Loading...
HomeMy WebLinkAboutPlans 1991in � STI a rmil R 13C NT ARR❑ 3POR� 0 010 oil ti + + R r � l � t I �1 1lilA1ot1y�A1��iAili�i i""' a�rarrr�w�M►ws+�+�11M�c. �' 111�1�1,a�I t�►rt►iM1i11tM11I1►.�i����11! AI��"lt��ll+�t� Nf€ fl�{�fr IiNlNtlfi tolim,I€IiM{hI�IIII�iII t , 41NIII€rw �al11IH Ins'! �i,iIN I icy/ . I>! IIIliNtallt�Ml4 !1 tIMi1 Mf(I!lt1l wiIMOIMIf)f1�1If MiN�M!!►Illiillirlffliilw,iif>�. , . "�fiffiflfl!IIi�M114 tlN�N1M�l�li ��/, ; iltilt�l #4#!fllilfN IN11M1!'MfMI IMI�I+�u�ri� I1YifMw� ..r.r rr,..�. �"V��t 111Mi1'1[+ikM�MM1lNlii�lit I1'I1��1�111MM metit11111i1#Rill ilii IIM�M1 1�i' `li1Mi�!lltNil �iNNi I iMI i♦#iM k lit l li 1I� Mit rrY l FAIR !!Il�IIfo .IM�41� � !I1111 X111# MYMI Il�lit M11�Milli"1�l WIN[ lr+►NIIiMIMIIUItl�11■lM ,Mitliii►%' ViiMilii�i M1M�i141I 1Y f €ilk l�l� ]1 11 Sltt IMl.,�rr,,,�,�rr,�� IIil�li iMIMtlilWirfa •- 11M'i{MMi°1Mli 11 ilflls't.�1 M! isi�l�li,flPi9 11WM1*+Mw�tMAWlliililwlll1%1� (�I{ 1 ntiwrtiilNiMiR1IG'liFi'11��i ffil!!11� t±�l1111i1k1 !>r1ii�#1 ilMiO tIIII�L '�lNIMMii'1 rl#i i+Cl#li f I110 IN NP4 \ :••"•"••" "` ;rlifrY�6rri 1litilrlllfl tl i !INMIi M11411i � �,... _ > If. ININNillt. ' �,fr°��+ _-�__ .. � �wralr�'IINI� +��� �M111�1� .'�; �t�t�.,: .�,..�I�i{mow i�lu�{,�,rlw■i �, � �i ..�� �+. ��1it�r',w \X,JNOI WO i�1Ni�>r�e�s ��u�#r�r�r��+�wt���wn+�° �?.' �►�r°�,��►;�e`�y�iil>�! TIME � ��{,d � <, ; " �€�` .�`��'�!�►>11l►��IM�i�� ; .,t',/�Il�t� i#�1#lii IttI1'#�i14t�4► ,A1i1I11�,�"` .'` •,,,. , �xillill�.,�;�'"�11�11I ,,... tMl►Ir,�iIr�r>�rr►��:;�a. �.i�1li.,t.itilll IwlD�lirl�lEw i t .' f,. `� i.��tlf#Iiillll� ., t�. € "iii � � `� ;• � � ,. - +s:w» wsr I's A8 MIN y� Mom ,/�►/ psi. t � , � ° 1 gum,"1•m "• � ryi .c..r � � •��ti���9#��f'M '� i I��i fa ° .R. r., �\' .I� °`�\■ i .�I sIAS' , "1111IRd'al i i In= ii. ' t� 1, y'�t; ° � ♦..' t fr���l \ lid 4 isl` Jjffj 4 ' h'II�II �► 1 �. 1!1 1� !i' � �Orel�h 4►`� f�rj J,��t#t WOW,!* .W—M SOON .,o.. _.. ... -s- ;:,, rna•�rr.® --_.__ :_...�... ► +�-.�..�.-�t.+...n A.��1.. tt".wn..iw..d.m..' ism ri "" ►., .\ Y ..:,� „r.�1: $�.l�ia.•t� � ♦,.</ 1►A1.f��► M �i± � Io,`,20- lq a`�18 �•® `..sr �i d �:� "•d w tl�►w.:. -i �t y••- Lq i.:is} iil� liralollINK r . Lq ... 11- ­ � � 1- � I , I I " I "I'll-, 111-` -1 , "' "": v_- I I , _ __I ",`,'' " """.- - I I �� I - � � I ­_ -- I _____ � I I 11 � i _0 I I I . I I 11 I -0, I I I I 1 - � , I I 11 I _____ - -_ - - I I -, ­ I I ___1 - � ''I � 11 - I I ­____ ­­ __ -, 1_11 - I I ""', i�' � - I 1, " - I , � I "', i � 1z" ,i�� '' 41% - I a 6 as li, I Z�L 40 _111111k -- M,& 11 I � I go I 1 0 xw� � - � I � - - I I I I �, I I �, I I I I I I PAW 2 PAODUMS I :'�, ,, , I �i�,� . , , , " I " "''; - 11-;1 11 � "' - "- 11 -111, I 11 I \ I------- I _� -1 I � _­_ - -_ I . I � � I � 2.61 COAASN -AM � *IXX,, 4' 1 , LOOKS"I's 11 1 1� I - ,li I. _­­ � I-, ''I ," I I I . � I \1 I � i I I I A - ACI 316 Para 3'3*3* I ". , � "i , 11 , I I 11 i� `1"_:,:_ 40MRAL KXQVIRXMNTS: I I , \ I : I PART I 02URRAL I I B. ASTM -C 33; -max* I i0jun sizes specified. � � I 1, �i ,:_ I e I I � I 2.02 PORTLAIM CXMSNT3 ASTH C 150, Types I or ,� ,::, � � �­t,�'­, -, , I I �, I I \ , 1.01 DIVISION I : GENERAL REQUIRZKZNTS is a � 11 . . III. � I , �, I : " " �� , 1, 11, 1. ­ " I I cge �1� . I I � 1 2.03 TZ NIX I I __ � I �, I 1,,111�1 - � - � I " ,� I 1.02 � I I e _ - , �_ ": �'-,- �1� :_ I . I B. Applicable St i - 'A. "',This set of drawings does not Include , I - I 1 fc " 11 1, .,� ­ 1 I , �1­111�,� �_ I I e . I and - UND � I Sl 4 Inches Z , ":': - ''I I l be . . WA0W*S ,:��)Zt ", -,-)�� P"~61`11��, -, 1��, ,� , �� i wner., � 2.04 e e "I � , I " � ,,:��,­_ � I ,�Z, 1i � . - 1 1.03 RE e mun 4 inches, deep. 11 � � I . 1�� � I � I A. , 2.03 VAPOR BAJMIXRt Standard product, clear � I I ­ I I � ,�,-­_ ?us WORIt . e I � , 1'�,�, - , � -, �, �, I I o c 2.06. RXINVOINCING � � ­ I � "''I,,", I I �­" , I I I - I A. Bars: AST14 A615, Grad* 60: shop bond 1`1 , -1. I 11 I � � . �111;_111111 o- I I � I I e roved shop ",__, I ", -11 ��,_"�,_ , I eqmn 1, �. I drawings. . C, ­­ " I 11" I "", 1',- , I ,�. I i . � I a. e _ , I , �,'11'� , " 1, Z"'', ­ I e I I ed otherwise. C", , ,,, --,i 1 I . 2.07 ANCUORMS ITUMS ,I'- X� 1, � " ''I I -:��, I WORSMANSNIP2,-, I I � 0 e 45 PSF . " , e i: � ,� I , I ­ ,,,,- I'll I ,i I .11 , v, , " ,, I I skill.st-O.in the Work. Work shall be installed: El - 9. -Clips: Mini I �,,�,� I �_� , '' � � � , , true to,dimension,' plumb%and l e I1, � 1, 11'___'11� 11 ''I I accurate cutting and fitting,bf all materials - I I � ee chnont I _'_'�`,' I, 1, " �_�_.�- . I gaze I . �,�, : , . , �,­,�,� I'' �:�,,�,,',,­ I I � steel; -ASTM A 123. I " el � I , ",:: ", � , I - :i'.-', I , I �,,�__­ I " , ' " . � r � I I PART 3 EXECUTION , "I, 1�1, � " , " 11,1- 11 " The,Contractor shall verify" - I I 1, __ , , � " 1. "": 'i -11, 1,�, and site d � I 3.01 FORKWORK , 1�1 I � I I , � -, ,, , I'' "",_ ,� I I A. , ,,--,,_ I " , , I _ - . 11� � I I - I I � I . ,_ 1':.-'1 � "', �, �-,­:� -� � . COORDINATION OF THE WORK: The I 2.01 SOIL TREATMENT , 1"; 1� -- `1;, �,_ ��,, '- I Contracto' 11 � I A. -� '' 1_1 I , 1, ­:_""�� I 11 .,r- I o I I hin the -perimeter line and to juri �� �, �' �,,� ��,., 1, "I "'��­ within 2 feet beyond these lines. B. 5 I �: I .11- 11 11 . year ­ �, I , �,�, . ,� , ­; ,,,, -11, i�`_,�_,`�`,'� I I I � CONFLICTS, WIR.RORs, AND Opll � I . i ,- - '', , ,,, , - ,� " � , ", , ' I 1. - Th I I I a. 'I,", � - "i ,,,�, ",-, , -1 1. � - " I , � -1 a h I , , �,:, , �', I , I., , -1 "'' � I � s - I ," �111' , I ," 11�, i, " , 1� , ,)� � " " 2. In the -event that certain features of I C. r ratio _9,�, � I � , �, I ',,,�� I, �'�' ,, � ?,�� " 11 I I � k . I of 2 horizontal to"I vertical. I �i(, I o, �,�_ 1 I � I", ­_ , " I 1, � � ,Drawin s, obtain clarification from I � 3.02 PLACING CONCRETE 1, I �:x,�, ,_. ", I ". " � ��, , , - - ,g I I h � A. and loose material ,?,�� ��,, 1�, ,, , I I 11 , , , '­ "I I f - the Work. I_ I I r. , � � �, 11 . � - 11 T1. I I _' ,­ � 3 * In,,.,the event of,.confl I � -11, 1-* ."i" , 11 I I I . drawings and/oi� specificati I ' �' ; 'Contractor , ''I'' � I � I - �� , ,��_ I I 1: "I'' I , I I the,Af'chitect I I I I EEION I B. i shall notify the Buildin i 9 ".111 � ,�.,-, ,'jv I., I I i�h ha,11 I . ,, I . ior to � il �,-­ ��, , , �:� 1,, -- ­- , �'�",!, , 1, - . ",`�;'�(, � I �_ � � I I I , "FACTURZR"S PR#bucizisiAND I 3.01 r , , � 0 , �_ , ,,, , 1. .", I - ' ' . , 1, , - ma lo. ,,All nu-fa'c A. I I 114;� , I . � 1 I - ,. "_,, � I , I � � �, . , � ed I pe I I , I ,, �, � �, 1, I I I , I I I 11 � I .prod- I u I � I 1-1 I I I - � 1''. , � I ''I I �, I . � I � " � All products and mat Use C. J 11 , 1. ,''1111 I . I � I I ,1 I I � i .1 I I I - � ,a � I 'the 'manufacturer. areas. B. I I g I 3.03 ANCHORAGE 1� �­ � , , , "� � " ,� . I I I � 1 3 � I I I I A. me I - 1! � I 1_�'11 � . \ I I - �, specf , ce concrete, I :, % � �,, � I I I ,� I I I _11-1_11 notify Architect . ", I- I J'!- I � �_ �_� I an,d_.�-obtain clai0ficati6n before I I n, 6 feet; minimum of 2 I I �'',; , , I I � , " 11, I ; " I I. I .1 I . 1. e. I I ,� - , �­ " , " , i�_-_�' "er/ Contractor to vfrify all I " I I B. , , 11 I " __ < I I— ; 1-1 I I I a a C. "I e I I 11 ­`, -1 - � 121, `-1- - 11� I 1� I . - -, - I . in 11 ", " � , � - "" ;-.. , .1 I . � I s � ��_ if I �11­ ,1,,,', ­­� I " % � � �� I I I � - 3.05 ITIONS __ ,%�, ,�', 11 � 1 ­�'Ie, I � I � � 1, e SHOP ORANIM138 AND PRODUCT DATA ' � A. g: Minimum depth of 12 I " '� ­:", � . `� , ,,� I I � N, I � �_ I. giiii drawings and R. I I i le I I I I I 1'��, I "I-,, -, _1 4, ,., , 0- " , subli _\ I itted to � I � '_ I-, 1, _ � 11, , ,­ I I I ? D "Ill app val.. i � '. . � '', i ,�, .� �,,,_ k� . I I . , 2,,-�,, Sublfitill'tt.als he I , . I I one #4 bar at each cor _11� , '��' ­ a. 4, 1� I - be Au0nitted to the Architect for I I fult height. g I ;11, '' I `1,!,:, s, '' I I I "I � I "review. Review is only for conformance I I I - "I '� , �1�1� �, I I ", - " I I . � � � I B . � � , . , I �ill_,� 1� - I � icer- chemicals shall - 1� � - � . , � . 1­1-�, I J given, in the, construbtion documents. I - . . . , �i I I � . I _ o I r .content porportional to 11. 11 I � fties., rfabrications, I 1 � I I ,� I 77� � �, �� I � methooslof co_nstructio'�,, and I I I � ! �_ i­�`�,��, I I :�� I � , i I "I - I I ' coordlinition with, all related Work. I I I , I � '11- - �"_,, ,�i I I I I I C. t I "" 1'�� 1, �,_ - i 1� ." I - � I I I " t � 1 I ftI r i , �_ � I -11 ���', , I ­ � I , I I ,�` - _AL concrete min. with #4 rebars @ I' 8 11 0. C. . -1 _ 11 '�� � , � ,,,�,�' I _,t, I � I I I � � I � � I � ,/ 11 I . .; I each way. I . , � I � 1. -1 �,-_, " , 1,, - � ­ 1 I - 11 ­ I � I - � I � PA" I ORNBRAL . I I ­,_�, I 11 � ,,, , .� Table 1503112 � '71 1 � �, . �,,�­ I _ " ''I I MINIMUM SPECIFIED COMPRESSIVE STR EN4TN If',f I I 11 ­ � ,��, I 11 1�� I �� :, '. I I � I - . I I I NZRAL RxQurRZMBNT8 is a OF CONCRETE SUBJECT TO WEATHERINP — AND/04 DEICER CHEMICALS I 1.11 � 1, , '' I I I . � ______ ___ _______, ­ " ,�, . �11 � I I I Minimum specified compressive �111 11 � ". I , A , .� I , , , 11 i . _,��,�`� - � , " "I � I I I . 1, I 1, k I ­ I DZLIVRRY AND STORAGE OF MATERIALS: I . 1 1.02 RSTBRXWX STANDARDS I Type or location of I concrete construction s, psi) Negligible Moderate I Severe ", �: I " 1�1_'�' �",' - " i_,� "', - � i. - _ All material shall be new and delivered A. AMERICAN CONCRETE INSTITUTE: e e for I I ; I --- exposure lure _!!ko _ _.. exp�sure Basement walls and fo undations not , - " " I 11 �"` , I I , , ` � to the site in ori I I C ' � --!xposed to the weather — 2,500 2,500 2,5001 Basement slabs and interior slabs on � grade, except gara ge floor slabs — — ___________ 2,500 2500 , 2.5008 i'11,1111 .� � 11 """, -1 � � '' I , .1i, " � ­ I ­­---� I , �� ,- 2. l be inspected at ti 2. A 1 I 31 � � I 1 , 11: ­ � '­ ,�,, , r me I " f e Basement walls, foundatio� W�711s. -.--.-----,-- , ;, r , ,' I � ,,,� * . I evid 1, . I I W - exterior walls, ano other vertical con- crete surfaces exposed to the weather - - 2,500 I 3.000b 3,000b :,", � � � I'll �, I � , " �;: - I e a. U Driveways, curbs, walks, patios, —.--- I I , , I ,k,�­ " 1 ", 3. e Wire Fabric General Information manual. porches. carport slabs, steps, and 2,500 3,00 3,50 :_ I 111, 1 11 11'� � 1 � � I C. other flat -work exposed to the weather, I a,��,a e�jloo! I . ­�`]�­� I -11 halt �, � War%11=11 IF 04. .4 . = �1�bs . ------ _ ___ ''.1- : _ � 11 %O I � � � 1�,�, - store materials, I I �, I � - .1 I , I I I � I I 1;­��, I I 1-1 I recommendations of the manufacturer. 1.03 GATION AND REPORT I , , "' '' I I -1i %, I I I � r_,", �- . I .,�, , , - I I I ',' � I I ­-, I I A. Concrete slab'and footing calculations _,,- I I � 11 1. I ­', I 11 � I ,�%�, ­ � . I I I I e I., I ­­ 1, I I I I - I'' I I - � " :1, I �, I n 3000 PSF I -1 �', I I � , I I � I ,� �, I � I -.;., � I I I �i��i�,�, I I I I - I I I I I I - I � . I \ " �' I I �_�� I I I . I , 11 11. I � 'I', I I e I ��, """', � - - - - I I , �!', �'� I , I I i A p,:, ,,, I I ' ", I � I ons as , 11 � I 11, ,�, I I I , ,�,`,',-'��­�� , I I I � I 1. � I 11 , � I . ": I I , " ,��,, _ I I ��--, � ,,, I I I I . I I ­,-, I I I ,,,�f,, � � �, � I I � �,�,, �, � , I ,�,, I I I I I I . I I � ­�� � I I I , ­", " I , � , ,_ 1 1 "I - ��, . I i"'I"P"'I"', - � � I I I I ,"111 � � I I `� I I , �"i� �,. 'i I :, I � � I 11 11 or ,�:�­ '' � . I I I ,,`�':,�,�',,';, " �'11, -, . I I � '' - I ,� � I I I "q "', , , , , I I � I I 11 ,�,,,��,,9­,,,,��,_ _� � ,, �', I I I , � " - �"".-, ,� � "'� 6 I I I I I I I I 11 1, ,,`��;'�_, � , 4 , I � I I I I I I fi�,��,p�­ � � , " '_ . I I - I � I I I I - V -1-i", � I � I 1, ,, I I I I � � , I "__", - � - , I , __ I I , I I X , I _;_ I I I I 11 I � I I I I � I � . I I �: I , I ft " , I Ir fi, -11 I 11 I , '' I I I , I . � I I I ,� 111, ""',':,��',, , � , �:, � - I -I- 41 I— IZ � - �, I I I I I � . I I I I 131 's ­�;!�'­ I " I I lljll�_ .i - � 1, 1- I I I I � I I I � I 1, I , I I - I � I I 1. ,, ,i; � - 'T" 1, I � ­ 1, '' ,�� - 11 " � I 1, I - � I I I I ­�, _�_ � � I., 1, , I I 1, " , . ­ . I III, I � I I � I I I I � I I I �, � ,� I '­ , I I I I I 4 h�4,�4�­:� �, - 1.� I - -� -1 I I I I 1� � I 1 �,%',�-,4, - , _�'! I I , � ik� I I I I I , I I - k � I I I I I "I �,�-Z'­�� ,-, '­ I I I I J I I �� 4 "I 1,�,�',�­�,��­ I - I � I I I � - �� I �� 1 I I 11 � I I ��11­ I I � I � �, : - � 1.�,�;�,�, � ,_,-, - � � , " ­ " I I 11 �, I - I I . I I I I 1, 1, � I I I . � - 11 �� -- :,,- 1111 11 , 1, ,,�' I . I 11 - , "' I I'll, I �� I "', - � I , �_j I I I ,­ I I I . � I - I I , I I 1, _ . I � I I I � I I I '. - ,� �,`�Ii�r�,", -: I I I I I : �1` " I , `�-_"� ­ I'll ­ - - I I . I I I I I �', I A I ., -7 -P ,,��, , - �, I I I I � ... �­__­_ I I I I i D , ""' r��_ i� - ... � I I � I I I I I 4 I I M I I I ,-",-I, ­ � " _ , - � , I "I I I 1� I I I I I - ­ ,, � - I I I ,� , , - , I , I I - I I I - - I 11 I ____­__ � I " I I I ", ­ I I I I I I "I �� " �A I � � - � - I 11 � I I � " ,_ - I , I I 1, I t I . � , I i - I I I I � . I I I "I I I I I - 11 ., I - I __ . ,,�,, :Z',,' ''I ­ � . I I � I I I I � I'll I I I ''I I I I I I I 11:1 � 1-1 , I I � 11:00 �,:,�`,��,, I , I I I - � ., I I � " I I � I I : , I I I . I I _� � '­ " I �� I I � 4 I 11 11 I I 1, I I . I 1� I I ��,�, i 1'� - I 1.11 I , - I � I � � � I I " 11 4, , ", I'll -1 ", �0 '�, I -16 I I , � I . ''I I I I _!, I I _1 I .; ,__11!�'�111�'�� '' I I I I I I I I I I I I I I 11 I , I 11, 11 - � �­ I I I � 11 � I I I ... 11 ----..-" _.- ­ ­ I � I- -1 ­�__ ==- Note a. Concrete to thest,locations which can be subjected to freezing and thawing during construction shall be air -entrained concrete in accordance with Table 1503 3 1 111sts b. Concrete shall be air -entrained in accordance with Table 1503 3 1 Note & I psi = 6 895 kPa . I I I I I ; , Table 150311 1 TOTAL AIR CONTENT FOR FABST-NESISTANT CONCRETE . I - —, --- Nominal maximum -_ I Air content,'percent I aggregate I a I - __T_ ---'-- I I Severe Moderate' size, in,b exposure , I exposure - % 1 7% .,— — 6 __ I 1b . I 1 7 51h % � On, , 5 1 6 I 1 0 1 1 1 % 5% 1 .0 1 2C 5 I � 4� — 3c I J 4 Yt I - I 3% - - -_.-- --- No & The severe and 10066(still exposures rofforenced in this table are not based upon #0 weathering igion shown in Figurell%3 3 2 -For five purposis-of thfs,section, sova($ and Moderate exposures shall be mod As follows � �, I il I , Severe exposure occurs who coftictreto 'will be to almost cont"Mus contact with moisture prior to seziing, of ,where diticing salts ate used. Examples *it, A&VORWIts. brWp docks. sidewalks. Parkov trages. and water tanks, -1 11 I I I I I 11 � ifloderate exposure' occurs when coliwelts will-, be only, occlismigilly exposed to ntiolstura p( I lot 10 oertq, and whem noiftic"'Saltit are used. Examples we cortaiii exterior wafts, ba". qljjdsirs� and - bs ��l in difireit'contactvith sell. I I �, I ­ I . I I � I I , go IL Set AST#4 C3,3 listed in App*"x Alor oviereizo joilareticas IV various " � NOW ofteximum size � i"itions" I I 11 I I I , �, 1� � I - � I 11 . � I I � 11, I NOW&Thesit'sWicoptenti apply to t0fill MIX. as for 1100 prilicediho 411111111,411111M stm� "WINS" #4" " �, � mcrat".,116wevv"*"(74�itwor,#Iitttw�in�b,Wto'movlwi4ban*04vor,$*Aftio*akooidwjs , , � y , itifirminedonthilhinus-_ Yt-irithiltactlim,ofitAx fT'D'Wsm*'Onoirto"*M*tdouvw*do$*Oeitovws I I I dvW,ftifWo",P%ftftA-1**ch"WV*� , I , 11 ifuej Aiiriconifint of total erii* Is con"puled from , I v" -Ii, , I I I 1, , - ,�_, I - 11 11 I , ; ijuscl I , . � I I I � I PA" I GXNX9AL I I I � 1 XXXIAL RXQVZ'RXXXVTS is a I I � 1.02 REFERENCES A. 'BIA. - Bricklnstitut* of America . I PART 2 PRODUCT$ I 2.01 e FBS, e 2.02 MNY . � I o e 1 , 1 Type 1, Grade N, normal weight. I 2.03 2.04 A. S. 525, Class G60, g C. An I I 2.OS FLASHINGS � A. I B. I t i I- � , , . , , , � , � " I I I , I I I 1 3.01 COURSING A. d I 11 � � . B. bond. Course one unit and one mortar chilis. Form concave ' C. Bri ing bond. I k units and three qual 8 inches. Form, 11 I I 1 3.02 BONDING AND PLACING A. f ,; I 1. f e I olid mas and elsewhere as I � ;� ? I 4 1� . ' B. Install jo e C. . I I � I OR I � � ' C. Reinforcl I I I � e I e ntersection, at e . I I 1 all be anchored 1 I I n � 1 ursoolimmodiately be � ee e I I - all be lapped I I " at splices. I � � I I ,shaIl be e 11 I units for corners and.wall inter- , isections. � I . I I 11 I . � . I I ; I I I I , I . - . I - I I I I I I � I I I I I I - � ,� I I I I I I � I I I I I , I I � I I I I I I 11 I � I I I I I I , 11 I- . . I I I I I I I I , - I I � I I _, - I I � " I I I I , I I I I I , I , I ''I I - I I I � I I � I , � I I . I I I I I I I � , - I , I I I I ­ I 11 I , , I . I., �, - I I I I I I I - I I I I 1- � I , I I ,;�­ , 1, � ,,�, "I I I I I I I I 1, , I I I I I I ,,, , , . � I : I I I � I I I � � I � I I "I '' 1, . 0 '' I I � �11 - I'll, - I I I I I I I I - I— I � I I . 1. I � I 11 I I'll 11 I I " I " I - � � � - I I 11 ,� " i I" I "I I I I : , 1,<­� � ; I . , I I � __ , , _ - I 11 1 ____�,� �, - i 6 , '' ,e " � I , , , I i i r I I 11 � , I I I I I - I I I � � I I ____ = , I -_ - _ I I I �� - I I � I — I - I __1 I I I I - ---- . . . I I I . � I � I I , I � I '' 11 I � I D. Anch e s into,grout filled CMU cores, 12 inches from o more � than 8 fe4t,o',minimium, of 2 bolts � 1 3.03 WIRP HOLES* CONTROL & ZXpANSIOyjOINT9 A. es, control, and I expansionjoints- inaccordance with I 1 3.04 CRAWL SPACE VENTILATION , A. Provide crawl space ventilation as - I I I I I I I I . . I I I I I � F_ -7 r_J � I PART I GENERAL I I 1.01 E EQEME I part of this specification. 1.02 � A. I 1.03 AWI - American Welding Institute'. I I I � A. - Structural Steel, including beams, B. d I C. s: ASTM A 307 with , ncrete�-,, �� in and 15 inches',' to I I - � � I I � I I � I � I PART 3 EXECUTION - I � � I I . 3.01 I I A. se in accordance wi I zing �an � n � e installation. i B.� Welde in,.accordance with � � AWI or ASTM' A500. � C. End bearing for lintele to be minimum i I I � . � 3.02 ERECTION � A. a s I � to l aring plates to insure solid support. Field I paint. I I B. steel beams bearing on masonry. ips, anchor straps, ge nd ces'\ I as may be required. I I I , , \ �Ir' , I . I I I I I � - I I � I I . I I I I I I I - I I I 1 I . I 11 � 11 I I I �� I , I I . . I I I � I I � I I � I I I I I I � I � I I � I � I � I I I I . I I I I . I . I � I I I I t I I - I � I 1. i � I , I I I I . 11 - , I , I I I - I I I I . I � I I - I I I I , I I I 11 - I I I � � I I � I 11 I I � I - I I � I I 11 I . I I I I I I I � I I I � I I I . I I I I I I I I I I I . ,: . I I , I I - I I I , I . I I . I I I I I I I I I I , � � . � I I I 11 I " I "I - I I I I I �� 1, I I � ��, � '' I � I I I � I I I - , I � 1�1 1 11-114 1 ''I I- a - I I I ,�, I , I I I � I I ,�, 11 I I " - I I , ''I ,;, " I , , ,. �, I I I I I �� I I , 1, I � , I I I , � � , , '1� � " . I'll � I �, ", . I I I 1-1 I I I " 11 . � I I � I I I I � I I I '. � I I : 1, �,:, I I ­ ­ � I I 11 I , I : "I 11 " - 11 � I I 11 I I �_ � I, I I � "I . I .11 � ," , 1, I ­ I 11 11 � _­ ­ - 11 11 - I � I � I � ­­ ­­­-, �� I � - EM �il�l � �� '' -1 ­­ 11 -111 "I � 1 I I � . 11 _`�., I I I I 1_1 I I I I'll - I � ", 11 - ­ - " , - ` I _­_­ _� ie __ - I I , ,: I � � � ­ �­,­, ': I ­- ii�, �, I 1, � X!, �, I - ,,� I I , _ I . - , , I i , e , ": I -, �, � "., , � I I . -11 I � - - I "". ��, I I " I � I 11 I I I I 11 ite V, I d -, _,", - io�40 , old iz= 11111111IL-1111111111111k I __ 1111�li � I 1�,­___ � I I . I I - I I I � I I 11 � 'I'' ­ I I I 'I'll ,�, ", ,;e, �, � I I _�,111_-;,,_�,��� , XXT I GXXXIAL I ,� I � I , "" I , i 11 I I I 11 � �,4 � , i "I I � , I " - - -, � 11 � 11 I , ", , I � I � I I . � I ''I I I ,,,, , I �c,� i I " I I ��__�,'­;:,_ I I 1, " 11 �. -1.1 ' , I � � ": �,- ", � , ­-, � 1.01 DIVISION I I GENERAL RZ Ulftkk ­ � i ��,4i I'� I � 0, " We 116� I � ,", I I -1 , , , '' fication. , ' ' ,� I I I I I I , . 1 1.02 REFERENCES, � 11 I I I 11 "I � A. AITC - te of Timber." I'll - ' I I I Construction; Standards manual. �11�.- - ,� I I � - IB. spection Bureau I -,,* I , 11 I . ' rn _�_, I I Pine Lumber. 1, I I I 11 C. TPI - 85,- Truss Pl e; I I I � tions for Light Metal,"-" I I I I � , ood\Trusses. 1�­ � I I , 11 D. APA - E30-86 - Aseric'an Plywood I" I I c I - ''I � , I � structilon Guido - 11 I for Resid ecial-, 11 11 , I "I I'll, - I , , , �� � E. I e al '' I'' I . . � "I., Jurisdiction or,in its absence',^ BOCA—' '� , I cili of , ­. I 1, I - America; N g -1 11, I 'I'll � - 1.03 I � I ''I � 1, I I DS/PSF I I I;, � I "I I I I I 0A. : PSF . .1 I I I � B. o e ic: P , SF.' I C . Roof . I : �i� "I PS F�. � I I D. lcony : 75 1 ,,'PSF-. I I C 11 I � � I I I I I I I I � I 11 1�1 I I , I I I - I I I I I : , " � I I I I I � I � I I I'll I . I 11 I I I I � , I 11 I � . I I I I I I � I I I 'I', I I , 11 I - � - 1. I I � � I I :, I , I ,� � . � I � � I I I - � I . I I I I I - I I I I I - I 11 I I I I I , ­ � I � I . � . I I I I . I I I I � . PART 2 PRODUCTS ­ 11 I I I , I I I 11 - 11 2.01 FRAMING LUMBER I - I I I I - � I , A. f ' 11"' I the following minimum allowatite'dosign_,'. I I ''I I I a-, I I I I : I I � I I 11 , I I I I , El I I - "I ' ' ' , [Normal) : Fb - 1000 PSI.,. I I - ''I'll I I . � Repeti _. Fb - 11510 PSI.1- : Fv - 75 PSI-.' � I I +. Compression Perpen- I I I -1 1: 1 ticity:_ r*1 ,400,000PSI_ ­ , I , - 19%," 1, I I . � 1, 11 I I - - 15% I I I I I I 8,. Interior Finish Lumber� I I I ''I I ' ' I tent:_ - 12%� , I I , ' B. fters, foundation piato'&i , re in I e ucturat'i I I i e the � I -1 l . � � I I 11, 1� �, - �.' I - I I .11, I I I I 1 SHE I I I I � I I, I I I 11 I A. s and wal,114111 , PA 1�structural 1, Grade'C- I DX1. -� ,,,,� I B. All fire retard tit, I �,`,i � , I I I ;�, I .1. I I 1, I , 1�11 I I , I pa I ny 11 : ",_1 I i �, I e I 1111� I I I ei I I " I , cd � " �, "', � I � 11 I I � I I I ­ � I �i I I I I 1'� � with a ,detailed li� I I I , I I I description of -the testing , I �,- , -, 11 - re I ''I' � � I , 1. I 1� I I this. I 11, � I 1 I I � I description of a structu , I "I I ywood performed ., I I y'' �:, , � I and ' I I I I 11- I by,aprofessional I I i I engineer in the,jurisdiction.where I , I � I ' I I I I econstructed_� - I - I 1 3. In lieu of information described ' '' � I I 11 ' ' I '­' ion(on APAfs , . I , ating,that the product,-' � , I , , , , nded,without, _'i I I I adve urability,and -, , I I I 11,�;�,; I I I I � , I I � I - " , � " I - ''I I , � I I :� 11 - I ' C. heathing shall, be '','," minimum. 5/8" thick e I .'. I I floor joist spacing sall be underlayment, ype plywood,in group . I I , 1 1 � I _ I I I I I I I - i , I , , I 11 ", Table 171U I I I I I -, �,� I ALLOWAIN.F SPANS FOR PLYWOOD FLOM AND ROOF SREATHIN CONTINUOUS OVER I __� TWO 04 AIM SPANS AND FACE GRAIN PERPENDICULAR TO, SUPPORTV ISPAN 14 I �%' I --,.-- ________ I , � � Panel I Roof I I- � I floor I span 6 I I Maximum span , " Loadipst)" , I ' rating, tinches) I - Maximum, — -_ —_ -_ , , 1001/floor span Thickness Edges Edges - i0tal Li—ve " , SW I (inches) tflOciled' unblocked load' , load, linch") I I I I I __ I I — ______'� — 1210 1116 — _�2 12 ___�35 �13O 0 1 Vw -% , 16, 116 1 80 , " 65', ', ' ,,,'O' 'I', I . � V14 % � ' - 194 I!, 119JI i '' .70 � Y , W. :1 is I � � al o 11% - 24 . 2V7 W " , '4W" , � ,,fW , Pwi � ,�OVA *�. % 24--� ' ' 11 so". , ,41`1 MA11111 V%k %, % ,32 2C, � 40 � � I , -,j ' 4004 , I ,,' , , iv � �': , TW '132.,'4,1/4 40 " S,� * , __.11.1.11148/24� , 1 11/r.`A, I/# 48, 36 1 � ,40# � �35"­ , 2� , - ­_ - 'Nehis. For, limitations on the 4pplicabtfirty of this, taw to vades of **00csoll, soc, J I , I lion, 11031 1 *6 4. Span fating appears on all panels in the construction grailes listed to tection 17104 l", '' I � 100 r. Ed* shelf be blocked with lumber of other approved type,dii edge support � I � "I "I - '' , I I 6% t Forroof fivo-load of 40 psi o(jjj,&1 load of 55p$j, ditclease $psft by 13P , orce"corli , " paffet wit , I � , I I - I , next offiater sw rating I , I I , , , I 1. I I I "I � I I I � �, -, I I - 11111611 & For requirements for woe suppon and allowablervpfform load,, see setw"17 , 103-11 - 1, 111111111114- U39MOM shall be 24 inches it �%W-Ino wood strip 11001mg is installed il,�iighf, - , , , I No a. Foir joistsispaced 24 1kheson, ' I I k angles to jillisill I I I ciente(� jilyiiirood sheathing with �span iawq "befs 4120 C greater SAO not be used for surbilloots .except when-4upportin ' I ' � � 9 t * finch", of It9h Concrete ", I 1� Oftiti�ffKh"2544rm.,tpst -4WJigffh1 ,,- ,,,, , - � . I I "', I I ': , , ,'�, ,,� ii `�',�:: �, 1� I I I � I I I . I I 1; 'I, I I I I I � I , I I I "I :_111 I r ,., 11, ­ �:� , �� ��] I I I I - I I I �. . - 1, I I �, ,� �, I I _r:,,�i_' I 1, - , I I I - I I ,��,_, ­ "I I � I I � 7, 1, I ` I'll I � , , , ,�, I "I I I �, I ,, � I I I I - I 11, � I "I - * I __ , I I 1. ­ I � '' I -:_i , " , 1, " I ­ ''I I I I %li-I ­1� I, , I I:. '_, I I - " 1:� � i- i 11 , 1. �,�, I �11 I :,, "_�, - I ­ , � I I I - 1, I "I I 1- � , I - 1, �5��,­_ �' ��­ I I I , 1, 11 � I I I - , , , 1, - I , I ,� -, ,�­ � ,,, , , ,.i � �, , I I 11 , ,,-,, � I -11 , - ­ : , �1, 1,�� � �, � , , ,-" , , 11 ­ � I I I . I I - I �_, �_ , -1 � - �', I ,_ ''I , :­� , ,,::' _11�� I I , ___ ­ I , , I I : , I -:, I I I I_- : ,� ��' , I I I 11:� ��'_, I I I . . I I � I - � I I I �� 1, ­ I � - . - � :,�',: 1� : , � \ , ", , , ,.�, I -1 I 1 1.03 FIRESTOPPIWO I I " � , 1:1, 1':�, , I - I � ­ - ,� I I � ,� 1,1- I I a I , � , I I ''I il_�,11_1'', 1461101111W - " ,% I ­�-­�,. , : , ,� ALLIWAKI POM All K"AN C"INkAtIM, KWtM-V$*kAT8*1Y.8 I off all c I �W I ': I PLYWIN11 CUTMAUS, "Ill TWI " 111114111 "I All FACI SUN "AMNOCULM I � � `�,�,_" -1 I To SWMT (Tvant; a wilits? I 11 '­`, `1 ___. _ -_ _ ___ —, ---. -, , _. , _ _ I 4 ,,, � �': , - I ------- - _. : , '. � , ------- _,:_�__�' I , �,��,�,_'_]: � - IdOnt1tK0011 � Maximum � I !1. �11 I I I __­ - ^ -,- ­__ -4, —, � - . - ­ ­ I— -1 __ __ - ­ ­ ocations,,as follows: '', �' . " 1_11 � I 1 24 48 ", spoctats groups $6 20 , � "', � . I - I- I _ _____11.,___-- ­­ ­ - ---- ­ I I I I , \ , � , ,' �: �, , , I I 16 % 111, - � "' �, " , � I -11 I I I , 11 11-1, �: , 2 3 14 % 14 ­ I , I �, ��'. ,,­, I . I , ��, � ,��: - , 1 4 , , h6 14 I - 11 _.- , ___ ___ __.,_______ - � � ,�; ,;�1`1' , . S ftfall 9 160C 20 0 c 24 o c 46,0 � " , ,��. , , I — _.,_J_ _ . _C__ , ,,, ��,_ - __-, .. ,. . - � . _�,­ , '"*usooflao*171032*m$ectowl?lO321 � I I � 11 1, ,Z , . . ftla A FW firidlotalift W % I I , I �_,��­', am 6 ApoKanift to sit rades of sanded sateloof type tilywood _�­, " ­ Z, 1 �'­'2 ��`, , 1, Am a Alipticat" to ulstlertalliastit grads, and C -C iptugg"i I, ,'�,, I � � 1 ,,� " . lot I inch t 254nom lost - 4142koliel? k I I , - 'I', I 11 , 11:�� ,,,�,� I I - I 11 g � , 1. I I � ��eL. I I I I line(with run of stair adjoining I I 1-1- 11, I � D. I , " I I I 1 - ,1�1 I ,­� 11, , � , � , , I I '' , " - , _ ,I I I 1��'­­ 21.03 RSES I , � � I I , �� : � , ,� I , I �l, ; - , , A'. �Manufa I I � � - " , - _� I :��,��, I I I . � , , I-" I � , I . I � ''I '' I I I I " ," �­ I I I r �,", - I � � , , � , . 1, I ­", I ,�t,, " ,;_,­, B. u � I I � , , - I �11­11_ ,� I review of design g , � , I ,,, , �, -,. � , ,, 1� I ­,,_-�­ I I '1`1� - I I I I I ­� � 1, " � � I � 1�_­I" I � 11�,�,, :_ , ", . , � ­ , '' - � �;��"__ � C. Shop truss drawings to bear seal of ""'' 'Z� �­ I � , e�,�­­ r , � I ,',,,I � �, . I ­ I me I . , I I t�,, I I I � 1�11_ I I � I 11 - 2.OA FASTENERS I � I ­�11'.­ I I , ", " - �, A. - � All fasteners s "�, � I 1, _ , _�� I � � t`_' ­ I ,%,, �� I I qu 1 , ,:. 1�1 I . ,�­­ � I- . I roof and,grouted �1. local buildi-nq code hav' "-1 � I I ,1�1_ ",­ �� , I � �, -, _�`��,,,,­ � or, in its absence', BOCA Code, Appendix �,�!­ �� 1 -7 1 " .- , I , I I � C� �� I I � I I � _�,, ­­ I ,_" , -1 I B. 'Use -for exterior and . 1 .�,,,',', � I I " , galvanized nails' . ,:� - 1i,-1 ,-,.I � I( nwet" l - I I I � � � - I I 11 - � , I , I 11 "' � , 2.05 FM � - "J 11 I - ­` � �:­', I " I 4_ � -11 ­ I I A. - ­ � � I I �_'_, �­ k- , ;,­�i�­,_,, standard machi � � I , � I I I I � : I , ki I I �� I :Washers. ,"�, I ' I ints, IN" �-/4`I,_ .,- Steel -plate wa e. as ��"'­:�, � I I I t2�,', � -, follows: I "'; _'i , ��, � "', I 11�__�, "I �1, � I �',�,�� _, 11 .1. 1/2 and 5/8 inch di-ameter bolts: , � "";`�,"':% - I 1 3.04 _ , I I ;!6�1��_ � ,�_�, , , I I,- , ","! �'Y -1 I I ", � � � , , � , �, �, ,,, , I I , �', , - 1 nch ,,�_,, , , I ,Z,,:��,,,,��_ I I I � �,',�,,�,, - ",-, , I square ' x , , 5/16 inch thick. , " - , ',�_"­ , 1, C . .,Each bolt hole in wood -shall be drilled I ,;,�­� ") , I ,��,�,",,"-,,% I ,-�'�,,,�,,� I 1/16'i � ,; i, !� , I � � I �,,'�',,�;,�;,,',, ,, I " han 1/2-inchgypsum '' ­ � 11 � ��. , !" �, �" I I / , 1 44A�]�,,:� 1 1 1 �"__�1r, - -04 BUILT-UP WOOD SZAMS , I ._.'_ I 1 2. __ � � , �,_ ��, ,','�', ��' I I � .1 1-11 � I I I �,,',,!,_��,� - '11, X. I Bu-ilt-up beams formed -,,by multiples,of ��4;:�;�,,�-"-�, -, - N �y 11 , , I'll �, � 3.OS FRAMING P3tACTICZS _�,"" I, ", "'I", I - - I I 2X members shall b n � " - ,�, � I 'i 'i�,, 1'�:�_ "I I I , � 1, -, ,:�_, �i �' il, �� --' � , � �, - � ;, - 1,�.`�";,." � :, I I - �,'�,�,,,� ,,',�' -, � I ) -1/4 -inch or less in depth: ­,,�, 1, � I ", -, ", ,, , -1 I _ � , ­­ ,� ,1,,�-,,�"'­:" , -, �, 2 ro,ws of 2 1 , � �,�,�'­,-,,'� "" �, - � "I I I , , I I , ,v-,`.`��,�I,,�,�, 11 � n � , .�t_Z�� I I I I I I , .',�k ''!""' � �, 2. Ikembers icireater tha'h ,9-1/4 inches in `,�` "I I - - I I 11 - � I 1. I ­� :�11 I I I depth­b�r multi le 3X's*. Through I- (girder t,� I I p ,-� \� bolt 9,� - I . ' I : 9 ��,�, I I 1,111, , b�ol � I ; , �� ,��,� ,, 11 I I - , I '� ,:� �, ] I tn. I ,�,, �-, ,, I � o - ' a ­ �, - � � ,�, �:_ " , � I I n'� "'. 2.07 LTS I "', � "I I 11 � : �,,, � :, " ,� "I ,; I A.-, I 'Struct,pra I I o � "" I , I I I I '' , I I ," ,_� � 11 " � between,,bolt head and I I I , I \ " �, � %� � 11 - I wood 'member , / I I '', — AGAINBT DECAY AND " � "�' , �, 1 2.04 , P46T*CT'ION TERMITES I `­ ��,�, ' __ ' A. Wood'embedded in the round or in - ... ... � , I "::�-`:.��,'_z-. I I 9 I _ - � " �,� ":,: �," , .1 � 1. - , � c ,� �, I " � I I,- � ��,­ �'� I I ' "for the support of pe-ruanent structures, ;,�,--f-"�,",. 11 � I o the adjoining stud, � �,, �;,-,,`,, "", ", e o � " 1� �T,,',,' ­� I e I I ��11'1e'_ , , �,:%_,,,­�_ . 4. � Wood Joists or the botto' ,:� """ I , � , 4 1 , - ''I � 1, I closer than 18", or wood girders closer I ­`­ � � 1-1 �, � � � I - , I ""I'' I - - "', I " - I I �� I'�', , I , 11 I 1 411. 1 � I � I'll I ' �, - I , '. , , 11 , , , " ,and -their supports, shall be of treated ere I I ��', " I , � I- � ''I -1 �'.1 � - "', od of approved - - I I ­�;�.:,,,,. - - 1�� ,,,, n'a'turally,,durabl - , I :F, ,� "': I I:, I _ " � " � �,�,'_: I h � � I �' -, I - I L A_ __ � �� 1� 11 - 1 2.09, PLAT�E)ff, HILLS AND 4L,22PIERS . means. � �, � ' 1, , , , :1 " .1, 1, A.. - All foundation plates or sills and_-, I , ", �, I I - 1. 1, I 4 � ,,�_ � � '' � I r �_ I "I I ;,,I. I I I - I � 1, I , . I 11, ms, joists and rafters) ''I - I I � I � I I - I "I �, � ��_ , ��, 1� I ' 1, � ", �, I I . � ions, shall be treated I rafters shall be limited to cuts and I �'_, �1, I � I I I I'll."- n redwood, all marked �1. ''I I , ��:,, � '', I 11 e - , �, �,, ,,,, , � � I , , ',I :,,�,�, : I - ­ sha ,.", ,,, I ,,, � ,� � I � � I �_ �,, " I . _ ,11�,, ,--,7* ", I I I �,�,, -�, �, I, I � exposed plywod seams to be I ,11 I I - "I"'! -�,,� � I ... I'll � 1, 1, I covered with battens I I 1 . I I .I,- I 1,; 11 I I I � � . I I I � I I I �`, � I I �, _� - � H 1'� I 11 I , , I , , ��, "I � i l h I", I I I I ! .. 1. � I �, I , I .%, I � I , I i ­ � I I I __ 11 I ,�� . 1� -11 11 I � I'll I I 11 the depth of the � I , 1, I I i I � 1, , , . I joist. I I �� ,�, I I 1. � I 1, r I . 4. (1,ap) Joists framing from opposite I , I I I , I � I I I I I 1 I- I I . ''I I - I I - least 6 inches or I ! I I I I I I I I . " I I I 1-1 the opposing Joistaishall be tied to- I , I , I I I . I 11 I I I . I 11 I e 11 I I tgether ,in an approved manner. I , I I I ,� 11 I I 1 I 11 I I I i I � I I , I I 11 I I . , , �,'_ - I 1. I I _, � I I I I . I '; - I I ;", " e � I . � I � � 1 11 I � _1 ''I � -'��:, , ". I � � I I .11, , I , , ""'' I", � I -- I I I I '.1 � - " I , I , , ", - '"""' I I I 1� '­ I � I . 11 � I � �-,,��",_� � I, � _1� 1. 11 I I I �l, � I I . ,�­. I " 3. O 1' ,WOOD COLUMNS AND POSTS 7. g �­ '. � I , , 1� "' , . , il.,��,­ A I. All wood -columns and posts shall be � I I I I . ... I � I � I :,"_,� I I o I I I I - - ,�1. . , . ,, �: � , I : I'll shall be,designed to hold column or I - I �,_I 1-1 I I I r - I post securely in position and to I ­ �­, , I I I I I 11 I I I , I I '' � " I �:, �, -111 I � , protect its base from deterioration. joists more than " � " , ­ . , . I � � ��Z,!'­, I I'll, - B. Jn Areas'exposed to water splash and in " " � "' ,,,1�7, , I I I , �, I I 11, ; "I I I r, " I "I' �exterior locations, wood columns and I I t", I , ' , � 1�,,­ � I " I I � I , ,,z I . I I , I'll, � s uppor I unless bea i�,,� I I ast 2,,inches above the I , 1,1,� ,,, . o I I I ;1 I I I ��,_,_,`1:1, 11 � finished floor,and and shall bear on a I I I I . I I I I I 1,'i­��:,-"�­ �,z , ''I , I 1 ) Bearing '. I ,�­�,; �, I sate, a foundation platte, I I ts � - -;11-1 I .1 I 11 I I , I I i_"": " , I I I , . - I ­ � � I 1�1 , � 1. I or �6411 as detailed. 1,>-1 I � I � I , , � �' ­,, �;�-: I � " - C - Posts or colum s of.treated wood, I � 11 ;� � , ,,�­- , , n . , � ,,�"- 11. � I 11 . I I 11 ': �,. , I foe redwood,. or cedar may I I _"', , � � I I ","� ,"`�, i I I . I � I - , . I I , 11, , � � ", � , I b,el n,concrete,,solid I I I I - ­:­�, 11, ­ I � I I � I I 1: ,� �_ I I I I �_11 - � I u masonry. I � , Ir: , 1 " I I I - : I I " I , �� I - , ,V,'� I I I -WOOD AND, EARTH SEPARATION . K" ", " I 1 3.02-, 1 1 ­ �`,� I I I ; I , I - I I � , . I , ,,, ''' ,� ", I -- I I I I � ; A." � I " No untreated wood,,,except foundation � ': ;,,� , � ­ 1, I I I I I I 1�,�,�', , I " " ".", - I - , I � I Iredw6od,,shall be,nearer than 8 inches I � I I I 11 I i;� �,,�'­ �� I I ' I , " . I I ,,, , .1 � , � I ,-to-iiny, earth unless separated by I I I 11 I � � 1, 1 1� 1� I I 1 � I I ­ ­ I . I , 1, -, I I I I 1, ltlbnc -ete'at least 4, inches thick and I I I �, I 1- I r I 11 I I I , I I I � , ' I I I I I I � I I Z Z, , , " I I I I 11 -, ,�'�e .: �w th an _ �� �, �� , � : � \1 � � � I . I - I , I ` ' 11 I I I - I I 4, I' y . between' it a 0 11 I ��_ � �'-" , I I , le -earth hd the,,-c'nerete. I I :. I " I I I I I I � � I I I I � — -,:,:,:' �', � I I 1, ��,1�1� ��, , I , - ­­_ I I I I - � i',"�, 1, � 1, 1: . I , I � �, 1 I - - I � _ I I I � I , 11 � �, - I I I , -�­" , I , 1, 11 I , I I ,� 1:1,11 , - 11 ,1 1 , " - I . 1�1, . i / " " I � "I I I � I 11 �, �� � , , _1 I e I � I �_ - , I'll , 11 ; I M , I , --- I I � --- - 11-11-1. � I 'I', k ILI "I , I 1� " I �, 11111111111111111 '' � I I I '-� - ­'_ , , I I " I 11 I I I = 11 ­ � � - ­: I I -1 � , " � 1- I � , , " "I I I - - I , , ��, � . I I I - I 11, � � � -1 1, e I I I I - I I � 11.� "�, � , I 11 , I I I I I - I - I 1� z"', 1�_ �i � � �, 1� . " I I � 11�1, , "I ,,�, � I I 11 � � �, I ''I I - A I 11 I I I , I I . I � , 11 , I I -1 � I � 15 " ,� I � I I I - I I � 1-.% , I I I I 11 I - I I . -, - ­', I ,I I I I I " 11 � I I I I 11 'I"," I e! � �_- , I I I � ''I I I I � I I I I I . I I -, ,- - -1 I - - - I I I I I ; I I I � D. Roo f I and, Cis i 1 i ng Fram i nq: I I I ' I I (Framing) Rafters shall be firkned p the , I I � than the cut end.of the rafter. At I I ps, there shall be, I I 1 J rm a ,continuou* j � ! I I � 'If rafters. / shall be tied to 1 -inch by 4 -inch � I I � � i / I 11 r � � I i I � " ,� m span of 2 -inch by e ; The I . I I I , than 450from the horizontal. . e, supported laterally t less than 2 inches in thick or rim joist or to a . � 1. (Si s . the s' ­ I Interior nonbearing partitions may be I 4�'rinch ,studs. , 2. (Height) Unless supporte"d, laterally I g m I 3. (Spacing) Studs supporting floors and I I not more than 16 inches. I I studs hav,inq the, - I story. 11 .1 1� . e - �. ' ' e bg e of 2 -inch framing lum I i 1' in I . l be provided with headers or lintels. Such headers or inch solid bearing at each end to the � , o ' clearance for the piping. Wherea parti- such piping runs I . � . underneath such partitions shall be of such pipes,:and shall be bridged I I I I , � 1-1/211 wide shal I be I I I I I 7. (Bridging) All -stud partitions or wall xceeding 50 shall have bridging not'less than two i,nches in ' studs fitted snugly and nailed thereto- ,, I � , � ohoathinq meeting the I I . I I I ' � . 8. (Cutting and Notching) In exter ­ ,an may be,.,cut or notched to a depth not I exc 2 width.- Cutting or , notching of studs to ,a depth not greater I I than.40% of the width of the stud is I I I I perme 1; I I I � I I I � aition. When stud'is , I c0t,',or bored .in excess, of, the above, it � � , I I - � 11 ,Shall be ,reinforced to a load capacity � I of a stud which meets,above requirement. I I I I I I I I I I I - I � I I I I " I - I I . 11 , I I I I I I I . I I - I � I � I I I I I I . I I , I I I I " I I I I "I "I __ 11 I I , . I I 11 I I I � I I I I � 11'' " 1, I � 1� � � " I -, I I I � I I . I I , I I I " " I , I 11 I I I I'll � I , I 1� 11 �, I � " I � '' � ," - �' - I - " 11.1 I I - I I � I 1, � I I I _ "I I I � , , �'11 _� ­ ,�, I ''I ­ " - I -1 - I - ­ I I I � - I I � e e ge n . bored in any wood stud. Bored holes not greater than 60% of the width of I I I I , I a o t corners and inter- , g I siding and tri I F. 1. There shall -be not less than one 1 ine ry eight feet of g . of framing.where I � G. I g f fra hangers at 41- 011max. I g plywood ,forthe ra ised port ion with H. � , TAM" 000, 101-41112-1111 — VOLL $011tAC110140 I- - , - - � __ - - � - I - - I I Aomokwy or row colieurnow I I 00 110116,111i" ORACSOW S - - I I It Onit %I, __ ___ ­ ­ I I - by .1 4 on, - h .__ � I kin - alro at ris, h I W V ! t Trip,,( 1.4, in three Story letonbovAingoli endisindattrast - Joid J,ry $Iot Y of 1-0 sloiry su Sin I wr%J e.ety 2� feet of I I I st, orld SUN V I 't three sheathing -all length I �1'.l � I ,,v "ory of thriar "WY soucrianif -1 Min orl - 48 is 'Zo i Sheathing ft .ldr . I PGOCIS I An OtCd I I � as Fr4uite,J I," I - f , 4 hyr stoit v I I - by - ,�klmlyiuiq _ I 1 4 son: % 1 ,noted at e a, h � 1, Tos, �'I'.o oi oiree Si'm y itimlyro.,rigo, ?ftd at wast (�Cr-, � I and "'i.,'1.101 1:� feel of .&!, � 4 shroth,ill ", __ lcn#lt, - � V,r%t %lim y "I'.., u4m V , Sir W lural t I" perce" of � 'or"m.1 sl�w " -f three � thralt),rif , .All tength l" he � '1-1, owathed � I f �f,l �i or V of threv sum , %4FUL tural t 44) iw i, eni of I , I � I � I I sheathing 1 .611 Irristh lo be � I I J. � - I %hc*IN I f -inlonim mmisil poiiwl� brai.4 � 66 v- ask,- � wlv,v,owVXs.0w*#h1�8­.11 I.?, Nuodpowt �Vii bw 0 kA.1 -*-he$ iifi-Afth k ." i ;1-1-41 ONSIN�-6 Ind Ir,,- I.ft-.# lhol tie k.4"wi,4W01r.d­"�1h,m­" C­W%ir � t i 11 � , � I I I I " � , 3.06 CHE , � I RECOMMENDED FASTENING SCHEDULE - I I I � Plywood subfioonnS I . Naill min 11 Number and sudwilig Classiest and type I � location Stud to tote plate lid common 4 toe flail or � IkSd common 2 direct nail Stud to cap plate 16d common 2 I oe nail or ( % ". 1/4 I) I I . r I � Ad common or 2 direct nail Double studs 10d common 12* o c direct ("Ifne.t studs 16d common 24' 0 c dire(t Sole plate to joist or blocking lhd common 16' o c Double cap plaic I(W common 16' o � direct . Ad ring shank or nail ('ap plate laplk 10d common 2 direct nail R thbon strip 6- or itrea, 10d common 2 each direct I � 16 gage galvanized bearing Ribbon strip, 6* (if more 10d common I ca( h dirw 1 � bearing Roof rafter to plate I Ad common I toe nail I . Roof rafter to ridge . 16d common 2 toe nail of I ditc,t nail Jack rafter to hip . I Od common I rise nail or l6d common 2 direct nail Floor joists to studs 10d common 5 direct of � (No ceiling joists) 10d common I direct Floor joists to studii l(id common 2 doeLt I With ceiling joists) . I I 1* o c extenor Floor joists to sill or girder Ad common 3 toe nail I I -edger strip 16d common I rach direct �� I at Ib &agir . joist � CetlinS joists, to plate I bd common 3 toe nail Ceiling joists (tape over partition) . 10d common 3 direct nail Ceiling Joists (parallel to r at itf) 10d common 3 direct nail Collar beam . . I . 10d common 3 direct Bridging to,lossits . . , I I Ad common 2 each direct - Ad common naul end Dialigo" brace (to stud said plialle) , , , Sd common 2 each difecit I � bcarmS I Tail beams to headers I . . I I 20d comnsou I each end 4Aq lwhen nailiaS permitted) . 