng Remarica � � � � ". 0�I MEGNANfGAL i�00M LN 2'8` 6'S' '1�i4' Tyes A BEDROOM rl iPr.Sin�le-Nung ; 3ro60-2 6'-0' x 5'-(�' Egresa ` • -�----------- --------- ---- ----------------�-----_?---- - - ----- ----- --------�---------------�--------------------;---------------- ------------------------- ------------------------ , � � " � � 002 GL03�t LNR 2'-0�' 6'm'�13i8' � �_ non-atandard h��ght B BEDROOM +� Stngle-4�ung ' 366¢> _ 3'-0' x 5'-0' te�npered I ' ' �3/_�- � DININCs/ � u-----r- � _ 003 BAl'N "2 L4-1 2 8 6 8 . a � �---BEDROOM "1 �rench Door _� xxx_i 3'-0' x 6'�S'- ----- - . . _ —_ ----------- ---- - � ---- _,_...,�q mmd roi�Et R!-4 2'�' 6'8' ;1'�` , D LIvINCz_ _ �Multtple Un(te � 108'12 tRIPLE 9'-0' x 6'-0' See �levat�ona _ Y��'3 �"�'�'��{�� F � �.� _'� -- '- --- , -�_.^_ I t 005 LAUNDR'1r - 5'0' 6'8'�13i8' } ' PAIR SIFOLD E DININC�s �Multiple Untt9 ; C�012 DOUSLE 6'-0' x 4'-0' Temp�red �`��'�� ��� , ;� ____ --_ � .�_ -- -- � — — -- - � ���+;2 _ T ______�__�._ --Y ' � ..sra�� ---1---------- — � � 00 BEDROOM �i Lu 2'6' �6'8'�13ie' � -- �_ LIVINCz �Picture Unit --- � 2436 2'-fd' x 3'-0' .� "��Z � _ . 9�� . , � I ^ �� ���� i . 00Z GLOSEt +l LN 2'�' ro'S•f 13ie' � G �NtRY I Picture Unft � 1872 I'-6' x 6'-0' tempered _ Q-1 � f -- — - - — - — -- -- j --�--- - — - --------- , --------- _— -- — -- - ' ��j � l -�i--------- I 21t36 ' 2'-0' x 3'-0' R `�� � . 0P�8�3EDROOM +'1 LN 2'6' 6'S''13i$� ; I-4 BAtN �i , �single Nung - �-----� ,-------�_ �`;, �, � , , � , — - --- ----t �---_ �` pAIR S1.IDERS� ---- --- , - --� �� � ���i j , 2�09 Gl..OSEt '2 - 5'0' ro'8'�13i8' ; MIRRORED J NOt 11SED � I � � ------ -----------------__._.-__------- ------- ----- ------ ----._�_.�---�---------------------------_____.��------------ ---- -------�----------------------�-------------------------.,--.------._-.------------------------------------------------------------------------------ ; � ` ' � ; K Nor us�� ' . , � ----------- . _�_------------.____.--------------_.__-- ------- -------- --------- ------�----------L..----- --�--------------___-�-___--___._--------------- --------------------------------------�---------------------------l------------------------------------------._------------ -__.----------�-�--- cn o �n ; ' � (,) � o 0 � , - ; j L LIVINCs ,Picture Unit i 36�2 3'-0' x 6'-0' . p N N � ------ --__�..---------------------------- ----�----�----- ----------- ---------------�_�.–. � � �n �n ; r� �m� �r�r �.� _______3'�' �'S'.!'�'4' �y� ----------------------------------- UJ 11�1 D OI.0 SG�--4�D U�.�: UN I'i"S I�3, D�, D ro. � rn rn � . � ------------------------ -�----- , � z � �r i 102 B.47N �i RN 2'�' 6'8'i 13�8' i NO. Location It � 'Nom(na I Size R,ou h en(n Remar�cs � � ; ----___ .__..------ ------__._. —__- ------ --- -------�---}------- ----------------__._____.—.----_r. � yp � 9 � 9 � . \\ � " f(l3 EIJTRY GLOSET R�-1 2'-8'�0'8'�13� ' ' ' �_ � �_ � O X s A S�DROOi"I �2 Pr.Sin le-Nun i 3660-2 6 0 x $ 0 Egreab U � Q ; � - _ ^—._ _ ---- ----- -- � - ---- --- � --- -�__.-__--g- �--------- --- - - --- - - w Z rn � - -- ------ - -------- ---- ---------- ------------------------ ----�—_�____ -----___-------------- ----- - -- M1 I -- — � � - B N07 USED ! Z -1-�- i � ---- ----------------------------�--------------------._ ------------------------- -------------------------------------------------- f'-' `� . . � 10�1 ELEGl'R1GAL � D1 RN 2'�' 4'm'� I C NOt US�D � � _ � ------- ------�----- -- -- -- - U CL � • � , D _ LIVINGc ----- �Multiple Units ; 1m8'12 _ 9'-0' x 6'-0' Ses �levattone _ � : —+- — -�- Q w � - E NOT US�D i � � ---- -- ' ------ ___-- _ ---� ---- --r--------- z U � F NOt USED � �_ _.- »---- --- -- O t'`� �� I�Q.Oi� SC��DUL�: U1�1 I ts U�, D�, D�, D�. --- ------i---------� , . � . v� _ f G ENTRY �Picture Unit � IS'12 1 -6 x 6_0 remperea � ; _ — -r----- ; - - C> � � - � NO. Loctltion 8wfng Mat. W N ;T �TMe. Nardware R,emarks � ; . N BATN +� ISingle Nu�g � 2436 2'-0' x 3'-0' Q Q �01 MEGL-IANIGAL ROOM RN 2'8' 6'S' �I3�4� ( es � DIN11�tCz/ ----i-------- i -- , �---�_ ,--- - -------- - z � ' �y --- - � SDROOM �1 �Sliding Doara XXX 6 -0 X 6 8 -- ----�_,.-. .� -- ------'-� - --- ----- ---- � � --- ----,--------- .. ` mm2�CLOSEI' RNR 2'd' 6'0'113ia' i non-standard hs1 ht �-` � • :•: . K N07 USED ` ' 0 9 ��.". , __.._..... -------------------------••– ------ -------�-------�-----------i----------------••---- ------------------------•--- '. ----- i i � ' m03i B,4TN "2 RN 2'8' 6'8' �13�' Y � � -. -. ,, .. ..::•:. , . ... -- ---- �_.-_____ _ ---- ------- ---------�__.- ----------- ------ --- ' . . �dtoi�et �µ 2��.� ��8�i�3�� � UJ11�11�O1.0 SC��I�U1_�: UNITS I�2, U�✓-. Q �����: � ----___---_.___--____------ ------------- ------j----------------- - -----------__�_ �:..�;�; � . .. , 005 L�4UNDRY - 5'0' 6'8' �1��' � PAIR SfFOLD ' I � �' �� . ....•.. -- -- ------- ------�------�- ------------------------------- NO_ Locatlon �Type ;Nominal Size t�oug� oppr,tng Remarlcs . ..... ' -- ------ ----- ---- -- - - - , � 0ID BEDRODM �i RH 2'6' 6'8'�13i8' � I ! � '-.. ':. ... f -- ---- ---- __---- ; ; -- +------__._----- , _�- .�.__-_-__- _-------- ---- --- -�------_�__._._.�---___-------- A NOt U�iED � --- ----�----- � ----- ' � ----- . , __----------- --------------------------' ��---- -- -- . i ; - � .: :•: 00l G�OSET �) RN 2'�4' fo'8'j f3i8' �BEDROOM �1/ ; , , ,_ � _ -------______.________�_..___----- --_ ----- --------�_�J-------- B S(ngl�-Hung ; 3F�60 3 -0 x 5 0 Tempered ' -----------� ------------- SEDROOM pZ � U . . - -------------- ---------- -------- ----- 008 BEt�R001'1 °2 RI-{ 2�6� 6�g���3i • , D INIrlCz/ i � . � � - .':. . ... ... w �-, - ------ - --- --- - - -- y�_^._�___ ___��__.�__----------- G SEDRODM �t __�_8_! French Door ; xxx 3 -0 x 6 -8 � � � ._._. - �� ____------- ------- _���- --- T' 009 CLOSET +�'1 5�0� ��8� ��3%' i MI�RRORED � _'i ---r---------.-�_-------- � .... F � . - --�._.w_______ - - ---�- '--.