Loading...
HomeMy WebLinkAboutVAIL VALLEY FILING 3 LOT 14.pdf , ' . . . . , - � . � .. � . � . - . - � . � • .. .r �� . _»rrtiw,�. _ � _ � I iE �� GI !- lG �1L�'� ° � I G{ n ��'A� 8 L �5''E'.!� � E'}� P,a-H14� io �-J J o i �-tT �--- �--�w- � � � 0 C AT 0 N M A P � � G�E � �o� � � �A � FOUND PIN & CRP L.S. No. 11204 � � (ELEV. = 8251.7'l � ' PIz.B • CI�E✓"t" o ic. � � +r'' UizED • I I�l • Pl.f"� E \ -� �— GoF-�G 'TlcE►-1Gl-1 bW°' -� \ � S2 � � . . � . , � � � �Y'�� V d�� . � � / \ , _ . 8 I y h ' °;' T �w�i �l -ro #-"��'� i � F-r-r. / 1 INTERSTATE 70 - i i i � � i / - \ INOr w T.o.v. ) � �� I II - � ti% �_ G01JG f9Fi1V�e e ''� \ / .a / \ � - - �'� � , , ,4 � � ix.�.rJ �i��'� °►1 \ � n � '^— - C � d0 h'l l�/'�L'1P.17 I1Q 1 V L � e.a � / ros �� ' �„ - ^ . �- � � ` \ �� � � r � �r� , ` i .. . L / _ _ �i J . . �.� `- j � � � � � � � � , �, � � _ � 0.�•�6, - . / . , J' ,. _ ' ' \ . . . ,. �� �'� � r .. / / � \ • � � 6 � � y � � � - , :� _ _ . -- � 0 T 13 � L 0 T � i � �s- \��� : e �2s �� �Z s !�- � � i -� y 19�5 1979 . �, �� I � 0.4I0J f1C. � 'J n03 /'1� i ���P'e a CJq 13 �e e� G04JG �� �uu �" I �'�' � OP-�I i-J (r p0 I HT �� 1999 SUNBURST D . �ess ' i .4 � �� °� \ee � / 6 7 S i.aa roea Y �^ ' ie�s � AC —=�� s-.� GOIF � �t�3 9et IS 1 I I / / v� �• .�_.� ..�„�� '_ .^ \ \ � � 4UB � 4 s55 TRACT B 20 g� �, 2059 S� � I STRAIGHT CONTOU � � � � g. a� T R E �l C H D R A N � ��� � 0; �. ;�,���,,,,.s ��� �e \ ��5 � , �ZS � ,� � � 2 LINES INDICATE THE v,��ti / � . � � � �o���� � � ;, ' �� `� �s � n�e ,,. Z� �� � TaeR . ; A1 ASSUMED , ORIGINAL ��, �� � 0so. �� � \r� �� \���urii���6 � � a � � � ,�, .�. � � GRADES ON THE � �,� � �� � �'a_ � _ O � VAILVALLEY 3rdFILING � : � ' �� � � T � � � �� � �/�lll\��� � A RESUBDIVISION OF A � P R O P E RTY — /� —� � —� \ \, �, uw�eTTeo PART OF SUNBURST � A� \ r � y � � \ I I I � � \ � � � f 1 I � 'I 1 � �� �60 —� � . a- � � ��,, \/� ., ` �,9 � — / � � � E4 , , g �'� � \ ep� �� � �. �\ . s�� \ � �d \ RE CH DFifIIN ��OGGF, Q � � 9 � e"� � � F� D R TO YLIG T p. �p ' � ,� �� � ' - � ! �� ��'l. �S . � � -r �� / O v � � �_ � � i � � G2' � s� '%�!c� �' � � � �° -. _ � � s. � �C`,��i`� � \ \ • � "� � _ \ �\ q -� � c�T �2, i \ '�,p � � = � ` , \� T T r � r"'� � ^� � ,• e e �'9 � � '\\a � s .; 4 \ ., � _ s °��o, i .o � . .�ur. 1�'.. . .� . . \ � • � , � . � P\ �/ �r � — _ — — \ , � o; • � p � � � � � ` ��� ��- � NDEX 0 � PAGES � � �� ' i \ \ / ry� '°p9� �q a� � ° \ \ � DRRINRGE ,i ! � � � � � � /,o�� " m �"� ���'� �.o �� � � % � � s�,� � � / EasF MENT A 1 S I TE P LAN � � �, - — / � � '+ � � a°� ����`' , � ��� ��°� � `�°�a � � �� A2 LOWER LEVEL PLAN � � � � ; � ` �� ` °/ \ ��9+°-: S � 9�,� � � � A3 MAIN LEVEL PLAN � �+ � ' ' � � a � i i G� � � • A4 ROOF PLAN ( REF . CLG . PLAN ) � � / \ � \ \ 5 � ' 9�, \ T � � p A5 BUILDING ELEVATIONS � �' ' / o / � , , � � � EDGE OF S �. t� �. � � sb ' � SB _ � � PEDN� � GAS METER � i � ` � , i! '� �o��°G � � ,�� � Fo�NO PIN & CRP A6 BUI � DING ELEVATIONS � � �� + d , r � � ,� � �� � � � � / L.S. No. 11204 A7 BUILDING SECTON � � `°� \ / �\ \ / � (ELEV. = 8255.5"l ;q ELEC. �� � � . - � .e ,-'` � � �� - - ; ~ � �`� � iNE oF�r�,�,y, HousE � �. � � \. �._ � qg BUILDING SECTION � '� � ; + � � ) o � / �-o �°� @ � � � . , � \ � � A8 BUI � DING SECTION � r, � .� ,. . rRyws. �� � 2 � S L 0 P E , � � , ,; : \ o. FOUNO PIN & CRP —� \, � ' �.5. No. 11204 � A� � P �A R � � �� � � A10 INTERIOR ELEVATION � �� �E�E�. = ezss.s�� � ON�C . PAVERS ���� � � � � ' „ e.s �\� A11 ARCHITECTURAL DETAILS � `� i � � � \ _ � � _ �� � �, � � � � ,���, � ��i�, � � C� � = �� � SEWER MRNHOLE � � � � � — �, — � � � ' , � � � V \ , � — `� � � R �M E�E�. = a�se.�- A 12 ARC H ITECTU RAL D ETAI LS � �� s'L ``o�, . � � � � A � �°� � A`T\ � ���� iiii,a��'ii���� �,\\ A13 DR . & WINDOW SCHED . & DET . � � C'`J � � � � 9 _., : �.� . °� \ 4 ��� �: � � � ` : ` ' �/ ��� _ S1 FOUNDATION PLAN � ,� � � _ _ . �� % ,o�G=0�6 �c�� � a���G`" � � < � � ��� ii�i � �� _ S2 MAIN LEVEL FRAMING PLAN ' � ,�, , �0� G'ps 6 7 . 1 � � � - � � � � �� � 0 0. �° �<< sF�o ,��o�,, � � � 6 = , � � � '�--� / _ ; , S3 ROOF FRAMING PLAN = m � � - � � � � � � �'F�, , �' � � .��F� .�°� ;4,. � �- I �ir� � ����� a. S4 FOUNDATION DETAILSm I �� � = ti � a � ' � h ,� . . �o o `� a o � � A� A :`� / e.J� C I..�{ 'J J C C \ � � .,� °�o Q� ,�es �ti � ,, � ����� �ii; / S5 FRAMING DETAILS LL a� o " ° � y �, , , �f� � o �- `m m , �� � . \ \ \ / � .�f \ 'S'� 1Y. e '._ .� ' _ E C L t C Ij . �l I \ � 0.5 �' � l � G ao� \ ° . \ ',_2 %� �� S6 STRUCTURAL NOTES � a �, D � ° ���� � m i � > �, � � s „ � � � �� � �� � � , � � � � ; ; � 07 /� E1 LOWER LEVEL FI �;; 11� IC�� L� , PI /�d�l �� Ia � � � � 'I , � ��i� \ �0.ti 12 � S o o m O m . '� � � � � � 2 � E2 MAIN LEVEL E � � � � �' Ir al_ P � AI� = .- �� y � Ey I , I � I � �� � o m � a E a � ° » 'f�-� �� � � � a.3- � �__ � �o � � /ti`� � 1 LANDSCAPING � , ����� � � °' a � �� � a � a �, ; I� � � ����� , e �j� , a.6_ � __ ' s � u -- `° � � N � a ` I . \ 0.5'NI \ 0.3" ,o P\OGF. / \ / t'J Q a � j n a�.o c ° � � `� �� / 0. ' C� q0' � � q _ ,� _ _ _ -� - _ p v '� o i� an a ,c-� C �--� ..� / � C T - c / � \ Y- c - � _ � � � � �, � A �� � � �, � � J I � � �, � � � � � ?' �b �-4r N m o - _ w , _' o 0.Y \ cp /� � � �`' 1 1 G cz R; � � a a F � � _ J O/� �'` � � � � / � p]�' B�° �- ' � 4 ' ''� BARRIER FENCE TO BE Q `j 'f a �' `� � � � ° DO � '� � �1 iv/ \ ' '�'�.� \ � ' , ����� � l \ `T .� ��� � ,/ �J+ / � � � C� /' � � , `^S 7� q °� : � y N � �. .b � � �'� �/ \ � ��. � d.,. _ `� .�T - ° � �o AY� �� _ � / � MAINTAINED THROUGHOUT Z 9 �53 3Z ;�; �� > � � � � o � i ,' � � � � s � �" °R� '" & � THE COURSE OF CONST � � � TIC� �J s _ _. � � . �a� �, �F � � /SEE oE � �3 �. - y _. - � � � 69 ,•2 \ � \ aY, � -- � 0., � ��� b �6E'1 �.-T � ON r� hV 3 �3 . 5 3Z .S -, o � , , � — 12 � � ., 1 t—� f^ /p y , v-�� �. -._. D� s i l e i Q� �O ' q 0 '-� �` 'SLOf� E � _ ; �, � ��, ONC . A�1 � _ � _� , I.1o � � � HC, �� o rt( � � plan � . , 'T/ y 83. 66 s) s Z6. Zs , ° io . o � {f� ____ r � 0.4" / �1 = 1G ° 58 " 44 ���� � � a.z� ��._, �,_ _�,, a.3. ' ' � � � a., S 8 �1 d5! s 2�. 5 � � � � _ A � \ �, 8.3 , � -- - � , ��� � � � 0 l 15 � � s--�s ,3d z � � � R = 460e62 ' ' ` L - 136 , 50 ' � � ,� ���� w � . ��� eS � � ����wii�, LCo 136e00 ' � ��°�-- `,,�� �- „ � �� , � �`� y � � �� � i = � INDICFTES AN EVERGREEN TREE CB - �J 4 �} el e8 �1I '- � `� � � -�t_ � . � � �� (WITH ITS FPPROXIMRTE OIRMETER) ��-,� � �9 . / ` 02. �d�2 � �� � � „�i��� INDICATES EXISTING � � � TREE TO BE REMOVED � e.3 �4� � S EXISTING �— � � � ��� INDICRTES R oEC �ouous TREE OR RELOCATED � , /` � � TREE TO REMAIN LL. (WITH ITS RPPROXIMRTE OIFMETER) \ �.S / S T E P A � \ / � _ �' o � ra : 0 7 / 09 / 96 Q ' �( a wniri� rES n [<au� u�i�� � � \ � eou�oEa Pi�E B B Y 1 5 I 0 N S : �i �� �� � � � � > 7 / 09196 � � i� � 1 = 1 0 . 0 a/ z� i �, ,,, � 'p� \� � RELATIVE ELEVATION + 100 ' - 0 " = ABSOLUTE ELEVATION 8267 ' - 0 " � � o eJ FOUND PIN & CRP � L.S. No. 23506 � � � (ELEV. = 8270.2') - . � � � 1 i � - - -- - - - - - _ _ � V;, SYMBOL COMMON NRME SC IENT IF IC NRME OTY . S IZE � �� LSUNNo. I1209CRP �\III��j � cE�EV. = azsi.��� � • � SPRUCE PICEA PUNGENS 8 6 . 5 ' - 8 " � � - _ �/III\\� � , / \ _ � �\ � s7 ' _ � POPULUS I / �1 RSPEN TREMULOIDUS 20 2 " � � C � � Cfl � � '� � SPREAD ING JUN IPER Je SRB INA g 5 GRLe � 0.' � � � JUN IPER GROUNDCOVER J . HOR IZONTAL IS � O 5 GRL � � / COMMON LILAC SYRINGR VULGRRIS � O 5 GRL � VARIEGRTED DOGWOOD CORNUS ELAGFINTISSIMR � � 5 GAL � 0.1 �6� � , / MOUNTAIN NINEBARK PHYSOCRRPUS MONOGYNU � Q 5 GAL � � � s SNOWMOUND SP IRER SP IRER N IPPON ICA � 0 5 GRL � � O T 13 / \ � is \ �� CURRRNT R IBES AUF� EUM � O S GRL � / o LOT ��s,, — —' � \ �� PERRENIRLS & �� / isss suNeuRar' o ,� , �' 9 � �00 � GROUNDCOVERS � m r . , �o ./ � � �. / � :, , � !� � � - ��� ' � ��. 0.5 `�- _ \ � ,�� RESEED ALL OTHER DISTURBED AREAS WITH NATIVE GRASSES ���i �\III1� , � ( � � 0; � �� � = � � °� � • \ � L J° ,����- %',� ��`� \ii �� 0.6, \��� \se � PROVIDE 4 SPRAY AND 4 DRIP IRRIGATION ZONES � � °`�� �/III��` �� �� `° � � �'= �� � , a I� D� C/�TEL SCo �IOC � C� 1 -���� /j / / � � � \- �� \ �/�llll\\� e�� �j4� � crT �c SiTG � ia�-ff i . � � // /✓ � i� \ q( �\ (T . � � \ .. � �/l \\ 6 � / � / � ` J� � 'y \ \ � \ � � 8�6� � _ l ; ° ' �Q? �/ �� '', N� � � � , 6 `� \ \/ p6 O ' v — \ RE C�IN ` eop�\oc'� � � q ` � � � � e5� 1 � �`" \ � -` D fi TO YUGHT / \ �� � "Sj, ,� , �� / T P- / O ♦ / � �� � u �„� / � L�>2 1 .s... \ . +e, ;C���P�- � � / I� - - � , � ��� � • ,� ° , \� q� _ `�`�, `�,,, � \ / ��s�, �.� , y � � ��`� � ° e - _ � 6\ � ',J. ,@�b, i / � ,r — �— - , V I rl \ � � o; ' �si. �� �` . r i s o �o. w � \ � � \ \ � � ,�6 °�.p'9. �¢o� , ° \\ \ � DRAINRGE � � / \ � � � 9 $°��, � , 0 � ENSFMFNT � � /\� � �5 �^! � �\o � 1 J'�� � � \ � � e°� �o�E � m-iPa'o 0�°? _ �'� � � � . I � V � � ,�V'k�����/ o� � � -: �,, �o�/ � � � J� ►� / � \ � i 'C �i' A ! \ V � _ ♦ � �Tf '',. � 'pj_ �` � � �� / , �' � % ���\� \ � . 5 \ � ��� 0 �: � / � G�,, � � � p � C�J ' � EDGE OF SL � : 9� � \ � m � � ll / O \ \ SA pG� / 58 __ � \ � � � + pEpN �\ r GRS METER � � q� to�`� � � ��O � FOUND PIN 6 CRP � y�, / \ / L.S. No. 11204 O � \\ � \. ,� � � / �NIII��� \ � '0c� \ � . ) � \ \ `� (ELEV. = 8255.5") � � � °� T` � �, �12 � SLOPE 60 , � , � � � \ .�o. � / � � _ . \ � � FOUND P IN k CFP - ���/�j����� �, - � ( F�ATE D ) 4 0 � �� go�' \ ,, �, � \ � —\\ � � � L.S. No. 11204 �� � - � P LA T E R �� � �` � � -� � _-. (ELEV. = 8265.8") � l a�o n (� � � � � / \ \ � O�C .. PAVER ' 62 � � / t° / � Y \�\�II////'S � SEWER MRNHOLE � � � 7� // � \ \ � / \ i � � � � RIM FLEV. - 8256.1 ' / 66 � \ gq ��� �y � . e.�////������ � \ � � � A � � �� �� ��� � ���/ e.�' � � -� _- - � � � � :• , � � _ "P m e �. + � _ ,. � � h ` \ � e� • " o. — 4 � � ' , a06 "�o� � �E : /\ � � j ��� � _ � • �..,.� 10' - - -- � _ - . � 6 . � c� .o a•i2� � �/ `v I' y 6 7 . 1 '\ � ` _ , 1 , � q o .��,� � ��9� � o� � \�� � � ������� '� . � ������ s `s� 0`\ � �s4�°,�a o,.°`. � � a � � �� \ �r'6�e � \ ��� � � -`— � �'� '�. `��.� � ��,. � !�rrii���� a., � \ � � � � ' �.yO9 4� ;.;@ �.�� � `\\�II �///� e.r / � . ,���� � /Iy� y� \ . \ es �v �Q � � \ *o.. e / � � � � F-'--I � + G �o. \ �" \ �� ��/II1\��e.�• , ; � � � � � � � � � � �� m� �0. �� , � � � � �,� . e., � / , ` � � � �v \ / , �90 \ ^ / , � � �� � 01' �� � GF, e � � 0.6' / \� 0.5'c+) ` q oP\� / \ ..._. �\ / � F� . � / � / -_— . _ A.2'/ ... / \ � �S / � � � , � \ ....\\ ^Y �� �� ���� ` � �i; 64 . 5 ' � °� �� e.s �4 ���L U� � ,, �� / � � rT� ��` \ �� \ .�� \ `. � EDG �� F S D T�"TO",aAVUGHT 0' I ��� H—I � � F' � � �� ��. � � � � � �� ��.� 0.9' � � ��69 � \ � � � 1 e � - ���� � landscepe � � z. V � ONC . PA�' / �.a ;' p � en � '� _ ��,� I " 1 0 . 0 ' � � n � y e.3 r.�, = 16 ° 58 " 44 ct%� � a.2 , ��"�a.3 / .5 , a.,- I�I R = 460 . 62 " �� ` � / � � `_ �: ;, ,,; � � fi � � � � = 136 , 50 " \ . 0.' / LC = 136 , ee � 0.5 � 0., �2� INOICRTES fiN EVERGREEN TREE CB = N 9 � ' BZ � 8 W / � ' (WITH ITS RPPROXIMRTE � IRMETER) INDICATES EXISTING � � •+' / � /�3' �,3� 9'� e.z � TREE TO BE REMOVED ' 0.3 �+� INDICATES EXISTING IN� ICRTES a oECiouous TaEE OR RF_ LOCATED � � TREE TO REMAIN � �� T (WITH ITS RPPROXIMFTE DIRMETER) � � � �5 / � � ��,, � � �e\ � � 1 ! 1 lt5g/ 9 5 �N�� � �, r � ,� ,1 � � �� �� �,E , � e � � - � A D S CA P E P A �l RBV1S10NS � � � � � s zt � � �e _ � �� \ , / , _ _ . � o � �d _ o . � �J � ,� � � � ,�► _ � . . , .;` � ,, ,� ' � '��'� ��r��r��. � � u i�r v d ; � � � � � d � 1 � � i _ - — - — - l � Q3'0� - --- � - ---� - - - - � I 55'8" I � 2g �4� 2,a� 6 .a� � 7' 10� � � � , 4,� / 3, 6 � 4,�� � 8 , � � 4.3�� \ 14' 10 � � � �� BE�AMS ABOVE�� � \ -- - � � � � � � � � i � � � PRIMARY UNIT SECONDARY UNIT c� � � ' � � I -- _ J - P �i /� � I - - - - N- O ( � ) N � L � � �--' - - - -_-- _ � � 1 � � , ? �, ,% �� � � -, � �� l ; � � � � ��� � � BEDROOM �} BEDROOM 3 �� 2 3 � , _J �, e�,a _ �� E � � f-7LDROC? M 2 z� ��)�sHE�rnii ' � _- � K — �oc,l � �y'� - R � ° 3- 1 /2, � _- - - - l� ' J � -- 5 - t 2 " � �2' 3 - h /2' 3� �I - �� � � _ � � S - 1 /2 " � � � � � _ ,1 � � i ' � /2� � � 13 '0" 9 '� 3 '6" 0' 14'S" � ,_ � � � - � 3" R I � 6068� � �T, ,O . SLAB � � C � " �� � , �, �z� I � � � � , z668) ;� F i MLCH . I� C � iNOicaTES sTONE vENEER ` ,-, � ' � � TYPICAL �, ' --� � : � /f� � I � �6 2068 %068 2668 606 � " 'STE _ — — — � � (� � � � � N � CL(� S — — _ � I i / \ � N � U d � � CLOS . CLOS . `�z �8R � - � E ( „� `% � SLOPE � � I I \ � — f TO DRAIN / � � r� � S � � �� b � il . r � / I I \ SHEET A11 � � T. O . � I n � �< � � � �, � � v `�l/ gp ' - G � � ' � ' 10" 4'7�� � � � � -f — - - � uP 85„ 4,8 , 4. � , S, 6„ I - � ' GARAG ;_, i I � � r � 506n , � I H G F I �, -- - N �6s " R�AUNL �J � Y � - - � - — -- _ _ -- _ �i � - - , - - _ T i ' - , � . ��, � � W � ) � � DkAIN EL. � � � 1 '4- 1 /�" RADIUS J � JIl ' 1 � � - � � �--� � � 1O - - - 1 �068 ,n � ,� � i � , � � • � � 2068 - - - � � , � _ �� � -� -� � � � �� B �. DROOM 5 � _� � _ _ � �, � �� - _ � B2 � \ SH �r A11 _ BEDROOM 2 �, � <<, � - �=� �° � � LUW � I I � _ � UI� O � � �� HEEf A1 � �„ 1 A/^ — � _ _ STC� RA E � � A� � - O �s6a) � �, '� (soes � . V_ � � -�� 3 1iZ " 3- 1 /2° 23'3- 1 /2" � '�"� ' S - 1 %7_ ' 11 ' ll ' � 4 �5 �� V - �, 6 „ a I ; CDR � ) OM 3 � � � - - - - � � � � � � � s _ ; ��� � � � I-IEAD 9 '4" , � 1 U � � T ) �06�9 A11 " � 8/A7 �� � o � � � � � i . O . SLAB @ EDGE - - - - � � /� �� __ " rt� Of GARAGE 206 ° � O -- -_ -- . � -- _ --- - 90 6 I I ' � � - I -- - ' - /+� ` � � � � � _ � � _ � 11 ' 6" � 4 ' 10" 5 ' 3" 12 ' 6" 5- 1 /2 " �, � �� � � � - � -�T- - '� �' � TRENC� H DRAIN : DRAIN TO DAYI IGhII � '�' 2668 2668 � �58� � ,� � �J , , � � RE: 2/A 1 � LIN . � � � � � 7' 10 " � 1a , �;� � 2 ,�� � g ,�� � 2 ,�„ � � g , �, � 3, � � � B3 (� � - - � — - t - - -- I —L �2068 � T. O . SLAB_ _ r' �' / i -- - - -- - o � y I� � i �.� �. 9T - 0 " ,� �� � (� � � � � - - � I/ � SHEET A1 � �, �oi � er � � � � � , � � - D ( � �� r���RISERS � flue - w z 1 /A � ° � v' � �/ - � T.fi � , SL,qg � � 4/A _n � in � � `� ��� �TEP� � � u� J H ,,.{ � J - a o 4 � � 2o6G � � � SLOPE j�I `• � � �U f y� 3/A � z � 506 TO DRAIN ��� I� � o n - � LIN � N � �� � � � � � �I � � � � � < ACE � GARAGE g � S ET A1 2�68� � 668 F ' ; � iVE � � > � u � � - R `�' - S K�[Hf}S YP , � � � � 0 W E R � E E P A �� �� , � ��; � ��d,�� ���W�sE ���orEO � -_ � q 7'9 - 1 /2 " � � o - �.' -,�. % .. — � '�, � / � f�AIN EL. 1 / 4 " = 1 , � � � � � -- — � � � 9 � � =2�� — � �� — � '���� � ��� ` ' � � I � BEDROOM 4 __ i I `� � W I ' �� �' � � � � �� �� II UI� � AGE � � � 2/A 11 '6" 2 '0" ' 37-3/4" � �� 21 'S- 1 /2" � � - � J � � - -- --�--,. � 5� 1 /� " - i /2" � 1 ' 7 -3/4�� � � � A/A - T .V. CABINEI � — - - � �+ • � � � HEa� i rr. o r i a o � B Tt� �IAI3 � / � o i �9I ' - 6" / p I a n I / 4 ,� � , � „ � 1 . / � � � � � � � o i C - _ - - - 3068 w - - � � � � /1 � � 2' 6" 4' 10" � 14 '3 " T.O . SLAB � � �O V 1 - — -- - - - 9� 7� _ 6� � _ � _ IZ_�Z�T/ � - � . _ _ � � i � � - _ � TRENCH DRAIN : DRFlIN TO DAYL GHT � � � � — — -- RE: 2/A1 _ � � 1 /A i ' 3- i /a' U A T E , 18 ' 0" 2 ' 7-3/4" /A9 - - - 2 / 2l / 96 e ' 26„�„ 13 '0" � 12'9 " 19 ' I " � ?_ 1 ' 11 " R E V I S I 0 N S � 'V , 7 / 09 / 9fi � - - - -- - � - - � 9.i '0" - - -- - - � - - - --- - - - - - - -� - - - 3/A9 � PRIMARY UNIT , SECONDARY UNIT '�' �a� - ��� � °� A � � NOTE : REFER TO SHEET A1 FOR DATUM ELEVATION INFORMATION � PRIMARY UNIT SECONDARY UNIT - - D E �, K A13 1YP. - -- -- I - -- ---- - � 15'8� � 4,q �, g� T�� � 20,�„ 3,�� , � � 11 '0" 11 '4 " 3 ,g� � g , 6� , �� �g � , 2,� � , � � 6� � 4�6� � � 9- t/2" — - 2'- 1/2" 14 - t/7' q.5„ q.,5�, � J ' _ i/2�� 2,6�� I ' � B- U7' T 1 /� J �.