12 gage P/.' fit floor area Header bearris to trimmers I 20d Common I each end 8 aq f when nailing perautted) . � ! fL noot area V root dock ini& I . Ad "Own 2 each dirm-t (6' or less in width) :111, � I rafter 1* roof decking . �11' , I . . I " I . � 9d "loss" 3 each direct (over 6' in width) I , rafter I' subtlourollS ib' ot less) Ad co -40011 2 caA:h direct I I I' subf1cloring (8' of more) lidcommon I joist I cach direct I 2* subflooring I I , 16d (.0mmon, 1 -wit 2 rdt.h direct lli�' I I I I I 1�, wail sheathing (#' or less in width) I I Ad tommon joist 2 each direct I 1 stud I . I' wail Ishc8thing Over V in width) Ad 4.0mmon I each direct � � , I , �lud Plywood root, and wall sheathing bif Lo m,111011 h' o c direct A cl, or less) - I I I edge% and ' (%' of greater) I � ....... . � I I . I 1 12* o ( I I I intef mediate (%' or greater) . - Ad common I I - h* ii k direct I I � . � I .Nis 14 BAS edges and I � I I I I I 11" o 4L I I I resistive interniediate (1,16"'h" or 1/1 -) . 1 16 gage galvanized 4' o , edgirS I I � wiri %fames. Ao#- and 4-0 ( I 1 � I miromum,� town, I letter mediate I I I I . . Jornlith (it V plus � I 11 I I I I I ply yaood� I h1i. i rttess, I I I 11 - - (%,) � I I 11 � , , SAIrnit 4* tinme 1 � 21"it, o'c I edges : � I I I - I I , I � dimv4 above ' I - I I I �, � , and "i* ty k: , , - , �, I , , , 1 I � 11 I ,� I - I I , I I � I � I . I I 11 - � I I . I - , I I , I I I I I I �, I I I I , I . I , , - , � lintermedlatir, 11 I - I I .1 I , I � I �, , I I I � � I � 11 11 I I I � Plywood subfioonnS I L I � I (,A') �, I �, I I � � � 6d common or I 6* ci c dinect -6d annular or � edges and , I � Spiral 1111CAd 10* (I I. intermediate ( % ". 1/4 I) I I . r I � Ad common or 0 C I rect I 6d annular or edges and 4 1 spiral thread 10,0c intermediate 0,. 11,41) �, . . � . � IW common or 6* oi. direct . Ad ring shank or edges and � I Ad annular or 6' o c I spiral thread intermediate CA -) � I - � � � I . I. I � 16 gage galvanized 4' o i, wire staples edges and 1 7") c I � intermediate (V#I) I . I . S' minimum 2.�:- () k crown, I)%' edges and I length Voc 1 1 1 m Built-up girders arx! bearm . I I AW common 32' 0 1. direct ( ontinuoui, header to stud _ - � , - , - , - � . Ad common 4 toe nail Continuous header, two pieces I .1 � . . l6d common 16' o c dirw "J, fiber board sheathing � : I I ,,�' galvanized 1* o c extenor I roofing nail or ed Be, 6' 0 c . 6d common nail intermediate I I at Ib &agir . staple. I l/t, long I with minimum (.town of "it' 1 111)2' fiber board sheathing . . I . � � I V.' galvanized 3' o c exterior roofing nail or edge, 6" o c � Ad common naul intermediate I I or 16 #Agir staple, I I 1,Ii' long with min- � , $munn crown of "14* Gypsum sheathing � , , , , � . 12 gage P/.' Voc on 1A(ge head edge, 9* 0 c . corrosion intermediate I resistive � Particle board undkdayownt I 0/" �4 -) � � I . 6d &nnularr 6* o c dire" thritaided edges and 10' o c intermediate Parucle board toof and wall sheathing l6' or k= � I 6d common 6' ci c direcl � I I edpir And 12' � I 1 o c intermediate %' or griesur . � . ..... .. � � - - � ... :- - - _ . Ad common I 6' o L direct � , I , edges And 12' 1 o c tntermedwU Panick board subiloonAg I I (%' of greater) I � ....... . � I I . I . 6d cocamou 6' o c dirw I � I edges and 10' . o c intermediate ShIrA&S, Woods . - � , . � - � � I ., I � . � . � I .Nis 14 BAS 2 each I � 6W corrosion beannS � . resistive Westber boarduraii - � , , ... � I - . I I Ad cor-Tooricin 2 each I ; � �� � resistive bear-ing ---.-- ___ _ _ — - __ - __—, Most IS Skiftek "do sh" V*S"t*tg 111,01 110110 l"16 - , , _____ - _ __ 16, U%Cb Mo aftabas OnP* Obt�Mb&&$ 0- SUPPOWt.ad oiliam,vetioas rs,mra as otberwror pri,"doill ,a Socuolias 2104 4 wail 2101 I All nail holes on exterior to be puttied and sanded. = — .11L .a. rm. & � Eff"'411111W M a- n I I � I I I I I EE �Z I � I . 1.01 h. I 1 1.02 I I A. I wing I material and code references; latest � . � I I s th � � g Code. 1 n'Society of Heating g I I PART 2 PRODUCTS . � � 2.01 ­ I 26 [281 US Gage 1 2.02 . I I � I ' I 1 2.03 - SIDING: � I I � I I � 2.04 INSULATION: , I I I � ; I g for size, location. . 1 2.03 BUILDING WRA,Pt I I I I . felt, 15 lb. 1 2.0# ROOFING: I 11 I I A. Fiberglass: B . Aspha I t,:, I � I I C* I I "I I I I I I I). I I I I I � I - I I I . 2.07 , DAMPPROOFING: I I ,�, I � I I � I I .1 A,st)halt,ic�'seal-fng,'Ma,stii�;- ANSI/ASTM , - 11 I � I I I D491. I .- I I I I �� I I I I . I I I I I I - : I I 11 I I "I 11 11 I -1 I I '­ � I I I I, 11 I I I " I 1, I � 11 I:, I I 1, � I I 'I'll I � I � I I I'll I I I 1, � I I , I I I I �� , :� , '_,", 11 I I " � , I 11 I I I I . I I I I " I I � I I � I , , I � � I I � I I I I I I— I I I "I i I I ,. I I I I I — �­ I I I I I � I I I , I I "I I - , 1, , I I I I I — � I I I - - I I I 1, -1 11 I � I I � ,,, � - ��, I I I I ell I ,_ , I - I I I I I 11 11 11 11 �­ 1, " 11 I I �, I I � I I 1�1­ I 11 I 11 "_ 1�111 I I I .11, - : I I I I I . 1, I � I � I � , I �,� - �� �, _: , �� I ­� I I I I I 11 11, 1 I I �: I I 11 1_ �1_ �� -- I I I � _ I . I I , PART 3 2198CUTION I � : 11 I I 1, I � I I I 4.1 ", -, �, -1 I I 1� � � , � I -1 I -1 1, - , 1, I I I I � "I'll 11 "", 11 I— , 11 I I I - � ­ , ,11 .1 I 1, _1, �,1�1, 1� I � � I- . I 1 3.01 MANUFA ECMMENIONS I, A,1 1 ' -,�,�, �, < :1- �� � � �, I I 1, ,�, , pro .sta-1,led, in,sttict�,.,�";.,;, 1 �, I I I , _� I I - I ''. ''I', I � , "I 1, :�� " � , A,; 11 I.. -1 11 1 I I 11 I'l- � 11, I � ''I I ��,, 3.02 FLASHING I I , I'll, I 1- I - - ' ,I " , I I A. flash at all roof to. ', , , ... , I , " ': \ I � �, � Fla 11 I I , g,through ' I I", I exteriorwalls or roof surfaces. I I I I � � - I I ­� I B. . I I'll I I C. ing to extend 8 inches I I minimum from centerline each1way and- I I , I I I ow' ­ hing I - I I S f ings shall have an -end I i I I ' I lap of not less than 4 inches.. � I . I � I I I I I I I I � I I � I I � I I I � � I I I I . I , I I I I I : I I I 1. I I : I I I , I I I I , I : �� I I I I I � � I - , I 11 I I 1� I I I I I - I I � I I I .1 - -, ,� I 11.� I � I I I . I I I � � I I I I I I I I I - I I I I � , � I I I- I I I I . , � � . I I 11 I I I I I I � I I I I I I I I I I I I I I . I I I I I I I I - I � I I I - , I I I I I I I � I - I I � I I I I I I � I I I - I I 11 I I I I I I I I I I I - I , I � I � I I I- I I I ng , I ' and thickness indicated 1.� I I I . I I - I � I , I I I I I I fPWAkLj11JATH1J!2 I . _ I � 1/� inch � , ' I I I Gypsum sh 1/�, inch ''I I 5/16 inch , , 1 1 1 1 1 1 I I I I inch I I 11 I . � . - I I 1 5/8- inch , I I I I , I - I I , C. I I I I I I I I I I 1 3.04 BUILDING WRAP I I I I I I , , i A. Wrap building w I I . I s , "I I I . I des protection. Wrap li, � I �, I � I I 3 -OS SIDING I � , 11 I A - See drawings for size, type, and focation, I I I I B. Siding to be installed in accorda I I I ­ I I C - See nailing schedule. � I I I I I I I I � I 111NIM I or A111ZL1 COYARIN2A ,_ � I � I � I I " I I coyer M 1l , I I I I 0.019 inch . I I 5/32 inch I I I .1 I I "I 1 2 inches � � I I I � 1 inch I ' � 1/4, to 11inch I I I . 1 3/4 inches , I I � I 11 � . I 1 ,5/16 inch , I I I I , I x I I ' see Sec. 1710.2- orced � I concrete panels 3/8 inch '' � I I � Hardboard siding I I - 11 I'll , 1 inch 11 � I ' I - I Particle board . 11 I 11 I I I I . see Sec. 1711.5 '' , Particl,.f board I � (without sheathing) see Sec. 171,1.5 � ,:, I ' I � Precast s 5/8 -inch _ I I- I ,,, 'g- 1/2 i-rvc,h 11 I I I 1� " g . , I',, 1� I -1 � I I I , I I , I 1, I I n- I I - ve) 1 0.017 inch , ''I "I 11 1�1_ ' I 1, icia1) 1 1/2 inches ' , 1, "I 1� - I I I , Stone (natural) , "I 2 i nc he*�, , I I I �' � I I - I I I I 11 � I ' I 11 / 3 2 'i nch- - , I - I 'I-,' 11 � r plaster, �'3/ 4 inch, I I 11 , - " 1, I " �­ I I " I I ,­' I ' -11 I � I I "I _hch' '' :1 � ", , 1 -3/8 i I " I �, ,,�, I - , I I I - I I I I I I , I , I ­ I I � I ­ ­ , I I- I I 1, � " 11 , , 11 I I 11 I 11 I I " I ,� I/ 2 i" n6h �', �� I" , �, �", I 1 I I "I I �' ­ I'll, 11 "I', I � . I � I I I I'll I ''I-, - ,,, - �, 1, I , 11 I I - I I I � - , I I I � 13.06 ROOFING I I I I ­ I 1, I 11, - I I I 1, I I _- I � I I I � I I I I - ., I A. FIBERGLASS', ASPHALT, ,OR COMPOSITION , ' , 11, �,� �, 1- I I " �, I � - I I - - I ,- I I ", � I I', �, I I �11 I STRI P TYPE'SHINGLES " ' � I I 11 I ,", I - I � , . I 1. The construc the roof.sh I I I I . I I a 11 �be,, � , ­` ' I I I 1, I . - � completed before shingle roof:,ing work, I I I I I I , I I ' I Roof surfaces shall,be - _ I " I I I - , �11 � 11 1� I I smooth, f ' .I rm, d ' ry, and free from,loos* I 1-_-11 I I I I boards, large cracks, and ptojecting­� �, I � " 17 I I - I I ­ ' 1 2,,��­ � I.", I" ends that might in),4re the -roof,inq-., I., :� ", I , I I , , I , , , � " I I r rns -,,,,through , -1 " Y ZZ !, � "I I I I I I I 11 I 11 I I "' � ,, � - " I ' ' -11 I I - roofs shal 1_,,,b,e-, 1 1�ashed 'and selcured:"An, I , ',�, 11 � I I 11 I � ' , � , " I position. PAil,�.'-shaill-'b :' ' " I � a : 7 1 1 w',­�, , , � I , , 11, -l"', � 11, 11 - , �,'- I I I ,�,­ -� " 1; �, I I �, I driven f ir-mly hotne�. I ,� 1, 11 ,,, ­, _k I I , 1� I I I 1, ''I I �_ � " ,,, � __ I ' I _�:�,' . I 1 11 , ,be,' appliedl�t6 -solid - ,,,:, � 1, 11 1�, 1! I , I � I I I ', � - , , I I ''I 11 , I I � I - il I'll �: 11'.� I `ishvath,ing covered w i tfi �-b I , h �, " 11 � I : I I " I I I 11 I 11 , , �,4 , 44�, q �,, - �'­ " �, I .1 ­�, I I , I �_ I I � 11 ,� , ��,;! 1, ,�, I I I I I I , ,� I , � Wra ­ " -- 11 � 1 :��', I I 'p- - , , I �_ - I "� " " I I I I � I I I ,, I I— �,­ �, I I 11 � , Z, ,, 11� � _,�,,�' � I ­ - I � 1, � ,-; ',� I I "' - - - I � .1 I - I I'll, 11 11 I _ �, , � "", � - " I �­.'_ I, ,,I 11 �, I 1-11 � ,, e, - , , E-�. �_, ­��­ 11 � 1,�11 11 , 11 I ­ ­�- � I ,� I I I I I, , �', � ; I : , ,, , I " "I I � 1 :7 ,� I " " I - I I � , , I I I , , �: � 1, , , ,� � , _ I - I , I I , I I , I � I, I , , I 1, I 11 I I 1, : , , I I , � 11 - I �:�,�, I , I " " - I � I , � I I I �� I 1�1 I � I I I I I I I I I I � I I : � � I I I - . I � I I I , I � I I I I - I , , 1'1� � , i �,� I I I , I I " , " I I ,- � I I I I I � , I'll I � I -, I ,�, � I , - , I I r_ , � "I , I I I - I I I � ,. � . , I I I � , I I , I I , 1, , ", � �� - , - " �, �, I I I I I I , ,� ­­ I 1, I � I �, I , I I I IA �'�, , , � � � . , : " '' : , :,�'-' I I 11 I I " - I I 11 I �� I . I ­ , . , 1, . I , , I � I % I � I I , I I . � V, I I I I , �� �, I , , I , ,,� , � - , � " � , I I - � , , � " , , , '11, � , � � I , : " �, , , � � , % I � I I ,� : ­ 1� 1:��_, I I I I � I � I I . I ., �, I , I 11 , , �­ I I , � . I I , �, I I - I I , , 11 � I I , � I � I I I , , ­: � I I � : , I . I . � I I � � I . I I I I - , . ,�, ; : Z I � , I I I I : � 11 , , I ��, � - I � � I I I , 11 I I � I f , , . I . � I I I I 11 � � I 11 . � I I " , � , I I I � �. , .1 � , , � ", , , t�,�' ,� ,�__ - - , :, � I , I , I , . .1 � I 11 , , , 1 �:! � I I , , I ­ I -, , , , ". , �' I " - I -1 I �­ , I K_ I I I I ,�� I � I I � I I I , I I I � , I , , I . � ­ - ,%�, :- , I � , , � . : " �, , I I , : - I- � , 1� - � 11 �- - I , . 11 " J ,, 4`11' � ,, I � -11 � , ;1 , � I "' - _ , , , I � I I I - . , � " I I � I _� , *�_ �, , �1, -, - ,� , , I ,�, I "� � I 1. I 11 : : : � - I , , � � 1511 �� 1� � I " -1 , _ I - � �' , , I � I �_ I , � 4 � I , 1 I � I I I I , , I - ___ - . - - I Now= � I - - I - __ ___ - ___ - __ ___ ____ - __ 11- I � � - . . I __ - - I __ - - - - , I � I I I , , - 11 'I, , I 1� I I I �� I - , , � I I I I I 11 - -_ - � � I I I - ______1 , � - 11 I -,-- - - I - I I . �_ 11 � - �,�­ - - ­ 11 I I � I , - � I I I � I , _��*,� � I ,I I � "t, �,,�:, ,�� � ,,�� ', I �,�­_,, , - �� 11 .. � I ­_ � I I I - I I �� = I I I - I �� - - I - - � _ *01 I I= 11 I � I . . . I I - I � I . I I - I I ; , I I � -1 I I I i I I I I I - -, . � I 11 I I I I I I - .1 I I I I I I I I "I -1 . I I I I I ----,-- . - I - - I I i I I : I I I I 11 - --- ­ I � � I � I I - � I � I I i I . a I 1� X -IR 11 dft I 11 I I " _� � � ,� ­* ",, - , �, � _io' , 4,,�- ��,i , I", 'I ,-:��7� ­_ , ,,, ,,�, 1 I �, '�11,', I . ,- I 1, I I I � I � 1, 11 I I I I" 'I��', I I I I I �I I r I ­ � I I I I I I I I I V 11.*PTOIL�, I % I ,_ I ; 11 ", "I, I 1, ­ . I 1 I I , to 3'.07 � MINIMUM REQUIRED ATTIC VENTILATION I , __­ I ­'� . , " I I I I � , � . I I � PART 3 EXECUTION � � I I I I I , 11: I� 11 ". ", " , - , , I I � ,� _:� ­;,'�'�l 11� I I., _­, I I ­' ' , ­ 1 til � I I � I I I I 1 . The minimumnet clear opening for, grade I I I I I 111111111111111111111111111111 ! I e I I I I 1 , I � I 1� ;'�, 1�1 � 11,� , �,,� �­ 1'�,,� � I ' 1 4.,, Aone,layer of asphalt -saturated felt I I I I I ll be 5 square feet I � I 3.01 GYPSUM BOARD ! I I I 1� I � I 11 - � I , � , 11 I . 1 4 1 1 1 . � "I - , "i , " -,e; 'I'll , ­,:", ­' �,,,s_-,:­ - I ", I I sh . I I I � I � I � 1 (0.47 m ). I � � A. h in accordance w - I 'I',, � . I I ,:, " I , I '­� I _1- '­� . _� ­;,,� I _', -A I �III I �­'11 � "I I 11 00 � 1 1 1 1 man I I 11, I i I I I I I I'll- I � �, I I I � I I 11I PART I GENERAL " I -1 I : 11'1�_, I I ?,�, I I ", �� ",:i ��,,­,­ -�'�'- � 11_,111 �Ik', I 6 inches at end, and nailed along , . � 11 . I . � 11 1*1 , I 11 11 I "I I I I I I . 1_", I " I �, I I 11 , :_, I , ", - "�, I, the edge to hold in place until g area is provided by venti'lators , . I . above. I � I I I � I "I 1*01 "I, ': : DIVISION I t GENERAL REQUIRZXZNT,$',* a, I is, I ,-I I I ''I ''I , �, , 11, �11 � � I " -1 � - ied. Starter strip ' � I I I B. , 11 11 � 11 " part of this spe'ilfication., I �', 1� I 1, i I­ I � _ I � shall con (914 mm), I I I I I � . � . �, I I � I I I ''I I I .1 I I I 11 I : ��� I �', �� ,­�, 1� I I s with the , I I I I I I . � I , I I I . �­ I I 11 I 11 ", _�', �, � �111 �, �"_1,11 ,­ - _ , I I I I I I . required. C. sistant gps I I I I I 11 ­-, -_ __ 11, k_,` `.`-,_-J I I beyond the eave-line I I I I � I c I I I I , I I I I I � I . I ,­ �1� 1, 1.� � ,;� I 1 , I B . See drawings for ventilation 1 I I � . � I I 11 I I I I ''I !", � `�'� --' -1m, I,�11,�', � I I I I . , I I I I � I I - I D. I I - I I I I 11 � 11 I � I - � _,, � , " " - ,o ,?" I,,_` . 1 d I C. See manufacturer"s specifications for I I I � . I B . Contractor/owner to insure that manufacturer I I I I I I I I I I ,,__� ,11 , - I'll, � , -_1 _,_11 " I I , I � I I I 11 I I A " 1�.,;��,� �,� I I � shal I , -1111111-1 I _', I I . \ k . I � , WAMWOMP Tdk94 _110 1041SWAFUTUM I I I I , I I � 1',,_,,�-'!, ,, 1� ":� - � �i I I - I � � I - \ I fa awwwwwoo nw nova" nommar . I .11 I , ­­�,, I �, '_'I,,�', 1,­� ­ I I . , . I . I I 111axiffto � I I I - I I ;! -1, �, , 1,1,14 I 11 I i I I I TWOnes of I Long dinivow Filaft of of gypsum W&W spociing of be" maximmim sp" of fastellers I I I I _ 1, _,� ",.-,,,I '' - "I', 11 , I I I I . = hamirig board sheets in members 11cofflor-tik-color Now to w0wo � - I �, - -,,�, I � ". � -, "I 1 I I I �� - . . I *11ch) Surface rswtion to I direction fcsn*.w in exhos) - - I 1� ; , ­-,",'' _,�. , I " I 1, I - 1 of framing membors cwft in indw) � I MWIS&A scrowe � , . I I 1� , I , I � I � I - I Hodnntal Mw dirwfion is 7 - 12 . 1". No 13 gap, 1% I I I I I I � I �,,i' " ,,­,� I � I , = I ,shingles shall have I I I . % Horizontal pvw4x:,Aw - Who" I I I I � I I ,::,­!-�, I ,,,,, , - I . I I 24 7 12 No. =gap. W I I I I I � :',`,�­�,,,_��, ,�,,-w��,� � I I I I 1 � Von" Wier difectm 24 11 12 long. Annular loved 5d, cooloir nait I �, � i' "I -, , 1. I I ,,;,1�1, I ' , I I Hwizonw Efflier dirwioit 16 , -_ � 7 12 - _ ­_ No 13 gap, IV 01". I I 1 1 I I .1 I I - 111,,�_�, ,�'1'1'11�li 1 ", 1, ''I I I - . at. -,,,all places. Each shingle shall be I % Horizontsil N%"#!L" 24 I I 7 12 %e head 11110, On gap, IV I I I I - �, I �, I -1 j � 1, ;�­ � �,� �,,,� ,�, I u , I � � I � � long, Am" r#VW, Gill I . - � I I I I '"___ , , � _­,"�,,� ,,� , - '' - es 1 I . I I 1 1 1 - Vertical I Eitlw direction ____� 24 8 12 cooler nail - I �', I I I 11 I I I � I I 1. ',��,��,­ - �_, 11 ­ '' I I I . I I I I � I � FasWing r"wod with ilidhosi" &pplicatWo -1 ­ - , . I � I I I I � I ,� ,"," � -, '111, 1',.:� I I 1 I . * Of Horizontal Eftfw direction 16 1 16 16 rr _-, -Asroquirodforw*401111 I I � "", I ,�, , ."""Jil , _ 1, _­, I I I I % Horizontal Porperwicular 24 I 12 - 16 � -_ ISIA941" wallboard� . I I I I . : . I I 1, I � , "j _�� ,,,` , I,, -.� I I I m . I - 0 � 0 fisToi --- Vertical Either Directm 24 16 24 � I I I I � -1- --1 I 11 ,�,��_,,��_-� ; S� - 1� __ 1 2 layers *WA V Horizontal perperwicular 24 16 16 am ply nailed " Nquired lot ** � I � I � I -��,`,, - I , �11 �1�1 �'- ,',_,,� - I , I 6. Packages of composition shingles shall ­ I ART 1 GENERAL - (V total) I :71� I __T___1 1 1 24 24 , gypsum wallboard OW With I I 1 1 ,� I � � � � 1 . -111 � ,�` I 1� - �,�,�, I ,; ,,, 1, 1, _­__ , . ", - I ­ I - __ I 1 I � I I � I I I � I I _�, , ,,`�Ikll��,,� ,:"­ 1.11_ - so & whece I t metal, ­ 1 -`0r1--_,"_, DIVISION I :'GNNZRAL REQUIREMENTS is a - dw nails shall be anks *'hw# the f I I � , I 11 w`; ,� ,�� � � nished . , [ 0 1 0 1 - I I metal butied shanks or be Sd co aid. 6d . I I I ,,,, 1� ", " � - , , , , . I prod 1 , �� i ' cooler (No 13 gaqe� . I we , I I I- ,� - ". �,--;`.'­,� 1 11 -1 7.' Compostion shingles'shall'be fastened . I 1.02 �� I REFERENCES 11 I Not Two nails at 2 inches to 2* inches sparal re mittedtobe uUdif 11161140SWISWod 12 inches c"tw-ta-csriter except around perimeters . ; I � I 1-1 ��,�,,, Z, V � ',,,I , I acco f A. 11 , - � ftft t Screws shall be No 6 with tapered head and l6ag ~ to penetrate into wood framing not less . I � I I I I I � I I I - - z 1. � I � - - � I I - ns �, " . : PART I GENERAL ' _1 I � Stand,&�rds Instite I *30 % inch and metal framing not less than % inch 11a t All nails shelf meet ASTM C514 or Fodwal Spociftation FF -4-10% , I � 1� I I 1� . I 1� �_ I � f or Tesi�i l I I Ma L For firefesislaae rated construction tht ift"t fire lost into(matm �r I 0n I � I I I :-,�,��`1'1� , I ,,, ­ --­�­'�--thart 36" wide and two nails per each I 1.01 DIVISION I t GENERAL REQUIREMENTS is a I I terior--\Windo,ws, I No L I inch -- 25 4 mm � 11\ I � I � I :.-" , ,,,,:� ... �, 1. ��Iz - I I" , ­ _" individual shingle less than 20"wide. � � I Doors. \1 11�, � I I I I I - 111","i ""I ­,,�,,� ""' , ; Compo , � � B. I ­ CPSC - r I I I I I I I � I I I �1; �� "? - 'I, J "I',"", I 1� � I � an underlay,. l , , 1.02 REFERENCES ' Products Safety Commission; "I I I I I I I I � ��-�,,_-,�,',, ­ - '', " ompo � . I A. I � azing Standardit,and I 1 3.02 CERAMIC TILE � I I � I I I � I I � .��,,�,�,,�',' I -V!,'', � ,,,�-,�,�-." I I I I � I A . I I I ! I I .�-,�� , ; , " �;,�',-,,' ���,�-�,:,­',:;� � I IS. - - , Nai�,&,-'for com I B. C. - 1-1 I � '_ ma I I � I I I I I . I - I �e I, I I I 1, I I ''I I I ,, _ ­ , I I � I ­ I- ', , " , , '' '. , 1­11.�� ­',", '' I h not smaller tha No. 12 gauge, with I I c I � . I 1 I il : � � I I I � I I � �:1, ,-� I - � � 11 , , � ,:",, 11 -, I , I , �',: ­­-_ 11 I I '." 1,11111� " �x:­:x" -11,11) � '' I 11 ' C. Woodwo'rk ' I � � F142, 143 from Tile Council of I , I ; I I � ,� . ­; �' "I ,��I, I , 1, ", � I" ;, _ ., �': � 1; "',� 11 ,-- for shin ' i 7/1611 in 7 ' diam '� I � I I � � � � I I I � � I I I I I � 1 �,:�, , I I ". � , - I.;_ �, I I 11 I I 11" , I I I �, , ", I : �­ I ''I � I I I � 4 _ �_ 4.,�' i � I .._ I'll - I I ,j, r-builtl,up roofs, and __�_. �_ i -s PART 2 PRODUCTS - -� , 1, I . � 'I', I I " I '-1 . '11, 1:_ , 1,�,�,, I .If ,:,"'I"', I ,� " ''; I � " , " , '. I ­ tKOt'-shea'thing J/4" or through the D - a ' ­ I . __ 14 � I �, 11 I � I I 11 I I I � I �, I "I . I " , � , ,I, ,_,�I "I I I I � o I omm 2.01 � I I I I . � I � I " . I I 1­1,­�� � ,� , - 1 11 ­ I 1� '11111 ,_�,! �, � I , I 11�11,; , le � 1, I _411 . , I , "* i -s -'Jess. -Smalle I 1 I I I I I 3.03 EN , I I I I I � I I 11 I � , I � I I I � I � �1/1��, I �, , ly, - I I., - , '' - , 11 _ I'll, , I 'k , A, `�_11 , I—' 'A'i ,� I �,',,,­, � A . etal�discs are used I E . . ds. I -1 I I accord4nce'with f'i I I , , I 11 � � 11 - I I I 11 . I I '­ . � I - 11 I 11 �:�­'�, I'll ." I 11 I - 1-", ,", I I 1, 1 ety, 2.02 I � . I i I I �, , �, I'll"' .1 I �' I " I'll , 11,1 " I I - � 1. < , I I 1. , , " , "�, - "! ,,� "" ­ I I A. I A. st I If I � I I I I I I I _ I _ I � I � I ­ � I I ��, �, .1 11 _` ,:,:% '4 - " _\� ,.wdoD onAxzs . . 1 . Shakes shall be'laid with a side lap I zes al'showrilon 1, 3.04 � I I � I I I I . . I I � I I I 11 I 11 I ': 1. , - I , I �,k,_ � , I I I , ,`�� I � ,: �,!" � '��: , , � I Drawings. I I I v � I � : I I � I , I I _� ­_ I I I " ,I �:"�,�, , " '' " , - ­�� . I 2" between joints I B . , I I I f the manufacturer. e � T 1 GRNIRKL I I I I 11 , f I " k , 11� , I , - I . �, to *1 ,i , O_AZ4_,,� �,,� "", " , ' � �-", , " 1'�,�',`�,l 1, - o � , ll. Spacing between I Wood to be dry before paint is applied. � i I I I ; I 1.01 DIVISION "I I 1� � I 1, 11 � � I , I 1, , I I � 11 I I '' 11 I , � - , I � ,� - - , - - A., ,,,,, ��,­,! ;� ­,­� - _t � , J I � shakes shall be not more than 1/211. I I I I I : GZNER'AL'RXQUIRZXZNTS,is a , I , I I , I 1, " I _��'; , I I , , �",��'.,, I 2.01 . I � I pa - I 1 I I'll I - , , I I I -0 � �_ .1� ,,�­, I �,�, ��_ I I �, I I � � . I - I ,� �� , , 11 , , ,;W, , , ,,::� � ��:�', I �"'11 I- I I starter c 4 I I � . I I � . - I � I , , � "I' , , "I , , I �, �,., , 1, ., , �,�_, 0 "-, I -,1. ,�11 I I �,,',� - � ,The I I . 2.02 I I I � I I 11 I I I I " � , , . I '' I � , - , 144; ­�, 1: �� '' _­­�,�' ;� , " " � I 1� . �, - 2.02 I I I I I I I I I I � I ,� , �'. '', I , - : ., " - �I, ­� Z� ��,�,''_",: I , _1 , I I I " � �� ", � ,.,,, "I , � I I � 7 f the following requi . Gypsum board attachment to be as noted in I 11 , I I I I I I I I , I � 1� , I I � 1� , �� " , " , �,_ ,; �, �� ,,, - ,--,. :",� I . !�e specific I cations: I I fire separation information for rated walls and . I I � :1 I I I— I � I ,_ , ''", ] '' -11 �, I I � , , .4941, 1 , ",s, I �­ ", , �­,,�, ,,�� '�,�­,, I - ,� , is,exposed to'the weather below the I � I � � ceilings. Gypsum board to be fastened with � I I 11, I , 11 I I � I I � I I - l-, .� I 11,� I'll, , � I � I 11 ,I1 _�, ,�, I 11 , ,.'01!11%'e,,;, 'I; 1, , "' � , � I '�', � - , ,,_ ,T,' ,�� 1, � , ''I I I 1 screws at ceiling conditions typically. I � I I I I " I . I I oV4 - � I I I � , 'U I I " I I , " ,�, ,��,�-,�,, ,,�,,,, ,,-."-"�� 11 , � " - �Il ,1;-,,1 : ,� ) - ,, e�� ;� II, _�5 I I .1'. xl : 11�" I I I 11 ''' � ­ " 4.'Shakes installed on a roof I I � ; � . I I I I . I . I I �� I I I . , I _­, -1, ­ 11 - ";" I 11 �" � I �� � -, I'll - I , I , �41 , " , '11) �11� '­', ;,. " "I " I _­ "' I � 1 he windows s I I � I I � I � . . I I I I I � I I I I I 1 1. _: : 0-1: I I I �, 'I, � ­,, P4 1�, I ��,, ",­, -, 1 ��11 �, , " I'll I insta ay of not less than eeds ed spec . I I 1 I I I � 1. � 1- . I— .40,0, '' , � 11, , I 1, , 44 " . I_ �, 1,_ _. � , '­ r�',', '', 30 pound f , ' I I 11 I � I � I I I . I I I I - I'- I - , " ,� , ,;,�, � � I �_ - "I I , �, I 11 �-_ :1, I 414, " �,,,: ,,��,;" _1 I _' �: ,,, , " �'11,1 � 0�, I t I E 283 I � I i� I I I 11 , � : ­ � 1, 11,111, I ,e �11�,�, ;� ," I (10,pp-unds �or spot or strip P I a of crack'when tested in accordance with I . I 1 . I I I 1 11 1 1 I .1 �, � 11 11 , �_ , , -1 - I ,� I "I � -, 'I.",: I � U '1�1111` I , - ,,, __, ", ­­, 1 11�1­ ; 9 I I I I I � 11 � � 1 , I-' - I _� I -1 1, � _'1111 "I �:� , I'� c I I 1.56,psf. � � I - I 0 - I , I I I I 1 1 - � I I, , � - , I At , , I � I � ',I' � I 11 I � - , I , �,,',,: , I I , : , -_ I m I I I ' speci l I 1 A& I I � I 1 , I I 11 I I I � , I I 11 I 11, � I � , - ,,,, I,: 'I, �,� ',- " _", " I I n coat t � ercent of the uniform . I I I I, � I . . I � I - I , 1� I I -,�_11 , �, 1,11, � I - I I I - 11 11 I 11 � _�', I 'I, 1� " I -11 I . I - I 1 � I I 11 I I I I .� �� I 1, , I, I "I','', ­ 11,�::., . , - , , I I "I '', ,; ­: `�,`,' 11�r I .1� � I ","', '0- I I I ­­ I ,�� ' � I I I � � I I I 11� I � , �, �­ ��, I I I',," I , � 11 I - "'" _: I 11 I I 1 1/3 square feet with nails of the type 2.03 E 2n" I I I 1. I I I I I I I �, , I I I , I � , le, - �: "" e ,','�,, 11 I 1, __ ; 1, ',', I",", I I � I � e E I I I . I I � . I ,� I I 11 � I ­,'' I "I "� 1, "� .1 � � 1: I I _ I __ _1i '�11,'­ 11 - I I I � . I � � ape: Every sleep PART I GZNXRAL I I � - I � 11 I , ''I _ I 11_.�,� � I I , I I � 11 . ­:,�� " 'j, �_ � , _ " '' 1 I';', 1� I �_I I . ess I tor ' - - 1.01 DIVISION I t GENERAL REQUIREMENTS is a � I I I I I I � I I I "I 11 : I - I - " I I . �, I -11- I : : , � ", 11 I , �,_­,',:�:" . ­��­,, � I than No. 14 -1/2 qauqe corrosion -resistant ' - - - I 1 sh I I I I I � I ,� I , . I . " , " I'll I I I'll 1 - 1.1, 1% I �� ", , � , ��_i�,,;,;",",� ,, 11 - , I -And shall'be on e I I 1.02 CODE REQUIREMENTS I I . .. I . I "I" � , � "I � 11 ­ I �,,� � I I i I A . I i I I I I," _; ..... " ,i_; " �i_; , , ` - - , '�'� " . " I I I I I I e I I . I I :`��-!�,,�� 11� , � 11��,��3 , less. 1 1 I I I I I � � 1 I t o I I I I I � � ��,_,, , I I � - I I 11 os I I I Whe a I I I I � , �, I � �� , ,'- - '_, - I -.., �, I I . I � I I I I ll�, I I I I I I I I , I _� � . . . . . . . . . . I 1� I e� I I , I � _� I -� I 11 , ,,� 1, ` -, 11 I , , 1� � 11, I "! I , ridge,weathe I I I I I I not 'more than 44 inches I , I I I I I I I I � I � . . . � I - I " � I I - I , I � I � I 1: 11 I 1::1 I I I I I I � 1� I I I'll "I 11, I - � , I , �'', I _� , r the field of the roof. I I . '(1118 mm) above or I I I I I 11 I I I 1, I ", 1.1� - I ''I', I ''I I ", '' �; I I I I I ,,,��,;��,x 11,"', ,�� 1, , I I I I I I � I I I . � e PART 2 PRODUCTS I I � I I I I I �­ I - I I I�,�� I ` - I 111,- 11 " , �1� I 11, � ­; - � ­ I ''I'll'' _111 1'� 1�i I I �­' I - ,��,�, f ;'I , -, , "" I I MAMMI IXPQM!ZR � I I I . � I I I I - I I . I - et clear opening� of 5.7 1 I � 2.01 GYPSUM BOARD I 1 I I � I I I I I � 1 1 � I I - I I ­ ,,, "I �, I " '' I , -, 1 3,--1 _,"', 11 " I ­,: I I �, �, � ,''. , �,:, ,,, 11 I . ,_ _�,,,��,',',', -, " �,,, i­�"%,�, '' '1� . I 11 I I I . I I I ' I I I � � I I I I I � I I m c � � . I � I I I I I I I I I I I -1 I I I � I � I I I - - 1, I � I I 11 I I " """ - -�� - � I ,_ ,_,� 11 I I �,-��,"�',;, ­ 7;I' 1� , - -1 I I I , -, '' :/ I -, I '' I I 1- ""' , "' - ': 7�`,�, ­ , " �:­__ .�,�',�I',,�_� ��,�,�,,i,,'��,- I , , I " - I I I I 1 1809 1 7 1/201 - � I . I � I - I I I inches '(610 mm) . The minimum net clear I- � � � I I � I I � I I - I I I I I � I I ''Ill' I I 1'� �, I -1 I - I I "" _ �, I , " " � "I � � !", " , I , __ l!"11, 1, - -1 - I �� "' 1, ,� - 11 ��`­�,,, ,,,, 111,,,,�,N , , � I., ,�,�, ,:, I I � I I I I 1 24" 1011 I I I I 11 I I I I I 1. I I ;,' I I � . I I I I - I 1, I , I , 11 , -, I;- � " "I I _ ,�, � �� 11 I ��511 I'll I ,� " , ,� �_�, 111� '' . , , �,�,,� " �:�,, , " " I � I I I � I � ­ I I I I I I I I 1 I � I I I '(508 mm). � . I s I � � - I I 11 I I I I I I I I 11 � 1, I - � I - 11, 1� 11 1. "I I , � - ,,, ," '"I _1, �,_", 5,',��'�, J I I I 1 o I I . I . I I I - � Bars,- grilles or . I � I I I I I I I I I I � , - I I , -_ I � �, I I , , I _^� I I'll � I I � � I'll C'e; , " , ,-,'4-,,,, '' ��­,�,, , , I . 1 15 1/21- I I I I I 1 18#1 1 1 � I � I I I I I I I ,eg hall I I I I I I I I I I � � I I I 11. I � I I I "I , . I �_I: " I I I . 1�', � � � _��)':�,,,-� . -1 , � �'':, , ,�, I tf�: " ,,, - ,f­'-'��,�,,,', I . I - I I I 1 2411 7 1/2-1 1 � . I 11 I I 1 b le from the inside without e I I I I I'll - I I I , � I I I M 11 '1�1 � - I I � " . . . . . . I -1 , ,�, " ��,�""I,��`,';�� - '_ � , , . I 11 I I � I 11 I I I I �, I I � I I I the -Use of, a'key, to I ! � � � I I I I I I 11 I I I - I I I I I 11 I I I I : 1� I'll ", � 11 � ,� " � I - I "I I �, , I , ,-- 'n � -"":'V�` , """, I I � I I I I 1, . - I I I � I I I � I I I I I 11 11 11 I ­ I required, 1/2 ,inch thick. - I 11 I - I I I - I I I I I 1, I I I 11 I I I I I I � ,�, 11, ", ,� � .1 "", : :'!, ,­� ,,�_,, �, , �, -5� 1-111" �,,�,,%,�_11:11, . I I 11 I - 11 , I I I ., I . I I I I I - . � I I I I I � 2.02 I GYPSUM BOARD ACEE ic I I � I � I , - I I 11 I I I I I I 1.11 I - I ''I I , I I- I 11 ". I'- " , ": � " , "' ­ 1:�- ',,�, ­_,,�­-�,,��, 11 471. " -, ­ * 2_1 ,111 i" '1'1�11,�- , " "' �� I I 1 � I I � I I I I I I I ­ I I I I I I � I 11 , � I I I I ''I I I I I I 41 I . � I 11 I I I I I . . � I I I I 11 . I � I I I I I � � 11 I . I I 11 I , I � , I I I � �. I I 1, �� "I"', ", �1, , -, � 1, �,-,,, � �, It , I " �, Z'1� 11 I : il _� __1' Ili 11 �i .-"'7 ; �11�11'�11'1 '-, -1 I I I I I I I 11 I i I , I I I '. 11 -, . I 11� I I � I I I . I I I I I � 1, I I I I and other accessories as.may be I I I . I . ­ I I � I I I I 1� I I - , I I I 1. , � I I � '' � I I I 1, I I 11 �� ,� I ,­ � 11 ­ , " - � �Z' ­J,�',�,, �,',�', , ��_I - 4,_ , "I I I I I I I � I I ,� I � I I I . 1, ­ I I I I I I I I I I I I I I I I - I 1 � I I I I I I I I I I 2.03 requ I . � I . � I I I I I ­ I I � I I I I � - I " I - I I I I � I � I I � I I I I I'll - , ", " I , ,I ,�, ,W�, : ­:,­�,,�_ _,,,�,:.., - :1� ,:t��,,�� I � �,� � , _� � " I " q, " � "" e, - ��,��_­ �, ; ", I I %, ,"',_,�. � -, 4 , �`��,,,,,,, �,.,2 " ", 11 1�', , I 1 �1, I � I I I I I I . -1 I I - - , I I I I I I � I - � I I I I I ''I , I �, I -11 - , I I ,� � �_� I , �11 �, 1 ;_ ','��, " �, i I I ',� I I �,, ��, , I 11 � I �,_�"I, , '!','V�,,--,., 1 ", _� � � I 1, I � I � I I I , 1�'� . I I , . I I I � , I I I I I I I , I I . I � I I � � I I I � I 1 11 I I I'll I 1; 2.04 1, -ARS 11 I I I "I I . - I I ­ . I I I I I - , � I I I I I . I I �11, I I � I � , I �, ,' 1, I �, "I -1, � � I 11 - I I , - I �' 1:,- �11:_ ��,�, 11 - �­ � " q ,1;,,;-1,- �. 11 I ,�:,-jl �,,�,�,,t'�,:�! I I I-, '�, , - .1 I 1 , I I I - ­ I � , I I I I I I �, - � � I I I I I Owner. I I . I I I I I - I . I I � I I 111'� I I 1: I I I I ;,,, �, � - �,,,T,,,�-A' "':��-,'q,,, I I I I I N, IN � � I I t , IN \ I � , �, " I 1\�, I I � I I I I I I I I I I I I , I 1, - I I I I I I I I I I I I I I - I I I � I I I 1 2�.-05 I I I PAINT MATERIALS: As selected by owner. I I 11 I I I . I I "I . I � I - I I I I I I I 11 I 11 I I I I I I ,�� I I . � I I I � � I - �� 11 I � I , I � '' :11- vl '1�1 ��, _, '', M�'_ " ­�', 11 11 , ­­, - ", , "', " I I , I I ,:1 J, _, _ , ",:, �,_� A, - I �,,'�� ­­,��,,­�­ , -1 , 11 1, I 'I, 11­��C,,' , - 1� _", " , , 'I" I � , -1 A, 1­11­�,, k- I , � 'kl,� � I 10 I 11 I : - 1, - . , �� , - "�`111 , � . 1 I I I - I - . .1 I � I I I : � , - I I 1 I I I I I I I I I I � I � I ,�, I I I I I I 1, I- �1' " � I I I -1 I I I . I I I I � . 1 I I I I � I I I I I � I I � I I I I � � - , I- I I I . I � � I '' I �� 1, I "I I I ­ I I I I - � I I �1' ��­,11_1_ , ­ � , '' ", �,�, ­�­_� ,,,,I,- ,��,' '' �I 1, , - I , ,, � _� � I I 1 :_,, - ,,,�_ __�,,,,, '' � -, - I �_,_,, , , ': ,� 0" 1��,"`yI,,e',�� � ! � , - - I, ��,�,,:��,�-, ""","n -,-,,-,1"' I I , . I I 1. I � Ix I : I I - I , I I . I , � � - I 11 , - I I I :�� "I A I _ �,, I I -1 I � I � I I I " I I I I I , I . I I I . I I I I � I I I I 11 I I � I � I I I I I 1, I � I 4 I I I 1, I 1-1 11 11 I 11 I I I ''I I I I ­ I - I , 11 I 11 "I I I I I I I I - I I I I I � I I � I - I � I I � I 11 . . I I I I I . I I I I I I I 11 I � I I I I I I I �: I I ? - I I : I 1, 11 1 I , , - I I , , � e I 11-1-1-1 ''I , , , I I . I I I � I ''I - I " . , I � I � I I ''I I , � I 11 , ,,, � I�,"'',,"�,"'C7 � �, >,","*,'�', 4 ,, _ " � 11 I ,_ ,� ,,, '� ?sl--'_ � ." - I "" , ", , -­ - , '' , � , , , , ­ ­ I I � 11.1-1.^ I., Nl ", �,:" �� 1,, I - " I � 11-1 'L, - 1!�� , _::41 � ,�, � �� , , -2-1 � I � , ,�,�: *11,71*14116 � � � , " �'111 - :� ,_,g,,K,� I .1, i ­'11� � -1 "I �,,� �,Z'�, - I,- : ' ' , I � L . ", I I I , ,�._ .1 I Jl� I .1 I I I I � I I � I I I I I , I , , I - I I I I I I I I I I I . I 1, � L I ­ ''I " I I , � I 11 I , '' I "I 11 , I I 1, � ,11 '' ''I I I � I I � I I I . . I I - I : I 11-1 . I L , I I I ''I , � �, � I . I ­ L I I I I � I 11, I I - I I - I � I I - I I I , 11 I I I - I '1�1 I � I '' 1- ' I L I I I I I I I I L I , - I— I I I I - I 'L I I I I I . I - I � � I I I I I L L I - - I L I I I I 1 1-1 I I 1-1 1�,, I, I I � 11 I � I � ­ I I - I:, 1:, : I , I I I ­ 1, � I L v I I I I I I I ­ 11 11 , I " I I I I I I I . L I , I . . I " 11� , � , -_ "I" I 1. I '11'- , ", � � ,,, I'll ,� : � - ; - �:], � .1 ... -11 11 I -, �,��; , I - ­f� 7 -, 'I'l '600 , "', --11 I ��", -, I I . "'11- �Wll P 0 S � I,;`,, �,�' i-,�,�,�,,i�4 I ;_�,�,*�A ,�', �'1­14 -�14S,,: I I : L I I " ­� ­ I � - I , , � I I I 1 1 1 1 1 ,:_ I I I I L I I 11 -1 I I I I I - I , - I I , L L I - I I I I . L I ; I 1� � I I I I 11 " : . "I I I I 11 I I " I I 11 I - I I 1� - �� ,r, �_ I 1, I - � 1� I 11-1 -1 I I I I I - - I I I . , I I � , I I I I �­' 'I, I "', ,-' ._ � � 1. I ­:� I I I -1 I ­ , L I � I 1, 1, I , I . I I �� � I I I 11 11 I I I I 11 I I I 1 I I I 11 11 I � I L -1 I I � I I I " I ­ I . � , , I .� I I I I I - ­, I � I I I 1, I I I I 11 11 I ", 1, I � 11 " , 1, :` L � I I I I I I 11 I ��,111 ., _', I , I- : I -1, ,_ � I � I I � ''I I - I � � . I I , , ,�.j,",� -, I � :', " -_,'�, " ,,��,,�, , '", ";­",__��", - ", "" �', I � " ­� �_, AI ': � , �Ll ;' _� '"', ,- ': 11,� - _�, I I "� 4- 1_1� 1�1'14 I -1 ­ I ­_ ­ 1 _,� I I __ I �,�, I I I 1, - I I I 1, �, � / I ­ . I .1 I I ­­ ­ I I I 11 I I 1. �-. . 1, 11 ,1 � � � , � -1 - 11 I., 1% _', � � ­ I . 41, �� I I I I - I 11 I I , I I � I - I I , . I - � I I ­_ I., I 11 I " I I ­­' - - 11 ''I � __1 I I , , , , , , , , , , , , , , , , _ "I I I I I I , : - I 11 , , I I I - I I � :1 I I I I �, I I I I "I I I-, I I I I " I I I " � L I I I 1 I I " I I -I' - . I L I 11 I I I I I I I :� ­ 11 I I I I . I 11 I I " I " . � - � ­', � I I ''; 1, ,,, I - I I � � 7L 11 I "I I I I I " , � , , I I I ; :, , , � 11 11 I I I - I I , �'­ I I 11 I I I I I , I I � -, I - "I I - "' - "' - � " �., -_ � I- -,: �­,,-,� ,',,',',- , , " � , ��': ­ , , " � I ­` ,", -1 I, "I'll ��"' , ;,I, 1-1 ` � P, '' - , - "I", vll 1�� ­�' "! 1�4,1; I� '! �, �`2,` ""' � I I I I 11 I � , - - 010011MM i, - �­ - I I I 1.11 - I I L 1, , I I � I - -_ 11 1� --- -1 I I I I . I , I— I 11 I '' ; �7­ I'll, "', �, �, I -, "', �� �, � �'; L '_,�, � � I ­ e I I - - - __ I __ I I ­ A, �_ I I I � I I � � , I � _ I., I I ­ I I I - I �­ ­ I "I I I 11 � I I I- "I'll I I - � 11 'n, . _ " I I z��, I - . I I - 1-11-- _11111-- I <111__11_---.- 11 "I I--"--- I I - 1 � - � 1, 1, I I � I I � I I I I I � I �, 11 '. . I ,� � "I , I I I - I- � I - � - , � � -, ­ I I I 1, I ,�'� �:,� - 1�1 "I � -1 I I I 11 _�,, I %%,""I'll", . , '': ­ �,­ - ­ - -1 L I " I- I ­ - I ,,, I , "I _11, , , ,�11_11_ , , " �1_ / �, : 1,z, I 1 ,,, t", I '­ I - 1:_ "" , I I ". I I �'L ,-­ I -,,, L �� A i �:;, �,­ � I 1151,1- I �, � `411,�', I I I I I I � I .1 I I I I I I I I I I I I " " I 1. - I � 'I, I I I � I I � I I I ,� 1 I - I , . � I � I i � I I - I - "I �, I 11 I " I I - I ­­ _,�­­i I I I 11 I � , I I " - 11� , I I I - I I I I _ I I " I � � I I . � I I "I 4 I I � I � I I �1, I 111) "I ___ I , 11 �� M I.- 11 ''I'll, I I I -11 - � , I 11 , 7�, � 7- 1 1-1_ -1 - -, �­ I, --- J, � . " , I I � - � L I . I I � I I I I I - I I 11" I I I I I I I , ­ I 11 I'll � . . I - � 7 I �71 ___ __ -1 11 I I 11 " ' - '� " L ' � :­ ,� � ,� - ' - I I I � , I ­ I - , � , - I I � I I I ,,, - -- 1 L 1- - ­__�' L,71 ' -­ 11 I ,�,;, � ,, '- , - " "':,", - ��4_, " ,�v ,.- ,-,'� ,� ­ I � 1� , .0, 4 , : , 11 1- , I I , I - I e, ,� , , L �,� I I I I -1' I , , I n , ,-- 11 11111111F`17?1'1� I . , - I 1, I I 11 " '11, I I �, 11 I - I ", I � I I I ��L �_'_ ____ < � I . I I ,,, , I ­ �, , , � 11 � - , I � " ,,, ,�, , � I I I , 1: � 1, I 11 I , - � I - -_ --- � I I I I 1111111111� I �� I I I , I , _ I I 01111111- - - , -, � I I ­ __ ,� � I'' , � I 11 �I� I 1, I - '- I I - I ­ , �� I - � � I I I ,,, I I � I I I I I I � I I I I � - - I I I I I I I � I I I I 11 -11 � I ,�' - I , , I . I 11 - - " - " ,� "-1" � I � .:",, , I I � , I I I 'I 11 I I I I I I :,�'_, -, 11 I I I , � ", - I � � � , 11 I I I I � , I I , . I L , 1, �_ , I 1. ­ 11 � �� I I � I � � I � . I �­, , I I I � "m - I , � I - � I I I � � , I I I �', I 2 1 L I 1��_- 1, , I I I I � , "I - :1, - ---- - '' -: " '­ 1 ��_�,,��,4, ­�­�'�­�_,­� �­ -7,-, 1. '111 I "r I .1 I I A � -1 , � _ , ­ : , I �', -� , ''I" I 1�1 I "I ", - ,,A,;, " _f"' L,",��,'���"-""f,�,�Z"�i���, ­2,� 'k - I � � I I I , I I I I I I I i , ; I �,� , I , � : I I 11 - 11 , I � I I I I I . I I , " I I I I I - I I I - I I I I I I I 1�1 I � �, " lk I 1, ", � I - I � 11 I L I , , � I I � I I I � I -1 - - 1. . .-, I I I I I _-1 __ -,-:, _. � - , L - ­ . .1, � 1 I I I I 11 ,,, , ,,, � � ­ ­�, I � I I - I I I IL I 11 L , L I I I I 11 : I I I , ,- , -, ­ . I I , I I � , I � I '­ 11'� I . � I � � I I , � , I - I I � I � I �, ,� �', � � - " I I I L ­ � I , , � I I � I I �' .1 - I � I 11 I : - . I , I �,�, � - . - � I 'L ,� . I I � ", " I . � � , � _� � " ­', �� , , , � , - ", " I , I � ,: �, , , - - , : " - ,,, , . , I , � ­ , I:, ,,,� 'z I I " I � ... 11 � , , - , _�� �1` " : ,,,, ", '­­ I , ,1 - , � 11, 11 i , I :,�e � , I I , ­ " -­ ­ ,, I, ­'�, , " �, ,1 � � I - I �,,� , ­ - -, , , I I I 11 I I � I L � I - ; � , � ", , : I _ I - 'L� - �, � , ' L - I I , -, ��,,-� I � � ,,,,�,� , __ �,�� , _ ,, ", ,_ I " � I , _ " e : , , , ,,,, , I ,-, I , , � � - � " , 11 �' � , �, , ]� , : I ;, I � I � '�, , : " , � , , f _� -, """, `:�: , �,� , L� 1�_� " I I I ; , -1 �,�, - - :­ "I' " ,:� :� " , � I , ,�­, z. ,,,, ', I - _ ­ , ", I ­� - , � � -,:, ,�,"- '­"�, I'll �L " '' _�, - _ " " f,,__��,,,,�',',, : 11 - _ � I 11 , -, , I I , " �, , , "", :� I 11 , � ,'�'�7,',, " I - V 11 , �, 1, - "I � 1 I I � I � � �, , , I , I - I � �, 1� I . � I I I , , ", - � � , , �_ I I � I ''I e� 1- I L I I 11 I I I - I :�,�, �, , "":. " I I \ I 1, .1 I - � I I I 1, ­ . , " �, , "" I , "� j, -, I � � I I - I I 1, " � I , '. I 11 I � 1� L � �� -, '' I I , I I 1, I . � I : I I 1: ­ 11 1, . I I . I I I I I I I , 11 , � I . �: . L " I - , ,�.� I I I I I � -, . I I I I I ,��,­,' �' I I � � I . I L' - I - I " L I I � , I "I'll, � I I 11 I I I 11 I I I I ,, I- m � I ." I I I L L- I I I I I I I . I 11 I -1 I ': -, 11 I I . " I I I 1, , , , �, , V-11 I I I "I, I �I, - " 11 I I I " 11 �, � I , ��, I I I "I - _� _ ­'-A-',',rJ"�,A � I " I , I "�L � -, ­ - I " "', ,,, ,-,, �,� .,,-- , , ,,,, " - , - � " `,,� I I I - I I ,,­,,,--,,L"� ,��::"r � : ,,,--" , -1 - I I I I I 1 I -:, , �, I 4, -, I I ,: ,�: 1, , , " - " I I , �- , , ", , I , ­ .? . -- "', �I:",-i- �',-!;�,'z",�,�,,Z,,, 1, ­;,,,�, I i I I L -, , , '� � -1 - , " , - I , 1. - ", " , ", L '1�1'_� , " "", " , f��I,' '' "',�'I'-,",-�', ,,� I .11 I."'' �'., , ,,�. , ,,, - "': ,��­.`,,"�� � �:� , --��7I�,,Z�'10��'­ - - - I , - " ­'� , 'L"'':'-: , -111, ­ 1� �7 � ��1,Z , ,�,,i-','� �';,�,�� ­ " "Ill, - � _' '" ' ' ' _� , ­_,�,�,_5_�,,��-�;R� � , � �1, , L, _ I , 1_� I � � ­ " 11 -, , - I , � �­ , 11 I , , _ � - , � ,,,� ,­_,�- t , , , , � , � , " � ,,�­I,,, I I-, I 11 11 �1� _ , I , - "��', "�, " , , ,�; -,�I,I',',&� ___ I ­ I ... I" - , - , �, '' � - �_"V��,,�,,' " - I - , , "�,'­,� " , - , I I ... , � - , , 3", I I ,, , , __, 11 , ,� : , " , _ , , , I � " " ,,, ­­'�',­; � _, " __ ------ ______ , , _ __ ------ _______ I 1- - - ---I- ­ ___­----­ ­ " - - -­-­_-­­- '- --- ____ -----"--------"�---,----------- 1_:_ -, 11 1-11, I I I ,� I � " ____.,_____ ­­ ''I I -,I_, I � , I " , �� I I ", _� , , - -, ,­ , - " - , I- -, " 11 I ,,, -� I . ____�,_____4�_�� 11 I I - I I - " I "I � ­­:� , I , . I I . ... .. ______I_____ 'III �, , _� , , � I I I � 1:__ -.--,- I _ , , L,'I-___, �_��,� I , - , i,,, , ,,, ________��__ . , '' "', _ I I_ " ,- __­­ 1_._�__� __ " L - , , 11,_�_­:��­��,!, �JJ - ­­­ - ­_­_____ } X f ire separavons smoke detectors to be hardwired t k ... P 1 QRNZRAL � - ART ART 1 QZNZRAL Fire Sound CA F; . 1.01 DIVISION 1 s GENLrRAL REQUIRE?IZNTS 18 a - , V : RZ U XZNT s _ a 401 DIVISION 2 GLNZR]�L Q IRB 8 i part of hxs specification. Rutin Rating part of this specification. Fi le No. ASSEMBLY DESCRIPTION Fire Sound PART 1 QENERAL - 1.02 CODES, RULES, AND REGULATIONS AlA. All materials and installation shall' SHEET NUMBER 1.01 DIVIBION Q NZRAL RZQUIRENZNTS is a com 1 with the following codes rules Y g , ,P and regulations, latest edition, as r ; :. the ma a 1 the work: Y Y apply to u< - 1. NEC - National Electric Code 2. UL - Under'writers' Laboratories. RElEiillNC' !: 3, The codes, rules and regulations of public or private utility companies .... and State and local governmental All materials shall cform, as DUPLEX OUTLET 42 A.F.F. agencies having jurisdiction over applicable to the fol owing the work. :.,.. :: , .... PART 2 PRODUCTS designated, with latest. addenda and 2.01 MATZRIALS between 211 floor and ceding track:and secured at vertical edges .. errata: ­ E: `Standards A. Aluminum wire No. 6AWG and smaller i 'DUPLEX OUTLET *8„ A.F.F. HALr_SWIiCHO shall not be used in electrical wiring. ANSI —American National �� ent airs of gypsum b 2" metal H studs friction'fit between adjacent panels. Gypsum strips 8" wide of proprietary type X.gYpsum Institute. B. FS - federal Specification. t0 ASW 1210 wallboard or 6” wide strips of 1" mineral fiber, 3,0 cf, applied P � P.. 