- _ ------ -- D LIVINCs--------- -'Multfple Urilts i 1m872 9'-�' x 6'-m' See �levatton�_��-- � . _ � � ' _� ----_ -_�------------- - . . � ' --_- _-_ -- - --- .� ' -- -- - E D(NINC-s Multiple Un1ta j 60�2 5'-0' x 6'-0' Ternpered �, � ��� _T --.------ ------------------------------{------ --------------------r---- --- ------------.------- -------------------------- -------------------------------- - � ; , � �., " � _._ -___-..� � f __- - F NOt USED 1 �-1 , �.-_�_�_._._ �_��__�. 1 _ ___ __________________..____-_'_•___-" ___'__,,.___._.�..._."___'___'.__.._" _'____"__.___._.�__`"'.__'_________.._ . � . (� __.��.___ _.__�_ ___ .__"___.'______"_____'___h______...___".___""_._`._--.'._._,__._�_., . �. °- ' 101 ENtRY RN 3'0' 6'8'r 1��4'�y�s � �_ � �_ � 4 n , „ -�---�-__ Cx ENTRY ,Pictur� Ur�it , ------- ------�---------�-------------- ----p--•------------ -- ------ ------- ----- � IS"12 to x 6 0 tem ered �..yY--^ • _'_ __ _'_""�.__'________'_._'.._..."_'___"_"1"_'_'__"__'_'__'_"__ . � """"_` _"__"_"_'____'_' __ ____'_ � " � 102 B,�4TH "9 LN 2'�' 6'8'fi l3i$' ? - - - _ .. , ._.�,_�T� ---- _�._ y------t----r - ------- --- � - _`- N 8A7N �t }5(ngle Nun� � 2�436 2'-0' x 3'-0' rS� -- --------------------- ------- ----------------------------�--- -------------•--�----------�---------------------------------- ------_---------- 0 �} v 109 EN'TRY GL.05Et LNR 2'8' 6'8'�13i8" � ---------------�-------- -------------- -� -� i � � Q � ----- ----- --- �- _---__-_.- -- _- -- -- J NOT USED � � C] .�._.� --�-------_-..�------ ---- �-------------.._--------------- ------------------•---------•-- ------°-----------------'--•-•-----°--- o ----- ` � / � ---•----- ----•------------�-------- -°---- ----------------�------- - • - -- � ,Q K LIvINC� 'PICTURE j 3624 3'-0' X 2'-0' � _-__ ��._—______---- --------�- ----------------�------,------ ------- ------ -------------------- I o � � � i . . 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O , 0 1 0 � o ; � � Y � " . � row�t B� � s . . � PROYID�BL.OGKING =:•:. , (TYP� TOV�L BAR Q '�q�•:. ; � 3,_ � �zoviD�BLOGKirtc� � • !rn'J � AI2 3 � AI2 � ; o ; � TOY�L BAR 70V`�l.BAt2 TOV�L BAR � : . . . . :•:- , co � rn - �. � � ; m j �c-� . ! � o� � . , O � � . , � , � ro ���� #� ����� �1...,�� 5 �,���--� � ����� ��,�� s � � : . Al2 SCALE: 318' = 1'-�D° Al2 SG�4LE: 3/8" = 1'-m° � i� �-- � � . , 0 � ;- �� � UNI�'S 1��, T��, Dro, � D�1 ,4S SN�U1N UI�IITS D�4, D5, D�o, � D7 �S S�OI,UN � m a � � � o - � ° U N I T D�1,. D 2, ..L�3, O i��''0 5(T� ��N D U l�l f�' D 1, D 2, I�3, ��'P O S f T E �,� D s � � - � , ' ° � , � o . � . . � o Z m , � . � , � _ . o � � . � , - I _ � w tL .� � m = O � w , . � � , ; � , - � . � . , � � . , . . s . � _ __ _ _ __ _ _ __ _ _ _ _ __ _ _ _ _ ._� . �.._ i �= ' " � " � � _ , - , . , , � ; . � � � � • � � ; _ � , � � � ' � � � � N i - , N � � . - ' I ; , . , , , o0 � PI ER FOOTI NC� SGHEDULE Z � o � SIZE OF FOOTING REINFORGEMENT � . . , . �;,.i � Q w . . - 2'-6"X2'-6"XIO" (3)-#5 EAGH VY�hY � � R � , 3'-0"X3'-O"XI'-D" (3)-#5 EaGH 1N�Y I � � 3'-6"X3'-6"XI'-O" (5)-#5 E,gGH WAY ` � 4'-0"X4'-O"XI'-O" (6)-#5 EAGH W�Y � � 4'-6"X4'-6"XI'-4" (7)-�5 EP�GH WAY � � ! ' v � ' ?'-O"X'7'-O"X2'-O" (G)-#6 E?.GH WAY I 1 � Z ; � o � [� y i, NOTES: n ` I, fy=60�000 i�51 � � '�! t ' �, fc=3pDO P51 � ' 3. ALL FOOTINGS SHf�LL BEAR ON ` � , UNDISTURSED NATURAL 501L5. � � O a ; � � � O � � � ! _ � 8,�-otl � � � � � � � o � L � � � � � i 5'-O" I'1`-II I/4" 5'-O 3/4' I'7'-II I/4" 5'-O 3/4" 36'-O" 10'-O" � � � a ! , � ; o t � 2�-6�� , �`� O � O o i 18'-O" 5'-O" � i 4,�_On X 4.'-�u X I�.,On 4,�_Ou ?C 4�r,pn x �'�Ou � � � C c° ' PIER FOOTING " i PIER FODTING � �� �o � ., ` i r� v j4 4 • I 'T'-O" X �'-O�� X ��_6�� � � � ^ . � , --- ----- cfjD = P�ER FOOTING !�I o + 1 r----- --- -- -----� tC 551� --- � I � "ti � � _ i �----- -� f � I I I I 1 I = ! � „ 4'- " X 4'- " X I' O" 4' " X 4'-O" X I'-O" � S ; I -- I [IQ-I'-8 I/2"] I 1 I _ I �0 - [10�1-8 I/2 1 -- - I . , � j r---*--1---------------- ----1--T--- j 1 1 j r---*--1----- -- ---- ------------- --- -- --- PIER FOOTI�NG P E FOOTI G ---- � -------- I i . . , , ----- �-------- -------- --- L , r � � 1 I � T '1 I � � � � i t i � �. �. `-�.,N. � � � i i � � �.�.�. , , • , .. � � � 4 i � i 4 � � �c E _ I �� ;, �� � ---____ ,, ,----� •(ci9'-�") i �t"' J � i L 'IJ � (G�I�� r� 1 i i 1 �r O PIER FOOTING i -. ,. :; - ' �_� ' i , ---- , , �6 L J _1 �t � i �fi r----- I - i- -- ' 4 6 X 4 6 X I O I r -I- __r .,,; � - y _ I _ + ' I � --- ---- _ - -- r - ; ___ _ I � � �� � �� � �� I 1 L_ i I 1 � � 1 I rL_�_ I 1 _ -_� T_-� 1 _J I - -- 1 d� LIOS-8 ] I _ I__ I 07-8 I/2 dl - 1 -- - I I � � � I � � U �D 5�D I i � ., i i I � i i .. � i i i i i � � i i, , i i i - i i i i i t t(1 L--� = �----� � L--� -� t---J L--� �^ 1----� ' � m L--1' - � - - � .� p � ��� � � i ; I � -� I I � _ I � � � � I 8�� � f j I I I � � j { � � � --- --�----- - ---- ----------------1------r- -T------�--------------- ----- -- ---�--�---,j � � !j � I � � � _ : , : , i ir � ----- ----- � �o , . . , . i u ; � ' i i i � � � �� ; i i � i ,t� : r� : �. , �, -- ,,. . • . . ,. - . . � i i � � _ i ��i t � . . , . -. ` " � -------- � - � �� �� _ � i � i i �— ---- — --- n: --_�— � � _— -- -- --- i i u� i { i , „ � � �, I � -4 1� � r -1 � I _ � � � LL rJ �- � � i�„__-_��T`�.� � �� __r_J, -aJ I t(1 � � ;� � i u i � i i � . i � i i i � .� i I C9�i -� � i � i (�t�t—o ) �� i i r � i s � �i � + ' � ` � _r----� �� �� I . 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I � I � � j ', _ , . � � ' - " ,- I ;, . � 1 � �� --_�_I `' 1 L---t = �----� ' i � I I I I L---1 - t--J I � � • ` ' •;', , `,'�•.. - �_ ' �� —� � ' I � 1 1 1 I I -�---- � ; , :' ,. , , � � I � I r - +------ � { i , r r----T-- - I r r- r� i 6 SLAB-OK-GR�.DE i 1 } W I #5 AT I -O W 6 H �5 f�T I -O � GH I ' AGH W�'SC_ 1 � � ; ��-----�- i I �� i i i i � � i i i 1 i i �----_ --�-� =— , � _ __ - .�' ----- i II L____J � � I , � L--__J � � � ' � � I 1 � LJ L____-�- -�------J J J � � I I I I I � � r-------' � � ' � ' � .)