�- -- . � r � � � 2'- 1 /2" 2'H- 1 /2" � 9- i/2" 1 'S- 1 / " � 5- V7, I '4 - 1 /2" , 4 I/7' , r � J 3 'I 'S- 1 / " 3�3�� 3�3�� � �6�� � � ��� - -- - � �_ — � -- -- �� - _ -. EQ. E0. � �_ - - i � � � I C� _ BBB - - � I � I O - - - - - - _ - =-. - - - --- � -_ - - - _ - - -- - - - - — - - --- - - �o GGG - XX WW V V --- - o �' � N HH = - _ - FFF � DD « � ZZ = - "' - � i � \ - � - - - = EEE ,V YY � `° � N — — — — _- _ — — — \ — _ _ — — — _ _ — ul) _ -_ N f- _ . . _ _ _ . . - III � I \ - � \ N � / - I � \ . _ - . -. _ . . _ _ _ _ _. ___ _. _ Q CO 1 � _ " B/A7 _ _ � �_ IVIN � UU - � - JJJ TRU � SES ABOVE GF�'S � � � o � F . P a ;" w � � A10 MASTER BLUROOM _ � � N Iq}^' � \ � r n � b N � ��C� - - - - . _ . - _ _ _. - _ N O � I r � � � - - - ��� I /� MII_Y ROUM � i � �2ussES ABO� � s � a N � \ A10 ^ A� Q Al2 i � � - - � � � K � � � � �OIIPf �I112 T.� o oECKiNG � � � - - � - - - - ��;��" ' trom beiow 106,8� � � 11 ' 1 - 1 /2" 5' 10- 1 /2� , 5� 2, �� , 5,4�� 139 7 � ��� „ 680410 '3 - 1 /�'_ � .4 � /2° F. P � �/ �., 5 - � �� " _ _ �)� - � E � K �� a oE � K ���o _ , 6_ „��� �.._ _ c� 4' 2�" � r t '7- 1 /2' L� EQ 6- 1 /7'72- I%L" � o { � T . O . PLYWOOD - �' il ° 2'2- V2" - - -- - - - --' - � 100 ' 0 " � i 2080 -�- �i` i �� � -- - - �c -1 t� , 708 j � � QQ �--- I RR PP � � - I - ti - - _ - � __ - � �� ' - - SS - _ - -- - - — _ r-I 1 /2" � 2480 � 3' 4 - 1 /2" 5� � �� � 1 %I " �T � I - - - .- - P_I 2 4 � �� TRUSSES ABOVE-� --- - _ - _ - - - - -- � ° � . r„� � �� W � � - � - � SHEET A10 � � � �A�; "' �, 00 � � � - i I . - � � � '�}�,3 � � � A10 � � / 208� � � __ `� � � • r-I � `� Ln D � j� � r � o � � sHE�r n, o N I� �� ° i ref . -- - � - � LLL - � � � down uP � � N I N C �-' � '�A� — [W) KITCHEN - - ENTRY - - �� � � � � T . O . PLYWOOD �� 14 A10 � � � i _ � . � `� 95 � � r, — STONE VENEE �..� �� � ge " n, o � I � SHEEf A 2 � UVIN �; � I � (.? cJM cas � �l , �_ ,� , - -- � - � o �� - �'� � >, M /� STER � EUI � Ci (_) M ,�A� � ° �j � � F. P . � � � � � � O � � � , ani � : �� 6080 � � �v T . V. A10 � N � � a bove �7 '3 - 1 /2" � � � � . .� � -- ,� 13,5�, - L - - � �, - - � ,� � � a � a o �, � _ _ - - - X ,� � � �� - - o �- � � - � � � W � ' � o �� � � � � - - ��- � - - Y --- BB DD ` � PO� RCH � "' � A10 \ TRUSS S ABO � r-I I I \ � g � � 6 � � ABOVE � A OV � I �6080� ` ';> (� � Q � EC O 4 ' 6" I� C� EQ 7 ' 2 " � 6 '�' 1 10 1 2" , 44 1 /1 " � 4' 4- 1 /2' " � �8� � 3' 6 " � S ' �" � � boiler flue —� -- - - � I� � - - ,�- �-(_ -� - 41 from below � , ✓ 7 ' 1 � I %> " 2 ' I 1/7 ° � � �� � � b ✓ (8) 6" RISERS � � � � �� ��08C� � \ 1 /A , — 4/A �608 - - - - - � � � N • � � ��°) N � DINING NN � o � � � �, /A8 � �i ��, � �= T .�� O . PLYWOOD `-" ` � � � 3- 1 /2" �� 107 ' 0 " � 5 1 /2" 'L ' I /� � � � � - 3080 �� 3' 1 - 1 /2 � � 7 ,�� � 2 �9 � � !� 12 ' 6- 1 /2° � � � 5' 4 � }- - -- -� 3�-1%2'% � - � � o I o - E %' 11�R1 , � 680� � 2480) - — r%� � � w / � i i � � F =- " �„� � � �_ - - - - � �. HIG WINDOWS - -'�� , � ' --- i si �� AT � � o � � aBO E %' 1A51 ER � , �80 � I — � KITCHEN d W DEC' K �--i FINI HED FLOOR � � ! � � A-rH � _ � �� O U� m N down uP r� N MM - -- FF � ENTRY I � � � � 43 � � 4 � 2/A ; - T. O . PLYWOOD SHEET A10 . � SHEET A10 � �� 102 ' 0" So810 _ range _ _ /A7 -° � - - � � J;� o � I'�N �I RY � � � �" [ I o o r � �G080� � � '� - � � � lan � � � SEA1 l / 4 "� - I � � „ � - >080 � N - � - - �'°I � ' � BREAKF � `=; T , LL � � HH � � � - ABO i - - - - - _ - - - -- — --- - — -- � - — - _ ,. . �.. _—�._. � — .— _ � . — - — — - — - -- - — ---- -- -- ----- — — - —___ _ _-_— - --- - -� . _._•_— --� — - - �. _ _ -- -, - _ — . _=_=T>=--•=1—=`�T'R PRIMARY UNIT �� SECONDARY UNIT z ,.o.. .,: ,, i . �. � 6 — � } PLHT . 1 1 3 ' 0' I LHT.= 109 ' 6� ° �'6" - °� LHT . = 1 (19 ' i: " _ — � N� � . � — ' � -���- � � � � N Ml � _ . F'I . . i1T . = 1 9 ' 6'� II � � �' LJIL - � 7C: '� � , . 10 'O" O 110 '0° m O � I �: -�Wf-R R OF � w � N U I � � � � II � �� I �� � — � m w �4 (7 n �'�, 7 � r� � �, � 0 � � � � � 4 q.�.� ?.0• - - �12 � CIYdryPI �AI7 I I �_ /� � L. O . RIDGF = 119 'O- 5/4 • � ��- � - � � -_. _ . ' _ . _ - . - -_ . . A72 � TlP. IWi � � � i2 • PRIMARY UNIT fD - TYP . LLEVEL F . � . = 90'0" - - M . LEVEL F. F. = 100 '0" F'I_ HT. = 120 '0 " ° � � �� I — � � � � ' — PLHT. = 1 •0 " I � 1- 3O• � I 01 O � \ N �- '_. �— 1 I I I ^ � T� I � � �� II � II I p CRIC�T � � w � w � O II � I � O w �� � �A1Y JQYEY fN /�°� � � (Y � � W � � I � I O �) � — L PLH�1o8' m I nj I I � _ � � � - �' H . 11 �' „ - � Ol O — — � `y � _ \ � — - �,�\ RI � � — I �LHL 11Z ' 6" PI HI = 1 �`^ L� � !'o' M4 U4 _ __ — _ . _ I .—._'__— ___ — _'_— _ _ . 3 — . , . I _ _ _ —B.O . RIDGE= 126•6 ' ��� � �I � � n ` Im1i �FNfi J i �. 12 . i i.�.. �_�.. � \/°�� � iYP� SECONDARY UNi I yr, � " ° � L �EVEL F. F. _97 ' U° I � M . LEVEL F .F. - 107 'O" � � � a� � � � � ,., . f � � �� � , o I : � . : , �,.o� � � � �� � � � ° � �F�� . Hr. _ „ � � o° N � i i� i , � _, � � ,� � �-� . � . � _ �� �' PRIMARY UNIT SECONDARY UNIT o I � � �' O i m Zd � �� � , — i • �--, ROOF PLAN � � � � , � � �., - - , - , � n i � i , _ � �� }a_ , - - - ��;z „P. � -T�- � , ��� F� r „ 2 � — — - -�- -- ' � 1 �8 " = 1 ' 0 " � _. F�i . iir iis •o � � � � � -�— �- �� , - . � -I � NOTE: REFER TO SHEE7 A1 FOR DATUM ELEVATION INFORMATION - - � •} � � '� � PRIMARY UNIT SECONDARY U I �- � \ / � rRU�; ir�i >� z / \ / � � H . � cAV \ / �/ —�—� � � q � rRUSS tYPE r,' � , Q � ; Q � � �>> �- � 7 : 12 iRUSS TYPE � � � FAMILY ROOM « � � . � TYPICAL � 0 /� 1 I � � �, � � LI\NG ° MASTER BEDROOM � 1�J � o � o \ ; c_, � I� I I I�l rl�ocr_ ' ` d � : � � i a � � �}� -- �✓ TYPirN c.✓� ` d Q� (� � ` - i u � rr � .�. .-- - _ __ . __ _ � � � a/ - - - : � F � I_IN6 - - - _ - -- - 10 ' HD-M � , - ' - � � � PWDR. � - - - - - � �� � � I � � � A � m � TRUSS TYPE� ENTRY � DINWG ��� SU FIT � � � � ' � � � � � � \ ,�{ _ �� � _ �- � TRUSS TYPE 4 , � TRUSS TYPE S �_ I fJ 1 ,�-�Yp[ 6 � l�J � � / �- � !� � \ 2 � Q � � / � �� _ � � Q �' � Q - - - _ f �—_ — _ � I : - - - - ; __-� - � �� -- � � �� I M�STE�EDROOM , I IVING ROGM ' a - - � m, u� � I 'I I I I I I � IZII?i . � � � � � � � � TY'PICAL �/J DINWG � � CLILING �� F. R . � � � � MAS I kJl � , ��T � o � , , � � I � \ � �� � � KITCHEN � �SU�FIT ENTRY � � �, \ TRUSS TYPE 'i � � � � �� IIIIIIIII plan -- � - - _ I I / 8 " I ' � " � � - - _ — - --_-. a BREAKFA9I - - � I � REFLECTED CEILING PLAN ' - _`_ - � �� _ _ _- � 1 /8 " = 1 ' 0 " PRIMARY UNIT SECONDARY UNIT � I � I � DATE 7 / 09 / 96 e ' REVISIONS `�1 � �,/ /Q� H�i �''��� � 4 � � . � i � ;:� rQ / �\\ � 12 'I ' � " \ I _ � — .= � �� -_ -_ _ _ _--- - - - -� � � `� _ / --- -�- - _- - -- - -- - 1---- � , i --� _ - / - - - d� � �� � �--� L -- ------ - h, � - . 1 — - -- - ' _ - .. 12t' �} - - _ _ - -- - - - - - / / �' f � .' ,. / _ / -_ - -- --- `. � i �LAT � �' I I -1 ' Cq _ �-- _-- ----- - O_\ i \ f. , I I = ----- - E _, - _ - � � - � _ I i�p I. A 'T� -- � __ — - �� � '_�_ -- — , � F-'-1 � � cYo N � I � — _ _- I - -- � - - - /- � � ' �-, � r �� _ w+� �� � �, � � �'� � j� � � __ _ � Z x i 2 �Li.Y �{*1JD -�-- � � � � � � i � �_ I - � - ' _- � �-; -� � _ W/ U?PP�.F Ft-A=.�kINr � U '1 ' C-' } . 1 � � � , ,;_ . _ _ f 1 %" _� i _ i I 1 � � I l� " -� 1 ., ��i � F—I � . O , - ' , � I � i , �it=- ' � � � _ • � � w _ � , � 8 � I � . � , 1 - �_ � �� . -�-,- � � , ; - , ' � J � � " � _ - __ �' C1 a _- � � , �' , , , � ` — 4 , .� '; � � -- __ - - , _ J - � I .�_ , � �J . �I � � �-.� T Iz-r' C � ) i , ' ,, � � i _ i ( t'--- - i , i � � �� �� � � �' � -� � � � � ( t_ __ - - 1 � ('� I 5 �' � Al2 � � _ �-� � � I-� A 1 ►�t � , �� � I, � , i .--� ,/ -�;' � -'� �' � 1 { � H-tr i r.t ^ _ _ � -- - - ; `, � , f �t'� i -- I---I . ,.� • � r i _ � � • � - �--� _ �� � ' � � � --- � I CC" C 'i — � - - - - - \ �' � - V � . ? � � �--� � 1� _ � ���, , : ,;�� � a � � � 9 , r��� �. �.. . � �; � ��� _� ,� , � _ ; . , � . , �� , � J � — �, � 1 ,� ,'�1 � ,_ ' .r-+ \ - j � I I - 5 I ` � ' ,- r / / ^� -- ) - I / � � o �� (�sl ' ' , - i � � �I �r �' 1 I . � - � , t . � w 1�1 i _ r� � � - . � �. - r � �� -- �� - , � ' `,. , . �_/ � � � �, , E r� TI�T <p > N �.�i � r� - - y �- l -- - -�--�---� / _ - � '1 �{ �-.� � _ � `• ' . � . . � ' ' i �� ! � ! �..4 J- � � � � �"� - - ._ Cl�- - C " �J.� V r � � � , I j '�"" �' � :\� - - - i - ', /r, � .. � - C -- � r �`'--� - � � � .. ' �.� ` .y �- _ � � il � I /�"� �/'] � � � � ��� v ;�. rt I---.-� � � � � � , T � , , � _ ' �)i---, �i \ ,/ `- _ _�--- `� 3 �_�iri�P,�$ CP) � � � �. o we R ,, �, ' ! � ---- °I d c� - � i c,� ; � _ � _� a..) � � ,:�-- - � - - -- -- - - - - - - - __. . _ - - - - ; '�;- � . _ �. � oeE � �� O 0 � ����- N P R� I I� � iz `f `J E Gm rJ t� A R Y --- - - — -- � � ,� � �--I , -- � 2 . � ✓ , , . 12 � , . � � ._____.�_.�__._ G O � 4 ---y � � l7mG I - ---- - - ---� — i � � � ' -- - --- --- - - - - --- - � _ 1 � r — - - - - . -- _ _ _ _ _ __ �- � �� ' - - - � � � � P liA'T b � li. i T . ) •e-1 - {� li � i ` `"- - � �N � �\. . - I � �1�1 i � 2 � , � - � - - ;_- _ _ i� l� E , , _ . _ � , � `—�-- � A-f -- _ , I , -- - - - _ ` ��� S� c;° - - P t.�'� TG �ic-� T1 i I -_ �-- �-f --�-� � • � � � .JJ �, . IIL ' � �� / � : \ _ _ � � -- z G - _ - � II I - - - -� � I� �..taTE C Ihl -/ •. � ---- - � i4 � � _. _. _ - -- _ _ _ I i 2 r " - -� --- - - - - II - - j - � _ _ . r. . _ - _,; I - - PI.A'T� — � � - _ ��, i - k- ' -- � i4 � � ��� 1 �f-' T� - - ,- —� . ` - - - - - — - _ � � � ¢ � � � � � I I ' _ � � � - I �q - I ' I _ il � � I � i � +-' � a - , � _�. � � — �' � �ic -� ' �r. ��� � � � � ��o� � � _ � � -� � � � _ - :- _ � � ,' � i � , i ; .. .� � , i ' �\ �, - � - _ . ,'� � � i � � - - - + � _ � - - - - � � I I � � ; . � i � i - � i i i - � - - -- �� � � � � - _ - � - - � � - - - - — _ - � I � _ Duildin � _ ., � � i � i � F-I TR'r g J � - - - _ - eleva_tians ' � � � i � � � � b2 ' - c � � / d ' I ' 0 ; . . , � M � � i-► + ( � � _ i � � - - - --- - i �,�, -� ;-- ` f -- - - - , _ _ � , _ - J �� , � I - � _. � � � _ _ �_ ' � � _ ' I ' , � �. -�-'-�,� -` � � , � � � , ' ', ' i ' ' � ' ' ! ! � � I ! � C�t'� f�r� �� ,' � " /��„ 1 I' I � , � ' � , i � l � � � � � 1 , 13 - - � " _ � , I , ' i I i -- ! � i � � � � ' I — —�-+�- � �— - - • °� � �, °la ' - c � Y ~ � 4 } . - ' ' - � � � � � _ - I �- � i � r �� r � ' I�OIN 14{z \ , f-IT � . I � G I � i � . I , � , � - � ..� r- �� �" + � v _ �- ' !� _-�-� � � � ' ' � ��� �� � ' � � � `-' � � _: ,. I � ` �. _ ,`` L � � 4 � , ; I � I � � � � ' � � � � � I � , _ , � � �' - - .-�---�--__.�___*-.-- - t � - � � ; i i � , I I � D � TS : - ----------. I I � �� � � � � j '� i , i � ; � i � � � � � � 1 I / 1 / 9 5 --- - - - _ --- - -- — � ' i , � , , I. oWEIZ � - -- - - - _ _ _ _ _ RBYISIONS : - � ,-, r � 7 • 0� � =' Co � � � � � P R I M A (t "� 4i E G O N r9 p. R Y I / � � ' .� � � � p � I �� �� 1 ! � � 4 , iz� ��� � � � t7G � _ c�i ) _ � , , I� i=� ,� � --.- , '" _ _ T I I � I a _ _ _ _ _ - - - _ - - - -- • -- _� f` - . _- _� _ _ i ' � --- - - - - - - --- - - - � ..\ r i ._ -- -� -- i Izi t7 [ol�a C r1 � � � � / -- - - -- - - - -- - - - - — -�" i 2D ' 4 n � �2 �ii �1' / ` � .i $ _ , �, � -, - - -- . - - -'�� . i , � � . i — ---.-— _ -1`- ------. _ i. . . � . . —}- � ��..� ��h{L� �� � � � I � ' � I , � �� ; ~ / j , � i; i - � f�Z'F P� � PCThI ��> ; �L � I " � � M� � i ��� � �'I ' � �_ ° �- ,�- ._ � "` � i � I 'f � 57'u �G� IZ �Lf� '. �/A�3 � - - II �_ `._ ,=1l -- - % i � % ` �- - � _ . i L S _- - - �1"t� 1� E V��1 E� A _ I ; _ ..I _-�"-- _ � „ - �T� � %' f-'-1 �i _ � �.�� � � , i h � / - 3 . i ; � I � � eJ2 � � � (� r R , S � G�pAf2 TRIM T`1'P � I - #--- _�� � i j r'1 �- i �l P i � -�- - �� � - � , � �, p .� _ p ii ��-� f7�� �-S . � __ i .. ' ' � ZZ � . � � - - - r � � -- - - - . . _ � � � ra « � . � , . - j (.� 1.� � � �.I.UMINl1Nf U-A[� �.JINCpWS � �..� I I � ' �_ ' i� O � ' / l I � / � � � � � � I � � - � � i � / � i ' �rr ��sro� i� �-s ; �=_ ,_ < , �. � - ! � � . _ -V' �i f- ��_ -- - ---- � � F� ; I / AI3 , � . =, _ r ; ' d i _ ; , �� � , __ ��..,_ � � , -� _� � � � � �__. -�� � ri �, � �-- �, � � � t k � , , � ' , , . rl � I � , . � ; r i � ` . - I �"'� AI . __ . !b '__ . � • . ' - - . _ . . _ . _ . _,. _ I � � • , , . � � �� ' .. • � .. - . : I - ---- - - , �� � . Li . _ _ _ . - O 1 ' , _ T� N - - � _f � . � � �� � �- r ' � - - - � _ _�. � � _ ` � - _ _ - ' - _ � _ � , � ; :- - _ _ -r . — - ' \\ ' , _ --- � oo I V1 � � - ' �� -- — . . , . ' �- �, - '> . - — — - - � � - `_ � � 1 �: � ' . � , r �, I. v Cf=- � Pi • rl - _ � _ � , �- � � � L _ -{---"' - - - _ _ _- _- __ - - __ °, � ° w �, _ _ - , � – --_ _---.--- -- ---.—__._._ ,I 1 --- K , � � ��I ' \� _ ,- � � eTt ' � --- - -- -- - _f _. . _ . f - _ _ _ _ - - - \ ' � v -- - - - - - -- - - - _-_ � - - \�`� `�.� � `� � _ __ � i - - - � Vowa �- � ti , +� Jz � p C�� - - — -- --- - - --- -- . O -- -- -- - � : T� y E G o r-1 t� /� R �( z i r'l ,a 2-P a . 01 � --- - - -----= --- - -- - ---------- _ _ - _ - ' ` ' � ---- � — - -- _ � I21 - hu — — - - -- _ — _ - � -- - 3 --}-� ,_..� I, _ —I A i � v U I � � r--I 7 —� - , .� � / � \ � � /� �� � l� I � �\ - /� I ------ --- -- - - �� - -- �- 177l� E � , /'� \ _ � � _ O -� , � z 4 ' 4" '""' � . . .� �: . — \ � �-I P �o, TE � � � \ � 1 .� �� � - 011 � � � -- - - ; � � 4 . ; `� � ' � ' ' � ' \ _— � - � � - ` � � � �2 � ' I f � � \ � LI � I I . I / �J� .. � \ .��� � 4 I 1' �'T� ( LiV � I � � � PP O i ' � / � �� \. \ � 2' - �" , � � - ; i - � i ' v I , I � 1 , . ! , -- � ` I - - _ � _ _ - -- _ � /� � - - ' — — _ ,- - ` .. � _� � TE „ PL - - -- - - - -- - - �\ - - ' � — � �; � � � _ o u � - -- - - -- _ _. - - `- -- I � -- - - 2 — � M.a i �-.1 � i, � i I 1t13 / � a ,� , , s ,, � , - � � X i �� �� i � ,� j f - - - i I ' 1 � 2 � � � - � tc i I � • �� - -- � 1 - -- - - �� � � � � � b � � � � � a 13 �'�� � �� i �� � � � � � � � VV � j � � 12 I � � 1 i I � I � � �N � ' I �ItTT'E� �-,�['U7' I i I ' � i i � �� `� i , � � I : 1 L _-- �K.,WA"EZPRC� - i Ll._ � I , - = �' � A _ _ I , .1 i - - - - - _.1L I — — - --- - - b u i I d i n g � ; � �.- r� , � � . � -- - --- - - - - - i elevations ' i \ �. ... . � � � _ -`� : � � � � _ � � i I � I I I / 9 " - 1 ' 0 � � ' _ - i � � _ I i - I�_� .-_ l' � ' i 1 ' � �1--i ,d i �- 1 ` �� - ' � ' — — _ , - - , � , \v = , _ r, � � �h • , � I I—o - � - • - - - i ( o _ _ 1--1 ' _ �-r� fi L� , ' �r � '� --- - - -r -��- - - --- - - - � ( _ i � I � 1 � �_ . �� . ,� , � � � L o W 6 iz ' I � ,' �l I o ii ' � I� , i � - �� /� _ � / --�� -� ..�d . O I "7. • � j - ��, . " I y'` i � I �. - . _ �-- ' � � - I / 2 K I 'L P�E�L G��.� / , I y '"� _ � - � , / � � �-_ ; - - - i - � w� �cot�Er� �u���+ i �� r - ., � 1 .- �, � � __.; _i - - � - - - - - - ' - - -- � , F . � � � , , ' , - ; I � _. _ — -, , _,_,rtr u � r e : 0 ,— '� ', � r � � �--- - I , � J �� � ii � is5 �� t ,� ' I � , i �,' r .� � � � _ � AIS + l._ol.-� EP- RBY1310NS : - - _— _ _ _ . _ _ _ , -- - - -- - — � a o ' - o '' 7/ �1 /a � y � o o F--� r� P• � Y �P � i r--� � � -r � .� � -� �� / 'i� _ � _ o u �� A6 �' � 5 I c� � .�. � . . � ! '' .. �.a•,": :s 2 Li ,. _ � P�°� PI PZ - - P� p � 12 - . , , 4 � 2 _oi ¢ �_ o p � a6 �4b A� � r---� fi, 'Ti" I � .� o I � � "► � n % � - % I /� � _ �?" � � . 0. WcbB � � � _ _— - -_ _ I - — � — - �I7'-- ��" -� � W cn� �_ - � - S°� - �_ � ) i l.