'H C. ASTM - American Society for Te$ting and 220 VOLT DUPLEX OUTLET R Materials. (9 j D. FS-QQ-S-775: Steel Sheets; Car on and tacked with i 11 Type S screws 1211 o.c. into metal flanges. Mineral Thickness: 4" PART 3 ZZZCUTION zinc'"mated. _ " E.,ANSI'M231: Copper Tubing, Types K, L, 3.01 INSTALLATION F` A. All equipment installed outdoors and and -M. -# 4 -WAY ELECTRIC MAiI SWITCH exposed to weather shall be weather-,,_ `�` t F. ASTM B-306: Co er/drainage Tubing. proof. DIMMER iiAll B. Receptacles in Kitchens and Bathrooms 2.01 See mechanical drawings (provided y shall be installed above work top ;SWITCH unless otherwise noted on drawings. other's) for',complete specification and C. Receptacles to be installed vertically ' at 12 inches above finish floor unless Gypsum Wallboard, Wood studs .design information. noted otherwise. EXHAUST FAN D. Wall switches to be installed 48 inches - Bass layer s1e" type X gypsum wallboard or veneer base appNed above finish floor_ } f ire separavons smoke detectors to be hardwired r Fire Sound CA D DESIGN DATA SKETCH AN DES - , Rutin Rating Rating a g STC Fi le No. ASSEMBLY DESCRIPTION Fire Sound PART 1 QENERAL - - SHEET NUMBER 1.01 DIVIBION Q NZRAL RZQUIRENZNTS is a P4 of tis s ecification. DUPLEX OUTLET 180 A.F.F. - 1.62 RElEiillNC' Gypsum Wallboard, Metal H Studs .... All materials shall cform, as DUPLEX OUTLET 42 A.F.F. - applicable to the fol owing . ::....., :.,.. :: , .... designated, with latest. addenda and between 211 floor and ceding track:and secured at vertical edges .. errata: ­ E: `Standards � 'DUPLEX OUTLET *8„ A.F.F. HALr_SWIiCHO A. ANSI —American National �� ent airs of gypsum b 2" metal H studs friction'fit between adjacent panels. Gypsum strips 8" wide of proprietary type X.gYpsum Institute. B. FS - federal Specification. t0 ASW 1210 wallboard or 6” wide strips of 1" mineral fiber, 3,0 cf, applied P � P.. 'H C. ASTM - American Society for Te$ting and 220 VOLT DUPLEX OUTLET R Materials. (9 j D. FS-QQ-S-775: Steel Sheets; Car on and tacked with i 11 Type S screws 1211 o.c. into metal flanges. Mineral Thickness: 4" - - zinc'"mated. _ fiber strips stapled 12" o.c.. to gypsum panels. Sound test con- ducted with 2 x 4 stud wall faced with 1/2gypsum panels each E.,ANSI'M231: Copper Tubing, Types K, L, 3 -WAY ELECTRIC MALL SWITCH of assembly. (NLB) and -M. -# 4 -WAY ELECTRIC MAiI SWITCH F. ASTM B-306: Co er/drainage Tubing. 4-28-83 r Sound Test: USG -840403,4-4-84 SA4W0411, 410.84 DIMMER iiAll 2.01 See mechanical drawings (provided y ;SWITCH other's) for',complete specification and Gypsum Wallboard, Wood studs .design information. EXHAUST FAN - Bass layer s1e" type X gypsum wallboard or veneer base appNed 40 right n les to each side of 2 x 4 studs 24" : With 6d at ght a g ea word o.c tfi 24`04 SURFACE-#ItXTED LIGHT FIXTURE �� WO 41 t3' coated nails 17/a" lono,0.08611 shank,='/4" treads, Wil► „ layer 41rs X sum wallboard c>r veneer base a lied at Y tYP� 9YP Pp :., .. } 44 right angles to studs over base layer with 8ci coated nails, 20/a" Thickness: 6'/6" RECESSED LIGHT FIXTURE ;. ;� .:• , -' long, 0.10X! shank, 114 heads, 8 o c. Stagger joints 24 o.c, � each layer -and side. Sound tested with studs ie o.c, and with Approx. Weight, 12 psf PENDENT -LIGHT FI XTUK ..., nails for bus layer spaced 6" O.C. NMD-REAIaiNQ) FIM 'ibst: FM WP 360,9.27-74 mound Test: NGC 2363, 4-1-irU to be used 18" either. Side of party wall , a MALL- 1OUNTED LIGHT FIXTUIRE where duplexes are flush connected in front or rear; see 14b/D2 SMOKE DETECTOR TELEPHONE JACK TELEVISION JACK Gypsum Wallboard, Wood Studs ' NOT WATER NEATER 30 One layer 616" type X plain or predecorated gypsum wallboard, water resistant backer board or veneer base applied parallel with Thickness. 47/6" to d WP 3605 or at right angles to each side of 2 x 4 wood studs 16" o.c. with 6d long, 1/4" 7" Approx. Weight: 7 sf Test: UL R1319-4,6,6-17-529 FORCED ATR UNIT _. 34 coatednails,17/6" 0.0915" shank, heads, o.c. Joints Fire 4 of square edge, bevel edge or predecorated wallboard may be Design U305 ELECTRICAL PANEL , f ire separavons Fire Sound CA D DESIGN DATA SKETCH AN DES - , Rutin Rating Rating a g STC Fi le No. ASSEMBLY DESCRIPTION Fire Sound -e DETAIL. MI UMNER SHEET NUMBER DUPLEX OUTLET 180 A.F.F. Gypsum Wallboard, Metal H Studs .... DUPLEX OUTLET 42 A.F.F. Two layers 1 x 24ff proprietarytYPe X gypsum panels inserted . ::....., :.,.. :: , .... between 211 floor and ceding track:and secured at vertical edges .. 'DUPLEX OUTLET *8„ A.F.F. HALr_SWIiCHO �� ent airs of gypsum b 2" metal H studs friction'fit between adjacent panels. Gypsum strips 8" wide of proprietary type X.gYpsum 2 t0 ASW 1210 wallboard or 6” wide strips of 1" mineral fiber, 3,0 cf, applied P � P.. 'H 220 VOLT DUPLEX OUTLET R 49 (9 over exposedstud flanges on each side. Gypsum strips at - tacked with i 11 Type S screws 1211 o.c. into metal flanges. Mineral Thickness: 4" - - ELECTRIC WALL SWIM': fiber strips stapled 12" o.c.. to gypsum panels. Sound test con- ducted with 2 x 4 stud wall faced with 1/2gypsum panels each Limiting Height: Refer to mfr gh -' 3 -WAY ELECTRIC MALL SWITCH of assembly. (NLB) : . f Approx Weight* 89 ps side Fire Test: WHi--495-PSV-0245 -# 4 -WAY ELECTRIC MAiI SWITCH 4-28-83 r Sound Test: USG -840403,4-4-84 SA4W0411, 410.84 DIMMER iiAll ;SWITCH -> Gypsum Wallboard, Wood studs EXHAUST FAN - Bass layer s1e" type X gypsum wallboard or veneer base appNed 40 right n les to each side of 2 x 4 studs 24" : With 6d at ght a g ea word o.c tfi 24`04 SURFACE-#ItXTED LIGHT FIXTURE �� WO 41 t3' coated nails 17/a" lono,0.08611 shank,='/4" treads, Wil► „ layer 41rs X sum wallboard c>r veneer base a lied at Y tYP� 9YP Pp :., .. 44 right angles to studs over base layer with 8ci coated nails, 20/a" Thickness: 6'/6" RECESSED LIGHT FIXTURE ;. ;� .:• , -' long, 0.10X! shank, 114 heads, 8 o c. Stagger joints 24 o.c, � each layer -and side. Sound tested with studs ie o.c, and with Approx. Weight, 12 psf PENDENT -LIGHT FI XTUK ..., nails for bus layer spaced 6" O.C. NMD-REAIaiNQ) FIM 'ibst: FM WP 360,9.27-74 mound Test: NGC 2363, 4-1-irU to be used 18" either. Side of party wall , MALL- 1OUNTED LIGHT FIXTUIRE where duplexes are flush connected in front or rear; see 14b/D2 SMOKE DETECTOR TELEPHONE JACK TELEVISION JACK Gypsum Wallboard, Wood Studs ' NOT WATER NEATER 30 One layer 616" type X plain or predecorated gypsum wallboard, water resistant backer board or veneer base applied parallel with Thickness. 47/6" to HR WP 3605 or at right angles to each side of 2 x 4 wood studs 16" o.c. with 6d long, 1/4" 7" Approx. Weight: 7 sf Test: UL R1319-4,6,6-17-529 FORCED ATR UNIT _. 34 coatednails,17/6" 0.0915" shank, heads, o.c. Joints Fire 4 of square edge, bevel edge or predecorated wallboard may be Design U305 ELECTRICAL PANEL left exposed. Stagger joints each side. (LOAD-BEARING) R2717-39,1-20-66 R3501-52,3-15-66 ULC Design W301 [. JUNCTION BOX Sound lest: 08 64-8,2-4-64 LINEAR IWANDESCENT FAN LIGHT Gypsum Wallboard, Gypsum Sheathing, Woad Studs interior side: One layer %" type X gypsum wallboard or water re- {3 DIRECTIONAL RECESSED UNIT sistant backer board or veneer base applied parallel with or at right angles to 2 x 4 wood studs, 24" o.c. with 6d coated nails LINEAR FLUORESCENTI 17/6" long, 0.0915" shank, 114" heads, 7" o.c. Joints of square HR W P 8105 edge or bevel edge wallboard may be left exposed. Exterior side: One layer 616" type X gypsum sheathing, 48" wide, applied paral- lel to studs with gaiv roofing nails, 13/4" long, 0.120" shank, 7/i6t° or 1/2" heads, 7" o.c. in field, 4" o.c. perimeter. Wallboard and Thickness: 43/4" k sheathing nailed to top and bottom plates at 7" o.c. Exterior clad- Approx. Weight: 7 pat ding to be attached through sheathing to studs. (LOAD- Fire Test: See WP 3510 BEARING) Insulation: See page 6, Section 10:1. Wood Joists, Gypsum Wallboard, Roof Covering a Base layer 616" type X gypsum wallboard applied at right angles f 35 to 2 x 10 wood joists 24" ac, with 11/4" Type S drywall screws 24" o.c. Face layer %" type X gypsum wallboard or veneer base ap- HR to FC 5406 plied at'right angles to joists through base layer with 17/s" Type S drywall 12" intermediate Face 39 screws o.c, at joints and joists. RC 2601 layer joints offset 24" from base layer joints, 11/211 Type G drywall Approx. Ceiling Weight: 5 psf screws placed 2" back on either side of face layer end joints, 12" Fire Test: FM FC 172,2-25-72 o.c. 1/2" plywood with exterior glue applied at right angles to top Sound Test: Estimated of joists with 8d nails. Appropriate roof covering. Ceiling pro- vides one hour fire resistance protection for wood framing, Including trusses. - a a t { 411 t v w . . . f :E r , V i �14 00, Rio i s F ,m NW r �t 11 f t r w k s� uIi+ VV LL r 1 r Seclion A -A n 0 ... -ell h Oki r rw Oa IL } f , i Ll - 4 y 13 t ,. ,.... at ...,...,ate. , ". ctlivn a , , „a 4 YA n rt .,i .•. � , ". ,. is � ,,, i.,- ..,, � .; _ � i a 4 , „ I RAM -f- NAM f was ju - ------- - ----- O- Q O � � o tr 'Q V av poor ev-p Klo 'ALT - i } av poor ev-p Klo 'ALT - i s` - , ;:e ..y .'�-.. '*far>.. .•. ,.:.,, � _ t.. r 5.. r?' .- ::....,.. .., :., ..� xt '.� :,. .: .,., '� ».:^ > d. '8},.. ,< 4 .,� ., - � - � �..-�:. J ,tu' k .- .. k .. r 1. '.�. �d.: Y:l:4i'" a }"���R/�YIPK '�'d,RY.i .:w�w..{tsa'r..,. a.�.,.Ee,,..__:.`..,---_e.�.::... ,.., +. t. .aaX :, '. v ..0 �. �r.h r,. �.. .., ✓.. .. _. .. . ... ......... .... a. ..._'<"""'<. ,..�,3N.�'din.4 i'Pi-.Yb .1.,.,. r..... !.r..., .. .. x.{5 .. f.e ._t., .._,. - - . .,... - .,, F., - . .. .. ..... , '. _.. x -....f MOEN=, ligil g It i x r x s Ywa.i�,.Xe,-t,.e.w,._.M,.,c 48 MOEN=, ligil g It i x r x s Ywa.i�,.Xe,-t,.e.w,._.M,.,c lil r iAWI& s conci 11 IN .a. {, ♦n yp s .. V f i C ,.. ..: a .•„,` . z`• + M'PLYW04 FLM lot AIWAM SMATN”T ! PART 3, an L A* i�cerr +a�xr 1.01 DIVISION 1 r 03*8 L ARQQI MS 0 is a y��,( part 1*0 of this specification. 136 16 t6� 1.02 A. AiSC rs - K8- American institute 'ma;�yy of Steel Construction. { R 1.03 Awl r. «.�,+1 murt,twpa i1k�t ale ems, y�� +_ < � X # y . i11"M _ON�'�+ � 3 ik i'� C• F A' c S�yiJ� r 4 3 g1 Yn+ a .t !n Y 9�; - A00rican wol4ing Instituter. PART 2 PRODUCTS A. Structural Stool, including beams, column, plates, and angles: ASTM A-36. D. Steel Bolts: ASTH A 307 C. Steel Anchor Sol t$: ASTH A 307 With standard hooks length as- required minimure B inchees into concrete, concrete masonry and 15 inches into brickwork. PART 3 t1XC ON 3-01 F RICATION A. All structural steel *hall be detailed in accordance with the AISC specifications and detailing standards utilizing standard connections, including plates, onchora,, ties, clips, and hangers and ether fastening devices as may be reequired for a complete installation. 8. Welded connections, in accordance with AWI or, ASPM A500. C End bearing for lintels to be minimum of l inch per foot, of span with minimum of 4-1/°2 inches each end. « ippon completion of "abrication, apply shop coat of red Oxide paint. 1.02 XRXCTlOw A. ; Erect structural steel plumb- and true o level and dimension. Grout bearing Platen to insure solid support. Field paint all abrasions with red oxide paint, S Provide base plate for all structural, , steel beazs bearing on masonry. Provide; standard angle anchors and inserts, ties,clips, anchor straps, hangers, belts other hardware ,and and fastening devices as say be xequireed. .a. {, ♦n yp s .. V f i C ,.. ..: a .•„,` . z`• + M'PLYW04 FLM AIWAM SMATN”T ! am J- R tr A* i�cerr +a�xr T+pOty y��,( ,t 1*0 136 16 t6� .� 0 'ma;�yy ,24 2*f R0 { R r. «.�,+1 murt,twpa i1k�t ale ems, y�� +_ < � X # y . i11"M _ON�'�+ � 3 ik i'� C• F A' c S�yiJ� r 4 3 g1 Yn+ a .t !n Y 9�; a Y: # # + � # .. is ,+ • • N ♦ # M .. * lk m s # -.. ..: « • .. ill' :: a ...: ,. n , * i # s � � • i ::. a ': A # .: • .. # :• • : # ! A .: #: # # as A ..:# _# a d i # r ,.. $ :# • • ♦ ". :� ,: M # # !. a '. A � # ,: :. • , * R P • A a ' i * it * , is # •'. • • . # : . # :. r ; 1i. * + ,; a # # • W • # p 4 • • • • • • • s ro # ♦ N . * -,. :�.: # p # # # ` ,. - +. • 1 :A # `. i R " # :A . d ;. a x e:. �. .:,e # A :. ';;. «. N # A ' # # $ R # # ' # # N # " ♦ i t .� to ,�. r .. , 'A # a: « x A • + N # # , w # # :: # y.. g A M A ♦ # is ... - ,.,. - .. p * , ., n :.. . :•.. _ :. A .: : # A..d : n. a +.. # $ : #. •� •, , f t � y.. : : • . * * 4 : * p w # :. .: .:. .. 4 i 4 # 4p :a' is # .. # #. , N ,: # • • # i : « # a # # Si i dowEw; 1win t , n Nn: S ATI • a _ i # # ' { r r s y Pa' > o-. •s Y xf v t ... .ter. i< y Y,. ..x <. >t d a # # Si i dowEw; 1win t , Nn: S ATI • a _ i # # ' { r r s y Pa' > o-. •s Y xf v y Y,. # >t d « t , i t , # # s # I 7 , , MAI . e a r ,n z t , oil 3 , ,.,.. a.•, .c .. - x r:.... x,a ,.,v ,.. _x. , e i ,.3 3 ,r.::x,... ,- x u, .,, � ,.,a, r �.'" .*.. r -. a'. r 4 , , ., it 4 Wz ..... .. is , .. :,. :-:. a -., ...a _ .. „ .. .. a.. ,, ... .... < ,..s,- «,. M „', , � , +a.. #a .. ,;... . t ,,. .. b ,• .., ; C ', � ,. , F .. , '.,_ ', V :..Afi x , t , _ S :.. .. , ,a., , sbt s' +c. S"<::: :, .,, .:,, . o-. '4t, 4:.. ,'. ,' ' N .> _ <sxs— � ✓.tar.. ». , s2s ,. ,.. - 3 . , ..a. .,. , s^,.-,. e. < .. ,. ,. Milo z F ... c . <- , ;..... „. a, < ., r ... ., , , n, .,.... ,. ,.,.. :. 2 A :.. 4. ;{ ..m «•u'°t<x of-.. €. ➢. :.', ,:« +..,.. ?. <.. .: , ,.. s ::.. . .,..,. � +.a ..:. tom._'✓ .<,-, s. ,. .��.ra. r: <� ,,, ,x: t,w Illp ::.. ^} ,y +.. , v, Z. sem•. uA, N ,. , , :.. ,. , ... , :..,:, W., > �' .�.t ,s{ •fix ?t"`.ir n ... sr i 1 4 unit **A" ,rte - YM j t } .✓` r isN h . M 7M n , h a r x � , v „ « vyp ..f „... ,: .. .. ,. 80.. .... _. " :.nd Und a 1 _. Via. ,.... ., .. ,.... r. ... '.. .. , : .. :. '... . '. .. .,..* ..' kcs _ 11or rDrains , « �t Ti Basement «„ n .. ... mow, _v _ • x a m / > n-... x > ...... ..........,.».;,..�. ;:..........«.,....,.-.::; ..,�,, ,. ,.., _,..*+>�•-.-..,^.„„,,.,,.^„. .-..._:...,a ,,..ter _ a Ir I . r y a, yt t 6 7It 40,�t .„ .✓ ” . ° s , } +w g m, .......�::.._ w ....---:..'.-,-.+-., .�...:.:r..-.,vim,-. ......«. ...,,,,,-. ......,... ,.....,. ... } g b „ 1 " , Al " '•'k. , x M� _ s t �40 qgy 14 is 17 18 20 E u„ , 2 xi , s 4 2 •g 2 X q jj 41t i a' ' a• , ,. . x i3 a. z:.., r 35,--X36 s '} 7 ._..... ,... ...,,...r... +...._::. .....,.. _...:,.: a ,... ,_».:. „ .a .. ,v. ,,.".^ 38 ... 4u- 39 41 42 43 X- ... .. , 'gyp 44 X 45 x 46— ««»..,... :-»,.w+ war,..„ w-w..w ._._.,:. a,._ .. , - ., ..._.. ., .,.: w. ».., v...,... ..... , .,_...,. , ".,.. ,._. ..„ , , ...r.' .... . .. ...... . .. can be walk -out with 71-9 1/2 ceiling { . provided b Paulus Sakolow kz and actor .�r��c�r�a���ar� �°cav Y # • n , , -T- 41 s 1' wall at dvarad've WK -A- garadve toe a U8 a x � a ' • a a > r' , y MOM See Engineered Truss Drawings by .� TRUSSWAY For Fioor And Roa# Framing. 17 { ,... u0?40 t w. zr' zoo » a; 6 S { .. x _ t sgprnYW a`o6YYYY1Pek NJYI� A i F L/ 44 !* fi , t a S N, , �#a f., ✓ f r. , i < r ; i = + 40 71 k fi e , s y , n t A y d' f Y , t ; f t' " Y ,... Eau r See Engineered Truss Drawings by .� TRUSSWAY For Fioor And Roa# Framing. t w. zr' zoo a; 6 { L/ 44 !* fi , t a S , i i = + 40 71 e , f , t ; f t' " Y ,... Eau r r r i i i 7i m r a 0 14M _777- n Y See Engineered Truss Drawings by .� TRUSSWAY For Fioor And Roa# Framing. a i -sEko.**�'Tlvo`N B It'd P, F roAsed Ao�l orle— ilk WiNwioww" -sEko.**�'Tlvo`N B It'd P, F roAsed WIF *A- 01 '44 07 y :jeis e- Enineered Truss Drawings,,$ TRUSSWAY i Framing. Awl '1100MV -74- 01" 1-7 IM W_g t441TVA a Wswap M-MEMMOMMEMB, e t t , F _ m� i e , r .1 s i i „ '` � . }- ; ��'"`!� � # '�"`` x rib � `�� ^�`�a < w3 � r•� . s' n t i ,« VOLLME 8 FT aGEK4R" STRUCTURAL NOTES Ploor truss and root truss profiles are 'shown Por x : 3. u ,configuration only b Truss nufactus , a contractor to coordinate all d,i. snsional { i relationships and verity with field conditions. „ All teat trussed, l sses girders to y. f t € be engineered k y tr supplierand manufacturer. Spacing of floor trutoos to be deterained manufacturer. send trusb,, op drawings to a architect for review of ar 1toctural coof iguration. n 2. l2 headers for door and/or wit now to be (2')2x101s : p 1'ypica ,head a dropped anises reefed otherwise. freight is 61, wga for windowswith no transoms except' as noted. refer to sections and,elevations for 4 further information 3. -4-,'Shade4 walls indicate bearing partitions. PP 4. 4 ! A l frosts shown are for baring purposes only, ante ' a (2) 2x6 at exterior walls and (2) 2x4 at interior ¢�. k..l walls uness not otherwise. AIX posts necessary for corners and drywall nailers are the responsibility of the contractor. ock solid lour posts above for } i continuity of load trans r. a fi Use 2x6 ceiling joists xd ni a ' 4 cs ttrr lowered ceiling dondition utales ncrt otho rise. Tie 2x6 r,: { ceiling Joists to -raft joist or trUsse - at 10 ^, 6, Laminated strudtural' a sh for confi .;ton only. f'Xanufacturar to Verify size of « all laxinated struc al rs'shovn oh the drawings., « a 7. ConvontionaVIumber beams and posts are sized. for tr4ps Layout shown, 'Ttues,manufacturer shall notifythe Oil ; _. : 1 � architect of arra changtes in truss layout thit will, ,. affect beam and past loading. 8. Provide firestbppirq at, single storyintervals staggered in striatal is (1; 2x4 gosh abouici be a , , raced at sidspa►n v 11 braced, < eh , or ,tarit4 meta , tpap att;:rateti Walls. i"'ca. tsar;r; t s A'p ' <h l t inter..., . e i foot ,,. a r r » z 3, wa , , 4 l r k 4 zM t <. , s h - �. .. .. �. .. ... _r-_ _ � , .. .� ......< ..•.. n 4" { y. y K",k.£.. ..2 a .. # « s.. db x .3 .., a: a.:. *,..,. .. .. , Y x - !* , �d, <, �., w- - , z I _ , .«..a....w..»..w.....»�... { i F y 5 7 f I E3ASEMENT PLAN AT WALKOUT WIM I/q ego S g�s { Aft y q , a a,11 M tLlI ILT-- 7-- a P , i r , , , 4Eo""ilude Elev- ion at Walkoul t ■ 17 r Y rt. i + p k + x x i v .. x Rp%ar 4 -El ion_, T i a x ■ ^ ..� ; �� . «�� � « . /:) .° \� \} \ \\ \ \ \� \ � \ . ».! � . «� :: ..� � \\�.��\ \y.«§\\\ . � <I� . � ^�..� : � �� � �� ��. \^�� � ��\\ �»� �\�� . \\ \ � � \ � »: ,�: <� ��� �� 2%! ���.�... ���}\\�:. \��\��� \ . < ^ ( � � � <~ :\ \} � \�� �. . \ < J i Y CZ i "Now" w tt b' ANSI!; . > F NOc-rte= t x j w i .R` Mosul" +. � �`� �••• www+:a .uz..a awe x l .-,m.... ,.,E -„ +y ,, a 9.. ¢, .,_ .;. _, mw,..a-q�• x w i .R` Mosul" +. � �`� �••• www+:a .uz..a awe x e .-,m.... ,.,E -„ +y ,, a 9.. ¢, .,_ .;. _, mw,..a-q�• F L i rr o x �ti i .R` Mosul" +. � �`� �••• www+:a .uz..a awe e .-,m.... ,.,E -„ +y ,, a 9.. ¢, .,_ .;. _, mw,..a-q�• F L 6 rr i z s f •: ga ry } v*� v `vr }a, 44 k 4 aN Fs . t i, r r s' �ti L 6 rr �ti 11 3. conc Pik" I GXXXJUM i _ at nyvymvnu 1 t A2imusur. uwt% tTuww Brick Units. IAy in running bond. c T6 c� shall E. All wrltte f: Course three brick units and threw Form mortar joints to equal a inches. concave mortar joints. Ci3 t,' (5 Vs a 1,Y 1 . Fr( U E' iw7 PART 3 tZsCUTION ? Yi cei us# PLACING'90NDING AM y solid masonry units in full bed of 3.01 rADRICATION hyc A. All structural steel shall be detailed mortar, with full head joints, coa uniformly jointed with other work. in accordance with the Arsc be) Provide 8 inches solid masonry beneath specifications and detailing ',standard d ! all bearing areas and elsewhere as utilizing standard connections, prc indicated on drawings. including plates, anchors, ties, clips, tem! and hangers and other fastening devices th, y hollow masonry units with face as may be required for a complete 2. The shell bedding on head and bed joints. installation. de" Build in flashings as work progresses. B. Welded connections in accordance with te! AWI or ASTM A500. by Install joint reinforcing in accordance C. End bearing for lintels to be minimum anc with manufactureer°s recommendations. of 1 inch per foot of span with minimum sic Interlock intersections and external of 4-1/2 inches each end. enc corners. D. Upon completion of fabrication, apply bui shop coat of red oxide paint. 3. In XXXXXXXXXX OR XXXXXXXXXXX 3.02 RREC'TION abc A. Erect structural steel plumb and true Pl) Reinforcement in masonry shall be as to level and dimension. Grout bearing let 'follows: plates to insure solid support. field car 1. Interior non -load bearing walls to paint all abrasions with -red oxide ad\ be reinforced at intersection, at paint. st; vertical intervals of not more than B. Provide base plate for all structural acc 16 inches. steel beams bearing on masonry. 2. At intersections, load bearing walls Provide standard angle anchors and C• PI) and partitions shall be anchored inserts, ties, claps, anchor straps, �'�� together with rigid steel anchors hangers, bolts and other hardware and anc embedded in horizontal joints. fastening devices as may be required. as Vertical spacing not to exceed 32 {SE inches, with the end hooks Cri projecting Into and embedded in sag cores or joints filled with mortar. sp,( 3. First and second bed joints immediately above and below gall openings. ALLOWUU 4. Placed in two courses immediately M 4e P; below top o f wall .Panel S. Int+erupted at control joints. Spans b. Reinforcement shall be continuous rat every other course, except as 100f Spam specified. {q 1210 ry {V 7. Reinforcement shall be lapped 16e0 minimus 60 at splices. S. Reinforcement shall be prefabricated units for corners and wall inter- sections. 48%24 e Fcw kowtatwo so k SW f♦ so LE 'S tM MM t F« too: ht# k fait Qttat0f $PaA faftn t Fol requiteme so ! ifs ax# No t f$o joists s¢e 5 of eater SAAR Mi be USd ! c c� j f Ci3 t,' (5 Vs a 1,Y U E' iw7 ? Yi PA WOOD TRass1 4 1M AnnfArttaIr.o r Architect's review of design nttguration only. op truss drawings to bear seal of �>fe$sional engineer licensed in r.£sd;ietion where building is to be nat rust ITR L fa donors shall be of size and 1611 be connected as •1/4 inch or less in depth. - 20d nails at 32 inches on >ws to be staggered. "@titer than 9-1/4 inches in rultiple 3X's> Through 1/2 inch diameter machine eel grade; square headed, sher between bolt head and Arms? ORCAY AND TZRXITRS II 7. therm. & Oist. hq #. «. _. as • •# . . a ! :° t : a 4 Mi : # • « ,• a = ,, ,,, • : M • i !=i i l # i `, y�,� , ....hyla # #. Ip-. ;' �..:- # "a. Q 4 # #f:. # d : !i :a # ' �: ! ! +. • , « " .. ,P# #. s t ,. • ... .,.. ` ����� . µ.� " 4 # . «. .: "' . .r .ms`s:, .i �• * 't# # a# # # .a i • ! ! • • •#i i • # a •" t !# #• f ! i# • f 1 � L` >. « 1►+tNYt.>AW ,,firAW , t, W- ZZ, off MT R ► ;°" w c . . #.#- � � ,# R ## 9 ` # # is • ` # .. # i ` +#M ` + # " r * 6 # a . # . d ter- G # 4 • # •# ! ai 1t. : € f k # • # _ . . ,, - it " # • 4 * . M * � # R t i • # ` R _ ♦ " * . R # • # f i � Y* " # q,f :, K «' • = t '. sw ` s «i •# • ! ` ! ,• • 4 :. #" • ! ! # # # R# i .#. *.•' . « # ! " r ;q r a _ # t # t * 4 1 t, •I&I AY•., , , ., • .. a i` irR „ . ., a , /J• � ; " «• . # _ « « «, 'x _„fid J . " t # r 6) Lavatory floor space. S. Water closets-' Is JQ�_ W 30 1rftA 12 mw 24 fftn (42 pWenod) 17 Mn 12 mo tol lovin% quid*lbvea bave be" odoptod by 'a 01"ale"tmen th 114 t 'Of Housinq AM Community this ainium 4,010"ent, and P"Wide With the F �,,*ccep, able compliance wend"'ats, Act Of is". 6. Bath tubs,* ik"1411, which fall into *JthAw of the two subseg",nt: categories aust, comply with the 48 SP X, 1* Multi -story or single story 4wellinq 24 rrw 6 MaA 48 MIA 6 Mal Lavat:xy Willh Knee ace LavatoryWrthout *eSpam Units in b4*114i With 0,10VAto"r must co"I'lly <00 061cft �sto" served, by. the slreVator�- 9) Shower floor &pace. - 2. -Single story ground floor units in Without sulti-family dwwl,,l iwis elovators.' 1'. Accessibility outaid* the building is beyond the scope of this' set of 7, Showers: architectural drawinqs� Site accessibility must be d*terzirsed by civil e"ir"r. 30 36 Mon I Multi-fazily dwellinqs with a buildinq tntranc* on an accessi.ble route sbAll have common And, public use ar"s E- 400"Siblo Ito, And, ussabl* by, the handicapped. -OR- baCk ly with the B. One bathroom must coop following, and all other bathrooms Doors which. arm part *f an, Accessible and powder rooms must be on an route in Public ral" 00ason um* I&r*A$, accessible route with doors In And primary entry doors "all comply compliance with Requirements 3 and with ANSI *.13. 1. Kitchens: 4. I. Doors withis iodivUhml 41welling units A. A 300 by 48*clear,space shall shall h&vo a clear opening -of at least provide a parallel approach to 1) Provide reinforced walls per ,320 r4imin" when open " 4kxjro". Tbo, the range and sink. Requirement 6. u" of V-10* doors or 61-00 sliding 2) In-swinqing doors must have a, patio doors should comply with tb4s B. A 30" by 480 clear space shall 2* -fl* A 41-00 (approximate) provide either a parallel or requ "Oent clear space in the bathroom forward approach +-- ovens, dish- dool washers, refrigerators, and trash clear of the path of the r. 6tse -100-AUA compactors. This may include kneespaoe and toespace below fixtUre$* C. Clearance between counters and I Accessible rout" must have a clear 3) out -swinging doors must minimus width of )60. opposing cabinets, counters, provide a clear floor space appliances or walls shall be a within the bathroom , and A, In single story units, chars9es in minimum of40". -lear space for reopening of level between 1/-4" and,1,,2* mr4st be D. Sink$ or ranges at the base of a LbO door. b*veled with a slope Of I:Z or lOss� Changes in level greater tlsan 1/2'w OU" shaped kitchen shall have a If both tubs and showersitro must be ramped or accessible by other 60" turning radius to allow a provided, one must be means, parallel approach. As an accessible. If two or more alternative, base cabinets can lavatories are provided, one A. Lofts are allowed in single story be removeable for a forward must be accessible. dw*llirqs wbich are oth*,rwise approach. Accessible. 5) Water closets must permit 2. "lathrooms-, grab bar installation on one S. Sunken or raised features are side. Where adjacent to Permitted it they do not interrupt A. All bathrooms must comply walls or bathtubs, the center - the accessibl& route t-hrouqh the I ine of the water closet inq 1) Provide reinforced walls per should be 11-6" minimum away. Requirement 6. The non grab bar side should 3. Multi -story dwellings in elevator be 11-3" minimum away from tuil4in9s, must provide compliance 2) Maneuvering space is to be obstacles. See A,6. provided to allow entry, #ith _PeAVirements 2 thru 7 op the floor so-rved by tjh�e elevator it it is closing of door, use of 6) Lavatories and vanities fixtures, opening of the the primary etntry, must Contain a should have centerlines a bathroom ir powder rmm complying With door, and exit. Doorsmay minimum of V-30 from a side Requi,rev*nt 7. swinq into the clear floor Wallr or fixture. The rim, space of any fixture if should be 21-100 maximum 4. Thresholds At exterier doors And sliding maneuvering space is provided. above finished floor. Aprons door track* Are lisit*4 to 3/4* in This space may include should be a ainiaum of 21-3" hei*,�-*t. Such tl,.resbolds must be kmeespace and toespace below above finish floor it fixtures. beveled with a slope of 1-.2 or less,,, kneespace is provided, and 3) Clear floor space way overlap the kneespaco should be S. Exterior diock, patio, or balconies of 11-5* deep. See A,8. concrete, bricit, flagstone or otb*Xr� between fixtures. impervious sateri,als shall be 40 or 4) If a shower is the only 7) Hathtub floor space-. less, below the fini-sh floor unit level bathing facility, it shall or lower if required by Code. A.11 be at least 36" x 36". -1 0"or. surfaces, ", wood, shall be 0 "�t *4 � a �&U #1 Avftv� 4 T.M A W4WO 5) Cabinets undef iavatories are 6. At primary antry doors# Outsi44 UbdiO94 acceptable if a parallel Approach is provided. of impervious materiAls, stall be 1/20't Otherwise, removeable cabinets or I*" below finish floor. The UndiM must be provided. surface may be sloped 1/64* per toot maximum for drainage. Water closet floor space: SP -7 4 ZA 3/4 HR Emmosm 2 AND DOOR 5 I1r BOXED OUT VO. FD..k M lam (Typ-1 4-8* 5 111' W-1 lI215--1 #/2•`#3'-10 1/20 L 1. 3 Ilt s t f2r 3 1/2 L 2'_9 'Ir L Ar -11 1/4* 4--il Ile 4* -0 I/r 0. V-1 1/2. L 5'-6* !�-2 1/20 T -I 0. 6�-8 1/2 5 1/2* 5 1/Y. , I L L 3# /Z 3 1/2' 5 1/2. IL4 3_/_4 H_R ENCLOM AND DOOR r W-10' OD�L (3 2852 EGRESS 600 SLIDER (2) 2452 (11 W%) 2910 TRANS, W/(2) 2810 TRANS. W/ W/(2� 2410 TRANSTO 81-0* FI ID TO MATCH DR. (TYP.) TO 8-W Master 7 W�12, 2852 EGRESS W 2) 2810 TRANSt:, Fhcarte 3/4 HR RE SEP. TO 81-00 �- -4--, --- - r NON -COW. HEARTH EXTENSIOt 4 16* (TYP.)�--1 2452 6M SUDER 2452 W/2410 TRAN& IM) 2810 TRANS. W1 W/2410 4& v ura TO t-Ol Wa TO MATCH DP -(T P.) TO 8* -0• DROPPED SOFFIT PREFAB. FIREPLACE 1 (Typ.) SEE DET& uving DETAIL 00 2L� DROPPED SOFFIT BOXED OUT WOOD 8`-O" A.F.F. COLUMN (TYP.) - - - - - - - - - - - - rF -- - - - - - - - - - - - - - - - - - - - 2'-0* Ll -4- t Foyer 4068 DOOR/WELITE DROPPED 1Pwdr C4 I SOFFIT W1 TRANS 8`-0' A.F.F., 2" -3- T-7- 2'- 71. 10,11 ll, -r in L 4" ;% IT 1/2 J - - - - - - - *6 r - — — — — — — — — — — — — — — — — r 2852 kLc 7 DROPPE] uuuty SOFFIT r -O* A. U. 4'-7* . f ' li'l ) 1-3 50 T, V-9 1/2* 26 Tim/ 5 1/2* 3 1 3 IIV Z.: SHOW E I R - j' A' 5 3 _j PASS-7HW , Ll 8!-5* Ll 3 1/2* 3 11r 2* J - 7;3' 2650 Az b- - - 3ct 50 1, SHOVO ISHOW r-6* 8'-0' 10. 'r-10* -2 2' 2-6 3 /TU SEAT', — — — — — — — — — — — — 17 SEAT DW Tf-T -T jT--fA_ 2452 Bath#2 4M Mbath k 10'-0 Mbath 9gus latchen -PANTRY 'tZ 6n 7-8 1/4' 1/4' 9mg nE 4tx6 R8 LIL I I If -O' 6--0- 3 11r an 3 lIr 3 1 A. _lL S. > IGKE �ieLt)la"2 AnNS..�_ To 0 �IH I, r 2452 2 W 10 M Wl W1 /24 2410 To a �_O_ 3 rl/f LL r REF. 3 ilq* 4008 RANGE 5 1/2 7 10 to -0 Itchen 9 ot BULXHEAD (TVP.) ?--I' DflP 3/4cq TENBdrm#2 ANT r Sw Orr 9 �T 1/4"-1 0_00 1308 SQ. FT. p UNIT 101 1/4"-V-0" 1604 SQ. Fwr. ;,7 UNIT 102 UNIT 10 4: &1 30�,—els V—P I I - 1-11---A- - I 0 1/4-- 1 #- 010 1491 Q. FT. F. =11 L 6 co 0 to I 0 I w 23,-o 1120 FIRST FLOOR PLAN 5 1/2- lzNy I w 23,-o 1120 FIRST FLOOR PLAN 5 1/2- (-D rD. 3. is g- ♦ 04 fit i 0 it. I I i i I 41;Z11 I 7- 4_� 00 SQCO -102 A40 6AJI 104 1102 Rear Elevation Lot ecr6l pl�' CAP (__T'_�P) 101 103 101 (represents building "A" v W1 PO Stitt 0 o"Ls S46T i,cs ---------- oil _F7 ------ T_ x W/ ax Sci 0, '75 K2 OF 4 s I L-1 cc 0 'bf co ------ D1 S' 0 riots w G-'(STEH 4 MCC w CT112) 6CT:S -A r/ 11) C), Ster 0' =7 �=�7= =4= 110 T� A 1=6 1kjp. 14 t*.? 1(;l of Q I .II:k ted+ tt 15L,00f, 4- 1 aWv __F CTI( --low t ro .04 102 104 102 Front Elevation 1 01 ese' pwefo 103 ff� dcTS 101 (represents building "A") 0 V4 4 w ion ear l vat p,wrp4 Ls (reflects building "D") Q t .front Elevation' (reflects building T") t t .front Elevation' (reflects building T") r � ' r" t. k E i L MEM c.a-0¢ u���.r..�ua oil aH�►-1sio�► P�E.D ctrl EC�� oFss Fljo Uva ��- sectionOL Lt�28 .-T CL P section F -F it f ^ �, ...,. .,,. , ✓.. .. ...:.0 < . _ -,. . �., , . ., s' ,yak ..:^.;:...: ., , , n,.. ...: , :.. :. ,. �;: ;g.. s, 7'-4' mm I 12'-0" r 9°-0' I 4'-5 7/r 7"-t 1 14 e -r b 4 11°-7 3/8` 4 11'_7 7/8* 1 GARAGE ,✓�lo '�~- WAGE1 p S.Q.G. E ! t E I_ ! C t+ 4 tt ti` -7 7/e 11-7 318' t� t 1'-t0' 1'-8" 8°-8" 2'-4° 6'-4° r-4' R'-0' 7'-4' mm I 12'-0" r 9°-0' FOR PRWAS I FMEKACE nM M woo (2) WOOS Z& 2r Mc. x t Ile Y +dip LOM ON i bd wpa Am 'FRAMING PLAN SECOND FLOOR • 1 4" —on 7. t, tare ant fw 4, A# rY for mmu Ad notify %* of OW amtootar ov to bo (2) at otwkr wds and (2) 20 asf my aA fn A ~ be= and poA F:ttfr AS fir. q1 an M ( _.. _ s tobo v4bww r A at etary itttervds st In !y (2) 2A be brocW at midWm vw0c4y, for of V" mWAa a at 24 e,c. far lovwW o3d o7 but&q vft mhu US ply#ood shoot, aa.n toted *" 'no cr m*td rtrrsg at rated w 2 A4 far 4W OW4r to bo {2} t to tar art t2"-ii" ow! i" " 0.4 10 roof to be o or b0s 24• o ca { 10 Ir—ir fat Vbdow wft no troNw" as C urd aro for cm fiat by roof at min 10 toot fn Raw to a w for cN,� to of d r` ah fig I v >ry FOR PRWAS I FMEKACE nM M woo (2) WOOS Z& 2r Mc. x t Ile Y +dip LOM ON i bd wpa Am 'FRAMING PLAN SECOND FLOOR • 1 4" —on 7. t, tare ant fw 4, A# rY for mmu Ad notify %* of OW amtootar ov to bo (2) at otwkr wds and (2) 20 asf my aA fn A ~ be= and poA F:ttfr AS fir. q1 an M ( _.. _ s tobo v4bww r A at etary itttervds st In !y (2) 2A be brocW at midWm vw0c4y, for of V" mWAa a at 24 e,c. far lovwW o3d o7 but&q vft mhu US ply#ood shoot, aa.n toted *" 'no cr m*td rtrrsg at rated w 2 A4 far 4W OW4r to bo {2} t to tar art t2"-ii" ow! i" " 0.4 10 roof to be o or b0s 24• o ca { 10 Ir—ir fat Vbdow wft no troNw" as C urd aro for cm fiat by roof at min 10 toot fn Raw to a w for cN,� to of d r` ah fig I v �a / . ... r.'......PAPMU'`..'.'..`.' s .. . VOLUME VOLUME , ILI • r , tr KANT 17— , I VOLUME VOLUME« �, _ ! N L; .G c !� t ®fes L j�. G s" t -r4 L _ J • y� v QFW , • • . , . . , . • r . , r . n .a , ,8 FT f �' # I • FT i p M. , e : 11! �. w~ �.,,► l I p `� { i AMIE 1 f CARRM I r f"r LK $MIT1T I 1 J" iIfF MAWI I Y r' � I I 9 FT . ` v, Cmuza -,:., -- �. , .•_,,.,,.�.. � � €� a R7 SW # # i I 1r" FT VDim (3) r .*RWS AIIOVE �.. 1..:.✓ ..c.. ..lf..�...�1.,�` f" I , ,` f F` ,r:..ti..l�L.4,d ,�.�...c r r I 77,77,7 f r 9 FT VOLUME 77 .y.. 7 77/ �, . , , r r V FT VOLUME @ Fr f 1 " PLANT - , r , .._. 9Fr � r 1 . �. d 3 ter 1 -- I • 1 3 i/20 1 1 ,.. 1 PMAUM VOLUME be I VOLUME on 9` s I I d 1 iti 1 1/4� ROOF-TRUISS 102G ROOF MAM ZC O� 24` O.C. 1 i . .. ' '�' , ��. ?Jai L7ft t 3 f`% 1#` i d 3 PA 1/ " x 9 1/4! _ a +�► W . . . . . . . . . . . . . t .....»:.,., �� Ii ,mil �-- -- l r 31/2' ei (2) z�cto. 2x8 t, f (A A Lam 2 ROW 102E 4 iQF ttl m 1020 24' O C. 24' O.C, tC?Cl jerji a Ix =$ ii 41 ATM IL VOLUME E,WSLf._r�r12 kXP4 2x42 8 1 I WOW 24' O.C. I ATM E -- 1 2e f VOLUME set, RAFM 4 Aid 6j 2x12 w►Ft�es F' FRAMING ING P LAI°�T 4{@ �1' Ari �y, ` .....f ._._.,. PVT I (represents building "A") _RNIM 2d MW or ac. _ l GENEM SWC NOTES f 7. Convential lumbers and p sized for truss 1, truss and cif truss profiles as fax 4. All p shown f� g only, layout shown,T manufacturer still notify then architect of con ation only T manufacturer contractor aero, to be (2} 2rx6 at ext wells and (2) 2x4 at any changes in layout that will bin and past 1 to ate ail en al rola s and Int s noted oth AD n ..., with field conditions. AN roof trusses,Aw for comers and are the responsibility of . �.. .... , and to be engin by and the or. Block below p above for 8. Provide firestapping at shoo story intervals stag in a ( manufacturer. of to be � i f continuity of I transfer, stud a (2) 2x4 p should be bracedat m on vertically. by maeu truss shop drawings to tte t, ' for of architectural configuration. S. use 2x6 calling ;joists mInknum at 24 o.c. for l g, exterior camera of building with mkt, 4x8 plywood shoe#, calling cora s inti noted oth Tie 2x8 calling or with mond ping at rated walls. 2. AN for and/or win to be (2) 2xI1 s to rofteos joists or a t 12'•-O° o.c. and noted o T h 10. y rapt€ framing #o be overlay trusses, a 2x8's 24" o c. to 8'— far windows with no a # as noted. 6, Laminated stat m are shasNm for supported by roof the at mktknum 10 foot intervals. Ih Refer to and ons €a only. Manu to size of on laminated a#ructurd members shown on the drawings. 3. ke s p s , a �a / . ... r.'......PAPMU'`..'.'..`.' s .. . VOLUME VOLUME , ILI • r , tr KANT 17— , I VOLUME VOLUME« �, _ ! N L; .G c !� t ®fes L j�. G s" t -r4 L _ J • y� v QFW , • • . , . . , . • r . , r . n .a , ,8 FT f �' # I • FT i p M. , e : 11! �. w~ �.,,► l I p `� { i AMIE 1 f CARRM I r f"r LK $MIT1T I 1 J" iIfF MAWI I Y r' � I I 9 FT . ` v, Cmuza -,:., -- �. , .•_,,.,,.�.. � � €� a R7 SW # # i I 1r" FT VDim (3) r .*RWS AIIOVE �.. 1..:.✓ ..c.. ..lf..�...�1.,�` f" I , ,` f F` ,r:..ti..l�L.4,d ,�.�...c r r I 77,77,7 f r 9 FT VOLUME 77 .y.. 7 77/ �, . , , r r V FT VOLUME @ Fr f 1 " PLANT - , r , .._. 9Fr � r 1 . �. d 3 ter 1 -- I • 1 3 i/20 1 1 ,.. 1 PMAUM VOLUME be I VOLUME on 9` s I I d 1 iti 1 1/4� ROOF-TRUISS 102G ROOF MAM ZC O� 24` O.C. 1 i . .. ' '�' , ��. ?Jai L7ft t 3 f`% 1#` i d 3 PA 1/ " x 9 1/4! _ a +�► W . . . . . . . . . . . . . t .....»:.,., �� Ii ,mil �-- -- l r 31/2' ei (2) z�cto. 2x8 t, f (A A Lam 2 ROW 102E 4 iQF ttl m 1020 24' O C. 24' O.C, tC?Cl jerji a Ix =$ ii 41 ATM IL VOLUME E,WSLf._r�r12 kXP4 2x42 8 1 I WOW 24' O.C. I ATM E -- 1 2e f VOLUME set, RAFM 4 Aid 6j 2x12 w►Ft�es F' FRAMING ING P LAI°�T 4{@ �1' Ari �y, ` .....f ._._.,. PVT I (represents building "A") _RNIM 2d MW or ac. _ l GENEM SWC NOTES f 7. Convential lumbers and p sized for truss 1, truss and cif truss profiles as fax 4. All p shown f� g only, layout shown,T manufacturer still notify then architect of con ation only T manufacturer contractor aero, to be (2} 2rx6 at ext wells and (2) 2x4 at any changes in layout that will bin and past 1 to ate ail en al rola s and Int s noted oth AD n ..., with field conditions. AN roof trusses,Aw for comers and are the responsibility of . �.. .... , and to be engin by and the or. Block below p above for 8. Provide firestapping at shoo story intervals stag in a ( manufacturer. of to be � i f continuity of I transfer, stud a (2) 2x4 p should be bracedat m on vertically. by maeu truss shop drawings to tte t, ' for of architectural configuration. S. use 2x6 calling ;joists mInknum at 24 o.c. for l g, exterior camera of building with mkt, 4x8 plywood shoe#, calling cora s inti noted oth Tie 2x8 calling or with mond ping at rated walls. 2. AN for and/or win to be (2) 2xI1 s to rofteos joists or a t 12'•-O° o.c. and noted o T h 10. y rapt€ framing #o be overlay trusses, a 2x8's 24" o c. to 8'— far windows with no a # as noted. 6, Laminated stat m are shasNm for supported by roof the at mktknum 10 foot intervals. Ih Refer to and ons €a only. Manu to size of on laminated a#ructurd members shown on the drawings. 3. ke s p s , i r {? PARiUAkiV. 4 r y + f i 9 FT.. Ks tY ' le KW -r KIGEri Q FT. x ti lvww ;j (3) wo (3) MIT SPUT'S UL TO 1 3/r TO 00, ROOF vw TO PROvDEMW r. i vDrnLAIW AWAI „k i4 le WK W. OR fi s ow. 00. &T WCAILY APPWM (TYP.) k a t 1" ( ) p 1 tt t li tt � fl f, f r tt t {i i 3 i r ft nX `t 1 it i' X� }r 1 11 J �ti i t iii [1 {t ti 1' iii r 1 14 ! 1 4 tl • f r RO O F FRAMING PLAN 1/4",X=10—off v.S.Fis ve r+xwnvv { ( DOTTM) }11[ A 0 V-4 7X PLAIE ILS SPACE TO TAKE ROOF LOAD FROM 6 WALL KYVM msses FOR PFVAIL FP FUJE IQ J glow QLVA" FW AB, 0IMWY RA i a BOX OUT ASM ROOF TO Y -ii S QUAK A 0 V-4 7X PLAIE ILS SPACE TO TAKE ROOF LOAD FROM 6 WALL KYVM msses FOR PFVAIL FP FUJE IQ J T f � T r 1. CONTINUITY OF RATED ASSEMBLIES SHALL BE ( r, GENERAL NOTES MAINTAINED THROUGHOUT AS AS BETWEEN / / n s �e+d-r r^n nr�n lne-ex lain a c+nr� ant crr► ♦ sxrt t+rwd7ax tr i f r { tt r f r ff r i i. ii' f rf. RATE THIS WALE. !► � i ! � • • TWO HOUR GORE WALL i W HIPPED ROOF .; . ` MINIMUM 4 HOUR RATED WALL ' {' € roNnannN , 1, '` 1 INWI" #Vx wl J#,.rw iW RS UNDERSIDE OF ROOF DECK. ^ y 3. ONE HOUR WALL ASSEMBLIES SHALL BE PASTY, HR. CONTINUOUS THR©UG BULKHEADS AND i , SEE FURRED DOWN SPACES 3605 ; f f C # D2 SEE, f, _.WP r Pi G SHALL E PROVIDED AT ALL .. /w-%� ey» pL»n mow. s�.,m/ gw� C •p..a-wi+ }}fF qy xA +��y{,.�i/Y� --r � i..lf��f"��C'tl .li'��i"el ()i �f� lY lR if i! i f r { tt r f r ff r i i. ii' f rf. RATE THIS WALE. !► � i ! � • • TWO HOUR GORE WALL i W HIPPED ROOF .; . ` MINIMUM 4 HOUR RATED WALL ' {' € roNnannN 0 m I B13 I 0 a' ALW . . P P I 0 V a' V t m E w t ,� `> �, ,, �� �. �. �` �:r t c� e UNIT 10, UNIT 10i 1 W ■ im" .■i.S UNIT 102 UNIT 101 a CONDOMINIUM, 6-PLEX ELEVATION >- 0 0 0 o 0 cc: nll o U) < .f , Z> 0 < C, c . . '+M ,' .......... NAOM 111111 1 1 a Z} 4 C ttA � -aC U rr�2Q 0 tU � C? b 7 `� ur n C6 c 3 e�y tts cr C m' �t Oro �3 -C ,h. u o c U2 Em z. � w c m 10 o � cu �g2 gEp AAC�,r � (} V lir O� 'Y� <sS 4 ATE OF NE`O •\1.11 \ ►I •� � • � ' � t n UNITC r— UNIT C UNIT A WWWW 164L IF N U6 typical window section Oa Revisied Overhan, 40, MIA1FT" ,a WT T) f"� ham� 60" e Revisfe( +F - t '� ..�j �.. ,`. Y„ , , L' � .� .: +F - t '� o-' S, , L' � .� .: +F - o-' S, S ov ompan If ,41_1'1.441� �, I -0 - *10'. WWI 00 C I 4!!O� I � � . �­ , �,­�:,�k�. , ,-,,,, � , !�� I �': 's ,!7 11 � i� i i 2 . I I ' � I It ibl'bb n I t i p, 6' or rnorr 1� ,� I Od'coi , I t*vh dtirecill I ­ � I I I : 16 A = � I "­. I ,� underneath such partitions shall be " I Hoof joists to studs , I . I I 10d common � 2 difeCt . I I PirtENCES I- heating or other ' 1, where plumbing, pipes I � . 