� �� � I I I I � I � �I r--------� '- I I I 1 'I , � ' � y �a--------- I i I ' I LI"_______ � � 1 � I I � I I I � I I I I �,� j � I „ 1 1 I r----� I I � � 1 I � L s J �. � I I I I � 4 I I i I 1 r----'1 1 I i " � �� � , I ! � � � i , r-r----�-� i 6 SLP.B-ON-Gt�.DE i i 6" SLAB-ON-GR�DE i - `---�- -+�-----�--- �---J !i � � • y i I� ��1�-� i i - � � � � , I GH �_ ��_s _ � ` � �� -----�- - • . i i � � . '` W I H #5 P.T I O � � W I TH � faT I O { ' � ( I ' ' �- � n � u � J� L���J � . � ^ . �� �- 1 �iH w�-� iL«���-���� L----t----� I I i �^I—r r � � ` �3'-6" XL �C I'-O'1� � � I PIE -t FOOTING � -O I I LI Lr ( ' � I -� I I i i-j � I ' ; 1 �-� I � ' I I i � �-; � . ��P I ER FOt�T�N ` � � �I I I------ I I I � i �� I ' i ' ' � � I � 1 � I ! I ��� I i � � , � � i 1 1 I � I I i� � I � ` j .' �� , � � I 1 I i I� I I � � I $ I I � �� � � �� � x i i I I j � I I � I t j I I �� .� .. . I ,,[ i� I � , �'-� � � -_� ��_ � T- 55D � � 4-O X�4-O I X 1-O � ' � ' I �-- -� �- t----i--' _ !-=t. 7- -� ------- � �---,-- _; _�= . . ' �!-- ----� � �_.f; � --------� `� I �� r-------- I I � � _ -- _ _ � � � PIER OOT NG �_, � � ' � __ _ I -------- ----- � , , i _ 3 � I � -�__-'--1--- � 1 �I -�---� � ��� �d�'���°�os ; � � u � n I I �-; •--- ..1; I f I I � � I I � I � � �� � -, I �' � I � � 7�°Oi � , i -------- i I i � i i i i 6 x I O i i � � , �--_- � r i � .� a a � � r , r. 55D � I` �_—__� I r-1-� I � � 1 r � I I 1 . 8 � Pl E FOOTING � � I I �' ; i� � � 1 1 -�—�---'- � I I � � �� G R� °�`A�'°• (�{ 1 ��. �` 1 �_ �. _ I � L _ � I J_ 1.� � n � n i ri � 1 � I - i-- � m �e ° � • FOOTING � ;i I I�i— 1 I I 55D 1 I 1 1 I �5p { � ___�_I t �___ r 4-0 X 4-0 X 1-p;i I I I ( i � ! -= -- � - ��a � � I � 1---------i � -- � � , � I L J 1 � � r 1 L J I I I II � t t— STEP •� � I t � I � I � i < i__}— _�_� ; P I ER FOOT I NG , „ I i � I t � I I _�} _ o a � - I I I I � I �1---� I _1 � �_�� r-------- _ j � � j r--------� �! ----I �� I � - -' L ;, j--------� f i I I I� o a3� _ I _ � � � I � I I I � ii 1 . I r' I L-__1.L---J I I L___... , � s ,.8 � � , �I I� 2 I I q q��" ��I I � j � j �k � 1 1 � � I � ------ — ��_ , I I � � ' ��m q I � T.O. SLAB i i � � � � � - J � i � �-' � ' '��: '� � ' �m' ` ry , � � � � I 2 i i i r � i �,� i I 1 i i r-I-� i I j �3- � -t--------I � :�� o� o ��e ; , < n 1 , ' � � i _ I I '_�" i _ I I i e � - I � � I - i � ' - --- -- ---- I �� l�� � ♦ , � � ; � I 5 5 D 1 I ; S 5 D 1 1 1 I I � -��,, � I I � -I�_�I- I I 55D � �f j I O�� "�m °• 00� ! � �, �� 44'-6° �I � �I d. "O �� � L J i X= L__}.. }_J I L I J I ( ! 1_ I � -�------- ----j- I _ I , ����4ic�i��n���� �1 3 3/4' � I I 3 3/4�� , � � � � � � I - � _ � , ' � -r � � � „ I � . -t �i - i i � - i i �-----� --� ��" � i �--- - q a-6 �--i � i � � I ,, j T.O. S L A B � 1 2 � I I r- 4�-O° X 4'-O" X I'-0" � I I � � 1 1 � 1 1 �}---- � i --------�- � I I I 4-0 X 4-O X I-O � �- I � ' i � . � 2 t � 2 f I T.O. SLAB �� '= � � j j PIER FOOTING � � j � PIER FOOTING � ' . � I�� � � I � � I I � ry � , �i ;•, � 55D �� i � 3'-6" X 3'-6" X I'-O" � � W.°`L i i ��� 55O � X�� i i ��„ _ � �� i i �_ ,� � �, � ��� � i ST�Ep i i � � � , I STE �- - -- ----� - STE 1 G9'-6" �, � �0�V 0 „ 3 6 X 3-6 X I � � � , � i ; '� - � � 4�-6" X 4'-6" X I' " r'1 � PIER FOOTING r � -- r-�- -r-- 2 � , �Q � i � � 3 3/, � � ------ � � I I y i :, � � i i � � i i � � i i � _ PIER FOOTING � $ -r --r � t ' PIE�? FOOTING �_ �� � �� T.O. SLAB � "��W ( � 1 I I � (95 6 ) I 1 1� I I �- , -� I (q5-(� ) I I � I � I 1 � I � � I i 55D � �� r i� - - ----------- -J_t � � 1 I � r- - --G- -- - ---------- -1_L �� I I I -�---------F- L- � ' ` i , : . � � � r � � 1 i i i � � N O tn __ . ,. � ------- .. _. , i i � i I � � ' � � O O � � �+----- , -- � r�_ —_ � „ --r--� i J i j LL ��.���. 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I I I 1 I I i �----�� 5�-6 � r� i L-- ' �---J ---- ---► �---� �--- �---� ' '• �95-6 I I 1 I (95'-0") 1 I I i W I � . ,,� ------ ----- � � 5 , M ���� �i'L��( i �Y �I- �--- -�---�� v , i i � _ �D � '----- --r-r--- T-Y---- ---� O Z i _ PIER FOOTIN i !----- -- --�--,�� - -J-- J--�- -- �' i-- 1 � , . i � li �—, Z /� ---- 12 � ' 1 ^ �t' �t' , � , t ' ,„ _ i i .•. , . .. . , -. . - ,. i i �-- _ � �. ,,�._._. . . _ , ,�-�. , . . � � --�------1-- --- ---- � �' I � � ' ' ` --�--L----1-1-- ---- � 55D - � I I i ' . _ " � I � i I �---� - ., , . , . ` � 55t� � WALL � � r , . —i--- r-- i --- — - i : i �----r--= ,-- ------ '---r--- ----�---- ------- --r---,_. i • E : = ' L-- - � u LL � ,�. r I L____J � 1 ' � L-- = rF 1 � u � u � r' -�1 5�� � \� g -t�i�t tb � i i i � i i � �� i r--� i �3 t � i �� i i i � [qq —o ] i i [aq —0 7 `Q i i i i i i r � � i__� � � O X � � I � I I I � C°t�i -6 ]_� I I 1 I � � �� i I � � I � I - I t I � I � � I I � I �, i � I 6 � � W�4LL WALL I , � �--- -- . I YVALL � I I " 1 I L__ � J � : � � �� i � � ' � � �" C� � Q ; - �------ --- � -- - -- � '� 6 � L_ STEP � r� -+� �__ C95-6 � tO L_ �� � � I r 1-� � � � � 1-----�95_6 ) - -----�. � i m �- - STEP STEP r -, 1 5 - --- - r 1� U Z � I.i 55D � � .'.I �t'- --f---- - -1 1 _ 12 � " `t-- I i � -� W Z , I IN�LL � �� � - � , i � . , � i i i � i � i a � 5 � ' , SSD ' � � � � , � . 12 � ,. - -� Ii -_ , i i 6 i �D i � , i : .� --------- r _ . � i p D � � i ►- � i � L- . � � ��, - - --� � -----� � � �---�--t- , , � -- -C° �--- � � � � Mi } i 55D L-- ' -�--- --------- ---- t- �---� � � !"_ Z ' � I� 2'-6" 55D 55D � �� L_ --J � �� � �0 I -O 1/� F'-- � �� T�-- -� J , . , �_ �� � �� ..._ ' �-'O 7 �9 8 7 � 8�8�� ' �, � � � � � 1 . � : [9a -6 7 I I ; 4-O X 4-G X I- C`�8 8 7 � � CqQ-6 ] I � i I O ' � I --�J 1 I � n i ■ � a ---- --- � L � � ' ' 4'--O" X 4'-O" X I'-O" PIER FO01'ING �'--- -- � i 4-O X 4-O X I-O � � � � • : PIER FOOTING 6X6 6X6 � � j � , j PIER FOOTING� J � ' � J � j m 5 �1 U i - � GOLUMN GOLUMN I �� L t___ J �___ ___ � L_ ___J �'� Z � � W C9�i -6"� � � �� � 1 Q � , � q�i -6 ��t�t 6 7 � ( 4.�_ �� X 4'-O" X I'-O° � ' ` PIE FOOTING Z U ; � s�-a° r-io ii�° • ��-io ii�° _ �., �-3�� 2�-3� ��-�� �l1�� � � O W i , � � (n ~ ' 12'-O" I!'-D 3/4" II'-4" �I'-8" II'-4" q II'-1" a I�'-I I/�" �� II'-4 3/4" � ✓'-O" Q U - 55D SSD SSD .