�'It � '" V �L J `-� - — _ _ c - - -- - --- -- I I ci �- �v il �� Vo� o � ,,, � ^ ' : � - `� ° b i ':- - / -. ��_,��_�� vo ,� �. y ,_ o, _ � , - -- �. �c �° LO� Y6 ( L IV iNh� - , . � II " (p = _ � � � �� � � V� I12 ' � " ,n . , � -- - - � � o I � �� � � � � �� I� � - in � � � :� / . / / ' 2•I I- ID" �_� /L I 5 - `�y2 —l-O - - Z � ''It I . � ��S f -��— pI.A"T D / C� � � 1, i �-+ ,s = — � _ , ii - � -rV I � (�� I l 0 � - O '� --- - - - / \ � ' �o� r, . _ . _ . _ � __t= _' I ' � +-10� �1� �EYo ;-it PN "� � U� ' ' I P � j � �l/ ---1� N I� Y . I + ' 7� ci I i � � --- - - � . I �'� � � -- - - - -- --- - - - -- � �_ L � ' f✓1 �3 �, bc- I -f G H � �-1 G E c IG � � f#� 'T" F�-1 � � i ` ECJ, ?�' • �° �'• ' � - '� ' - - — II ' -�°� � � ' 5� _ fd� "7,_0 y, _ � � �� � � � � i2 �� _I4!i . Moi �! h � �N�y.� - - - iori ' - o �� - "Rzu55 -r`fP I �1'RU� "1'`�'f', 2 � _ - - � • , � : � ,, � -- M � E a �c. � !� f-► � �. Y � - - ��,� � w �, � � V i � � - -- _ , I , F �. fz - 1.' J � ' �/ I C� � I`'t . 'P� C a � _ � b��'� �n. � ! _ o j BNTeY � � � _ Mp i r--� � I , --- - - - M � oo � , o � ` � , o „ � -- ---- _ _ , ; o � - o � , - — - - - - - V� J - ---- - - - -- . _ _ � I I '/6' T� I'S IG'o,c., - - � i _-- - - I II �/'d° 1".11 ' S �li�� O. L, , —� - -- ,�- / � O -�(P � � C/J t� � �+ U E � clayo'f i , _ — - - - - rt aiz �fy� � � D , �#- i � T�/ G 'R,o� W �- � , I I � r� , ��� � � � I I� ow� rz i � w W , � �� � �� � ' � � � I i P�PJ�<r '�lA�-+- � � l E P l� A r-� T E iz- C° °I (v - O u ` ---- � � _� � _ � �� � � I � , � \V � � ,,\ , ; � I �' B t7 4' � Fi '17 �s � � i - b ?j I� � � $ E G 2 G L 4 ti tO K E � L D 4-1 � R 13:' -� - � Y w m � 0 � � � � _ W � 1� � f� �� • - VL � O ♦� 1 w � O GJ � G T I O I�I - � �¢ �' P ¢ ir1Al2 Gi � co � flAZ-r , �J S � G T I O � • � ,d- ii � � � � � � 5 , '�i�. �, 3 � � ' 2 ' - � ' ' A�I � a� Qq a ' _ o � ' � M--� -�F - AI� � ` Pwzr�r a�L - _ _ , , i i � - - Zi � � � . ' � O � � � � - - P I P2 \ P3 / 1�4 - , r - � �, ' O 12 ' iO ' �_ A8 �'` J AB � �.8 � L ! rl m � � ` 2 ' � � �„„� W ? "1TI <i v O � V �7� I 6•O �.'1�[1- � � j - - - - - - -- - y� __ _ _ _ - --- - _ _ � , 3 Z � _ _ _ � q � . h M _ _ _ �r�.D. KiDEE ��}, I ✓ �. ✓ � -- � - . �=\N � � �� o � 1 . . I �.� ry /_. - - . _��� � � r� _ G � / / _ , � -- � ( ° - � ` � y A T�' I 4 �/O i � -9 / -_�� 1 p � •rl I - \ - - i� �= 0' � bCx_ - - e - -� - � - - � � g, �,� � __ _�8 *-�'-o �r-- � � � � � �- � . f I '� � Zi� -r- I � - �" -�-- - - � � I� [?, IZId�L - 9 5y2" -� i • O 'i I � q,� ;' i � i il � � T �_ Pt�/i "� ` , � `� --- � -- - �} �4 � � EC�, } - 114 ' � �i 8 -- - -- Ai °�, l , - - _ _ _ — --- � i I tt - - � - -� . � I I 17 - o ' � �° I.P ?g [ iGi 'f ) t b � *tE - - / � ` , i � I , i ` � _ ��"�- FLL�r� 1-rT $ I i i I j i 'Y � �� -- i - F' � I 12 ' - / , r I I'� O' � !'-� PI.�-rG / � i„sT G �.Cs - _ � � - � �`� � ',., - u� 'r'�( R 5 � ; � � uSS �P (o � nCi � 5 " _ °� � � � � Ii a I f 0 ' � O �' _� , � �N{'-- - - . � � \ ' I F�I.fi c� m � ►•� • HGNV -- 5' RAauS �,_�,_ ' \(o� a.AVIUS - - - � � �� �I , - - -- - � L � �/ i r1Co 10 Pj ' � p � . i . , d K�. '�' _ IO" {-`� � � 1-'I , � D _ �P � � � "1 2 3 � - � �` . � - k - -- t— � i � F.1 p � � J r, ; � I � ' T� U55 TYp 3 i - --- - -- � W - - - -- - - --- - -- -- -- --- P. N 7 -r � � -�-� � -r`�'P 4 I � - - o � - : .o„- - . � � � � � r� R �-+��v Q �_ - �. - - -3 ' ' ! � - - - - � - - - - , —I IoGi ' - ou � � I T Gb-+ Ei , --- - I I� i i2 , I , � 11riiG�IZf�zAMG I � b r i I d i n 6 -^ 6-L. - I , ' ' �ED.M _ Mr, � � � II - /s '1"� IS � �' � � ' i aectioaa � � I 1 I-1 Cm til, pr �. � � p " � �� � W � ,c. , , 1 / 4 . _ 1 , � . 2 f - - � -- --� - � � —. _ , � 7 - ' I O o - m �' �• V `I ' O ' - --- - � - - - --- - ; I , � � 2ML`s - - ! -- -- — , � � EA � - - - , i , � 2 � �JED Z. - - I I I � F, �J �. \\ � F- II - 'Yga "T"JI'S ��o'� �. G. 7 � - j � . , Copf�(ofs - - F"i � o/� , f o YC E Ip- E N T�2.1' �� i� ' _ � �� � � � �IS ' _ o �� °I c� ' - O " �- I i � , ��� — - -- � � 1� �1 lr o y.i � � c� -1 � . o � ' . �C . l`SF�d�f�lC� WAl- � r�•••� Co +� f� .^ u � DIiB : o �.iGr� t� A � ` ✓ � � ,� o , , � ,. � Ib B � � c. ��s G per� w � � ' ' � ° � � o ��� r HBYiSIOfiS : s � "! O� �lo - 1� � � � � I . __"- '"__ ' _ t � I � ^ PIZi Mf'� IZY UiEGo � yr� P- �Y � � �� � � � -� , o � . �� �. � � ��� A 7 � , . . .. ., , , : _ �� � i � . � _ _ . �;,,;.. ���� � . = _ � � f� % .g 7 y � � - - / � u �� - f-- . � � t� mE. �� A-t � . nj • 6 ! -- - - 1 I � I �� (pq ._ . (/�j \) ' - ___ � _V _ : 3_ - � _ _ ' - �- i i -- -11 - - - __-� i a Z . . � _ --� / "� — I �I II �- - , I i � �a � � , , O ---� � _ � � I � , � , '" , ��5 - �z - `� ° � � Go� bR- . - I -3h1� - � �V.S+-r I P-� � � � � � �� � � � �i' I TPVA "f� ( I. � � ib1C71 I __- - - � i - � 7� i � ' a �' � i i2 ' _ 6 '' ; __ . . -- : - -- - - ��_- -- i � ►' I„�.-r� < a � NE ) i ' P1.p, 7 � � � � �M�s � � � .�, � � _ j � I la � _ ri u I I O ' Q � I - — _ . _ - .. --- -- - � p L/4 7E j - , ' � I , i . � I —� � . ,. - - i =- - - _ -- -- - - I i _ �� - - I I O - o -- � ' � � . � J --± .. . . � -- l 1� � J . � , � J , � 1 rL^"�E : � 1 l . � � , � � o ' - d �� I � � -- -� _ - - - - � i j0 � � , � ,� I _- I � � PL�. �fG � i � . - - - ' - � M � _ _ 1 � � og � " o � 1►_ J ��'fE�-� D M ' H borG I I ' � �'� M � hl/ 2 � � I I� ' t�UP�f�-i N !o � Ear 'GP� • � � O i I a� ` �.'' �`'�'i'. ' I f � ' . - --- � � t-�1 , . 1'7 k� o � .- ; 'IV�� T1--Y - - - _ti I I � - --- � I '� E G K- , !� i �/ N C� ! I i 2 siirr. � I " MP � �! � � � � � 3� i til I F-.I � 2MUs -- -- � -- - - — � � i 3M�' 7 � � DO ' � o � - -- � - - - - , n --- - - - -- - � - - - - - � - - --- -- ('� ial �� i , — � � II � � TJI a7 Ifd� G� [. , —T - - — - - -_ _ - � �/� • - . . _ 8 --- - -- - - - - -- _ _ -- - - � D O � . p � i � V ✓ . � - — I I ' � LEP.I�JN� WAw - - _ . _ . _ . - -- --- - � � � Z � � � ! - -- - - -�-- - - - - - - '�� �FA�lNlo W.L�U.� I � 1�7 M Ca A � A c� G. \ � W � E t� ti " �,° �cce 1� c� v r�. p- cs � � � � �r , °�o - � � i I° P� ? i o I P� � D 2 �� .'-1 • � l, o I.-1 G� Fr. � f Cof� �,0leG .. � qo , o � � O °� ° - 6 , � l. o W � � � .r1 '�"P'�NGrt 'JP-^ I� • °�D ' - o r� — � - � � � , I� P-r� � rl -�-o t�I�7 �. I le ,- ,- � � � --- - --- --- - - - - � — -- - _ I Gi �- 5 �� - - -- - -- � M4 '- o �� � � � — O - - - - - - - � _- - - �i 5 �_� � � r,,,� � F,...� � Z � � , 00 � � , �, � � � , A� ; °`, � � � � � � A '1 ;;,, (r( L _ i r� c�E � � � " - — - - — - --- -- , O � l.� J 1, - -- y , � i2o '- 6 " I � � � � o � , . �� , � ---z' \ � , . \ Iy y ' o I _ . . � 2 �-� . E '�„-so � � ��--i � � ' -- � . � �s �C , - �, � o ' -- � � � ° � ,� � + � \ : - - ; _' - " � 3 �-o � � � � I / %" � � i � - - � \ - - - - � � ~ / , - � ' . - - - A -TT I G � � � � � �r���'S p L a !`� � �\ T� T , i C � , I � A i i 1 _ _ _ _ � A i i i - o i v � �A-r� � i - � � - � _ - - � _ , ' �� � v - � �� � ` � � --�i� o , o _ _ � _ � � �-- _ 1 P�.-rE � f , - � i 1 .. 1 � � � . " i � � � , --- � - -- - - - . f � � I - o k- -- I - - � - � I i � , - _ �P�a� / F �A-r c � ; � I , r � � --- � -- - - P �a -rE _ } . ' � � o ' - o � � , 1 ` , . � � � � � Io � � t— - I 1 b - o � ; I _ 7_— a - -\�� I �-�'T� � , --�- �t �4 � � • � � - � j _ „ w � � b o � � ; � I 2 i i � - _ Q il i ��� a I - - - - i i-- - �1 I � � + � , — � b r ti i �� v $ Yc �. �,p :� � � �=- _ = y l. � � � bnild ns � � � �, � � � , � � eetio � � � c- - - i I � i � A � � � - - -_r _ � ( �AR- k- IT I � � ' P. r , ; T� 1 / 4 . _ I . p . � — - - j I G H � � �-I � � I . ` H L �. I i � I r, 1 � � � - . - -- , � 6 L � __ _ �' I� ; � � _ _ _ _ - - - � h-� �` � �-.l ( . ' , � , -- - � - - _ . _ . , W ; � .�M �'S� ' � om � _ o �� - -- _ • r , - . - _ - - - - � __ - — -- _ . _ _____ �ML� —i _ - il"'�/� 1 � � I 00 ' - O ' . �p � , - - - - - - - - - - - - � � , ,�I ' � �� � � � � � � z � � i I { ' I I - !� m Y E ~ c . E �fsT '� T6P� � T C -7 , r7 u �AkJNG WAU, I � ! � i � I - i { I � � -a � � NTCz `T` I � � - � � � � , i I I - _ _ � � Z �_ on c Dli6 : i �' '4' {e. re t� �s i i q � �° 2 b . °� <° }� � i7 z, I G 12 �aTO � ACo � �'j 'T C' "'] . ci � i EBY1S ( OMS : � ' � �v Ho-� � � � �� � -l � O` 1 �u � � ; � � - - - - - -- - -- � — -- -- -- -- - --- - -- - � o W � P- I I � �_—l- �► ° . ° ' - — � _ / �o w 6� tz -- � i � 0 �_ 0 „ o ici '� 5 " g � . � � � � Ilo . Gi � � F--i - - - _ __ -- -- - „ �- - - i5 ' - 5 , Te � � !-- - - - — � �j4 _ o i � - - , -- � g � _ � �� � � � ` e 8 p� - --- - - ---- �- - - -- �.� � _ _ _ _ _ --- - - - - � -- - -- - -- --- ----- ---'' 4 ! ° �� � -- --� � n � �--� . _ � / r�� � � � � � �'� V � I 1 � �� - - -� _ . .� .. _ . . �� � a � j*� A'1 filt7 �a �'. � � ' iz � t� m � � _ � �. �[ � / 2 _ � o � 2 �- o '� � --- ! 3 M �'s � �� � ' FW6r�l � � � rn I VY � I I I __- ' I I __ _ j \ _ _ O /\�\/�] wl P�. � r� � Ti � ��I � I -- __ . Y/ � I \ ��1 �j['T'�HD WINDO(�-i � �. ; �� PRt.M � V-I� Z� �j 1 � � " I V i � 1�� N ` � �r�TCP�+ cf- / _ ..r , / -� I � \ � T Pl.? Tt � / � \ I� i. I� ? d i - i— - � �— r � , '' �� ' � � � i � � � „ � - - ; � �� � � , �„ II i � � — — - -- i l `� � ,.,�.TE i I � - o " II I i � � I � � fi � O � � I � i i � _. , � � ' � r � � � I � ` � f i ( '' � � � I ' � i , � ! � ' i- �: ` � � _ � 1 lo � - - - ` � -' i � EYCYs.� A�Z # p � G � t► i �/ I C�� � � 1G i T c H E i-I 2 ' A� M - � � W � h-'I fr i �-1 _ , , � z 2.iz �10 � +.1 - - - - -- --- I — - - - - - - - - � � IO '1 ' • O " 'i � 113's'� ?.11' y r^J. i(o uc, . > � � t I O '7 ' - O " ( l 4 . 0 ) - _ _ _ - -_ _ - � _ - - G � � � - _ _ _ -� i — i - - - ._ -- — � �- ' � I I ; F+i ' �`� 12E-yE �SE � � I� —..I ' �R` WALL I � ' � . i j i � � � 2 F--� . � C� � " ai �p-�o � �� O ,.� Q P �1' � �l �i 17 2 t °� e ' - O ' ' ( G 5 0 ) Tn rl l. O W t R- Ul •ri _ l� o �.1 !� {Z r ' �1 "1 • e } ; °I �1 - p ( G 4 . 0 � � � "�NU'T � P'�"' �f � �1 �.�j � ?f� �'-� '�O r'�bVYi.--� CeT-7 � �/ � O � ' � �i F�'1 - - ( 7 ) 5 � G � I O I�,J . % •4 � � _ Z � � � �J O O � P� P.� f,, e, � � N � ? "1 ; ' P'1 1 �.7 : � m � � �i � _ lai i�c� � -. tz b co E � � 1.' J 1 1 � � I2Gii_ � .� � � 3 � � �� 3 � � � 2 V ✓ � 3ML � � II �` � �I � �� '� \ z i -� � o � � a .� �' � 2x12'ail."o,c , � r— � --- --�- - - - - - y� ' I I - - - — - - yM� �. � JMLc "l o. � . � / -- ---- " - � -- - � � p � � M ��S _ ; � � , z , � ; - �2 � , � A � i ci �/o � r� \ ' I � . \ " `� �- o " I 1� � � 'rfir. �/ c r� \ ' - � I I / / ' � "� i � �.T G �c� . I � � -- - \ _ , -!% --- � i I � _ o u (44 � � H� f°I. PTt� � i2 ML'S � - -- - II (i .' Do 1t$ � _ � t� liP "T�^ � �t�,'�' _ o H �Pr� -- � — +_� t114 ' � Qau ) i - � ( 8 � F,ti �. o� c:-a5 . \ -1 � I 4 � _ o , ( 8 � ) ji4 , , y � , \ , - � � i S i � 6 �YonD -� r - - - , -. _ _ _ � o - . I - - \� - �n ! Q �� � , `/ I � 1--1 — - - - I I i I , , i i il �—� � � - - - � I - - - baildins GL. h-IPt�I� � h-� P� �i T G t.2.. �j E i� �' � I .T1.} ,� s e c t_i o n a � , 1 / 4 ' 1 ' U ' � - -- ---1 . — � i M P- i F.l i � r , - II '�8° TJ I � i� o, c . --_� 2 M V 5 ' . - ---- _ F-/I p ( -i } i Y _ _.. 1 : I i—� W _ _ _ _ — _ _. _ _ . _. _ _ _� J +. � 07 � O � , 4� ZM= �' i - I( yg',� T.11a . iV'AG 3ML's M �'s -F � G "7 � - O � � � � � �- ��� - - - - -- - �yCG, WA�- L � ' � i,— - j-- - , L �L � o `� ; 1� G C ..1 T �. `Y '��\ B tz � � . S " \ i ' � T I !� . � L G i-J TR. T �y � � 'y I I � _ - - � < � � -r¢Y � r � ,� ' I � I 2M�'s t O2 ' - O �' � � �� + � p 3i , � �� � , --_ : y I I � I i L- - I D / T8 : _ -i I1 � � � ` Q i R c '1 . �i ' � i l o - � � °4 <0 - 'I H �1 � ' t,. � i I � v o i v -f �/ � � , ' _ - - � b F r� � � P� zi $ 4- � E i� 4- p� I I I , ` , eattsio � s : � ' I. o w e � - � � � -; ,, " �:r Lm � E � _ - � � � _ o � � - � °1 "1 - o " C � .� � - � . � T e Iln - O p � � - g " � 6 � ' H� - - - -- - ll � , 0 �� ` _� � -- � �I - �- 'y— - ��� Q � ', 2 ) —.� � G T" I 0 r--1 • /�- � ' � GJ � G � I O ti.l • /�- " \ A V g � u \� . ryi o �, � '' E' � ° �� - - - -- — _ _ -- - __ _ - - — -- _ . — - - - - - - � � � � � � �� � � ����lf� / L1 � Ll , - _ - . . .. . I � , - _ - -� .� _ � - - � � , � '� g g - � \ � - � r"r , T� � I t�l _ _ , ^ , . �__` ' � � � � � - _ - - � � � � + - 1 - { � _ � �-- -- 1. �[ ; , ; � - �;� _ � � , _ ' i � � o � � -� � ,. 1 `� . � r ' � � � �� _ i � � � � � � � � � � I I � � � ' F--� — t ( i i � ( 1 ( 1 � , , , _ � �`� � � � , � � i � i I � i 1 - - - -' - �--- - - - -- - - _ - - � . ,_ - —�, , — — _ _ _ — y� ` { , rt I j � I `, � i i � � ` � I � � � � - �_ . �1 �. i-7 �i � - � - - - - � - `- ---- � � - � � - i , r� � � i _y � (21 � 4 3 G W G . - - - � � u �.-I G 2 4 �. b W L b � � Z� 3 �i W 6 ,\ �2) 2 4 3 b 1.-1 2- � � _ _ . _� — . � .� � r - � �? � � - _ �— � ❑ _ � � � � , , - � � _ :� ` / � . � L_�- - � �� � - - -- � �,-�� I - -r� -;— - ,, . � , �� � � � i � ' � � � - � � , - ,� � ? � i i �� i j ', - _ r' , � i � � _ - � �, �� � � I � / �, _�, � � - � f- T - � ' � �� � , ' , � . � —� � � � . � � '�, � i � u � � - ' F � � _ � - . �� i � � - - � � , � I � � ` , � �� � — - - � - � , , i � ! . � i � � � ; r. - � _ ' � i � � � � ; � i � �- � � � oQ E �1 - o �P� r I I � Y I : ✓ j I �_- � ' , ' _ - �� � � � 1 � � � - - � � � � i� ' � -- • - - � �. � �� b ✓ . � � l I _. .-_ . . .� 11 . � -- — �. � r-- - �- - � k� �i- O l .- f - � �' . p� o o K.- � �-- � — -- � - - � � � - - -_ t , _ _ _ - . i ' �� P __ (� I C3�c �. / ff � � T6rZT � ' f� P � �� #400 � i \ F P �� -r � � ' ' � - - - -� _ ♦ • Y _ _ � _ y _ � � � —� t 1 m � � � V ✓ A _ , I � `I , I , , � _ - --� ' �, - , , �, - I - - - -- ' - - i ( , � - - � . , � % i � ' ��_ i � � � �� . I I � � - � � � - _ 1 � � � i . �� �� �_ -- �' I � _ . _ __. � � , -_ � � � _ ���� - � - � +-F � — - � - _ ----- - � { 1..- � - - - - - -- - - - I � � � � , 1 � . I I i. i � � - (2) ia� $ � Cti ) `1 = eA'f 30 ov � � c. � � �� 3 � L �irjG I � D� � � s8� t4 nl-1 15d � '� � � $.c. 3G � sac. i� �� 2 � ¢i� I � " w � Y �� 4 b G o0 r YO I � � s r� � 8 u� �� � ��� ..� , �_� , �� �` � � � � � ,_ � i � I�. I � G - � - � � � W � ; ' -- � � - H .r., . - - - - - _ - - , � I _ y � � O \ / � ^ �� -- --- - - - -- - - - � � r'� n ,Ti _ \ �� - ,--r •� � I Ih ' `-�- - w � I �'; r- - - - � ! `, , -� , , � �\ i � � � t- - _ -- _� -- a � .. � � \ I � r , r—; � - - ; � � - � ; � � ��� ; ��� , � � ! � _ �� I _ , � � ,__, , � � i . , � �� ; � , - _ � , 1�.� � � � Z � � � i r� I � � ; !_ � � � � � , I _ I k � ` O O � �- - � �_ . — � . , � � � � , i - �-�- . .- � � _ � � � — - - � - � ao — -- - � � � -- - - - - _ , i ! � � — -- \ � ' - -- � -= - — � _ r � � � , � L4PJ C21 'f, sF T/' -o p7Gt7 ; 2 "�jli MG 3G •i�. 7 12tiGg 7, /0 `�hb SHOy+ ELt TUIb �A �-.JiT'r h • �'iHOI�-� 6R- '� T �.k }�j . TU ; � � � (� �� �_ �� � \► ✓ z � r--� _ � . � . � . � � . � . � � z _ � �- =_ , �-� __ . __ o � � � _ , f-� •,..� - -- _ _ W 4i � ,- - - - ----- - - - � � � 1 , � � � 1 �� � � _! _ - � - = r - �r � � -� �� J-- � � _� - , _ I • I � ; , ,T�- '- - - �' � i ;; . � � ' - - -- - � > r---� ' - = -- - - _ ,— - - . �( ° k t� _ -- ' / ', ` ?� � � �' } - , — � - � - - __� ; -- � -- _ . ' __ _ � _ �-1 � r' . � __ _ r _ __ _� �_ � . _ _ , \ � _ _��; , � � - - , � w , , - � �_ _ � __ . - � � � r � Q i , I � , � � � , - - � - � � - _ i � � , _ . , �� - ic� ) � toSr. (}-1 3i. 14 � 4 'rb yi �o Jsam. F � 1. 1.E � 21 SH � WEI2 �23(i MG �i4-lob-aEP Z4vyg oPE �-1 o ? E �-J Toi �. ET ('Z) I $ Tiy �, o SNOWE� I23ri r� hEai" (2) i �-vfl (�j 24 �/h�j ePF�1 oP� �-I Toi � -� � f q- � I° f� �--� � �=—`'�' � , 1° 0 1,�I p � � � ! 2 , (� t'7 A "1- N S � '� ) _ _ . ) _ T � � � , o� �-T'� �� � �' � � � _i E ���� � ie �� � ; w — - r P,a � r -�r �.:�' � , ; - , - - -- � - -- - � j _ , � I - - � - ' DeT & : , � % � _ � I j � � i � � iz � � ' "� � !'" �� / ' � �_ i: I Q B Y I S I O I S : -- _ . _ � 'I � � ' 4 / / � s -- - � �, L'-'1 _ � � ; �� . ` ' I, � � I �� � �; � � � i � � - � � ' /� , ; � -�. � � -- � � _ ,� � �- - � - - �T � , _ �� '� � -- _= _ _�-�-� � . . � �' � � �. i - - � � � - � � : - �� I I � � ; � � "` _ I � I � � ; - � - _ - ' � ,-, � � � - � . ,�� � i ' ' \ � � i � � i , , � ; � - ; ; _- , � �. � _� , -- � � � 1 � - - - -� � � � � � --- � ' �'_ — -- . t�� �- r LJ t7 � 2 .