11 I . � e of the soles I Celling)o-kits (laps over panition) � I I I 10d common 3 direct awl , - ' - : "'I - 1 .,The,co I � I 1_1-1 11 I . I I I 11 � � " 'T I - a od,:, I,o !%- I I I ''I 11 I : ,:,, 11 I I 11 - -­ A.: IS-tru'btural steel -grid* #-, square headed j, 11 I I I � I tol" i" I " suppor r � I " ­ 1 � I 1with steel washerbetween bolt head- and I ,:, i lcon*tructidi�, in, an,apprdved manner, unless 11 I % I-- - A. Vdiod.,emb e d,"or in I I I I 1�1( h Except where joists 'Are I I I I 11 . . 8d .2 each dirett I I'll (6'or iess in wWth) ' I I I falter I � I I I __ 'Not, les's than,, I wal,l, covering, oroheathing meeting the . I 11 I I � )o4st 1, I ''I I I � I which is in direct, contact with earth ­ 11, ,3_ 1 1 - � I I "_ I � . I A i�­,,_ All, wood columns and posts shall be � I , ,�, header Joists when,- framed around ' I I I - I I 1, .1 framed to true end bea,rings. Supports I , shall -'be do0b:1ed or of lumber 11 ''I 11 *xt. � tions, wood columns and framing ,anchors or oist hangers �'. .1 - 11 � I I I I metal .,base plate, a foundation plate, I partiti ndi-cular to joists , , . "I",:" � ,� �, __ - . . ,, , �:, � I I � , " ." � , , , . " , -, V: i - I � , � ,_ 11 ", __ � . � I I 11, I ,z ,,, , , I I I ,'�,� -', ",:� ­, : ", :, , ,,,,s�, _'�` I I � %, � , ,- ,,�, I I , , - : , "�'��,,�­- -, -- , 1�,"__,,',�" - - I "Ii:, � -` "' "' ", ,-,: , i '' ":;��,,., ,� , , "! � , __AMV,�, , " , " - �.i-li--I, 't "I.,111 " _r�ll I ` �' - '_ � ; I "', , I , I I I _-m--z -�, _�mk_­-_ ­'11� ,,__ �_�_,,,.,,_��, , ,� , , �', "," I - I I � -1, , _ I I I I- I I - 1-11 . � , !�� I �': 's ,!7 I � i� i i 2 . I I ' � I It ibl'bb n I t i p, 6' or rnorr 1� ,� I Od'coi , I t*vh dtirecill I ­ � I I I : 16 A = � I "­. I ,� underneath such partitions shall be " I Hoof joists to studs , I . I I 10d common � 2 difeCt . I I PirtENCES I- heating or other 1, where plumbing, pipes I � . 11 I . � e of the soles I Celling)o-kits (laps over panition) � I I I 10d common 3 direct awl , - ' - : "'I - 1 .,The,co I � I 1_1-1 11 I . I I I 11 � � " 'T I - a od,:, I,o !%- I I I ''I 11 I : ,:,, I., 'With studs having a height to,least I I � I I I , 11 I I I I il , � I ni � I I I i d not less than two i*nChes,in., 11' ro,of decking . I . I . . 8d .2 each dirett I 11 I � , thickness and of the same width as the (6'or iess in wWth) ' I I I falter I � I I I __ 'Not, les's than,, I wal,l, covering, oroheathing meeting the . I 11 I I � )o4st 1, I ''I I I , . "I",:" � ,� �, __ - . . ,, , �:, � I I � , " ." � , , , . " , -, �.i-li--I, 't "I.,111 " _r�ll I ` �' - '_ � ; I "', , I , I I I _-m--z -�, _�mk_­-_ ­'11� ,,__ �_�_,,,.,,_��, , ,� , , �', "," I - I I � -1, , _ I I I I- I I - 1-11 . - ,!7 11 - /����� �����/ �� � � � � � � � . . � y� §� y� »f%`.\z2�'� � � � � � � � � � . � � � � \ . � .�� «xev..�� � .�:�.». I \�� � � � � � � ���������/ .��������/ :«2' � � � � � � I- � t��, ,-, , �, � ,_ li 1� " ­ I I I I I - I I 11 I I - -, I I I I � It ., � I i I I � I -W wwwqn. I I I , I I I I . I I � I � � I , ; , , � ,W, " �� . � 1, , - I , . It I �, _`­_ I I I I " �­ � � . 11 � I I - I I � I � � , I � I , 't I I , I , W - 1 �., I � I I I I � I I I , I I I - � I I I "I - ; I �' I I 11 I I , : � I I . 1111011, '41 5.46u I 1 . I I � -, I I I , � I I I I , , , - I . I I �, � � , . I I I ,� I ,:� � � , ,, , lc I '_ . n _ 1, � I I 1� I I , I ­ t, . I I . . I I 11 11 � - I I 11 �. � ­ I I - ­ I I . I I . I 1, , I I I I � I I �, � I . I I I - I �-,, ,� , I � I , " :, , I I . � I I I I , - I I � I I � - I I I " I I I I �i i - I �, , - , - . - ��, 1 I ,� " I - 11 . - I I - � 1, I I I I I 1, I I � I 1. I I I ; I I � . � I I I � I I -1 I 11. � ; ,� , I - I � - I I . � �. I I � .1 , � I . ''I -, I I I I I I I I I '. ". I , � I I I I 1, . I I I I � � I "I ." � I I I I I � I I , " 11 I I I I � I � I . I ­ , ,, � �� , , � �','� 11 I , , , 1, I I .1'. I I , � I � � I I I I I I I I I I I I I I 11 I � ''I I I I I � � 11 , I I � ` - 1 � � � , , , " � I I � I � 11 I � I I I I I I � . . - , - I . ,� I I I � I I I � I 1, I - I . I � I I I � I .1 � I I 11 11 , 1 **14.1 - I I I I I I I I � . . 11 I , I I L , . I 1, � . I . � I . I ,,,, " ,;_ I � I I 1, t I , ,�� � I I I �1� � I , � I , � I I � I 1�, I I � I I I I I I � I I 11 � I , I I I 11 I , I I I � I I TE �, I I - ' I � � I ; _ - I 1, ­ I , � I I . I XX I � , 11 I 1� I 11 I I I I I � I 1, I �, �,,­ - I � 1�, , . I I I P"T 3 it I I I � I ''I - I I LEVISION JACK I I I',' I I I I CUTION I I I I I I �_ I � I - I I I I � . I I � I It, "'L I w, I � � , I I I— � ,�, " ", � I I I I I i i I I I � . .. Qypaurri Wallboard,. .Wood Studs _', . . . . I , , I I I I , I I 1� . , , �. , � I I I I I I I I - I I I I � � , I �1� ­ "I ­, ". t I 11 I I . I 11 �� I-----, , , ��­" ,, ,�� " �, �',_ I'll, i, " ,,, '., 11 i, , '', '' I � . z I , ­�_,__ '', �,i I I 1, "I 11 ''I � I I I I -, I I I I � 11 I I � I - I I I I _ " 111111111 � - __ ____ - . - 1iiiiiiiiiiiiiiiii � I �1 � ill'�111 �fi 51111111111111111111111.6 W 611 IN �111 � t � . .� ''I I - 3U . I � ' ynOjayer No , type A plain or �predecorated .gypsum Wall0oara, , I .. � plied parallel wit , Water resistant backer board or veneer base Ap ­ I h , , I I - I I I 11 � I , I I I I 11 I I I 11 � I � I I I � , I I , I I I "I I I I I I I I 11 I I I I I I 1, � , � 1� 1, I "I I , � , � I I I I I , � I " � ,, I I , , I � . I I i I ­ I , I �� 11 , 1.11 ", . I t "' � I , ,", I I , 1 Flooring Sylltoms--The finish flooring may tortaist- ofany one of,tho followingoystems: ­ , I � , 11 1, I I- I I - � I I I �, I I -11, I I I I I I I System No. I , ,� - ' I I I � 11;, I L I t, I � � I I I I I . " 1� I . � -- I , I I � � , I I I � "I I I I I I Finish Flooring --4 ft by 8 ft by 23/32 in. thick ,inter,W plywood with extoriortfus, and T & 13 - I I � I I - -1 I I I edge detail,olong,$ -ft si as. Plywood installisrd perpendicular to trusses with and joints sUlagorsid 4 i , - 11,,� I - � I I I 10 I I � I I - I I �_ I" '­ "I _ . I ­ * , I �,� " � �� _�, "; I - - , ­ � ,t�,__, ­ � I ", - , ,,`�� " I I , I - , ­�, , .11 -1 � ­ 4 `t- � I I 11 I '_ -'''': �, I I I I , ,It - � - � , � �,", " , I I I I I I � I I ", 1� I � I , , 1� ,,, , 11 , " I - I . 11"''�, � I � � � I , ,�,� �, I I I � � I I I 11 I I �, , 1� , ''I 11 I I I , I ..1111 I I �, I I �� I I � , I I I I I . � I � I I . I . I I I � I I I I I .. � I . I I �, � - � 11 11 I , - 11 1 - 4_,'I, 1, . ,� � ­ I I 11: I I � 1�. � 1, , ­ ,�� _ - � I � . 1-1 "I ; . I L I - I -, I � I . I I I I , � -11 � 11,� � I , I � I I � I ­, ­ , � � 1:4 1 11 I I I ,�,� I I I 1, . I I 1, I � � I : , � "I I �� I � I I I ", �, iX,Y81fXLtAtX-0 I 11 I 11 N , "' , �� � - , - -t� I - I � I I I I I I I I I . , " I I � I `� , � . I I I " , I I I �' . I � I I I I I Ahka"A , I I , I I 11 I In""] � , - WATEk NEATER I I I NOT , I I , �;, 1". W . ... , ,­,, ''I t � . .� ''I I I I 1 I I I 1 3U . I � ' ynOjayer No , type A plain or �predecorated .gypsum Wall0oara, , I .. � plied parallel wit , Water resistant backer board or veneer base Ap ­ I h , , I I - I I I 11 � I , - - - I I I I � ... � I .. � I � ; I ­ . I �� I 11 , �� I I . . I I I 11, I � " . I I I 11 I I ,- 11 I I I �, I I I . - � .1 I I I ' - % I � I � � 'i �, I TNdkhess:4t/91� , ,,,, - i . � I i - I I I I I I I I , , � I . � � ;1 I I I , . I � �, � . -- I I I I cio,d secured to trusses with constructiort adhosivao,ond Ko� %fd ringed shanit-ASUS.,Adhostya, I � I , . A. Plyw _ I - I I I , #d'TZ� ' , ' -,- I applied as 3/8"in. diem bead to, top chord of trusses and groove, sidoes of .p"ood,Ns4�o0aci 1 , 1i 0"to Or vormI6011to , 11 in, O.C., along eadhitriJiss. As on optidni lightweight insW0009 00no" wil I I "I I I " , I I , 1, I 1. - I ., � � 11 , I , -1 � , ­� , , I , I 1, 11 " ,,,� ,� 11 t ., I � ­ ��:,,,] � , I � , 11 , 1, I _t� I - I I -1 �", -1, � - I I � , 1, I I � I I I , , � I I I � I I I I 1, I . I I �_11 I I � I I I I " I , I - - � , � � , , , I I I 1% � , I , �� -, 'I" 1, � � "I 1. � . :v t I � I ­ _� I � � � _� � - , , � , - � rl�'� �:',�`� �1, �, �_,: ,,- ­­- , , ,� �', � � � - �, I - �� I I � � , � I I I - I , I .1 11 , , , � I 11 , , I � � , , � I I 11 . , - I � � ., ', � ,� - I I I I , I I � , , � 1 , , , � � � i I I , I � ,, . , �1 : . " I t�_ ` , - - , , , 1� , I , X 11�' 1_1 � x � � 1� : "', - , I I - I , " ,'� , ,,,, � : �� , " - , X �, I I 71 - I 11�� Z""', I, i , - I _� ''�, I 1, 1� '. ` ­ r � i. " - - , � � r , , ,�l -:� " 7�;� - � , - , � - "�,",_" ., �� 1. �:,, !� ,,, , , - - . ,, � �­,� :, - , , , " I 1, "t � . 11� I " � t:, ,,� , � -� , - , , - - - , .- - - - i , , , I , , , , I � I � t 1. , �, t, " -, - , : , , � I ,^� � ',- , I � � , , ""., , , , -,� , ��%t , ,' t - �, '', e� -�, -, -,,� -, " ", . , , .� " , , I 1, , , I I I , It , ,'�,, , , � : , i - . , I , �- I i , .� � I - " � , 4 , . -,,,�ic " " :­ - , ­� _;.., - t!'; - , , , ,,,, �, _,, �,,__ __ ,%; � " ,��4,', ,�:-� � -", �,� � "", � I-— , , , �- 11 � � � , , , , I I � 11 , ,� _ , 't ,� � I , I I � '' � � I � " : , , ; , - , " : �,_ �,t, , ,,� ,,- ,, ... .... .. . , ," , , V �, , � , � - I � I I - I I 11 - I I I I . I I I 1'� � I I - , I I I I , , I , - I I , , I I , - . I I � I I I � I I . , - � " 1. 11 I I I I I , I I " � I � -, , I � �� r: � � , , , . I ,� 11 1 . - ", � , ­:_ � ,- Z' " ­�,' �41'1 1� � - -,� , �' '�' ' r ',' ' ", , " � , - � � �� :`, :'� ": : ii, ,, t-,, - " , , '� �, �� � """', ,, , - :, , - , , , _ , � " , � I � - � I , " � I � � - I -, ,;, 1. , � - :� , , , " "t"' , '­-, ­­ � , , � � , -, � , , � -, I 1_� I �`�� : " , , , r -, ) .- , t � � � I , : , I t'' . I . � � , 1, � " , , : � _. : : , � , � , ., � " I !:�'. , , � - ,- � ,��-`, I, -, , � � , � I I , I , I : , , , I � _: -1 . �� - . : , " � - - ,­ I I 1 I ,� - I I ,,, I " , , , I , � , I , � ; ".-,",­'�, I �, - . i� , , , � � I :. , � i, I I � � , � v , 1, I I I , � , , - , i " , ,� � " , , � I- I t � � , �­, .1, � ��,: ,,, ,:, , , I 1, � - : , I ,,, � , � I I I � -,'- � ` ` �, , , � i : : � I , , 1, , : ,, * � . , I I I I , , , I : _', _ , I �. , , "', I � I I 1. I ' , I : � AI 11 , e qu t, * ` � - ipmen , ;Lns,ta 1 led" outdoors a id, '_ n � I I ,� - N*...*, I I I I �1� , I I ­ I 11 I ''I � I I I I I ; I I ,,, �, I � ',1 I " . � . I I I ­ ,�, � �, , , , � � , . I % I I � , - 11 � I . I :, I , � I I I � I - ­ I � , I , I � I I I . , `� I : I � I " , , � � � � . � 1 : � " .;, , . � I � I I - � , ,e I I I I 4� � � I' �, � . I r I ,1 : I � . . 11 , � I . I ., I , � I - , � I I 1. I . I - , . , , , I I � I I , - - I , , , I , t � ., , � , t , : , -, , I � . . I �i, I I , , , , � � 0 , , - � , , I . I I : , t I I � I , , - �, �, , , , , , I " , " , � �� ,,�, � � � , � I � , 11 I , I- � � , , , I � � � I I , I � I I � - , I I I , , , , , I i I I I � I � 11 I I 11, _-, , ", " " , , , , , , I , I , , I � I � I - t . 1. � : � I : ; , � I I I I � � � , �, I I I I I 1, I I ,� ­ , " � � I t : I il � 11, . :�, � : � , "I, , I I 11 , I I I 1, � , , , I I I : - � I - � I . I , , : :i �, � � ,� � I : � I : - I I : I � � I I � - , , , , I 1� I I � I I , , � I , � , �' , , t , � I � - I I I , I I I � " , ,, � I I t� , I , - - � � ", - I , � , Z, � 111. I , I I I I � : , " I- , - : , - - I � I I I � i I I . 11 I 1 � , �� � ! , , - , ,��it . , - � I I I - - � - � I � I t ", -", , " I �, - ;It , I� i , . . I - I , I , 11 :, I , � . - � , :� � � ': , , , , � t � I , , ,. � � " , � , � , � , � , tO P W 3605 - I or at ri eath,side of 2 x 4 wood studs,1611 o.d. with 6d � t, � " I I ­ I 1 1 1 , ghtanglosto � � , I I I I , 1��, ht � I � f '_ - ­ I I I . I I I "' W �, . I 11 I I I - I I 1�, I I I I I , , I I , , I 1, 'Approx. , eig : � po_ � _��, � 11 I I "I � �� I I I I � I I I � I I A99r"*to* or gypsurn conorfitie�mjy 641,plocad on tho'lilooring. the min thickness 0 ift"foling con- ,, I I I 1, 'cristo by. A 1, -11 ,� I " 1, � . � " t I I I �� "I" � 1��, t . ., t, "" I �li", � � I I � � 'ZI, 11, ­ , I --"- � '', � /, ��"­` - ", 11 I I :_­ I - I I I . ,� , I I . I I I I - 11, , I I � I - e�_ I -, ,� I I I I I I .. �, �, I I I 1, t'. -, I I I ,; I I , " � I � I I I � � � I I - � I . � t I I � - � I I � � _ I . � , " 11 I I I I _�v I - , , I 1- I I , I -1 I I 11, - � I ,� 11 I � � I" I � , I I I ' '��11'1� � I � . l6kooiied 4 !,�', -ath4r' s�hal I be Veather-_,_ -, � , 1, . I . I . I I I - 1, et, , � 11, t I I I I I FORCED A I I I - � IR UNIT, I I I . I , , , � 7;�,�� I . " - ` I - -1 - , , , , 'i � t--tF" , _"_11'11.,N�_!�', __"1M1,i', % HR' I 34 , I - � " Coated nails, 17hiii, long; 0.09,15ii' shank,. 1/4": heads tnt I � ' � 1, I 1, 7" o.c. Jo IS: � I I I I . - - I I'll, I I . I I " Fire Teit, UL R 13194, 6," 6-1745 1 1 1 �, I 11 I I I I ' ,2, _ :, ,� \ I I I I I � - , ,�, 11'' " , I The �max thickness shall be determined job Ali* conditions. thin plastic,of " shall be 3/4 im I I I . - - I , I I � I I placed on plyw concrete � � I I � I " I . , paper vapor retarder may be , , ood prior to pouring "a - , ' I � I . I . ­_. I . ;, Tv" - ,­ I � �11, � - � , " , e 1, ' rrrrrr , I'll, I � ...... ..... '1'11� , �, e, ,,, � , I 1%, , � �� I �� � 11, - 1 , I I � I - I " "I i I I I I ­ ­ I I � � I I I I , i I � I I . I I I � I I I . . I � � '' I I I I I I I , I I �� � - �, , ,_ � �'ki , � , I I ,,V , ,� - - 111"I"',_ Z, - I , , . , , , � , - � . - ,,. i��, . :_111 _ , , f - , , � ! � , ,_ �, , �� t, , , � , , , ", '­;­� �111� �,,, �;% - __ �_ I , � � _ � �v , �, , ,� ,, , " � - - , , , t� � � - , , , , � , �,�, , " " � '' ,, "�_ , t, I � `e , , , � ,-. ,: " ,� �, .- I, 11 -1 , , . i�_ � � , 't , , , , , - , *��` '�� _11-1 :11, , " 'n"', � , , :, - ., ,,, ­;,�� "' , � , � ��_ � � , t - " - i" "!��Y�,§',,�', ',',-- : 11 �, ,� `_', , ,� -11, ,� d, ", -�,,,,) I t'. , ", 11 � "; I" I I ,� , � 1 I I,_ I I I I I I 1, I I 1, �, I ,' -, ,t6,,,we - �1' I 'P,. � 1, ­ ,,�,;­-_-�,,,` I � i, �, ''I - .1 �,' � I " I � � 1, ,,,, , - �, ,6, , I � I , , , � - � ­ � �, :, I -- ­', " "� ,� I I ,1 I I I I � , I I - I , � �, - . , I I I � I I . " I I _1 1, I .1 " , . I . � I I � I I "I I I I I ''I 1, ,, , : I , � - I ,� ,' � I � I I � , I -4 � , , " � � , - I'll _ " , - � r".",�", I '. t, , ��,-, ,, , I � , _ """, � , I "� I �­ C_ , .� I , , i � ­- - � -- '­tp�,­`-,'� , , ,,,�--_, , � � " ,,, ­_ " , ,_ " ,, t� ,�, , "i � �� ", , ­ " � s,, , , _ , .s �, - ", I I I I ,�',,` ,,�; , --, it, I.. I ,�,, "'; ', . - � , , , , � � �_� , I -, I I . � of S�uare edge, bevel edge' rodetoratoo'wallboard may, , or p' I I -be, I .., � I I - I I , 'each � I I I - I :� :, , I D , os iV6 I 11: I ion, U , ,, I I . "I , I , _ , 11 1, I I I I , I il, ,,, - , "' -, . . . . I � I I 1� Sao PerliteAgrogiater (IFFX) and Vormil , dullitil Aggfisigisto (Cjzz)�' I , I I , I 11 I I " - . I I il I � I I �, ­ , I M I syste, No. I I " " I - I 11 I I � 1, 7 �, I �� "_1 - � � � 1, , �,,, � I I 11 ­ I . � 11 , , I ", "", - I " I I I I I 11, I I I � I I . I - I . I I I � I I .1 I I I 1-1 __ Nl I I I � 11 I I � � I � I � I � I � � 11 � .,� 11 I I ., - - . I 11 I I I I I I I I I � R. I proof -�-. ,,,,, � �� - I � , , � , � I _­ I I I � � " 1 1, I , � � I I 1, I � � I I I ­ I � " : ' Receptacles in ' ' " an' athrooi ' ' d B I t" I I �, � I I I � I ' I � I I - I I I - I I � . I I EL CTRICAL PANEL - , E � � I I I I I I � � � 11, sid (LOAD -SEARING), � left EI,x sed. Stagger joints 0. I I PO I I 'I'll I I . I � ,1� I I I I 11 � I - - I I I � I � � " �,,, I I I ' , , 66 I � I I -1 I - I - I , R27-17-39, I I I I', I I I I , I I , I � I I I I 11 I I . �' - A�50'1-52 '3� 6 , I � �� 1, I I I I I 11 - 11 � I F _Mixturv1_,6,8 gal. of ,water to SQ� 16, bag of floor -to ing mix- � I I Finish- looring.-Floor Topping - I I pp , I � � to, 1 Thickness ft, to, be 3/* in, minimum, I I "I � �, " �, I I I �, - - I ,,i% - " "I'll � I , I :�, �, I �, �,­�Ilf, I �,�_,,­ I ,�,� ­, It " . '. - ' " , "" " �,� I I �r � � ,� '1� �, '' - , ''I 1_� , .1 ,,,,,, � � , ; � , __ ���, �, t "' , �, � ," I I . I . � I I I 11 I � I " I " I I � , I . - I . I "I � _� I � 11 I I � I I I , . I I I I - I I I 11 I I � ­ �� , � I 1, � I I I I I I I I I 11 '_�� I � I I I I I � 1� I � � 11 - 11�11 '� - I " 11, 11 I I I � I I - �, I ;-�� . I I '��,�,�­., I . ,Kitdh.6ns', , 11 - I I ,,,, I 11 I I � I I �� " I I ' ' I , - , etid, ,Above w6rk,top , ,�:_ shall be'%inStaill, 11 , I I., I I It . " 1, , , �, I " �, - I I � � I I I I � ,�LA- I I � I . I 11 . . 1 I - I I I I I I . 1, � � I ' I I � , I I , i ' � . - ' � ' - " I � I I I I I I I I I - I I � . � " I I 11 I i �, I � I " I " I I I I I I I I � � I I I 11 I � I . I I I . ,� I � I I 11 1� - - I I- I , - I # , � _� I , I 1i I " , �, I I , � I I , . �, I - I 11 �, � I I � I I I - I � - I I tkd besig, , 1, I I " n ' i I I 11 , � 11 , I � ­ , � 11, I I I � I Te :,646 11 I Sound 4�$,,24-1 f2k , I I tuft �9 cubic of,sand. � , I I I " �� . I I I I " ' "I I I , Het)(or lnduttriia� Irit.-Forti-Fill Types 11 I " I � I 11 1, I I and 11. I I , I I I Sub -Flooring --23/32 in. t4ick plywood with extetior glue, minimum to be "standard conforming , , , ' ­ I I I � I �­ � I - ', � I � I, , , � : ,�­� _�­ �- - -,, "I � � I ... : 1, ��,,� 1, 1, ,- , : � , �, I , ", - I , "I I r I 11 . � I � 1, I � I I % I I �, I I � --,', � I t , , I � � I ,_ . � I i I , I I � I I I I 11 - I � I I � � I I I � , ,,_ I" 11 - � � , , , ­ ", I I ' - - , I - � I I - - ,,O�,it-i�,,�c$t,he.r�,w.,ise,',,,i-t6-t-e�0, 6 �d raw' ,, 7\ -un I , .,l,n,r,g n � p. , ,-,, 11 I , , 1 11 - � I I �, I I JUN sox I I � I I I � : , , [ CTION � I I I I 11 I � I 11 : , I I I - �, � I - " � I I � I . I I - " I 11 ''I St 1 1 I I �: 1 1-1 I I I I ­ I I I � I I I -1 I I I I � , I % I I I -1 I 1, I',, , 11�1 , i, 11, . I t , I to OS, 1-66 spocifi ications.,face grain nts With joints staggered, ­ , i I of ofyviii,ciod to be p�rpiaridiculsvtajoi I I I 1, I I I . I � I I I - � I i � I 11 I - t , 'Sysitorn I I �, ''I , I , , t �`,,,, ', , %�, I , , , - 11 - � , - I-- �� t11 , - " I '. - � I ,� I " , ,,-� �',,,,' .,, , 11, �i 1� ". , " �t , J-1,11., � , , %, ",_" � - , ,,,,, ­ - I "V �', -,�, ,,, :, - " . I- �, I � I I . I - . . I I � , I I , I I ­_ � - I � . I I I . �', I I - 11 I � I I I � I . I . I I I 1� �, , � , I , � I ''I . I I � . I I - I I I � I I I - I I I ,� I I I I , -1 I I - � � , I � I � - - 11 I - . - I I I � I � I -, 1� I . � I te . I I - -1 . I : 11 I 1, I I , I rl�, ;', I I 11 I I t ., I i _ , , , , 1- I � L C I I � I ,� I _ ,�, I I ­�, ''I I I I I t., I I I � � I �­ . ­ , - , ,, 11 a ­ � - , , b , " � I " " I - , , " � - I I ' " I , icep � , �tat �es ,� to �, V rti6i'lly I _. , � I i ,'AII IS, - '' I 11- e . n,,st 1110111 1 46 I � �­ I I � 11 - . ,,, � . � � , , , , �' I , . � , -",at i 1: , , , - - ` I � .1 I I I �' I �a I 11 , I 1 I , 1, I I I , 11 11 . I I � I r I I - 11 " I � I I I � - ­ 11 I I I I I I � � I I I I 3 I 11 I I I I I - I I I � � - - LINEAR, 10CANKSCENT , 1, � I I I I � . I ,� I I - , � I I I I I I I I 11 I I I 11 I � , - I I I 11�1 I I � ': 11 � '' I , , � I I I � - :: � -:�, �� I � I � I � \ , I " I - 1 . , 0 I , , " I I I I I I I I I � I 1-1 , I I I - I �', �, I � I I - � , I , I A , I - � " � 7 ,­,' , - - � � � I , ". - I I I I . ", I I I . � I 't 1, I I I I I I � I I I I I I , : , I , , I I , I I I I - � I I �,, " I I I I � I I � I I I I � �� .1 � NO'.4 I � I * '10-13 a � at. of I I "I I �, � ifnlah'Ffooirling­�Ioor Topping Mixitire -water to 170"lbs of floor -topping mliturs I � , I I � , to 595 lbs of solid. Compressive strength 600 psi minimum thickness, to'bo4/4, fit. minimum, , I ' I I I � � I � I I ''I 11 I I I I 11 I I - I 11 � I I " 1 � I ". �, I : 11 � I I � - 11 I I 1� I I � ­, , , 11 - ", �, , : 7 I I . � ''I .- - � I I . , 1 1 1 1, 11 I I - - � -1 I I- I I � I I � � - " I I I �­ - I I I ­ , - � I I � I , " I I , : "' , , 1, -, __ �;, I ­ ' ,-1 -1 ,�,_t', " ,_ ,� I I "', , I I I I � I I I I I .�. I " I I I I , , , I , , I I I I 11 �, I I I I �, , , , , ­ , � 2-' -inch 6v , os`ab * ,finish, f'I od r, , un les s, ­ � -, I- 11 I I I I , I I . I I � I 11 I � , . � I I � � I - 11 '' I ­ I I I I I . r 1� I " I 1. 1% I , I I 1: , I � , � � ''I � - -, I I '' . , I I 1, , , I I I , I , , � I I I'll I I ­ � -1 I �� It Floor Cierit a ­��T�pi ft., � I I , 9 Systlarni, Inc. , 11 I , I -1 . " I � �� t � I � I �� �� ­� "i, , , , - � I - , ,� I I �_ �, � �, , I I ,:, � 1�1 .1 ��_ I -, I 11 I ,; r , , , , 1, . % , ­ " � I I I I I I - �� 11 I �, I I I � I I I % I I � � . I - r ,� ��­ -1, I I I - I t - � � I I � I I I � � I I I I I I 11 I I � , I I I I I � I . ,�"e: , k - � I , I ­ , I � " I , , . , , I I . I I I I I I I I . . I I , - , � I � ,_� -, I "I I 11. i I 11 - 1. I . I I . 1'�� I � I I I � I . 11 " -- '' , I � I I - I - I I I I I I I I - " � ' " � %�� � ,�� - �, ': : ,,,� , ", - � I I , I I I - � , , , :, I � . � I 11 --, ,,, - � - �­ . 1 , I , :t n ,t*4:,0th ­ � I I � I -,r 11 " I I I - - . �, � 0, e wise I I , I , , . I I �", I . � I . , I ,��, " � � . � , '�' 1� I � I I I I- - I � - I I- I - I I I � - ­ I I I I I I I 1, , , 11111101"ll I 11 - I . 11 �, I I I , r I I � I � I I I I I I I . , , , I I JAN LIGHT. I I I . I I I I . 11 I I I 1� I . I I " I I , I I I I � I I I I - �; � . , I I I 1�1 I I I - 11 . � I I 1� � 1��, � I � I I � I I I I I it, I r . - � , , , , , � ,� , 'S , , 18, � ' I " , , " . � I � I - I I I I I I � ,� I �� � , I , �, 11 I I -, I : � I I � I � � I I , � 11, I'll L � I - I , I I , I " � , , z� �, , , I ,r , `�, --t' - "I - 11 ; ": . , �� I I I . , 1, I I I I � I - , �', " , � , - , � '': - I � , : I I 1, t : - 't I I , � ntodor plywood with exterior alue, and T C04diao �'_. I I �, 8 If rinr4�,Jftab, 9 ft by, 21/32 in. thick, , I , dot:b ,y 1 I I I I, *t7 irwvicid installed perpendicular to trust** with,sind 1 - , , , ft, ft 0 ft Ply � PI) *into staggered 4 - I I 11 -' adhesive 'poclAo ringed nails. A '-s"'I ' -1 , - I , � " , , � , � " � , , 1, 1 � � 1, 1. , "I I , '1�i _ . , �: 1, :, �,' - .­ I I I 11 ,,� �,: _­ �___"� "',"", � �_ , ,,�%C, -t � � ,:, ­ �, - I I . I � '' , I "I ''I I I � - , _ , � I -, � / �', ,� I I � I I , I I � -111 ­� " ", I I , , 11 11 , I - -111 I . I I � I I , � '11� ,, , . I '_ �: -,-, . I I., � I , I I , I - ; � � I ,: , - 1, 61 I ,,, , � I I I , Va- I I :: e. _i , -h s � L 40,' es t , 11 ,$-Wit( 0 ,i , d, - 8, , nch It I 1 � 11 , � I 1 1, I . r I ''I , I I I I - I Ri' � I I 11 . I I - I " I - . I 1-I I I I 1�1 , I , I . I I urn Sheath ng,�Wdod, tud " , ,11 Gy surrfWaflboard,�Gyps P I ­ I I I I I ' I i � " " - ' , ,,, � " 11 - , I I .1 I , , ,� � � ". 1, I 11 ­ " � IL I ,'� _ , ': \_"� ''. � I 11, , " I I I I ,11 , I . It ''I 11 � . � . ", i_ � � "t I ssturadrto trusses Wj -�" shank ,00'.1 _11� � w6od, I . I , cilia, ,, th construction � I I I 11 I I 1-1 � , " ' I 11 � - sitt"' C60, ' I plied at 3/8 in., diam'beiid to top'thord �*Vfrussiis ind,woove edge$: of ply",� 4, "I ,,�,,,,,, I - 11 , �', )11 11 I" , ,,, I _ I , � , ", I I I I , I " , . I I, I , e � I _ ��, "" 11 - I 1, I',, I � ,:', "'�',,�,�, ,_ :', , "I'' ­' 11 � '� � -- " I 11 I . I, I- 11 � � I , I 11 �,_� , I �­ . I I I I I . I I " , - I , ' � , I" , 1� I , :�'� 'I", " I I I �, , I I ­ L . - - I ,, I _ � I , I I I I I ,� I I � I , ;I- I l-, I , 11 : , I - , - 11 I : � I �1, I "I I I 1 �, I " I , - - .1 � _ a� " ,, � i'' . -4 I" '' 1�, , t, t. I I I � 11� 1 I - I �, , "I 11 � I I I 1 �­ I - � I t- ,� I I'll., I . 1-1 11 , I I I I �, I 1; , , h , . " 11 I � I �, I I "I "," 1, - 1 I I It I , - , 1� ;,, - I , t�_, I � 0 o,Qr �, ob vw1 inis ''t � I I I I I . � 1. . 1. I , � I I I � . I I I � . . I ­ - I � I I � I I � I I I I ,,, I . � I I I I I . I " � I I .r 1, I I � I . I . I I I !­'' , , , r type � 'in no Jaye Nei"� 9 gypsum wallboar or w ,� teribraide: 0 , Ater,* I I " d ' I I , , � ' - : 1, ', , :, , , ­ � , � I I -_ , - f-- - IQ . I .1 � � ". , , I , , �" I - -1. � I �, " '11� � , ,�' � I � I I , " I - I 1. .1 � , � , I . ,�, � , , " It , ': - , I , ,, : 'C�:_, I . I I :1 � , I I I I 11 "I I , i I I 11 � I I I � . I � I I I � ,12 I 1� - I 11 "I -111 �;, � 11 , I , ��, 11 I � I I " I � I , , "t , - I I -1 I tong , � � " �, I I I I ift,"O"c a each truss. , I � " I I ''I � I , . ,� � I I � , , 1, 11 � I " I 11 I ,- " I I I � � I � " 4 ' ' - : - systism ci. 11 - - N �t, t- � - � � ', � - � _� , , , 11 I I -1 , . I I I �_ , I , �_:_, ,� � - , �� , �, � � '_ , � ", _1 e le , , 't , � " ,�', , , , 2 � ­', " I I -11 . 11 I , � I I I . � , I � � I I � �� : I _.. I , I I - 11 I I I I 11 " I I � I I - .i - 11 � I I I � i I I I *,O �11, -1 . -1 10 10 . � -1 , I I % ­ '' I " _� ,a* , W7 I , , , : v! e -by , , , dra,* 1, 0, 41*dt'r V (prr d -, I I I I I I DIRECTIMAL RECESSED UNIT , I I I I I I I 0 11 1, I . I I I � � I I 11 I I I � gistant t;lAckolr board or veneer base'40pli6d,pirilletwith or tit " I I � � � - ' '' � I � I - I . , � - I t, I , , . I I , I - , I I I 1 - , '' , ,,,, . � , , , I I , , � ,, I I I I � I I I , � I �,�t, � I � � 1, . I I I - , " - I " A , . , I I I -, � , , � � 11 � I I , " I � , - I , I I , I � I - . I I � "I , oor topping , 11 I 11 11 Finish Floortirvig-,41oor Topping Mixtursi*-8 gaj� max of . min Of � wato6c, so itis fi` I I '�. 1, I�l ­ 11, I � I ,,� ''­I , � I � I I I I t � I-- I - �� , - I , I I I : il I I I I �1­ I I I �1 11 I I . , I � _t, " � I " I., I I � I 11 I I I I I I I � I I "i, I , I I � � I I I I I I . . I I I "I I I I I � , I 11 I 1.� I I I I I I I I � " I - I I � I I 't, � I I , � I I � I � - I I �_ - "I, , I I) � for, 'Al I I - I ,e a '� ,� ' ci-fications , oth k pomp, Otie, I �, ,� I I 11 1. - , 11 1 I I , � I I . " I 1, I I I I I I I I � . I I I I � _< I I I . - I I I � . I I right angles to'g:x 4 Wood studs, 947,o..c.with 6d,cd6ted nails , I I I VIM" long, 0.09i5l' shank, 1/40 heads, �"o,c. Joints of square I I . I I , I I � I , I I I I I I . I I - '1� I , , -_ " I - , I I I : __­ ­ , 1 11 I � I � I "I ". " � I I i I I � I I I 'ixturo to'220 lbs, max of'sand.-Cornprissive: strength to be 1000 pai rivininium. Thickness to"bis , " m I - I � ,, I I I "I , I __:­"­ 1'��,� I ­: 3/4 : im minimum, I �1, I ,,, I I � I % 11, - � I � , ,� ,, , � I . 11 � I � I I I,% I , 11'� �k , � - �:11 ,� 11, �� ,- : %,, . 11- I I , 1 I I � I - " I I I �, I �: _. I -I �`., ­­ I I . � '' 1, I _ 11 - :: , '' "I " �, ,i I I I � �_ � I � ­ I " � . I I . 1, I I I I I I I - I I 1 - I I t, , I I I I I I ,� I I I I . I I - I F I - � - I I 11 , I r I .. -1 t, �� - I I . , 1. -, - I . � I I I I I I I I I �,� I - . I n, � I I I I , I labid. design in 0 4o' , . ' '' I I I I I f imat, I I I I 11 , I I _ � I I I i , ; - I 1, 1, I I > , , 71, , LINEAR FLUORESCENT � I � � I � I I I I � I I 1, HR I - WP 8105 11. I I I edge or bevel edge wallboard may beloftexposed. ExtoriorsIdEf: I I I I I " ' "I . I - I .,--1, , Ill .--,-- .',,­,­­, ­'. I 11 I 1, I � I I I 11 I � I I � I I I � I , I � , � 1,_1 I I � I I ­ � , I '' . I I " ''. �, � I 1, I � I , I � 'I � I I . I Gyp.Cristat Corp,­!-Typio,13C� I � 1, L I ,­ I I _ 11 I 11 I t� � I ��, I I I . I I I I . . United Staitail Gypsum Cci��-Typo, F. �, 1, I I I I , Ill: - �� ' ' I I ,� ­ _. 11 ,%�­, I I I I I .1 I 1 12 - - I I I I " I_ , . , I . I I � I . , . � 11 I I 11 . I I I I � 1. I I I I I . I -1 I I � � I I I I I 1'��,� 11 I 0 . , I ,� I i I - ��, - 1, �r I " ! I � ­ I I ­ _: I I - I , , I � � I I I � I I- � , � I I � � . ,t , - - 1, I- I I I I I 1�� I - I ,,� 11 1 - I , � ': I I I I I I I I I I 11 I . --t- 1, �, ,-,- � I One layerNK14," X wida,moolled, 1�_ , gypsum sheathing Pita � - , ,48,9 f 11, . I 1� I I � I 1-1 I ,. " _� �1 , �', , I . I " I � I I I I � I 1, I 11 � I I I -, � I , I " � I I : � I I vapor Ilarrio-40 rci , ursted felt,'0.030 in. thick. , .,� . ptional)-,Corrithe al,Aliphalt.sat � � - ' � - - - Sub -flooring -23/32 in. thick 1' d' .1 plywood_ with exterior,-ghliol.;minimum"graide, io 60 "sUndir . con- � -, � I - I I'�, 11 ��, I I � I � , t I 11 I ­ 't 1, � , � I I , I I � I I I � . I 1� -, I I I - I . I I I I I I I I . 1, -i I I 1-1 I I ­ , � . . . . . . * I - I �:11. � � 1, 11 I I I � I ,, I '' I I,- I I I � 11 I � 11 I I I I I __ 1. - - - - I � g, O.M" shank, 7/4",, lot to studs with galv roofing nailsi 13/4" lot! ' � I I I I " I I - I I I I I 11 1, - - " , , I , I I 1%, r I � I I 1 I 11 - - I I I I � � 11, I I I I I I , I I I � forming to PS I -66 spot ications. Face grain of -plywood to I tie perpendicular to joislo with joints � --- � ,if . I'll I ' � - - I .1 I I I., � 1� , I I I I— I 1 I I �, " I - . , , I r I I I I I I : I I � I - � V I I 1 , "I �, I 11 - I � , -- - 1, smoke detectors 40,be hardwired I I I � I " I - I I I 1 I I 7# or. Wallboard and " -.. or 1/20 heads; o.c. in field, 4" o.d. perimet, I I ' -1 , , I I 1. I Thickness: 4-W' ii, ,, I I . �,­, - i ---�,- I I I I I - � I , � I � ' I � I �, . � I staggered. � � I I I I I � - I I I I . I . ''I I ' System No. 5 I , � I I '', I 1�1­ .1, It � .! , � I I - i I , � I I I I � I I � I 11 I I I I I',- I I I I . ,: 1. . I I il Y: ''I 1� - .1 I I ., -, I � , I , I � I 1, I I I � I - I I I - � � I I I I I � I � � I I I I I tom - C sheathing nalled to.top and bot plates at 711 o.c. Extert6r` lad - � I I I I.'' � I I -1 �, 11, I I I P go : 0 � , , I I I . Ap rox. W I ht 7 sf I I , ' F' "I Inish Floorihig--Floor Topping Mlxtursj*�­Foarn con nitrate mixed 401 by volume,witlit water � � to ­ 11 I ­ , . I I �_�, I- I 1� , _,",� " I I � , v, 1� . I I I I I ': , � I I I I . I I � I 11 I ­ I . � � 11 � I I I - - , I � I - , I I . I I " � I I -1 �, 11 I 1:, , - , I - I 11, 1, I I I I I I I I � I I � I I I I I I I I , ding to be attached. through sheathing to studs. (LQAD-, I I � I 11 I I I "I 11 - �', I- I I I 't " , Fire est: ee I I I I , t WP 36io, � I ' � and expanded at 100 psi through nozzle, Mix at tote of 1.4 cubic fsait,of preformed foomi to 94 the , � � � ping Typo I Portland cement and lbs o send with 6- 1/2 go! of water. Cast density of, floor top i I 11 I I � I � � � �, I I I , �­ . 1, - 11 � �, I I , I - I 1_� - I I I � i 1, . � � I I �1, I I ',` -il I - I I � I I I I , � � - 1 " . , , q . � I I I 1, I . I I I I I - . 1, "I � I I I I I I I I I I , I 9EARING) % � I I , I I � I I I I Insulation: So ­ I � "I I , page 6 Section 10.1. I I I I - mixture 100 plus or minus 5'pof I I I - Min comprossive,strongth 1 000 psi, Thickness, I- T/Z in. I I I - - 11 I I I I I ,,, , I I I ,�, . � , ""' r I I I �� � ,�;_�, 11, , ,, , _ . e, � 1- I- , ''I I I � I 11 '� I - - - I - 't I I :', � I I I - 11 I , - " ", � �, 1 . I I I 11 I � I 11 I - I , � - �,� � I I � � , I I I � � , . I I - I I . " 1 ,, I I I I , ", - � I I I . I I . I 11 I 11 I � . I I I I I I I I I I . I . � � .1 I . I . . I I 11 I I I 1, I . I I I I � � � I I I� I - I I . - - I I I � I I I I . I I I I I I I I I 1� I I— I � � I , I I I- I I I � . I I I - � I Elastizelf Corporation Of Amsirico--Typoff, I � I - . � I . � Vapor Barrier ­40ptional)-Commervial esphalt-saturowd felt, 0.030 In'thick. � " I I , I ­ I '� , _,,�_� , t"i . � I I �, I I 11 I , :_� - � � '', , ,­ ", llf, r- , :'' ,­: I � I I � 1, I I �Tjw lk I 1- ,_ � � - I .�, 11 I ,,, I �. I I I 1- I I , I 1, . I . I I I I I 11 , IL _: �,, 1 , I � , - � I I � - I I I �, I I - 11 I � 11 ­ I " 11 I I I I I I I I " I � I � - - , I ­' I I I �. I I I I , , , "I I I- I I , - � I I I I I I . � � I � - I I " I I � I I I I . � . I . . I I I . I I I "I I . � I - � I I I � . I I � I" I I I � I I I I I I . "I I . , I r : I 1, r I I I I 11 I I 11 I , . � - .1 I I I I I 11 I I � I I I " ,I � % I -t 1 I I � I � - 10 I Subficiorinew, 23/32 in. thick plywood with exterior glue, min'Oragle, to,bai'litarvider'd," confo ning I t I to PS 1-83. Face grain of plywood to be porporidIcOlor to joists with joints, staggered. _ -, I - I I I I 11 I I I I I I � �, I , I . : , , i, 1, "i - ,, . "', , " � . 'I- I " � I I I I I , I I ,, , � , � , , � � I � � , , � , , - � I . I I I I " I I I I , , , , I � I 1.1-1 , I , , , I I I �­, I , I I � , ,- 1, 11, I . I . I ��, I I -_ I � ,. I ­ 1�1_ - - I � I .1", I , I � 11 I ,� I I I I - , �� . t, 1� . I I `1,1 L f I " � � . - - , � I I I 11 11 � I 11 - I , I 1, I ,� I I I :1 I 1. 1, � I � "I I - I - . I � - I I I I I I ­, I I I I I I I I I - . I I 1- I . 11 I , I � I � . � � I � I . ,�� - I I � -i I I I I 1 I I , � , I � - I - � I 1:1 _ �, - � I I , I I _. �11 , I 1. I I I 11 I I ­ �� 11 , I I I I I , . I I I - I � . .1, � I � , , I I , I � 11 I I 11 11 I . . ', -1 I � I , I I I I . I I I � I I , � , I I - I � I 11 � 11 I � I I I I . . , ; I I I I I - . I � . I , I - I I I , System No. 6 I Finish Flooring --Floor Topping Mixture*�-I.S 9,4ki,of water, 04 Ibis of ismoot 336 ' I Typo I Fortlentit' I - - I I "" - ,,, - � � 1 � I � I , I 1, � ,,, ,,, I I - , I I I , , " I I I �, '�11 ­�,� � - , t � I � 1-1 I �­ , I r I . � � , - I I I I . I I I \ , �:, � , I '' , � -t _ � , I � I I I � I ­� , I ,,,,, � I I 11 , � I -1 I ­ I 1 I I _ 1, I I I �; It' � � I ,, I - I . - I . � , I I 1 ,� I � , - I I . I � I I - I � I I I I I I I 11 11 I I � 11 -111 I I % 'r I . I r I - � I 11 �, I � I I , , " I 11 1. I I I 11 I �, I I I I - I I f I , I 11 � � - I I 1 . ­ � I �flu oz of Component-A,,O ciz Component S'and 6 oz of thapp4d'424trand.fiberiato", lbs sand, 4 lid I - , I L I � � ,­ �,, , , �, __1 , , � ; 11 " - , " " . � I . ��,�', I I 1; � � 1�:_," � " � ," 1. :�r - I I , ", , - I I - I �1, - � I 1­i�,�, I , , - I - , , 1� , I I I I I 11 � : -1 - I � 11 I I - 11 I � I 11 , 11 I �, r . I - 1� � I I I 11 ­ �: -11 % I � � �, I -, I 11, , "I � �, " I � I , 11 "I, I :: - I I I I I � I I I � ". ,­­ I I I I I I I ­ I I t, 11 � I I I I ". I I I I � I ''I � "I I I I � I I r " - "I ,� I % � 11 ''I I , �' . � I , I " 11 - � I � "I 11, I 11 I � I I � � I I I I ;i, , �, , �_ I . 11 I - I . I I I I : , , I 11 " I � I I � I I : . 1, � I I � � � I I " I . I I I I I . , , , I � ... . .... Vood Jots* Gypsu Wallboa ,1 Roof COMM& '', ,, ird Im - 7- � I , I L , I I I I I . I I I I 11 I I 11 I I 11 I I I I I . - - _ I I � I I � 'I, I I 1 I I I ; -1, - ''I I'll I , I I I." � 11 I - I . I � I ­ I I - . I I I I I I I I fibers. Cast density of floor topping' rivixture, I 06 ,plus or minus 5 pof. � Min. compressive, strength � � ­ 11 I 1� I . 11 I I ft, I I I-, 1, 12QO p, si� Thickness 3/4 im mi . I I I I I I I I I I I � " I I � � � I I ", I I 11,:,,��," -,,-� "", " I ,� ,� �, `14, 1, px,� - z _1 - , -, I ,.,�,, " "I � � 1. ­ ,1 ,,, ­ � � I � , � , ''I I , � I � " � � � - I I ,,, I I I I ,�, 11 I I I I - i I I I I I I I � I I 11 I 11 11 I , , - I I I � % t - � � , I - 1, I I I "I I " "'11,11 � _�_� , '' �, I I , I � I � I � I I , -1 ,� �,� . ,,, , I I ­ � .111, _ I , � I , � I � , , � , X 1� I I � . I � I I I I . � � I I . I I I I - I I I I I � . wallboarc saise layer%* typ6)(gyps I applied at right Angles " um I � I �, I I I 11 I I I " I I - , I I � I - I I " 1, I � "I I ", . -, I It: I - I I I I , . 1� , , I I I I � , e, I I . , I " I - I , I � . - I I I I � I � I Southwest 1.1teioveight Conorsitis Co., Irlic_-Type, LDI I � , I , I '_ '* ' ith -C-0- � I I I I 11 - , , , " .It � ,, , �r � I � , - % , I � - I I I ,�_ , � �, _��; , ,,, , , , , , , _ , , � .,- , - , I � � , I ­�­,�­` ,� , -t" 11 - " i I � - " � - It I I -IPA* . , I I - I I I I I � " � I . I , � �_ � I '_� , I I � � I I 1, � I I I � I . I � , '' a I � I I I ,-,::1kt',111 �,, I � I I I I . I , � I . I I ��: I I I I I I I . I . 11 I 1. - _ � �, - , I , 1, I -, I � . , , � I I " I I . -, I I � �, " � " � 11 1, I i : � I . " I - � , I I , . I I I - I I , ,,, -1 � "I - , I 1, 1 11 " I ;�_, I I - I , ::,_ I �, I 1. � I I , I I., - ­ "I I I_ �, ":, , , I I , ,,, I I 1, , , I I I , I I I � � - , I . , I I 1, :', ,: I I I . I I I I . I � � I'll I I I I I I � i I I I I I . I - I r I I - I I I I I � I � I � . I I � I � . I 35 � I I - 'I sts c I .4 I to2x � 2411o. . with,1 'Alf �Tyoe S - , ' 140wpodo , ,drywAlf'screws 24 11 I I _' I : ile - :� �: - I I I I : 1� I I 1, i I I I I : , , i I � � ­­", - I , I I I I , I � I � � I I - I I I 1-11 . - I , - . � I . I 11 I I I I � I I I , � "" , , , 1, j, - > , , - I i I I , 11 I , , , , �, � I - I 11 I I , I , I I_Il� I I � �, -, I : I exterior glue , I in.: thick PIYW06 Exposure .1- or !C0 , mvi Subffoorinq�23/32 d.: min. wade, ­­ I I I I 1, I I I I I I 'conforming to PS 1-83, Face weir , � I I � i laid perpendicular to joh;W, 11 11 I I I . I 1, '' , 11 "I , ­ I I � I _ ., % I I 1. I ,,, 11, , ': , , � - I—- "I ­ , ''I �_ 1� ��, _,_,",__�;,".''�' �, �, , , � � , , , , , , , � � , , - - , 4 :­ I , , I, 1� � ­ I � . . I , I I � , ­ � I . , I I I I I �`: , ''I I I I I , 1, , I � I I I ­ � 11 I I I � I I I I I I , I" I I I I � , '! � � I.- :� _'_�; : " - I �­ I I V , , , I � - , , " I , I I " � I - I � �, � " � , , I t, � "', It I I I I . I I L I . I 1� I 1, I I I � I I �, I I ,I I I I I I I I I I � � I � I I � 11 I I I I I . O.C. I F4te layer We X orn wallboard or veneer base Ap- I I , , I I - gyps - I ­ ,�, , I � I I - I � �� 1" 1, - � I � � ,� L � � � ,,_,'� 1, � � -, , � I", I � � I � � I e I � - 11 - �� � � I 11 I . I I I I :111, , , ­ "' 1, ,I " syoiwn to, 7 : 7 I . � I I . � I I " I I " I Finish Flooring Topping MIxtur#*-Fo#rn mixed, 401 by volome'with.water ': ­ � _ � " " t ­, I I 11, , 11 - I -i �., I 11 I . I � - 11� , I � � I ­,;�.� V , I � � , 1#01 I I I " , "'. I I ' ,,DMSX0X'11 : GMUL "OVIRE"11TO 'is a - -, , , , �, I I I I � ' I . 5 . � I 11 I I , , I 11 - . 1, I I I I I "I, �, , r - I I - -t , I I I , � 1, - I I I I � - I ",I I � "I I I t�r . 't I "I I I I I I I :, � ,� I 1�, I 1, ,e , 11 I - I � � I I I I I I I 11 I - � . � "I I I I � � I I I I I - �' I I I I I I I I I I I I I I I I I 11 I I HR t 0 . FC 5406 I ptled at right.anglosAq joigis throuo, bass layer With 17/sir Typo,'S � lt� - ��i, I I 11 �0 - dryWoit - -16ints, I Intermediate � - , ­ - I � I I - 1-i - __KV*r _� -W 1� , I I I - . " -1 � � 11'r- I I I � - I ,, 11 ­ i, 1, . I I I ''I I � I � 11� - I I ,% - -floor concentrate , I I ' I , I and expanded at 100 psi throu - zzle. Mix at rate,of 1.2 cu ft of preformed foom to 941bs Typw , oh no � I I P 300 lbs 54/2 wistot Cost diansity'of floo r topping tri ix- I I 11 '_� , , , ,; 1, IL i , �11_ I � � ,_ 1 � � � , ��, , , , 1. , 1'� `�� I ­ �,, I I I , e�l � I �', .... 1�­ A, I I e, I - I., I" I I - , ��, 1, � �, 1, " �, , � et �_'_ - 1 I . I I I 1. 7 �� � � I I I I : - 11 I I Q 4� 1. " , :,� �', " I I I , ,' 11 , I 11 , i,. pa rt '' of this specification'.� I � I � I I 11 I � . , I - I 1, I � 11 I , I .� _: t� I , t I I , I , I I � .1 I � � I � , , , I I . , I I - � _ , I I I '�, I I . I z I �1: I , � I I I I 1� "I I � ,� � " � I "I I ,11 11 I I . ­ � I I I ,� �, I I I I I I �,�,� _1 I , I : I �1_ I - , I I I I I I - I I I I I �� I . I . . I I I I � I : 1 I I I I I I � I I � I 39 I RC 2601, sicroft-42�,o.d., at ant, Joists, Face . layerjoints offset 24�� frorh base layer)bInts, 1 1/2"i Type G d'rywall I I I "I , , ��, ­ " I - - 11 I - " i � . - ��, " , I I � , I - .i ,:, ,� ,� '' , , , , I -1 I I " I � .1 � I I I , - ,�� "' I I 11 � I I I I I I - I . I I I ::,, I I I - I I ­­ lv� 5 Ps , , : I Approx. Weigh f I niand 0 Of sand with gal of 0 ement and I I I a" 1-4/2 in, , ', i � I . " , , , , � I ,lure 1100, plus. or minus 5 pcf. Min compressivo strength, I 000 psi. Thickn - � - 1 I I I -1 I I " I I �, �, I I I I � e I 11 "I � I � :1 I I I I I The Moorl-Corporstion 1-1- 11 I � I I ­ I ,,, I I � 1 I , 11 '' 1;�',r��,,, ,� I , - 11 ��­ �, �� " , �,� I ­­ � I , _ 1�;, ,�� , � I I 'i I I I I , I I ''I I , I � ,- � I"! I -1 �, I , I � I i � I �­ 11 11 � " I �1� I 1, I I I I I I � � I , , , I . I i I . , ,�, I - � �, 1, � I . I I I I - t- , _ ­� I I I I I I � I _ I I I I -, I I I � - I I I "': � � I 11.11 11 I "I I I ",,, I 11 I I I ''I I I I I -, I I I � I I ­ I I I �"t,,- �,� I I I , . � �� � I 11. 11 I I ,_ � I , 11 I I I ,I �, I , � . I �­ I 11 I I � I I - I . ­ I 11 I I I I I I . - I , � I , 1� I I - I I I I scre"lplaced'211 back on either side of fape layertnd joints, 120 I 11 I I � I I - ,Ceiling . - I � I I I - " , ' � , I � I I I :, I - I 11 I . , i I -, I ''I , , ' . - I �� ­ , � I "I � Fire Test:-_,FM,FC',17­2,'2,�25-72 - " " I I I "I I � I � 1, I � I ­ I - I ''I ' � I I , I iick � , ' , t ' I I I I I I I - Vapor trri onsily�Commsrcial a j I lt� , a sir4optl aiiholt-satursted felt, 0.0116 in, th . I I I " � conforming � t I I :`�' 11 - I - I �, � 11, t � I r � - I � - , �, , �� �, I ''I - I , � � I � t I , i , �'� ,`� -, �­ � 11 - � , " �' I I "t � I 3.40,42'' I I I I 11 I I ,_ I I I z � � rituac2s , , , I t, - 1. I ,.