� � ` � , 9�'-O" Q Q z E �� � �, , , �. . � � � �,� —'� f �� �O 1�1�1 D � � f O1�1 Y � F � � �1.._ �l�l l.�i�l f �� D 1 — � � Q , ; �i4�� - i�-o�� , � I � . , � FOUND�4T101�1 NOT�v: I �1 � I. DATUM ELEVATION qG'-6" EQlJALS AGTUAL ELEVATION 7G75'-�t 3/4". O �, , 2. [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELEVATION. � I . 3. (XXX'-X") INDIGATES TOP OF FOOTINC� ELEVATION. U ; 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN > i • 501L5 REP01?T. � E � 5. GONTRAGTOR SHALL PLAGE (3)-#5 VERTIGALLY FULL HEIGHT OF 1N�LL A7 HIGH SIDE OF ALL WALL 5TEP5 HIGHER THAN i 4'-O" IN RDDITION TO WALL REINFORGEMENT SHOWN OTHERWISE. T� : • ` 6. ALL FOOTINGS IN GRf�WL SPAGES SHALL BE BAGK FILLED WITH � GOMPAGTED STRUGTURAI_ FILL TO THE TOP OF FOOTING MINIMUM � UNLE55 NOTED OTHERWISE ON PLANS OR SHOWN ON SEGTIONS. � r � � �1. FLOOR ELEVATIONS SHOWN aRE AT 70P OF SLP.S OR AT TOP OF tp T�� . � i�LYWOOD FLOOTL SHEATHI NC�. r- Q � § . , p i '� ,` 8. FOOTING ELE�/ATIONS SHOWN ARE MP�XIMUMS AND MAY NEED TO BE M O ' ° , LOWERED DUE TO 501L GONDITIONS. �/ERIFY GHANGES WITH STRUGTURAL Z � . � ENG I NEER. � { � � . m W l� � �d� � ( - `2 r �� � _,__.__.___.., - -- - - -- - -,---- _ ___._._�_ - --- - ---- ------ - •--- --- � - f " . - :, � r— , ... i , � t - �� - , C� � � � � ! _ P I ER �OOTI NC� SGHEDULE N t - � � � � 51 ZE O� FODTI 1�1G RE I NFORGEME1�lT � N � �'-6"X�'-6"XIO" (3)-#5 EAGH YVAY Z � O � � 3'-O"X3'-O"XI'-O" (3)-�5 EAGH WAY � ? � ! , , 3'-6"X3'-6"XI'-O" (S)-#5 EAGH WAY ' � � � ,, , 4'-O"X4'-O"XI'-O" (6)-� EAGH WAY a ; , 4'-6"X4'-6"XI'-4" ('f)-#5 EAGH Wf�Y f ' ?'-O"X7'-O"X2'-O" (�1)-#6 EAGH WAY � � � � i ' � i f, NOTES: � v ;,,� Llt�� oF Gf�t'� i. fy=6opoo Ps� � ` �. fc=3p00 PSI � � � �''�����'� �,� 3. ?.LL FOOTI hiGS SHALL BEaR ON UNDISTURBED NATURAL SOILS. � � � , � q � � _ iba�-o�� � 0 a P � � � � G O U r , 18'-O" 5'-O 9/4" I'1'-II I/4" 5'-O 3/4" I'T'-II I/4" =i'-O" � � n: c � ��� r � � � � 6'-O" X 6'-O" X I'-O" { - v (�' ° F � • ' � P I ER FOOTI NG � � � � �+ t I 4'-O" X 4'-O" X I'-O" 4'-O" X 4'-O" X I'-O" 4'-O" X 4'-O" X I'-O" � � Q Q �' • PIER FOOTING PIER FOOTI PIER FOOTING ---- - - ----�---------��---_, __. ,• , - � , c ----- � = �------ --- ' 4 I 4 4 I . _� ,�` O O � ' - � - !. � � � 56D 55D r----- --- --- ------� 5�D � r----- --- --- -----1 55D 55D r----- --- � � � c ` I I I I I 1 = � I I I I I 1 - � �y o ; . 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O ' � � . � � � Y �. `� � � fi�� i�� f �� �O 1�1�1 D ��" I Oi�l Q � . � �'� ,�1�1 1,�1�1 f �"� � � = D � � � � , r I/4" = 1'-O" � � E FOUND,4tl0T�l T�IOTES: � � �� , I. DATUM ELEVATION �f�i'-6" EQUALS AGTUAL ELEVATION -1�1'5'-�i 3/4". U ; �. [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELE�/ATION. � , 3. (XXX'-X") INDIGATES TOP OF FDOTING ELEVATION. ; ' � 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN , SOI LS REPORT. j5 OF YVALL A H GH SIDE OF ?�LL WALLESTEPS HIGHER THAN �T � ! . � 4'-0" I N A D D I T I O N T O W A L L R E I N F O R G E M E N 7 SH�WN OTHERWISE. ;' • 6. ALL FOOTINGS IN GRAWL SP�GES SHALL HE BAGK FILLED WITH � . � � � GOMPAGTED STRUGTURAL FILL TO THE TOP OF FOOTING MINIMUM � r� ; UNLE55 NOTED OTtiERW15E Ohl PLANS OR SHOWN ON SEGTIONS. � •� t p` O � � , PLYWOOD FLOORNSHEA H NG.� �T TOP OF SLAB OR aT TOP OF M O � o - Z 4 - � 8. FOOTING ELE�/ATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO SE O � LOINERED DUE TO 501L GONDITIONS. VERIFY GHRNGES WITH 5 TURAL Z W ' �sbd� � . 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Y � _ . � , � , � � � � � . , � BY THE ENGINEER OF REGORD. . _ � � '. �� � ' , , - - , � • . - � , � , : . 2. "V.L." INDIGATES VERSA-LAM BEihMS, AS MP�MUFHGTURED BY BOISE , Q � . • � GASGADE GORPORATIC3N. P.LTERNATES SHA1..L HAVE THE SAME OR � GREATER GAPAGITY AS LISTED IN THE STfi�UGTURAL GENERRL NOTES. ` � � � . , . - , r . . ' ' ° . ' . � , • . , 9. � INDIGATES GOLUMN DOWN ONLY. ' I� � , . . � ' ' � - 4. � INDIG�TES GOLIlMN UP AND DOWN UNLESS IT BEaRS O1V GONGRETE ' ' Q � � , � � ' • . ' � • � � � , . WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. ' , � � , , � , , , . . �, - ' , � - , . , . ° , , , 5. < > INDIGATES TOP OF BEAM ELEVATION. , , U � � � ` � • . - � . . , . ` � , 6. �----- INDIGATES TOP OF STRUGTURAL FLOOR SHEATHING ELEVATtON. , , ' � �, ' ' ' , , . � � "l. .HEADERS SHALL BE (3)-�X8 UNLESS NdTED OTHERWISE. � ' " . f - , ' , ` ' � . . . . , ' . � . 8. GOWMNS SHALL BE (3)--�X6 UNLESS NOTED OTHERWISE. ,. � ` ' , � ' � � � , • � G. EXTER(OR WOOD GOLUMNS SH�LL BE GONTINUOUS FROM FLOOR TO �' ' ' � , � ' � . ' � , ,. , , . ' , ' � , . „ � ` � GdWMt�t SIZES ,45 REQUIRED.. TRIMMERS SHALL 8E ADDED TO NOTED , _ , . ; , ' � " � R , * . , ' , f � ' , . ' ' - , . . � , 10. � 1NDIGATES INTERIOR BEARING WALLS. FLOOR JOISTS BEARING , �' E � ' • � _ - • ' • : � � � ' ' LOGATIONS SHALL LINE UP WITH 57UI75 BELOW. ` � � f. ' , • , - - , , , � , � . . . � . . , , - � � ' . � � , r . � _ , , ' , - � . � - , . � � ° , � �. _ � - iQ � ,,.. , , . . _ . , ., I1. EXTERIOR 5TUD5 SHALL BE SPAGED 2'-O" FOR WALLS SHORTER THAN . � � , , . , � � . � • . . � , _ � ' . - . - - , , 10'-O". 5TUD5 SHALL BE SP�GED I`-4" FOR WALLS SHORTER THRN 14'=0" O �L� . , ' , , AND TALLER THAN 10'-O" . ,, . � O ' ` - . � ' . � ' , .. � , ` . � , '. � ' 12. ALL BEAMBEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE MADE ' O Z . . . , . , s ' . . � . , • � ' ' , � , ' - • _ , - . , � ' l^IITH SIMPSON STEEL PLATE GONNEGTORS UNLESS NOTED OTHERWISE. � ; Z W � ' � •. 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STAGGER PANEL END � � , , ' , � " ' ' , , ' L.i�/E LOA375 AT TOP GHORD� 8p #/FT; ' - JOINTS AND FASTEN WITH GLUE AND iOd'NAILS AT 6" MAXINNM ALL _ � • " � DEP�D LOADS AT TOP GHORD= 10 �/Fr.' EDGES AND I'-0" MAXIMUM OTHER SUPPORTS. O ' � '.. ° _ � , , ' ' . � . . • � , � ` • DEAD LO�DS AT BOTTOM GHORD= f0 �/�t.' . , ° � �, � . � , � - , , '. , ' � • � � ' , � . ' WIND LOAD5 - SEE STRllGTURAL GENER.RL NOTES. , , �. RE: ARGHITEGT FOR RDOF SLOPES AND BEARING HEIGHTS. , • I— �, . , • . - ' ' ( , . . ' ' , , . ,. , , ' . ' � ` � , . � , STRE55 INGREASE�i OR LOA� REDUGTIOh15 ARE,NOT PERMITTED. 