�i (� H � hHoW � IS I� iNG1-� oPB �-4 24 �/�i$ IZ`� D�� �i . R�oR. LIH � I-� '"o ' VE "T o .f' QF-1 'io r�EB T- Iz� i-lt� IZ'� L r1G �2) IZVDPj � -�y8. �s . t7ooR- �1-� � I.-tER TotVET ( �ti � �_ ?� � fJ p R �,- 3 ., � �I�' .� � T r-� � O O �I � � T �-+ 2 �J � -- �, , - - - �� ' _ _ � � , � � � � 1 i � �� � �i _ -�+ -- - - -- _ . C� �; �} , _ _, , �; �� � o � � ; i I 4 � 242two �, o3 � wo � _ 1 �� �,� r,� r,� �� r!� i� _ t o � :! -- - _ �� � ` - i i ' C� �, � � � � - - , �� ; ; � � ; 1 i ' , . a ! I � �� � - -- � , i � _- � � � � j i I ; I I ' I , ; jI ' � � � ' p P E �-� T O 17 i N � �C�J I , ' oPE IJ 7n 13RF.f++4 � , � i �� , I � , ; 1 _ _ I � ,, , , ; � - . _ , _ _ _ , � ; _ _� _ _ _ - _ — _ _ _ _ _ �_ � _ _ � � � -�--� , _ _ T _ - _ _ __ _ _ _ _ , . c� � � �� ; - � � -- - � � - _ o ', ' � i ' , - � . , ; � - j _ j , i - � , ' � _ � r � � � I -- - ' � � � � �iCi T.P^� '�T � �iT,°a�-�'T�'� 47. � ICr° z, 0 ry �i (2 ) � ?. i7� 12 �a2•iy �,.,t � a. T� ' 21- bkl 3 �. ht� �iG � �, $ � 3ri ��sP�� � irs 3oov6�J 16 D � `lti 'r- vs ; °I Tl�A'y' , � � `' O O � I �T G l----I � I�- -; w � , Tl � V ; _ . � � i _ / r ' i - -- _ - — - / - w � � ' � ' , / � � a , � � � I � ; � �� ' 'r' ' i — v , I � ' � - , �� � � ,�..., O I �V , � _ -, I--- _ �_ _ i , ! ' ' .� :! I � _ � � ! — � — - � , j — — . w � I . 1 � � li—- ? - � i g r � - --�-� -- _�_ - - -- 1 i r- _� —7 � � ` ' � N I � ' � — � � � � - ''� � '� � � ' �-- - I i I � � I i 1 � I � t �� I i �i i H� j� I � j ' � � ��. ' ll � - - - - � L - 1 I . � m �I i 4 J � - � - � -- , ; T � I �� i - -- - -- - � � ,, � _� , , � , _ _ o ! � , . , , � �-' � � ; i — � � , - . . O 0 ,� - -- , _ " -- - . L-l. � � ; - . - - - , �` I . I . � a � `I � _ ; , � �- • � ! .- � � , � . � �--+ :,I _� _ � _.�_ _ - - • � i `, � �, , + - - � - - � - -�� - _ - - ` T Q� � - -- � -rei LEt �2st (p r 1 � T , fL� F16 t0 P�Cl� �' • �71-� OW �6Z LI N ��-i g • �o}.�OWEl� TLI� �J - �iHo I'-1Ei� Tu �> ; ?.�F.GIG `�Al�l i 'T ^� TLI �! 6I 177E�CK ��j ) 12 � DP'i (Z;) `� 'iP � � y ✓ � - . � �� O ¢ - � � � --'i - ?� �.�, -r ; � �� � � .� � � _ � _ _ _ - � � � � � o ; - -- - : , - - -- � -- - �. , _ - _ , � � o c �- ,I I � � . � , � � � I I � I P � � ; I � `; � � • � I' , . � � - � - - � � �'� ��-"_ � � � - � � I � -� �, =- I I \\ � I � - , � ' ' , I , , - . — — � � � � . � _ � Q 4 . � - — - � � , r _ , � _ � I 9 Gi.17EiZ-"�A � ti1 FP f7oo {� To � I�ET � �O ��s $ b•1��•N j72Y � 6 �i.- 7 ''� 1°--� ,j � �l . C� � C� l� I �/ � I�I C� � P O W D � Iz �� L A l.} I�l D I2 Y � C� � .�a �,� W '� �� � u-retiia� ;� E� fs,i�,Z' ` -5 /b �� � � � 1--� II ^ , ! ��� �i - � � � � rt — yeco�,a.,�. � , �. � � � nert : q , , i � � �� � � lz. � l � 9s � ;� � � �� � � I � QBPISIONS : �. /z � / 9g i � � � - - _ : - � i 4-/ / 9 (o � f . . � � p � � ' - 'I il � � _ r - - � ^ '� `J � � � , i / '. \ i . i � � � � I I . i � ' ' \ � �� ! � �{ i � i - � . . , ~� ,S � , i� I / . , , - _ � - � - - - ' - *- � � � I ,- - � � I . _ � I � ;� - - � �� - J - � 1 1 � �� , ia 5o h � � 2 � iz � v � +� v �� r� h - c� � o ;�-. �L a36 �o h �a- '1-o � � �-j ti � � � � h ar� � 12 LI41E !-J To � � E T Fiwer_ 24 .� 5 � s . u�� u � �l To � � ET iz3 � �- i � l � P� Toi � ET 24 � � � :� 2 �/ � � /. � � � � G' �� � � � � � -T- � 2 �:� �J �� � � -� � � ,� � _ o � Tr r. p�- wti �., N � - �-e. .� U�,a, , 2{b R- l�DI��D b�'Gi�l t�l-� vl-� 4�, �p zr � a. �-P�-a--5 ��x�r�r+op �� � oN� ' � . , ; ; l 4•1 , P M � bN� h �. pN , , , r _ _ _ -- �, - � , , _ __ _- - nl ; P��e� � S r� �+r r+, _-�ts p r� -�- , --- �_ �., �� "- ----Jl N g e/E�+-T �P� M i r-E(� � �[ , `- - �; avr.-� �+..t�c-�'� Cc�. o,� c. 'i�� 'h�-r > , -t�( P �o� P-� F - I�-: i/�ais- �� �,_---�-`---- v� O � � o4�t � p,�� �•.1f� f'GP- STP�t�' --- J - l` � �- -- N 0 - -��r.�M fi�� S-r�.ucT � -- -- �. 97� cGO � t.i - °.�^db _ . �\ P" . � , �j PP I-� > � g v ' ` 1 , I P F-�'�'1'N r+v . 4 '�'�� ` ` -- � �O • � , ; � � . � �'�'� I � � � ��'F� I N � � - /\ Y I � �� O r/ . . � � �� � j � � '- ��..� I �I� ...�\ � %l /y ^ � � � � _ 51-+-r M? �. G t1R'E-f�- • 51-�' - ! /��� � i� � \`� ,�-Q C�� Iry � � ! 47otJ{� LE 2 / 4V-lr� �- O� j I � ��� _ ! �_ S�W� P+�'t'� �s �` �'TG5• i ,� ` � � _. 1 � I�EGT �R-�-N � _ �+�-�� �. t�p-ov� G� Vi '� WYP . 6D � _. � I � � / , � � �, � - � - - � - � �s. �' �. I rzs P�c.� ' . � . Q. c o l,r� �on � _ - � � Gm r} i? N F�For'I = PH . 'Tb _ %� R-�'• 1 /r� I y , - _ _ ._ -- - - - , _� o u - � C 5T P�J�'N P-�-- � , �r-� ; �\ � 1-� ° N' f3 C� P"� PF /i al D '�- , l, ' J � i � ' ; � ', � `� � M°, I � � , � ?P'O� IP �. Ful+- Tal�1rt. � ' � 0 �' � ; ,� � ' '`. � � � �� IN�SIl� . c,or-�^r' � , �g u M '; t i ` � ,, ' � , - -- • 7 1� ' J ', � ` � , f G�'P• {bDf@ IH'I' CP- IoP- tfi' � r l �� UH rr . <�ia-� o � h �L. iz. I � � L � �-.� pl'' � 'r� � �.. l ' _ ' ( 'T� �- ti , pI� M 1�'�oM � '_. 2 � � (�+ �T�*?Io1-r5 .> �� � ' � YP flP dN �5/8 " G .e. vr� v - � � . - �� �l..� Po P� � p1W r�.P- �y� - - - � - - - - ' . � , � i g ��'' W - - - --- — � - � � Q,'�. � � �! u J � . , ov � �G k- � � � �� �- � �� � �/ � N T C� w ,�-�-�- p �- � ' � � � � '�z�� = I ' _ o '� � �1 � I i � � � 3 � i�zn . � � � dii � , � ,� i l' 1 � � � � ; - - - � � � . I P �3'1 UGc.o r-�. l� i. • -- _ _ _ ' � � , � `� � Q-E ; 3 /�- 13 � � � �.. � 'T'f P Go4� � p-G�ca � - � : 1 /isc I'3•• � • rl / / �n O � I � �; i � � v 6 � _ I GaP p�P� FLl� rF I ri r. � ; ' ` •��0 9Z � S � °LR� P- , ; • - 3 " .� �Zii i � I . � ��� _o`�`__r�� , � lsrP 8D cr-1 --- — — - - -- �— - �'�- G° °P�P' Fl-�/+'S�-+ I N [. r• rl - _ - ------- - � - - � T I �z� i � � II � � ,"_ _ ,� �I v ?'oR- I�+ Pf- IF$. t�1-I _ . ---- �'� W _ ` ' ' C ; , ' � � ( If -=�iill , �� Vz' ��� � G � �, � , �� � � , � � � � - - ' - � �� � 9 a i ;,. _ � 2� �2R5 . c � P� � � �i � ;� � - - - �� y � � � , � ` � � � -__ � � � t � � � ��� �� d� �u�'` � � � -; -_ - �L<Ci P �P'P�N D�G. �LOt�ir�'b �� � !.�`�� � ��tn 1'�-o'T EG'rl o N �'P • O I-E �' � � � �' , � �a/ yi " Qt_,~�W � 5�++ � � ' � i �-r � . ��.�- � � ~"P - PP-ooFi �� � � �i �- r�eW �j � � i - � " GoN'j"11�I $ ... OG {rriN f0 . _ I�EP' 6TP'�� C� � � ' 1'i � 'Tf-EI _ �i. H5 Iv �-+ '�'IM' E� �r4 (- �- r. � 2 r I 2 y- � � Aa, � � Q � , �'., ` Go iH E R� i 'T'� y � � U � A �+? bG-1 oP- �.GGIv� H !f $ �-� TG. �I OP- \\ PEe^ �' RtJUT � �. vc l� oU^r -Tt9 GoNGfrs�. L ° � � o � , . ouN f�� l o �'-I � �5 �,I. 35 �� i X !o '1'� l� GEF1p.R- Sc9FS iT � � '� � � o Pc� �R �- UG�- . � I - `�f, yT I�I � (�l� Ir 1- 3/{-�� �-{00 D �l' P'1 M �OJ{ `i O �"t!c N G Fi P� _ , � � I � ' ;/ �, � ri �, � �-� � t /1-13 g/ u ... '` � � _ _- ---------- ----+------ HM'ch iH? EP- � o P- Tw� M � � � �� r1 �o� mF �,s C.E (�fl- = �� -- _/� ' _ 't`( P 5'TUC.c,c� I�-+f► LL � (�S � , . \ � � T � P� Gn�H.� � � ►� ooF- �^Wn'f FRoM s'T � � 1- � _ ` I�E � ''/ ,�i �i � � l� ' J , � F1 LL 1+1 / ��` H I NSU �f�''I'iDM _.•.•• . , 6 ----^ , . ` - - -- _ _ ��. ot� ay.r.�''i Faa K :" � , � ? ' � � � � iLL I� i �oA �'' I �� �'Tiorf � -T`1' � � � � �- l�� � f-�� �- � � =� M � h c , o� v �- �.s 1�� � �I � !- � -�P. �-�- � � � . � 1 � � ' y " � I ' - o � ' � � � i=„�� � � � . nii 5 3/q. � _ 1 ' _ ci� 2 1 � �ZN ,, � � . oi� � � � � Q � � ----� � -- — 'I'`f P, co LP g-�o F ; . to S r�o d'T �-t G �{7N-R �._ ��f�- P- �r+s� �F�S a+ � II I � Fu �- �--I. R I�I �NI gP�t-�G. o r-} � � � ��i sor-iDS-toN� �*� �i-*irl P �P- 9-r ��cT'. c� ,-� � E � I� 6Fi� Hs � P� I�o� �� (. � IoI� �CT's �I PPIE- I'� �P-a�+{ - 7. rt 2 �.�.TT� H's Er„ h1.�''I' or-� F 'r# L G�-r�►'- P-- s:o F P �T p� � sr P-u� , I 2r � 4� s . � C �"'' p"' ,_ _ _ _ _ __.,1'�� 9'to � � �/ ��-+�.� - � � I /� 15 � P+A M I r4� P� P- c?wx�T h�� h--I S G �W� F3I- aG � +�.H�� FFOF'1 -�'iT�Fiv � __ _ . . _ � � � �• • 30 MI t-1 R�i.'f`T' I MS . V 1 f"i l.-i Iw Ft�+. i-'i I r'iS • I � �__.___ i � � _ _" ._� / n �r � � � i -- �--� � _ � '� � �7 P � W/ w�"oP- �p^ I'-P-' � f- � � cotP�,p- r�� +�i � I � -�� I F.�-D � �/� � � r � ��> Q io1 ' - oi � — _ - - � � "�� ���� � %� �,�- ��� �-t1NL , uN; TAl6s -- _I , m _.._... ._. ._ �� �'R-�'GFi �W CG I 1� :` . i � � ; . �3" S C A 6 E : � � � � 7 7 � . .. �'� � - VARIf; S � � ,� � , � � � ' � , 1 � � . . . � . . � � , � � � I��1 J . , . . . , � ,� - � � ' � � � � w � � i i / _ � y,� �.yJ �/ . . I � ' � � �� � � I t!`v � I � � � II ' 'j c'T � ✓� 1 . ' j� I� � � " � I � w I ��. �' � 1 - - - , - t J� � f ' % — f � ,R-E.D W ao P , y �. f � � 2� to ¢ � ��pr• g.- � . _ _ . - � , i � '��G t l h f� o P-4 J 014,1is � u �° o - -/ � � � _ ,�riR- S? F-UGT /�. \ � 2s � � , _ / �.\ � � ` � AI , _ � GOPPGP- �' I...�SI�t� (� % .�.�. _ � F- I'}.oFI � .; , � � �u �� � P G o lii� �e-oo F � '. 1 6 12, 't I ' _ _ � ' . .. 5VL" � � 2t 12 F- S G �9Ag-+ D A T F: I '4 ' �1 � � , � , 7 / 09 / 96 e ' � f � Y �,_ i - - 2 +�lD"r� G �W'g" R E V I S I o N S �v � 2f iy � 5 c Era.�p- , � � : - - - - , _ . / , � � � � I � - � ; {ioo� P✓- H 8 G�(p . Pjp oH �! P.� _ — — - I � _ � , _ 2f � TWM ca. '�oF- t'(�P-S � � � �6R-FiF..� D G�- p,oG � Poo �--.. _ _ _ _ _ _ _ , �� � j_;_—�� ' _ - _ _ � - - - - � - � �'`` (�� : /i� H G� �� � � �oo i2- �+ ��� � � G-�-� I r-i N � �.� P � "TY P . �..�.�/� � , . � � � � � � A1 � � � +•j �� .. � ' - ai � (J.�MC'U � � M� . �P � �,� ,� � � � _ on � '-�•r �� _ 1 ' - o � � � �y �� _ � _ oi� � - � i , __�\ , m 3 � — T{ P 5-tu ��o vio� �_�- - r-E � 3 /� � S w ; I , i -- - - � j" ' I � �_ _ _ ~ � - �---- ++� a � ►- p� sTwc�r . � O � l � � Gc PP�r- � L.t�sl-H N ` ' 1 u I i � ; rn � n � I v ,� �� i 2 ��` � � ; '�ll--I.. �DG�-olr� � � i ; ; � � Y 2 � O � i � � � rT o I`' 24- b^v+�'� �o C `( I�I 2 � !� � s G Era� P- 'f'P-i Mf - I4R��tE�D � - � � I "'------�- . , ', - � �- � z � , 6 f"V P� b � s++r.� P'�'� Tt�h� o � �_ y , G � �i 1 I � / Q � I 2 ! . � 2 -� 2�r4-?P-iP'!r'fE-P- ' � cl.-�� r� I N Doh� - �- �v �N _ I -\ ' i \ _ � � ' i I 2 � ._` (� �-_' '4' � �I'" �IM� P - Fof HFA W` P�uSGO�h+ R-1� ,}"�cn � H � i • � �t� YG.�vI.C.- I��►pF�- '� � � L.i.� . ,� �,��.Y �.�-w..u- u►-b�a- � � ' - , rP,•.M � �rr� .� $ E�+ � Hfl C� ' �art�N + � }-1{'�a+. D H 6 (� PS � � _ < — - --- - , � - - �I / J _"�� ` �I .}� 2 G � - - �' � ' O _ -- ---- - - - -- -- - -- I{ I i -- __ . ci„�,� NiNnorl - � �' .1�1" b . _____— - - - __ li_ _ � (z.� 2slv R .S . GEar4P- . l� �l - -- - _ - ; _ l/��1 Tf P N i M bo �-I �l.-� � I � Ob �"���� � OI� 1� � � �C �,�.I-�T � 1` _ � Ii ' �2� 2f12 '70 VMDEI�+fa ' DE � /Z �' c � � - pl � � yyi, � � i , � u � - - - - —.__ . _ ; _ � I 2 ' ; li ; � 41'F. i oP F-f6� 7 ��- ; � , . ra-� � i , I ' � _-. -� � � � �_ . � � p . F P.l+ L` p u i -- -- - -. _ � - - -- � ' W►N d �F � -- 1 �; _ - �' _ 4 ; � � i� � ay+� � ! ' , py. r� i �a aor. rr � � � , � '' , I � � I i ! �C � , � � � I � _ — : ��� , cl.�t � �+ � N onw • �o' ' ..1.� � a ' (2)Zy �. ?o g o� ` . , — 2 ,` yc. '�4" p. � �I �m 7 �'� " �'� P TF�+ ^f NbP- � � " ' _ - 2 _ � �� w /� � � � I 7- ' � - - (� +�1^ ' I , � �{ � � ' ` Z` - � ' I . � . ��"' i � __ ' � �'Y FtE/��P I � , ,. F-I � P , i Ii , I ' � I �I . ,� . � ' I � P�D IU �i � �' I 4 � � P�P '�5 � — I — � O �'� `- � . � � �� � j � rl t � � � � � �� � i � �� � � ++� -� I ! • r-I _ � V4 '� `) � HD ' I 1 _- . - - li � � ' ;� _ -- -5 �8 " �Y � po, orl �y�, P� B�� � GP- � ; i � r � � I � � , � � w 2�b „PtMM�F�� �, j i I i � i i � ; I � I I ' I I � a � � ' � i I I ' l �'" I I l i ' V - - ' ' -- ----�-1---- ---- d', � R/�D I I _ y._ -- -- - , , i c o�rt � rl- ; � I � - o L �..� � I--� _ . � � . �.-�T �- � rr � ��o �+ - ; ! � ' - }-� �s� I� /S I L l. o '' f� o � - o Vt' � � �,.! I f-+ b o I,.� J-� I-'I � Q '� PoP • o U'i' � � 1 ;-� p o � � 4 � � i �I� �-�I ; I I 3 �G M I"TF-E Q GOF"� E► P-�'' i � (Q�.pt,i.> ' � � � ; , I � I. 7, ii a l i � pl � ' y� l� o I � - dll 0 ' II I � � � � I I � ' � � � �� r � � i , � Ili '', � � � � � � P` I� �+'` P wS � � � I I L � ; �. /' 4 ; yk " cv N �. ' ! � � l � - ' ' � ;� -- - ¢�c IEtv Er Go F+* � P- P�E/� � —t - : ; _.. I . _ —� � � M � � 3 4- JA M B I�E P-F �' o - � �- --� — - 7 , i ' � , . � � - � � �� l� ' J � l� ' J � . .I� h�I� � i T�� M P�P- ��--�Y� ��'Sri'UG� o � � ha �► I.. L. ' �/ . . � � _ � ' "�P s'for-�E �NG �F- 'r-I/►l.l.. ; ; � 4�/ f" Ib G�r'I�. I'f'PI'PIOU�j S'TUGGO %(Pl. . /:' // � / T . , , f� u hleM , sTo �-IE. �r.G � �-} � o `� r-I ---- -(� � � - - -� � P- MFP- i � I GL.ASTOM� NG �� MT �� / : , / � E3UIL. PIt�+ G �.-JM (� el-1� � , � P I �i`� f�loP- boa v o �' I � Do �l � I� E\l�T 1 � � N �� s�+ p� �-p � � � � �. P � � � / %, � � � � ,,�{ ! � ; / � I �HEr-, � F} ' rl 6 EP" sT P-uG?. n � tU �j v � � � I I � � P I_ I �--� ti*�,"rrh H � �� P- s"rP{k i� o N ; � ' I ' � rl / � � (p � � _ � I e.r ro f P�-i-r i N e I.I / � I't �r I ►-�5� • � %� , �, � � . ��` � F �H � r-� � � yjii s � i . Oli I/t � ' ' � � � a � � .�. t 1 � P- I i � N P.�"!" Ih�S L � O -� �t�� �+-r To a � P r �� a .�-r � � , : � � r u � �- , i i ; � , S'TUCCO !� pG '!� �GW► �41� G�' Iw h�'�sKf�LR-V+ �-� ' � � � . ' ' ; '' m : �i � t�-•-7 WINDOW & WINDOWED DOOR SCHEDULE � � � . � �� I � �� �� ; . ,�-�+ F-� �r � �� s-- �.u�-r . �oi'r EP- �tl� t+l N b � PRIMARY UNIT SECONDARY UNIT �� � �,; 2 � � ,,� j , , �' � . ', . � WINDOW a tiOM _ S1LE �1YPL HD.FIT. DEC. a NOTES WIN[X)W q NOM Sl"LL' TYPF, HU.H"I'. DF.T. H NOTES �" �t� � � �" �� _ � �� � �� H�,G� �� ���� K 20 x 36" CASF? 8'0" A 2'0' x4'6 CASF. 8'0" t , . ��� C�U�� �rM . � � t. s o� x a e° c��se s�o° nc B 2 0 � X a b^ cnsr: s�o° � — — 4-�G/` b Gr- P EI` Q'Tt-{w"i . I Q �.X'r . i M 2 6' r R'0" iXx1R 8'0" C 6 0" x 5'0" CASE R'0" IX. ; - r � H N ��0�� x �'6" CAtiF. 8'0" D 7'6" � 5'0" CASI: 8'0" (3)WIFC F , �_r—� 2K �. ri G � W►0� " r� �"1 - 'l� 8 (�I.N � i � � ��M� 0�� � f� R-7 H/� I. L O ��6" x R'0" D(X1R 8'0" F 5'0" � 4'G" CASI[ 8'0" DC / i P 5'0" a 4'6" CASE B'0" UC G 2'6" x 8'0° D( K)R 8'0" / ' ( li r , �n Q 5'0" x -1'6" CASIi 8'0" DC y ����� x 3'6" CASIi R�0" /i I �_�� �• f� f'IT L � pfL'f�,.y1� L1- G6 �}E{s- j i 4� II v 1 R 5'0" x 4'6" CASF. R'0" DC I 2'6" x 8'0" LXIOR B'0" / � � t �+', p w � r � pn µ � .� � � J �► 1'1� s z�o° x ��o° c,�sF: s�o�� � s�o° � a�e° c�,s��. s�o�� oc i ' P�,�...�c�u �.rc G�+ �� � .�.°�I rai � � 'I ; � w li-r D � Ll.r F4hM f� �jc'T E.N'S I �#� ; ' - � i S G/�. I.�` ti „r � T 2'0" x 4'6" CASE R'0" EF. 2'0" s 4'0" CASE TO" I I -. -- U 2'0" x 4'6" GASE 8'0" FF 6'0" i 2'6" FIX 8'6" FM, AT ~ V 5'0" x 8'0° CASE 8'0° iX GG 6'0" x a'6" StI 11 '0" FM, A"1' - - I D E T A I L S W 5'0" s 9'0" SH 12'6" FM, A7' 6Ni 6'0" x 2'0" I7X ] 0'6" FM. AT _ ' � G �.✓�P �I � N DOV� ' �' � � ` I � �J�'�► !"'I � � � S f A L E : � X 5'0" x 2'6" FIX 11 '6" FM, AT 2'9" x 5'0" Cl�SE 8'0" . - Y i�r--J S� ~' ~T V A R I E S Y 2'6" x 8'0° I)OC�k 8'0" 4'3" x 7'0" F[X 10'3" FM. AT I � � Z 2'6" s 2'0" FIX 10'0" 2'9 x 5'0° CASP, 8'0" AA 5'0" x 9'6" FIX L'0" FM, AT 2'6" x 8'D" [XX�R 8'0" � ' BB 2'6 ' x 8'0" DC�R S'0" 90' x 4'6" CASIi 8'D° (3)W/FC � - �n � ' ��� v L CC 26 ' x20 FIX 10'0" r - - NN 8'6' x 8'0" IxX�R R'0° SI .IDF.R ' i I � DD 5 0° x 6'0 SH 9'0" FM, .AT (� 2 6 ' x R'0" Cx x)R 8'0" �,' � � � ��y i � WW 5'6" x R'0" CIRF 06," FM, AT RR 30 � 76 ',I CASE 10'0" FM, AT I ` ' I -�'����1 � ���" 1/ I Z" " L . , � r 2 - - - - G s`�13 , �� - .r.-- , � � - ��- � XX 1 '6" x 5'6" CF�SI' 8'0" SS 3 0' x S'0° LXX�R 8'0" ' � Z' ��� G / ' _ ' 2' � I I � \ / , - I � YY 2'6' a R'0" IXK)R 8'0" I"I' b 'Q K C •3., PIX 12'6" FM, AT � � I /2x � G Gt.' LY► � "r (Z � P") �� F �o UN .0, ) � :' ` li f � ' \�,. _ � / '/ � � ATE ; ZZ 2 6" x R 0° IXX�R 8'0" � � i � _ � AAA `4'0' a 7'6 ' PlX 10'6" KF.Y TO N07'ES: 1 _�.,�✓, ' �/ , , ' �/ ! �\�r 7 / 0 9 / 9 6 BBB )'6" Y ] 1 6 FIX 14'0" FM, AT CASE CASEMENT �} � R E V I 5 I 0 N S : � CCC 4'0" r 7'6" FIX 10'6" FIX FIXP.D - / .' I DDD 2'6" a 8'0" I)C?OR B'0" SH S[NGLE HUNG ; ' � EEE 2'6" a 8'0" D(X�R 8'0" DOOR DOOR ! II / , � : FTF 2'6" a 5'6" CASL 8'0" FM FIELD MEASURE HD HTS. , I � ��;, ;= ��C � GGG 7'6" x 8'6" FIX 12'0" FM, AT AT ARCHED TOP I , _� % / � �� ` 6�b � `YP• � D �F'I �-�{ HHH 2'6" x 5'6" CASE 8'0" DC DOUBLE CASEMENT ' i \ _ _ ,. � / / ' �, �/!'