� � I , ''Pi I � I I . . � I .1 1� '' 11 � I I -1 I I , I I I I I I I I - � I 11 I I I— . I � 11.1 I I I I I , I 11 . I , , I I ,� � : ,t �, : �, I I I I 11 I � 1, I I I I ... "I "I I I � -1 .. I I I I I t, � '"' I 1, ,- I_ 1, I I I � I I � , , I , , . , , I I I ­:: , I I " I � � , I I I � � I I 11 � I 1 I � I I I I I I - 1/2" plywpiod.with e I 0. c. _tprior glue sopjW a, � ,x t right angles t040P , , .1, � ' I I . I I " I I "I I � I I 11 I I , ' I - I . I � I "I I I Sound, Test: tit'' i ,� I I �' Iniatelo � I Sublilooring--23/321 in.,thick,plywood with exterior glue.friin grodo,to, bio.,­Slondsed," , , , , I ,to PS -1-83. Fa Od to be 0 � 1, ce graiii at plywo I I I I " : , ��, '0�tpooidioulartoi6istswit�vj,oin"iiiig*ro�L,�� '' I I I � - 1� , , I ­ " ­ �, - , ": I ,. ", - I '': , " , I - , , - 11 I I I,', t �' -1 � . ''I I 1, ", �� ,. �t ­ . I " � , , I I I � - I 11 , � .� I ,:'­ I I "', I 11� ,�, �, I : � I ,� I I I 11 I - ,;��, I ''I I 11 I I I I I I , , I � 11 � � " ,. I I I - , �­ - . �, J I "I I 1 2, 1 - .1 , � I � I � I A : , , , ��, I I � : I 11 I I I � I I I I I I , �,, I I . , 1. 1 � I �1, I �� 1 1 � - - � I I I - � I 11 I I ­ I I 1, I I . I - I t '' I ''I . , I 1 I I I `11* I 1 1 1 .1 11 /t1.1, '_'�,: I I � .1� �_ I., " I ", ., I I � - �, , , ,,, I � I I . , � I , I , , , " -, � , - '' " 11 " I �, � , . , I I � 11 " ; I I , . 11 1. , ­ " 11� - � I �� I I I I 1, � I I I I I I I I ., - I I � I I I I - I I I 11 � I � I - 1, I � I � , . I I I I I , I '­ 1. I 1.� I � I . - - of Joists With 8d naII& ,� , ., Wilng -Appropriate rool. c"ring I � . I It. I Pro " I I f on v1do on* hmr flf* rlosllsftri�e protactl or, wood framingli, I - , I I I � " �, I I I "I 'I', I " � �% , ,, I - I 11 1 � 1, '_ I I " � I - I � 11 ''I " I � . - I �, ',� " - I I ,,,,: I I . "I . � I , ' , ,i � , �,, -, , � : I I � , � "I" � % - , - I I I � - � , , ", z � I I � , , ,, � System No.-$ , � , , , , I I ' � .1 11 I I � I I I ­ 11 -11, I I � ' I 11 I I I I - , , FlOorTOpping,fillbiture-Foom conceritrails, rri,440 -40.1 ,by volume Wi W I J th star ,end expanded at% I I , - I I 'in -to 94 -Ili$ I'vpt " I foo f0ortiond � � "� , � I'll � '� , , I I I _,, � , � x - < � � , ", I , �� , � , I , , � .� 1 I , �_, �, 1, I , � "I -1 ":� , ", , , I I �, w � � , , �� ,::", - " , . -1 I - �, I 11 I I 11 � I I - . - I ) ''I I I 11 *a , , I - s onfor,mi, as , I I I I I � -1 4 � I , I I � I I , n . I � ,. ,. I I I 11 1. I I I I , -1. � � 11 � � I I I . I I I � I I - I I I I I I I 'L "I � I � , I ''I I I I I I I ­ 11 � . . I I I ,� �� I I I I � I I I I I I I I ­ I �, I � � . � I I . I t �, ,_ I I I I � I r I I I , I - I I I � I 1� I �",� I � - '' I I I I le I ImIuding tnisses. , , � - ''I � " I I ,� , , I 1 I I I I I I � I "I - 11 . I I I , I I I � I ','�� I _i . � I I I I I I " 11 1� , , I I �, I I 11 L � "', - . I I �, � - ,� I r I "" , I - , I I I I ", I A'cu, ft of preformed I 1-00 psi through s4oariv noizle. Mix stratif, of I I . I I I ­ - Cement, 62.5,lbof Pea Grivat and 312.S 10s of 4#1`14, withttapproximattily 5.6 gal Of sir- ' 'Colsit , - , 1, � � � I , - 41hil,kates .1 11 , " " ,�� ,, � - I I , 1 �,11' , -1 _:�11` I - ��: 11" _ - �,�,,�: - - , -, , I I , " ''I " I I � 1, . � , , " ng I I I � . - I , App, followii 1, I I - . I I . I � , � "I I � � I I , I � I - � I � 11 11 � I 1. I z . I I I I � I I �� � I I I � �_ I I 11 I � - I I I I I I I I I I I I � � I I I I I I I ­ � I I I I � I I � 1, I 11 I 1, I I � ,,, I I I I I I I I I I - I . I I I 11. 11 - I 11 , ­ I I I " I " , i I I 11 I ,_ � I I . I I I I I I � I I , , , � I I � I I I - L I I I ­ ­ - I I I 11 I I 11 " 1: -1, � I � , I . (ions�ity,of'F$6oi,ToppiftoMixtur�e,I -i 5 �pot M MO 1000 I 00(+ of, , in cd ressivo atrongth "I , , � , � I � ., � � I I � . I - I , I ''I �, "'t, , , I 1, -, � , " �, , 11, " ,:ee , , li, � I � ,. � �- , % , � � I � I I " �' � 11 �: � _', I , I � I � I ­ , . I I -, .. - , � , , . I , i, I �- , I , designated,, ,wi aes and. ' I I I I I I - - . I � , I I I : , � �i_ -: I I . I I � 11 I " I I I I I � . I - � � I I I I I I - I I . . - I I I I I I I I I I I I - -1 I I I I � I ., . I I - � I , I 11 I I 1- � I I " I " � , �, I . I " � I I I - I I I . I I I . I . � I I I I % I - I I - ­ _1 I � - I -1 "I � �, I � � I 1� I � 1- I I I I I I I I ". I - - ,, I , I I 11 I " I ''I ''I , 1� I ,�', � I I I I I I �� " � 1, I " I I I � I " , � , � I , � , :�,� -, �� � �, 11 I 1, I , I I I � I " , 11 I I I 11 I � I � " , , I . � , .11 I - - � , " " , � � � I I , 11 � - � I , _; I I I'll, ­ �� � " I " I - � I " 11 1 in. , , I I ''I . I I �, . - I � I I I I , Typo 1, I I I � I �11 I �, ne I I I Liti-Crotis, I , ' I , I - ' _,`�­, ''I I , I 1� I 11 I ­ "', I � ";', '', �:, '', , ,:', I .,� � ,�, " ,� , �,,;,� �� �,, i", I,, � , , , " , " I � I .1 1:1 ,. ­ 11 I I , "I I I 1� I I I I I I � I I I I I I - I I I It", , I I I I I I I � % 4.'r t, * I ra a *, I I I , I � I I I I I 1.� � I � ,,, I I I I I I I I I I . I I � I . . I I., � I I I I � � I � 11 -1: I � I , . � I - I I I I . I � I � I I , ""Iii-iiiiiiiiiiiiiiiiii � I � -11, . I,__ I , -, �.­ I I I I I 11 I % I I I I I ­ I I � 11 I � t, I I : - . I I I I . � I I � ' I - ' . ­ , I .-AsiIiiIiiiiiiiiiiiiiiiiiiiiiiiir I 11 � I z I I I - e 11 ., I I I,- �, �, 11 I � �, � I - I., i li, I I ­ el I 1, . �i I I I 11 I I I � I . �:, 11 I I I I I I : I I I I �� I I I I Vapor Bertior4Opt,lonal)-Corfi�nerciaI aspl%elt-saturated felt,'0,630 in. thick, : �'� i ', I I � I . I I I i -rnin grade to be ­St*L d o ' I Subfiooring�23/32 in. thick plywood with extisrior,alue,,, 0 of&' 0 nfofminq,�� I I I ,I 11-1, � '_ I � � I _., , � I " i ­� �-, , �, ;' - . I I I 11 �, , �'! , - �� 11 ", 11 I ­_%-.' � -11 I - a 0 �. I . I I I , - I _�� A$1S11 - American National Standards, ' , I I �, I 1� I I I I I ','� I 1, I I ; . � I , I I I I � I I '. , � I - - i , , 11 � I �, , , 40� 1 1 1 1 � . ,, I - I I I , - I I I I � � - __ - � 1. I I I I ,� I I I I I I I I', , I I 111__ I I I I I I . I I I I � � Gypsurn'Wellboarof Wfl.od-Studs , I I 11 I � I I I � I I I � I I I �� � 11, -1 I � � I 1, I � '.." , -1., I � . . , f 0�'. 11. . _ �� I L I ,� 1-1 , � � � I ­� . ..... I � I -1 .:. �� . � ; . -1. I � 11 I I �, 1 I , I z, � 11 - I- 1, I .. -1 , I 1 . I _1 I I to PS 1-83. Face grain of ply ' I � I -wood to be perpendicular to joists,with joints staggered. I I 11 � 1, � I : I " - , � I is'Y"Orn NO. 0, , I � ' I I � .1 I I -1. � ", , ­ I ­ , , 'i I ­.,�t�, ;:-,:,� I '' , , 1��, % � , - �, � S _ ,;", , , I , .1, - � � , � I � � - , , I -, ��, _: , n, I ��t , , I :_ '�� �, , " � I I , I I _,'� I I I L ''I , �11'1 ., �11 � I I , I I I I � , . I � � I I 'e , , "' - I � 1. I I I I I : I I I I I - I I I I - I I � '. I I , 11 1� , .1-n4t. tutle�.' I � I I I I I i , I � - I � 11 I i , I " I I I I I I , I ' I . I �` I � - .1 �, , ,:, i 1:11 " ; � I I I , �, - I 11 � I 11 ­ �, 1. . . I I . 11 �1'1 1. - � I I ''I 11 .1. "' , I , I . � , I I - � 11 I � I I - I -� � ,-, i,� �,� , I . I I �­ , t I I ,It :, , , I , ". , � , , I I I � I I i , . , , I I ,�� , - ,� L, , , , � , � , � � � � I � � , . � , . � I I I I ­ I , , . I L � r � ��. � I � I - ,� , I , � � I , I I � , � I , ,, �11 , ','�, I I I I - I I I . I I � 1, I— I I I I , � I 1- - � . I I � I I I I I I I � , I I I I I I I �­ I . , I I I I � I I -11 I I I � I 11 I - , I � I I I I I I I . . I � I � I I I I � 40 I I � I 11 I I � I I Offise layers/sll�type X,gypsurn,waillboOrdor Veneer bass ap' o 11 ., , . _ , C 4 -plf, d , I � I �. I ' ' iotes to ow sk 24 h I J* I � ,A;r1ght an qf 1 x wood If 6& ,Mth 6d,, i � I , . I I , - , _', _- . i :,;. " .1 I I , I I �� � = ­ . , , � , " . . , " . :�,-., 1-1 � - . ­ � I I I I 1, I I I 1 � � I I I I � I , I I ,� I I I I I I , - - I I I I , �:, I " : I � :1 , I, 1, , I I % I � � � - � , I I 1, 1 ; I I I " - I , �� I I I 1, I 1, I , , , I .- , I ''I I I I � ' ' I Finish Flooring-4loor , f*ed,4Qi:1,by volume with water n , ,Topping Mixttiro*-1500m, coriceitrate,rh - - , , c I I I , I , oZZIe;rMjx44'Ib4+ ci - sincl,'40proximoletly 5.4 �gigj r ' 1, p . � iment. 300Abs , I andexpanded at 100 sit through a n - � - � - � I , " I- t I I , I I - I , .1 ,-:t I ,;, �­� - ,�_, .� 11 - I , ". , ­'. . , "". � I., ,I � ,,_ ,,. �! "I I """" � " , 1, 11 � ""' -1 ` 1, ,,', ", , I ."", , ", ''""', , �, 1� . I . z 1 - � la: � 49, I t , I I , � PS-'4� "Fed4ral S' cl f icat ion.. - I'll � I � . I I I � - - I I r I I � ple I I il � , I � I I I � � . 1, , I I I I I I I I - 1� � , I .1 � r I � I I �r I � I I I I I I I I I I � � � I � � I I I I - I -1 ,I I � I I - I I . , I "I I I � 11 I I I � I � - 1 � 1, L 11.1 , , , � I , , I " , - I I I � 11 " I I - , , � � t I I � I I I I I - � � I I � r I I I I I . I � � � I � I . I I I I � I I I I � - I I I I ,, ,2 I ­ I � I , ­ , tO ' . 1 I � , , � 'WP.4135 � I - , I 11 I K 17/sfrJonoi - heads,'2V o; F=9 �, ,1� � coated nai %6.08$!ir shank, ij�,� o., - I I � , "Ill ­_ ,- , I , - I , I 11 , .� : 1 1 _ �� .'�." � , I � I I I I I I I 4.10- I I I I'll, I � ,� I - I . I I I � I � � . � , � , I '' 1 1 1 1 I I I I I did entity of1loortop., o; Component* Z. test it water, 1.�'cu,ft preformed fooni,, 6 oz Typo N fiber a 4 1 ,, 11 I I ,ef 120 psi. Min'tAtok-' ��' ping mixture shall be 105 (+- or -4 6'p, With a irnin compressive -strength Of I � � I ,0 , v, I � I � I "t': " : �,,, - I - I It "I , I ­ - I I �,;� , 111,1� �, - - 1;1'i_�"!`�' "I 1, I I � - I C *I , . , I I - I �, ASTM ::-�� American S ing ,and' � I I I :11 ,� � _1� I ­'.� I 11. .1 I 41 I � I I �1� I I I I I - � � I , L I., . I I I -, , � 'I, �11 � I � ­ I , ,� �� ,,, " �_ I , I 1� " I I I I I 1, _ �' 1, , 1:: I �, 11 I � I I,_ .­ I I I I 1� . I - I I I � I I � I I I I I i I I � I I 11 I I I � I I % I I I . :4 0 I I " R � I I � - *,� - ri� 1, _ % fin WA", or vioneer b lad - layer I I � tit I "'a gypst I age:app; ' ' ' 2. _ �� .I. I 2 , , iii;�;i-:;��;­� I � ` , , *** ii� �;! - - -�-:' 11, � -11 � �E� I I I EEE I � I I I r 11�1, ''I _: I - 11 q � � , I I 11 �, " � I I I � 1� ,ness shall be 3/4,io, , � I 11 I - I , ''I I I � , I I I I I , ,I I , " It 1� � 't" 1, � � ,`�, i z ­it� � I - 1_ . ...... " , , " I . I I I , � I , '. , ­ , ��: I !,: " _''� , I I i;� � ;',',� - , I I "i, - - I 'i'." I , � - � � , , , I I I - I I I 111 L I � I . � � I :, 1. 11 11 � 11, , I I I I � 11 I I ' 1, I I I I I "I I I I I "' - _r I � "I I 11, � � 11 I materialw. , L � I I , I I I � I � 1, I I I "I I � � I ,. , ­ 1: I I I -1 ��, : , � 11 , I �, .1 I I I 11�11. 1, t�, � ­�­ " , , , - ��' � I � I . I I ,� I I " I I I I'll '"' I I t, � , - . ,� I I - � � 1 I I I -1 , I I . I I . I I I ,:�, ''I I � 1, � I I I . 11 I � 1. � I I ; � � I I � I � I I I I I I , I I I I . I I I I 7 I 44 i , , , - . � " riot Angles to studs over base i " th 8d coa -h , I � layer wi , ,ted ' I I � - ", Wig 9% I . � I I I I 11 I I *- 11 - I , 11 ", . I � ", , I , 'I �, . 4 1 1 ,., I I `�11 � _: % I � I I 'I, , I I I �� I I I � I I _1 I I I I ''I I . . I � , , One". 61411 - '. ,: .. I � I I , . I � , . I I " I , , I 11 Th 1, 1: � I 1 I I 11 I � --Typo,ZC-�_, i__ 11 1. 11 I I I . 1� ­ 11 1, I JEllastizell Corp. of America , L I 1 3 spocifice , I I I I I � , 'Subfloor 23/32 in, thick"p, -1-0 I I Ing- lywodd min grade ­Stsndar0­ conforming tO'PS � � 'I, ith I Jn� -, I I I I , � , - " I - � : I '' t, il, "''i , ', r I ­ ", I � � 11 � � �', � , �,,,;,,,i-�, ", � ::, ,� ;___ � _,�,,� �, I 1 I I � . - , I , I , I , 'D,t I I I , � I - I - - _":', , , , n and I ,,, TSo. -S-775: 'S ., .W # I , � , _ 11 � I I 11 I I'll I ..; � I I 1. e � I I I I I I 1� , I I I I � ` I � - ''I -, I" I , , 11 I - I I �­ - I � �. I I I "I I � I 1, I I I I 11 �, I � � � I 11 � � - � I � , I I I . , , /­� : I , I -1 ,� � I 11 ''I ­ t. I I �, �', I � � I - I I , I I ��, I 1, � I I I 11 I . I .1 I � I � 1 ,,,,, I , I I 1� I , " I I , "I � I ,; , " ,� _ I I � :,:, " ",_ , I : , � . I � I " I � I I , � I I , I 1, I I I I 11 I I � . I I I I I I � I � I I 11 I � I � I 1, I I I I I I I I . � " I I � long "03009, -1 b 'sho(ok.1/4" heads 00' , C- Stag , � , I # � C' , gor�, joints ii* o.c. I I t - , . t-- studs 16"' each layer and Ode. Sound t6sl o.c. and wl h �od�w I , � � , I i - I I I , , � I , - , : � � I I I I I I �, I A, Oro)( 019, t: 12''ps %, "I I I I I ,i 1, 11 I I'll � I , I . , p . W f ­ , 1 I - I I - I I I I . I 1 ­ I I I I � tions,'Fato grain of ply' dod to bill Ic Owed. � 1111­� 11 I I ,erpondi ular to the joistsivin � rw joints stsio I - ' ' I I %, I "I'll 0 --Parallel cho n , m� I I 2. Trussels, rd tro � . I I , sets spsc*0 a max 24 in. O.C. fabricated fro ' in om 2 ti� 4 in, tu I I I �_ 1, ',A I I I I I ; . 11 I . I I I � I I , ,;�`,�, ,::�, �� �,,,,�` - , I. It 1", ,� _�, � I ,,, , 1� " � ' 'i t �', , � �- ' t,­,­� 1 _:�, r�t �'� , " "I , I � - �, 1. � I t'' 1�11 �': � .11, 11 I , I -1 I � I I I I I � I , - . , I . I I I I I � , nic % I ''. �Zi ,,.'coated. I . � I I 11 I I I , 11 I I � I �rAig �', , '" I 11 � I I I I I . I I I � I I � , , I " - � _ I I I I I I 1, I'� I I . I I � I I .11 I I � I I � � � . I I '­ 1. � - I - I I I I I - I I , � I z , , " , - :� I 11 � I I , ­- I :11 11 � � I , I � � I � � , � 1, , _,� , . I - � I ��, I -, � � I I , I I I z� ,,, ; 1�'_ 1, I " , - � , � - . I I I I,— I � - , I I I I � I � I I I I I I . 11, I I ­ I I - � I I - - I I I I I I � I I I I I I I I 11 ­ "I . I I , , , � � , I , 8111�4) I - nalls for,ba",layer 06ced',61" ­ I 01, I I I � - I 0�(IiktS)tISEA , , I I . , t, . - I I I I , 1, - I I I I I I I - "7-74 . - .i I I I - I I I , ,_ I I I I Fire Test: W P 360 1 I _ � I I I , I , , , ' 11 11 - I I � I 1 _* I I . ii Sound Toe. tq 6' " ' i' 023 3, I I I I , I bar with -lumber orierntattid either vertically. f2A� or horizontally (20), Trust members secured I � I -stool trust platssl� File I tea i"lude 5/ . I S� im: Ionia ta4*:prOj4kti , I : , to with No. 20 MSG,S*lv I I no � � 'go I I . I r I I , thof irs4scing The looth, in other modefrom � . I I _-�_, ,,, , � r 'I'll -1: , , .� "'� I ",_, I ; It, , 7 " I . I , , '', '' ,,�­, . �,­" - " � ,� ­` , I `�` �:�"­�',,­ - I I , I : " il" Z. p -;�_'� � �, I Ir �, , 'S M2 3 1 io._ Copper Tubing ,,, Ty es K , L '', , 11� , , � - I P , 11� , " , , I .1 I I � I � I I " � , I � ,�! I - �e, :1 1, - , � '_ : '' r'. 1, 1�i � � . � �11,; � " � 11 , I % I 11 ", .11 I I I- . I t I I 11 , 1, - "'� , I "I , , I I 11 ­,­�­,, I I 1� � I I'll I - � , , - �1 I � I I I 1� I I 11 I I I I � I I I I I I . � � I � 11 " I I I � I I I I I I I .1 � 11 % I I I I 11 11 I � 1, - I 11 : - �, I I I I I I I ''I - 11 I �� I I -1 � 1, ,� I .1 I . I I I I , 7 1 I , I I I I I I I I I �� �, " I I I I .7 I I .o, , I I I It . . ,- I I I 11 . 1� 1 1 1 � I 11 , I � I 11 I I 1 1, I I I I � , I 1, I I parpondicula, to 00 plans ,Of the plate, *is P* oath , �"' I , ,tie* il� chisell, i on its Outside ; the some, punch creating a split tooth " plate. 6th tooth point A I -, �, I , I 1, � i � I I I , , , , e � ,-�, -,_­,��,,, 11 , � " I , ; i -, � � " I" � , �� "Ill � �, , , , � �� ", � ''I I 1� �,- " - _: � ,� 1 � I I I ­� ", , I I 1, � . I I 1, - I , I __ 11, - ' I I " . Alft � 141. , I . I I I., I i m I . d X,- �, I � I I . " � I I , I : L� , I � I I I I I � -1 , I I ­ I 11 % I" I I I � � I 11 1 r I I I � I I - I - I I I I � I I I _; ­ �', " I : i � I � I I � �' ' " � '�, r ,_ � : I 11 11 , I � I � I I 11 � I I I I ''I � lly� I I . I I ''I I � 11, I . I I � I I 11 , I I I I I I . I I I I I I � I I . I I I- - � I , I .,� I I I I I I " , I I � I � 11 � I .J 11 I I � � I I , I I I I , , I __", -, � " I I I � I :, I I I `,.111�, I I , , , I I - I I I I I I I I , , I " � ,� I '. I - 1 71� - � I I I I , I I I � � - I I , I I I 1� "I I . " � , � � I I I I I I , " - " I - I I I I , I I � I . t , I � onoill, 0 for each pelf. The - ,top hoff I edge, with those points being di" , yi app**IW firom sio0iii'vith - , I � - I , � , I . I _ I I �_ I , I , ;�, , � I _:1 11 , It I . �, ,�� ,,, � I " 1� 11", , , , � �' �e :� 11 I 1; ", � I _� , �1' - 1i 1, I � �, , ,� 11, � ­'�'11_" , I I � , , : , F. 4 I . I I - I I I I " I , I . . - I I I 1 -304: Col?Rer I . AST141 S draina e Tubin 9- �� I I I "I ­�_ :, , : I 11 , I I -1 _11�­ I. -I, ,� � I , I I 11 I '', 1, - 11 11 I I � � 1� , I �, ,_ t, L � I I . . 11 I I I , ­ � , I I . "I " 1: I 1, I � I I � I � I � � I , . I I I I : I I I I I I I I I I I I I I I . I I I I I I I I I I I I " I I I I 11 t I I I I I I " I I � % .,� . I I I , I\ I I . I " I I � I I I ­� I I � I I 1, "I � ­ � "I . I I I I I 1: I . 11 - � I � . I., I - I � �, I I ­ � : _,, , I I - I . 11 I � �: �� , 11 i, 1, I I I � � I I � - I , , %� I I I I , 11 I ­ . 11, I I I I 1, I I . I I 11 I I I I ei , ', ',, - of each tooth has'& twistfor stiffinessi.Th ps, teare, repeated on approx 7/9 i contort with I I I I , ,,, four rows of'te4th �per in, of plaie width., . ' . I ; M I � .1 1, I " � � I � � , I I L I I I I - �, - 11" ' � , ­',�r ., i", , I � ­I �� I �� . "L " , � . � , I I , I _ "I ­" I I I-' -1 _ '' � , ,:­, �,,-� _,� �_:z,�', '� -, , , I �� i, ', - � ;" I �I � I 2 *I � t� by 1, � � � See,sechanical -drawings (provided � I I 11 � I � � ," I ­ I . . � I I I "I I I I I I I I I .� I .11 � - - I I I I - , I , :t- , " � ,�, I . � I �L'11 - I 1. I I I - I � I ,: t � 11 I� I , I � I _ ­ ­ 11.1 I I I I , - I I I 11 I �, � 1, I � It � 1 I , - �: I I I I � ,.� I.. I I � I I I I ''I t I � I . I % I I I I I � " I I I I I I I I I � I I I 11 I I � - I I 1. � 1� I I I 11 I I I � I � '', I i, z " , I I � I 1� % I I I � I I I I I 1, I I I -I. , - � I I I I I � I I � 11 "I - I '� I . I I I - I I I I . I I 11 I I , � I I I I I I I I I � 1, I I � � I I - I I I � 11 11 r' I I I I � � 11 I I I � I I I I , I .11, I � ,�_,. � � I I I I I 11 ­ It, - ; � � ''I I I 1, _: I ,- , I I " I I " I � I � I , I I I ,� � I I I I � I I I I I I 3. Furring Choininola--Forinod of No."125 M$�G� gotv steell totted ,24 in. 0,C,. perpendicular, to, , I � , � I I I � , - , I I -, I � I I trusses. Channels secured. to trusses, wiih�'do6ble strand of No� 1$ SWO igaiv stoat wife, ,,, , . I I t , I . ''I ,, I'll '. I 'I', - �, � �". ''I , � , I � �, � 1�. �', , : i, - _, � � � I � , 1�1,1t,tl , """ I i 1 , �1: � � 11 1�11� ,,, i", � I 11 I I -o . I I I , I I I I -1 I " I otherilfs) -for complete specification,and � �� '', . � I I I � I � I I I I "� �, _', ­ I 11 I 1. I I I _._� I I I . � _�� , 1, "" _ I., - I � I I I , : , I ,- I 1. 11, � I I . I I " � I 1. I 11 � t I I I . - I I I I � " I - I I " I � r � I I I I I I � I I I I I I I I I � . " . � I I 11 - I � - I � I 1. I I I I I I . . I I I I I . I I I I I " I I I I 1� I I 11 I I � I \, ,� , - � . I I I I , " I I 11 � I I � I I I I I I . � I I - ,- � I 1, I % I I I � I 1-1 I I , '' , I I .� I I I , L 11" I I'll I � , I I I I ,� I I I I � � I I � I �� , , I I � � I 1� I I I I I I ­ , I I : I I I I I I � ,� I I I e I I I I I . I I" � I _1 1, � I I spaced 40,,. n' C.C. Channels spitted with adjacent Piecii oveiiapOed 6 in�' d�tied with do , , , I , i � U. "I I ' an I , , I - I I I I . � of I ­ I It �1, I - �blo strand.of No. 18 SWG gaiv steel wire at each end,of overtop. '' - I I I I "I - I _1 1. , " I , :1 ''�, I I I I I , . , '� I , " "I , t -11 I " II I 1, t�� � � , "� I ­', �'._ " : �, - - I . I I I I I � � I I : I I design information. I 1 11 I , I I I I I I I . I , I . �, I I I I : I � I , I ''I I I I I I I I I I " I . ,� . �, I I I I I I . , I � I I I I I � I �! � � 11 1� , � I 11 � � I I � - I , , : I I I % I I . I � I I I � . I I I . I I � � , I I I I I I I , I . I'll I I I I �_ . I I � 11 r I �, , I I "I I I t% . I I I I I ��, , I 11 _: I � I I � , , I I . I I I �, - I � � I I . ", , - , I I � I � I � - - - , � I I I , � i, '' I 11 I ­ I - 11 I I I I I L I I 11 I I I I I I � �, I , .1 ­ I � I I ­ I I I - -I' I - I I I I , " . I , 3A., Resilient Chsinnals--i(Not shown�-As an alternate to Item 3-Foery4d' from No. 26� M,$G gahr �, " , I 1, I I , '�, I steeli'sp -i'dicular-to trusses. Channels secured to trusses wi , th Typo ,aced 16 in. O.C. peroei I � S, 4 - , �, , ' , I , I ,� " , - �. I � If, I � , I 11 , ­ I - . � " I - �_'­ , ,I I I - , 11 � � I I I ­ -1 _1 11 '. I . ­ I- " I -­� '' I - - - I I I I I - I 1, I I I - I I � I I I , I I I I � I I I .1 I I . � I I ''I 11, I I I I 11 . I I ­ I I I - I I 1. - . ,�' , I � I � I I I - 11 I I I I I 11 I � � I 1 I % I I I � I � � � ��', I 11. I .� I ,� �,� 11 I I � 11 I . I � - I I - ,1 I- 11 I I �� I I I � I � ­ I I . p I I I I � � I I . , ­ I I I 11, I I , , I I I I � I I 1, I I I I I . I I I I . I I � I I . I I I I I � I I � I � I I �_ � I � I I I � I .11, I I - I I I . I .,. I 11 I I I I I - I I I . I " I I I I �� I I � � I I I � I I " I � , I I I . � � I � - I I 11 I I I I il , I I I I I I I 1, I . I I 11 . � I . I I 1 11/4 in, long steel screwi spaced 24 in. O,C, Charinols overlapped at splice 4 in, - ' , , - -, " � I I I 1 4. Wallboard, Gypsum* -5/8 in. thick, 4 ft w idiii, Sheets olt wallboard installed with long diman!� ", -1 I I � 1-, � I I I I 11 - I . I , � 1�1 I � I I I I ­ I " I .., � I � I �,�, , � � � � 1� J I , �,_ I � ,� - I . - I . . I I I I � I . ­ I I � I I . I.. I - I I I I I I I q I I I I � � I I . � . � I I I " I I 1. �, - k 11 -1 � I I '� , I I I I I 1. I I � I I � - I I I I � I I I - , I , 1, I I I I 1, I ''I I I I . I 11 � I ". , , : ,:- �, � , ,,, ,,,, I 11 I ­ I 1, 11, I � , I I 11 ,� I . -1, I �11 I I 1_ I . � 1, I I I , : - I �_ I � I � I I I I I � I I I I I I I I I - . I I I I I 11 I . I I . I I " " - I - I ­ I I . I I I 1, I I I I I I . I I I I I I I � I I I I �, I I I � I I , �� e I , . -, - � I I I 1. I I � I I 11� �, �, �, , �:, �, I I . I I - i � .1 . I I -11, I I I I I I I I I 111�_, i � , I � I I I I I sion!perpondicular to furring or resilient channels wi � t w I h I in. tong, w , allboard scre' s spaced 12, ,- , 11 I � I I in. O:C.-and located a -min 1-1/2 in. from side and end joints.'At end joints, tw . I , I I * 0 furring or,re- . I I 1. I , t"', Ili _�, , I I I � i �_, 11 , " � ­,; I � I I I I I I I '11 . I I I I I I I I I I I I I I � I , I � e , ,, I I I I I I . � I 1, � , I I I - 1, . I - , 11 _11- I I , I I , , I , I I I ', I . I � ' % I 1, � I � � � I I . I � � I I I I I I � - � I I I 11 I I �� � , I _", � - , " , , I I � I � - I I I , I ___ I . � I I I I silient channels are used which extend a min of 6 in. beyond end of joint. I 11 1, " I 'C, 11 . , �, I � .... .. - I � , I . 1, � I I � I I I � I , I � I I I I I I I . I � I I I I I � , I I -I: . I , : � L � , � I I I � I 1, I I I I � I . I I I I . I � , t I I I - I I I "I , , I I I 1 � � I I I � r � I I I � I I I I I I I � I I I � I I � I . I I 11 I I I I I I . -, , I � I I t� I I - � I I - I . I I ' I I I I � I Canadian Gypsum Co_Ltd.-Typo I I I I I I I , _11 - , � I I I I � I I � 1, �_� � " '_ I I j" e, " " " " :, �­ 1 , � � I , - ,, I � I I i �:, I I I I 11 , I I I 1, I I I I 11 r I , � I -1 1. e I I � I �1_ " I - I 11 11 I I I � � I I I I I I I I . I ,1 I I . , I I I I - I I I I I I I I I I I I I I I � I I I 11 I- I I I I � I � I I I I I I � � I I � I � ,�_ � I I I � I I I I I . ,, I I I - I I , 1, 1�__�-�' , I :1 � I � I I t 1� '' . I I � 11 , - I � I - � ; . I 11 " I I Colotex Corp.-Tyoe,FRP, , 11 I I I I � I I I I I I ,Kt ,1 1, � , I - - , ", I 1 , ­ 1, 1, � . �, � , : 1"� :, % , - ­__ - I . � , , , ,,,� , , , , , � , t � ,z , - i, , ":� � I- I t � ­ I I I � I I 11 I � I I ''I I I I ; . � 11 � I I - - I - I I I I I I I I I i t I I I I I I 11 I I I .1 �, I I , I � I I � , , . I ��: - I � ,,, 11 � , , , I I I I I - I 1, - I I I I � , 1, - " I � I I - I I � 1 � , 11 I I � �_ ­­ I ,_ I 11 ­ . I I , I I I . I - I � I � I I � . � I " - I , I I I .", I I 11 � I I , - - I , 1, �'. 11 1 I I . ­: , � : I � I I I I I I � t, � I I . I I 11 I I � , 11 I I I I . I � I � I I I . . I I I I I I I I I . I I - I I I I I I 1, � I I . I I - I I I I I I � 11 � , - 1, I I I I 11 11 I I I " I " 11 � I I I I - I I I I � . I . I I . I � , I 11 I � " I � I I � I � I I - I I , . 11 I I � I � I � '' I I . � I I I I � I � � I � I i ,� I " � I I I I I � 11 : � _�_� - I " I � I I I 1, I I I I ,,� � ,�,,­; I � I ��, , � I - I � I � I I � I I I - I I � I I I I I ­_�,_ 11 I I "I � -, , I I � I I . I 1� � I 1, I . - � - Gypsom-Type, 5, 1 � I I ''I - I . 'r 0ornter I '' I � I I I I . I Oicirgia-Picific Corp.'GyPsurn Div.-Type'GOFS-C. I I I 11 I I ' � - " 11 .1 I ,�, � . 11 - - � , , I � ­,,�;,,�, , 1�,_,� I I - � I I", I I I � � 1. I I I - . I I I I I - I � . I I'll I , I I - � I I I I I I I . , � I I I I I � � I , , � I I � I � I � I I I � 1, I '1� I ''I I � I I � "I I - , - I I I I I I - , I � � I I 11 I I I I I _ I I I . I I I I . I I � . - I I I I I I I ,I I I � � I . . 11 I � I I � - I I I I . � : , � I I L . I , j % � 1, , I I I I I t , � I I ,­,_:�__1 1, � I I " 1 I � I I .1 I I I � - � I 1� � I � 1- I , , ' I I I , . I � -Gold Bond Building Products --Typo FSW-G % � � I I . I . I e ! I I I I � I I I 1, , - '� ,It I I 1- I , 1 "I � � I - I : , , ,�� ,� . �_ , ­ , I I I � . � " 11 ", i., -1 �z , � � 11 1: -11 11 , ; � �' 11 -- " , ", I I ��, � I - .11 I I I 1 � I I I I . I � I I I I I � I I 11 . I . I I I I I I � I I I I I I I I I I I - I I % I � I I � I � . I I - I - I I I I I I I 1. I I 1, I I - � I I I , " '� , I , , , I I I . , I � I !,: , �' , � I I "", . � ­ " : t, 11 ­. 11 � I I I 11 I I . . I 1�,� I 11, I , 1, I I I 1: ;", � I I I I I � I I � L I I I I I � I 11 I � I I � I � 1, � I I I I I I I I I � I I I I I I I � . I I I I I I I I . I - � I I � I I I � - � I I � I I I I I I I . I � , I I - - I � � � I � I - - � I I I � � I I I I I 1, I I I I � ­ . 1, � �, � I � I -1 1 I I I I ­�� I I � I I I . : ��, , � ��-� 1, I I ­ � I I - � � I - 1� I � " 1, I , , I �­ �_ I � � . � I 1� 11 I : , � I I . I . � I . I 11 , ''I '.. 11 . , � i 1 1�� ", � �- �, 1, ":I , � i , - I I ­� I 11� � I .1 I I t 1 I I I I I I - I United States Gypium.Co.-Types C�FCC, or IP',X2, , I r I I , . , I 11 - I _� " I I - , I , I 11 'r, I � 5.,Screwr,,� Wallboard -1 in. tong, Type '$� 4/64, in,, diem, self -drilling a d ' � I I "I n, self-ta' 6' I I I I I 11 imig, ugle, � r I , 1, , .1, , I I I .1 ''I " : , I , , , I. 11 - il 11 � 1, I , I I "I ,� � _ ..: , � � " �Iii "; , �� � I I , I I I I I � � I . I I I I I % . I I I � I I I I � I I . I I � - L I I I - I I ., � I . � I � I > � I I I I 1, � I t,�. I I I I I 11 I I ­ , I I I I I I � I I , I I I— I . I I I � 11 � I "I � I � I I I I I -, . I I 11 . I , 11� I �' � � . I ''Ill, � i " - I - " �­ I I I . I � , I � I I � I . � I . I 11 � I 11 I I I 1, I'll I I I I I . - I I I 1� I I I I � I I I I I I I I I I I . 11 I I I . ­ . I I I I I I I .1 I - I 1 I _. I I � I I I - I I I I � . . I 1, I I � � I � I I I I ," 1, I I I I . I I I I 11 I I I , I I I I I 1� 1 , - � , , . I � I I I � 11 �' ", �1� , ,, �,� , � I I � - I - , , __ , I I I I I 11 ,-, - .,; � �' I , . I . I I . - , -, �_, � , ", , _t - , ­ I , I I . v , , , � I � 1-1 I I I I I , I I - I � _: . � , head - 1, � 11 I 11 I I � I " � I I � � t% _ I 1.11, I - 11 I I � I ' ' ' I . I . 6 Finishing System ­­INot shown),-Pipar tape embedded in cemerititious compound over, joints, , , I I 11 ,-� I I , t�, t I'� I ­ I 11 I � I I e ,:" -1 I , I , , 11 I I I I 1, - � � 1, 1 , . �, - ,� I :, I " I I I 1 I 11 I I I I � I I I .11 I I I I I . I 11 I I I " I I �_� ,I � � I I 11 I % I � 1, "I I I I - I I I - I I I - I , , I I I I I I I , I �, I I I I " I I I I � I I I � " , " I , I I ­ I � L I I . I I I I , . . I � I I I I , I , - I � " L , " ; v - I 11 � I ': , ,� I , I I 1 I � I I I � ­ , I I I I 11 I � I I I I I .. . I I I I I I I I I , I % I I 1, I I I I I I . 1. I � I � I I I , - , � I I I I I I I I "I - - I I I I I I I � I I I I 1 , I I I I - I I I I I 11 . 11 I I I I I I I I i I 11 � 11 I I I I I , " I , I 11 - I I I �: . :, � I I I I I I I I I . I I I __ I I I . I I I � , I I . - 1. I I I � \,-, - � " � , 11 I I I .% -1 � . - I t" I "I - , I � . ''I - I � I I I 11 I : I I I I I It, ,� :, , I � 1, - I I , 1, I , � I I - I I I I 11 I � � � I I I I I : " I I , , 1i 1 I I ,� I -, . I Min edge$ of ornpou I c nd feathered, out. and exposed screw heads covered with compound. As. � , � I : -, , 1. � I I - I I , an alleirnate,,nom 3/32 in,ihick veneer plaster may be applied to till __ I I I entire surface of gyr , - I � ,� I 1- _�- I � - I I I I ,1 - ,:1 � , ,,, ,t,i': I" '� I .� , , , " � "', � 11, ''. I - I I , I t �­­ " , t " - '. I- , - - I I � I � , , . , ", 11 .11 I I . I I I I I I I I I 11 I , I � I I I I I I I I I I I I I � � I . I ­ � . � I - I I I I . I � I I - I I I I I 11 . I I I I I � I I � I I I 11 I I t I I I � I " " I - I I � I � _­ I - � I I 11� I I � � t . I I I I . � � � 11 ""I � I �1, I I - I I � I 11 I I - I . I I . � I 1, � I 1, I I 1, - I I 11, I � I , I I I I I -1 � I I I I I I I I I I I I I I I I I - � I I I I � � I I I I I I 11 - 11 I I . I I I I I � I I I � I I I � . I I I I . � I I I : 1. % I I . � I 11 I I I I I I . I I I I � � I I I � . '. � � I I I I I I 1-1 I I I � � I I � I I . I � I I I I I I ol - � I ", I I I I I I I I 1�� I . I I I � I , , ,; I "I I I I - I " _-,, ��­� _­ _­ I I I � � � . ": � I 11 I � � I � I " � ,� __ ''- . I I ", I , I , , ", ,� , , � ,_ e I I I � I 11 I , 1--, '' � I 1 I I � � I I � . I �, I "I I I 11 I 1, I t,__ 11 I I � I I 'e, , I - I , I � 11 sum wallboard , I � , I � I I ,/, I I I - �1, I - -, - I I I I ­, I � :1 . ­64aring the UL,Cjassificaticin Marking I - I ,, I I . I I I � I � �, - I � I I I 11, 1, i I I I I 1 � � I � - � , - I I � I I I I . I " � I � �, -, , �, - 1, - . I 111� , . I � 1. "I . 11 � � I -1 I . 11 I I I I I . I I I � I I I I I I I I I I � I I I I I I I I - ,� I I I I I I I I I - I I I I ­ I I I L 11", I I I I I I 1, I � �, I I � I I I 11 � - ­ I � I 11 I I " I I " ; I --­_ I I I � 1, - I I I I . �, , 1. I I I � � � I - I I I I I I � � � I I : " � I" 11 I 1-1 ­ 1, I I ­ , � , ,_ - I I , , �­ -t " , - � , I � I I . -1. - " 1�­ . I , , I I I I I � � I �- I I I I I � I I 11 I I � . I I " I � I I I I I 11 I I � I - � I . - . � � I I � I 11 I I I "I I I I I I . ,�, I I I I I � � I I I I I I � I �, I � - I I I I I 1 I I I I 1. I I I I I � I I I I � I � 1� I I I I - I " � � ­ I I � , �,,,_i, I I I � I � t, I I � I 1, I I I I I I I I I I I I I I I - �. 11, � � I I � I I I I I I I � 11 11 g � . 1-1 I 11 . � I I I I I . I I I . I I 1, 11 - I I I � I . - - I � I I - I "', - " I � � 11, I . I I �,_. " I I I I I � � I I I I I I I � 11�1 _ � , ,,�, 11 11 "I � I - � � I "I I I I I e I . � 11 I I I , , "I 11 �, : "I , I . - � I 1. I I _­ , I- � 11 I -1_______t1 ­t � - I I I - � I I I I . - I i, � 1, " � I I - �-i : �, _�, I � I � 11 I I 1- � � I L I I I I " ­ . I I " I I � � I t � , - 11 " I I r I I � I _ I I I I I 1, I I I I I 11 I ., I � I . - I I "I I I I I 1 - � � I , . "I I . I I I � I � I 1 � I " I ''I I I -i I I ''I I I I � � I I I 11-1 I I I I I ­ � 11 I I I ��,,, - , I I 1.,;: -, I I ': 1� L I I I 11 � I 11 I � I I " I I _�, I . I I I " I � � I I � I I I � I I I I � I � I - I . I � I I I � I I I I I I , I 11 - � I 31 I I I . . I . I - I 1 I 1 I I . � I I I I I I . It. I I . I I - - 1, I I . I � I I I , I I I I � , I � I'll � . 11.1 I I I I I I I - I . I I I 11 I / I I � I I - � 1i I � I � I � I I I I � I � � � I I I ; 11 I I , I I I . I I I � - . I I - 11 I I I I I I I I I I I I I I I 11, I I � � I I � I � I I . I I 'L I - I I � I !, � I � 11 I I I I . � � _11, I I I I I I � I - , I I I I I I I ,,, " I I I I .1 � - - , I . � I � I 1� " I . " I I I I I 11 � I 1�1 I I I I � I I I I � 11 I i �- �� � � , � I - , , ; '' I , 11, " I I �, , I � .1� ': � I � I , I � I - ­ , -, � �_,_ , �, I 1, � I - I . I ";, I � - , I _ 1, I I : 11 I 1, . � __ I I ''I I " ,; � � � I % I I I � I I I I � � . I I I . �, I " I I I I'll, I I I I I 1� I . I � I � I I I I � I I � � "I ''I I � I I I I I I I I I - . I I � �, I L . 1, � I 11 I I :, I I I I I I 11 � I �, 11 I I I I I t�­ , , I L� � - - _ �, I . � , "I I I., '-1 I I I I � . . .. .-, . I I 1, � I I I I , � " I I I 1� I . 7 I I I I i - I I I � ,� � I I- . I I _ % % 11 , " e 1, " �_ � I � I " ". � I I . � I I I I I I . I I I I I � I 11 1. I I I I I I I I I I I I I I � 11 � � I 1, '_,��, I - - I � , - I I 1�_ . I - t , � I � I I I I � I -1_1 I I 1, , ", � I I _1--__-_,_ I I I I I � I I . � I I I I I I - " I � I " I I . I I 11 1 i- I � , I . I -,­� � � : - I 1, , , � � ��,, � , , - � , . � � I � . , � - I -1 I I I 'I', 1, , ,� � I I : � I I I I I , - I 11 . I I � I 11 I .11 I I I � " � I I I I I I I I I I I ­ "I I �, I � I I I I � ­ ­ I I � I � -1 I I I I I . I � 1, �� I � I 1. t I I I I � ­ I I . � I � I " I . ,. I "I . . " ­ I - I I - I , I I I I I I � � I I � I I I I I L I I I I I xl� 11 I I 11 I , 11 I o i t, , I I - I . I I I I 1, � I I : , , ; , - -1 I � 1, ; . I � I % I I ''�, , I I . I � I I I � I I I 11 I I � I I - I � � �� . I � � I - I I I � I . I I I I I I I I I I I � I � I I I � � I I I I I I I I I I I . I I . I I I . I � I , I . - I I I � I I � I -7!.", I - � I I � .,,_­� I I I I I , I . I.- I I I I I . I � I � I I 11 I I I � I '', I 1% I I . I -1 I - I I 11 I � 1 1 1 , I I - I I I I I : I I I I - . I I " I r , I - I I I 11 � � I ,�,� ------ -, ___� � % . I I I � I I I I ­ I I �,�:__'. __ I I � ,-,_ - I I . � I I - , -Z -'r., I %il I � ­ � 11, I 11 � ,,-' I I � I I � I I I I " I , � I I I - 1� � 1%, I 1, I I I I � I I I 1� I � I . 1� - . ,'� I 1, I I I . I � I I I I � I � . I . � I . � I I I � - - - . I L � I . � I � I I I I I I I I I I I I I I I I I � " . , I - � 't . I 11 I � I I �- � I -1 I - I , � . � I � I I ,� ,'� , � 1, I ,� . ­�, I I I , � I 11 - I I I � � t" - . � I - , � 1 I � _ I , I I 11 �, I � I ­ I - , , . t, I i �, � I , I I I . I . , " , :_ � � �, 1�', 1� I 1, i I , . � I I , - . - I � , . � I . I I � I 11 I I I �, "I I I � I "I I I - I I I . I I I I I . I I I I . I I , � I I I I I I I I I . I I I � I . - , I I I I I I I I I I I I . I I ­ I I I � I I - I 1, I I ,. I � . I � I � . I � I I I I r I I I I � I I I . I . - 1 �1, I I I I I I I I I 1 I : I I I I I � � I - I I ,� I I I I I � - I � � � I . I I . �- I I 1 I - I I I I I I . �� I -, 11 I . I I I I I � I I 11 I I r I I I I I � � I I I , I I , . I I I I I I I I I I I I � . I � 11 �� . I I � I I I I - I I � I -1 I I I I I I � � I I I .1 I I 11 , � I I I � I - I I � "I , �, � I � I I 1% I r I " 11 I I - I I 1, I I I I " I I . I I I I I I - �, I � I 1� I I I I � . I I I L: I I I � I I I . I . . ., I 11 . � I I I I It I :, I " �, I " - , " I � I I I I I " 1 . . � I I I I � � I ,� I I I I � I I I I I I I I I � I � I � I . I I I 11 I I I � I I I � I I I 11 I � . I � I I � I I 11 I � I I 11 I I I � I I I I � 11 � . , I ­ I I I . I I I I . I I I I . , - I � � . I I . I I . . . � I � t � � I I I I � I . I I - I � � 1, - I I I I � . I I I I I I I I � I I I � I I I � I � I I I � I I I . I 11 I I I I I I I I - I I I I , 11 I I I 1, , � I I I . I I I I , � , ": I .- � I . , ,- . I I I I I I I . I � 11 1. I I I I I I I I � I I I I .1 . L . . � .1 I � , I . I I - "I I I I I I 1, I I I I . � I : . I I ­ . " I - I I : � I 1� ­ I I I � - I . I - � I I 1 , . I ­ I I I I "I � I , �, I I 11 I I I ., I I : I , I I I " I . I , � , I � I I I '. I .1 I , I I � - � I'll, I ''I I I I 11'' . � I I . I I I I I I I 11 I . I � , I , , I I I ., I I .1 , I I I " e I - I I � . � I ,,, I j � 1, I , , I I - I I I I - 12 1, I .'' - . I I I I �, � I I I I I I I I . I- � I � .1 11 - I . ­ I I I I 1. % ,�, I I I I I I I I � I I I , " I I I I I 1, 4 " " I I I � I � I I � � - I I I - " I � I ,. I I � � , I I I - , I I 1 '�' I .1, I I . ; I , � � I I I I'll'', � , I ,� I I I I 11 , � I I 1� 11 1. � I . , I I I � I I I . I � I I 11 I 11 " � I �111 I � - I I I I I I . � I I I I I I I I I " - � I I I I ,� I I I � , I I � I I I I I I I I I -,� - I I I I I I I I � I I � � I I I , � I � - " I I . I 1, I � I , �, . . I - I I I I I I - I I -, I I I 1, I I I I � 1. � I I I I I - % I I I 11 I I I'll , I 11 I , I 1, - I I I I � � � 11 I � I I I I . I I I � � � I I I I I I , I I I I I I I I I I ­ I I I �1 � I", � ,� I I I � ." . I � I I . I X I . I 11 I I , :1 I I . I 11 I 11 �, � I I- I I 11 I 11 I I I I I I � It � I I I ,­ � . -, , � 1, I '' � I I I - ,,, I , li­ I 7 _1 '] I 1� _ I '� . I � " � 1 : , 1,� 1. I I , 1: 1, I , , I I , , I , .� I , I ­ I , 1, �� , �,, I I 1 1 , I I I I ., � . � ­ I 11�, - � I I I 11. . I 11 I , ., I ­ I ,,Ic I � " , I I I I I I I I I I � I I t, - � - 1� I I I � , � i i, �, _i�qtz 11 - I � . I I I I I . I I . I I � I . I I I I I I 1. � I I I I � I I � I I I I . � I I I � I I I I � I � . , I I � 1 1 1 1 �� , L � � I I � I I I . I 1, I I I I I . . I I I I le , I I I I- I � � I I �, I I � ,� I , I "I . I I I . 11, ,�, ,,, . I - I , � � I . L - I 1 '7, 1 1 11 �, I I I I I I - I I ,. _�,� I., � , ­ I I I � 11 I ,, I I I � 1, � I 1, 1, I i, I _1 � . I I � � . I I I I I - I . I I I � I I I I � I 1. I I � � I I � . � " I 11 . I I I I ., I I I I I I � I I I I I � � I � - 1 % - I I I I I . � 'I'll " I � � I I I I I I I I � � 1:1 � I I I I I I � I I I I I I I I ;� � ,� I I � I I I I �. I I . � �. I , � I I I � t I I � I . I I I I I - I I I I - I �, I - . I � I � I I I I � I I I I I . I � I I I � . . - I � � I I I I I I I I I I I I I � I � I � I I I I I I � I , � I I . � - I � I I � 11 - � I I � � � I I I - I I � I I I � I . I I � I � I I I � , I I I ­� . I I I I 1. I I I 11 I I I . I I I I I ,. , , I � I I I , I � 1� I . . I I I I I ­ I - I I - I r I . I 1� I I - ., � � 1 2 11 I � � I I I I 11 I I . . I ,� I " , I I - , � I I �, " I I . 11, I I . I t � I I ,, . , � I I Z, I . I I I I I � I I � I f I.", : - I 11 I I I 1. � �, , I I . � - I � I - I I . I r �, �_ .. � I I I I I "I I . � I I . I I I . - I I � I I � I . . � - I � I ,o I I - - I I I , I I I I I I I . I'' I-, " I I , � I ­ � I 1, I I I � I I � I I , I I I � I � I " � I I I . -1 � I � I " � �' - I I , � 11 I I I I I" � il,l I �, I ''I � � . � I ,� � I �, � - , I I 11 1 � I � I I I � , I 1, ­ � I I , I 11,� � - I I � . ­ ­ : , t,: - , r I I , � I : � I t � I I � I I , I I , � . I ''I , I � 1, - I I I , , , I � I I I I I � 11 , I I I I I � I , . I - I I 1, � I � - I I I , . I I I , ". I , �, - I 1 I , . I I I I ��� ­ I , I I ,� I I 1 � � I . I , , "%, I � I , 1, 1, I "I �, I � I I % I �� I " " I . - I 1: � I 1, I 1, r 11 .� �, I I I I . I I . I I . I ": I . I - I , I 1� ''I I 1. I - I I . � I - I , I I I � I - � i � I - I I I I I I I � � I I " , I , � I I I - I I I I I I � I I I , I � I "t I I I � � I 11 I I r ­' � I ­. r. . I I I I I � I I I I I , I I " I I I I I I I . , 'I, � � 11 I I � I I I I I I I � � I I r I - I I I �, I - I I - : � I 1. � , I I � I I � , I � I I I I I � , I , I I I I � , I � I I 11 I I - I I I � 11 � I ­ I I � - . , I I I I I . 11 I I I 11 I I ,�� ;_,�,_ �, I z I I I 1. � I I � I I I ­ I , � I I � I I 11 1, � 11 - . 1 1 �1 I I I I I I "I I 11 I � I I I I I ; 1, I I I I � � XI I � I I �� � 11 � 1 " I , I I ­, ; , I � , , , 1 I , ;:_'I - , " - ,� I 'I'll "I � - I �, ''�, I , 1, 1� :, � I I I .- - � , `i�l I I I I , � Z " � ­ 1: , ­ I - - 11 I., I I I � � I I I , , I � , - I I - I I I ­ � I - � I I I I I I I I I I I I I I I . , I I I I I � 11 I 11 11 I " x I I I � � I � I I � I � I I., I I I I - I I I I., I I I I I I I - :, . - I I I I I I I _"� I . , I 11 � I I "I I - 11 � I � -t. I I I � I I 11 I � !�, , -11, � i � I L I I I I I I L I I � , I I I � .� � I I I 11 11 � 1.1,1, I I I I I I I , I I I I � I I I � I I I I I I I - I -, I I I I I I 11 I I I I I � , . I I � I I . I., I I I � I I I I I I � I I I I I I � , I . I I � I - � I I . I I I I " I - � I � I I � I % � g : 1, I 1 ,.,: ­ � � �, I % � I _ � I I I I I " , I I � " I I 11 I I . 1�_, . I I I � . I I � 11 1. . I , I I , . , I I �,� 11 I e I `tt,,,� � I I , I I I I I - I I , , ': I - �, I I I I : � I � I I � . I " I . � I I � � . I 11 I,, 11 I I I I 11, I , � I I , I I_ I ", I I 11 I , � % I , I I �', � ''I I I I , I 11 1� 11 I I , , I I I I �� - , 11 - I , , I �, � 'I, _­ I . � I I . I I : . � I I � � I I � I I I I , , , I I � , I 1, I I � ­ I 11 I 1� I 11 -11, � I � I t, I 11 � I I I I I � I 1, I I � - I '' I I : I � I I I I , I I I 11 I I I I � � �� I I I � I I I I . . I - I . I I 1. . I I I I . : I ,� 11 � � � I I I I � I � _. I I 1'_� , - I � , I I I I I � ,11. - � I � ,,, � �, - I I � � I I _," " , �� I � ,, � , I I I I � I � I � 11, , I I I 11 I I � I I , , � �, . I -1 . I I I 11 � I 1; I I 11 �', I 1. I �, I . . I . I , , ­ I 1 , �,, ,:, � 'r. � I � �, t I I I I � 11 � I . 11 . - " � , - I , , 1. "I � '' I I I I , I � r ", , �1%, " _'Z� �, I v I It,- , . , , � 11 - , 11 t � ­ � 11 I , .11 . � � "I,. - ,,, ­ - I , 11 ­, I � I �_ ,1 , _� , ,, r, " . , 11 I I I I . . , �� � - I � r I � 11 I . , . � I � � I I � I'� I I � , I I I I I I , r , � _ ,� �, I . I % �, -.1 I I I � I :1 .