3. ALL HEADERS SHALL BE (3)-�XIO UNLESS NOTED OTHEiZWISE. / V ' `' ` ' ' - � � � - � - - 2. SHOP DRAV11NC�5 SHALL BE SUPPLIED SY MANUF,�GTlJRER AND RE�/IEWED 4. ALL HEADERS LONGER THAN 8'-O" SHALL REQUIR� 2 TRIM STUDS ' > � � , . � ' ' ' , ( , ` • ` ` . . . , , . ° • ; BY GONTRAGTOR, ARGHfTEGT, AND STRUGTURAL ENGINEER. AND �,KING 5TUD5 EAGH SIDE. � , �- - . ' , � - , _ • - ; , - , , , . � 3. l'HE.TWJS�✓ MANUFAGTURER SHALL DE51GN AND SHOW`ON SHOP DRAWINGS 5. ?�LL JOIST HANGERS SiMP�.aON U TYPE UNL�55 NOl'ED OTHERINISE. ' , , . . . . , , , A1.L TRU55 TO TRU55 CANNEGTORS. " , , . � � 6. ALL BEAM TO GOLUMN GONNEGTlQNS, BOTH TOP,AND BOTTOM, SHALL � . .. ' � " , . � - - , , • � , " 4. SIMPSON_HD2S GLIP ANGLES SHALL $E INSTALL:-D AT ALL EXTERtOR ' � USE SIMP�'.�ON PL�TE GONN�GTORS UNLE55 NOTED OTHERWISE Ohl • � � � " � ��• � � ' , ,: � ' � . � . � ' .' ' � � . . . . ' ' � ' , ` � , � , _ � � , � ' , _ ' , 1NALL TRUSS BEARING LOGATIDNS. , . n' . ^ . �, - - ,� . , - . - . , ' " , , - • . . , DETAILS. . . , . , � � ?., ° ` ° INDIGPtTFS OYERFRAMING. OVERFRAMIt�1C� SHALL GOi�I�'iIST �F , '�, , � �r , � ' . , . , ` � ` . , I ' ' 2X4,AT 2'-O" STUD WALLS $EARING ON RODF FRAMING MEMBERS BELOW. ' , j , „ $ ' � _ " , , . , ' . 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' .J•. •O.•a.�,','�.,''�. a � � ` ' , i a d �_� . � , • . d Q � • d � e. ,r RE� PLAN WITH #5 RT I'-O° . � � REINFDRGING RE: ' ' '• � - ' EAGH WAY -• SEGTION 5/55D . � . ,. - C3}-#5 . I � , - _ ' . . , . . i , � , � � � . _ . � � RE: PLAN �L , _ . � , _ 'I . � . • . � ' ' .• 'a . - . � _ ..:11...��� - . . � � RE: PLAN 1 ".o•':v..,pv�,�. � � . � . ' } " (�I-#S ao;� .< O , " _ " ' " . . �O•• , 4G' • D_QCt ., ' a - a . �b:Oo.cr'•`D:a.cr �GONTJ �'�O,ob'a�a•o`.E..:o� • � . , , � �. A•o� a�o.E•:o� 3)-#5 GONTINUOUS , 3)-#5 GONTiNU0U5 � . �� ��` ( O� � ' °� �I 1 ' _ . . 3}-#S CANTII�10U5 f �� � I � O I �L I �� � � �r ����� . � �� � #5 AT 2�_D�� X a` • ` . ° . , 3/4" = i'-0" 3/4� _ ��-0�� �� ` F, � ����r��r , � �� �5 X 2-O AT - • . . s � ` • ' ., ' , �° �� _ �� 2)-#5 GONTINUOUS :� , ,-� t�/�q � � , • 6 % I #5 X ��_O�� ��- #5 AT �-D X Z���� a �`� S F'�o��F��i 2—V � � � • F 6 �I f ` � 2 I/2" � � I/2 , . 'a � , e r^= �, AT 2'-O" HORIZONT.4L . • - � AT �'-D° HORIZONTAL , I I/�" GLR. ���� : , . � i i/2" GLR. • • 6 ' � . � RE: PLAN �� � � „ (� _ , - ' WOOD GOLUMN � � OC •.o,.�• .� : , #S AT 2-0 X i" �° a #5 AT 2'-O° X 1 �i�, `R�R �N o��;� � ' � � RE: PLAN � � RE: PLAN ' ' :;��`�a/p 4a: � Fr � , . ' -• '-a �L RE: PLAN ��se �C��.�e"��`' L . . ( �I � F: ! � . � '' 6" , �� �� 1 �I �l � e�°��ee�eie�+�� , 6 � � • )-#5 GONTINUOUS' }-#5 GONTINUOUS 3/4" = I'-O . , . � - . , . . a . Fi , - , ��• ' � - • / � , EXTERIOR STUD WALL 51MP�_�ON HD�.S ' . .,, , , a � , _ , � , . x , . ,�'1 ' ' .,, ' � - � a � ' '• - r ' WITH SHE�THING EXTERIOR STUD WALL , � , . , � � ° R, ' ' ,' � . . �a . �)-#�✓ GONTINUOUS � • . •e �)-� C�NTINUOUS ` FLOOR SHEATHING /�j"I�TH SHEf4THING 6" GONGRETE FLOOIZ � ' � � • ' - � � RE: PLAN FLOOR SHEATHING SLAB WITH #a EAGH ' � J , ' . - ' RE� PL�N � . . 51MF'�.�ON A35 ` , (SGREW AT 4" O.G. WITH ,_ „ � GLIP_AT EAGH 10 C�AGE 5G1�EW5 0 �Y AT I O � tn O �A lNTO BLOGKINC�) RE: PLAN , J015T o (.,) � O O � . . , � . BLOGKING . Q N N � , • , . , _ ' y ' � . . FLOOR JOISTS , � � tn tn , t . , , `/ � � .1 1,O I �L+ I � , F�LOOR +�1015T RE: PLAN d . .� - -, .' ' • � • " �W-. � � � " 3/4" = ('-O � � • , . • BLOGKING - . ' S1MP50N A35 - . • , a. • . a , � � � Z ' � . � � , ' � GLIP EAGH > . � � � .. � `� d' .i•• O •'' Q••' •�-• `O'..,. Q ..� O'� � �^ .` , • ; . `/ � G � 1 �� .../ ' ' . , . JDIST '�'Q,�• A�p,.°:• •O. • ' °• •�'Q; .,�J',O'.°••:.GZ. � . �� F . ' . , , , :i.•.,. .�'.. • o• i•::• •� . . •o • a • „ _ , (3)-#5 GONTINUDUS ' � O X , , � � 3/4 I-D _ . ��C�B (TREATED) WITH s 4 I � U Z O) LQi. � ' . ' . , . ' , � . . . , ' e I/2 d� X 10 ANGHOR � ZX8 7REATED PLATE 60LT AT I�_6�� � • a W Z . , , . � , • W}TI'� ���'�m X �D�� � � ' ~ � � ' , , , � � . � , � . . � • � ANGHOR HOLT AT I'-6" �3)-#�' ' � C , bX6 WOOD GOLUMN •�4 GONTINUOUS " �BLOGKING PftiNEL• 4 . , _ � b - � . . 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ROOF SHEATHING 5/8" (40/�O SPAN RATING). STP.GGER PANEL END ' � . � ( � . ; � ' L1�/E LOaDS AT TOP GHORD= _ 80 �/Fl° JOINTS AND F?STEN WITH GLUE .hND IOd NAILS AT 6" MP�XIMUM AL � EDGES AND I'-O" MAXIMUM OTHER SUPPORTS. ; � DEAD LOADS AT SOTTOM GHQRD= i0 #/FT.' DEAD LO�I75 .4T TOP GHQRD= (0 #/FT.' F . � 1NIND LOADS - SEE STRUGTURAL GENERAL NaTES. �• �= Ai2GHITEGT FOR ROOF SLOPES P�ND BEARING HEIGHTS. � . � /� f STRE55 INGREA5E5 OR LD�D REDUGTIONS PRE NOT f�ERMITTED. g, A,�L tiEADERS SHALL SE (3)-2X10 UNLESS NOTED OTFfERW15E. -� � , \Y k � �. SHOP DRAWINGS SFfALL BE 5U�'PLIED BY MANUFAGTURER RND REVIEWED 4. ALL HEaDERS LONGER THP�N 8'-0" SHALL REQUIRE � TRIM 5TUD5 � , . , • _ , HY GONTRAGTOR, ARGHITEGT, AND �'aTR1JGTURAL ENGINEER. AND Z KING STkJDS E�1GH 51DE. � � � ' • 3. THE TR.1J55 MANUFAG7URER SHALL DESIGN AND, E+fOW ON SHOP DRAWINGS 5. ALL JOIST HANC�ERS SIMP�.�ON U Tl'PE UNLESS NOTED OTh1ERWISE. � � { � � � ' � ` - ALL TRUSS TO TRU55 GONNEGTORS. - � � � � � � � , � , . ; , � � ` " 6.� ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM, SHALL � 4. 51MP50N HD2.5 GLIP AhtGLES SHALL 8E INSTAL.LED AT�P�LL EXTERIOR USE SIMPSON PL�TE GONNEGTORS UNLE55 NOTED OTHERWISE ON p -,� � "� • � � � . � - WALL TRU55 SEARING LOGATIONS. ' . , DETftILS. � . I � � � ' � . , . ' _ , O 6. �� � '� INDIG�TES OVERFRAMING. OVERFRAMING SHALL GON515T OF � i � � ' � 2X4 AT Z'-O" STUD Wr°.LLS BEARING ON ROOF FRAMING MEMBERS BELOW � � ' ; ` - � � � -m \ 0 ; W�� . . . � ; _ , � .. � ° N � �f ; ---- , � � , - � ��� � �, � - � , , � - � - = � � � �� - � �---�----__---�---� �.___._�--�----�---�-------�---_._._____,. .._.-------�--�--__�.,�,.�..._�_-__.__,�._.�.�._.._r.�______�__.