� PDP"' P.a�► P-P�I ��- ' "1'f P' O. T , III 3'9" x 5'6" CASE 8'0" (3)W/FC (3) PANELED CASEMENT W/ � / / ' ! �`- _ _��� � h LI.- �X'�.}�y�-10 P- f� �.LS U i JJJ 3'9" x 8'0 FIX 10'6" FM, A'I FIXED CENTER PANEL , / , , ��E�� e � �� I I I ' ��� [[[��� JJJ2 3'9" x 5'6" CASE 8'0" � � � � - � � � KKK 3'0" x 8'0" DOOR 8'0" �' � � LLL 5'0" x 5'6" SH 9'6" FM, AT � � � �. � � N b o � �-+ � � u �I�. 3 -r Y �. � � � oo � e �-�r � �� o -r��, (�-I � (`� Do �.� � �''1" � N E q,n : I ' - di� �. � � i � � i _ o�� --- - --- -- -------------- _ _ _ _ _ � PRIMARY � SEGONDARY � x 2 33 ' - 0" UNIT UNIT ai � � �` - ----- - ----- --- ----- - - -- - - -- - ---- - -- ---- - -- --- - - - ---- ---- ---- - -- --- --- - -- -- - - _ - - - -- - - > °' o rn -- — — — -- - - -- °' �� o � � � 55 ' - 8 " o .. d- �r TFE. 85 ' - 0" � i � i WORKING POINT OF F6 FS F8 F6 � y' ° N I I ��� F� TFE. 84 ' - 0" r � � TFE. 84 ' - (d" � — ` , > o'o � I� ' UJOFcfCING POINTOE � . � �� � Q �"� �"� C5 G5 C5 -' --" G5 C5 C5 � — - -----,..--- - - — ---- --- -- - -- - - in r, i.n � N N � ----- - . . ._—_ _ c -- — TP.E. 88 ' -0" � ci � �� cc� co -_ � �- - - —� � �- - - - ��— -- - -- p� C� Z Fz STEEL C � LUi� N SCHEDULE z ° SLIpE THIS POST -� � d S J 81E�L GOL�P11�! � ~ �9�E� 4" GONG. BLAB ON GRADE FI �u - T.F.E. 8'1 ' -m" MARIC 81Z� A. BC7LT8 BABE PLATE �MARK.9 W Q DOI:.N i0 LINE UP �� WI?N P05? ABOVE 8" TYP. W/ bxb WI,4xWl.4 WELpED G _._ - - . � W � 5 WIRE FABRIG CT` PJ _ G T5 3 I/2x3 I/2x3/16 " 2 -3j4 " b I "x5"xm' - Im" -- - -- -- -- - --- - - - Z � - G2 TS 3 I/2x3 I/2xl/4 " 2 -3�j ° C 1 "x5"x0' - I(d" - � . - � -- --- . TFE . 84 ' - 6 " - pg ppg , �j � �'E" �� � I ' G3 TS 3 I/2x3 1/2x5/I6 " 2 -'�i ° � I"x5°xm' - 10" � � � Y . 0'-0 I' F2 Fl - -- - - - - � - � � „ ST ��� C4 TS 4x4x1/4�� z _��4 �� a ���x5��x0� _ �m �� w � -- - --- --- — -- - - - - - GI C� s ! • T.SE. G5 TS 4x4x5/16 �� 2 _ais �� b �°x6 °xm� _ �� �� ' � „� � � 91 ' -(D" - - --- - ---- - - - -- - S 0 � �0. -- Fd F4 � � � II 5 - -- - - -- -- - — --- i r, r � K1 n � � S _ TF.E. 89' - m" SEE SNEE75 54 � 55 FOR ?YPICAL COLUMN DETAILS _ � - - � - - - - - G2 C4 - - - -- � I d � _0�� F4 - Y 9oEm�� � � - - - - - �% - - - - �.Pt�: u : FU°'/r ?P.E . 86 ' - �v " — _ GI FI �� d . � w �.� FI \�!�6\SIERED•, � � � / T.$F. �� � F- � ! . e G❑3 C❑3 I � � 9D, -6 N , : � � 1115 � '.<: � 6 " 9TEP t� � � �� � � g TFE. 91 ' -0" � o FI I � -�j4 ! 3' -2 I/2 " 31 � _ 4 �� _ 6 , _ 0�� _ `P�`��'s�ON �.a��V� ,: �r F� I F3 EDCsE OF SLAB .�L. Ef�GE OF Sl AB EL . � 6 ° STEP � F4 ` 90' _ 6 " CTYPJ 9Q' ' • 6 ° �Tl - � � S F5 p5 TF.E. 92 ' _6 " F6 - - - - - GI G3 - TFE. 9� � _ 6 " P9 F2 � WORKING PDI T O t0 � �- TOP Cf DRAIN - --- - GI GI G5 GI GI CI C5 _ _ CI � EL. 90.� _ 2 �� \, �. V c� � � � , - C I I w I I � cD N POST ABOVE _�T.3E. � � - - - � � � � �� Gl � i _ _,. . - _ ---- -_.. _ 90' - m" I - - � - - - F2 i G Fl t � � �- - - - - - - - � ' 4" CONG SLAB ON GRADE I I , G3 ❑ � UJ/ 6x6 WI.4xWl.4 WELDED �' �� ST \ T.SE. SLOPE TO 8„ 2 1� " WIRB FABRIC C7YP.) 2 ' _0" ?YP. � �90' -6 " �"i DRQM (TTP.) UNLE33 NOTED I I � � EDGE � SLAB EL. OTHERWISE � TF.E. S�o �_8ii I I TF.E. S�o � _ 6 �� � I F10 90� _ E , , I `rP.) � - `� I � ` I I �_ LF6 TWE. - 89' - Im�� F3 � •9 T F,E . 86 ' -6 ' �p - m F I - � �q _- - - - -?FE. 86 ' -6 �� \ ,% Cy \ S G G3 Z O Q - - G2 G2 � ?1llE. = 94'-9 3/4" —�- - j, T.SE. _ -T.W.E. = P9 ' - 10" GI FI I I �9� -0" cD 7FE. 92 � _6 �" n � % - "� U . - - UK�RKINCs POINT AO - WOOD POST `{ 94' - 6 ' -' 67 TF.E ;6 ' - 6 " T.SE. = F3 J � SEE SHEET 82 I I AND/OR g3 lT7f .J , I ' -6 ' `9 � � �9� � _0�� FI PI r' �lf � S4 2 ' - 3" I I �I �I F3 I u � Q �� � T.SE. � g , -� Q N GI I I F3 � �98� _ 0�� 5 � (n ?.WP. = 36 " ABOVE FI I I r'J4 TYP. �U � � � - m' 9' - 0'� � � _��� �� _m�� 3 � _ m �� Z _9�� I � S7AIR NOSINCs ITYPJ � __ - -- I � p3 � � 6 " STEP _ � � _1 3 O I I I , a � Z � I I I ��� � � � � U 6 � cn I I � I � `, ' / - \ EDGE OF SLAB EL. � O ?FE. 8� ' _ 0" w �� � � � F � � ',, 9l ' -6 CTYPJ � TFE. 93 ' -0 " � J - TF.E. 86 � _ � �� I I c� I ` / / Z - � T.WP. 9T _0�� � � � �'� ` � -�j Q 0 TF.E. 86 � _� �� _ / .g I I F4� � �'� 5 1-- � � � � � � \ - STAIR SLAB ON Csf2ADE F2 -1 F� „ . � ; F3 Q O MIN. THIGKNESS 6 ". g G1 5��' CZ O G4 , , � 3EE ARCN. Du1CsS. FOR RISE 1 RtJN T.WF � 1 ' - m " � � � � � w � � � � � � � % � lL ; - GI `� - 70P OF DRAIN � � � �� TFE. 89 � _ ��� _ ' `0 � � EL. 9� ' -,2 " � � r _ �. I T.SE. O PI �� � � 'I� �91 � _G' �� � / � -- 8" GONGRETE I ' '; 3 F'I T.� S.E. / / FOUNDATION � ,` : i y9� � _ m�� 6 " 3TEP � � � UJALL (TYPJ I- `� ' I i:i o � ` TFE. 93'-0" � = a 26 � _ 3�� - - -- �3� _ �D�� �2 � _ g� _ T.W.E. 9'1 ' -(d" i.W . 101'-9 3/4" pg FI �n= �� _-- � - PI � �� �' � 52 ' -0' 9 j ` � — O GI / / EDCsE OF SLAB EL�� G� � � g� � _6 �� (TYP.) �� t1J - - � � ?F.E � i ' . �p�� l� � P6 �' ` �p 7FE. 93' _6 " TFE. 93 ' _ �0 " - - 0 TFE. 93' -0" i � , � � � 2 ' - 6 " WORKING POWT �B _�T.SE. i � � �� C5 ��� I 101 -6 V. - . _ _ _ _ . . ---- - - - - - - - - --- - - ---- - - - - __ - -- - - -- - - -- - - - - - � - GS -� - _ _ - _- �= - : S4 � J _ � F4 T.WE. = 96 ' - �0" _ WO�iGiNu POIN7 '�/ Q FOOTING SCHEDULE � FOU1� D �4TION / LOUJEfi� LEYE � Pl__ AN � ?1J1.E. = 36 " ABOVE W F�7� �j' � I/4 " = 1 ' - 0 " STAIR NOSING CTYPJ U MaR1C SIZE DEPTN REIh�. EJiI. �MA�� PLAN NOTE9: � � FI 2 ' -6 "x2 ' -6 " _ 12 " 4- "4 I. SEE ARGHITEGTURQL DRAWINGS FOR DIMENSIONS NO? NO?ED. TFE. 93 ' -m" i � � ♦ vERIFY ALL DIMENSIONS W/ ARGH, DRAWIN�sS. NOTIFT ARCi �ITEGT �^ F2 3 ' _0"x3 � _0 � �Z �� d _ 4 - -- - - OF ANT INGONSISTENGIES PRIOR 70 GONSTRUGTION. �� � Y . F3 3 ' -6 ��x3 � _6 �� �Z „ 5 _�y , - " ' = =--- _ _ _. ____ __ 2. 7HIGKEN SLABS SHOUIN TO BE GENtERED ON BEARING WAl L5. 1' m" �g� _m �� 2 ' - II "' nr?nwN Bv F4 4' - m"x4' -0" 12 " 5 - '4 _ 3. PAD FOOTINGS ARE GENTERED ON UJOOD POSTS OR STEEI GOLUP1115 � - --- - JMR F5 4' - 6 "x4' -6 " IY " 4 _5 SEE UPf'ER LEVEL FR.QMING PLAN FOR POST t GOLUMN LO�";ATION - _ _- - -- - 4. FI - GONGRETE FOOTINCs, 5EE SGHEDULE . STAIR SLAB ON GRQDE -�� u ir r,KED or F6 5 ' -0"x5' -0" 12 " 5 -"5 MIN. TFIICKNE55 6 ". N�j -- 5. GI - STEEL GOLUMN, SEE SGNEDULE . F1 4 ' - 0"xb ' - 0" �2 �� 4 - 5 S.W. 6. TOP OF POUNDATION WALL � TOP OF ADJAGENT SLAB IUNc ?.) SEE ARCH. DUXsS. FOR TF.E. 93' -0° f)nTE 6 - 5 L.UJ. - - - - SEE DETAIL 4/84. RISE t RUN rc - 13 - 9�0 FB 5' - 0��x6 � _ 0�� �� �� 5 - "5 S.UI. ' - - - -- - - - 6 - 'S L.W. �. REPER TO SNEE7 AI FOR DATUM ELEVA710N INFORMATION. F�i;r�, iECT N0. „ , „ 4 - "d S.W. 8. T,S.E. TOP SLAB ELEVATION F 'RIPIARY SEGONDARY F9 s ' -ro xa' -r�' 12 - - -- . ' S964m3 5 - •4 L.UI. T.IU.E. TOP WALL ELEvATION UNIT UNIT �� - -- FI(D 6 ' - 6 "x6 ' -6 " 12 " 1 - 5 TFE. TOPPOOTINGELEvATION - � --�ii(F-f No. --- S STEP IN FOOTING 19' - 1" 21 ' - II" � � 5EE SHEET 54 FOR TYPIGAL FOUNDATION DETAILS. y�� _ � �� j , SHEEi OF ; _ .. _ _ � -, . _ :i _, . ._�..,, � :�-. .. - , ._ - - - � o ;� �n , <t 93 � _ 0�� � � D �c� � — -- - - -- - -- - --- - - --- --- - ---- - ------ ---,�" � , > in o rn 55 ' - 8" � � �- �n � z <r d- O � � r � ' � - c > .-. �t �t �5 � _8,� � . 4�. Zm, _m�, 3 � _ ��, �� , _m�, � ,, _m�, H EA D � R S C H E CJ U LE ' � � � ��� N � � � -- - -- - - - _ _ - -- - - - - - - � - - — �„ _ , - � �r �' -8° �_ , 3 � 'o r� � ��� - rn 'S n- r7 r7 -���_ — � � MARK 81ZE T7F'� I 1FET'I� �n , , �n c N N ��� PRIMAK7 UNIT � SECONDAR7 UNIT � � � �2 ��� ---j �� � � ao � � �o co � tDE. � � HI 2 - 2x12 DP/L c� i cti � � .� �� -�99, _8�� i H2 _ 2 - I��ax9 M�. � Z J3 � J3 _ J3 H3 2 - I3��x111'a M1. j Z 0 / — - — - — - — H4 3 •• 13ixll�% _ML. - - � -2x12 � � ~ 2 -2x12 2 -2x12 � H5 3 - 13�4x16 ML. W Q _ J3 _ - - _ - - - - - - -2 -2x12 - - - - - - - - - � — =13 WORKING W � 2 - 2x10 � 2 _yx�y � JI _ JI _ I � - p;�10� _ y_yx� POINT CE) SEE SHEE? S5 FOR TT'pIGAL HEADER DE?A!LS Z � � - - - - � - - � _:_ � - - - - - - - - -- ° -- d - -- -- - - - - - - 'A HI C5 WSx � C5 G5 GS G5 � W8x2$ ��5 � � � - - - _ g— -��- - - - - - -�- - - - - - - - - - - - - - - - - - �- - --- - - -- -. .- --- — - - - - - — ---- — �n � x 88' -6 " � o s � - ----- - _ - — - - -- - —�K y > u� 15 � _8�, ,y, _ � �� 20� _ 0,� 3, _m �� �� . _m�, � , _ S,� c [Y� O rn -- ---- - . — - - - - o� � Z � � U � S �Y �t I_�_I r O ' � � �XI2 2XI2 � IV � U� > � _ <t �t _ _ � � � � � d � � � � � � O � �p (n �U if) u� .-'� ��. � _ _ , _ C nl N 4XI2 � xl: � - � � YxI? � 2x12 - - - - - �p c� �� �x' - P� H2 PI0 PI0 N5 PI0 H2 Pl � �c z � �� _ . , :v �_ � `�° - --�- ---� U 0 � V � 0 r _ — --- - -� - - - - - - - - - -�- - -- - -� _ i .9 m O O �n m � C�` Z � � � o l rrp. rrP. o � I � 0 �o � I I � � � � ' 7 O _ _ . !V N ' - - _ _ l P6a N3 � x - �' _.4 � H2 Pl _ .OI_PI�3 = � _P6I ^ � I I I � � I � m I Pl -_ _H_4' - -_ _ � � - -- � - - - --._ - „ - - - - - - � H2 � rD I c_v � � r. I P� I �' I- . _ � , n 9 x • x 5 n P " ,- a L � �o � � -- - - - - --- - - - -- - � W Q I � 5 iv "� � Q "' � � = 2x12 a Ib " O.G. 2x12 B 16 " O.G. � � P6 � P6 � w � � � � � TYP. y V QTTP. T7PQ--vX �k— `'i \ X ; J >'� � Z ii `' , �2x8 a 24" O.G. r Yx8 0 �4" O.G. � \\p �c`` m -a m I I � 3�„ q �4 y Plm � - � 2x14 � I6 O.G. I �,, —x +�� - - ''' � N I � � +�i` `^ p � � � � P6 � C� p� � +'i, m �'��� I I � � I I .--�� '�',y � ;"�� --�� � I I I � Z � � ( � At,, � 'L' � CI 5 � G21 - � �C 'ti _ � - � cvl � l 6' W U ' q � I xl � � I 1 � m X 3 - I 3/4"xlb " M.L X � �III 6' � -= I I � I � � m � � V �3 v '`_� I � � '� ' F � : V: . ti� i.�::� .. �yY� _3�a. i `�' 4- I 3/4"x16 " M.L. � I I m m � � (, * a �� P'1 ❑ - GZ I I i i � ry Plm I � PIO � �� i i � U � U I I 3 - I 3/4 "xl6 " M.L CI I ' ��� � D ! � � Q `�; y' � Q - - - - - - v�� •'��SiEREp•. � � � � � � � v � � �: � v I I �� , � ;'�rYP. � � � s <,rro-``a .;. I � � � _ [ � � NI � I i I II � I +/�� \�� @ � II V �I N � l� e 1111J � s� L `� �+ N I I i,o� ; e P6 LJ X � i i cv Y ' 7� 7I:�\ N I I �y I I J'j.f�.f'l,�N �� 4e�,, • J � I 9 •• .-. . . '. � � � � ,' . I 5 I/8"xl6 I/2 " GLU - LAM � CI � I � � � � � � `'x ,�YP. � I� � _ 4�� �� � _ 0�, 2 � _0�� ��_6 �� � � r� _ � I G2 Q O 5 1/8"xlb I/2" GLU-LAM " [ � GI - ---- - - - - - - - - - � � �' i I CI i ' � T7P. � L _ _ J u I 6 3/4"x44" GLULAM I C4 I I I iri � � I � O W W W P, � � �I 4� _ m° M X. 4' fD" M X. � lJ v i i � � I a � � � 2x1� 2x12 � �s� x K � I 2x121`_I �6 " OG.� N � � � � `v fl O w I , ul 4 E � TYPQ QTYP. �I Q � I UI c� �� �� �� � gQ I _ � � 3 O v O � I O � O � z CI 2 - � 3/4 xll l/8 M.L. � C3 3 - I 3/4 xl4 ' M.L. �p � � N B QT7P. - —�u 3 - � GI � � m �, -- - .ol I � N2 _ .o� N3 _ .9� N2 - � �� - - - _- -- I � II � ❑ � � _ ` • 9 - - - - -- - _ - -- - - a== ` - - - - - - pl � Q?7P. I � 3 � I X j , � -� "` PI0 X . � � P� x PI0 m 5 I x _ -� - Pl � 3 - I 3/d"xl6 " ML. � Jd GI ^ , �Y � � i i r' � � P� p 6 - - P6 N4 - � - �" � ��Q � QYP. � � 5 � � � "` �9 � i I \,� / 2� QI I � \�\�` � "%y„ m � I I � � 2 - � 3�4x11 I/4 " ML. � 2 - I 3/4xll I/4 " ML. � m � � f ry+i �+,1 31 I r �+ � - +��� `* � � � -i � rYP. � � 'ti� II � \ "v_ x I � L E � Q � I I � I � � / \ � I 1 `n �,�� X \ A'n� ``' I I GI 3 - I 3/4 "xl4" ML. � I N iA 6 I I � � � � I �'1� � �1 U � '� A � 2x6 a 24" O.G. � 2xb a 24" OL. � I � � 'Y+� r. : ��}/.� c_v z � � � � � � � � XI \ry ?� X CI I I _ X — X I I 2xlY m 16 " O.G, x 2x12 a 16 " O.G. � � I I `1��/ n X - \ x cv �q 6 „� <vl t +i cv U I I \ _ --� _ v �5 � � � I n � m .VI � ;� Q ( f e ' G3 PII I r, '1�% � cv � I I .., ,v � m I1 �`�3 �n � � � �I I 1�'1 p m �n �v � � �y� � � � � � `9 I I� ` cv cv I I I v+/ m ���� � I �..1 � 2x11 0 24" OL. � 1x12 0 24' OL. x -, � _ � � � � i � --� + � � - � � � I � +��/ x 2x12 � 16 " O.C. �T 2x12 e 16 " O.G � �r / 2 �2x12 2 -2x12 X i i �: ?� � _ � �y � � �p,� ���� / � - yU I - - r \D� � c� - - -� • 16 OC. n � • 16 OL. r, au �„ v' I I �C 'ti� � � , � Z .G- � � U U� ll g V TTP. \�j _ m T7P. � � x - � I � ti� \�P/ � � "� - I O O TYP. � N � 2- ry - - - � 0 I I� n@ � k �A,, +`�// I I I � � �_� � � - - � - Pb =�_ Pl _ Pb - - - P6 � - � � 2 -�3/4"xll I/4 " M.L. 2 - I 3/4"xll I/4 " ML. � -2x12 `� - 2_2x1� - I I d < ,��� C3 CI � I -� O - - - �- - - � - �I-H3 - e - - � - - - i - - -� pg e --�v �jl � s 5 � � V 5 � � z L2 _ N3 � � I I "1 �� / � Q � .�0 � � � ry' 3 - 1 3/4"xlh " ML . i , n � � WORKINCs X � XI X � ry \ry � � � �� ���H2 � H3 Pl - � N2 .�r � IPb rl� Nl� pbl N � � � C� �+ II 3 9 � ii POINT I `v 2x12 � `v `� _� 2x12 � ,�+ � � `v � '�.u'-�- _ -�- -�t I • . 9 t � - R GI � � I U --- 2 �y r' XI P6 � PI0 !,I O N PI(D � I Pb � � ry i i 3 - I 3/4"xa" ML. � QTYP. I I a n I I I BRAGKET � 0 � ' � O - - I _ _ - - ry � _ _' n I I OI � � 3 0 � L - - � O I 2x12 Zxl2 Q � 2xl� QT7P. 2x12 Q ry � � � I I I � N P�' � _ � I � � 3 - , I I � I I m P� [� � Q ' I I x I �- Q � ' ` � � GI 3 - I 3/4"xlb " ML . ry �I ?TP.� G3 � � 3 - I 3/4 "xl6 " ML. � � � u- I � 26 � _ 3�� 13 ' -0" I ' - 8 1/2 " _ - k � - � - O --� � i�- - - - - -- ------ - �n I I I �TYP. I P� I I �j O � � � � � I I � � � W W � I � _ lL O � � s � � � I 2x12 0 16 " O.G. N � � � � CUSTOM LUMBER LUI`IBER GONNEGTOR SGNEDULE NOTES: � � @ � � � � LUMBER CONNECTOR SCHEDULE I. ALL LlR'1BER GOPB,IEGTORS SHALL BE SIMPSON ' ' X � , ' � CONNECTOR SCHEDULE gTRO�s-TIE ORAN APPROVEp EQUAL. i i o � � , � , MqRK g�hlF�gpN pAgTENERg �MA�Cg 2. ALL HANCsER9 SHALL BE INSTALLED WITN TNE ; � � �� �TYP. f1 P6 � I j� • MAf:�G DETAIL REMARKB MAXIMUM AMOUNT OF NAILING OR BOLTING - I I PftOVIDE SLOPE � SKEW SPECIFIEp TO ACNIEvE THE MAXIMUM NANGER � � r GI I I 2 _ � 3/4"xll l/8" ML. � G� 3 - I 3/d "xl6 " ML. ❑'' Qj TYP. CZ _ - A5 REQUIRED 10 h1Atr_I; LOAD, UNLE95 NOTED OTHERlU15E ON THE DR4WING5. x �� W'll2 Imd d NI0 I SEE DTL. 10/S4 YERIFY RAFTER SLOPE < �W P� � I "' I I I � P6 �� ROOF SLOPE. � 3. VERIF7 THE SLOPE AND SNOW REQUIREMENTS "� � � ? I � '_ TYP. ALL 2XI2 R.4FTER3 P6 I I I I I i � � � - -- - -- - - -- OF ALL HANCsERS WITN THE ROOF SLOPE. �'� � 4 w Q2 SEE DTL. 10/S4 VERIF7 R.QFTER SLOPE 1 9KEW BRQGKET a � �- � 3- I 3/4"xl4" ML. I I J I I r„ I � VPA3 Imd tNIO TYP. - ` - GI -� -l� + � �' � 4. FOR GONDITIONS NO? SPECIFIGALLY SHOU,N LOW GANOP I 1 . : � A � I I �, % I = � �3 Llm IrDd TYP. ❑3 5EE DTL. 10/84 yEf'iIFY RAFTER SLOPE � SKEW PROVIDE NANGERS IN AGGORl7ANGE WITH NANGERS _ � � � n \j \� N OI I I I I ��P � 'v,, � I. U "' _� `i _ _ __ � LSU410 10d APPLY UPSIpE DOILN TYP. SPEGFIED FOR SIMILAR GONDITIONS. m � I ry �y� � �+� � � I I U � I I +��/ � \�L � I I X O �� �4 SEE DTL. ID/Sd vEf21F1' RAFTER 3LOPE < SKEW 5. ALL NAILS SHALL BE GOMMON WIRE NAILS � �i I � m ry n ? m ° I � I I � � m I I ,���` `� � � � I � I I � � HUS412 16d AP°L7 UPSIDE DOUN TYP. � �/ \ � � X Q = .t �/ x P6 m - -- — vERIFY RAFTER SLOPE t SKEW UNLESS NOTED OTNERUJISE. I I ry �; , N �;' I I � �9 � x I I �,� � � � � 6 NNU548030 16d YERIFT' RCOF SLOPE TYP. �5 BEE DTL. II/84 I F ' ' � `" I I �` � � I I m I z ' �� LUS210 10d AT STEEL COL. WELD 'U' STRQP 6. ALL BOLTS SNALL BE A301 BOLTS UNLESS BRACKET I I , L- �� `� �+�� � I I " r' I I - � � _ _ TO COL. NOTED OTHERIll19E. P 6 � � I \ I I m '� I I I � � - - - � ECG46 5/86 U,ELD TO TOP Gf STL. COL. TYP. - `t � m � I _ -- �6 9EE DTL. 12/84 �RIFT RAFTER SLOPE < yKEW _ P6 � _ _ _ I I cv � r A1 STEEL CAL. WELD 'U' STRAP � 2xR � 24' OL. 1x17 a 1d' O.G x � � I ' �9 ECC64 5/8o WELD TO TOP OF STL. COL. `9 � I Y.cl2 2xIZ � � � � P6 - - — TO COL. �, I - - - Pb Pb 2-I 3/4"xll 7/8" ML Pbl � � I � CC46 5/86 WELD TO TOP OF CAL. _ - I I -�P6 0 � � P6� _ f..