- I � 1. I I I I -1 I 1, , I " � 11 I I I I , I I " I I I I . I I . L 11 I I I I . I I I I I I 11 �, I I - I I I I I I I - � I I I I . I � � 11 I � � I I I I I I , I I � . . I I 11 I I I I � I I . I I I .1 � I , I I ,_ I I I . I It I - I I I I � . , � , . I � I 11 I - . I I I I I . � � I � I .1 I 11 I � I I I I I I I I I I 1, 1, I- I I I I I e , - I � I � , . I I I I , I 11 I I I I � 1, I I I . 1. I I I I I I I I I i 1. I �. ", � I I , , �, I . I . I I I I I I I ­ � I , I � 11 I I I I I � I I I I I 11 I I . I � . � I 11 � � I I I I � � � ,� I I I I I . 1, I I � � ''I I I � I ­ I I I � I I � I . �� . I I I I I I 11 i . . I 11 11 � I I I I I � � � 1 I I I I I I 1. - , I 11 I I I I I I I . I I . I I I 1. I I , '' �, I 11 I , I I I I I . I I I ­ 1, I I I I ­ � I t , I . � � 1, � I � I I -, I . I � I - 1. I I I � I I ,� . I" I I � I " , I I � -1 I ''. I I I I I I - � I I I I I I . I I , I - 11 ''I I _1� � I I I � I �11 � ''at 11 I ''I I I � I � I � I , � � , I I I I , I I � � , I 1- �, I I I - - '' I I � I I I - I I I I I I - I- " , I I I I � 1, � I � , � I � �. ''I', I � � I , . I I � �, I , � "I � I I � I , I I I � - 1, I ,� � � I. , I - I t , I I � ! I �_ - I � , , ,� I � - . I I , , 11 � , . I �:, - I � � � I I , , :11 , � I'' " � I I - � I . I I � " � "I I .1 � 11 I I I I I - I � I I - �, 'i �,� I � �' , I I I I - � ,- I . I I I I I �_� __ , 1: I -1 � , " , I , I - r lk 11 I I �%, I - � 1� �, , � ,. I , I 1 I I I I I I I I , � �_. . I I I , , 11 I I �1- � I % I 1� I 11 . I " � I I 11 I � � ­ I I I , 11 I - , , I I I " I I � , - " 1, " I tt�, � I 1 , ,� 4, t, � �_ . � I I I .1, % � � " � 1, ,� I I I I I .1 A � ,� I L , " � I � I ,, � I I I . I "I I I �. - I 'I, . I .1 11 � � 11 , " I . 11 � I I I � I I � �, I . I I I 1� I I 11 �1_ I I � I � � I I I I I � . I I I I I I I I I I I I I � I I I I . I � I ­ I I I I I I % j I I I � � . I % I - I I I I I I I I I I I I � I 1, I � I 11 _1 �, I I I . I I I I I I I I I I I I I � I I I 11 % I 11 I I I �' . I I I I I I �, 11 I I I , I �, , � . I I I � I I � �, � : I � I I � I � - I I , I I �, I I I � I . I I I I � I : - I I I ,, I I I � I , I I I . . . � I I I I - � : � 1� I � . I � I . I I - . I , - % "I, I " . I I I I " , I I � . . � " � I � � . I 11 .,31 ,� I I , I I , I , I I I � I I I L ' � 1. I '. 1 11 t 11 I I % , � � I � I I I I 11 I � I I I I I I I I I I I I . : I 11 � � : ''I I I I I 11 I 11 I . I I I � I I I I I � I I I I I I . � I I I 11, I 11 t, I � � I - . I � I � . . � I . I I I I I I I � I � . I . � I I I 1, I I I � I I I � . I I I � I � I I � I I � I , I I - �' I ­ I I I I I � � , I � I , I I I , I I � I � . I I I I I I � I r I I I I � I I 1. : I � I I 11 I I I I . I- � I I � 1, - I I I " I I � I I " I I I I I I I � � ; I ". - I I I I � I I I . � : I I 11 I . I I I � - I � I I ''I - ­ - � 11 ­ ., I I I I 11 I I I , I 11 I I I % I I I I I I � I I . I I I t I I � I , I :, 1, � 11 I __ I 1, I I I I . �:1- " I 1� I I I I I 11 � I - i , ", I" I I I �_ - I :, I , , .� I I I 1. I I , I . I �, ,� I I I I . I I I I - ­ I �, I 1. 11 '­ � I I 4 , I � I 1%, ., I � - � I .- I � I I I I r - I 11, I I � 11, � ,� . . I � � I � , ,, . I � � t�, , , � - , : , - " " I � I `­__ :�� i�,�� 1, � . � 1� � , , I � I ­ ­ I � I �: � I I � I - I I I , � � I I I I I . I . I I 11 11 I I I ': I . I I I , I � I e � I I . I 1, I I � I I I ­ �1111 I � ,� ''I I I I I I I 1: I I � I I 11 � I 11 - � I I I � I � I , , 1�: I I , � , � � I I I I I I � I , I'll I '� I "I I ­ 11 � - �', I I , � I . I 1� , , '� � - � I � � I I., I I � ­ : ", , , �, , �', � : , , , ,� , , , � I . i I . I I � 1, - � I " 11, 1, � 11 I - , � I � I I I 1�"_ 11 I I � I - I % - - 11 I � I '111�1, , I � I � I � � I � I I I , , I � "I I _ I I 1�� ", I : - - I � I I I � � I , I � , I I I � I "I I ,�, I I ,It `z,� �1� : �, _ o I . I 11 I I I " � ''Ill., I - I :r, I I . I I I 11 I I I I ,,'� , - I - � I I � L I I I I I - I . I I � I , , " I . I I I 1. - I -1 � �11 I . I I I I � �', I I I I , � I I I � ,,, 1� I . � I ." I '' � � � I � �, I I . 11 I _ I I I � - I � � �, _ i '1� I I � , I I I I I I I I , I �:_ I 11 I 1, � I 1� � 1, ,- I I � � I � "I' , � � I I I , I . � 1� I - -1 �, � � � ", � I � "I I . I I , I " I I I � ,,, I I � - � I "', I 1, , I I . � '. , I I I 11 . . � , . I 11 � , �­ I 1, � 11 . � I I 11 I � , ,� I . . I I I � I - � I � I � I I ��, I I I - �, It I I . I � � I , - il. ", -:� - - , I I I I I 1 I � , � I � 1� I I I I �. I I , I . I I 1, I � � I � I � � I - 11 � , I I I I "Ill _ �, I , - I � I � � I � I I 1i I I I I I I I I 11 I I I I I -, , ,� � I I I , I I r, I I I - I � I I � I I I 1, � I I I I I � , 1, � I I � . I I I I I I � I I � I I I I I I I I I I I � . . I � I I I I - � I I I . I I I � . I I I I ­ I 11 I I I I I I . . I � I I , 1. I . I I I � I , � , I - , " � I I - , I - 11, , I I I I I I I I ­ I � " r I I I . I - I I I I I I I I I I I I I � � I , I i ; I 1, I I I � I , . L I I � I I � - , I . I I � I I I I 11, I'll I I I . I - I - 11 . I I : I I I . I � - I I ", I I I I � . I � I I �, 11 I . I . I �, 1 It , . I I . � - I � � �', I 2 1 1, I I I I I I I I 1, - I I I I , I 1, 0 � I I I I I � I t'' � I I 1� , I I I I � I , I - I I I I 11 " _11 .1� I � , I I �� ,� - I f , . I - � , :_ 1, - 'i 1, I - I �­ I I . ", 11 I I .1 I � I _1 I I I �� I I ,�� I I " � 1�,�, 2-, i�,, I . " I - 12� - � , ";� i � i , "� : � , I �� , � . I 1� � I ; �, , I I .� �,,, , ,. � 11. , I I I., I I - ­ � I �1� . - I � � . I I , . I -1 - 11 � , I I.., 1- ­_ r , : � I - _ ., - I � I I I , ��11� , , I ", . , , , ", , - �1_ _ � , � I I I . I I ,- t�, I : I , � , * I -, , , , � , " -1 , �,­ "I : I - ' 1 I � .1 � _. - �L� " - I �, , - I ,�,­ � 11 __1 I -, - , , . , , ,,, , ,,, � . ,, ,,, 11 I ", - 1, � I I , . I . I 11 I � I I I I I I I I I � I , I I I , � � 11 I , � I I :� �, I I I I I ­ I ,�, � I � 1-1 � It i �,� " It I I I I . � ., z, �_,: � I I I I I I 7" I - - : I ­ * �� 'I, ­ 1- � _ . �', . � I . I 1, I I I '' I I I I � I � I I I I 11 I I I I I I I I I I � . 11 I I I � I I I I I � . �: I I ''I I 1 I I I I . I I I I I I I � I I I , I I I I I I- I I I . I � I � I I I I . ,� I I- � I � I I I ,� 11 I I � I I I I I I � 1� I I I I I � I � I I I � I I I I I I I � I � � � I I I I I " � I 1, : � . I I I I I I ­ I I I � 1, , I . , I I I I I I I , I , � I I I I I I I t I I I I I , , I I - I � I I I I t, "I i � ;1 ,­ I I I I � � , ,: '', 11 I ,,, I I . I I ��, I '. , I I � I I I � � I I I I I � , I . � I . I . I . I I I I . I I I 11 , I I I I I 11, I., I 1, I I ,� 1, I I � I � I � - I I I . I , % 11 � - � I I I I I , -1 � , 1, , I � � , I � . I I , I I I I I I I I I I I , I � � , ''I I 1, � I I I � I I I t I I I " ­ I : , I I I I , � I , . , I I I I : , � I I � � . � 1. � � ' * L� " I I I - I .1 - I I I �� ,� � � I I ; I � I " , I I � " � " � I I - _1 I I I , I � _ I I � I .1 "I � ,� I I I � - I I I 11 , I I I I � 11 . 11 . . It I I I I � I � " I I " 11 11:1 ­ - � � I I . I � , - �, I � - : � ­, % � I , I It I � I I , � - t I 11 - 11 I I 1, � I 11 ­ � - I I % I I I I I I I � I I I I � . I I � I . . I I I I I ''I I - , ", � I I- ''I I " , I I � I .1 . 11 I I I � I I ,� I � � � I I � "I I I I "It I , - I � I . I I . I ­ I " I I .- I I I I I I t 11 - �, I- I I I I I I 11 11 - � I I � I I I . I I I I . I I I I 1. I . I I "I I . , I I � I I ­­ I— I . I I 1. � .1 I I � I I I I - �­ I . I ILI': I I � I I , e I I I I I I � I � I , - I � - I I I . ''I I I 1, � �. "I I I . I � I I � ;, I , I i 1:� I I � I I I 11 I I I 11 I I I I - I I 11 I .1 . I ,I I I " 11.1 I � I � � I I I I � : I I I I � I I I I I I , � � � ,� , . I I � I I . I ­ I 11 � � , � : � , . � I - , � I � � 1 I � , - - ,�, ,� � ". I 1 I I . -, � I I I : - I ee 't t �'. I I � I I - , � ; , : , � � , , ,'� � I I _ � 1; : 11 -, , � 1:4 ,, t " , , � - I I , I I I r , - - 1� I � ., �� I 1, j , I ,�, t , I I � I I ��: : , , , � - I , , ,� - - ,, �: I I I - � I o I � i 1)'' � ,� I 11 :�,_ , "I , , * " " , � i I � i , 1. , � ��.;�� ,� � I " i ,� I - , � , � I I . _ I ­ I I I � I " , 1 11 I . I , � ­ � I . I I I _ : ; �_ I I � - I � I � � - ,:j � , �­, 1, I I .. I " - : �, �� I I I % r I I � ,t I � 11 04� - �, � " - 1. . �, � I � � I � , - , . I , � � , ,, ,, _, " I - 11 , ­- , i , , � ." : �� : i-,_� � , , , I , , : , , � � . � .� , , , I : , � � I I � , I I I % , I � - I � I , I - I � . I I I �, - . , , ,:: I :' � � � � , , � �., _ - I "I I I , � , , �, , " , � I . � , It " , , " , � , , � "I �11 e I I � 1, I , I" I ", , , , ,. , , � ��, '' , , � I I r� � I- . . , , , I I , : � I r , I I " , ;, ­ I I I I . � � " I .11 1.7 I 11 11 11 11 I I . I I � I .1 I . I I : , . � , I I I � I I � � � I I I I I I I . � I I � I � I I � ', � �, � I I I I , � , � , - .1, r . � . I I I I . 1, I I I I I ­� 1, I I I . I 11 . � � I ��_ I I � I r, I I I I - I � I . I I I ­ - 11 , I � . . I I I I � I I I 1, . I . , , � I I 1 11 I 11 � ''I I I � � - I I " I ., I I � I � I I I I � I - I I � 11 I , 1. I , I ­ �, � � I . I I I � I , I I I I " It I I I I � I I , ��, � , � � I I � . I I , . I I I � I I I I I � 1, I I I I � I , I I I 4 I I 1, I I - . I I I , I 11 I I � I '��' � I I I I I � . � ­ � I I � I I I .1 I I I I � I , I I I I - r � .1 11 I I I � . c I � � I I : ., L, _ , "I , I I I I I I I . I - I � � � I �, . 11 I I : , , � � : I � ­ �, I I � ", I I I � I ­ � '' I I I I I I I I I I I � I � I I . . I I I I I I � I � I � � I -1 I I I 1 ,� I � I � �, _. 11 I . � , I I , I - I , � 1, , , , - . . � 1. I I � I � � I I , � I , t ' � I I I , � ­' - , . -, , ". � I ,:1 � I I I - � � � I I - , , , I I ,� " 11 il � I 11 " , �,:- , - ,�, - I , I � : . , � I, 1:,�� L' ' I � � : ' � I I .. I . , I I , I %, -, I � I , I � - I 1, " � I I . - , I I , . : I I " I 1, � I I I I I � � I � . � 11 I L � ; I , I I � I 11 I I I I � I I I 1 � I � I I � I I I � I ,. � 11 , � 11 I , Ir I I I I I 'r " - , � I , - I � . . 1, � � I I I -1 I I I I I I I I I I I I I .- I I I I , - :_ I I t - I I " I - I I I I I L , ­ I � I I _ I . I " I I I I I , 11 _� I t : I I I � I I I I I . I . , I I " I . I I I I I I I I I I I . I I I 1: I ��. I 11 � I , , I - , I , - , � I : , � �'­ . �� ''I I 1- � , t I , I - , I _ 11 � � I . I I � I 11 I .1 , I , 11 I I I I � I � I , . I I I I I I I I I I , ' L I � I � , , I � �, 1, I I � I I � � � . , I 11 I , e _ �� I - I I I �� I - -1 "I � I -1 -1 � ­ I I I I I I I I �� I I I I I I I I I I I I I ­ I I , . � I I I 1. I I I , I � I I I I I . � I - I I I i I I I I 11 I 1, 11 � I � � . " � I I , I I - , . I , I : I I I I _ I I I � 1, � I - - 1, t � " � , 1 I - ­ I I . � , I I ,-, , . I I ­ I �_ � - I I I � I ,� - ,;�, I _ I I I I . � . I ­ : - I I I I . - I t , � % . I I I I " I I 1 , :, : I I I I � I I I I . I 1. I 1� I , I I 1, �, � I � I I - I . I I � I I � � . � I " I � I .�� I I I I � 1, I � - I � I ­ . � � I � I I . I I I I 'i � I �, � - 11 " - ­ � � e_� 11 � ��, � . , I I , I � , " r I I 1� I I I I ,� . : .1 I I � I'll I � %, I "I " : � I " I � I I 1, , I I I I . I � 11 � - 4 1 1 1 1 . , I I . I I I I I -1 � I , , : 'i - �, I I I � I 11 I ,_1 I 1, . I . : , I . . � I .1 I- -, ­�,� , � , I I I I I 1 4 : , , , ,,, - I ,� I I t t I I . . II I I . I , � �, �', I � � 11 , � , � : I . __ 1, . I � I I I I � I I I I I I I ''I �, � " I , �, � " 11 I I �; I I � I � t , 1, . I I I I 11, I I . 11 I 1� I I I �_ �, , I � 1 � '' I _ , , I I 1 I I I - - I � , , , I � , . 11 � 11 I , � , _ - � � , 1. , I - I 11 , I 11 ­ � � I , ": I I I I I 1.� , , , I , , , , �: ,; itS , � ;,:, , , * , , � . � _ " , I I I I , I I .1 ­ � I I � " ", � -:,, �, � I I I 1, , � � , I I � - � � - -11- " , I �: � -1 ­ �i , I I , � "I I 1 I , 1, , ` � , � '' 1 1 � 1. I - I � , . - , % ", � . I " I . I ,�t � I : � . , . , I I � � .�', I :t " , � , � �: ,, , � I - � ,, '' I � i I �� I i� :, , , , . - 1, '.. I il- �, I , I �� i :� " I .. , " - '' - �, ­ , I I � "I I , � 1 1� I I I � 13 % �', I : �, , 'I,- I : , , - , I � ­ , , - , I I I I - , , " r � 11, I , I I I I I il I . - �, I . . � ; I I I I I I I I � I I I � , I I I I I I I � I I I - I I I I I I .1 � I I � � � � . ,. 11", 1. 1 ­ � I 1. I 11 , . ,� I Ll I I I I I I I � I . I �� I - I I I I I I I I , I I I - 11 I I . I I I - , - �� I 1, I I I I � I I I " � � - - I I � I I I � . I 11, I I � 1, I ''� I � , I I ''I I - � , � , � � � , I I I I I I �� I I I I I I I , � _,�, , :: , :-1 . I I " � I �� � I I , I I I I � I I I I I I I � . I I 11 I - I . I � I I . I I w , � , � 1 , � - . I I - . I . I I I I ­� � I I 1 �. ,� 1 4� � I I � . , I � � 11 I , I I - I , I , 1. " � I � , � , ", I I . � I , , � I - , , . I , , � ez .� r � : � , - t . " I � " 11 . . I I , �' �� 4 - , , � I , - � , : � I , � . � 1� "I - , I I- 11 I I � �, � I I ; �, , I I , " , I I I I I I I I I . I � I I 11 I � � , . . I -�! �, % � . I - '. , . I � ­ /' � I ,,, , �,,,��, _,"t, ,,,, . , , , I I I I - � �: . I I I I , �­,�, , I I I '1- I > �"I'l ;:, � , I I 11" I il 1 � - , ,,,, � � , � I I - - , I 1�1 � � : I 11, I I I �, - :, I �11'� t "I , , 1, I I .1 " , . ,.,� , 1 , �,_ I 11 I I '� , - ,� , , I I I � / -11 - t, �� I � 1 . , � . . I : � � ", I - I . I ,, , I � "'t " I , ..,:: � , ,- � I: � , : 11 I -, , I I ­� � I I , , I I I I � - - �, .,,.�'­­ � " � I " � � , , " , � : _ �, � , , - , I I � I � 11 % % I � I ­ . I I 1, I I I I - 1. �, I I I - I . , 1. 1, C', 1, i, . � �, I � I . , I I I- , I I I I ,c , . I - . , '' �� - . , . ,:� � I I I , I I I I 11 1 1 I I 11 I I I I . I I I I I I I . I I I I I I I I I _� � I , . � � I I 1� I I " � L I � , , I I I � I 11 I I I I i � � - � L I I I 'I � ;, I I I I �� � I � r .1 I I I I � . 11 I : I I I - I I I I I - .1 I- " 1. I I . I I - � " � I I � . I . � - I 1- I I I I I I I I I "I I 11, I % I . I I � , I 11 . �, I � I I I I I I . , I I I , I I I 11 � I , I I �� I � I . I I I 1, � I I I 11, , __,� - I I 1� '.1 . �, I I � I ­ I I I I I � ­ r � I i � , . � I - I � I I I I � . � I � , . � " . � I I I � � � I I I I � I I I I I I I � I ... t � , - I I I I I � I I t I I I I I I I . I - . :� I I I I ltl� ­ I , � �� � . �, I I I I � % I I �� ,�,�, � , , I , I I , , , -, :, � ­ � " ­ I I I I , , I � - , I I � , , I I I I I I I I I , I , 11 � I � , , ': , I I I I � t I . I I � I I I , I � I I I I � I � , I � I I I I I , � , I I I I -1 I I . I . V 11 I � I " �z -11 I I . � I 1. - 1, I I r I., , " I I I i . 1 I , I , 11 , ,,, % I I 'I- I � -1 � � I , I'll I I , I I � � - I I I � - I I I , , I . I I I I " I I � I I I I _� � � I I I 1� i I z � - I I I ,� 11 I � I I ''I I I I '. I I I � 11 � I I I I I � I I, �, � ­, I L I �, 11 ; 1, - 11 . � I I I ,. 11 _:1 , I , I - � " " ­' I �, I 1, ,;, I I : � " , . t , ­� _ , I � � , � , "I . I I . � J" 1� Ili 1: ,` .11 I I I I I I , I 1 't 11 I ­ �� ,�, " ­ I 1, , , ": I ,�, I I 4� I I � � � I I . . -11 I 'Z, t , � , - -1 , ,,� ,­�­ � I , I � � �� 1� t� ,��' I ; , � , , �, ,� � I I � I I , , .,. ''_�, . , _. I . ,, I � I 1i , I - I , I I 11 I , I 11 � 1, , 1�1, I �11 , , I I , � �__�,� " , '111 ': ',,,,,, - I I - � , I I � � � � 1 1. I ,� ,� �, I ,,, � I I I , � ,_ - - � � I ­, � "I 11 I I -t " I ­ I g .�, I ­ t , , , � " � � I . I I , I � . I % I " I "; , , , �", . I r I I � � " , I I �, , � - � I I " 11 : ,,, , ­ �­ - I , �i ­ ,:�,,�­:!­ � ;_" I I I I - I I t �, 11 , I . I � -11, , I I 11 I �, , � ­-., , ,� :�� I I - , I I -1 I 1� 1-11 I I . I i 11 , , ,� , 11 I I � I I � I � I � I I , I I 11- � 1� - I I I It 11 11 I ''I" I . I , - , 1- � . _ � I I ,%1 I , - , � I 1- I I � I I d ­:" I I 11 ,­ I " , ­ I L", . . 1, ", � - � , �� "I -1 11. - I � , � , , : , I I . , I , I 11 , " , e � , - ': , I I - I - It,, I I 1� I ", I " It 11 , I - I ,��, I � I � , � I I � , I I I I I � � I I I I , �,�,_ � , ­ � � I �,::It � ,; , 1. I I 1, 11 � I , - � , � � � , � I I 11 �, I I'll I ­,�:� �� � " . I I I " . " _ , I 1. 11 � , , I - , el I 11,�� I I �:�:, ', . , I � I I "'I"111 � 1, I , ': . I i� t�� �, I , I ­ I 11 , " I I ,��r � , , , , - t � _� .,.�, � _ , � .-r % - - -- - - , ,,�, , ­ �1� � , �. I :­!­,­,� , � I lt� .�'. lte _­ - - , ­ I I it, - ly � t,11 � � : ", �,,'�.' , � _,, t " - - , , . - - - - - ,� I I t , I " I � - . ,­� 1� I I I _ I I , I � I - - I I - 1 � I , - 1i I I � , I I " I I e I ": � �L I - � � I I I , I , �� ,� % , , " I ,> . I � , " I I � � I , . " I I I 11 I �_ ,r �, �, 1� - � I I I � I . - , - I I I I I , . I I , , '. ­ 11 1, - : � " t I I � I . . ­, "', I I ­ I � , �_ p , ­ , . I . I - , 11 � I : 1, �� , ,I �t - 1:� �i �,� , ­ I I I - , , 1. - _�,�, , I - "I I I I , I � , , , � " " , , , , " , "', t _� � , "I � I I "Ill �,�­ ,,-, - 1� I � 11 ­­ , I -, I", - , - I "I I , , I � :: , �, - - � , '' '' " . - I - ­ - -t- I - I ­ , : , ,�', , �.� " 11 I I � - � � I I I I 1 I I I � I I I I � I , I I I I .� I . 1 - �, 1, � . , . ''I I " I � " ,,, , , �,­ I - ­ � % �11 I I I ­ - I I I "I , I � .. % �, � '' 11 - I I � I , ; ., I " I I , ., � - I ', , - � - " I - I j , � I -, � , , � � I I I � �; I , , -1 I I I ­ I I I I I I " �,_ , I- I 't I - , � � I I � . � � I " I I I I I I I � ,i ­ - . 11 I I � 11 I , I % I I " "I. ­� 4, , I z, : , 11 _- � I . , � %i., � ,__ � "'.1 I t, "i­,� � I �_- � � ,,, '., .11, ,,, 1 � 'L I- � 1. I I I - I ­ , � J, . I I I 11 '' , , ­ - � ­, , % � I ­ , , � �. � - ", ­ � _1� , �, 11. I I � - I " '' , .�' '' �, ,,�� � I -:1,11 , ­ __ , - , , , 'i � _, � I , , - �e I , � � , '' , __ 11 ­ , , :� _i � ;1 � � �,t ­ ,,'>'�� :, , . I I ­­� I , , " " : I 1� I t" I I 1, I 11 �� , i 11 :� . , I ­ � I- L I I , " , I I I � 11 � � I I /� _, - I � I I 11 " I 111 . .1 I I - I I , � , � 11 , � I , � I ., , , � I �, "I , , . I I I ''I � 1 , , � , " 11 I , 1, I - I , I , . � I I . , I �:­`.;;�,, I., I , _,��' - �, - I 11 I I � -, " i - " , _ 11 -, �_`� . I , I "11;" - It ''� . I � 1, I I , 11 I -­�­ , 1� "I � - �,�� , . I , ­ �, : ., I �, , , I I I , ,,, _ ­ ��, 1. I I z� 111.� " ­ I I 11 , : I . I t�7 , r- I I I I , ­ , , ,, � :,�.��'­­_ '' , 11 .. � � � I � 31 1 - I I � I � I 1, I . I I � I I 11 I I � I 1, . � I I ­ � I I I -1 � I I - I - � I . , � I � � - � I I ,�, ­ '' � ,_: � " � I �, � ­ I I � I I I , '' � � �, A, I �,, � I I I � � I I I �� � I I � I r, 11 , - I . ,­­ ­­ I ,; I I I 1 � I 1� , � � z 1. � 1, 11 I I - ­ "I . I 11 � I , " I I I'' I I J�l I - � . I , � 11 ''I I I . t , �,,, , ��,��: ,`�: "I 4: , , 1� .., ,;'_� ­ - ­�_ , , � , ,. ;1, ,: I 1 _4 , . : "'''', I I ,,, " , . I . I i , , - ,,,, �,��__�% " "I ': �� , " � _�,., ", �:,*, �%� . e� I _1 .- I � I , I �_ ,� I I I 1- I ­ , I I I . I I v , , "I ,!", I , �,�,,�,'�,_ � w�, ­ ­_ ­� , . .� '�,�_­, � I' ­ I I I I - � " - I , , ., " "'', ,� , . _ e , , . ­ , , ,,, I I I , - I �7� I - i I I '­ � I I I .1 . ,� � , . " '' � -1 I / - I � � ': , , "', � ­ �_ - , "", . �1.1 : "I I , ­ - I 1, I ��, I - � , . " -, � , , I I 1� � � � I I 11" � I , �, t�': " I , � I I I � I I I .- 11 : , � ­ I � I . * -'i I I I I . , , 1� I , , � � I ��:�� , , , , . - : :' ­ I ,:,�t � , � - , , _ , , , , -111 1, , ..: , , I I , , , ­­ 1- I - �, I 'I, _ I � , - , 1, , � f,", ­_ -, " ­ , I , 1:r �,',,.� ��,,,, �,,,,, i,:�� , �, -""',, , -- ;, � �, " �.' , -:,,�. ��,.,,,,,.,,_, I � I - � 1-�,: ,,, I , I " � I , ''�,:"",-�"..",�-,,.�,',--�,,�",;,��,�-"',�� ,'' _� I I ! ­ I , , �, � , "::I, _ _ I :_ - " "',­ � , ,-, , ,"^ r , 1, I I �� - I I, I " , � ­ � - " , , " " I , _� _, � _ I � I., , ,:-.;-- I "Ill' r � ,� 1 I— - I 1, ,,,`_I�t, !", - .'� � 1� -, _", I �,: � I - -1 , , , �L ", � " - � I " �,_­' : � - ,�.�,': t, I � '. .'': 7 � " � � 1, ,� t� ��%�_ It I �;:, "I v : , I , '' I �, r 7 ,� ­ it, ,­ 1 ��i , : , �:,, , '', I I � 11 I � ; I , , , - �i -�, tl� �, - , -, �_ , I , � I., I , I , _ : �­� ,TtLo,,� 1, I i" �, � - I "I I - , , , I , . I", . I I � I I � ., , _w , �, � �_ 11 I ­�­ .1 I I - ­ � I � ',I I ­ I � 1­�11 1� I . , � ,. . � '!� - I t �'11 ,� 1 �, - 11 I I , - I I 11 I I , ''' 1?" , , : "i, , r _, ­­ ,; 11 I 11,� ,,,, I " - ''I I ".�� � I , I , � ­ " :,� , , � 11 1, -- - ,� " ­ I I � I I , , I ": � : , , , ,i ��, - � , y I I �, �1, 1, I I I -�' I - I'll I 11 1.1 I I .11 11 1 , �, I '' I I ­ I .� % . � ' ' i , I ,� I �* I I— r ­ I - :� I : , � I , �, - � I I , �, ,� ,� , I I , , �, : %i-,,�, :,,-: - I . i �.,��, -, 11 ": _', , 11 , - I , , �,�, -­:" � 1-11 �, � !_ 11. '_ � - ,�, I � I 1. , - .1. : I 11 1�, I , � I I " 1 � , , :� 11 $�'.,_��',�-­ , - , "I � I , I I I I � 11-1 111, , , I.'', � I :'-%i_/:1 . -,,,� _ �tt:, ­;�, ,,, , , I I I '-,I'- I 11. i .1 It - ­ , , % - ., � , � , ,� I � ; , , ,�, , � I "', __ , "' , I _ , �,� - 1. - .,"', 1�z 11 11 I I I., I � 11 � :, � :: �� - I , � I I I � . � -: �. I I 11 - , I ,, , � , � , � " ]: t, ,,, � ,�, � �­ ��!,. �� � I" ''I I 11 � t: �il 'I I I I � , t " I'll, � � t. I I", I I �, , I 11 ­ � I I I I , ,_� " : - 11 " 11,- , � I - 1, � "" �:, I '' � : �: �,. ,:: � � � I � I I I I I I I 11 I 11 I : 11�1 � I I , � � ''I "I I 1-1 ''I I � � ­ ,- ''I " I " I I - I I I �, I I I � I - I .; . I I I I � � � . I - I . I I I I , " : - % � . I , , '' "", ­ : , -, ­ I I 1 I �, I 1 , I " , � � ,, I � 'I'll I . � I � I , � I I 11 , , i, I , 11 , I . I'll , ' I 11 I " I �' -,,, ,,�,' 11 I , �. �� �, 1 I I I - __�,:t,, I , -, ,�� � t­�'­ 11 -II 111-1 - I 1, - -� �, ,,,,,, , ',"', , I'' -1 , v , , il, � -� - ,�L, . , �� -, .1 .11 I I I I ,�, 1 " � I : I ,-. " � �-'_: I I , I ,,,�'� , " _,:::,1,___,_� 11", - , 11. .2 -,.,,,`i , I �,11: I , ­� vt, �111`,:, ,� ­ it: ­ ��_ ­ 1, - I �� 11 � - I � I , I ­ it " , � ��,- i�'; ", �,. I `In , � , , I 111�, " 11 I � " I , r , I I I 1, � " I I % -1 I ­ -1 , �, , I , , 11 , : , 1 ­ -, I I , i , __ I c t, � , - e �� , I - � ._ , - I " I � , - , , -i . - I �� - I I , I ­ " It " , "I ", - I I , , ; I _� i e I , , I , _ I � I I 11, 'ti I I �,, I _e_ , '' 1, ­ . I , , , I 11 I I 1, I , , 1 " I I I , I � I . - I ': � �,, I , t �, " , , _1 I , I I . - , , �'�' �' -, � I , , I � I i, - , I : 10 I " ��' it 11 I ., I I I I �� I I � . I I � , "I, :, L I � ­ I .- - I 11 1, I ­� . I I I , = I I I I . - ��,:_ I � I ,­ I I :� I " � I � � " , � I 11 I I �, I I I -­ __ I , I - I �. , 11 11 I , " � I 11 I t" � , I _ .1 I ,� , : � I I I ,� � , � '' �, I . , � I '' I I � �­� ., � ; �,� 'Y� %q. :1 � , '� ­�7­ �'- ,--_:1,,_", "�,�fle:� _ 11 ';�;,'_ ` ` "�" L 'i"', t,- `.' � , ­'�, � I I.", I 11 . I : ,:, - - , , , � ­ � t " ­ � � I .1 1, �, , :� I , . " . .- _-t, - , , I I I I :­ � " .� I � , � ': , I � 't � � I � - - - , ­­ � ,1-1, , 1, I I - "I , I � , - : "I., 11 I ' I ­ " __-, � , � , I ,� ­�%`� k � '' . .1�, , t, � � I 11, , " �': I I � I � � ­ 1,� , � ; .11. � , , I , ,, � � I . � � , � - I 'i � _ � ; � I 1� I I .11, , r ­�:,��: �,`,� I ,. "I" � , �,,�, 1�1 1, .1 I I � �", ''t , , � I I I - I , I,/ I I , I � I I c 1-1, , I � . I I I - _ . I I I I I . ,_ ,,�. _ � - � "., .7 �, ,­ , I I I . I I - _ � - �_ , , I 't ,�, - 'ill I . '' - I � __ I , 1�.�, I ,-,,�,t " t 11 I � I " I "I I I 1, I - , I : 1 , � I " , - , :', - �, � , -, t�,�, , �,i,,�! " � �1­ ,"­ , � � �,, - 1 ,�,­ tz:: I ,�� � I , -� � � t-, � � I , � , ��,j I I I , I _­ , � w I t I— " I , 1 7 � t, I , , I - � � , � _11 � t, � I 11� I I , ,,,,� , I, ­� ,� �, I , , , ,_ , � .:, � I , 1". I : _,� I , -_ ,i�, _�, , I,::, - , .� , - I I _�,.� -, � 1_1 I—— - -, �:� , � -, ­�,':,:�, � " I _ - ,�� , I I �,," �;, � - _, , I - � I � I . � ��_ ': , � � I I , " , . , - I I , - 11 � " _ I % � - I - I . - I � e 11 .1 I I � I - I , _ I , I I _ _ � _', 1� "I � J� t . � 11 -11 : � "I I - ".", � I , , - "T , " , , I 1-1 1. -t � t i I � I I .. � - ." I .- I ­� �1, .� _ ". - � I - 1, 1�1 �:� ,, - , -': ,,, �­ - ,'-, I . I I I I I I I ,- I I I I ;, _t : ', �,,�:�11 _`.�i,'�, - I - - - � -� �, I � , , " , . , , � ­ - � ­­­,� , .t, _1� ,"', - 1, �11, , I , I ­ ... L, I , , I -t _ _ _ I � I 11 I I - __ - I - � , - -- , �. , � I %, _�� ''I ­­ 11 . � .- � i-,, ,,:`� "', � I I I q - - "', , r , - _­ I , , , " - � , � , " - I � � � " _ �_'11 - - , , � �, _j� , " .. 11_1� ,_tl,.�_ � ,-,,,�:,,',,�"_,�,�_,� �, ,� , ��', ,,_:ol:, - I I -1- � . I 11 I 11 - � '' - _ _ I , I - , 11 1, I - � I � I - � - _ , � �:,�:,, - �,,�tt_- ""� ,�:,: ", ., �, I , I � - I . I �A.:� � I 4 , " ''., I , - - ,�� - , , I , , ,r , '' � : ,:,--. ,� " " , , � - ; ,�', ­ I 1111 ­-,'��,�­ "I ,il - , �� f; , I " " , � - , I � I , t!:�, .% L ­� ­ - I 11 � � I , 1- ,,% I - �, I � t� ,I �, � ,� 11 - :, - '­� I I � � �, , , � ­��,­ � � , - � I _ I I , " , ,�� - �i ,',�, - 11: -11 , _oi�� ,;fl' ,- 11 ­ .�il� __ _�' , I I , I I I , � '' -, , ,_ , -1 11- 1-1 _ " _�� � " '' '' , .:��,:_,: - ': � , , 4': - � ­ ,,, - ­ ''I I �t � _ - , 1, e �, -11 � I I I " - _ , , , , , I - , "" 1'1�'11"� � , ;1_ i`,� 4�1 It, -"_� I , , , ­,:_ I I � __ , ,�, , 1, ��, , 1. �. 11 , : - ., � �­ � , : �;, � , I , , � :. , , �: " 1, _�­, . I I ­� '' ,,,, ,,- '�,� - - ,�,­� , , : , , " ­ � - ,�, I I �,�i - � " ::� , ,�,�� ;,­�, 4- � .,� , , - - , � I I I 1. � '' I � ­ ­,:��i___,­ I I I ,, ,�, ­ I I_- I -, , � , I I � 11 - ,�. I � - I 1� I I � ­ - " I I , , � �, � .1 11 , I , I I I I � ­ , L" , I ­ � I , ­ I 11 11 I I I I I � �, 11 I � - I I _ , ­ � - z , ,� I � � I - I I . 11 I � � � I . '.1 I I L I � I _1 11 � , � - ,�, , � . - � � � 1� I I �, r ,�, I � � '' � 11 � I . ­ " " :, � � � I I I— I 11 I I I I - I - I "I " ,,, ,.,t �' , " , �, - 11 , 1, s, � , , I I - , , 11 , � , "t *-: i�:, t, "'', � , , " ,,, � � ''I I . ­ "I I ­ I I , I I � I ,� - 11� I I � �� _ I " I I 11 _`� - '' .1 I ­ I I I I I I 1, I I � I , � " , I I . . � I— "i , , ,, 1 il 11 , ""', � I , I 1 : -,,'' � Z' I'll , 1, I I I I I :,:t- I - 1� ,, I " , 1- t, 11 I I 1,1�,� t, -` I � It -11 I : 11 �t, , 1, I - ­, I � . --- __-, I , - I I e: I I - I I I 11 , I � 11 � I I 1% :� , _ 11 ,", ­ I ­ I I - I I 1: ,� I ­ _� ',�., 11 I I _ � I : I � I 1�� I ­ I ­ - � . I " I ,, 11 I I " ,�, _Y�� . �1, I I ,,,, - , - I � 11 .11 I - I 11 . , , I - __ I "I 11 I ­ � I I c � I I ". I �, - I -, '��, �, , 11 I � "', � �� 11 I- � , , '': - - �,_'. k, � I '­ '' I'll 1, I I � �� I I ­ I ­ . � - � - I It I ­ I I �. I � I ,"', ''. ; � � I I i � � I �­ I I %, �­ L� I I 1� - � 11 � , - I , I � I �_ ' � � � I � I I :, " �, �, �_�­,, I ,.,' r. . ",:, , , , � . - I I I I ­ � I I ­­ I -1 I I I I I . . __ I I I I I - . I . ­ I I I - I .. I , , � I'll - 11 I . ­, I I I � � 4 I , I I , � � I I I I I ­ I 11 I -1 I I I 11 ­ - . � I - I � I I I I I 1�� I I I . 1 7 - I , I I - I I I I � I , 1. I I I I I I I . � I I ­ I , - - - - = . � I I I , �;, 1". W . ... , ,­,, ''I t � . .� ''I I I I I "', " � �� I I 1-1 I �� I � I I I I , -1 - __ " , �� I I i , , � � I I - 10 I I .1 I I , � ;1 '­. I � � , I ,:i , � I � " I �, , - � I ��­,, " � , , �� " �,` " " � � , � , � , , , , , 1� , , , - . . -1 "I :, ,� , ,,, �� 11 t : ­�, � , � 11�tl 1, � I I I � I I � � . - I , 11 - � I I 11 I � , , ,: � I I , : """ � " ""', �, �- � � -1 � � I , I t,_ I , ­ I , I I " � � I I � . " I I - � , I �, , - t I I ,,,, _� , , � 1, , � - : � , i � � � �, t: 4 I . �i �, - _­, � � I ,i I , I , � " : I : ; I . � , : , I ,� , ,,,, � , I I 11 "I", 1, , � , ,� " , , , � � , , , ".1 ,: , I � I � , I ,,, ,, . . . . . . , � � , , , 11 lyt_ , I � , I � �, I . I , � I , , , I I , � 4 I , I t I I . � � I I � I I I , , -� 'i , I t , I . I I I , � , I I I . I I - I I I � � : I I � I , , 1, , 1, I , I " � I I .� I � 11'' 11 , � : -1/ , , � , ,,�� I I , �t , , , - , I � , I , - I " , , 1� I , I I I � , 1 , I , �, : �: - � , , , � I �: - : I ': y . I � I : : � , I ­ - , , . , I � I � , I , , I I . , . I � I � I � I , , � � ­ ,�, � I 1�1 . . - z �, I , � I I ., , r I I "I � I I I I - I , " , , I I � 1. I I � � I I . I I I - -, I , I - . � , I I � , , . � " ,� , , , , "' , , 11 . .� , 1- , , I �, I - �, � � , 1, , , ­ � - I 1; , 2" 1 i I I I : , 1� � � , ; � ­�, , , , , � , , , , . " , � t , � � � � , t: , � , - � I , � I . , I I , I , I � " ,� � ��',,_,"" - 1, ''I �, � , � � . , � , , � : , , , e, _ , , � _ . - , ', , � - , " '' ­ , " " , " � , � , � : , � , � , I , , , � I � I -', " " , , �, , " � , , 1. � � , , L __ I . , � - , " � � , :" , 1:�' ,� I , � , , �� , , � � , � �,� �, , , , ", , : , , I I � , ­ , - , , , I � - , - , . I - � � I I - , , , , � � , , , , � , " �� . '. . � , : � -1 ` , 'i z � - t� � ­ " , , , -� -�­,-��,: , - , f� �, - , , , I I I , � � 11 - � : k , , � " �,'�', ,� t`­,,��: , , -, I , � " � - , , , , �t - I I - ,.;��"�����"�'��,'��'.�"�,�:"Zr: -1-1-1.1- 1�11 - �_, " , ­` "' "I � I I I I I � I - " I � 1, I _ I I . . I I � I , I � �, " , . , , � , ,- � , . -, ­ � � � _ , � - I, I I I I �� I _,,t: I I., �,i " , ,A; , I - , � I t I . � I , "_ I I" - , , :' � , - 11, � , ,'I , � - ,I I ` 11 '. ��-,,�,,,,,iz_��: ­�t­�,�,�`- i - � t. �, � � , 11 r I � 11 ,7, I � � I � I I - I I I I ,, " %�, - �,, �­, I -1 _ � ,;. I I "I I ,,, , I . I � ;� ,, � '. I 1, I I , f, . - 11 , , 1. : � I � I :i, t �:,­��:� �, : - ,�,:, I , : . � � � , � , , ,�� . I � " , I � � ", 1, , , � �. . I I " , , _ ,� - I I , , ,,�� � I , � , , e I I I - I I I It, r , , . � I r I . I I I '�_,. � ,z;, I I I � : .�,,� , � " . % "L _� 1 � " ' , " , I �!�� I � I I ­ I � , �_ I � 11 � I � , , _i, -, , , - - I I" I 1- � � I � _ '',"I", �, I I I I I .",.­ � , I , I L .1. , � I . ­- � - � , I : " , I . I , I , " � , �� I I , � , , I , I , , ,;� : ,,, , , : � � i � - � , , i ,, �., � 1, 1.11 I " I , - � � , " � I . , , I , - � � I , , , � , - , , - - , , I " '; , � � 1� , , , , � , , , ,� , .1 � , � i It" I - I �,, , ,'� 1, I , I � '' �" ,,,,,, - , . t , I " , I , I I . - � ,.,� -, �� " � , ,,-,, " T " t ,� �', ,:,-, I 1% I �, - ,; , I ; , " " , , " , '! �` - I -,�� ,!�. �e,� - �, " , � � , , , I I I 1% � , I , �� -, 'I" 1, � � "I 1. � . :v t I � I ­ _� I � � � _� � - , , � , - � rl�'� �:',�`� �1, �, �_,: ,,- ­­- , , ,� �', � � � - �, I - �� I I � � , � I I I - I , I .1 11 , , , � I 11 , , I � � , , � I I 11 . , - I � � ., ', � ,� - I I I I , I I � , , � 1 , , , � � � i I I , I � ,, . , �1 : . " I t�_ ` , - - , , , 1� , I , X 11�' 1_1 � x � � 1� : "', - , I I - I , " ,'� , ,,,, � : �� , " - , X �, I I 71 - I 11�� Z""', I, i , - I _� ''�, I 1, 1� '. ` ­ r � i. " - - , � � r , , ,�l -:� " 7�;� - � , - , � - "�,",_" ., �� 1. �:,, !� ,,, , , - - . ,, � �­,� :, - , , , " I 1, "t � . 11� I " � t:, ,,� , � -� , - , , - - - , .- - - - i , , , I , , , , I � I � t 1. , �, t, " -, - , : , , � I ,^� � ',- , I � � , , ""., , , , -,� , ��%t , ,' t - �, '', e� -�, -, -,,� -, " ", . , , .� " , , I 1, , , I I I , It , ,'�,, , , � : , i - . , I , �- I i , .� � I - " � , 4 , . -,,,�ic " " :­ - , ­� _;.., - t!'; - , , , ,,,, �, _,, �,,__ __ ,%; � " ,��4,', ,�:-� � -", �,� � "", � I-— , , , �- 11 � � � , , , , I I � 11 , ,� _ , 't ,� � I , I I � '' � � I � " : , , ; , - , " : �,_ �,t, , ,,� ,,- ,, ... .... .. . , ," , , V �, , � , � - I � I I - I I 11 - I I I I . I I I 1'� � I I - , I I I I , , I , - I I , , I I , - . I I � I I I � I I . , - � " 1. 11 I I I I I , I I " � I � -, , I � �� r: � � , , , . I ,� 11 1 . - ", � , ­:_ � ,- Z' " ­�,' �41'1 1� � - -,� , �' '�' ' r ',' ' ", , " � , - � � �� :`, :'� ": : ii, ,, t-,, - " , , '� �, �� � """', ,, , - :, , - , , , _ , � " , � I � - � I , " � I � � - I -, ,;, 1. , � - :� , , , " "t"' , '­-, ­­ � , , � � , -, � , , � -, I 1_� I �`�� : " , , , r -, ) .- , t � � � I , : , I t'' . I . � � , 1, � " , , : � _. : : , � , � , ., � " I !:�'. , , � - ,- � ,��-`, I, -, , � � , � I I , I , I : , , , I � _: -1 . �� - . : , " � - - ,­ I I 1 I ,� - I I ,,, I " , , , I , � , I , � ; ".-,",­'�, I �, - . i� , , , � � I :. , � i, I I � � , � v , 1, I I I , � , , - , i " , ,� � " , , � I- I t � � , �­, .1, � ��,: ,,, ,:, , , I 1, � - : , I ,,, � , � I I I � -,'- � ` ` �, , , � i : : I , , - � , " , , - ,;, " "�, ��', "I , " , , , " , ,,, I : � , , , _ , , I - , ,�� � �, �, _�_, .' r, , , ", , ea ` I " 1, , . I 1� :", �� ,'� " �, I I , ;� I I I , I I I ­ - � , I � , I " , , I I I � I I - � � I I I . " � , . � I , , I I ''I, I I �� I 11 I I ��, ­� , . I 11 � " I � 1�, , I I I I �, I , , : I , . - - : �, I . I I � I I I 11 � 11� , :, � I , , " , , I , I I 1� , . I I I , I . , t , : ,. I ,� I . , . , t- , � - I . I I � 1, I I I . I � , I ?, - �� - I I I ,'I I - I I I - , I � �11 I_ I I I lv : ,_ , , I , , I I ,�t , . � 11 � , I - I . I - � , , � � I , I . I I , , I � , , � , I q, I , , , , , I 1. � � I I � I , , � I t " , , , - 1, I � I 1� � � - ". : I � I I I I , I - , - � - , , I I � , � I � I I - I . r I I : I I - � I i ,�- , �,,, �i � , I � % � I - r I , , � i � , :', . , , _ , , I I �� , - , I I :��, 1, . ,� , , . - . I � "I t � "', I I ; t 1, ­ I I I I I , � � . , I � ,� �, I I � 1, I I I . - , � I I ," � �, , ; , , " , ', ," - , - , , ­ , � , 5 ', , I t � I. , ' � , , I I - - _ � : . " , , , � , . ; �, __ I - I I I , I I I I I I I , -, , � � _ , ". , I- ` , � . ; ��: � � I " , , , , , � , � r � , , .I ,� : , ��' , , - . I � � � ":, � " , i � � , � , I 1, � i z , - , " - ��111 - � , � � I" �, � __ I 1, , r , 1, ,� """ � , � , , _ I . ­ - , I ,- - -, , '. - � , t : , , � � , , , If - � t , � �, I � , , . , I I I I , I: � , , ,:, � , � " , , � I I . � I 1� " , , , �� , :, � .,� , ,� I ', I 11 - , ii ,, ,,�� '. , I . 11, ` � � I I , , ;� , ", � . � , ,,,� - , �' ,, . , , � 1� I �� � � I " � , � , , , , : " I I I I I � 11 , - , I - I I I , - , I � ' , � I ` S , , I . - I � . I , , � �� � , I 1 � ' " ' '�, 'I' . � ! ' �, , , , � � , . I % I I � , - 11 � I . I :, I , � I I I � I - ­ I � , I , I � I I I . , `� I : I � I " , , � � � � . � 1 : � " .;, , . � I � I I - � , ,e I I I I 4� � � I' �, � . I r I ,1 : I � . . 11 , � I . I ., I , � I - , � I I 1. I . I - , . , , , I I � I I , - - I , , , I , t � ., , � , t , : , -, , I � . . I �i, I I , , , , � � 0 , , - � , , I . I I : , t I I � I , , - �, �, , , , , , I " , " , � �� ,,�, � � � , � I � , 11 I , I- � � , , , I � � � I I , I � I I � - , I I I , , , , , I i I I I � I � 11 I I 11, _-, , ", " " , , , , , , I , I , , I � I � I - t . 1. � : � I : ; , � I I I I � � � , �, I I I I I 1, I I ,� ­ , " � � I t : I il � 11, . :�, � : � , "I, , I I 11 , I I I 1, � , , , I I I : - � I - � I . I , , : :i �, � � ,� � I : � I : - I I : I � � I I � - , , , , I 1� I I � I I , , � I , � , �' , , t , � I � - I I I , I I I � " , ,, � I I t� , I , - - � � ", - I , � , Z, � 111. I , I I I I � : , " I- , - : , - - I � I I I � i I I . 11 I 1 � , �� � ! , , - , ,��it . , - � I I I - - � - � I � I t ", -", , " I �, - ;It , I� i , . . I - I , I , 11 :, I , � . - � , :� � � ': , , , , � t � I , , ,. � � " , � , � , � , � , I , I 11 �, , , �, I I " , � � , � � � . 11 , I I I I I " � I I , , , , , , --,:, , , � � , I , � 11 � , , I � , � , I , � . , i "I" I ­ I I , 11 " , I 11 , , , 11 11 11 , " , - I ., , ", '_'. - , � : , , _ � � , , , - � I � I , �� " 1, I'' - - ­ ,,, - - o , , � - I . � � I 1 . . , � I I I "I 11 � I " I I I , I 1, - , , , � , . , , - I I , � I , . , . , � I � I �, I I , I I , I . , � , � I " � , I I I , , , I � ,� t __�:,�, � " � - , _ " I I �, , ; I '1% I I I.- 11 - I , , , � -1 I � :, I I I I .� - I I : , I � � " �t �' � � : I . I , I , I I I , . � - , , � � � I, I � ­ , , � ,,, I � , "' , I , - , - � , : - " , I ., , , . , - - ,,� , , -, , , , �, , r � I',, , 1, - � , � � , , �- � :,� , - " ,�� , 1 ,� , : ,.I ::-, ,' � � I :1 I I I � -� � I .- I . I , , � , I I t- . : , . I I I �, � , - I I I I I , I "t, I I I , , '-, "I , , �i. , , " , � , - , , , � I I � ,It, �,_ , , �, .", � � ,, , � � , - " , , I I , I , I I I � . , ,� 'i � I , , : , , ,�, , I � I � � I I , I " '-,,� � ': -, i, , I "', , " , , , , 1. ,, t ,� , , , - , , . I � , , : ',� , , � I ,, 1. � I , I I I I I , � , .. � I I I I . I I � , , , ". I � I . I I r, . I I , � 1 4. 1 -1 I 1� -1, 11 t� .,� I I _ I ,� -1 I I 11 I . I I I 11 I ,� I � I , , 1, �_ , ,­ , . I I I I ,, I � I - � , I I I . 11 � � I � I 11 I . I , , I I ­ ,�,,, ,,��-,�.,..,-�-�,�,,,-�,��i""",� . , � I I I I , �_ , , , , , , I , _ . r ' ' � , , ; � , I I I - �a . I � � I I I I I - I I _­ , , � t � I I . I , 1� I - , I I , , - I ." , I � � I , � , � � . � , - . - I I , � I , - , , -, I � . I I I I , ,r I � - , F � 1 , � , �, , � 1�',ttl .. : , , � - I � 1� � t, I I I I I I I , , " ,> � , , , , - � I I : , , � - I , , � � �, � - - I - - , , , t, � � � � � , I I � , , , � � " " �� � � , : , , , , : , , � , > I - I I . , � �, . t� , � I " , , , , I , " I � � " � " - .1 I � I I I I I " - 11 . - I I t , I I , t, , 7 - I I I I I � r :�,L �', - , I . � � � I � I , _ � D I � � , I I , , � , � I I I ; I I I " , :, - - -, � , i , ; I , I � I I I '� , - I � I � i, , , � " , , _ � I - 1. � I � � , , I 1. , �­ - , , I 1. I ` "I I I , - , , , � , � - , � - � ,� , I , , �,�,,, . 11 - , , :,t,t:,,�,,:, ",". , ,:, , , � -- : " ,,�,r",--..,�,,�,�,,�,,�""�,� � , , , i . � - " . � , I , I � f � , � , �, I I I - . I � , . � I I . r , - I 11 � 1� , I I � I I I � . . � I I r 11 I , 11 - I 1, I I I � ­.�, , I � , I I I I I I - � , I , �, � � I I I " I , , I , _�-� �: 1. I ,: 11 I - �� I I , � I , I -- , I , , , � , I I I � � , 1, � I � � I I , � �, " i, I ; I � , ­ I I � ­ I " , I , , - " , , , , � I I 4 -�� ,� , , I , I I I "I I � � , , , � � I I I . , , ." ,� . _.", _ I , , , . ", , , , � � � �� � , - I , - � , � � , '. � r, , , " - , `� I I , , � � - � . I I I " 11 � __ _ I , ', : r I , � , � , I . � I 'I, , , - , I I � I c , t - , ,: � � - , , - - � I '11, �� I , � , . I ,. - , � � �t, - I . I ., - , , � : ,,, , , I I � 1; " , - , ­ ­ , , �, , � � ,,, I I I t, � � , , I � � �-, , '�' ,� ,� - , , , �� , � , 11: I , � 1, -1 I " i, �, � 1 , t �, , " , , , � ,� � , , I I , I I , _; � '' , � � 'A' , W �!' � , ,�,,,�,�� I I , I I - ,� , ne `�; ,,"� , I . . . I , ,� i- , I , , , , . 11 ,� , I I , i , , I , � ' � _ I , , ,� I . � " I I : , , ,,,, , � � . � 1: " I I I . I 11 I , I - 11 , I I I I " , " , �� - ,,- ,�, , � ,� � � 1. , � i, � , , , I �, , , � � , � - : , � , '. , � " I I , , , , . I , , , �:"','�� , . , , - - , , - , 1 , � ,. , I � - � . , , , � � , � � ­', 11 . _,� , �, , �:% , , , ", � , , � : � , - , _t ,� I � 1 , , I ­�, � , , , � � - - � 1 -1 I , , , ", , I " _ � 1 ,%-�_i _ , : � , , , ", , � I I �,� , , I, , - I 11 t, , " 11 " , ,i. 11 I - , � "I'll", 11, "'' 4,� ,�: ,": 7 ;, , ,,�� �-, "', "I, ,,:, �, �,;, `,�" " �_ --'-', ". ": �� ','':, ��­,;�-!_i,­ �,,i_: :I" - I t, I I I � ", � �� � 1 I q ' �� � I I I I I I , , �, ", I I : I �, � - � , " � , , , , , , - , , t 1 1, I , � � � I I �', " , � , I , - I I -, . " -1 ": "t � _ 1:, � " , r ,�,, " ' � � I I . I I � , I I ,, , � ! t ,z ,�/' , � , , I ' - , ,�f : , , " I � � 1 1, - , : � , , I - - : , � , , � , . , 1� , � , I . t , � I � ", I I I � , I 1 '�� :�,� "I I I I I � 11 , � , - � � I , I � � , ­ � I I .1 I I ; � ",I 11. , I �­, I I '. - I , , I � � � , I I , , � I I � I I o � , , , , " t I I'll I 1 - I I � � � , , , , , 1� t,,: I � i t� I I I , I I I I ,� , '. I I , , . " . I I I 1 �_ , , , ."I : I t , �­� - : ' I '', I L , ,�r:' ,, ' , : �1, " ',--,� �, . � , , � , , ; � � , , ,�: , , , � , ; , � � I � � - , : �� ,' ,�� , , ,� ,, :­,�' , , - I : �, , , , i, I . � . � I 1� I I I I I I I , � ," ' , - ',', � .'.'r ". I �, �. 11 ", I , ­ I I � , � I Z� � , � I I � , I I � , . 1. -- : , , 1, I , I I , , I � , - � , I ., I I I I I . � I - � � - I � ­ - I I -11 I - I : �, , , " . - - . . �� � � � ,� I I : � � , . I I I � I I , �1, ,., � , , , I , , , , , : , ` ,�' , - i I ,. � , � , , , 1, ,, � - - :,:,�-', , , , , : � I I 11 I "I I , ��, � � . , , , ­ ,�, - I i � , , , , ; , - � . - , - , �� � , , , "� � I I � 1: � I t - I .1 - I , tl� � * - 11, I ,� ,,� % I �, , , �- � , I � I I . � � , - , ,,� i - I I , I , , . . � , , , � ";, � � I . I � I I , 1� � � � I 11 I , I - , -, - , � I I I I � , ', t , I I ", . � , , , t , �� , � � " I I � ... ;� - , "i :­ ,, . -, . I 11 i- ,, � - - , : , , , � , , ,:� , - � �, , I", ,� , ,:, " , � I - I � . , � I , , . - I I , : " , I , I , , �, " �- ­ � ,,, � -.�` � ". , : : ., , , , ,- , ,, � � " , - ,- , �,,� , , I 1, � �� 11 � I I I , I , I I I 11 ,, I � � I I . �, � I � - I , , '1� 11 � . I � � , I � �-. I I " I � ; , � , I � � , I I , � , 1� I . . - I I , I I � :, �� - I 11 I I I I � - ,. I � '.1 � , - � , � ,� 1� I I I , I , I � , " ­ , " 11 ,I I , �, - , , � , � , 1.11 . I � , I � I I � - '��,, - I ­­ , I ; I ,�, I., I ", � - t , I 1, ­ , '_,_�, -11 ", - � ", I � I I . , -, � I � I - I ,,, , , , , % 11. � ,� � � � � il � , - I -1 I - � I 1, - , ,� . - 1, I � , �� � . � It, " , " �, I , , , , . . :%� I I ., I , � , , , � , , � 1, : - - � , , I I I I I � ' - , , , �L, ' � ' � , � , - � , � 1: " � i ,%t�t�j� , � ��,',���I��",'�,�,��,�'��,,�"",�,�,� I � ` � , - --, .�!