�-�__-'----, _� __.-- . -�-�_____,-�_� _ ____.._._�.._,_ .�.___..,��__--- - --_ - -�-�_.._._.�.�__,--. , -- , __-,_�_�_�-____ .- � _ -- _._._____.__.--- -- ---�----�-._ �_--- - - - _ ---- _ _ , -- __ .� �_ _ _.._._ _� . . -�. _ _____ -- _ __ T._ , . , ' _ ' , ' . , ' , � ', - �� , . . � _ ; •" ' ' _ _ . • , � � . - " • , _ � ' ' ' � � � . , � , ,- - , ' _ . ' ., ' �� , � • , , ' ` ` . . ', , � � � . � - � � � : , � � .,�� ,,- . " , � " - ' � � ; � � ' ' ; � . _ r � - , . , ,' , . ' , ' , ' ' • . ' � �X6 A7 �'-O" ' ' � N � � � � ,.�� � , , • � � � ' , . � � � - . � . - � . , � ' �.� � � . - � , ', . �, . . �_ • ., ` . , ' ' ; . � - , � � � - �, � LAI�DERFRRMlNG � "� � , � . 2X6 AT I -4 O�/ERFRAME �. � � . , . , ROOF SHEATHING , 1^11TH SIMP�'.�C�N U HANGER BLOGKIN � . . � . � , � � � , GENERAL NC�TES � , � . - . � _ � , . ,, , , , . - � � . . � � � . , : RDOF SHEATHING � - ,,:. 1. UVE I�OlS,DS USED tN DESIGN+ . . � . - � � - ' ' D. PLYWOOD DECK AND/OR 1NAFERBOARD ' : ' '' . . � ` � • . � A. i700F�� � �_ .� � � F . � �`, 80 PSF � , � � � L PAf�I. TI-9CKNESS SNALI.B� AS S�-�QWN 4N '1k-IE DRAWING: �AP�?i..iCATION � ' , _ � , , , , . . , : ' ' '- , ; � ` � , , . , , � SNALL BE IN ACCORDANCE WITI-I RECOMMENfSATIO�IS (� T4-� AMERICAN � '' , , , . . , , , � , . . ' B. TYPICAL FI.,QOR� ' . - ,. 40 PSF , , ' Pt,.YWOOD ASSOCIATION..' �. , . • , . , . ' � � • � � 2 EACIa PANEL S4-IALL BE IDENT�IED WITI-I THE GRADE-TRAD�MARK QF ' =--� . � � '� - , � ,. - , , . . .' ; - . . � ,` . TNE AMERICAN PLYWOOD ASSOCIATION AND SNALL iv�ET TNE REQIbREMENTS � , , ExTERIOR STUD I� � �, C: ' W�1D QF U.S. PRODUCTS STAMARD PSI, LATEST EDI'fION FC�R PLYWOCJD. ALL B�GKING �LL- �"11� FLOOR J015T ( 1. BASIC IN��SPEED, , ', . - , 80 MPH � ' • , ' . . 6� � �' . `; =�� . . , , . - , , . PAt�LS WWGC-I 1-IAVE ANY EDGE OR SURFACE PERMAl�NTLY EXPOSED TO , � SHEATHING . ,, ; . , 2 EXPOSUI?E ,- B ' _ . . . . . , bX`, RE� PLP.N 00 . . - � THE WEATI-IER SHALL BE 4F T1-� EXTERIOR lYPE. ' � 51MT�SON A35 �. - � � � � ' � 3. 'FOR FL.00RING USE 3/4" T�G STIJRD-I-FLOOR SI-�'ATHNG NAILED %�,T 4' Q.C. , � � , T�55 EAGH 51DE �F. - ° t!) � �� ' D. ' EARTHC�IJAKE � • - ZOf� I . , � � ALONG PANEL EDGES AND AT 10" ALOIVC' NTERAAEDIAT� SIJpPORT5. • � ' ' � 3 TRUSSES ; `�' ' � Z' � �� 4. FOR ROOF USE 5/8"t40/20 SPAN RATING) EKPOSI�E I SI-EATI�INC� NAILED AT-4' , . . , � , : ' AT BASE , ` � ' O' . - 2� NON-STRUCTURAI. EI.EMEN?S� ' . . ° � • O.G AL.ONG PANEL EDGES AND AT 12' ALONG NVTERMEDIATE SUPPORTS. • � , . , , � U1 ` • ' , •• � �. � _ • ' , 5: EXTERf4R WALLS SNALL HAVE ONE L.A�YER O^ I/2' EXPOSURE I SH�ATI-�NG � , � . ' ,. , 3 - , W - �A. 'ELEMENTS SUC� AS NON BEARING PARTITIQNS, ETC. ATTACNED TO ANDlOR SUPPORTED �ED aT 6" O.C. ALUNG PANEL EDGES: - ' � � ' �� ' ' ' . EDGE TRU55 � � - � � BY TNE STRUCTUI?E SHALL 7AKE IN74 ACCOl�1T DB°L.ECTiONS AND OTI-�R S712UCTl.1RAL 6.: DIAPF�2AGM SI-�A7NING SNAU.8E TI-�TI-ACKtiESS SHOWN ON PLANS WI7H TI-� FACE ' ° . , , , ' �2 ' a W � ` - ,' . �; , MOVEMEN7S. . , ' . . • - "GI7AW PERpENDICULAR TC7 SUPP�7S WITN� .lOINTS STAGGERED. ' �. . ' PREF,4BRIGATED ' ' - � � � � k' , , ' , ' , .' ,7. �1STALL SUITABLE EDGE Sl�'PORT BY USE OF PL.YCLIPS. 7CXVGl� Af� . � -�� �� pL,�o�H „ � � PREFABRIGATED 3. . FOUNOA7't4NS= . . , GROOVE PANEiS OR SOL� WOOD BLOCK9VGBETWEEN St�POR7S. � " ' fHANGEI�S BY a TR►J55 RE� PLAN '� , � -A. . � MAXIMUM SO�: DESIGN PRE55lN2E� �' � � . 3000 PSP� � �'M�4NUPAGlVREW - 51MPSON H5 ,' , , � . .` ', �' � � � ' E. PREFABRICATED WOO� MEMBERS SNL�LL BE T1-� 7YPE N07ED ON T}-E DRAWINGS • ' ' - ` � , m GLIP EAGH TRll55 • BLOGKING , , f � ` '� ' -' ' � ` � � � AND SNALL BE 'BCI-.101ST AS MANI�ACTI�D BY BOISE CASCADE CORPORATION. ' - � - ' , - , , ' " ' � B. C4NTRACTOR t0 FOLLOW ALL RECOMMENDATION5 W SOU.S {2EPORT NO. GS-1643 � . q��NATES SNALL BE REVIEWED BY THE ENGMEER,WEB BLOCKING AND . ' � � � � • , • '�MP'�N TP ' _ ' BY CTLfTI-�OMPSON,"INC. DATED 9/!3/95.; � BRIpGiNG TO BE AS RE�UIRED BY TNE ,IOIST MAUJFACTI.�ER. ; . `� , ; \ PI��1'E E�Gt� . �- ` � . � , , � 6x10 3, � 51DE OF F� �- � • ` , � C, aLL F007�JG BEARING ELEVATfONS S4�OWN ARE ASSUMED. EXACT BEARING ' ` G,' PROVIDE BRIDGING PER MANUFACTLN?ER'S R�C��ATIONS UNLESS'�TI�RWISE ' ' � , ' � ' ` 610 2X6 P�T I'-4" �EARING (Y� �' (� m ELEVATIONS SNALL BE VER�IED W TNE PIELD WI7'H ACTUAL CONDITIONS BY . NOTED ON STRUCrURAL DRAWWGS WOOD 'fRUSSES SNALL BE DESIGI�D TO FULFILL ' ` � ' \ ` �`LLS '" ✓ \.� ' � � ' � � � CONTRACT�R WfTN APPROVAL OF SO�S� ENG91��2 AND ALL B�TTOM OF � " ' • '� t'-O" ` ' ' ` • om, ., F O O T I N G S S N A L L B E A M I N I M U M 4 F 4 8"B E L O W E X 7 E R I O R G R A D E. S7RESS REQUIREMENTS AI�/OR LOADS N07ED�N DRAWINGS. SHOP DRAWWGS • . � SNALL INCLUDE CALCULA710NS AND BEAR TNE STAMP OF A 12EGISTEREQ ENGINEER. ' EX T E R t O R. S T U D W f 4 L L, • � . � `�� '�[� �° � � �. `. . • - . ' ` . WITH SHEATHING . . •' `� . � ' , , D. . A l l.F O O T�I G S A R E T O 8 E P L A C E D O N F I R M, E�l D I S T U R B E D, N A T U R A L S O I L ' , K LAMINATED VE�ER LUMBER MEMBERS SNALL N4VE T� FOLL�WING STRE5S � � � ' , 6X6 BRPrGE WITH foX6 50LID I'-� 5/8" � , , °1 OR PROPEG2I,.Y COMPACTED BACKFILL, APPROVED BY THE SO�.S ENGN�ER. 3/4"d�Xl2" LAG � GOLUMN IN `�.�+ r . CAPACIT�S� F • 2800 PSI, E - 2,000,000 PSI, = - 750 PSi. F ■ 285 PSI. , , , �OLT EAGhf ENE� EXTERIOR . � � `�+ �.• .. BACKF�L SNAI.L BE COMPACTED TO 95� (h1W�JM) STANDARD PROGTOR , BI�.T UP MEMBERS SNALL BE COt�CTED �1 ACC012DANCE WITN MAM.IFACTl�ER5 , � � . \. i . , . . � S� ��fi f oN� � . S,�n ��� �� � � f o�l 1 � � o � � �, . ,DENSITY t��..ESS OTI-I�RW15E RECOMME-iVOED IN TNE St71LS REPORT. IF SOFT` RECOMMENDATIONS.. CONTfZACTOR SNALL NA� TE-�E OPTfON OF USING 3 I/2' � � - , � , SPOTS ARE ETI�OUNTER�D REMOVE SOIL AND RECOMPACt WlTN APPROVEn ' OR 5 l/4" WIOE MEMBERS. - � ' ' - � � . � �FILL. (RE�' �04. REPORT FOR DESCRIPTION OF BEARtlVG SOILJ ' � - � � � � � � � k . � . ' 9. GENERAL� � ° . , ' 3%4" �- t'--0° . , 3/4" - 1`-O" . I , � Q ci E . DO NOT PLACE BACKFIU. AGAINS7 BASEMENT WALLS UNTIL AL� ATTACHEQ F�OORS � " � � , . � . , ' . � �" '"�I �' E , . 