� � - _- _- 1 P� - - _ , Q II GG64 5/8o UIELD TO TOP OF COL " ° - I � '�'� ' �J � 2x12 e 16 " O.G. 2x12 e 16 " O.G. � - -_ - - --. - - _ k I Pb� i n' H2 �I P6 I x � ? I �,_,.�� Q� - - , � _ � � I /� - c-� I " \ _ lU ! �sf _ _ _Q � +il I TYP. TYP.//��\\ z I � T7P. BR.4GKET ���� -._ . I �" /_ fV I - � [V -� �� /� ` � I � L� � I � I ` � V " P `" / ,ti�- � � � 2 NAILED 2 -2x8 TOP �j .p �� 'L' � I � P�' NAILED 2 -2x12 � � 2 - 12 2xI2� -- � � I Pb = 2 O `t _ _ P 6 2 - I 3/4xll I/4" ML. 2 - I 3/4xil I!4" ML. � P� D I A G O N A L, G U T TO SNAPE � �-- - � �., � � -a 5 0 � � 5 -i � I � :x12 0 16' O.G. r, 1 � I F � TYP T7P. c.j - - � t� ' /; - - -- J�� -H� _ H2 £ - °- ( � � �� �� ��s,4M � �� �� ,�� x o b � c. o � _ � _ n _ :� o -- -------- `-fl � P'6 F'�I x �� PI Pi N3 Pl � � PIm x � F - � -� �' > �� �j3 i I/d" = I ' -U" N � r, � � � � _�- - - -- �_� J x _ x M.1_. = MIrROLLAM LvL BY TF�l1SS JOIST MACMILLGN � � `� Q Q � r 4 � DRAWN BY TJI = llJDOp I-J015T RY TRlJSS JOI•^�T Macr�l!�ari — - JMR - ---- ------ - -- 2x12 2x12 I -- - - 4 ' -0' M X. 4 -0 _MAX. I , C �iECKED BY F'� = UJOOp PO�T, SEE P09T SGHEG '1LE. '� � � _ ' �� * �� PI. AP; NOTES: � I ' - m" ' --- --- -- Ci � STE�I_ COiUMN, SEE GOLU�N SCNEDULE ON SHT. SI. --- U i � ) SLOPED BM. IN TFIE PLANE OF ROOF W/ WALL ABOVE �� = 6TANC�ARD SIM°SON GONNEGTOR, 9EE SGNEDULE. _ � '-�D" 4' -0 Vl " I ' -Q> " _ l ' - 9" _ _ _ __ _!�'' _4 " ___ __ �, 3'-� I/2 " I 12 ' - 3 I/2 " DnTE � T ^ a • GUSTOM GONNEGTpR, SEE SGHFDULE. � /J 6 - 13 - 96 � EitTEP�L r'ENTER t-± L. OU , TO RDOF ED!aE AND TR�M ,. OUJN �/ ___ __ 7p I 3/4 "xII I/4". .C�� ' PROJECT N0. ��r,c� <3) PRO✓IGE pOUBLE I 3/4"xll ii8" M.L. E3ELO�J1 AT P06T E3EQRING. �'»<4� _= S°JC� 4(D3 SHEET W0 . S3 -- - - --------.... ----- _ .-..- - _ ___ - -_ ___ --------- ----- - -- ----- - --- - --- - - - SHEET OF ---- ----- ---- - — - - - - ---- ------- - --- - - - -- — - - � o � �„ � r PIPE PERPENDIGULAI2 - - FTG.- FOR PIPES IN � �� � � � CAP STONE � CAP 870NE � � � ' �� � � � d NO'1'E : TO FTG. ( SLEAvE, TFIIS AREA LOWER FiG. � N 1 � � U �_� SEE ARGIa. A SEE ARGH. / P,ELOU1 C�fi'�1C�- E ` � / 5EE ARGi-I_) NIPES PA9S TFir�U IllALL. � � a � � � SLOPED Oft STEPPED F?G5. � � ~ � � � r� �, d- d � SNALL BE GAST AS A UN17 �_ - � ' ' � o -- TOP OF WALL ELEv. !� � � � �� � % 4" SI'ONE FAGINCa -- ' i TO BE :'� E �:.;>uR*� �, � � I I '8 m 24 " O.G. - --- 8EE ARGH. T / -. ) -- j � TR�AtEC � � - p p f��- n f � i i111Ya REII�. � � 5EE ARGH. rGR 71£ 3 � ,i � [�_ � �'� 2A UNLE55 NO?ED / a� � � 1O BAC:iC UP SU� �'OF; , - --- 4 " S70NE ( ?YPJ - - _ �� � ON PLMI ' � � / � � , ` � � N � - 4 STGNE CT7PJ -- "[xb ST :G rn . , u ? - - - «4 s i8" O.C:. , 3�� MIN. (TYP.) � 51 i �FE lOPTIONAL ) � - - - - � � �• � /— — g�� GM.U. lTl P.i � -- � - -- — a . vT�fi--TT1=fT— . 'FE. VARIES, SEE PLAN i , • , <° - - " - � � a --- - - - , : �� ° . � a � � . . ' ; a . a ' o � 1-1 I 1=1 I 1= I 1= C� Z � •4 m 12 O.G. , � T'1�T , Z O � 11= III—II . . Q � �_ . ' • ' . � , �- - 3/2'� o . ' �A i � W Q �--I I =�_�i�_r "' ." . , , � I I II � � � � � � . . . DIAE.�-6 " GALVANIZED ANGLE PAINT � � 'I G. % I ,I_IT; lii Tfi�1i; �ff-�;� �--R � - .- - � � - • ' - - � _ � rv • ° WITN ASPHALTIC PAINT � �� - FOl1NDATl ��' � '- i W \ - MIN. �o " GONG. SLAB .---�---- tJ - -. z O � ' � _- • � 6 � 8 6�� v 5EE C�s�Eh � r��L ' � : �- - - � �I G' � . ,!_ . . � �6 ° _—. ._ a . . . _ � ,.� ' ; ' _ � — � F/� � . • �� �- - - -- • . • e' � I-I I � � � NOTE�: ' • SLEEVE ` � � _ � � � 4 DOWELS m 24" O.G 16 �� �- � � I Q "8 m 24 O.C. I IIK ( i7P.) , '� W C� - I IJ POR PIPES 3 ' -fD" OR I.ESS BELOW FTG. PROVIpE SLEEv� ANp • a i � I B , 1A 11NLE59 NOTED GONGRETE AS SNOUIN. ° ° � _i X ON PL !+N 2.) FOR PIPE MORE THAN 3 ' -fd " BELOW FTG. USE STEPPED FTG. DETAIL TO CsET 1U17HIN 3 ' -0 " MAX. -� - 12 " G.1"1.U. 2 7YPICAL �0071NCs S1 � P 3 SEGtION 4 ' SECTION `��`�s�ERO";�f,, �-�--GR.QDE vARIES _ CsRA.DE VARIE9 -'- ' -- , - �,.d',�c, '•, 7 SEE ARGH. - I � I11- - - 5EE ARGN. � '�'J4 NO SCALE rjL} I/2 • I ' -!d �'j4. 3/4 " = I' - m" � , -iiT�� �TT—� � ; - - � �- � : 11115 ' �' ` --�7'—„- � — — - __ � 11rL � S � w : NOTE: BEFORE ENGASING E° �;' - - W S?L GOLS. IN CONG. OR `rl'.�SlON ti �"�+, �� • TUlO 8 " C.M.U. — 0 _ _ _ � � 4 " SLAE3 ON GR � I E GENTER LINE COL'S M�+g., PAINT GOL. BASES _ 8EE PL 4N AND FOO?ING � � 70P3 OF ANGHOR � � / BON S W/ ASPHAL?IG _ -- ___ . .. - -- ._ «8 � 24" O.C. W/ "8 -- v � � S.E. 4° GONG SLAB GN -°� NOOKED DWLS. - W � • � —�- STL. GOL., BASE PLA?E i , . � a ' ^ ' • 5EE PLAN GRApE, SEE PLAN ANGH. BOL?5, SEE 3GNED. a j - °3 NOSINr� RAk: T.S.E. / s I, a `a • � - I GOL. ISOLATION JOINT � a � A -- - - � SEE PLAN • I I I- I a � . , •4 m 12 " O.C. � e % L 5EE F1RGH. FJR 0 ♦ ° . � • _ I I � 4y ' . a . 1 - • - I � � '}�) J��T��T=1I . .. ._ITT�� IT�TT=_ . � < • �, RIBE ANP RUI � �p . ' I I —I I I- ° • o .— — . . .—_ _ , a • . � " ' • a � /{v'�' i e n -- �4 m 18" O.C. ' - "6 m 12 " O.G. E.W. Lv v , , � , a.. � -+ � I e _ � � ° � (O � � T�P � BOT. � 5 SECTION _ � � ° e : �-_�'�i �� �I Cj4 NO 3CALE 3 " • FOOTING, SEE PLAN � I i SEGTION A7 ST � IR L �4NDINCs SGNEDULE 54 vz �� , , � _ m�, 6 TYP. INT . COLUMN � SECTION A,T ST ,41 �' S4 �n �� , , � _m�� g4 3/4�� . , � - o�� -_ __.______ �/ l�.l 16 " B C�) V -- --- - � �t ' ' � '4 DOIUELS � 16 " O.G 16 „ -I-m-- � -- -- I � � , ,. " ' I - i�� Q 1�1 O � 4 " GONG. SLAB ON � � l, I Q a � � GRADE, SEE PLAN � p ^ , n � TSE. • 11 v , nj B � 5EE PLAN --- a ° � I �� � 1� �� (�/ � !�. a � � �-� � �-� � �-� � � O I O I/4 12 / 8�� � \\ --� Z 1� O T.W.E . - - T SEE PLAN " -���-� � �-���-i CTYPJ \ ✓IFi " _ <[ ^ a j , I I/4 � I I/4 � , _ L� � _ ' (' , cn O U 8EE GEN. NOTES -� d / � 10d NAIL DRIVEN ` I Z FOR REINF. TY / ��q // AT AN ANGLE \\\ O � -� \ 6 f'ER MEMBER I -� - � � -- - � -- � — T- ' F— � Q < � - SEE PLAN FOR FTG. 4 3/d" I I/4 " � 3 9/16 " 5/8" 0 BOLT9 i i � _ _ . . 81ZE s SEE CsENERAL I/4 ' & - \ I I � O � � � - ( TTP.) � NO?ES FOR FTG. CTYF ' \ t� Z � REINF. � P - - I _. _ I (� - / / � _ -.- I- -_ _ � � � .+� ` d - - - B � � 0 /� �242 ' vE�'21F�Y � � M � - o `—_ - 1 -- - - � • ° • / V2 " 0 NOLE - � \ � I I ° ,q �_ rTYP.� --- �A m =_ � j � � , . ; ' ; V4" BAGK 1 SIDE � � � � i � TYp � -c'-- � * - 8 PLA?ESITYP.) ' T'�"P I i � - ��J- � i � � < ?iP SEGTION i va I � i va va i., `� ,y � 51�. 3/4" = I ' _ m " 22.42 ' vERIFT ' u L, � '� — — — - . . . � � v4 a v 5/8° a I' � �Ltg B B — — G CTYF ' . �- ; _._ _ - - - ALL SHEATNING V B ' L=j v ; • _ _ � - B m -- --- ' ' i ee�au �rzaDe - o 0 o cr �, A A A ' TO BE I°RE33URE _ � � � ' � 4 " 5?ONE FAGING --� ' TREATED "� � p c� SEE ARCH. FOR TIES i BEVEL GUT LvL MATGN RAF7EF�' TO BAGK UP SUPPORT � -- 2x6 STUD � � � n in FOR SQUARE ;.� SLCPF lU !E a P� ,:= 1 — BEARING m ° -ry ° - \ .. . N ' , . � . . � . . . \ SIM. 4/S4 . � a < - O - O - — O O � YP -- -- _ � _._ _ _ Q POST � ° I=�=111=111= � va 2 va ° �z in �� � �� �j - m � � , SEE ARGN. -- - - a -- - - --- � I11 � 3/8" BOt. � ITTP.) � A - a `- SLOPE 807. f2 TO i \') �. -- 5EE 4/54 1`IATGH RQFTER SLOPES v �ZTT= i a FOR ND?ES 1=1 I 1=1 I 1=1 I 1= �, ` , p I/4° IF I/4" f£ - cn g�� , ` �4e16 " HC�RIZ, g° \ '4 � 12 " vERT. - - EAGH FAGE - �„�A� DIMEN810N.9 FABTk-]JERB � 1L170D P05T \ - 1U00G f'� :: ' � EI�GF�I FACE a ° A B G D I OR STEEL GOL. OR 57�:'=� ';Ui - -- --- �^ DRAWN BY �- � a 1 3 IAb" 4 9/16 " 6 -16d 3-Ibd � � ` �J,.�R � .: a - - - - 1=1 � 1=I I 1=1 I I ^ 2 _ 3 9/Ib" 3 9/I6 " 4-3/4"4 - - - 5/8" BOLT � � --- - - -- � 5 !8" B�:!_ ' !:HECKED 9Y � � ` 3 3 9/Ib" 5 I/1" 6 -3/4"0 - - - �–{S 24 " LAP -�' --- - ( 7YP.J P �y e 4 5 I!1" 5 �/2" 8-3/4"� - - - ' A - A � - � ' DATF - C - 13 - 9� � � °e ' < a � . �'ROJECT N0. --- ° a ° < < im DETAIL 11 DETAIL 2 D � � ,� { � � 59v4m3---- S4 3 �, , , , _ m�� S4 3,� , � , _m �, 54 3�� , i , _m„ �,��� _.- ;HFET �,o- g SFGTlON S4 ' � � .•ia �� : i , _ �:� ..` I _ . _ I � � '_ .IILCT CF i �. � ---- --- - - ----- - — - - - - ----- -- — - � � ;< � STUD BEARING - UALL � SEEI �CH � `y II ° ' � � � > �n BLOCK IN 30LID AT WALL - 5EE ARGN ` � � -- SIJBPLOGR t TCF FING ` � m Z O � STUD BEARINCs -- SUBFLDUFi � TOPPINCs P05i LOGA?IONS FOR LOGATION /� SUBF!DUR � 70PPINCa I I f�EE ARCH " � �j o � � � SEE ARCH SEE ARCH 7 J 1 - S E E F'L A N WALL - 3EE ARGN / - SUBFLODR t TOPPINCs / � ' ' � � ° � I I OFF9ET / ' SEE ARGN. FINISH - SEE ARCN _ _ - - - - _ _ , � ` > _ �r r 2 - I0d NAILS -� FP. P_LE:�. EL,- _5EE ARGH -- - _ - � FF. ELE'✓. _ _ - - _ -- _- -- ' � � � U '� '� _ -- - - - - - FF ELEv.- 5EE AR H . Q EACN JOIS? �� -�,� _ - 3EE ARCN _ -— -- = -_-= _-_ - -- _ ---- SEE ARCH - - - c; , ; �r� � � � c N N —I-- -- — ------ -- � . ----- I I ;-, ,�, a0 . � � .— I 3/4"xll l/8" RIM BD � 3 - I 3/4"xll 1/8" i ' ROVIDE CD `O r � i c� � .� �� i RIM BD . / BRIDCsINCs � BY TRUSS- JOIS? i- WEB STIFP. I i � 24 " O,G. — WEES SYIFF. U1EB 5TIFF. — I � C� Z C012 EQUAU - ' x-BRAGING OR Z O TOE NAIL TO - � ; TOP FLATE � SOLID R1LL DEPTH I9�q "xll��a ' RIM BD --�-�- TOE NAIL TO TOP - � W/ 12d NAIL9 --_� - -- " -- ----- - -- , �' F- - - -- BY ?RU3S-J013T � PLA7E W/ I�d - I AT 12 " o.G. lOR EQUAL ) — ' NAILS AT 12 " O.G � / �3i4 ��x���% �� R�M B�- � ll�ie " TJI - SEE PLQN w a � TJI - SEE PLAN 2x6 DBL I£ 'S -' � i 8Y TRUSS -JOIST j Lil � L -TJI - 9EE PLAN II � 7JI - SEE PLAN lOR EQUAL ) B7U,N. � �gET J018T9 FROM \ \ � SIDE TO SIDE TYFIGAL Z � DBL 2x6 SRCs � DBL 2x4 BRCs _ 12 CONT OFF5E7 J01818 fL' GGN7 � PROVIDE 30LID / I I RIM BOARD - JOISTS � � � F'ROVIDE SOLID 2x6 A 16 " O.G. B�O�CT I�SAT POST �' __ z O WALL FINISH - i BOGOATlO 9AT p�gT � 8EE ARGHH y -� / � 2 4 IE - WALL FINISN -- ( l� U SEE ARGH SEE ARGH (p�GONT B� �� PARTIAL PLAN vIEW m TYP 2x6 EXTERIOR SRC� IUALL 1'1'P 2x6 EXTERI < � R NON - BRCs UJALL TYP GN�4NGxE IN DIRECTION OF FRAMINCx TYP 2x� INTERIOR BRC� UJALL 1 N07 USEp 2 SECTION 3 �Ec:� � ION 4 SECTION 5 SEGTION S5 i �, , i� _ m,� 55 i �, _ i � _m�� , S5 i „ , i , �, ,, S5 i �, , � , _�„ S5 i „ , i , _m„ — � - --- � ��,� �. , ---- �L�^.��\SiE fo•,� ,�� � Q a 6 -{ 6„ — ��y`: _ 1 ; ; 15 W:� - � i —� �'• �= N . i� _ �._ ` r : � �. _ , ` .si � .o : NAILING PLAN vIEW `� � � � 2x � I6 ^ �.G ��, ��' � � � , FINIS{a - SEE ARGH --____ _ -- - - 2x � I6 " O.G. � NOTE - ALL CALIJNMS PINISI-I - SEE ARGH - -- -__ 5EE PL <�N �- JOIBT NANGER I 5EE PLAN 1 TG�?O ROOF. WNERE COL'9 30d NAILS g 6 " O.G. °��LOOR � TOPPWc � y (UN.O.) - 3;�d m Fl�CN BI K 9EE ARCN 3 - - - - - � 3ia " PLTWOOD � I � ! C3TACsGERED ) STOP a 1ND FLOOR � " PLTUJOOD FF.- SEE ARGH PROVIDE ��i " GAP 12 TYP. ' --- ---- I FF. EL . - SEE ARCN __ — _ � -- - - - ._ - - FF. EL - SFE ARGFI � - - - - - - —_ { � + U.I�OD BEAM SEE � ( + � PLAN � 9CHEDULE � - �6 " TJI - - — + + T-- - - _ _ � —� - -- SEE PLAN - - - - �� \ � „ \---II'�e " TJI - SEE PLAN � " JOIS? HANGERS - 5EE / � ��YIDE SOLID 2x � � - II % TJI - BLOC',ICMCs BETWEEN BOT PROVIDE MIN, 14 GA BEAM ` ` SEE PLAN I \ GONNEGTOR SGHEDULE pp �OIST AND UIEB OF �—" NANGER WELpED TO STEEL ���'e " TJI - SEE PLAN -� � BEAM - 3EE PLAN � U.ELD TO TOP OF STEEL 51EEL iUBE GOLUI'M � �- - 2x8 BLOCKING 3md NAILS � 3 " O.C. gEM1 W/ I/8" WELD x 2 " STEEL BEAM TUBE COLUMN FOR UIOOD 2 - 134 "xl6 " RIM BD —' � (37ACsGERED ) SEE PLAN 1 SGHEDULE � 24 " O.C. MAY. BT TRUSS-JOIST I LONG EACH SIC?E OF BEAMS lSIMPSON OR EQUAU Np?E- ; EACH TOP FL/+N�sE 177F ' \-__ 57EEL BEAI`1 MLIEU OF BLOCKINCs SNC�I.N SEE PLAN ADD DOUBLE JOISTS BELG�W WALL FROM ABOVE 1'1'PIGAL JOIST TO UJOOp BEAM DEtAIL Tl"P PARTY UJALL UJINp tRANSFER IFLOOR) 7YPIGAL JOISt TO S7EEL BE ,4M DE7AIL Tl'P WD BEAM/NEADER t0 GOL GONN. Tl"P STUD lU,4LL SUPPORI' JTI.. � u � SEGTfON -1 SEGTION g SEGtION g SEGtfON 1m SEC710N - a — Z 55 i �, , i, _m„ S5 i ,� z i , _0,� 55 i ,� , i � _ m„ s5 i �, , i, _m„ 55 , ,� , �, _ �,,� � Q O 2x GONT. NAILERS Il.� Q x B�AM WIDTN TTP. FF. ELEV.- SEE _ARGN T�IRU BOLT NAILERS -- - - - n Cn Q / TO STEEL BM. W/ SEE ARGN. FOR T.5$. ELEV. - _ � , , , O � � Nl1MBER OF NAILERS �Q'D. CONT. 50LID BLOCKING Z � 1 ROWS OF I/1 "b BOLtS ��� NO NAILER 15 USEp 3/4" PLYUIOOD FLOOR -OR- ROOF s 14" O.C. 3TAGGERED WELD HANGERS ?O S7EEL BM. �` STRUGT.- SEE PLAN ABOVE BEAh1 TT'PIGAL 3EE 5/S� � 0 NJD GLUE SUBFLDOR TO BM. TOP BLOGK 50LID SUBFLOGR � TOPPINCs-1� FLANGE WITH PL -200 ADNE5IVE ?O MATCN POS? , NEADER OR BEAM SEE ARGN FF.- SEE ARGN SGIaEDULE i 50LID O U _ _� ___ _- --- SDD�IlIONAL � $OLID BLOGKING BEAMIBEARING �LOGKING Z ` ' ENDS � � OvER BUILT UP O }� ,Q _C r POST BELOW JOIST � � � 4 -2md NAILS � j - ----_ ---_ SEE PLAN `) - = -= j � w 0 - --- -.----- --- � BEAM - 5EE PLAN tn � � NEADER � � _ _ � �P05T PER _ PpST PER � SGF �EDIJL E SGNE DULE � ,�� _ _ \ __ PROVIDE 50UD 2r _ NOTE : RIM BOARD pOST PER / � BLOCKING BETWEEN 80t - �-: � AN CNOT SNOWN ) BLOGK SGHEDULE JOIS? HANCsER - - � OF J0157 AND U1EB OF � _ RIM BD SOLID SEE PLAN \\ STEEL BEAM NEAD � R OR BEAM �ERE IT ABl1TT5 BM i `�__ __ STEEL BEAM SEE PLAN POST PER � „ — scNeou�e —_ ___ ELEvATION BEAM `� � U TYPICr4L JOIST TO STFEL BEAM DETAIL I -ADDITIONAL ��; o - STUD SILL 12 - - � in a 11 SECtION t� B� � REQ�° 13 7 �'PIGAI_ PLAN p � TAIL 14 Tl'PICAL BEAM UETAIL — — �9 !'"JCJ � �� _ � � _ m,� ROU�sN OPENINCY S5 � „ : I ' - 0" �5 � �� _ � � _ m �� tP �- - �� R�G�--- ,� _ r xxBEAM WIDTH T�7P. c� TNRU BOLT NAILERS ELEvATION NEADER TO STEEL BM. W/ � SEE ARGH. FOR T.8$. ELEV. __ I1JELp Nl�NCaER3E0E�� BI'1. � 2 7YPICAL NEADER DE7AIL SEE P�_AN a Rows oF ir� ^o eo�rs � m 24 " O.G. STAGGERED �4 " STIFF PLA7E -� 3/16 " 3" �\ AND CsLUE DEGKING ?O BM. TOP BOTN SIDES WEB � � � TYP j �� �� 2x6 DECKING - FP.- SEE� �E51VE �j�j � �� ' � � "m�� SNOP UJELD � 3/10 " 3" � �a x6 xl' - 6 " LONG 1 FLANCsE WI?H PL-2 SEE ARCN ARGN _1�L�� ��i --L IT- —T.--�� _-1 (Y I ut TYP � � � T7P BOTH ENDS � 2"xl0" JOIST, SEE PLAN 2"xl0" JOIST, SEE PLAN TYP �- ��i " WES STIFFENER 3/16 " � IUB, SEE PLAN / 3/16 " BOTH SIDES OF WEB � � � - - - � � � � h } + v' + + STEEL BEAM, � � � TD. BM. TO BM. �'" TYP + + o \ PROVIDE SOLID 2x WI6, SEE F'LAN SEE PLAN. SPL I GE /� �%? ` ---' - BLCJGKING BE?WEEN - 3/4" CAP IE W/ 4 -3/4"m 3� "x5 "x5" SHEAR le 'S w _ _ _ _ JOIST NANCsERS � STEEL GOLUMN, SEE - WELD TO BOTH BMS � K nRawN BY JOIS? AND WEB OF BOL?S. WI6 SEE PLAN \ STEEL BEAM PLAN t SGHEDULE. ALL AROUND 5EE PLAN JMR � _ STEEL BEAM 4-3�4 "m BOLTS LZx2x3/16 "xr0' - 6 " LG �'. i {ECKED ftY 3EE PLAN ; WELD ?O WI6 �cJ ��. " WEB -- Ln �� � rn -� <L v c� it� i �_. �> > �'� CaENERAL GONSTRLGTION NOTES: � � m Z -� � ST�I,IGTUF2s�L UOUD i�.?7:.5: `�, ` o � �, �� ' - o ,� -a -t 1. Reference Standarde : Unlesa otherwtae noted, all standards sivll be 3. All fo�ting elevatlons ehow� are to top of Footl� �ga, unlese noted 9. Masc. nry �uall ceile to be flilad wlth grout ahall be FIIIBd in Itfta nvt I. Previde 5/8" gtr�ct,ua ! plywocd rocr u'ectir�g . ` ' v ° �; I I current editlon, wtth lateat adde�da If appltcable. otherwiee, excssding 4' - 0". H(gh Ilft grouting can be utfllzed ai the contractor 's EdcF'i penel shdil E�e Id�t ( Fied u;ith tlie gr8de tradem&rk oF tre Amencan � ` o 'o �, � opti� �� � Provlde d�a� oute at each bar location. Plywood Assoclatton �nd shall meet the reqwrem�ts of product stsndarc, ;, � � Q r� r7 Z. Contractor shall ver( Fy all extsting dimenslvns, member sizee end fleld 4. All footings are centered under walls er colurrxis above, unless noted CP�IJ. ,[�plicatior•� and nafling eF plywood panel ehall be In accordance � � o condRlons prfor to any demolklon, fabricatlon, conatrucUOn or otherwlae. 