�'�'-,�,,t��"',,�5,-,,,,� _-�,,., �, � _� , F I ' " , ,:,"", � '­,�,,- 'I � � "�, �' '�, " � , , , . , , , , I - " , - ,i , � - -- - I`- - ,,-%;:'�', I,, i z '.' " � - , , - - I I I - � - '. , � 5, _ � , , , , , � � , : , , � � , 1, , I I �, , , � , � , _ '_ , � , , t , ,,, � I ;'i!, i , � , , �11 - - 1, , .1� � , I ", � , , � , � , � 1, I , � - " , I � I � - , s , - , I , � " , zr �, " , �A - , � "."',�'_t, ,, 11 11 I - " I I � , ''., " � , , , , � , " , 1�_ , - , , � , - - t I I ­ , , 't ,�, ,�, , , ��t: ,­ , �,, � ,:,, � , ir i, ,!, . , _ " � �' ,, " , , �;, " , , � , I � �� ", , , , " � �,: �� �� , , , , , � , . , - ,-, - �,, : ��- ,,;, � -,',,,�, , t�, , " ,� �, ��,!,; ,'- � _ �. ,�., �, , t,��, i; _: � � � , �, , -, , , I I �,,, , . , � , , : I ,, �,, ,,, , , , � " , , , _� � � - , , , �:��',� � t� �� , �,' , ", ,�­ _� ,�­ �_:__ ,_ �,�­ � , �, , � � ��: , , , ,, -,,,,,,, , , , ,� , " �� - , I� ,,, ,,, - , - , , , , ., _ � ", " ,� , � �, ': , ': _. ,,, ,, , - "" � ­ , �, - �-�' � _�F` - "t 1,t " � , I , I ­ � - I . ", - , � �; �, �:, : , ,,,, �t�, � , "� �, I , - , , , , .� z , -, � _ , ' _,�,� t � , , ;�,- ;' , �' , ' ­ "�'� - . �. - , :� " �� _ , ,� ,." 1, , :, , , ,, ,. ., , `� . , � � , , , � -,"i" � �,'�� - � I -1 ,:" , , , ' �, , ,, "_, _� , 11-1-l", , - . � "', "i, �,, �, , , " " � . " .,,,�:"", - , I 'r " ��': � i� �� , -1 , - �­ -,� , -'� �'­: � " ,,:,�, �; ":'I"t, .. � 't, ,�, " �, "" .. 1 I . 1.1, I I ,,� ,;� _�._ �. . , , , " � I � ` ­ ,,,, '�� , , I � - ��,� !" , , �: _ 11 , I , ,,, �,'��, ,�­�� It, I �� , "'i " ;,� � �, , , �: � I " I � I 11, � � 't'L", i�,'i-", a, , - - I � , , I I ,�,:, , _:� '­ ;" �,,�,��,, ", ", - - _ � � I I I r� , �, � , I - � � , �I t, , -, - ,-� ,� .,�"',v,,-,� li,�, ;,�i,,:,,, ,� " ,'�; ;t , ''' , , , , , ,, _:�,', , t_, � �, , , ! - , ,�, ,. , , , _� , , , ,� ... _� ­ � __ � - , , , �, - - -�",�-, ; , - " , t I , I , � 11 I I I � I I � I , , " I , I --l" _ - , � �: , , � I � � , � � � I I , , I I I ,�, ,� I � _1 _ _ � 11 � ,­ L I �111, I'' , , , � , � I � � - , t, � - .� � ". I I , 11, I � . , � , I I 11 . - "I I � , . . I : , , � , I- , , , " I , I I I I I - I I ': , " I I I I , 11 I I � I I I I " , I I I � " I - , I I , I �z � I I :-.i�� I I I � I I, � - I - I ,� : �, " , : I , , - ,� � " � � I , 11, �11 . � I I "I" 'I- . I , , , � 7;�,�� I . " - ` I - -1 - , , , , 'i � t--tF" , _"_11'11.,N�_!�', __"1M1,i', , " , , 1�,,, , - , I � I , � � " � , ,� � , , , , , " . I - ,,, - i ', , - I '? , � : � , I , I I . '- . � � z , - , i ,, , � " , , ,� ,� , - " _ , " ,_ , - t :,�,� __ 1-1 , t�, " . , , , , , ,� , - , , , �, - - _ , , _ - � , , - ", , 4�� " � " , , . . ��, �, ,_ - ,- � �i ,_, , , - , ,� . _", I -, : 1, I , - �, -, � �, , -,�" " . I ­',� ��, . , , �, "� I "I -,;,, , , , � - , : , _ , " , "' 4', , -L f�- - ,- :" ".- " � , -, ��,�, , � ,,,�, , ,� ., -, , ,�� -, , , ;�, " , � "' ` " � , , , � 4 ,� - - ,,, tr� . � t,", �� ',, �,:; ," ) � , , � , - 'i",'t �,, ,,,,- , Y. ` - 11 � ,� i"', - � ,�,� � :1, � _� I � , , 1i , � � " � ;', ,,, 11 ,,,:`,, ::�_� , �r � ,� � ,�� , � ,�: " , ,3. , � �: ,-'5 `� , t V_,t�', , ',�, , �L � ,, "� , , , �,;� -� , , � I I - - " , � ., ��,��t, ', _,� I -.- " _�,�t, , - -, " It. -� I , " ��,: ,",,�I�_ �� , ­ "� " � " _',,,,�','t , _ �'. 11. , " , '�V:�111_";�', , , _1�1 � . . - � ,�, � , � , " . � ; t,�:,,; "I .', � ,� , , " 4 �� ,,- �, , ,_ 1, 1 , " � _ � , � :, , � I , ", - , I ­, : �­� ,:,�_ , ,�, ,_ , , t� , , � , - ,�� � I �,, , , , ,� , -, " , , , , z 1_, � � - _ ,� , - , � � I . I I �,�, - 1� , , , - ., ­ �, - �, , '. - �,�­,;�, ­ii,� -11-1 '__ , , , _'_ " ,__ , " , , - � - �­' ; I � , , , " � ". , .-" �,� I , , I � I ", I ,­,, v � , � , , :% ,-�',�,��, I � , �,, , : I � � "I -11 � , . - I I ''. , - " "d_ � 11 I I � , , �, - I ,� �,��-, I t " , � " ,, � � , t, I . I 11 ­� t� i�� , � ", t, -, I, _­-­ 1"'t'-,", , - � ­ " , --1 "', � "', , � -, I � 11 , , I ,� � - -11 - 11 , , I " 1- - I I I -1 I 11 r , - " I I I "I , I I , . " � � 1: I -� I � I �� , ", , � - , ,. I I I "I � I I I 1� I , I , , , , , ` � I. 'i . 't; I I, , � I � � 11.1 � . I I ­ I , - � , , , - , " , ,t � z I I 1, 1�', I , " , , . . , t, , I I I I I 1 I - I I 1, ,, , , I , , �, -�,-,, ,,i�,�,:, " L , t� I � , y � I , � - , �', �, , ,, ,�, ", , - " , , , - ", ,,, _7,0� ::t�­- I " ,�-, b "", , , , � , , I t . - � 1 ,4 �4 ,,_ """: , � , , ­ 1, ,� � � t� " ­ " � i ,,, , � , I . , , � , � � I _, � , , , I , _ , � � ti,�,�) ,� . ­:�-,, � �-, � � �_ � '_� �i�_ % �� � , , " 1 " � , _�� , � "I' , ,,, ol, : -��',, � ,,�- ;;I, , I , " t� , , , - � - , �. , I I 11" % I "I � ", :t - I'' � I , I � , � - 11 � , " I I , I ,� 11 11 I , , I , 1,� , 1 � " ,,_, �� , , ,�,, , ,�, - �, ; ��, I � �, , %, I,� , v� it , I _ �1, __r , , - , t,il�il�',* ' - ­�­� - �,,;�� ", - 1�, :� -,, - ­ , j; � i-� ­�,',,'�, ,,�,� , ,I , - ,, , ­ ­;rt­_­,,,��tt,�, -� ­­��­,X­')�� q, ! , - � I . � p ,,; �� �,, I '�!, -It' 1'�, "I It 1 " � I t, , I z ,�, I I �� � , , I ,. �,*, r � , , � _ � _� � - - - � � , � , , " , i", "t,�', , _i, � , �, � , " % ,� ., , ;1,11�i�",�Ii , ',�,�,,­ � � , � " ,z �,, I � 't i� : , I � " , , 11�__ ", , " - � , ',� � "t ,�-, , I I �� � - �, , ,_ � �'ki , � , I I ,,V , ,� - - 111"I"',_ Z, - I , , . , , , � , - � . - ,,. i��, . :_111 _ , , f - , , � ! � , ,_ �, , �� t, , , � , , , ", '­;­� �111� �,,, �;% - __ �_ I , � � _ � �v , �, , ,� ,, , " � - - , , , t� � � - , , , , � , �,�, , " " � '' ,, "�_ , t, I � `e , , , � ,-. ,: " ,� �, .- I, 11 -1 , , . i�_ � � , 't , , , , , - , *��` '�� _11-1 :11, , " 'n"', � , , :, - ., ,,, ­;,�� "' , � , � ��_ � � , t - " - i" "!��Y�,§',,�', ',',-- : 11 �, ,� `_', , ,� -11, ,� d, ", -�,,,,) I t'. , ", 11 � "; I" , , � , I I -, , . , , , ". , �, __,_ , , � -1, - ", ,� t �, , �1� , - , �� 1� I I I I I - - I,- I - � , " 1 , , I , I � ­_` I � � t :� �'­'_,i­ '­'�� ' ' "�� - - , � I "I �,_ :,� -.,, , , , �,_ � ,,�,�� �,,�, 'i, - , ,'-, t 11 I ­:,:_'­,i��'jl�,, , -,, , ,-� I , � I I I I , � , � , , . , � � � �. , �z't ,,�,_' 11�_ : it " - '. �",' , , , I , i I,: � I � � , � � - , � , I I I , ;,- ,�_ � , , �I "X ;�� ` � 1� I" , " , , , � I . � I I � - I I I - � - - ,, , : I , � - I ,� ,' � I � I ,,�,,� , , ,�� _ � � � , - , I - ': � � , ", - " � , I -4 � , , " � � , - I'll _ " , - � r".",�", I '. t, , ��,-, ,, , I � , _ """, � , I "� I �­ C_ , .� I , , i � ­- - � -- '­tp�,­`-,'� , , ,,,�--_, , � � " ,,, ­_ " , ,_ " ,, t� ,�, , "i � �� ", , ­ " � s,, , , _ , .s �, - ", I I I I ,�',,` ,,�; , --, it, I.. I ,�,, "'; ', . - � , , , , � � �_� , I -, I , , , �, � , , � �t ��%_ '_'� ��,�__, � �, -,� , 1: ,"I " - I ,- I I I - I � , - � I I ­ - - �', , � - , V -1 I , z '_ , I , , � - , , , 11 , � , , , , , � , '­,��, '� :�,' ,�, , , , , , , � �', , - , , � , , , , , 7� , ,III ,�_,1�1� I 1, I ; " , �� `1� - , "" 1� � � 1, -1 11 - I , , � :,-, �� , , ­ r :t ""', 11 � - I` - ;I- ,,,,,,� � I ��,:;, ", �� . . . . � - � - � . . � , � I I . , � , . I " __ � I I I . - � , � � %iz 'I,- I ", , _', ,� , � ; .il , _Y, , ,i � , ,� , 11 � " �, , ,% - I , , _ �, " %­ -,- � � �t , , I'll ,,,,� , , , " , , , ,� �: � I '-,, :1� i i � I " - �� ,,',',�' 11 -1 , , - � ��t , , , ,� , ; , � , �� - , , ,.� , �,,� ­�', " � t" tt� - 1'11_]�­ - I I . , � ��,� , , - I , � , - , - " , ,�, , , , , , , "I " i -1- I I - , I I I 11 , �', � , � t, I . , I � , � � I I , � � , , i-, , - , � � ': _,�,�, �i � , t 1 ,� " , �, I I 1�. � I I I I I I � I . I I �, , - 11 ,� � ',"t, , , - � � ,� " " I " I �� -, ,� , ::, - , , ", , � , � : - , I � I � I I , - , I - I . I I , I I , � t � ", � , ,',",-�­� , f � � � �,, , , , � - 11 � - �, I I � I I I I I , ,,� " 11 I � I . , , � , , � , I , � I I I - �, � - I lltni�, " , - � I � I I '. I � I � o. - I I I I �, � , � I I I � , " I ��, ` , :�� ": I I 1 I - �,,� I I I � ,:�,:, ,'-,, -i, 't � I � , I 'I 1. ,� 1`11" .., '1_1'�, , : � , , _ - I I I I I , I I , ­ �,� , 11 � �'. " , , � i � � , � I �1 I � , , � � ,-,� , I 1- I I 1:," � I , � � ­ �, , �, , I ­ I I � I 11: " I 11 - I � � I I I I � , � _� I I I , I � , , ; ; - � 1, I ',� ,� , I I I I I , " I", " ,. , I , I � I - I I , I I � , I i , I 1. - , , , , i I I I I � 11, " I � , 1, , , I I I - I I 11 � , , , , " , , I " , , I � , �' - , , 1� 11 z�� ; � ; " " :,, �, ,t, , 1 �, , I " 1, I 11, ,�, I - . , : � " ,,�,' I " I . I I 11,;� I � -, � I I -, , , � , I I I - 11 , _A, ,�­�4 4Gia77V!!Gi! 4 `Vv , }♦G?PeyENc Orl E4701 ke , —� — _ —� �, , ,.'I , �:�,� -V,�,��":,-m-, I. I -1i , " , " i V ,-,,", -,`,,�',l'l- �111 .-.--��."',- , " ��- - ,,� � I , - �l � , �'I- , �&X-I- ,,, -�,�,� - 1,�,��-',­,--- -, , ,:v�l �� � , 11 - I I I . I - � It" 11 , - , �, � 1, I . ,: ,- , ", � , , , I "� I I I " , I -, - S�,, ,*, � ',� ��,� ,,, ,,, ,,�,.'�,-"'��,'�5,�,�V, ,,�--c�,-� ��"-4'�,' ,�, I ,-,;-" -� ,-' --,, �' ',�,��` , �, �,�'Z,,',"�".-v�'�7,�,��,,��,,,,,�,�,,,, ��,�.k ,� 4,i�Wt�;� ��, j -�l 21i* ` -11�1, - " - " "; lll� - -,�, �,� - ---- - -,�.,,�,,����,�,�,��,7�,��,,�,.-�-,,-,,,-,�,,,"�5,�,,�����f� � -� ", "", - � ", ,, ,,, ,,, ', -11-1� ��l -1;1, - , -, , I , � ,14�1 4. 11 " ,;,e�� ,,� �Vl,i`� ,,Y'�;��'-�� , ,`,-�`Vl , `,� ,�,.,-,,�-��-�,�,,,,�,_,,��,��';�,li wsq�, �- ',"'-�,,�,,', " ""'Z, , , � �- , - : - I - I �l � - " ,,-� , I � , , , , , I " I I " �,;,-111�11r� �,-,��M 4-',,'-',� " , -- - , �l � , " , � , ,:- , , �,��, �� ", ,,- -', ,,,� 4 � �"t� ,,� �, � " ��,' "I", %-�, ,x�', , , , -', '�',���t,'�",:F- , , 1, ,�� - r - . � ... � � � - - �, - , , , - , �, , - - , " --,,- - " - � , , , �' 11, -i��m -, - - , . r - ''-- - - � - � , - � , ,,- , � , - � � - , I - , , ", � . - , " " 1-1q, 'W' -g V 1 - I --,--�� %� , -- W, lllll� ---,�,,-�--�,�,��Z.�' i �,v-,�,�,,,,',,,�,��', , - ',,,�, ,"�-, �-,, �V�!,� ��, , -,-�,�,�.,�:g,, -"1:4�- 1 ,,, I II 11.11S,� � " .... M �;'. ! , � - ��, 4W�n � , �4j '* , -, 7 � �, "I - %i- 11 - , - , " I � - �,,,,', I �,: - - ,,,- � � � --,��- L-',',.-:,,,h� � � I -.1".- .11,:�1�1-4�ki�l "' I , " ,� �,� . " , I I , 1� 1, , , , - - - , I 'ZI I- , 11 11. I - - , " , 11 � �l 1, � ��;, , - �- �-, " ,,��,� �,-,,' ��,�','-;'Z' ,,, -,�,,,,- ", �q,�,K,<, ��-"'�� � -,�-', ,�, - ­ 1. I , , I �1�11`1,11:11W- ,-Il � 1� . I . I", , , , I 11 *�,,�, ", , , " , - , ��` , - - ,,�-- -,Y-,,- ,, , W , , , , ", , �� "' , t - , -, , `�,� ,,� t " N ��, '�,�� ��'�� 415 '11'.111,� " ,� , ',4 7 " IZ � i �-, �, --,,, � � � � � �, " � X " " - " , P �1` -" i LI, 11 --1 � � - li � " 1- :, , --- �,,,�-, - i '%, I 1� � 'I, 171,� � � I- - , , � �,�11,��I�l � N,1141,5-'. --, - ", , - -11-,?,� ,�� 5 11 -7 - "" - -,Y?,-�-*l7�%i-,-,, - en,n�,� - �, �11 '111'��11'1,�,�'I- - "" 'I.," 5 ��--,-,,-,���",-,�-7-����,�-�,,�---.',I��,�,!-,�L.,�,','�,'�-�,_,,�'-�'�., 1�!,'�i,,�- 'i" -"�',:,�: � I - I I- I �. - "I - , " """"lit." -,�-47"'"�-g""a-,,�', ', ,I . , , - , , " I � I ,�t� I -"�'�I' -� - , , " , -,�', � 1-11 I I - - - Y,- � � �,---- -- ---- � "A - " , " ", - I I I , - li �j, , lllm-l- . �, ,, - - -,'� 11 ny - 5�, , , � ,,, , - - -1 , "', - I iA� `� �' , ��,-,,�,��,,-� x- -V , ',�, �,� , -j&-�, ,� , , , , , - -- --� - , , n ,tl,lt , !�,r� ,, 3 vni " " *� - , " � , - "�,"",>', �ZX,,3AXV-,�,,,` 't!-� , , ,,- -. - ,`5 -, A',,��,�;-�,'; "", "", � �Z�I,-7z,y-e,f O'. ',-��'�'�'�i.',,.'L,���,,'��"*,��i�,'���i,Z�,;�',',,'!,�,,�'i�-."'�'�-,- " , - 'i ,,�!,-A-,-`,�-- ����,�';�,�'���,-,��'Y'��4-,,��,�:, �,�,4,A�--IIITII- k--l­'l- ,:,��,11�l,,,,�,��,,,'��-""",";,R -�.'�-�:--�,,�""'�'-,'�--',,,, ,", 1-- , ?� � " -f�.* - ---",,��%gL:";, ,-&,,�':,�,--' �,�:`� , , - " , I �� , - `,�-Zw-,� "', "' ,,--", ,,,4 " ,�l I�ls� . , " X, P4 -, �� - -,�� , - " A ,� -�14-r,-�`-: ,,--��,,��k,,',,.,',�i�l,-,��'-s'�"",�,,���,:��� -n � i� , , -0. I _,', - "�, �,!,�,��', %P " ,��.�A'4' ,.; �l - _ , k� , "�� , , -� , , _tv V� 5 � kr,�, ,�4j�";,�,5,? �W� - * i? � "M ! '11:�011� - , , - ,' ��y , , , , , 14,�, 1, 5,p -, , � , � ,g� -',,�, -�%�,,, " ,� , -�� - , I t I , , , , . , , ,, , � , � � , '' ... �- - , � � �;�, �,,,, `n,,�,4'-Ol. � � ", !" ��,,,,-,, ., ,� ,�, I . .. . .. . . �,�- �l � �'��,,,-- , *e-�` ,, ',�,�`,�!,�� ,� vzp��,-,��,�� ��M ".'111�1'�,Al , , 41 ,1- " i2f�,� , , ,�. � , �10, S �,, ��' - - - , , - I �,� ,��&�,, ,��,','�,�",'�,�O',' . -, �*�,��' I'M �l -T; �� %, , , ., - " , '. _-,, , 'i, � , � - �, , ,,", ,,,�-�"" '-,��-,-,'i', " - -2 ;'I P-11 4 , � "- �,�`�`--,,, - I - I .& � ,P �: �, �4!��' ,�,5 ,� , -,��,-' - ,, , � -�-'--- � .� , � ", , " '� 'I�Ilvtl7t "'AIR, Z�A`14;1��1�71 V �-,,-,.-�r��---,-",��,,,,'������,,-,,�""-,-�,'-',,',,,,�"?�,���,,��7"�,"�i""--,� �,"',,-�,�;""��,�, `�,,,�i,,�,�,,.-,V,, ,�,,,,'111��11,� .. 8�, . ,�-,�� 1&-*,,,��, � - ,n` ��,7�,�,',,��-h,','�7,4,Z,'-,�,,,,, ,�V , , - F �,�', � �1, ,--- ',, ,--,,3,'lf, -,�,��, ". �,M- IT, lll'�411 1 V-11 n,4�,, ��,��,,,,��&,,�-- �',,4,',,�, � i ,� �� I , , - , , , , 1�� -,+-, , �- -­, I- ,�M� , ,� I I - 11-111 I-— � ,� � -,-�,- ---- �l �>`�:-,��,I* *,�, -�---�Z-' �� ,Wi-�,'I'i'-:,'�4i, �,�'-, �;,,��i ',.,,�,� "'t ,�, ,,,�,'�,,��,,��,',��,�,��f���',, � -"­� ­­­�-', 1--1-4`1'�,,�, �, ",21,�� -, ',','�I� ,�(,;,��1,041, 01', .---�11-1,�l -�­­ "', I "- I , " 1, I �l , , I ", , � 4� , �� - , � , , , - " , - - -�i-,'IYW,:�""",�, � `11 - �-,��-%� 141" ,,-� -,�,,�­,I� I ': � ,:: -� 1. 1� , ,,, ,- . - I - AI�111'%�,-i , k-,�k,.5," - " �l _Q11<,�'ll."',�', " ��I� , ,6��, ,�,, �,� ,�:�'$ M- 11 " I �-, , I V-'%,,,,�'e-,�� , 4 - - � '�,04,.,r�'�� �Ft:- - -;,,�, ', ,,I 1';',�, � , 1,'� 1,11�1 ", �� - �j--,' - I , ,�, - � ,�,�,,;�-,r,�v, , -��'i'�,'���4',,�l,,�nr"l�,�cy:�,�,�, , � - 11 - ,­, , , --_-.-j�X----,�,�-,, �­ --.---��, ,� , � ', 1, -,*,-� , I - - '1� 1, � , . - , - 'i I I, I , � '111111�Wlll--- ",',,�'�,�"-,�,,'!�tk,���i,l��i�',L,�, -�� -g,w-q%�a� -.4 - ,� ;2��,,--- e-k�,I, 'V ,"�,I�v�,,4',�',�-; `�'�;,I� 'i� ."",-, ��""�,�,�',',..�',-�,��,�,�z�,��',�,.;,�,�',"�,�, �',,, --W�,�� '1�1 I-- 1'1'�� M " ;e-"--,- - -'. -,�,, �,'3,,',',�-�,;,,.�'��"I'�,,;�,,�:�� : '�,,,;� -,�-�'�;&,,'�'-'��',,� ,�� , p- ­ ,,- � ,�� " I - I , 11, ,�� � , , I "I U� ,11--'-I� `k:� "', �".��",�,�,�,' -,�'�� -,�,,,* Y , -�,,�,�� , ,�,�.jx,",� - IIIA2 --'�4.-.'��'�-��2' , ,V� ,`?�,`,�-�,-4`Z'-, , "', '�4�,,�� 1 � .- - - �--� ��Ix� - . �� - - , - 1�1,1 " -,,,,' 11-1.11�1-11. T',,�,Xi-,�K�,'.-- ��-;"�M��`!�, , �,., , , ,111 I - � I I .1 I - z-,,� -��,,��;"", 1-111:1�,- ,,- ,. , 1�', �g, IRII�T#1 , "'- ,, -,�,,��q��-,,& �� ,,��',,?�,�,-,�, -,,��g,� ", - , - -, �� �-,,-->,��,,��;,c��'&,'-"-7,��,, ,,, �- ,,,,,,, -- 14,,��',,",,'� �-&Al`-� �A��,!� , �,� � ",,,�f';��5g,�,�,�.;"�,,'�,�;, � , -, , �� �Ilkl;�Wl , , ��, - , �, � �'v��,�-�r �'V,-*-�Y,�,��Ir-e �113,41rlll� R-Xia�� kZl',��'IVR- ,1�1 P��' .11- , ��, �,,�� 'i�, , -11,11.1 R �*� ,�,,,J-�k ,,�q �� -,�,,,, " 'I - �� ,�� 1, 'j, i��:,,,, , , �,c,!�,Msgvg,*,t' , , � - - , - -, � -�� v , - -�-- '-',C,'�p F��,�` ��";-, W , '', I , - - 1-6 , �IZT W., ll'- - I ,�,;� - , , - ,;w,,, � � j � .;?,� , , , e'�, �� � " " , �; 41 1� �� �l , �ilw ,;�g--- - � �t""i� ,�%,�,�,,��,',��- ��%�l ". , , 11 , ,t, � 'I"ZI ��-A,i�V �', � ,,,,X��,��, �W� -�`m�q -.�- - ., -,-,-�,�,��,-,��,�,,,,",,?',,��-,,,,�, , ��, "," '14,19 ", ,----p '. , ,�j'- o h, ,�7, , , -, -1: '5 '1,1'�, - - - �',�,'z'*,', , "', -:�!�-,�',� ,3 , ,� �,',`; � , , 11'' � :: 11 : I : ,I' . . ', � � , ,, �l - - :� ,-_,,� ,I�T "'e', �, " Q _ -1 - � 1111-1 - " -1 "I , - "", �1�',--'� ,'� �,'f*,�:,�W',:�-'�4' ��Px, , , - - ��, 11 I � " - -11�� , I �,��,-�-.' " �,�, �,,�',� ,,�­�. ,��, , �; -, - �, � � � � , , , , --��,`,,�Xlr -, *� , � " �,�,f,�,',, ,7"I� ';�"--- -,`�I� '. 9 I , 1�1 �, !?�, i Y -h--, "`-Z" � 'M , � I 1-1� --� I-- -,�,I�Q,�� -, , ­,". �-, � k'�, ,,,,,-,,,4"��,,,,-,��,���,,?,-�p,���,�,��,-?,-�,.,�,<t�;.,�,,�'ll'I -1--j%-- �,',,,,�-k"- , ­- - - �w -,,;, ','� .'I,!- ,--��, "'���,��"-,",','�z,�7o�7���-��,'t,��� ����,��:���,-,,,I��,,'?��-,,-"t,��,,-� " . IIV,11-,-�- �� �;, � , I . -1 , '� � I ", � , ,, ,> , All-;11-1�1',-� ---1 ,�".' �;� --,"", , � , , , . " ,�t'�,,p" , -, , ,M', , v " - ", -1 -,, " � , !�,`.7 " " V � --l' �4�11N �-, I IS _: � , , � - -;,�--' , I I " - , - , I , � �:" lrlll-� I�M& , t'l, , � I , � , � , , -" � x 41' ---F - , " "I �'� ,`�� - I A ,-,-;,,n�--,,�-,�g --,,';'� �,��,-V,,��r��'l.i��y,-"�.'�l",� 1. - - ", - , - I , �,, , - � I � I � I . I ''i ,, , ,'�,' , - - - � , - " -, I 1, - -� 4 � � �', �1- - ��,A -, .� - q , ,�,�i �,."'I'�-,",- ,--, , . , w-vy - �?�'l 1, �*'�. ej',�O,�,'�� �Z,', ,,�- , - � I ,� , ,� ,,-,,,�,4,,� �Vy,,i '�, ,�­, �� � "', - ,I - - a, �'-,'�,z, --_'�,',' .1 , - � , - , , - ll�,�'­ - � 4, � g,�,�,,"O,�.:� ,� - IP , �- ',s".q- � - , , I -, - 11 R "'. � -'�W' - � ...... - , --- ,- I., " , ,� �-�§ .�� - , 11-111, , - ,,,,,, ,,,�,-,��,_ -,,,;' �',,�,� � , -, I 1 ,�$ � � , ,fi'- --,-,,.,,.. , 1, ,�� , - - -1 � n, 'I'�,���,,��,�i:"��l�,i�,�-;�-,j',',;'�,�,,� ,�� "��t'P�:- , , " , --�, - �,�", - , , � , �',� ',*,. lz,'�,,!� -�, 1� ,,,',���?,,;� ,,',:�,, � - " t I F��, �k , " ,,,,.,, - " , , --, - � , �, .1-1 � - 1111--', I'll 111111-�� "", � �"�,,,, ,,r-:,�, �,-�,-,:,.'.,,' ,, . � : , � - - 11 I - '�' ',,��g - �', ,� ',,3�� '�, �-Z� jf"�l ", -,��,7� ", iW,",-l-,,,'l-A ,,4,�,�)r - -1 .- ,,-,, - " -- ';"'� - � -7,��"-,�,��',�-�, ":* ,',,�-,��l,�,-�,���,�,,�'�-,�,�,, , ,�q--;I�',',�.�,,,-1 -`� -", , ,�, �� �l � 1, -� I 1 ,4" ,,, - , , �,.-, , , o6iC. ,� '� 'Y" '��Iilol- - , , �' ,,, ,,, �, - ` -, tV �,- ...... y , , --'-4, �4 , �A " , , "" �--, , � ;�, - �.- -P. � -�11`1'1" , , �- " ,."- I'l-I ", - ` ", , I I I I . - ", , � , , ,,, , ,� ,,�,,', �4 � -.� I I I �l �g� -',�,41,, . - , I , , W��,,�� - - " � - - I � - , " , , !�-,%, " W`- 1 1 . ,,�,�-111',i ", � '111�11� � : , : , -1 "", F I ---"I� , I , I 1- 11 I - � 11 - �-�� ,,'-,�', �,,,�,,,,-�,-,, -,�:"� ", ":, , � F -� ��, � , , , ,,,��,,��,;-,, "', -'," " ,,4 'Lj��-�- --,y,4A� Y%'*l, ,,�� , �, ; - , , -- I? -- 1-1- I , , .1 Z-,-� -, -, - , �,- ,'% ',�, , � � -�,W I I - �l ,- , , , , ,- N I - �l -�.- - .. " ,, v �-, -,�--,_,_, ,,,,, ,�4",,'�.�',.'Z�7��,"�;;��,�-�""�l-,-�-,�,�,��--I k-"- 1%', -;,�' , �, , , I I , - " 'I'll -l- , - -1-1, -- , . - , , ,��,�,�,.,,,-",�,,,--l-�,?�,,,T , 11, "', � -l"I'- - 1-11�, � 11. ly", - . !� - -�,-,,­�"",t- N , , , ��'IZV�%�'U,'�&�,,',, , " , ", -, 11 I 'I'll I I - I -11, - I-, �Illlr`�,61,5�14�1��, , '-- � ", ", -.1 -1;1�'�l 1� , �', ";te,' �,�&��'�'-'l -�;si4l",'��"`-��,;,��'-' " , . -� 4, il�,W�� k5-� ? ,,, , 11 'r, ��,,,,,�--'��,,,�-�.e-.����.,��,r"", "":.,4-, �,','--'i6,`, .1 � � "" - j��-­ .,� - "I 1111- -, , _-, W-�,5vi,%',Npl��A,�14� ��,�� �� , � 'A. �, -, -.Z',,','!,-- , �, � "", , -�`,V,U.,��;,-,i-, e- , I '� ­,­ -,�,�e:,;,��,- �l � � . , " , �K --, �,�;;� ��",:��',-,�,',',�,��,--,,,',,�:�'r-'��'Zi-'�,�-�,�A-",;,�"I"z,�;"�",-.� , " ", v- m - '�4, K, , � -�,',V', � . �,� _­ -,-�,�- '17,�l ��, '� ,:, :� "�, , ,,, , - I - - -� �g .,,- Z-,,�� � � , b,'�O�jj,�, , ` -1 ��.�',,, � -. " �,� ,,� .',�,-,;-� ,,, �,'�;� ',�,', ��-,'�,��,,',�- S .. . ... �?�, -­-,��,�,�l �-��,,�,��,' :1111�'l �li�,'� " I - - �'--­,�^-,­ �;;�,,'-',,�,"��,��','I��'��,','Y,��'k�A a� ";4"",����,,��'�,,P,,,,A����,�, " �%�, -c�', , , " , , � ,-g, , , - " , " -, . ...... A .- -, , - I . EN , , -1,111-11, ,. , - -6wv - I - 1� n - "I ­ , , � , 1, , ,__� � �,-- '' �'l I ,�, , - , I . , , �,-. �1-0 � - I-, 3 -,�,) ,,, . -�, , � ".. , , - �)�i��W7- �,� " , , -; -l"', - ��,,'�-�: -�, -1 , � I ''. � , - , 11-1 'I" , - , �,'�L�, " " , I " , . � , , . �,&',Z-,� -'-�.-,,,R',AF'?,, .�, ;11,�l -�vlllll " � , .1 - I ,,, , -';'�--'�� -',;��-,,- � I �"-.�Illll .) ll��, - . ,�,;;� � -�,', �15J, � � ", �, !�, � �,� n " , , ,,��- , 'u, ,,�,',I,�n�, " , 11�1� W, �,, - z --, , *"�"r��,'�'���',"�4�',��4��f����,,��,��',,,�'�;�� --, 1-11-l-, k' ,,�X'.-'N-,-,--�-,,�� � I ,,, I . I � , � I � I I ": I" ,,, �c, , -,,� M, �-, I ���O,�.fi���,�:,-�,�--��,�'i,�,, ""'I"'Y" 'D ,-,��-A - , �-,., � ,� ,­��,,� - ,,,� 'k ", ,,,�,-���,',;",I�,��,,�,,�����,-��,4", ,�t,�,�,�-""��'e",��,-,.,'�'t,�,,',, �',� � , -z �4,��'T � - ` '� --;, -,-' ��,1�2 , �;,�l ,:'�,'�,--��,'�',,�,�",'.,�,�-, 11-1 ,,;�,��V,,�_-%, `.��A�,%-,:-,�� �,, , - , ,,�,:,- :', , - a , � --"---, ", ,-,,,,,, ,,.- 11 - �'_, � � , �, , -,�, --, , , - - - � � , I- - , -�'<��, -� " �I;A'E��, 1�, - - , " -� ,� � , �:, �- , I I - " �11 �, ,,, �',- 1-11,111 " --,.,; " � "" - , -, ", �,'��,,��'�-"",!�-'����",-,��'�,-""', , -i��,��,',,J�,:",�l,,'-;,,,,'�,Z�� -, �", , , , , �,, �i,`,�,� A- , .", 4�* - ;��,-Y��Z', ,,, " , " 11 'i�� - . ,; - -:Nl-��.11��,�W�l - -.:,��,� -.,?,�;-'�', ,,�,� " - ,- , -��,� ,� " - - , '. -,��, I W-111 - 1��z 1�'�, � ,',� -'�j�l ""'Iftz'j; �-I� �:, , '-�i:, "--, �,-., . - , , ,� -4Z 'en,7, � J�� ;, , , , ,,, , ', � '� �1,1 "., -�I,',I'if��-I�I�l � ,W�,�";�;ZV�,---, --'----� �,A-5,--�,4�� ,� ,,,, "" , �, ��, ,* �, -6f- --'& .�,,'�,� 4r, , ,,,� ,,,; , :,."������,,��,',-�t,�,�,�,,,',�,;,,��,, "', � ,�_ , " '..,,- �:�--,��.",!,,�y�,��^4"il"","� �,,*,,I, , -,��W7, � - . � 1� � - I ,,I �11'1' -,,� ,�, .. . ... - - , - - ,�, -, � � 1, � 1� � -�� , ,� � - , �, ", , , - ,- , , ; ,,.� I - W ;I , , "' , , �, 'k�,,��'-,� ,��'l-,�,�-,-4"��l-'-,��,��,�,�,,,,,��;-��'- I �,.;-,�w "", - -,,�- ,,�-,�,�z�,',7��,�s,�,,--,��,-i�.�4!��,'.�; `-,� - � -',",�,-','�,:�,I, ,,�,�-'�- �, , "" ,-".'��f�,,_�',' , -, " �_, , �-, � '114 -, "­�$- - � �, -"-'-`�%P�6,�',,,I' � , �1-1�1� , �t�;� . % ft;,' , - ."', � _"­-­,' "" , 0$� ,,�,,, kV;,',,` � , 'ff ,,, �Pl"-�- 1,� � ��""/, ,�,�',,�,',- i�� p - - - ", - - - ,,'�- --,��,��_p�', - - -1-1 - I- , O - � �_,�, -,,,�-�,, , �E, �,,��, , " - -��, " , -<4'n, -<,;,��,,"� � 1��-��,, ,;,:4�� � ., I I -� �, , I � 1, "I'," -,�- -��* - .,�� - - f,'�'�0,7�1, - , � 1, I � " , ", ,,, , � `111.. ;?�, � � . ,,, � " " �� , � ��, -- . "',p ... : -,,-, --,,,,�, - - , � �� -� ,"I -� ,K,�,f,,,l ��Z�i,,,�',01',,�,%,,,, e,;;�,.-;�',',.A� �,-�-;��, .,-" , �' ,',��?;,�, - - � "Y', - -,_ �'� , ,jil��e�� , " ,%, 't - .,t , � - -pl�-,I�Y��-��,-� -*�- -1--,", , �,-' `N��4� N - -�'11�11 ,:�,-,-,,��,,,,� -,�, �� � I -1 ,� � - I- ---1 I I -1 - � - , , -- ,� ,� p - - � -- -��,'� 1��V�.�,��-",4. ,��, ,�, - , , �,l �, ", "'. v , �,��V � � '� - ��r�--,,,,T,��,Ij-1 � 1117�- � -�- ", , , -�-,� m,, , ,%-l-,-.Ie- ,�,I'J� �,-�'," �g, �,�;�,;- :.�I, , .�'-�` - , 4, � - - P 4 _ I llvl�- . I �.,� %,�,`,,,,-I�,, ,,,51 �� , 11 ,� �1411 �;�, � �,- - � 11 � I � � � le"'j- �- ,�., 4�'Ilc q, �, ,4i -m � ; , � , - - - - , I , 'o , �-4 ,,Y,'-,,4�,,��P,�1-1111,��'r"��",,��Z,',��,'��ll,��,�l;-���,;��z,�e ", , , , �l I o ��, , �'�,;, � ?$�'�� ,, � � � �',���'��'�����-,,�,��":-,)�,��: ,,��'-�, �, , , """, , ,4, �, ---�----�--N , -, rr 'F - 14', � ,� " -- ',,,'�,,�l � � 4 , , , , - , - � I- "" . - - ----, , - ,"',," -11-1Z,"ll I 1-1 ll'--,�-- 1'�,I,I- I-' ,--l". 1, - I � �,, , , . -�,;7A,Wli "R�l � - , �,�,,�'. -,-4� ,,,�-,, ',,��,, - , , '��,- �il�-I� 4j�, -',l�',"'t,;'-'- "'' ��I;-,4, ,,��,, ,'�,,I' " ,,�,--,,�'-''�',. �,,��,A�:,',�, ",k, ,_�", J� �� '�d�,',' , - �,,� � ; � - 1, - " 11, - I - I a -� m ­ 1,11 I I i , , -,-"'P'W�-, �� ,�,,:,, ���,;,�,,�,,�""4,:�,,',,",',s ,�z 1, -,,-�, ,, 'I'l�'f'-It" �r:-�, , , ,�-��,,�-,:�',.- � �- � ',- �': " , " , � , , I � 1� - A , �f� - -,,-�,,�--�'�,��j�wl�.", - -, ,IZF'V, - �V-011llel,�,-�-,- 'M�;�',�i��,i�,'�k7',�`,� - - ,", 4 1-1��, " , , � �� '�,'�;, � �� 11 I I , , I . I I :, " ,,`:'� �, "', , , , - i�,,,W�, , ,,,� � , , ,; , , �.�4-, , " ,,,, , - - - ,�, � ,�,,,,`r , -, I'll I . , I , , , , , 11 " . " ',)"','-- ��,� �,-,�, ,',i-1,-:,�'q-'_ --,",'-­�,�-�-,L-,� , � �,� -,,,��,t','�,� -Y� , , X'�,�- '. ,4,�'� ,,, , 4'1'�� , - ,,,',,,. - , , ,�, .,:� , ,,, 11 � " - , - �� "." - --y' �- 1,1;�il --- , "' ,-, �- 'xl ��v, 'd , , , - -- ", ", I "I I I I - ,� �,��:- '��O:,�'I- ,�� , 1: �,��,"'r- , . - ,, 11 I , -; � -� -- , � - I �. "�k' �"" �,-,,� 7:� ��:; ... 17,11, , 1�4 � ,�- , -A -,� %,--�-� � , , � I f , - I '�� 111- I 11, 1,11. )�--� , � � -- '5---, � � "" , - � I ,I- " �'-Il; I I � 1".. ,-, ,11 - . "I I �11 � ", -�-,"1111'11 , �, � ,� , ,- --,- - � All 11 �� I I I � � 1, , I , ,11,�i�j�,�l 11 , , ,, , , , , I - , , � , ,�- .--�sli'��j.x%�,�A,q ,�,'J��`�-�"--.�--,�l �,.! �', ,��,,��,���,,�,-.����,��,,,,�,�,l�,,'��,,���,�,�,-�,,,,,,,�4,���'-���,:"�k,'� ,l, -T--,I� ,� ,,��,�',,�,�,,,,,�,-,',�,�,��X,?, ��,%'�,�,�- - �(�-"'&',,-,z"�� I -"e -,­ , ,- � . � � ,� " Kl,,,,��,� -, , � - ", - -, ,-,�,. � , � - , ,�l I �1'11- 11 ,�-, -�� ,� , ", -1�,.�,�,�k��'il?,�"e"ij���'���,"��, � � �, "�""�i!,k�,����,'e�,1',,'�17,��-,�-,"�Zi�ll,��l";"i�,����X', �,-�^,,', �7:-"- -i�,�,� 1.1--l"ll I- -11-11" ,-; -,-- 4, , � I �� -,� , 1�. � x - - , , � ", � N� - """ '� � � � I— , - � ��,-,�-��-��. -,,,��-�-��,� , , "�, .��,�,��Yl -4� f;, ". � 1, � �-, � , 1-- � � ''I I - 11 11 , "I , � , � 'I- I (�',�� I I I 111- .3,M- IN!"'P. ',-'��,,�,,i,,,-�,n, - � 'T, 1111.1-111 ,-` I - 7 - , I � ,� - "� - - , � � ,- , `i-�J� ��,-Il 11 '�`�-� � �'�A �', 11" �,� 11 I . 11 - I I I - � ,� � , - , :�z �- , �� -,, � " , � ", ��, �A, ,�-4 " 1-1�­ , - ��- � I" ,,,,,,, , � ", .- , ,� , ", -" , , e ,� .­..-Ijj,l--. -�,' �11�1 11�1�111,--' ,� '. . �",Iv�,I- "-.,� - -1, t� 11 , I," - , - , , , ,; I I", 'I', - I -,� � - , , . ,,,,,, , �'� � -��,,,',',-�,'�-�-'-,` -'�,'��:-".-��'---i',,,'-,4"�'�"-,.�-,7���"',�"-,'�,',,,I��r,�:��-,,��:",��,,�-,,',,�, �,",:!�'f, , � ,V�, A , , - � 1, -','�-,,-�,,-, ,�, :�,,, ,� ,� , F" - & ""-,�,' :"", �,:"�,.--,',-g Ti". �' . ,�- - -I'Fll:�,`�, 11�17u��,Ikll IR" , � � -, ,�� �,'-,��,,�'F`,'-,, �,,'Z,�,���-�,��-',,'��,���,,-,--"".�-', , �11',-.l , -��,-�,,,��",P�,, -,,,�,� - '-,"1:16) , , - , , , , - -1 �111 �l I., - , 1�1, 11 1-1 -1 �, 5�'� 11,, 11 1". -11 � , I ''I -,�,J�,,�I�Tl�� �-&-� ,��:67 - ,�5 1 "� , "", 1 ,;�,�",",,�,-�,,,,,,,�,,�v,�,,�",7, , - `f�i` ,��,-- ,P " -,'�",-,, 7X-,�g�,--Il -� ,,-,I�f,pq , �-���,.-1 , , � -,-,�,,�i�'�i,�l-'��;-,',','�-";i,����',�'� W�,-,, I " , I , ',,',, , , yq;� ,f,., - -1-f -��,,- "Z�, ,� -11 - -- -t� - �,,,,�,,,".",�,,��,",,�'r""�, ", - - , , , , - - , , , , I y ;,� e 1�111-- � , , " ,-,� , ��, - , I - �,,- ­ ,,, , " �, , - "'..", ,.­,�� ,�Il � - A�,;,;�- ,,te�� ,�,�, , 2� , � �,��,"�,F,� ; ." -, ,� � ,,el- - , ,�� ,,----�, -,- ,:,,,- - �,, ,�_4, "' "";,"I'l.- �� , "" - , , " - "" - ", 17",�-,_-�-�,,��,,,� "'�, ", , , f, , - - e , , , � ... , ,,, � , , ,,,,,, ,-, , ,,, � c , -,, , W'��:I�M!,,'�,� - - -- - � , , , , � , � , 4 � , � , , , � ,�� " - , � " , � " , Z-- " � , ", �v,�- $` � -, � - - '', ,�,�-,,��,�.-,�,��,�,,�,,,�,,,�l-�'���'�,,-�f,�-'���'�,�i �', - , A47 F�', ,�--'- ,;� , ,�, , , I -,, , . - "'.", 4, ,�, ��,,-�,-,­,'- -, - - , -k!�,:-1,'A',%lT,;,, �.- �'%'--',., '-- , �- ,,4A-, � ��-,. -- ", - ', - , � , " q -iU-11, ll--�'­-'- "� , " � � � , ,,, , , , k , , , I �� , , , , " I ,0�� -,� "'�',--,,,,�'�`,t�,,�A�, - ,��,�'��--�Z'��; I , , -11, ,'� I '� �� ", ": I -� '." - , I", , , " ,� � v� 1 -,, - ': ,.�� -,� - I � - , - I ��,-, ,I .�:�, , --, -�p i,- -, - - " -�',", �- ,�$�2<',:�,' - , i� �,� , ` R ", , ., � ", , I -1 , -: � -,,� , , �� " " e 11 I -&', , � ,W � , � , , , - A ��, --,� ,k� 1'�, , , 1, I � . 1 `�,,*',�,�4�', ,V%�4- ---�"'c�-,�,� ;,", , , - - - -, " - " ',�, , � - �,, , - I I I - , ',-�k,`�,W� '�T Z�,41-1,,"E - -','�'�'�-',��,��,,�'�,`��' ""�,, � '11, 1111-1- 1- , �� , , �, '-:�.l Z', �,4�� �!i� -1 � -- � , - , ,�,-��-� ,, ,,�n, " ,,,�,,,, Itp%',- -�;�,-�-', , - �,�, - , �-,,:-,,,`,F � ,,,, , � � -�el;�,.".,r�--,,��,�.�,�",-���"",���""I,!s� .. ... . �,, , ,, . , ,,, �--`:,�' , I ,, , --,',',' 'IN " -, ,;�-.',,"�,,- , ��,��, % -, � �', 'P'�' � -- , - , . , 'V,�, ,;,. ",", �', '- r - ", - - , r -l', "" * - - , I ,� - Z,, - � ,,, ,,, ,�l , , I :, " ,% �,'�' �,,�:,.� --" " �- , j� �, ,� ", ��,-��"; �, - -, "",;, ,�,� � - ": , , , ',�l � " � , �� � �: ,,',,,�, � �x � , , - �,�,,�� I - - -1 , ,-�,;,l 1��I'N',g�� ,�,.' zk,��N,�,�� �z , `�'X'4,�,,,-�,':,",'� -�� I ­­ � �_ , -�,-,, ,,,:.�',' � , : � � 4�,:"',;��`,.��,'�',to,tt -�-J� -� -,� �,�, . - � -'. " , � - '?K, �,�` �, ,,,,, ,"�- ,- , ,4i'��-6 � , & -��, , -;�- , � ,,, �� � , , " , , " � � Il ��, )"I" , - " I " ,-�,,, -­-- - �- , ,�',�,:zl,�,11.1��,,�,.��,�,��,,,,,�-,�":� y�,`,'�_ �,�-`,"� �, "', ",:.,f�',�� �i�,'I� '1'1"I� � , , I ", %';�, �, ,'� _� , N"MV, , - � '- � , , I ,;��r�;�� , ,'.-��4 , , - - "il ��,-��,��-�,�I�, , , -;��',�,,'j% ;� � , ,� ", -�111�-,��":���' 211,-�---, -i-- - ­' 'F- - �, ,1- " �, ,y,,:,,-';.,, ll��t` � � �,i� 11 - , , ", -, , , fl,: ;,Ilz �31 J� � � , , . li I � �lv& , - m ",;, - -,�- I , �� � , t , �,,,,�,,-t ,��r,�,� "� , ,'4' , - -, � � ", , il "", -,,�,,j I I's " ?� - - -�,,!�,,'�-','- 1, I - �,`�,,'.�,� I _�'ag"- I ��,, � - , ,�, -, " -, , � , � - "�, �,-, � �, ", -.11 1�, ,-,,' ,� - � -,- � � ��� " �� , -� ,, "", � '-', ,��,- - "" ,�,,<,�,,,,,;�-�.�', ,�.�,vv,,� - -,��!,M,'4 -N,,,e�,�I, ""'P,�".N,*", �� �V,�,,,',,��, '�� .i:,,,, , I �� � , , ", , 5,`�Ii,,-�,� �� , -;4111111�1 e�,,�Il �� - ", 11 - � � � � - "'. "W"', �� , - ,�,> "I', � I 1�'Il I ,F -1 ,,, ,k: .', ,., , ,, �,� , " " " I '� -� ',',�- -P�-�- -­­ 0��,`,' "',, �k � -, - N"Ine, 1-1 �1-1 41 , , - -1 f ,�,,� �: ,��' " I , , � " - I I , , --,�� e" - � � ��,§, -�-,,' � �i- 4 " ,�� I- � - "I '-"-�-',:--,---, - -, g, , 11 I - , � I�j,�� , ;�- �; 1�� '� �'! � t 4�,�,Nl ,',I,,,., -, -11111111 -,� I �-1,11- "I 11- q ­ " , - , " -, � ,�Z� ,,11-1-1% , " - " � �,` , v,lp - T " 71, 1� � I `:.-Il 1� - , 1, 'I,' - I Q,� �i�R-, .. - � , � , - , I 1� -; �1, " Z�.,,'�,W-,� , �� � - - , � ", , - -,, �- " , ,-, '��7q,�� �.�, y. " , , , � - , - "';'. �l I - , , "- V,,,,,�,,.`,,4�� - -1.1 ��z,`�,t�,- 1�11,� , . g - , 5 " -- i�,W�� �";��_ � , �� �', -, -�Il- V- , .",""I" 11-11- , � ,,;,,,, s'ei��",-',e , --' " " ;� ,,�-,.",��, ", 1.�,--', ��', -� , ,--,,-, "', --�-, �,.,- ,� � - , - � , ,'� ", _v:,�, ,, I I - � I I I ff -k�� I .1 ", , : , � � 1-- -- � - , " " , , �, -"4� �� � � si%�A F� �; , 'I- . 11 1,�� , -,"���,,,�,�,,����,.,�;"."��;,,:;"�F"�lI , "I - �-,5�,�-f,�, 2m,� " "' ,,�,-'- ,� ,i��%-,-' ­,,,--��;,j, M" "I'l-c ��,��""7"�,�,,,�,(,',��,"'�, �",,-,:-�' � -,'� --,:,�-,! - , , ,-, � ",; ,� - k�_ --�," , -., �-,�,' � -. ,;��, ��,-"",�,�,!�',,-'�,�� ",:"-�,��j, '. , ", ,W�-,,�,-,� "'��, -- ,,, ,��,� ,�"!", I , , , , - , - ,,,,, -,-,���,,�t,���",�",��,��-�,��,,�-', "-V" "I '11�',",',"' - - ,�',�� t'l ,�� - " � ',, ., -,"- �, -,�,"',-", , �, I ", 1, 11 " ­-, `��', 4,,,,�. - , , �, 1� :�%' I 1-111-11-1 -­,�. -,��,��,,4,� ,��,3,',`�,,�4�7�� - ',�',�L ,��,�� , , ", - -� � ��, - -�'��,` � -,""4 , �l , - - , , , �, , � - � ,� -6�,�l � ";, � " ,,, ,,, - - - , 11 - kl�A, - tlA� , ... ;rk�, �,`,Y,4ll:,l'Z7,N, , 1�11 - 'A' " ��, -�,-*,�,�-; , - � " � - 1-11 -.1- -1 �'114` �,,; , '�� w'�4:g'� ....... �,� , � , , ''4 I'll , , , - �, �11 - - , 1,'.,�-`,'��- -,�,,�-,'�� ,,�'i�',',r�,�,, _W: ,,� ..... . - ��-`p"",:�� ,� , , � � �,, � - a, , , , "t- , , , , ", I - I ,11Q, , ;,,' - �"v"-"­'-�Iq�-�, �',"-�'�',�,-�1--�'���"-�l,","'���� ��-"- ��, , 1 '1� � - " �,�­�l , - - � - , , .��', , , , -�� S' i� � , -', . �, , � - , , � , , , --- � , -X.Ill 11 � , - , -, " .,xf-,�� , �,, �,,� , , , , � , -,�--Ill �11,11ACI�� I I'M - "k -��' -'!' ',',��`-'N�,Ik,, � , , � ,,�,�,�, , � �- ��', , - , -,�, -n - , ��,,�,-, I�t,4'<, -,�,, -� ,�, ,�', , �-, , ." : I", I -�'��,��_I� .", ',,� .� " I'll, i -I -11111�, ", �t, -�-, 9�� _ � ,,��,- �� 1,,,-, � t �[ " �`�,,k 11 , , -�,' � ,""j", , , , , Iz ,�:,�k'�,�,�',,12'% � ;� "";,�,�� -�, �-,,, � ", , , � " 11 ll� �l -�i":�',"' 1, -i-,- ,,, ��'-,­ -�,­� ��, " � I - I - - , � ,,, ,f I - �,�;�-11'1, I--, ""'.";- - �, - , , �'--�11---.- - li , , � ,,:�"""����A15,�,��,,��,;,,,.',-"','���'!Z�,; - " j, -`,-,��-', ,-��i,�,�, - -��"'� `4�-,��;,��-,, ,,,, *�, ,� ,�'-,,-',"P%�' -11�-,l , - , " - � , �,,5f,,,,�,," ;:� ", �;'��, " " �,, � I - �� , I - - -','�w -, , " I.- ,--, " � , , �- , �� �Z�, �� , � ?t � , , J�� 1� " A ll"�'11',�"I- �, VII ,,��, �,,�'��. �� �-, �? ; ,,,,�, -',,,, j , � , , -- I I ,q� ""--" �-W ,�;,,',,',,,,- �,,", , ". ,,,,, , ,� �i , --1, ,� , Z� -, � , .1�111 1 -��O,`,"-'� �Y"-�'t,,�P , ,� �M """ '-,,� ,,,,-,,l-),-"- � ��,,,'�,�,,��-��"1.�''-,,-,�,�";�, % .�-,�V, ;,V,��',�',,��,',_­- , , i " �i " � ��l , - �, ,� , , !,� �, , , �,�, ", -�%,�� � ": - ,'� , , � � i - - " 1�-,""�,�,111--�'I'I, -�,�-,�""" , , I -1 , '4-11 I , : - ,,, � 1� � � , , I 11 , ., , ", I , ��, -, , , �,�- -� _ �;�� - , � ,� . I � I � I I 1 , � I 1, Ir , 11-I.- I'll -l", � - ,4 �". v� �,l � -, ',� ,,, I � , � - - ., I - - , � -��z �,;;",�r, 4 , - I - ��-'Il I - : � �l I-,"" � , �NF!*t'll' -� - I "ll-; 1�11 , , , � ,: ! -�,, - . - -,W.I�l - -1, � ... 1----1 -!�,�,,�- qlllll I -., �� � � ­ � -� - _nI., �,l �. , , � � - ,-,�' 11.11, -ijl'�R,,!�L -­-'. --I, . ,, . . . - z --,n�,,� -,,�; - , � 1,,;��, ", �� 11 � ',�;�,,I,j�-�--�,,-,t'_'� -',,��-;.--,�j, ,,, � ,� -, "4"�Y� -�, 1��,,, ��;Ill -,N�,-'I, - 1111111- -, "-, ,_,-,,;"' ',�, -"� ", , " ,-' � " `,',,',�, " � �, -'� , . I � 11 , , �- � ...... P " , , , � 1-1 -- , -Zl,-,i,- - I , 1111-11-1- . - , ;��' -, - 1, , & I _,�-4��rv,;�-,- -,'­,�-,f��;t- 1,�'.-,�,�"i";,Z"�"-"7,�,�,,�,""� 4,�� J ,�,;,�,, , , , ,,, "'- - � , , 1, - ­ � 1. I �, , "', ,�" � -j, -I' �l - ,,, - � - �11-"��l , �, I I , " ,�,w,��,- �, - I �- � I � � I , � ,�,� ,�,,"; , , ��,' "", � ", ,,`�,,, �l -, 1* , 111-1-1 11 - 1� 11 - - �-, - "'-,"� , _ � xjs�,�,,�; "'I"-111- �,,,,,,,,�'��,�',-�z-�,�,,���',:I�,�,'-,"k'-�,'S�,,,TA,,���,,��-�',-':�y,�,,�,'��":�� .`�.'- -, , . . -, -�I, , , -,<', - - , ,� �,� - 7r , -1 I I , � � �'Il "': ", " -,'�,--�, I I I o, '�11`1`� , 'r -, ,,, � , �� ,�, � ,.-�Wj� - - � , � - , ,; I � I - ", ,� - ­ , -)'� I � :." , .� �11'� .. , �� -� "- I'll, ,v�?� "", ;�� - ,,, . , 1,�, � -, �', -, " ,,,, --, , � , ,, - � � "" "',- , ,� , , , z,- �, , . q X".�,-�z �-, d-,'�!�.--"Y�, �q"" ��,p , ,,, ";l " ,� '���";�"f-'�,-�"'9��,�.f"",;,-�.f,:3��'�5,���',*��,'��, -�Il - I I .1 I , " � """ - - I I - , �"V-', ", - , , , jv 4,�, �il,�.�,,����,�'���,,�,,',,,�,,�A "I - , "I I- 1� ��Il. - ,� " 1. ,:;) --.�, � -",��M,I%'.�4' �""";,� �,,jk � , I - ,�I- - 11 , -, ,, �, '-',� � , ", - , -: , - : �- �,'�'�,, `��,'��' �":Zl�'11�, ll��l ,-, I I ,�,��- " �,� �. ,;,:, I .4�T I �` - � - I U. " , ': ", I I , � �", " , - , , "'� 11 'i?,,�,jjl' " � I 1'�-'-� � , ,�Ij,'jlll- - -- ": " ,'�', - '� 1, , ��,�� ," , .1 , , ��I� 1- �,�� -,, I �i�', � ---i , - , -, . - , , ,,�'�,�� -,V�, ��, �� - V -, - , - �-,��-, , 4", �-- " "I -,�',,'�� �4 - - � , , �l - I I ., - --,, - - �;! ; ...... �-,,,, ,,�,�,�, ", " - - ,�l 11 -11-1, , , I � I I I � , , - , '?,'�,Z��,l ��',��,',-,- . �,,,W, -,,� , , i , , '�',�",' -��,:,�,�,`,`� ��,,��,�:--,,�,,�,',,,",�'.','�.� ,"�,�� � -�J'�,7�';��,�- � � ,�, � .... ��- -1 " I I �,:� ,`�' , �,,t- G�',` ,,�,-,��,�-�ft �,;! I ,, ,-, -­ ""';'N" Z 7' -- I 11 11-1 I 1-1­-�­, �11 .11 ---.-;ll-'-' - , - W "" ,-1- -p ��-.�-�:,-.-:;,, "",x�,��,:�t,�,- ,--�,��;�� , t -,�, -,%,,�,��I- �I,e� �'- �, �, -� , ��--"r ."',"�1--, -, ,: �:, -, ��,, , - � - - 11 ­- X�Mll rn�-,- -- ',' , -`%',' -,'-f- ,� ; ", , , I , , , -,,�`,,,,,�,,,�,,-,- %- �-,';',', v,,-,� ,� ", ,� "', 1�-��'-, - � ;." :,�'�, , ", �� " -� ""`,� , ,I 'I", ", , , , �-,Z,--, , � � - " ,4 , ,; - - , - '11'11"1-1111��l -- - ,� - , � , ,� ,� " �', ,,��,�I, ,,�­ , 11 , " , , ,�� , � �, -, `1- -, , , , , - 1� I I ,� ,�� , , - , � , -.1-1 I. �� �� I , , - - , , ,� � - , " , �� , , - - ", - - I �, , ,��, --- ", � , ", , � �,: , . ", " �. � � 1- � 1-11 �-, - �; -,`��Z,5 1'�,,---�,�,,,�.,-:� , � -,.'---c-- -11� ',,,�,-Y,- , T-11 11" , , , --, " "", , "" : " -,',�"',e,%kf -;,- "", I .­ �-.­ " � ,, _,'-l",-�%,":�,,',, , , "" . � I '!,;,, I - I I I �i,�,��','i:� " -- �4 :-,-�--,-,,',,,�,-, ,',`--� I -1 I � � . - - - -1 - , ��,"; 1,7!11 le,�4��,,,��-,�,' � --, ---,.,� , _�,;� ,� ,,��:- ',,��, -- , � �, --�'-, " ,�, , " �_', " z , -� ... ,, �� , �, ,,-% � " � ,, - �,,- , 1,'Y�-��,,', �l , , - " - , --� 0, , , ,I , - , � - �,,`, �': " , ��, ,�-�',�,,,,�-�,';'� �- , -i,11,3'�,,'!.',­ � . , - , , I , , , , ---l- "",-,-, � :,�, �� , , " _-, , , , ,.,�,�� ,n;--"�,;�-,�,-��,,'," "I" --, , I i- I , ,�:�,��,:,3,'�'�," 11 � , 11 , 1, - "', � ---`4 1� ��,.'?51 ,,�,,O��--I�,��V�,,, � - ,'�",:�� """ . W�_ -,'�:,�" ��-_ �",."-,�,,I"Cj�, , iC,.',',,,,,-�-,,�-, ,� , -- - ll� 1:� , I"' I , I , I- - - ,-"�-,��,',j.',,,f-'!,�,,'�� "','--�--- - - , � n: *�` , , ,��, ': - ,�, , , ,,-,�,� , ',-�',��`,�,�, 1�1 , ,,, , - - . - zl� , ,�,-:,,,�;f,)��,-�, -��,'�;:,, `,� ,�-, " -,�,�"Al', , , ,-*--,�,'�7, ;I- " , : 7�'!,,,-', , �',��,��- �,,,,�,-,�� , , '' ,,,'�,,�',"'�:""���,�"!",;,",���- , I �, ,1� , ,�-�, I , �, - - . �-� , , -i " 11 � - ,�,�,l i� �,��,�--,--t�l '. ", , � , , , 1. ; , , t!,� A, -,"'4'A".� �-�,,,,,,r,`�,J ,�,�,-,_-,�,'�4�, �,� � ��V � ., ,:, , - , - , ,,",.,I -"I,,,,,,, , -, , � ... �, -,72 -,'?,',',',',�`, -�7' - ," , .". � ll-�,�: q 4', ��!�,,,��; 11 I'll, , 6� - - -'A-,-�!� -�-,:,-,� �,,:�-,,v, ,,�',4�� � - , - �, , , " ,-,�-, ,',�-�',,�,'�,'�,,,��!,> -', _ , , - � zp";��-,7, 4 ;,,�W,*,A",�'�, �,, , I - , ,, ',� --�,! �, �z,� - �;�",� I ,`�� �A 14'4�,��,,�, -.',,, �' , �, - � � � , ,-1 --,"I"O��,-", I'IA :"�-�:,,.,-I,j ,,,z �,'--,,k,`,,',',,`- , ,-, - � - - -I" -�� �!�','�.- , � , :,� 4;"�W�A ", �,�, ,,, *�,i',�i`�t' to " , . , , , - , , -, J-'�� ,,, j, �,'��, � � , � , , "", , ,�." �',�'�- 0. ,�- , , - , ,��, ,,,, , ��? . �- , � - c ,, - , --�� `�, I � , ,�", � 44 , , 1, I I �% I � - � I � , - &� - I" � k, c� --, � I -� I ,� , � 1, �- �' " ,,�'N,� -,, ��, , " ",S", " -1 - - I , , - I'll, , , I , "' '7 � � , , �t-, - - - ,-._'g4'z� �,�>. 1�-�, � , ,�� 7, I � -, � 11 " !� I t , I - I ':,��-" - . I - - I - - - ',�, 1�1 �--� " " -, ";',, � , ,,, � " � 11 f", �, i -,-,� " ,,� I I -- �: , " , - ... ... .. ... �--Wg-' ��I, """ _ -,� ,� ,,, - , - I I �l � 11 I - � - 11 - 1, '' ,i�, �, ,, - I � -,� -, ,.� ----, -�',�Y,�' IW�� --1-11-1- ", I I ; , " "", , - - � 1-1 - , � "I I � , -e-, � """, ", , " s,,-, �,�, , '' ,�,,,,� ,� Z .1" 1�1, c - I I '_1 -1 ,, ll,� , ,'', I , I 1". ,,, � -�-, - -�,- , �-,',, �,�', , ,.� - , , , � � ,%�-, -��,�-:.� ,�' ',.,�, '� � � ":, � , "' � , , , - 'z'�"A-���-,"�,�',,,�y",;",�,4��� - -, -,,-,,,,�,1u�,P'?,-tl,' ',-,-,, , --: - : �"" -", �, �, � �"-, � � " , � 11, � , � , , ,4` 1'�. "I � 'i 2,,w."V,,',N& -`�*'!,,�,,�--� ,,-,'-�,��, Z,"�-,� -��Ofl':�,�',;'v,�,�,��,,,, -, �':� -, , , - "I �IQ I � - �-tll ,,-, ,,,�t,g,rq:jv , ,;�; , , , , T ,�, ,X. �l --',,,�,, " - "'f- �, ,,',� �:� ,­ � � � � -�,`� ,� ""', � -, , 1'� I'll �1, il%,�,711-- - -;" " li� , , - �-,--.�,.' 1.,�� �� � , "', " � I , " - --,,�--' �- ,l ... - I � � -1 � ,,,,-�,.�'9,'�,',�7��:4",O,'��,,q%,, ". i'�V?, 1,�,-,�,� , ". . -- -�, �"-.:, �,",l �� -'1,7�, 1 " , , .,­ . , - , ,,-� , - , , ,�V',,,�� �,�'i _lc - -all- :� - .1 - - I 1�� I v- I ; � I- .�,,'� 1, � , , I,,, �,, , - I ,,- -, " �,,� r �� - �,-�� , � . ... ... ..... ," , , , � � , , � ! ,� �-1 lllp�� � I I - �J��'��,N��I! �,,--,,-,":,_�;: �,:� , ,� -��,, ,,, -- -, , . , ,� �: � -,�, , �,�,:�,�,,,,,_,;,Y.!,C,��,?,,,fI -",- " -�� ,��l - - , -, �& ,Zll - -- , , ': T, I I ;� - Nwlle',�'Il' �,;,`r�-'---��,',­-,'.,�' - ��;',',,,��,:�' �,,,,�,�,��',14,' �� "I" �, " � -," ',7,% -,-�,,,��'k,4 -,; ,� : . I ", :. , , 1, - , - ,�;��, - - , -. � �, , "I', ,a-"--- -,�-�',�, -,�,:,I-,,,,'�,",�, .1 I -� � , - I , , � �, �-,, - , ,,�,-5.,--,,,� 1 , �,- -, -�--­ �',,';> I �,5,'� � -, 1, ��,' , ,, "�,'-�,',-',­',� -.�11'- �11 ll� � ,�' -',� ��,,7- :"-_,�, ����,',,��:.����.'�.�-,��,,���,�""",�,',,�:,,.', , .,I�, -,i�','��_j�- �,�- ll�l ', � " k *11' ., ---'�141 ,q", , , ,,� -1 I ," Ri',Vl`�;"`T,�-., � " :�, " ��Illl � �l , -,"', - , I i"',"r, �,- �','l I - , , �'--� �,,�, , , ,� ,�� " ',,,�' ��-, ;��, - - �,,� , , �-;�,��, ,,�," �", �4, `2� , � -�J,,�'��,',',-� , , � -�,�, ��' , ,'��, �_ - e qf -�"",5 , , - - - ,- -, , , I �� I, � 1, ,-� , � -� " ,� �,, - , ,; � "-, - z,-, ,,,- , --"�', � ; ��- ".;�, , - , . , . '�I- ,% - , ��,�`,A`13�-;,,� F-% , �� " , ,,, , - -� I � I , , : " ,,, � ��,Zl I I , , '-' i�,;�, - ---- �--, -- � "" -- - ',','�'��, :,�,",�'�':,' ­�, � - .-, , , - 11 . , , � , ­,-- ��, - , " , I, - -,: "; - : , - , , - ," I I I- - , �:��: - �_ �'�4,��, I - , ,- ,�,,� , , �- , I �- �, -,.4 `��' , "ll -�',�,� .":, ,,� - - �,,�,��' 5,�� , � � ;"�, , �; ,�,,,� I �' � !;,�'�z -���-,-,,�,�' � , , , ^ ,� , i��,, � I - "', ,�,,�i , 1, ,� ,,�:�, -- , " ,,", - , ;, � �','�Z,�-,,:,, � I I I � I I , ,.� � �,�, � w � , I - , -1 � ��l z , ,,�� ,", "I , � , I - - , � , , �J, %, ,-, �, ,,, -�� . I , �l � ll� �l , , �,� .: �. ,,-'j�' , " ", I ,-,�,,,;,-,�2,k,�� �,,A-� 1-11;f- .-�-,, I ", "', , , - Iz-, �' , , � I � : , I - � I , " - , - , . , - �- ,_f,,',p�, , _ , �, , ,�-, ",:�, , I I � , . - `4�= 'Yi" ,� , I I - �1111 X I I - - I � ,,, �� , , ,� I I 11 -,� , , I I �,"'- , - , , ��l .