1 ` ARE IN PL.ACE. . , _ � � • ' � ' '' , A. ENGWEER'S ACCEPTANCE MUST BE SECURED f�'Ji7 ALL STRUCTtJRAL SlJBSTITUTION5. ° � Qa �' � _ . � , � [�-� m , , F.,, , CENTER ALL FOOTWGS UNDER 1NALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE g, VERIPY ALL OPENINGS 'TNROUGN F�OORS, ROO�AND WALLS WITH MECNA(�AL. AND � ' � , � " - � `�'� . �`' � ' N07ED ON PLANS. � ELECTRICAL CONTRACTORS. VERIFICATION OF WCATIONS, SIZES, LWTELS,-AND � � � �� - � - � REQUIR�U COMVECTIONS ARE CON't'f2ACTOR'S COMPLETE RESPONSIBIUTY. , ROOF SHEATHING � ,. � � < � ` G. - CONTRAC�'OR t0 PROVlDE, AT �IIS EXPEN5E, FIELD DENSITY TESTS ON COMPACTED F7LL U , , � . _ . � � . , � �, � � ` UNDER F4QT9VGS AND INT�RIOR SLABS-ON-GRAOE. A MINIMUM OF 2 REPRESEN7ATIVE ' 2X6 LADDERFRAMING � , 6X6 EXTERIQR P05T � � C. PROVIDE A(_t. EMBEDD�D ITEMS W STRUCTURE �51r10TED ON ARCMTECTURAI., . , °�' �, , - , � TESTS,SH�ALL BE TAKEN FflR EACH FO�TING AND SLAB-�N-GRADE. MECNANICAL, �LECTRICAL. AND STRUC'R1RAL D2AWINGS. MISCELLANEOUS � �= f'LAN , 51MP50N U HANGER VERSA�-LAM BEAM � � � ' - r DI- EMBEDDED ITEMS AND ANCHOR BOLTS SHALL�� Fl�2NISHED BY STE�.. SUPPLIER ' ' - - ' , REz PLAN �' !� - Q O � � � . H. • NOT�Y SO�.S t�IGIhEEl2 W�N EXCAVA710N iS COMPLETED�SO TNA CON p,ND INSTALLEO BY.CONCRETE CONTRACTOR. ST�EL SNALL. FULFII.L ASTM A3b. , , , 1NE8 PAGK � O.J Ri� c° r � ' • - `7tONS MAY BE INSPECTED PRIOR TO PLACEMENT OF AM' FIL1. OI2 CONCRETE. �� ' . , � � ' r� . FLOOR SHEATFfING �, " � . ` , " . - D. PROV�DE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD.EXPOSED T(O THE ' - � , I� RE: PLAN �' � � , 4. , CONCRETE� , . . EARTN. � . • � , � I . FLOOR SHEp:THING � r � ° � , FLDOR JOIST � , � F��� A, ALL �AST-1N-PLACE CONCRE"fE SHaLL 6E MAOE WI7N TYPE I,PORTLAND I E � E SUBMIT SHOP AND EI?ECTION DRAWWGS TO ENGINLER FOR REVIEW OF ALL � : . 5ir-tpsoH Hn2S E��H o Re. PLaN � � � �� CEMENT, STOI�AGGREGATE AND SNALL DEVELOP 3000 PSI COMPRESS V STRUCTURAL STEEL. Tf-IE MANUFACTURWG Of2-ABRICATION OF ANY ITEMS 51DE OF 6X6 POST � O [� •� S �' • � -, " S71?ENGTN W 28 DAYS. ,�, , PRIOf2 70 WRITTEN REVIEW OF SNOP DRAWWGSW�.L BE ENTIRELY AT TI-� RISK - BLOGKING , � - ` • ' " � � B. TN� MODULES OF ELAS7VCIT7 OF Al1_ CONCRETE SNAI.L EXCEED W 1.5 33 ' OF TNE CONT2ACTOR. .� , . � , � . �''����������'�,�!,� ' }� � ' � } � �� ' � . . (OR 57,�0 �' NORMAI. WQGNT CC7NCRETEJ.,� . � � , � , � ;� ��� �� _ � ' �,'; � t . F.' WATERPROOFING, VAPOR BAI2RiERS, ETC., SI-IAl BE AS SNOWN , '' � � ' " ON THE ARCMTECTURAL DRaWINGS AND AS If�CATED IN 7NE SPECIFICATIONS. � - I1 � , � _ C. � .CONTRACTOR.MAY POU2 SLABS-ON-GRADE CONTIf�JOUS ANp'TROWELCUT JOWTS. � - . , • . ' � �'' '1'�I�,` � J o ,. , �_ �� '� �i!� � � ' • - JOINTS SNA{..L•BE SPACED 10 FEET AND CUT P DEEP X V8' WIDE WITF-1W G. ALL DIMENSIONS ON STRUCTURA� DRAWINGS SuALL BE C4aECKED AGAINST FIELD � . � - . � , " -f2 NOU(�S AFTER POIJR�IG. �CARRY ALL SLAB REII�ORCF�v1ENT THROUC'N'JO1NT. ARCI-IITECTURAL DRAWINGS. ' . DOUBLE DORMER 6X{2X4 D RIPPED_ Jb15T RE: PLAN GENTERED UNDEIZ Bx2AGE � � ~y D. ` SLABS, 70PPING, FOOTINGS. BEAMS AND WALLS SNALL N�T NAVE JOWTS W � - • . ' , ' - � AND NAIL FLDOR ' FLDOR J015T5 i , A NORIZO�JTAL PLANE ANY STOP IN CONCRETE WORK MUST BE MADE AT TNIRD � , • � � EXl'E1Zt�R STUD 1NALL SHEATHING .4T 4" RE� PLAN � � , • WITH SHEATHING • � - � POINT OF SPAN,iNITN VERTICAL BULKNEAD5 AND 1-IORIZONYAL SI-�AR KEYS - � • � . � , - � , 'UNLESS 011-IERWISE SNOWN. AI.L CONSTRUCTIC?N JOINTS SNAI.L B� AS DETAILED OR AS � , � -, , . ° SIMPSON IU HANGER ' ' ' REVI�VYED 9Y THE ENGd�ER. , , , . . FOUNDATION WALL , . , L - � . � . , � • ,RE: 4/55D , , ' E. � ALL CONC�ZETE WORK AND REINFOQCEMENT DETA�.ING SNAt1 BE W ACCORDANCE WITE-� � � - � ' ' , ' � , � � �� � ` ACf BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTHERWISE AU. EXPOSED � , ` ' . " � � , _ ' � � ,'EDGES OF C(�NCRETE WORK SNALL NAVE I/2 INCI-I CNAMFER. USE STANDARD NOOKS � - � -- � ' �� ` � ` , , , ' , , . • ' • ON DOWEl.S UNLESS QTf-�RW1SE NOTED. � . , , , ` . � �� , � �' �� 5. REINFORCEMENTc , , , , , , , , , � ' �' � � '� A.`' � ' ALI. REII�CJRCING SHALL BE WGN-S7RENGTN DEFORMED BARS COI�ORMING TO � � - , � � ' � ' � �� � �� �' �� G I I O� � . . � � � � � � � �QSTM GRADE b15, GRADE 60 EXCEPT T�S, ST�2RUPS AND PLATE ANCHORS WHICN � , � �� �� ���� �g � � � �� � ' SNALL 8E.DFFORMED BARS. AS7M DESIGNAtION A615, GRADE 40. , . � , � • ' � , . , � � . WEL.DED WIRE FABRIC SN . , 3/4° _ ��-0° 3/4 = I'-O"• ` y^, � B,' ALL CONFORIVI TO ASTM AI85 AND SI-IAL� BE LAPPED , . ' .' 3/4" = I'-O° -, �� � � � ' . ONE FULC NI�SE-t AT SIQE AND END SPLlCES AND WIREb TOGETI-�R. � ,' ' "`, . - � • . ,`,����` �0 Nt o j'.�. . , � Q . ��' � ' � C. ' RE�ORCC-MENT PROTECTIOIV� ' ' . ` ' , . . . � • . ' ' � " ' f. C�NCRET�POt�2ED AGAINST EARTN , � 3" � .' , , � • o,� • � 2. CONCRG-TE POURED IN FORMS (EXPOSED TO WEATHER OR EARTM' 2` ' • � , � , . � '�" - , 3. COI:UNWS AND BEAMS CTiE BARS) � , ' ' I-1/2' . = - . . � � _ . '4� SI.ABS AND WALLS (NOT EXPOSED 70 WEATNER) , 3/4' . � . ' � - • - . • o , , , � � e � - � :C��4�c " , z.� , . ` ' -, D. � NQ SPLIC�S OF RE�VFORCEMENT SNAI� BE MADE EXCEPT AS DETAILED OR • ' ROOF SHEATHING ' 12 - , , ROOF SHEATHING - 12 �oA`'°���'° - �" o � �, 4 c ' �' .°•�� �i I/2" V.L.,RIM'� °°o ��m�..sR ,' �.,+ � AUTNORIZED BY TNE STRUC7UI2AL ENGI�E�R.,LAP S�'I.iCES� WI-aERE P�RMITTED, _ • � PREFABRIGATED . EXTERIOR STUD WP�LL °'��o= �'P:,,t...r„•'r•`` � � ' ` 5NALL BE A MiD�l�v1UM OF 36 BAR DlAMETEI7S Ut�A..ESS OT4�RWISE N4TED. MAKE - . , �P�'�racecccxe�c � � ' � �il.l_°BARS CONTINIJ�US AI?OUND CORNERS. , . , 6� ROOF TRU55 6 WITH SHEATHING , . � - RE: PLf�N FI_OOR 5HEATHING , , . , , , �� E. •�Pl�ACE TIMQ �5 (PER 8' T4-�CKNESS) INITN 2'-O PROJECTION AROUf�ID AL.L � ' '. . �� " " OPEl�NGS pV CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWQ , • , � , , , 2X DEGKING � ,, 4 , . r tt5 X 4'-4 DIAGONIs.LLY'AT �ACI-� COC2(�R. ` . . .''