10. verucql relnforcing bar5 shall be held In posttlon at top end botiom wlth !he recommsndations of the Amsrican Plywocd Assoclatlon unleee � � �� � e�i c�d Installatfon and noilfy engineer 11 condttlons, materlals, elzse and and aL 192 bar diametera. Length of relnforcing bara to be coordlnated requirements noted on iheae contrdct docum¢�te are more strict. � � Cz� . � � ; '- dlmenstons are dlfferent From those shown. 5. Continuous wall footinga up throuah I ' -8" wlde to be Im" thtcic with qeneral contractor and masonr sub -contractor. c > _i �,.i _` { ` ° Footings over I ' -8" wide to be 12 " thick, unlees noted otfierwise. y 2 . Wall el-�eathing shal ! be i/2 " etrucWral plywocd. Each panel ehall be IdantiFl.<_d w � th �he 3. The contract structural drawine�s and spedfications rsp�s5ent the II. Vertic.al relnforcing ahall be lapped at alI footing dowele to verUcdl grads tr �dem8rk a� che Amerlcan Plywood Aeaoclation and shell meet the � z Finished structure. Unlese otherwlee Indicdted, they do not Indlcate 6. Provlde wall footing retnForceme�i ae I'ollowe : wall reinforGng Iocetione and at ell vertical wall relnforcing epllcea requlremante of product standard CPSU. Appllcatlon and ne ( I (ng of z � the means or method of conatructlon. The contrector Is eolely as follows : plywood panel ehall be in accordance with tl-,= recommendationa of the _ responsible for tha protectlon of the atructure during all phaeee of Footfnge up through I ' - II " wide - - - - - - - 2 - •4 cont_ menufacturer, unleae rsqulremente noted on theac contract documents are � I _ demolitton/constructlon/I�etallatlon. Provide all measurea neceeeary to Footinga 2 ' -0" through 2 ' -8" wtde - - - - - 1 - '5 cont. •-J gqR , 24 �� more etrtct. protect the structure, workmen or other persone by means oF ehoring, Footings 2 ' - 9" through 3 ' - 4" wide - - - - - 3 -'9 cont. i "4 9 12 " tranav. 'S BAR = 30" � Q braGn etc. Ae a art of thle ree oneibillty, retafn ihe eervtcea oF 3. Plywood wall panele anall be arientdted w �th faco graln parellel to w � 9• i� p '6 BAR • 36 " c Ilcenaed strucWral englneer to deelgn and eupervlee any ecaFfolding See detafle for reinforcfng In all foottnge over 3 ' -4" wide. 7 gqR , 4Z �� support aWd. O For workrien and all ehoring and elemente oF construction. "P. B�R � 48" 4. Plywood roof ptnels shall be orle�ted with iace groin perpendtcular co z �. Furnish •4 and 5 contfnuous wall Footing relnFOrcing In stock lengths . ibdsss otharw(ee notad on drawin9s. eupp ort members. Roof panels ehall be nalled with 8d nalle 6 " o.c. at all suppe- tpd edgee - � 4. Croes reFere.nce all dimenelona and detalle wlth archltectural and F1eld bend '4 around comere and through footing stepe. Shop bend 5 and at 12 " o.c. at Intermedlate euppori framing. � � mechantcal drawings before commencing any fabricatlon/constructlon. tFrough footing etepe and around comere. Lap co�tlnuoua Footing 12. Walle nu �, t be guyed and braced until floor and/or rooF systems are in 5. Wood conetructieri, cnla9e otnerwiee noted, shali corform to the Z Q relnforcing mtnfmum 15 " at 5plicee and stagger splicea, placs 5. Detaile and conditlone not epedfically shown ehall be co�atructed In reqwreme�te oP chaper 23 oF the UnlForm W �, accordance wRh detalls ahown for simlldr eondttione and meteridl, 8. Gaet dowele In Poottnge fer concrcte columna end wella above. Dowela to BWlding Code CI954 edltion). All nalling ehall conFOrm to Table 23 - I - � "Na : i ng be eame number and sfze, as the vertical rei�forUng, unless noted GONGRE IE SI. AB AND JOINT NOTE AND DETAILS: Schcdu�e" of the Unii'orm Sufldin9 Gode, unlesa oth�r requtremente noted 6 . Shop drawinga preptred by auppl � ere, aub - contractora, etc. shall b� otherw�se. Dowele are to pro�ect from footings 3(I bdr diameters or B I, Gonetruruo� Jointe CConet. JtJ - Pour tnterlor alabe on grade In on the drawings are more etrict. Jolnta In load ioearing top plates reviewed, coordinated and � Ig�ed/stamped by g��ral contractor prtor to minlmum of 14 ", whfchever la grceter. Provide 9mo bend In column footing conun� ioue lanee or checkerboard pattern. ehall be oFFaet at leaet 48". Holaa and notchae In eawn lumber shall be submkt(nc� to the eng (neer. dowel�. UJall Poottny dowels are straight, unlesa noted otherwlse. Ilmitad as speuflad (n the Uniform Bullding Code. a . - ontinuoue lanes - 20' maximum wtdth wlth Conet. Jt 'e. occurring at 6 . Fremin lumber shall conform wlth the rovieione oP the American � . veriPy location oP all box outa and openings wlth mechanlcal 9. Rovlde welded wire block reinforo(ng In all meaonry walls at 16 " o.c. c^ lumn cen�erllnes. 9 p A F i contractora. O anin sizee and locations ehown for i ee, ducts, maxtmum e aG� . Softwood Lumber Standards PS -20 -�0 and eech piece shall bear ths c�raae � ok'� K' 9 K' p p 9 �,,... .,,. mechanfcal UYIIf9, CiG 81'C for generdl Information only and shell be b. I ��ckarboard pattem - 20' maximum dlmeneion with Gonet. Jt 'e. etamp of a gradfnc� agency epproved by the Americen Lumber Standarde �6\S�ENfp ••,� vertfted wtth m�chanical co�tractor before commencing the work 10. Shore all FoundaLlon walls beFore backftlling and compacting. - �. c� ur �ng at column cen�erl �nee. Comm�ttee. All framing Iwnber 2 " a�d leee in thickneea shall be sBaeonod to a moleture content of 19i or lase prlor to eurfacir� wlih ; lIl ] 5 rL II. Provlde 6x6 WI.4xWl.4 W.WF. Crox6 I0/10 W.WFJ In all elabe on grade 2 . Gon� � r l .IOinte ICJ.) - Locate eewcut ( I/4 " x I " deep) or zip etrip the Indtcation "5-Dry " on the grade atamp. �o � ; and entrance platForms, unless noted otherwise. G.J. 'e � � create approximately equare panels with the followl�g meximum �. Fram �ng lumber gradee. The Follow�ng gradee shall be the m !nlmum '� �f'�Sron �� �'r�',� dlmen= i �n= : acceptable gradee unless otherwlse noted on the drawings : DESIfsN GRITERIt1 LOApS AND ST�2ESSES a. F � . �r.pd fintehed elab - 15 '. Item Llght Fromtng and 8tuds : - GENERAL GONGRETE NOTES: GODES: b. � i� � i <lied slab to be covered with v.T. or carpet - 15 '. 2 " to 4" thlck 2 " to 6 " wlde � tandard and better or stud qrade weste�n I. Goncrete constructlon shall comply with all thp requirements of the "AGI wood. ' I. UniForm BWlding Gode C1994). Manual of Goncrete Practice" by the ACI . a � '� her conditions - verlFy CJ. Ilmlta with ArcFiltect. 2. Amertcan Concrete Inetitute - C.4GI 318 -89 � ACI 530-92/ASGE 5- 92 ). Structural Joist and Planks: 3, Amerfcan Inetitute of Steel Gonstructlon (AISG) 9th Edltlon. 2. The "AGI Deta111ng Manual " by the AGI ehell govern detailtng and d. Rnugh Slaba - No IImIt. Craate Gonet. Jt. where rough slab meeta 4. Amerlcan UJelding Soclety CAU1S). fabricatlon oF all retnPorcing ateel, unless noted otherwise. finished slab. 2 " to 4" thick 5 " and wlder. No. 2 grade douglas f�r - larch. 5. Natlonal Goncrete Masonry AaeoUatfon (NGMA). 6. Brick Instltute oF Amearfca BIA). 3. Relnforcing eupplter to provtde all acceaeorlea, chatre, spacing bare 3. Plac� . lab relnforcing between I/4 and I/3 of alab thlcknesa down from S. Foundetion platea on concrete or meeonry walle ehall be AWPB LP- 2 GC:� 1. Amerlcan Instltute oF Tlmber Gonstructlon ( AITG). and supports necessary to secure steel in accordance wlth "Manuel of top ^ f eleb. treaied lumber eta�dard a�d better or atud c�rade minfmum. 5111e ehall 8. Steel Deck Institute ( SDU. Stenderd Prdctice" by ihe Go�crete Refnforc(ng Steel Instltute. bs anchored to concrsie or masonry wlth 1!2 " x 9" anchor bolts spaced _ 4. See Ai cid �ectural drewings For ell floor flnfahes, slopes, receeaes, 48" o.c. maxlmum. 7here shall be a mintmum of 3 bolts per ptece with 4. 5upplier ehall prov(de plaetic chairo and bar eupports in all areas oF floc� - lralne , guttere, etc. one bolt Iocated within 8" of each end oF each pfcce. There ehall be no LATERAL L04DS: expoeed concrete. sill spllce undec any poet or mulllon. . 5. Pro , ide thickened slabs at masonry partiUOns and Gonst. Jt 's. as Sefamic: Zone one 5. Provide minimum concrete protectlon for all reinForcement as followa: detailad below. 9. Po9te and beame consiructed of mukfple laminated veneer lumber members Wlnd : Ba9ic W�nd eed . 8�0 m = Ex oaure - B�� Ex os d to earth or weather : p , � p J p p Im. Bullt up m stened together accordfng to marwfacwrer 's recommendat �ors. !� 1=' - sha I I be f Cast a ainet and ermanentl ex oeed to earlh 3 6 . Pre� ide a reformed Isolation olnt In concrete slab at columns. The LIVE LOADS: leola � ion oint can be ell.her a Grcular or diamond aha ed attem. embera, columna, beama a�d double Jotate ahall be connected p wlth two rowa lbd nalls at 12 " o,c. sta ered, unless noted otherwi�e. 100 PSF Roof snow loed 5 bars and smaller - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - 1/2 " gg 40 PSF Llving area Ilve load '6 bara and IarcJer - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2 " Partltlone, eae arch(tectural II. All JolaLe, roof beeme and glydere ehall hava full horizontal bearing oF c plan for eize and Iocatlon. c the member over eupport unlaee otherwfee ehown. Do not overcut: Not expoeed to weacher or tn contact wlth ground : E E DEAD LOADS: Slabs, wdlls � Joists ("3 to 'll bars )- - - - - - - - - - - - - - - 3/4" � 2 - 'd 's coni. under 8" 1 12 " � 12. All wood conetore ahall be Inatdllsd Instrlct conformence wlth manuFactures �/ � Beama, glydere t columna, maln reinforcement, masonry pertitions only. printed (natruetlona. `J 23 PSF Wood roof eyatem tles, stirrupa or sp �rals - - - - - - - - - - - - - - - - - - - - - - - - - I - I/2 " � � 26 P3F Floor dead loaa , �- 10 PSF Partltlon loed, Ilving areae 6. Provlde corner bars et all walls, grede beama end edge beams. Gorner �� � �� X 3�� contlnuoue keyway ' ' , � � � bdr to be the same sizs and apacing ds all horizontdl bdro. I � Pert(tlon wldth +6 " or� ��� Q Q �' mintmum of I ' -0". LAMINATED WOOD NOTES: GONGRETE : lF'c ) at 28 Daye �. at openi�ge i� slaba or walls, provide a minlmum of 2 -'6 bare each alde F- of opening, bdro to be 6 ' -0" longer than opening, Fa � tluon Footing Co�etruction Jo(�t �• Provide all lamineted wood bsama ds shown on the plans and detalle. All O (n Q 35D0 P51 Slab on grede Iemineted wood membera ehall bear a grade etamp from airc or APA- EWS. � 3m00 P31 Footinge, 8. Provlde minimum concrete wall re�nFOrUng aa �ollows: (unleea noted lMe�h Canttnuoue ) C3top Meeh At Gorietructlon Jo1nU Z � ^ 35rD0 P51 Exterior platFcrms and sidewalks otF�xwiae) 2. Lam �nated wood suppller ehall furnleh all hanger� and hardware for all , � � � 40�D0 P51 Reteining walle, � Foundetlon walle wood to wood connecilona. J O 3000 PSI Block core a�d bond beam FIII with 3/S" max. aggregate 6 ° � 8" concrete walls : Q �4 s 16 " o.c. vert. i •4 � 10" oc. horiz �ce�ter in wall ) :nENERAI S � EEL N01E5: 3. 3tructural etesl suppller ahall furnlah dfl remalntng hangers and n/ Z l � All exterlor concrete work ahall have 5q to lq alr entraimnenL. hardwdre for wood to ateel connectiona which are required to complete �L 10 " concrete walls : the arectlon of the lam (nated wood. � I. Cons � rurUon of atructural etael ahall comply wtth ell the raqutremen�s W � _ I �4 � 16 " o.c_ vert. t '4 m 16 " o.c. horiz. leach fece) Z of t� w 'Tlanuel of Stsel Conatructlon" by the AISC, 9th Editlon. � StEEL lFy ) 4. Laminated wood manufacturer and etructural stesl supplter yhall � �� � .[ I2 " concrete walis: coordlnate ail connection detalie pr.ion to Fabrica'tion. �t� �. 2. All elk > � connectlona ehell be welded or bolted, Field conneckions eF-iall ./ roO�dOm P8f ASTM A615 r�rade 6 �D reinforcing �4 m 16 " o.c. vert. < '4 e 12 " o.c. horiz. leach face) f � be k <, � ed. Bolted con�ectlone ehdll be m6de with a minimum 3/4" �rD�mm P51 ASTM AI85 wslded wiro fabrtc 5. Sea architectural det6ile and apepiflcatlone � for materiai typea and dlam _ tsr hic�h strength bolts conforming to ASTM A325 -N ( threada In shear O 36JDm(D PSI ASTI"1 A36 structural shapes, plates and angles, etc. 16 " concrete walla : fini�hee. plan - � all boke shall be tightened with a torque or Impact wrench � 46mmO PSI ASTM A50m grade B structural tubes •4 e 16 " o.c. vert. t •4 e �2 �� o,c. horiz. ( each Pace) 35,0m0 P51 AS?M A53 type E or 5, gradp B steel pipe 6. Provtda ata�dard camber all roof beame and pur.lins. � / 36�d00 PSI ASTM A301 anchor bolts 9. Provld� vertical control �ointe In expoeed concrete walls at a maximum 3. All wsl - is ae per latest specfFlcations oF the AUJS ElOxx electrodes. _ )L 92jd0m PSI ASTM A325 h�gh etren9ih bolts oF 20' -fD" Mtervels. See erchltecturel drawings for Joint detall. 4. Expe� �e � on bolta ehall be "FIILTI KWIK BOLT " or "NILTI NIT ANCFIORS" �� Gontroctor 9}1dII p�OVICIC dG'ICG'�UdLC brecing end ahoring during all pnaaes manufecti�red by "I-IIL?I Fastening Systems " Cor approved equal ). Instell of conetruction and �rcctlon of tV-ie etructurc. 10. No aluminum of any type shall be allowcd in the concrete worl� unlesa anch�� e In s!r (cl con(ormenca wfth bolt manuP9cturarb Instructlone. MASONR7 : lF'm � coated to prevent aluminum concreta reaction. Maximum OD. oF embedded 8. All lamineted Framing membere 9F18I1 IDC dougl.as Ftr combmatton 74F- '✓». condu(t ehall be no lerger ihan one - thtrd of the elab thtckneee and the 5. Be�oiF p Deeign etreeaee are aa e�t forth In Teble No. 23 - I -G- I Part A of the UBG 1500 P51 concrete mesonr condult ehall be laced euch ihat ft does not et niF(cantl tm alr the �caeing etael columne tn concrets or maaonry, paint column bases and Tebla 5 Natlonal Deelgn SpeUficat�on for Wood Gonstruction. y I� 9 y F� and tope of 9ncnoro bolte with deph8ltic pafnt. Extarfor gllM 9hdll r7G ueed For all membere. e�rength oF construction. 3TRUGTUR4L UIOOD : 6. 'C ' cipr�otee beam contlriuoue over columne, 'S' denotee beam epllce, 'GS' '- � �_ de�� � ee cantllever beam splice and 'E8' denotee beam expanston �pl�ce. INSPEGTION I 7ESTINCa 825 PSI CFb) Dougla9 fir - 18rch standard or stud grade 2r.4 Cbdse value) � - ��.'� Sl5 PSI CFb) Douglae fir - larch '2 �olete and beame (baee value) i:i o 290@ PSI lFbJ Mlcrollam beame. l. All _• teel beame ohall be true to Iine and elevation, column baee pletea A. The following shall be eubmitted to th atructurel eg [neer for revicw and appre. val ,� a grouted and anchor bolte tight before a�y loade are placed. rior to end conatruction. , _ - - - -- - 24�m PSI CFb ) A24 - V3 DP/DP dou9las flr glu - lam beama p GENERAL MASONRI' NOTES: 8. All c � l� ��,n baee and cap platea to be welded around ell eidea. 1. 9hop drawinga for Footings and Foundation wall�. , � FOUNDATION LOADS: � i. All morter In bearinc, walls shall be Type S above grada and Type M below 9, gottem plate of steel Iintels shall be welded to the beam with 3/16 " � 200(D PSF sotl bearing lassumedJ grade. „ „ 2. shop drawings For structural eteel. fillet �u-1d lboth eideaJ 3 long at 12 o.c. � 2 . Provlde conttnuoue bond beama with 2 - 'S conttnuoue near the top oP all 10. All wslcis not specifled are 3/16 " Flllet weld, continuouc and/or al � 3. Shop drawings for all lumber connectore. TEMPOR.4RT BR.QGING: boraanglee land ^dla es caslt f�nrbond beamsgr �ng eleveuon. See detalle arowid [ min. � " Ivng ) 4. Detelle of ell etona ahel en lee wlth connectora to the back u well, 9 p 9 p II. It ts tl�e general eontractor 'e reaponetblllty to shore and brace all I. Provide temporary lateral support for ell walls where grade varies on 3. Provtde grout under all eteel beam or Ilnt�l bearing e a mi� imum of 5 beams �arrying nidaonry above. 