� ` ��� - DEGK JOIST , � � . • F. CONTN�U4US�TOP AND BOTTOM BARS IN WALLS,AND BEAMS SNALL. BE � . ' � � � � , , ' �� � RE: PLAN � �ii� � � � � �. � ' SPLJCED AS FULL.OWS TOP,BARS AT MIDSPAN, 80TTOM BARS OVER SUPPORTS. " � - , - ' - . .�� �i, , . ' , � ' � � G. ' � �PROVIDE 1aLL�ACCESSORIES fVECESSARY ?O SUPPORT RF..�ORCING AT POSI- ` . � � � � � ' - , � ' � ' � ' • � - ��'� ' �� , , � � � o a . • , TIONS 5N4WN ON TNE PLANS. ,ALL REqVFORCEMENT'Tt?BE 4-�LD SECl�2�LY � . :. � � ' � . , , . ' , Ij;,;tij''!:;;�; .. . ` � IN PROPER POSITION W AGCORDANCE W(TH,ACI 318-77. - � � � � ��"'''��� . '. � � N -. .. , . N. , . O . � . . . � 6: � � STRUCTURAL: STFEI.= � � _ . ' , � , � , � , �������� ; . , �. - ' . � � ` i • ' ' FLOOR J015T5` (� �" � � ' � RE: PLAN w I� I . � A. �ALL S7RlJCTUf2AL STEEL SWAL.l. CONFORM TO ASTM SF'EC�ICAT1UN5' A'�6 EXCEPT , _ ' � ' __ �3 , �ASGIA . , � - �. Z � � • PIPE,COLUMNS WHICH SHAL� COftIF4RM,TO ASTM A59 AND TUBE CC�UMNS TC7 • � �� � RE: AF�GHITEGT � , � , ," � - ASTM.A500, GRAOE B, LA7E5T ED(TIONS. AfVCI-lOR f30LTS SNALL BE A307 STEEL AND - � �� � . , ' � ' � � � � ' � MISCELLANEOUS EMBEDDED ITEINS SF-IALL BE A36 STEEL: , � � . � - . � .� . - � � � � SIMP50N HD2.5 WOOD BEAM (n • �� - •'� . PREPABRIGATED � GLIP EAGH JOIST - , RE: PLAN �, � (.,� Q � ' ,B. ST17lJCTURAL STEEL SNALL BE DETAILED A{� FABRICATE� IN ACCORDANCE' ` � " ° � ROOF TR1J55 ` p� t,L., �• t � ' , . ; WI1'N LATEST PRQVISlOf�1S"OF AISC 'MAfV.lAL OF STEEG CONSTRUCTION: ' ' , , - ' '' �RE. PLAN � EXTERIOR STUD � ' S1MP50N U HANGERS ' , ' U. Z � � " ` , ' ' ' WALL WITH NEAL?ER � . , Nf�IL THRU SHEATHING , . . W. ' Z � � C.� UNLESS OT(-�12WISE NCST�Q, USE S7At�ARD �RAME BEAM SI-IEAR CdNNECTIONS �' � � RE� pLAN � � � �. ' ' � ' � � , � � � , � ' - � _'�Z, � , �� „ � • � �. WI'M StEEL�QOLTS OR WEL�ED EQI�VALEN'f. �SELECT�CONNECTION AT EACN ` � � , � � � � ' . � �i�i ,�;����; WOOD HEADER � , ' ' , � � .� . � �� � , - SPLICE Ta SUPPOR7 60� 7NE TQTAL UMFORM LOAD CAPACI7Y FO�2 EACN GIVEN ` � • • , IN EXTERIOR STUD � � � � • 4 , . BEAM AND,SPAN. � • , - � ' . , ,. . ' - _ . 1NALL RE, PLAN � � . ' . ' ,D. =, . M�IIMUM WELDS TO BE AISG ,4N�lOR AWS BUT�NOT L.�SS TF-IAN 3/16' CONTN�IUOUS � , � . � . , , �� C� f �� � ' � � � " �: ' - ' ', FLLET L�IL.ESS OTNERWISE NOTE�. . . . . , � . , �� ��" E �1�1 1 � �� C CC f C��1 � _ . W 3/4 I-O - 3/4° = 1�-0n 3/4" - I'=0" , Q � C - � - E. � ALL VyELDEQS SI-IALL NAVE EVIDENCE OF PASSING TNE AMERICAN WELDING ' ., ' • , , � - � �� - � � � _ �, - �� _ � ._ - . . SOCIETY STANDARD QUALIFICA710NS TESTS AS DETAILED IN AWS Ol.l � � • � � � - , � ' • ; - , ' ' _ , . ' , , • . .' Z � �. . .,. N4�-�� ���: . _ , , � . . � � - - . o � � �' . � 'A. � NON-SI-821f� GROUT�SNALL BE PROV�E� AS �OLLOWS� � - � . ' ' ' � _ ` � + � i. BETWEEN STEEL GOWMN BASES AND FOC>T�1GS. " � � ' � � ` � • ` � � 8,� ��WOOD� � - ` � , , ' � . � � ' � � - �-. � _ . . a ' � � � ROOF SHEATHING 12 � FLOOR SHEf�THlNG . a ��- - ' A.. AI.L F(2AM�+1G AND TRUSS �UN�ER SHALL�BE DRY DOUGLAS FIR, LARCN, GRADEQ BY . , . _ . Z . , � ; WESTERN WVOOD PRODUCTS A5SOCIATION AND CfJI�ORMING TO I�iIFORM Bt�LD1NG , PREFABRIGATED . EXTERIOR S1UD WALL CODE AS,FOLLOWSS � t ROOF lF.US� 6� WITH SHEATHING O� � ' ' ' •� 2` T4-8CK -4' WIDE, � STW = 800 _ , . � - � � ° RE, PLRN F•L'OOR JOtST' � Q � , . � � � 2" 'CNICK - 5" � WIDER ' NO. 2 - 1250 - . - " � � • � 3' Ti-�CK - 6' � WID�R ' , � NO. I � 1350 � � ' � � � � . � � . � GLIP FAGH�JO 5T _ � RE� PL.4N D R ; � , � � ' ' NOT�D'ALLOWA�LE STRESSES ARE MQVIMUMS AND FOR NONREPETITIVE U E P I R O � . . . , � �' '�` � ' ALLOWABl..E STRESS INCR�ASES, - � . - - ' , . + ` ` ' • 'J _� � ' � � � . �.''' � � • � _ . .. 3 . Q �.� B. ' r'RUVDE I X 4`CROSS BRIDGNG NOT OVB2 8' ON CENTER FOR ALL WOOD JOIS7S AND 2X , 12 . , �� , .' � � ' . . SOLID BI..O�CKNG BETWEEN JOISTS AT ALL SI�PORTS FASTEN ALL WOOD MEMBERS ' • , - , ' � � �; � , , , . , WlTN COMIv101V NAILS�ACCORpING TO TI-IE UgC SC!-IEDI�E UNLESS OTI-lERWISE NOTED. ' � . � , - . ' � ' � � ' �C, .' LAMINATEb BEAMS' � � .. . . � � � , ' _ _ ' ' " � .. , • , � i � • ° � I. ALL.LANIWATED MEMBERS SNALL BE FABRICATED OF DOUGLAS F1R LARCN AT t2 . ' , ' ' . � ' O � ` . ^ . PERCEN7 MOIS7l.A2E CON7ENT 1N ACCORDANCE WITH WCL1B. aLL S1ZES SNOWN ARE • , - ' . -. . � , 2 LAMINA7ED fvIEMBER SNALL BE DETAILED AND FABRICA7ED IN ACCORDANCE WITN't4tIE FASGIA ~ .' • � ' . .� STAND�RO SPEGFICA�IONS F�R TI-� DESIGN AIVD FA8f21CATfON OF STRUC7URAL . , , RE: ARGFt1TEGT „ BL.OGKING ' � . , , � GLL1E LAM�IATED 71tv�ER. LATEST EDITION AS�PL�I.ISi-lED BY AITC. � , . � � . - � � ' , ' � , � ' 3. PROVIDE Uf�pTS �ONFORAMNG TO AITC N7, 22FV8, D,F.FOR CONTIt�,10US "' ` ' ' . , . , , , , EXTERiOR . � _ � . , � , - `� . , � . < . , . STUD WALL , MEME3E�2S AND CANTI�EVERS AND 2�V3 FOR Si(W?LE SUPPORT MEMBERS. WITh SHEATHING � , , � MEMBEl2S SNALL BE DE5IGNED WITH ZERO CAMBER WITH TOP SURFACE . . , , , , ., , , , , . { , � CLEAR4.Y STAMPED ON EACN MEMBER. � . " , . . , • ' . , • . . , • • . , � - , • , , , . � _ , - . - ' . � . , . ' , . • � � ' �. � ,� . � . � � . ' � ' , ° ` ,' , � � .,- ' , � , � , , � ' , - � � ' � � � , ' � ' , . ' - � • �• � , � � � � . � � . � . , .� � � , � � . � - � - . � � �- � � � � � . � �� � � � � �� � �� G�" f C��l � „ �� ��fi f �N, � , , , . _ to : � ' 'l '� ' . � . • , � � , . ' .; - � , • � . . , . ' 3/4n ^ ��-0H , 3/4" = I'-Q" . , , , - � � � .. � x . � - ' . . � . - . � , , ., , , • ; � . ' . M � �.z� ; . : • , : _, � ' , ' � � ' ' - � �, - , � � • � , , - . � � , , , , . ' Z � ; . , . , . , � . . . . . . . , , , . . � . , . . , . � ; � , . . . . _ - � , - -- � � � � . � ,, _ � F.= � y . , , , , _ , . . . . ,. .. � , . : . � . � . . . � . _ , . � , . . , , � . . . � � � . � � � � r . . - . - - , , , . � . _ . . � . . . . � , . � . . � � _ � � . . � o = � W��,� _ � �, � ,� � �, � , , ' . . , - , _ , . : - , .� , . . , . , . , _' ,� � } � ---�-- _ . , , � . , � . � , . . , , � . . , . � _ , . ,� . . . ' � `'_