5. 8011 testing reporte Cprlor to pouring Footings.) J the two sidee untll alab han reached Ila deafgn etrength. courses down, for a 16 " length of wall, Cunless noted otherwiae). � Q 12. Structural Febric3toro ehall show all field welding requirements on 6 . Concrete testing reporta ( prlor to erectlon of sleel/wood Framina ` � 2 . F'rovide reqwred tart;porary bracing for structural stsel untll permansnt 4. Wire relnforctng for eingb-wythe concrete block walle end multl -wythe ehop � drawinga. UJ bracinc, and welle are In place. concrete block or brfck and concrete block walls ahall be a standard, B. A quallfted slructural engener ahall obaerve the constructton of the steel Z corroelon reeletant 9 gauge horizontal � o�nt reinForcfng. 13. Fabrl � etor ehall aelect AISG elmple ahear connectto�e for ateel beama and wood Prdminc,, For compllance wlth ihe controct draw (nge. UJ 3. Provide tempor8ry bractng for all walle , concrete, m9eonry or wood•until ca�� hle of cdrrying elther the reactlon load Indlcated or the reactlon � they are oE adequate deeign etrength and are properly anchored In ffnal 5. FIII wall cells and bond besm� wRh concrete grout at al { load calculated and based on tr(butary area or at a minlmum 50ie oF the form, vertleal and horizontdl relnforeing noted on plena, deiella or sehedules. totnl el ,�ar eapaUty. 6 . Multf - wythe cavity walle s4�all have the full dlr apace ahown on tFie � � - � ;,� GENER.QL FOUNDATION NOTES: detaile. Multl -wythe compoelte walls ehall Fiava the collar �olnt �Illed i4, Erect end ma �ntain temporary bradng to Ineure the alignment end � eolld with grout. atabilily of the etructure durl�g eraction untll permanent connectlons � � � ;`; - - - � - I. All foundatton sxcevetlons, backFill and compaction shall be Inapected havp been complsted. _ and cert (fled by a c�ualtfled eolle teating f�rm prior to the l. Block Pace ahelle a�d croes webe Forming cells to be Pllled wlth grout R� conetructton of any footinge. All reporte are to be submltted to shall be full bedded In mortdr to prevent leakage. 5 . Gute holea coperdnge ), etc., requlred In etructural eteal membero for DRnWN BY structural e�glneer �rlor to any construction. the werk of otMcr tredea ahell be ahown on the ehop drewtnga. Bumtng of - 8. Goneolidate all groui by puddling or vibrating, holee � nd cuie In �tructural ateel members in tha fleld ahall not be , ��"��' 2. Groas reference all archttecWrsl, mechanfcal, electr (cal and structural allowed. except by wrltten permfsaion from the engfneer. . • � ' GirCKED BY drawinge to aesure proper d �menetone and placeme�t oi' all anchor bolte, 9. All maeonry wall refnforcing shall be full height from Foot�ng to top of wall. ^: ` ' tnserts, etc. Dowel rotnForUng to Pooting. ' _ _ E"'�S _ _ � . - .>� . - � . _ D4iE - � _ , . �..:,',r _ 6 - 13 - 96 � . " ., . . PROJFCT N0 . t .:' � 596 4m3 _ ,, ; ,�C�� sriFFt rio . - -;�. � . �' cJ �o � � . - . � . � � - - ' '. � SHEET OF . . : . . . Y. .. ��.: .� ��� =.� . � . . .. /i 1 � . � �t l.:9 . . � . . r , . . ... . �_�u ,: :JC' .� 6.:]Ce n . .. . :.i=•. . ... :J_�:: - � � � � _ � � �V � I O � _ . �� � ! 1 � � � ' _— —�� � ', ,�} � � ` I . I ,= � ' � � , - � ' ' W�Y�, � � �� 0 � . � W '- i i �� � � � i � I � C. � w � , . , � -3� �� ; � ! (- -j_ � a _ - - — - ---- � — - - --- -� � � � � � � � � � � � � -� � I - P 1 I � �'����� �; , -- ' � I_ I V I N G � . rRUSSES aeov � � � 19 ' 1 " X 2 4 ' 7 � � � j � � � , � � , , -��_ � � � _ � - . _ _ ___ _ . - - - �� _ - - -- - � � � , � , MASTE � BEDROOM i � �� � � �� � h � � X ?_ 0 ' � � � � I �; M I I Y FZ 0 0 M `� �� ; � � �, ����� � � �-. ,---, _� , TRUSSES AB �)� � � _�� � �l I ' `�� " X 19 ' 6 " � �� �� ��' i � .� � � � � ��� 1 � , � 4� � - -- ' � � , , , � .- - _ - - - ---- -- - - - -- � � , , � fi , ; � �o � � � o � _ / � �..� , � �� �� ���, _ __ , o � � � 3 �,, _- -- - - - � , � , , , , � � � ' � � � � , � I � � �� ' � �� �� �j�' boiler fluc �� from be� nw � � � _�` a � � -,-� � - _ � � � �' , , ..�,� � �� _ - - — -- -- _ : .,. �__-- - f� — - - -- �- J ! � � � M � � ' l � � � � � � �� � .. - � - - - � � �� � � �y- � � , � ��- _t-�. ( � � - — - - �- �� - - —� - , o � � �i � � � l�) {��� � � � '�� � . , � ' ' �_ � , � W � : , � � � ��� � � � � � F � � � , � � -_ , , �J � I �� ; � � � � � TRUS � ES ABOVE � � ' - �� -_ _ - -- � -- � � - - - � - � ' � P W � � �. � �, � , • ,� � —� - l � � -�- �'� - m � ,. �`�. /�%� �Y- � i I . . i � . {�-� �� I�� I _ � . `� � 1 �� � � � 3 � � � � I I i i I ; . , . : , �� � . . . ' . �i �, , � ' � � O � � _ I di � �� I � . . � � i -0� � � � � , �! � w �o � , p,� � I � I �i""_� � � ' " � � � , il j i I � i ' � ' �j' i � � - �T � - � � I . � . ', �� I � I '. 'f-F7� �� i . � ,:�.� � � F""I _ � �r � �F� � � DI !Ni; / , ' � � II , ; �i � ; _ � � � ' �� y � ,.�: � � � �. - _ - - , _ , �:_. , �_-t ., � ,, �,�- - - _/ � �7fi H�� N - - - - -- � -� � � �.�; i� � - - - � � , � ti �7 x 1 4 ' �r � ' 1 � � � — - � I � �� ���� ' � � � � �-?� , � ' , � �, � " - 1 ' S " - 11 5 ' ' - � E� F� Y W ' ���� � ' ' - � F--i .{�} �`�. , � _ ;_ �`��, ,� � � �," y I �� � LIVING f� 00M � � � �+ . � � � � � o � � ���� j ; , � � � ' � _ -�� -- � �i , ; �, MASIFR�y� BL�D? R � C� i�t� � _ _-�� �� 18 ' 1 " X 18 ' 3 " � � �� � � � �4 � . - -��. � � 'tt: _ .� ' �� �' ' ' , �� � . � t'�, � , � . ,.�Ll � �) � Oi ' ' l� � � J ' �iii � . ,, � � . � . I I � i 1 �. � , F � ' '! ' � � , / ' � � I � (� \ � � I . �l, - -' -- ' . /� ,f}\ '� I � � - _ _ - - - _ _ - - — • • O W �r~ ` ' l� (�ft� I � „ _ � ' � � � � _� � . - - � , , � T f � � -- - ; � -�� ` T �zus � ES ABO � � �+ � __ T- � '� . ��=� � �� 1� �y� . � c � c� �- � ; , � � ri- , � - _ _ , _ _ boiler Flue � ' � � ✓ l. � J from below � , � � � � /y� � � :�� - f „ �r� ; . (ir� � . to _ / �� ' � � l. � J �� �� i � �� � � ��lX ---� � � r---�I _ I ' , � � � = ° � 'N t� : � � , D �i�l G � �il �� � � 10 , 0 � � - 1 � > � � � �,� �� � ' ' �� � � I � � � - — - - -- — -- - ? �j {�}-� � � �;� m � lectr icol le � end � � ��� r � � � � �' ����� � w � ' �� ymbol descript ion � r �I � '. , ` , , - ' ` � �`'�� '�� � � � � � � { �'ll � r�-I C� exterior site bollard — . .�. � . . � � . f` . i ! I . . � � '' - - - -- - - � �- - � . . . � ' � - � � � � . y� -- ._ - J � � exhoust fon i �; . ; ; , � � '�' �_ � � I � t.v. outtet �� HI �iH WII� � I)Wc , -- — - - �� �i ,� GI' � ---' �� i i � � � ! i i � � ) � ( . �'( SILL AT 7 ' 0 ' ABUVE � � � � � � � H -- � volt outter � ' . '� . � � '� � �_. � � � ; � , , � four qong roll outlet , ' F � N � � F� F �) FLQ � �� � � I �• � � � I � , � � � � � � � � 13 ,� 1FI � i 15 0 " X 1O ' 3 " � (�) grounded outLei per code , � � �, � �� � � . � . . � � �� � �� � � , . , . (:F I -- sw �iched outlei �� - w i , I �- -- - - - - --- - � �� E �fTI Y __ _ ,rt�= � � �- recessed con '�� �c� ,}� • � ' � - � � {'_). ceiling fixture 'i � � �, ( II) ' I � ��, i � � .n� _ — ' , � `h+ ' r i Y�7 .oll wosn �, I , , � � -j ' f I o o r , ' � "__� plan _ sconce � � � � i . ��� . � i . - . � � � � ` -- ' � t � � �rk',� � _ -- � — - ila „ _ � , o „ '�'_�—� -- — , � tF(ephone outlet , �, � �� woll SwitCh , . ' ' � , ' . . -, . � P I . r i / ' _ _ _ _ _ � � E� REAK ST / � _ � dimmer sw �ich \, � �/ � � 3 -woy sritch � . '�� _ � / > 2 � � �- K 1 � ! pushbutton b chime � . � � � . i , ; � � � - U PPER � EUE � P � A � �,�� , __ __ __ _ _ \ , Note : Electrical Contractvr is to (� �} ��__ � � `FY � provide design and startup , ' � � for o r, ompleie liyhting und power ' - system , including all opplicable I � � � ��! � 1 4 � � _ � � o � � � code requiremFnts . � UA4E �� � � 2121 / 96 � ` REYISIONS � � � � 6 / 05 / 96 -,, - __ . i' , � � � ��� H ���� �; 3 � s I � � � � � � �• BEAM � ABOVL�`-�� >, � � I I \ !/ � � i I , . . � � I � j� � - ' I _ � WP � . ; ���f -- - - � wf� � ° � ,_ ,� � � � , � � 4 �� � �� � ' � �� � � � � �l Y> �� ' � i � � I / i , � �1� � 3 � ' '� �a � ' ' r � � _ �� � .. � � `".J _ _ . � - . � tf=h. � � . IiEDRnOM 4 E3EDF� OOM 3 �- � �B2 ; ; I 1 3 ' 0 " X 1 3 ' 4 " �� ��� 1 3 ' 0 " X 1 3 ' 10 " . � �� � � � � � F� � DI� ��� OM 2 , � � , �� � . - , . , „ , � � ' ' ' I ; _ , 1 � � � f:� �' i . � ' , Y ,\ �I" rIII Ml . \�� I� / II11 �I ✓ � �� ' I u� �� � � , �� � . � . ` " c I / `� � � � � �'� yo i ' � - � � � � J � � � — - ! ' � tib � �� �} i � � � . � . . - 'ttY� . , _� - . � � . ���� , � - - _ _ � 1 ` I CLOS . � � L �l (�) � ' +4) , i � � .l � CI.OS . � � � CLO > i� � � �� � �,o �� � ! ' �— i - - - -- �� boiler � ' / � I I � �, / . � \� 0 � \. -- - _ flue �—I �� � fi r �� i \ � � � B4 � � � - , . � �rr�- _ � — � � - - -- � . �; � � ; � � � � . � �-1 � � � -, � � � (� � � L U N D � Y - - . ---- - ----� �� W �' I I �i �- � i � o - � � c� � R � c � ��� �,; ; � ' - � ���� � , � � ; �, �i � ' � . � . `�� _ ; � D ( p��� � � - , j 2e ' g � � X 20 ' 8 " '' 1� � � , ' ; '-� O � �,F � d ' � � ( PLUS ) � ' � � � ��' � � � �� ��,� w � � � . � �� � � � � � � � � � � ,�{� � ! � — , � l _� � � I ) (� M �. �, i �� � L UO -� r � � i > , , � �--_- �� � ; �'�� � � � � ' R00`�N 2 � �,, � ;' 0 " X 1 J_ 0 " � r` � I �_� —��_ 1 2 ' E� � � X 1 4 ' 8 - 1 / 2 " ', (� � �� �' ' �� LOW - HEADROOM , - ; - - -• _ _ � � „ ' I� � �, ,� � i� S T 0 F� AG F � �� I � � � . �, '� � ( � ' � „ 1 � �, ! !� ROOM 3 � � ��� � � H H F_A D � ��� , I I I' � � I Fi � . > � 1 3 , 4 � � X 1 3 ' 6 "� �p� i _\ � fL_I �� m i � � �_ -- -- }; , �� � - -- ' � +' � I I ? � � I � T ( O Q� '" � -- - - -- � - ' i �, L � � � � � _ - � i � ' r t� I � ��- - � _ � \ ±r ,� ----- ----- _ � '� r-, ' � � ; � � I , , , �, I � � , �� � � � � � � � � � .������ � , , � � , � � � � � , ,y - __ _ � � � � ; � Q� � � ; E � H � � � � i t _ boiler � � /y� f � � � t t: � � — flue I � � l. � J „ t--� I � rl1; - ;1 i ' I �._�: -fy� ' '� � � . i � ��� ��� � ` - �J-�- `�� �- � — - � � �, � � } �— � � � � � � Q r-� , _ , , � \ m � �� � , , ;., . � W � ' � � �' � � � � , . � � , i � . _ _ _ _ � OWER EUE P A . , __ _ __ _ � , � � � F� 1 � c i� r icc� l 1 � �� er �� d I ��� � , I �� symbol descr � ption � � � GAF� A � E � � H � exterior site bollard _ 1 / 41 I = 1 � O I I � I � �. f . � � exhoust fon I + II > II � — �, t.,,. a� � � �r f , L [ _� 'u � , �:_ , ^�l 4 � LC) W � iowsHEn�F� �M � 1 0 X 21 1 ( + ) � ,_ 1 1 ' 6 " X 12 ' 6 ' 1 � TORAGE w � — Wa�� �,�t � z, I I� , � � � � � � Gour qong roll outlet . i� �� �, i �i '= � � - �J�L — qr ounded outlet per code , ', '.. �. � ,� ,, � li ' 1 `� � I [_ ._ _ _ _._� ' �r � __ � �h---�{�� 1L} � � ( � 0 0 f - 5witched outlet , . � \ � lJ � ` �\ -_�w ,� � I p I a n � � _ �'1� � � � Ill „ � � p „ � �} recessed con � � � . � � ceilinq 4 �xture � � ' ' " , � r � - - - _ . _ - - - � - --- � � . � , � �. . .. - - - - -- - wol l rosh - � � ' ' ^ � I " r �. sconce i . � L � � telephone outlet � � � � � I � Mp� � SMItCf1 ___ - � �� - _ - _ - ={ ,> �i � )� dimmer su � ich � I . .. I � j - _ < . ._ - - � - - - - - � - J 3-woy swiich - 1_ _ pushbution L chime --- - - uAre : Note : Electiical Contractor is l �, 2 / � � / gg � provide design and startup i for o corr� lete lighting and pow � � r REVISIONS syslern , including all applicat� ie � 6 / OS / 96 i � � � le requirements . � I ����� � � � . .� H �'��. � �� � � � SYMBOL COMMON NAME SC IENT IF IC NRME QTYe S IZE � � � LOS.NNoPI 1204 RP �\III/�� � ' � (ELEV. = 8251.7') � • � SPRUCE P ICEA PUNGENS 8 6e5 ' - 8 " � � � � � _ ��/������ � � � �> � � �� � POPULUS / \ � ASPEN TREMULOIDUS 20 2 " , , C i � C� ' '3 � ��� SPRERD ING JUN IPER Jo SAB INA , g 5 GRL , � f 0.3 � \ JUNIPER GROUNDCOVER J , HORIZONTALIS � O 5 GRL � , � / COMMON L ILRC SYR INGA VULGRR IS � O 5 GRL � VAR IEGRTED DOGWOOD CORNUS ELRGANT ISS IMA � � S GRL � 0., �6� � / MOUNTA IN N INEBRRK PHYSOCRRPUS MONOGYNU � � 5 GRL \ � \ / / ls, \ s SNOWMOUND SP IRER SP IREA N IPPON ICR � � 5 GRL � LOT 13 / , \�� CURRANT RIBES AUREUM � O 5 GRL � / . o L O T ��,, � — —' \ �� PERREN IALS & � 0.4109 A� . `'P�, � s9 � GROUNDCOVERS � �� 1999 SUNBURST D � � �0� r � 1�m `/ � \ C� � � � � � � .� - / � � �, 0.5 ' ��� .�� RESEED ALL OTHER DISTURBED AREAS WITH NATIVE GRASSES �� i �\III/� � �� , � � �YoG�(,� . �� � = ; � e � � CO � = J � �` \s PROVIDE 4 SPRAY AND 4 DRIP IRRIGATION ZONES 1 � � � � • � � �o � �o��' � ��/1 \��� \\l I 1///e.s \ 2 0 9� � � � / �������\\ �� � �o � � = \ � � � J > �` _ ��� /, i / � � � �- �� \ �///lll\�� e�a \ _ � — � � /� � A � � "< � �°I , � � � j�� � ' B � , , � � � � �', � °<� � � , � � . / g�6� _� � b0 � �J'q`-' 6 , �� �9s � . � � f, � , � � � 0A �,Q p; C�` D FRETC�H'�D7FIflIGHT p?�a�� ` � �dey f y 3�\T \ � � �i � � __- / \ {'S� 0,�. ��� / T 9� / O \ / �"�-_ �( � � 62 '" — — �a� �i<< y9.p� < � ' � � \ � � - — -- � m. \ C�� ° _� � � —� — i \� �o _ C`TT('�. � � \ • � � C � � � � � e � - � � 0� ♦ Sj ,� \ `,E, -- � � 69 \ J. s�p / / � \ • � _ �' \ p� p, • "L� .. � \ \ ' s ° m°" � � � � � i ti6 ���' �9 0� ° � oaHwrir,E � � � � � � O � 0 0 � � .:- FR;FMFNT � � � � /��C'F' s s 6�9 CFa� ��� G4, � ` 1��� \ \ � / � p� �6 V ��6�. 00 �f� �� � � � � � — — — i �� �'�III//� — � 0 �'° � °-° 9 � � �/ � � . � 2��� \ � � � � ! � y .. �' / /�y� / \ �� \ � � � �' ��Y ����� \ \ • 5 � ��6 � � � � � � � � a �.. � � ��� � � � a / o � =� � � EDGE OF SL � ��°- 9 / � s� _ \ �� � PE�N� � GRS METER ' _ � � q ,� o�`� ��O � FOUND PIN & CRP � � � + � � � � � � / L.S. No. 11204 0 \�1111/// ' ��� � `y� �� � � / ��� � A � . ) � \ \ � (ELEV. = 8255.5') � � , . °C ` T� f � �12 � SLOPE 60 \ � � � \ �°a. \� 1 � \ ��� _ �' � � _--.� � — ( I�ATED ) , � � \ � � FOUND PIN 6 CRP /�III\\ \ 4 � / 4� eo� � \' � � \� P°'� � LS. No. 11204 III//� � , \ PLA TER �� � � � �_. (ELEV. = 8265.8' ) _ � � Of�TC . PAVERS � <�``�� i \ 0.5� � (� % / \ _ \ � � � � ��� 111/�j � = � % � SEWER MRNHOLE � � � �9 -- — \ \ � / / q \ / e.�j \ ` RIM ELEV. = B258.1 ' � � // / 66 \ �—\ \ \ 62\� q � �j� �?� ������// g/�7� ����\ \ � � � 'p m � �- � _ 1 ! , r-1 - - - • . 'o �e0 � .y .,p o; � L: � \ 0 � � � 6 �A �O 6 � � y �0 �O � G6 0 � cl � �� � - .._ � � le' -- �,,.\ — �\ � � �O�'G " "�^+ a o�`�� / .acz� �� � �// \ _ � 67 . 1 '\ � � o ,a sF ,� �,,. � � � � � � � ` \ qc 0' o � o s. s. � ' %/III\�� � ��III\� s � �� � ���F °2o �.,�- � � 0 =_, �� � a., �m � ���� -� _ , / ,��'O �s q� `��G2 �` � ����I II��/ �/IIII��� a � � � � � � � � 20 `� � ��;, e = �� = � � �����N" �� \ es �zi `. 9,p� � . �@ a: � '=j ' \ � \ + G o. A A 6z ��/� � �\��e.�• . ^ � � � � � � � � �� m� � �0. � % � ` � , �� � 0 / ` \ 0.3' __'\ / / � Y \ �� \ / � �9O \ / \ � � � 0.z � � . � 0.6 � G / � \ 0.5'l9 \ ,� � O�\O / \ / - ..\\ � \ � � \ ,�r � 8.z / � �s /� � � �� � �� � ��_i � � ���� 64 . 5 ' / �� �� � a.s� 4 /� / � � , /�� � se � \ �� \� �. / \ ;a EDG �� F S ,�o � ro"�°vAicH ; ��� � � ��� � � . 6 � i � � � � ///��\ � �a.a� � � � .. �" � v &p � �69 �� � � ` , � I � E �� � lendscape � � ` � ONC . PA�' — � �� , � i • P � io . a ' � H.7 _- �. N.9 � �,• l� H.-j __ , � I = 16 ° 58 ' 44 �j �"� \ , a.z� _ / ,—�a.3. .s� , ` a.,� � R = 460 , 62 ' \ V �� a.3 � , � � � " �' � �ry �� �= � � � � � � L = 136 , 50 ' � � i � _ LC = 136 , ee � 0.5 \ . , . 1 a., �z, � INDICRTES FN EVERGREEN TREE CB = N 44 � 01 08 W ��.3 (WITH ITS RPPROXIMRTE DIRMETER) INDICATES EXISTING � � ^ / � � 3 0�� ea � TREE TO BE REMOVED , ; � � ' 0.3 �,� INDICATES EXISTING � INDICRTES R oEC �ouous TREE OR RELOCATED /� �` TREE TO REMAIN (WITH IT5 fiPPROXIMRTE DIRMETER) \ •S / ��� � � �� DA � B : iN��, ir �� r � s r� �oin oEr� a � � ,� � - �� � A �1 D S CA P E P A Re � � s � a � s � / � � � � �e � �� � �! 1 " = 10 . 0 ' � ° � ° o �d � .�� � 0 oJ FOUNO PIN & CRP s•r�;%�, � � L.S. No. 23506 � � (ELEV. = 8270.2"l L1