-I 111,11,- -� --, 'l- , - �, ,1� 1-11 - ,_,,�. .. �,�',-�:),�e":'-' � I I I I �W , "� � " I �l I" � ", , , I I , �Pl 4, "L " , , , " , , ,�,� , - � , � -, ,�, �- �� , , T """,�'i",�'.": , , ,, � ,,, ,:, � , �, I , -, ,� ". ,."g�,,�, , , , - . , I , I I I'll, �� I � I , I " � , , ,,,, -� I � '5�7i W"Iff',<- -- , � , - , , �,-'�: : 1. I �� - ..... .. . �' I " , , ,­- ,� �. �1, ,�� , - -,�,"�,', 4�,��, �' -�'� , � ��i I,,,,,,,- A.I�-&_�,,�: � �� I , � I ,�, ,� - �' , �� , - .� - , - , , � " � ,,, 1""", , , , , , '. , ,� , , , - ,1. � � ,; ...... � � , �" , �3% I .� � ��,'Z ,�,�NVI, - , ��l � , �, , , , , , , ',,,� , '.,,, 1� ��", �zp " ,,'� � � ,", , :- � �, � , � , � , �". � ", , " ,,,, -,, , -, " , , I , 1� " , " 11 � " � I �-�,,��,.,,, , � ,� �, � � � I , , �,, I , , , � , - , , , , , �� I , , � '�;-,�,,,�,;I�,�,�-N',,.'-'��k�,,4F �,4WZ ", ,� ��'I,A,V ,',7 - , , , k;-, ,L,,l',A,V,,',7 ,,r",� ''"". ."", ,,,,��",-"2;,'��Z'-",�,,I,i��,',-,,���,��--,-,��,���� �n, � - ,,, " r ,,�, -;,;"� - ,,-,� � � � -, �, , �.- -,--�' , ,-, , , -, I , , �11 1�, '7e- ,,, , , " � .... � , 7,,,',, � I I ,; "� ,� � I ; , , I I �, , , ,�� - - , , A- , , ;, � , , - I � ,' ��,.; "" --� � � , - , � ll,m� , , " I , -, �1- ��,-1 � ,. , , , - - �, ,'--�� " � -, �- -, "', " , 5,.r�'I- - � % , �,, , , , I - , , .... ... i I - w , � - , g , � � �,��,, � � , ': "-, , " I " , - --� � �, - , , � '. - ,,� �� " �,�,o,-,,� -g',.!'�,- P�elll,ia - 111"", 11 , , , ! �, � , , � ` -, , ,�`-:','-, ��, � `� , , ��,��,,-�? , , 'n , ": � , ,'.,,�', :� �, ""', �'� , "��;;,,�,�� � "', , " ,� � , , , - _ I -,' , '-'- ,, "'I - , -11-11 ��&, j, - - , , :��:��,� � � " -_��, , , , ,,, , ., "I I�x-­- �,�,t�,� - - 11 - , ,; � ll� �.- ',� , ", � ,�, A, i -,�,� I - � �� -" t. .�,i', , ,�� , , , I , , I I I , -,,,- ;-�w,� - " ,� -,�'.., --, . , " " ", ,,, ::,�-, I ,�l ", ,,,� - I , , - , ,� , , - '. �, � ��4�, ", ,��-,' � I �;­��'ji ��,�`��rt� , ��, � " , , ;- � " 4',�4�?�", ­ � � I " I , , Y - , -1 11 -I- A 11"': I 11 , " , - , � , , � - , , , . j , - , , " - , , , , � 'r - , � - �i , T,� -", � - , ,;� , t ��, --ll'X -11-11 - -, � - �";, T , ,,, .� � I&, - .1-1- , -,", � , I � - I � I I , � ,� � ,� ::� . '�,"';i- , A, , - , - I , , , '. , ,: � , , , - �-: �, , -�` 1� "I � I , , ;�. -� _1 , , ­ , � �� ":�� , ��',,'� � � - �,, - 11 I � .�� 11 � , ,� , , . -� , , , . , ", '. - - - � , , - �, , �', , , ­, ",", , � - -a r -1 ... " , "� I ,� "", ,:� , ". 'illl;l� I - I " , - - , r - , ,� , , , � , -?,��,-�N�. ,�,,-,,�W,,,�;, -�7' I , � �, ,��', ',�il,*-&Td ��,,`iz ,,',� `,��,,,,-�, 7"' :,��,-"",�,-�,� , - � , � . - � � -; � , , " 'I'- , -, � I I , " � I � .�-' � , , , 11 -4 � , , ,,4 , - , � " , , , , - ,� , �, ,� " - � -,N.� �, ',.:�', , " � , I � 1� - I , -� -,' 11%V i.,i.r , ,�,. , -l-', 1-11-�1-141, � - -, � � - - �,",� , , , �, � I 1�1 � - , , -'I I . �, -, ,-1" '.`��P;'�I, , � , �l -11 , � , �,,. , �, - , , % � , , , - � - ,r,:,- � � - , , . I �- - --T�, � � � . I - : - � T , , , " - ,-. ��, '. I I I � , I " 1"�l I , . ,,,�-,-,-,�,�, 1 "�":4,&-: �` ", I 1� 1, �,,�,l ,�� I , ,,;��:, � I 1. 1,11 " , I ,,� 1��', "', -1, gl-�, , 11 � ,�,Il -',-'.-,,���,�,,.,',�:,;,��,,,,-�,-�, �-., I ." '�,,-�l 11 I � , I , � , " , � ��'p � t Mi�' I'll ", , r � , - , M, I �� , � , , , , "' , , "' ­ "a H ` ", ` rl -1 I I- . I I - I -- I 1 4� 1 11 I I (_1 -111�-'tl, �, , , ) I I "I", ,,,��-�;,, , �, �, , � ',� , , � , '- - ,� ,!_,�� , "I "t, 'I, ", , " - � , -, I r,'�'�'��,;I'�'J,,i , , � " � I :,�, ,-,�,%, " � �, 4�, , - --;� , �, , � , , , :- ,,, ,,�, 11 -,�,,��,,�� , , , t I ",," 1� lll� 1�-: � , - .; � - I " , I 11 - -, -,5, . � , ,, _ " � , , 11 ,;� � � " � ": � � �,,:-.,-", , " 1, � l,' �,, , �,:,` ,� ,',,',,�, �t�y: -,� v�,.,,,,,,�7� , , I � i �/ - -- � ,., , -, � , . � - � , I - ':1 , , � . , , , , , , -�', :', """ �,, ", , , , , , , 11- -�,, -, � '_ '. . 11, � , , . ,k� -�r�,�, - , - - , - , , , � ,'�-,�i,4,-,�;,,�,,� ". � ,�,,�, ,-,�� �- , "',,-,­ -�,�,',' ,-'-,�,�,,���,.�7�,,,�,,"'!-,,,��,,,�', --, �,�;-,�l �,�� , ,; ,,�� "", ", ,�, , " - . I -- I � � ". , -,�, I "I"n,�,;-', ,-,,,��, �- ,-t�,'�,j;-,�` ,4 ., -": ,��, " , " -, , ,�� � -,'�,V I -11, � �%, - - , , , , , � "��Il �j �. , - " ',,�Z',�,4,g �,�- � - I , , I - � -- , , I, , -1 :1 . � -, ,',,� , , "�. - .�, � . � "; , , ?, , �,',,: ", -, ,� , -,� � � ,,,-�� �, " � � � , , , ; , -',,��: � , �, . " , , 'I, "'Itel , �L I - I ; I , I � � , 4� . ..... -,;��l - , 11 , I , , � - , ��',t'z�,� ""', , �, , � , -` ,,�, ,,,, " Z` �,,,,,,� ", �, �,�,,� 1: 1� I , - .�, f, - '. - I i I . I � 1� -� -,� ,,, "", -- ;�I�Vl I 11 � �, �� q ." ,�l ,� , , , � � � ,I � I - , , ", , -,�,,�;,' , --�,��-&-- �,,` ,��,`-,!,: �, - � , '1� / - � I � 1- 'I, . - " � �, I I,e ;l I I � 11 14� 1 �, �- - , , , " " I , -` 1:��.",., � , , , , _--14 I -�l � � . I � - '. � '� � � , , - , 1':1�11-1��l � " , - "I - ,,,�, � - ; " , , -�,;,�7� ,,'-� , 1�,'�", -,�' ; �,7-,-, , "- I , �. �' , " �� ,q` -11 11, 1,�' .-,-� � ��,�',�-,A � �`�S� " � ". 1`�,,' I , , - - - - 1�'l ,-,.,,,-,,--��,,�, � , /, , �� , 'i, -', ��,�,- - - 1, , '�� , � , � , - �,%- � ;", � , , ,4 'i�),�,`�S��,�', � I � . I I , � " , ", , �, I I , , ,� �! ,I I -, I 1, ll,�l � � - ,�',I, " -111 - I , I , , - :��Illl I - I - - .1 �g. -,�:; -� ��-�-,,,� .7', ,-:�-� -- , - 11 't � ", ", ­, ,,�._, -, I , �, , � �', , � ,��,�, ',,,',,, ,,��, �,,�-`,, -,��:'- "" , ,,Z , -� �,,`- -�- " , " � - -- --- - ", - � , , , , , - " - , - - � , - . � - . -- I - - -- - -- "":,�� �' '�7 ,�', " - - - , � " , , �,,- " ; � :"., �- ,,, �,�,,,:�- , �, , . ��' ", � ��',, , � �, I ",'-- �- ", � , � I I - �l �v�, , , � , , " �l : r, � 1, I , " � I " , a , : �� , , , � , � ": ,,, ', ,-�:-�:: -'�', " ,�',," ��, �p � , �, �, , " "� ,�- --j� 1'�'� """ I I , ,,,, .1 I - , � , , " - I'�, - , " ,�, , " ,., : - 1, I, , , , ,�, - -�r�,�W, ,-,,� I I -. ,'��, � , , ,�,��7�-,�,'��I,I� , � ��illlll , " , , , . .,� % ,� ,", -- , , -, , �:� - I'll �14i&Kl ty 6 " , I � - , I I 1, I I - , , , 'e, , " - �- � � I", 1-111., 1, � I 1, � , - '�- 1-1 I - , " , ,�",�,�,5" , , ,� ll�l � , ,, � ---l"I'l", ,,,,, , � , ,,��z_�� ,'-�- - " ;,,�,�,, � ­�,,.,,­ - � 1, � ��? - ,� �-, -X� - �� �- �: , "I -'ll ,�.��-�,,l �, I e, - , - , � � I I � , , , , �� , , I , � . I - -� , , � " -� , wtl"�, 'I', , � , " , , � -, , , I" -�, 'z -1 �, , -� , " - � , �, - ,�� ". , '- - - , , , ,., , , " �,, ." �` , I � � ., ". , , " ,,,, 11 ; `� I "I , , 1, �, t, , ,;" , , � , �, � , � , , , � 1�1 ,��l f , ��:, , � , . � , � , � ,- �, , - , I , , � , ,�;�, - - , I I , � , , , � , " . - , - ,� I � " , ,�-�'-",',, %-1 - ,�,�Ilj.�1�14.-, 1. I - - ',,�,, " ,.�Il " , , ., ,. I , , - " I ", " -1, ,;- - � � , .;"y �� � - - , - , � ��;-- � - " �',�-�` - ;-1 - � , ',�� , ,�� , ,,� 6 �, -. �' "", -;;",�,,',.',,�9,,�,I� '- , - . ,�, �, � 1-�-,- " ,� � �, ,; � , ; , - ��--� w, � " �, �, , -,��.,�--�t- '1� 1, ,�', , *�: , ,� ', , , - � � 4, ,111�-- , t, , , , -'s -�- 1� �; : 1�1 � , , ,� , I � ,--s",�", ,� � -- " � ��,� -��,, �," ;�',, , Z�' , '-'; ,-' -" , �,7"-, ", --"-' -, �:, � � ", � , , , . 1, -, , , - , � , I -� �` , �',-� , .1 , I - �- , 4'*i,;�1'1111Z�P��','-� "'. , -��-, - � � � � , " I , � , � ,� 'I, : I ��`�' -�,,'_� 7� ,> ,'�: �� ,� � ",-,;�,� - � . ...... �j, 11 - , � I , � I , , �- �-, - , , � , �,�,,�. I �, - , ,� ,�� 1,111;1- I -1 ,. 11, IR .-. . ,� , , - " , , , 11 --,, , , 1�1 I ,� , �� -�', �', -�,�',-',',�� "", -- , "': �,V,,Y',��,�,, , 4�, ,,,, � - ,:, I , �, " " -, � �, - , - , �, , � , �'l ;-: '', :�4.1 , , I I . - -;l � � - , , , - , � , - , 'I", � -.',�'-�'- � , , �� �`�, : � : �� ­,".- ,; ,,-,-,';,-,,' 1� �, :,� �, , , ,,�:, � ,, ,, � I- � - �;, ,." 1, I I ,,,;�,.,,,�,,�, , If- I , , .11 ,� � , ,f �' I I I � � I - ,� � � �:" ,��,�-,,`� ;.' 1'-�, �',', ,-,, - ,'41 '5� � - -,� ;, , � I � I I - -,',,, I , . I I � , ,�� , 'I, lll� I �, 'I, '1� -�, -1- " '; , �t -1 11 -,,, � -,D ,��', , ,'I �, � ,� "I , , , III,, I I I , , ,�� f , ��, ',, ��Z,' ­',�, � , , - ", - 1'� . , , ,� :�': , , , ., "'��', '� ��,'.,. , , ",".""',� -,� 'i, , ,: , .. .... � �,�' � ,i ,,, , .�,,'�,v,,,�:� "� , , " -, - - ,� : "", �,, � I I I I I � �,� ,' , ll--,�l , .- ,'�7, , �' - -- I ��Il , 111.1 -� f, , �, , , - � , , I . 1, -�, " � �", , � " -?,., , ," , , , - - �, �-!,V'11'��'Il - " - - I - I I � 11 11 I "I I - I , , - , 0. . - � � , , ,- , , , ::�,�-',�r,� ���;,' , f--'-t� " "' - � 1, � -,, , A� - ,�, - � �� �, - - , , I I I I I . " � , , ,,�, � , �, ", ,,, :. n, �:, -T , , ,,�I� � � ��',��:-�;,;,,�,, -,�, � ", '�,_,� .,:�_ � '. � '�- ,,��-- "", ��, ',:��,�-�', ��,Iol;-�-.,l , ,!, � , I , , " ,�- ��- " - , , : ,'- � , : �t I I I � "I T I I , - �� I " �,� , , 1-1 " �, 11 - , , �, ", I I , - , - , , , � . , I . ,,-- I ,� � "I I I �11 11-1� � �l ��I� � -1, ,. '-- �, �­ �, I � .,� ��-;l 11 � I I I 1, I - ��,-- , , - - , I'll '--, � " ;,: - -, ��_ I � I �� , �%� , - ,,, , , ., � , , , , � I � ,�-- , , - -, - , ,,I-,- � , I ''I', 1� - , --,, I I I - - ',;� - , � , , 11 "I'll' � � � " ,�� ,,,, ", .1-1 - lll`:,��1�4�',V'�f - , " 1� V,��.S, �,��F�� _ � - �-1 , 11 . �-�,,,��,,�-,. , "" I - q - 4 -1� I ) '"g, c, , � I I \-"`� -, 'ilz- � -�A- � 1, - � -- �: , � - �'� .�� ,�'� -��, ".,:,� J- , ', " � , , - !-�� "'. ,'- , I -, , �,' . , , ��,i%,`,�, ,,,, " � 1 � 7�� """':-�- ` " �,�. ,'-, � �11�',?, � �,��' " �,l ��', " " � - , --- �,�",�,-,� ,,-"3��,��,: ", ,'*','- , -� ",:,; ., ", '.,' �,," ", '-- "-�-,P,�;, ""'� ��,�,��� - , , - ,: , , � ,- , . -,,,,' -�', I '. , � , , ,� I - , 11 11 . ,,,, , , , , � , , , " - - � " , - , , , , ,- , , , � , � -� ,,�i , �5- 11-11� , -, - ,", - -,-- "I �1'1:1�1'"';-`�;, .1 .1 , I , I , , I i ., , , 11 - I I - �,:� , ,� I , , , � � � - �, , - 7 . , 1%, -,�,�`,-�,,;,�,�- --;-,", �V��!--- - 1, � , , , , ,� �� �:,' �-,�,,,�,, ,;�:� "�', ,,�;-" , I 1, il � 11 I `la �, 1-11, �;,I; �,� � . ; , �'l , - I ,� ,� ",`-� --I. ,� "I, I . I � , " , , , �- � � , ,� �'� � ", 1, ,,� - ,, " , ", . , - , , 1-11 - �;: , . 1; " � ,%, 4� �, ,;,�, I � , - , , , �� , � ,,, ��,,,- �,� ,, -',,�'-� - , - � - , " , �, , , �,,�-- , ', � : , � , �, , ":, - , - -- � ,%', ��-Ill- - �, ,, �,',�,,�, -- � , , , , " � I , I �,:��11:�� 1'� , , - � - ,,, "'. ,,, , ,�I, �%�� , - - - � � , ,,, I - � ­' _'-�,� '�,� - I � , , , ��I�l I - I I - I - - - I., -171 � -:� -�� ,,�':, �- , I -1� � , , I � 11 1- I � I I �1'1 � I.- , �, , --, 1. I ��,� ,,,, �, - , 11 - 11 ", , ',- , � W-:-�,�. , �� � , "': - - � ? "I", , ". , , , , - ll -`-L C I,-, ,-,� ,- � " - -, - ` 11-1 - I 1-11-11, - - I'll- - - I I � I I "I - - - , " , � , � , - , � , , I , I , , " ", - j, , I .", " . . 1. � I I �� n �, , " I I , , , , � ,� -�; :�,,- "',",-, ,,-i � -'. C `�',�-�,' - ,� �� �, �, �, - , � I I � - � � I , � I , , , � " 7,� 1 1� � �� ,-, - , , , , -,;�,�,,�!"�,,�""-";."��"',��,� - - , I - ': , � '' , ,� , - , � I � I . , '�� �l - , ,� .,,,- � � I I - ,,�� . " , - , _�­ -,',, �,,��- " - ,, ; �, �', , - 11 , � �,- ,�,;` - I " i � �, "":,"', 7 ;�, � "", �,�,, � � � � " "" , , , , , � - ,� , - " I I I , I `i, I �l � "� ... �- z , � ." 16�, ll�- - -�l `� -1-1 , �, ��,:,��-'-'�,�I, `�',�'- , `-�- ,,-,- - � , I - � --�;,�,,-,�, ,�, , � ,,, , -� ;�� � , I � ". � � 'I',, ,� I , - , -- I , , I ,� ,,_1 ` � I -1 1�1 ,I - -,- "I." 1-11 - -, - &- � - , -1-1 -I � I, .I 1, , ll� I I. , I I"' �, I- ',',-I � 1-1, ,1111, ----l' ',I � � " , -,,, , -, 7,� 1, I 11 � "; �, , " � , , I - , , . , , , � , � - " " , , , , , , r , , , , , , ., - , � , - "" � -1� " , , - ", , , ,-, - � ,� � ��, � V� � ,;, ."; , I , - - , , - , � - - , , , - , - , " , � , �, '. , , - , - , - , , , ", �� - , � - , ,, . - - - . ., - � - - , , � , - � , r , ,:,� , , I I � I I , " - ,�� - , � � - � -'.111'-�l I � - - , , � �l , � , � -, , �-­,z 11 'l- I ,: �l x I" I I ., � � - - � , - 1� � , 1��,�, ��:"- , � �,;`��/�;,�o` ,,, �,', ",-;,� ,'�. -1-, -, �l - , " �, " . --� �, , , 11 ,� - 1�111�1;1 -, - , �� , � I � . . �- � , ., I -, I -I lf,�,�- :1'', , . ',i�- `�,�,,` "";:,�.,'�",,',,-��l,'�',�,",�,� � , - �11,� I I � , "', �,�I,le 1, -, �;�', '_�, �i�,Il , �� , � , � - - - .- , , - � , , i - , , , ,� - , , � , , I - - -, - - - -, - , , , , , - � , � , - , , , � , , , - � - - - , ", - - , , , - - i , , , - - - , � , � "14",� ,", . , Z ,�,�_ , � * - - , , - I ,� I - 1� I , � I I I - , , k, - � I � , , '- � "I I , , . , , - � , - � , , , , , -, - � .... ... � , , , "-, " i �, - , , " - , , , , , � -, , , -, , , , , , � 11, - , � I ,- I , 11 7, , , I I I I I -1 �' ''I I I , , , I - I - � I �-, ,,,,, """ 1, - - ., .. � I I �� . " ,�l � - I 1, �� . ,,�- ,,,, � I - � - . - , I � I., I �l "I'll I I I I I " I '11, �� e ... 1, 1, , , '. 1�1 I . - I I I `-' - -, ,,, , -� - � " , lil, " - � -,, � . , - . - � - �� , 1, -11 �- I Z,�Z% , " -,,- , -� �-,, -�, , ,-,,,--� , " -, ,_-_�l I'll. -1 - I . I .,� I ,- I 11 - � �"I' , .� 1"� �-,�--, :: -�-�,-, � ,,�`,, , �, , " , � � , -�--�, 4, , 1.�,". "I'l-, , , � I 1, ., ��, , I - , I I , , " , , , � - w , -, i 'I I ,��,,'�,'-, 1�1-1,1� - 11 11 - ., I - , , , �7, - - , - 11 I � I 11 --v. " � I '. 1'1� "I 11", ­ , , ,i,�',,�,",t,,, " - � - �,- I � " i� -, �, � - " ,� " � - , - - - �, , , , , , , � , , , , , � - , " - � �,��', -�, '�l � 11 ��l -�", - ,� ,:, �, �,,4- ., , � -, , � -1 � -1 - . � I I - I � -, � , , ,� , � ., , , , - , � , � �, , , , - - - , , , ", � , � � , " , � I -, �,. � � , � , , � �. - , , ", � � I I - ,� ;.i ,- � - - - , I - - - " , - I 11 - �' -�' , , " 71, " , "', ;l I I" 'I -,,.,, �- �,�; , ,,� � ,,,, , , , , � , , , - ,� , - " , , � , , , , � - " - - , � , , ,- , - ,� - � , - , , , , , - - � .1 , I I - � , - , - , , � � , , � , , - , , ,, - � - , . � - , , - � , - , , , � - r ��.',',, " ,, . .111;�, I- I I I , - , , , , , - � , , - , � . , , - - � , - , � � , , � , , -.`�,- �. , �,- �� - � ," , , , � , , , � , , - , , , - , , , , , , - - - ,, - I I � , , , � , - r , - , , I - , I I- - - - ��I, , , , , , , I , �,, '-. , 4 - I , - , - , �'��,�� � � ,,:A , � ,� , � � I , I � I I I :- , I "�",., I I I - , - , � , -:� " i -,,, I I k�- ,'� ,-, 1, ,'�",;x', . 1-1-1 I "" I I I , I I , - - -� �":�, '�,, -, ," 11 , I � , I , .14, - - .111 llp , , I � , , " . � � I I I I I I I I" ,,,, ,,�, ", � , " '� "', , � ��, , , I ,� I '.,�:��' ,',�'.��,',- I.- I'll- � I - - -�I! i �' �' �4: ",;" - , ,-� e:,e- � �, � , 11 - ',,�,, I :1, ,��`,--, I - � 1',�'�-",'��k I �, ,,, V- -, .�: ,� , � �, , � �,�� " �� � --- - f , I I , ,I ., I ,�� I'll , , � � I , ;�- , , . , , , , - � � , - � , , � � � , , � , - - , � , , , , - - - - , � , - - - � � - , - , , - � , , I I I � `� - I I - , - , - , - , � , � � , , , - , � � - , � � , I - , , , - - � , , , - , , , � ,� � , � -, , - � , , � , � - , - , � - , , , , , , , - , - ", � , � - � - - � � , � - � �-, �, � , , ,-- - " " , � -- , , � , ,- �� - � � -, " " , , , � - - , � - - , , � , " - � , " , , 1. I 1-� li ",I , I I I -11 � , . � , � - , , , , - , . , - � - - , , , , � , , , � � " , , - , , � , , , , - " ", , - , � - - - - , , 1� I , , - ," , ,�,- ,� " , , - , , , " r , - , - , - , , - , �, " ", � , ,� , , � - , - '', , , , - , � - , - , - � � - � - �� � , , , , - , , , - , , / , - , - , � ,� . , , - -� - I - .- ", , 11- " ", � , ,� ,,� , � , - , � - " , , �, , - , - , - - " - , , , - - � , � � - , , - - , � , - �� - � , : �-, �, -,, � 1 , ; " '11� - I I , . �-1 . 11, I �, � I - - I z,��;,;`,, ;,�' , ?�,,I, �-�$� �,-��,,,.7,�, -,,--,--',',' " �l � -, , ,�, � ,,�'��' "";"-, ,_,`l_'_ "J"""'r, �� �` 11 I - "", " � - ',;* , , � _ � , � � , � , , - , " , , , , " - , , � , , - , , , . , � ,- - , , , , " - - , " , , , , ", ,� , , , , - " , ", ,,,, I �,!',�,--',-': �:�,�' ,, ,, 11 I , - ; , , , , - - . , -��, �:,��, ,,�, ,,-.. ",", ." -,,,, .", " IT -1. - I I 1, I � I , , - - , - � , , , � - , , � � , - � " - " � � , -�,-:`,�,'�'y,-�:-,�'-, "�-',`---5�,�, , � �-_ , �,,�-' ��'-I� � ". ��, , � ,� ", ,,,,, " , �� 1� , I I I I . I" I I I , V '�I�l �,��l � 11 , ... , � - -� , 'I, I- - , . - � , 11 I I , I � I " 1. . - ; " , � - � I; � �"- � A ,,,� � -1 11 � , � � , - , � , I , I I .1 _: I'll -, I 1� I ,-- I -­ - � - , , '' � " ,� � , . , - I I , ,� - I i, , - ,, !" -,f I - , , , ., , � - , , I ��: - " � , 1. � , " I , - � , - - - ... � � I � , 1�, - " � " " , - , x,; �, "I �� -, ,,C. �,� �,� , _ ,�'- I � - , � , , - ,; I I , I I I I 11 I I L � I 1�1'. 'I',-,' �, , v � ` , ,,�, - , ,,,, �,,,l , , � �,� I �� . � 11 , I �l I t, , "I� , ', - . �� ` ")7��,-�`,-� J, �: - �,� " -,o I -��',-- � �';,',l ,�i " -,,,,��, " ,,,,,- ,',,,Z, -:l: ,,,'-'-,' - ,P�.`�,. - , ,-�'-' - �, , � I I 11 � - I , I - , :�,, '-,� : ,,7 � 1, , - � -,� :-, �-1 , , 'I, � : " " ,,,:��,�, � , , � �,-� �� '� , � " �,� , ,'; , , , I . . , � , � . ��,!,`.��-!,:�,�', �1� �,,,' ,, � , -- , - , , , �l I - , , --, , I I , , , , , � " � , � , , , � - , -- - , - , , �, , , ,- " , , � , , , � , ,� , - � - , , , � � , " " ", � , - - " �1- - � � , ��l �V �� , , , �,-, , � ,�,' ,,,, � " �`i",-",�,,`��-`,`�, 1, - : , , ,:� , -,: I - , ,,, : � ,I, , I " , "" �', " " ", , , - -- , ,; ': � , ,�, - � , , ', , ,,, � - - , - I I ,- , , - �1- � � 1. I I , , . � -,', :� , , ,� " , , � "", " , ,- � " , - " - �', , , - " " - � ", , � " � -, � - , , , , � , - � , � , �� , � � � �---,, , , - ", . i ,,,� . - i e- , , ,.- � � ,,� , ; �,� - - � I � , , , I � - �, � � � � - , � - - � , -,-, , ," , � - ,� -, , , �-� , ,�', -� , ", - � ', � ,� ,�--- � - , , - - � � - - " � ", - , I , 1, ,- I �,� .", ,; " , , , � - � " " , �� I- - - - Z�I, " ., . " I - �, - , � � , �� ,, �� -� - � , `� " , , ,� - �l - , , , 4V - I � � .. �,.Q�lt�'� 1, !": �--,,,,�, , ,. "I -, './'��,, , �:.N , - , , " , ", . , �-,,i�,,,,,-:"� - �,�, 11 , � - � , , - �� - , �`- `4' �-1 I , I , - ''.- . , - " , , , , , - . � - � � , � , � - � , � , ,� - I I - ,�l , - - - ` - "I , � ., - , , , , "", " � , , , - , � , , , � , , - , . � � , ". �, , - , , , - " , , - , , ,- , � , , , , �, � �'�,- ", , � , - , -- , � - , , , - � � , , � - � ", , - - , � . " , � , � � - . , - �--. � , I :,-l";, �, " 14 � :�, �, -�, ��; 1,1' � "., .,.-, ,�� , " .--,-.�,,,,�,,-�,,,,,,,��,�,��4",-,� -� ,��""'-?,`� , I . ", �- � '1�1, � "I �l I- � - , � % � I "', �',,,�, , - � , �, ��I, , , , ", , " - , - I I : � , , - . , , - ," � , I 11 " �� - �- , , - � �, , - - . , , - , � - , , , - - , ", - , , , � , " - � , , , � - , , . . �� 1, � " , , , " �, - � �, , -� , , , , , , , ", ", , , - - . , �� , , - � � , - , - , , ", - - ,� , - , � .1 � I , - � , , � - , - - - - , - - - , , , � - , �; ,I , - :, " ; ,-., , -� - � , , � -- - � , ", , - - - , , , � , � , , � , " , , � - � - - , , - , , , , ,� �, � . -- � , , , , - - " .", � - - , , � , - � . � - , , , - , , , - , - , , , " -- , � , � , , - - , � - - - � , � " " , � � � , . , , � , � . - , " : , , � � -, �, - , � -i��,, � � , , , � , - , , � - � � , , � , r - , , - , , , , - - ", , � -- - , � , � - - � � ��l I �, ': -, - - - , , , , , , , " I � , - - I I � 14 , � , , , , -, , , , , - " , , � " � - . , , � , - , - , , - - " -- � - , " -- , , - - , , � ,-, - I ; , , � , '. , -;- , -i�'l n I - , , �,�, : � � � �, - � - -- - �, , ��,� � - � - - , , , - , -�, � � , - , �,� � , , , - � , .- �,l " : , � 'I" , � I � I �, " - � ,�, � " ,,, �,�,%,'; , I � - I . � ,- -- - - - - - - - � :� , , - � --,--, - � ,� , - � 1. I I , I I I � I , , ..� , , I , -, 1, ,,, � I " . , - pn2t!�!�� 1 1 � , I I .1 � I I I � I ;: r p N �� �^. ... -. ._ 3 .,7 �.... .. _... � >\m 2}/ \\\ 4s» 2 \ /. . ,9 c ®. c®2 o»= J_j ., : , , r —low < ,. .r ._ . , n. ..,..... ..x ._fi, ..x ,,.. .•.:..r. o , >, ,.<..... �... . .<..,... .. ,t,. . ...:. _ <., 4L...".. . rx+, .,,: .... r , ,s.. . Y.;r -t•,,_'... :.. ._.. .w,. ..,. . t. r5 .., ,... ..•.ai5, ,.... ,._., ., ,. _ .:< r is- -,. .,.. , ". .:...: ..a.. . x. , ,... t..: .-, . .., x. ,., <.,. ...c , ......... _ Y . N, f a_ Ny .. ISN'T 2 NZ avonv J TM goo VIM «. 1. v `"', k ., vv 'a,:... .. .. .. a, e, , .., .-., ♦ ,:u.. . xa. x, . i rt,. , .,{;t _ .. ,. .. mm, fir`.. mow.. , ,. .., .. . , .. x —•. , ..... , ... . ,...� -... ,.. z . , < . ;r , , t. ....� „ ^.'..:, . ...» ,.. f. , _ ... n ,-Y ., a , ,.,. ,... r. e. � ..•. .r «n .x, >,..,.. «r 4.:... :.... ....,. ':=n .. , .. r-. o-. ,. ". r ,.. S .2. 1... .. ,, r ....•. yy ., _. ,t .,. .,,: ,ac:cx ,. :x :. ,. .. ., t = Ito � , ,-_ r. s 4 ,. ,' c , :. ... e. «. _ ... ,r.a.,. ".. L m, .. },. ,r, Y' „ ..._ ,r•,.. . C' r... ,r L Von a ., _-.. _... r.. _ " , ... -�- ",_< .. r ... ,. ..... .try n.-... ...x .. ...+.-.•. _.. 4....,,,.. ........-,fi._x,, .,.,,n. Win.. � ._.....,.... ..:_ _., ... <..c .. .,_. .:. ..-__...:. . .. .,-, , ..__n„ '"Nr.,,..e__., .,n. -...., .. ..-_ x..,v ....x. t, _ ....... .. .. ..£.. .. -. -.. e. _... ,_ _...,.._. .. _. .. <.. , <,'.. .,_ .. 5 ._.. ,__ X. ..., - ..x, «.,..,. ... : , ,.,- » .. s .. .. _ _ .., _ w .- .,., b, -. s .. , _ ,. _ - .€ - < _ - _,. _ -... ., ., _ , ,_ i :,;-, l !" °. r. -, ,.. , ,:.. ,.'. .., .'..,. .., < ... :.:, ... r .... :.. c t =,e,,• ., 4.,... v H. , a.. . , _„x.s . ... r,Re., +v.. . .. .0. ,: >,A ., y >,...�.«. . 3 .. .. i., .v>htoY ',sC«_ .Y_, �""'{.r.+. ' $.Y. ,, .r. . : }` .,.I ?.. �::, .-.. ,. ., .. ,. .x;...: ,a, ,. r.. : ".. 'ix. ,k �, +':YM* ,.., xn' ,,% . ...,....... . ,>. <,«. _,..<.+, .„«<. w. . S. ,: ,,....•,. .. ... ..,.. .Yom .. .r,.` , ,... ..... v, ,..[.,. . ,,,., . - . .... ,.... ,.,.., .x s,t.x'. > t..:. ,. a ,..., „". ... -,-,. ..fa . .,.,.,, ,.:. :r, ,a ,'_..�.. »...;.. .. '.e.. ,z" a... K.. ....,... ., 4.. ..., <,-. x:a,, 4 4 V.wn. .. fah. ....�w k�` x", . K ..i `.",.. .. . ... f w": i'ifW�•,.,r;.;,5;.,v,. ' L, .'.. ..R"`.1 . r ,.: '_: a . s:Xi?-v-. .E,» .. 'idsx..>r.......a..,.<:r. _a^f ..... .,w. .�y. u ,..,�. . n:..��:ti..<r« ..."_, ,... ,.. . >_,; r €, ?':,an,l,L . ."c. ✓. r. F.:..... 3•... .`$, ,�Y,sw ++ .i. ,�. '. .M.. .. .-:,.c ". ,s«n, .. 3 �.a. .. -..:,. ..k. . ,. .,..Y'ir' r,.: 1h ,. ., S, ,».".F."...:+,x.. ....r..sv,,t,4... „..... K } ::„,�»..`4�i ., , S. . :,. ..t..„.t1. �+..�`...a'v.. iVm".. ... vw^ ,. r. „ ,e' Y.. ..a. ,x 3r.„x,. , � ... .ac. €„.. r t, ..;. . ;.>_. <. X. .. r� . ,`.. _5.. , . . ,s:. .rs....^.r". .i .R. :. '§:1.:<Y'';.�,"t¢.r. L.. .' .4 :..,:. .,. ser.,,,. . '.aha .fi2. K....ai.r",.'�.�, 'cS•�x_Z, 's"'v.. ,..... s.:, ;:S P7''r _,.'x.1r.".C' S�+Z .,:'. � h .,v 4•'¢r'.,. »,_ ,. J.n.. � 4",}. . ..Lc,v, .:s`. ,rr�s�.--..a,,r. a.;'�`ri J+Yi'n� "t.R.va t&v.'. �.$' §"",am.c. .uu 3. %J�i: a ^ i,. 3._�'., . ..«, ®r'.v-_ E.. ix. ..,_ _s.,x..,> >:✓? ?: :::, .S+I ::a^{F".,. , Ff ,. ... '.;tx ' ,. -•>. ... C^. k <. xF' f me� �'` I, � �� L, X; F .... .. .. r .::, t. .. f..fi + r!.. .. J.. _ �:... _ w3. _.. _ <... ..c . _.. �'_._._ ..... ... .. .. _.. ... ... .... .. _.. _.. _... .o. _.. _, s._..._. .. <_.fx.,.£. ,.. ...... _.„. ....... _ .._ ... _._..> , ... _. _. ._.. _r_w_... ,.i<__.._.. ,_.. _.... u... _ _. . .. ... .. _. ,z .. .+.. .. ... ...... ..x.._... ,.. ._. ., _..., .._ m,... ,._ .. __ ., a._...._ >i. <yxa, ,v .`J.=S. .. . _.. _. ... . _. .. x ,,J3 _5.+ ,r, ,., r .., r..,_.., r....i..'. ,..... ... _.n, �. ,'d'.'a` ma Sof for (29 section 4 r.- ;I w/ 4 x 4 past section (�' -ail w/ boxed co. (28) 9, 'fri J _._ - - __ - __ _", u for 4,AF,4"� 44 Phf, t l U33 section (a) boxed post 4,- Ca At. , $E k 0 Sof for (29 section 4 r.- ;I w/ 4 x 4 past section (�' -ail w/ boxed co. (28) 9, 'fri J _._ - - __ - __ _", u for 4,AF,4"� 44 Phf, t l U33 section (a) boxed post 4,- Ca At. , 4 I'K am 0314 & PAW dof�Ntl�) Ljgis� NOW v 4-v C�o� I u rM n 1)(4 �t Mte7 Pl el cal 2x.4 Ff u H C�ff 10 rwME 11 i-sa,er & ^ lk . hum. I Ira -P-- )p AIM 1 - NJ " Ow'' REVISIONS NO. DATE. DE,SCFWTKM �VA � ,,� - fir• ��;� .WIM.i IS I Off- r wn L- WISN- - �_� ..fir- �� i� � � • ��,...1� ��rR' ,/%/ � '• Aki US WE AIRROV CAOL MMJ AGE OF RYE- BRAAK T GUIR VIL QTnuceTee �� MONO Ab. -.I FAq' j��-. _4%0_ 10j, 0 At-: '00 �� 100 P/feserved decMuous tree Transplanted deciduous tree Preserved evergreen tree 100 Transplanted evergreen tree Proposed arboreal planting Wetland plantings Golf safety line shrub pla ting Amended Upland Tre ist Shade Trees Acer rubrum - Red Maple Acer saccharinum - Sily r le Acer saccharum - Sugar Maple Cercidiphyllum japoni um - Katsur ree Fraxinus americana - White Ash Quercus palustris Pin Oak Quercus alba - We Oak Sophora japonica -h'tScholar Tree Taxodium distic um - Baldcypress Tilia cordata Little Leaf Linden Ulmus parvif is - Chinese Elm Evergreen Tre s Cupressoc paris leylandii - Leyland Cypress Pinus s obus - White Pine Pseudo uga menziesii - Douglasfir Tsuga canadensis - Hemlock Flower'ng Trees Co nus kousa - Kousa.Dogwood ataegus phaenopyrum - Washington Hawthorn agnolia soulangiana - Saucer Magnolia Malus floribunda - Japanese Flowering Crab Malus 'Zumi' - Zumi Crab Prunus sargentii - Sargent Cherry Prunus yedoensis - Yoshino Cherry Syringa reticulata - Japanese Tree Lilac WETLAN LANTINGS Trees / Acer saccharinum - Silver Maple j Acer rubrum - Red le ALnus incana - Speckle Alder / Salix species (Quercus palustris - Pin Oak L.iquidambar stvraciflua - Swee um Magnolia virginiana - Sweet Pay Mnolia Amelanchier spicata - Shadblow % Nyssa sylvatica - Black Tupelo Shrubs Salix dicolor - Pussy Willow // \ Cornus stolonifera - Red Osier Dogwood/ Ilex verticillate - Winterberry Tlex glabra - Ink berry Vaccinium corymbosum Highbush blueb rry Viburnum dentatum - Arrowwood Rosa nitida -.Rose Rosa Carolina - Carolina Rose Herbaceous Perennials Aster novae-angliae - New Eng and Aster Astilbe species Ferns, :Many Kinds Iris ensata - Japanese Iri Iris siberica - Siberian ris Iris pseudocorus Symplocarpus foetidus - Skunk Cabbage Viola species Acor us calamus - Stoee Flag A sma plantago -aqua ica - Common Water Plantain Punt eria cordata Pickerelweed Liemeroc lis speci s - Day Lilies Typha spec -* ,s - C ttails Tussock Sedge Rushes Golf Safety ne Shrub Planti Cornus al a 'Argenteo Marginata' - Vari ted Red Twigged Dogwood Cornus a a 'Sibirica' -.Red Twigged Dogwo Cornus ericea 'Flaviramea' - Yellow Twigged wood Elaea us umbellatus - Autumn Olive Ilex erticillata - Winterberry Vib num plicatum 'Mariesii' - Mariesi Viburnum Ro a hugonis-- Father Hugo Rose R sa rugosa Rugosa Rose eigela florida - Weigela REVISIONS NO. I DATE I DESCRIPTION P Berkus Group Architects • Residential Architects and Planners The Hillier Group • Conference Center Architects and Planners von Hagge Design Associates • Golf Course Architects Deborah Nevins Associates • Landscape Designers Steve Clark & Associates • Urban Foresters Paulus, Sokolowski & Sartor, Inc. • Civil Engineers C I N Y, zsQ-� q j• SAN .. • 10 SA 4- IZ �'� >1J/1\ <<•. -'d! y f �1• ®i (j :. 1/ ;�;•. /� ":-.._,,_ •`'`\ �� , gyp` �� 12 o. C� • ' .,l •� SAN _ / •� • \ O S• `• \• i C� TRP d � �,• .253.0 ;r': ' _•-''• - - _ _ ' � '�/ � .t \\ / ,�� i i ,G - ,��, S -/ 252-3 ' } r 4 I \ 04 ri r.- k t +•: 250.5, GREED -i• 'i -. Q:)UN CSS -,•"�, • ..t i` �\ •% �' i - . •' Z • s ' • / • Q r/ W EXISTING POND LL - 7, , , ___ r' _ , : ° t.. T Z515 ' - p< r, ,,REC IAhs' //•• i 1 �. /� fir` `l` "\•, /Y, TRAPf '/' O; t - ® ` . ,/ •'/ �� AND /cooY \ • 'RAP - - . ' �' \`'� �" "G.' ` -1 '•":.: � c•\,, �,_ Y.J. - • •,/'� ••..•• a _ �� fir' �, ) �.�. _, �,'• �� -_l rte' ` .--' • 1 •. .7' " ti • • • r • AR Nq • /l `. 40 _ s ` 1 r , ° ! ' AS ------------- /77 7 Uj • 4 -- 1 , t a -'ter � l : -, - - �' �"' 'r , , s • _ • • I ' . • .1 ' is r 7 `'X77 , s • , {V. • : F) • �PM • • /• • a" ,�1 .• -% 'f f, t' , � s S �/ -'�.+ ��� Lig' `• /may} 4 , v, i II • • J r " CA • r _ AS - v6- x C• , A MF PM -- - xy 4 • - A. AS J 07MA „ r _ t� ' A_A _ I \- MATCH TO SHEET 3 CAROL MANAG16"IIIENT CORP..: VILLAGE OF RYE BROOK WESTCHESTER CTY.,N.Y, SECTION ONE PAALM SOKOLOWSM & and SARTOR COIMLTWO ENGRWM 67A MOUNTAIN BOULEVARD EXTENSION P.O. BOX 4039 WARREN, NEW JERSEY 07080 PHILIP A. FALCONE P.E. N.Y. LIC. NO 058548 SIP",W. KALE nlia NO. 100 MATCHUNE MATCH TO SHEET I A—A 301.6 story OP7 45(9.41A r 2 i Preserved dec/idows tree PM so FarPOO/ EXISTING CONFERENCE CENTER Pyr 273.2 AN P Transplant deciduous tree OFF-- co V 27.8.8• Prese ed evergreen tree :o P: TIC, .5 30 -.i) V,I 49.7 Tr ncn1!.%ntPd PvPrareen tref, 4 • • • L41A ffieA, _ ` � . , ? I � it i �It � / O � � . � .: i � ' � _�;►�_s , i� ' , � � .' �} �ly'� Vii. ,;� �! ;_ _-- � .,/i ; � iii_,. -41K Tf 'R f. I& -302�2 02 ELMO - 001i polo REVISIONS DATE NO. DATE DESCRIPTION i PAULUS Berkus Group Architects e Residential Architects and Planners SOKOLOWSla SCALE The Hillier Group e Conference Center Architects and Planners ARROWWOOD and SARTOR C4111 CAROL MANAGEMENT CORP.46MIM6 DRAWN von Hagge Design Associates * Golf Course Architects VILLAGE OF RYE- BROOK WESTCHESTER CTY.,N.Y. 67A MOUNTAIN BOULEVARD EXTENSION JOB NO. Deborah Nevins Associates * Landscape Designers P.O. BOX 4M WARREN, NEW JERSEY 07060 Steve Clark & Associates * Urban Foresters PHILIP A. FALCONE P.E. SHEET NO. Paulus, Sokolowski & Sartor, Inc. 9 Civil EngineersN.Y. LIC. N0.058548 SECTION THREE SI owe Ude .. � ® 1 �r/) � .•..ate �] '�•1•rIJ , � ♦ '•"�� � - `� ��� ��,. � / �•� � moi/ AR-ROWWOOD - - CAROL MANAGEMENT CORP. . 4 zr*o _ X11`► P, ��„ �.-��\ �,- '� ,► �_..� �� \ .�,�. ,. RESIDENTIAL. ORA -DING & DRAINAGE'. PLAN Herkus Group Architects *Residential Architects . • PlannersThe Hillier ! r. • • • e Conferenceand Planners�. • A i \ �. a '/I��0� lip •+ . NNW M von Ha Lye' Design Associates 9 Golf Course Architects Deborah Nevins Associates Landscape Designers Steve • • Associates Paulus, Sokolowski & Sartor, Inc. 0 Civil Engineers 11 \ ►11 / ►I/1� It1� u � �, �'/ I � fin•►..t��► .r � i 6 1�! O� •A%1 _ P-7-q-4 1�a• ._tem I01 �•. ♦ � r i ► I -it 1 �� / \111 � �. _�,,•'• �� �LtiiZt'� � .� • • • • /! 4 � �w �'� � �� �� is \., ,V i,,• — � � '� � ���` �v_"���,F/��, ilk OWL, MCI i �`` <a . • .. • < �i - ► ��i�► Astilbe species Ferns, many kirids Iris ensatal"japanew'Iris tom, ice/ \ Iris siberi6a - Siberian Iris Iris pseiiaocorus 5 e-11 Symplocarpfis foetidus,- Skunk Cabbage ushes WAN a .-- Zynh s. species _,�V a FA AOFl '400 MY Corn •� 4t r�El�a6gnus.. ,.rry ILI tv .. tri ®� DESCRIPTION ILI tv .. tri 41 CONFERENCE CENTER ARCHITECTS 500 ALEXANDER PARK CN 23 PRINCETON, NEW JERSEY 08543-0023 •1• � iiiL "AW PI Lug -a M BFKKUSGROUP ARCHITLCTS r GOLF COURSE ARCHITECTS WATERFRONT CENTER 17823 THEISS MAIL ROUTE 1010 WISCONSIN AVE., N.W. SPRING, TEXAS SUITE 650 77379 WASHINGTON, D. C. 20007 202-333-3777 713-376-8282 -55 -0 f 151- M WW", I Steve Clark & Associates, Inc. Urban Foresters 9000 EAST CHURCH ST. BUILDING "B" SUITE #201 BRENTWOOD, TENNESSEE 3'702'7 615-371-8515 LANDSC:AIT & GAKDLN DESIGN' A CIVIL ENGINEERS / WETLANDS CONSULTANT PAULUS SOKOLOWSKI and CONSULTING 72 SPRING STREET 67A MOUNTAIN BLVD. EXT. EW YORK, NEW YORK P.O. BOX 4039 10012 WARREN, NEW JERSEY 07060 212-925-1125 201-560-9700 ' •259.3 2� � cam, /C� \ A T ID / o ,p 5 3 ���Q� a NOTE: KEY PLAN IS FOR 'ILLUST TIVE PURPOSES ONLY, NOT TO BE USED, FOR C®NSTRUCTI(�N° d 6 2 0 y x3i / ?� `rte '3�- I o� '1 � t 5p 3.9 ,Z %'15 GREEN �I 25,0 / �2p06 / ♦:./// z, , V, E. �i40 • % '� •'-zr•'t" 16 / \ O iO hpy)�ily0 / ,(t .,25p.`, /h • S ,�:: , � '�• ' : E� i �p � 7( 71 160 ) 3 3hi Av �� �, � f� <,• •�:. ;�„•„_ � 1"�`"�-..c'_.. f ,� , q����zbc-f ,3249 / �` o� 490 •,� \ � / , � -� . r 4. r. Ohl ✓=' -/ +� ���.�� • .J-� 0 n �o \ �� / � ,�. ;k�.».. �j, � •'/�- '� / ���r dz ��� v soy . .: ,• . � - _ �� / ago ,•COM T gp STATI ��� ZZFA \ \ -2p �0 :.r, -r`' .�.. rfE.. •�� \ `\ "O� i,Jq' .\ :j, '/ _f► ? \ `" / 326 • J. ... � '. . 1°' � 1 :•�• \ '' 'o ,`�_ `i � / � � ) �IZ ���. X246 --� A 7533 \ �\ _ •f• fir: _ o a q I�� C3 ntm w �=h SECTION y �z�-; SECTS T S O / •:t L 8 Q9 ...,. r• r a , t / :•"• , a 91, - t9 . � h .. .. ._. ._ :. ,. .- :••\ .. `��. \..\ ••--� r,;,• I=as ,307.6 • a 4 •, r � / ' 302 � 4:r 3 ,/ tip /QN ... ••;;.. ".: :•^ �' � �/� / _ - ;,:• 6 � � 0 - '�;'. A \p / ./ .// . t I I \ • Z66 9' f . O ',^-„•�\:�► / 1 ... •..-. --i�. ••. t�%.:• , �� '.nolo rli 0te e: 301.4 \� A 'y `{ ,,rte•.�: ep rc�J 22Vy�7 r `c3iz,d 30 t'6 3 `�✓p, 3004 306.1t7i 307.40 32 i 05 9 1f � t a 6 7 i a F � �A•• c 1 -YoO: �• ti I/ 5 t '1 4 �• \ 02 '0 '3 3 I wt l Y 9 `1 , ..ice. •a �' r 3 • 9 l '1 .3 •3 T / Z• ..ti iJ it gi° :T� D - f 6 ry 0 3 zM 2 3 i 11 W \ 6 0 E' 1 i J 6 378 O (' N E / \' •� - �1 'G r TO .j .i06 B b , 79..° r� ao A ' F ••P 30 ! d M a� 1 Q r 3 , •i i t s • z 3035.9 � 'P ,gyp _ ./. - 0 ;T \ �` 306.3 (•' 0 P X.• i l' A: S O 2 7 1 ti 3� 0 0 3 •I?J t al4�" /• y( 30 IFm 2. / 1 c P MZ,• 1 0 . / . 2630 , [ • - -. i / ..i ,' � x � P f ' • , \ / A 106.3 , I• .. ., .... ; :•. . MF. - � �/ � 30981 1 �; _ 1 .763 e a ... . � -• .. ...4,E •: �� �� •• ftp I t / A 0 ,!� ► y i ,... , . .1 : ' r ' ' Q •,.�., _ 303.1 ... ., .. .,� .. .. ..... ... . • /rte ,.. / / ,, / .. .,. C , . • 2666 1 .. ...'' ,,�• •' QP S ., .' :L>••'- ... '• '.1-� � T"':_ � : '.. _-.. �' TS � F( �' r I•• •,305.1 , / Q ti' .• '. h :c '•/ �� t 'F 3 L� r - . .o � . /I .•. � ... .. �t •. •• .. . •,• ; o � 1, '.i, . .� ... .. : � A s .. .. � X101 ° � •' •M� :K° v '>' .rr•�' 4 l s � 30 t / 9• � r pp � ire. ., :0 i •s a T (� „u 9 r i •. y -' C � 4 2 ,Awr Fromm ., 0 TCL � i ) S b ,• . r •. i � , - '.. ' : ?, 2 P . TEE y 305.9 cr,' T NEA 0. �•: � 1 6. C 'Q , 3099 V .�,t 1 ��' � // � �• d �T tK I G 3 I. t or cp - e t � i'+ it �' _ %• N t / o 30! i • O 0 97 • 2' • P 309 . P Q JLK. I 3 O 8 a t' c J� k A ib A 4Y J O ( J Q t I : M .' qq I \ • C K 4> A � I A h. 306 < / �ti •ti _., „. •.- � ,. ,i./ u ate• oQ `sy- ('�l, � 47.:. � AV � '- " Q .�' �-.,, ',Y I•°�~ '( / (- / ,,��++,, 4� P � (J '•/ / \ •/• C.:!' \ °'°\\ GREEN t., f •ti • �_ co �•i I• �. -•/ oz 2 I' 3 AS 305. - •r •o v / l �. - GR C :• , . 1111 S R a E T E• / Es S s d� I• / •J . //// •O 305. a 1 .A �f .. P • a I I \ I h V t 1 C 3089 b h 6 I �T : Q 0 11 •C, 0 / i / 0 C Z 5 Q � I• 'X 3t 3 s i a1 9 4 4 5. \ (y 9 � 76 � v �Y •1 0 30 0 _ lq o .t I. 1, 4 3 P 9 S - 9 'eat o r• �l JY 5 '�• 02 ' •?D , i °/ o Q + S Q \ 6 !'` /• '�� Sola { b y o � P 0 i o• vE3.4s 0 b 30 •O l 'zs? z M F r 1 F +� � / 2 4 ' S 0 0 r. 1 � :r F TC d� 01 s o � , r• l 0 C Z _ 15 i � 0 0 'Y 4 M 1 R V A r s 0 r 405F � m / i• 304.3 R / A X r, i i 3 S JO, O � '309• O J � >p r > 5. z ,oB / 4 ?/ 1'aJ - 3i3• . / o Q ?/ 0 a 99 . 4' A s 7 \ - 'J 48• •,� �' v rp h k I 30 5 / F A ° / J" D i• \ �f18 •®• 'k 4 CJ e u� . 0 i 30 14 1 'h 1 3 , SasQ W 1 9 e J i / S r� , 4d v / /•�b 3 n O v / A 12,0 y 1� 5 6 I f 1 �\ t / 1• J• r I o 04 5 3 PS / I • J30 1 •Sl 1 3 A B r� r •4 �� :f t • .r , .r , , : f/ 7 0 ROC 4_ #3 54 7 ' o e \ / , � .'.•' .. O / .• • . 787 ,,: 2 ,. _. .,,: :.� , O.. P�..,� E' :• , .:..,. . [�j a !�.. / •!l.-.:; ' z: ; • / (D TO U \O - •/.' io ! 2 '�• T0 .s.. 0 1 \•. o>�to O � 30 4PS _ HOMES AND PARK IN 'DAT C;� qof/l I r / / 3o l. a Q Q I r ._. / .�.• .✓ (•. Sl - R _ red .. g qui I / a :.., ... .. .; � ... `'. 160 1 .'•, . •.• •,• -'--'� r /' ' /• • � ( , b Cmu1u i ams) 1 / / M ,, .. \ .% , % of 04, 64 - 1 Bed,num (2.° aces %� .- . Oto ,. .. ..: ... .,,. .. � .. t, •�.... , . < n,>m ..e 9° 96, > m 44 / QP MF 4 i 105/ j 3 z - 'I ucir c sP' 3os� - C' . 3 /t I•"•, '0 256 254' 7, 0 e ' •I 3 a 148 d , f lln _ h 1• I / t .l 13 8 - 9 2 s , n 3 b / k 34-8.2h �• QP ca sj ,' propr r I ® .l• - ` _ p - � .• . � .. � � s . t•: , I I � 6 \ d� . • . 4'1(/ ' : ' `- - _ 97 +'' '.fit. 1 5 cdmmo Q a y ,. S .}t2 -.. ,�.. q .•• .• � .•; �,J 305 for L T \ ( T \ . : , :. :,I •. 1 \ N Poul.0161 3065 G I P 306. 7I yyQQ]y, Y A c , / o 383 4 0 +a I l T / \ - pp I lUtl tat / t TC rt I mfo Co - a u 9 O .I• t .0 Q _ i c I •t 3e e' I E + _ S 1 l• 0 .: .. , • .. • . • . �(/ . • . , .. ,, 4 n , .: r: � •\, a 305., �l�f�/yf� /09 \p� � rn z z `O• V N • cB .l lt/i t . •. y jj d \ V , ca 1 sws Tr , .ti � G 1;. a / �.\ R 1 W� .o, 4. 5 \ •fY a / y ti C:. F 9B .1 3 1 - ?2 1 r D 01 9 N 3, ,,. h � 2 3 309 e � y A C 3 ti - •55 a 1 Y' 412 \ A .. ...,, ...•..... - : v4 • .. .,. ... .. 949. 1 y. ..,-.. ,..•: :: ... .. ..' '-3• t m •M ( 09 0 F. RO01, 22 9 ( m C �' ao •i • R - , R 9 D �3 �y3 / O t E 9. e` r It Z , I*T \ M ti 'syr• f'b � ie" - I • r: ' .� o / a w 9• CJ oI � Ne - N / o H arrl 0 it e 2 t �• . i z95 e Y P� 147 , • i i . x ttr . / • . • �6 ':., •'. \�32B.3 \ ^; % m - -a /� an Tee ChiWnnec r xy Ql N ..f. 3 \ / 1 f Y \ F „ / .. ., ... .. X .", .. t l .. .. • � 3,2 B •• 3,4.4 . • , .. - 398 - ... .. •. \ �'vGC6S7//' - E � .•, ., � � / � � .. I tti 17e, '0 •� __ __. , C 3BS ct l� of M� Q mentoje a >p / - 09 \ .y \ 2130 290, - 298 .. ..•1- t%1 , 19 '- l 3,. :•, ` .. .. ... it ,.,. •, :'' _ \ •1. • 9 � \ , 3,? \a 933:.. '�\ 193 H' '�\ J�)6 •.. ;, / _-= _ .: .• �. r I v 2 -••. • l./ � "C� \ P lY 1 `'t �0 p/�1 �s. ;a.:. \'•'.• 30 9/ i5• �`a• � �T Arccts and PlannersBerkus Group ♦ 25 - �h7 0 ': ii t A^ �. • t to ., / • ' , .':�:.: eo /.,, °� .-z :.. • .�•: G9( ... • � - •�P \ ti ',09- , Al l �,•'}�' � ti GREE o restersSteve C tik • Urban • 4 32 •� � 25aB . ''. :;.♦;; �. 398 /. �':. 1'' �V 232 9 /• • '.,• '3 I' i • 3 2'7 Architects � ./ - ___--- ... . .... � • .. .: . I , . •I ,�. �'.'L ' _ ct' tes •Lan sca e Arch �dP', / - . J / / R, /, /.• Deborah ns alss p i 290. l.'a NS 7 41 �a 0 h / 4 0 ' 34 0 •.. •. , ... •:.' ;• •�' " ' ;: "�'- � 3,04..� .. .... - .: .•. \-- .,-. M0 TC / :�-� �1•` )ao artor• nsultin Engineers h - \ \ e 398 9 "i 1 .. .�, , _ yr,..:,. • • o "• - •.. � MS 20 � •�• 30 Righ r wee 9 n/ z• / / 266J ____ Golf Course Architects R R � 303.66 •.. � - • . e e 06. •�.. egl�e sociates .p jef 3, S t / 761.8 ' : •'L✓'•.. "� - _ h 0, .. •f �-._-... -. ... e - ._-GM1pll1''.:-_'--_,.: - - • 09.3 ,0., h PS _ 3 7 9 2 , Q ,! r23/.1 r i l . 93 .:. •' -. .. y+-.--+-.� �•- 9 i, 7• /M-OO.B 66 ,.: : - .' .. • . ' . .. .. .. .. _.____> - _- _ ;T-:+_-•.- ----- i�6a __ _--- .K is -----_ -_ ---_ _--_ __ _- __ _ - _ -_ - , n �--- � ..... _ __ __- • c slava / -tl. S - z9Q _�_-_-.-- _ :M tZ.Li.6t S t --i- __ �:..• O _ _ -` 3, 09 ° TD - _ r .... cam, 3, r� es s ooro,s• r.es63'�': �`' _ 5 / 00.9, s /--'•----<'- �- = • ., 320 t ,306 6 ,•„•,.-..r....-v 322.3 --' / :e OF S£.66 S / � � I �/- /•1%� 0 j / \ ,2965;: I :\ TEE \� ,7�J 1.3 '7937 100 0 100 200 III -1001 ;: .. .. -.- gym:-s�-r.,,• e DATE REVISIONS 5-31--90 PAULUS NO. DATE DESCRIPTION 0SOKOLOWSKI SCALE Berkus Group 'Architects • Residential Architects and PlannersAROWWLA")6" , I AZ•ZI �(ecr�u- t'r `5�,r�,lz>, a & and SARTOR The Hillier Group • Conference Center Architects and Planners CAROL ANA E�iENT CORPo . �oNSULT�NGENGINEERS DRAWN von Hagge Design Associates • Golf Course Architects VILLAGE OF RYE BROOK WESTCHESTER CTY N Y °� ° ' 67A MOUNTAIN BOULEVARD EXTENSION f P.O. BOX 4039'. JOB NO. Deborah Nevins Associates • Landscape Designers - WARREN, NEW JERSEY 07060 g i - Steve Clark & Associates • Urban Foresters(1 :KEY PLAN PHILlP �. ERLCONE P.E. / - SHEET NO N.Y. 1C. 0.058548 Paulus, Sokolowski & Sartor, Inc. • Civil Engineers rr / 4 Sipl°Iws Dole ARROW. WOOD MASTER PLAN SITE. LEGEND. PROPOSED CONTOUR At "w 25-9.5 C 0 E w TE PROP PA ------- / /3AND T R w E 5 A 0 0 �, - 1� — - I- q� �/' I , ',A TR P ()O I PROPO PR 2519-7 O RM MANHOLE U ey), 0 FLARLIJ AL C PLOW ILf= R 5 I /* T F ('0 L U W 0 IEXISTING- POND� I11, N� I —4 ------ --- -- 2 CREEN A ND SAD �10 IT RA 77 Ilk. 1C IrA 4 I S /L - > \N ---- --- I444f o 777 5' ;ATtOt4 V AS' .401, IRV* 266.9 U 7 7-3 el�� Vr 0 C) I4%� T� A 256.3 o\ 7& �44V.L!' �I.Wkti I VA FF, 4f \j N '=7 257 ------------------------ F47�4 4f 4f ...... . .. .... ..... 266.6 - ----------------- Z� =mq I 0 50 0 50 100 IA6A, _T MATCH TO SHEET 3 I O' 'PATE �REVISIONS IWALE -S -AU REVISIQNS NO. DATE DESCRIP-nON DESOk PXTE IPTION NOTE&, ",Berkus- roup, Architects Residential Architects and Planners TOR ARROWWOOD and CbMSULT NG ENGINEERS E�, r ­,­ DRAWN, ORP The, Hi -Group *Conference Center A chitects- and Planners TORM. SEWER LOCATION A M E-E­�GRADIG & DRAINAG Ilier I - T CAROL MANAG EwN C PLW* Igge Desi ciates e Golf Course Arch*tects W--�E$T VILLAGE OF RYE BROOK 61AWOU AIN, BOULEVARD.'EXTENSION von Ha gn Asso CHESTER CTY.5N Y JOBNO REFER TO SHEET C26 FOR"" NEW UILDI:.N.,� LAYO�T'. 'kO. BOX466, 2. ARE A7 CROSS�-HATCHEQ IS VOI6. e orah,,Nevins Associate's Landscape Designers W NEW JERSEY 07060: PH1UP-f,A. FALbow Clark & ss'o'ciates Urban Foresters Steve 9T, N( 66549, Pa ulus, Sok-o'lowski, & Sartor, Inc. e Civil Engineers ,k , ,� ,, .. .: 3 Z15 3t© IZI)S KPM W9 NO MEW � �Vn LL C "-' 50' 14��) P..( Z, _ i CAI 'd$ �g ill Q '1 Q i---- M, IN( -'9 - u= PJ NVQ r. �1 - ------------- G;r a 7ja�i �.� �- �' per/ G, C a• �? h�r 1OV, INV, zqp-"`i� z 1W. 29 4-, 0-7 112 +. 1 (�+ w too *00 Z4 oo > 12 Ail 320 310 M1.0 o 7+00 6+00 9+00 V15 ME m p Rylis UM m CON lavo NJ r=4� M9NT i O+ f +0� f ia- 1c 1 320 310 M1.0 o 7+00 6+00 9+00 V15 ME m p Rylis UM m CON lavo NJ r=4� M9NT i O+ f +0� f ia- 1c 1 IMS 2190 ZSR 21r2 21a RM 2y5 24,F5 2(60 U0 t *00 Z+UO 250 2�5 IL QST_. j7 QL / til INV, 218,10 TO IMS 2190 ZSR 21r2 21a RM 2y5 24,F5 2(60 U0 t *00 Z+UO 250 2�5 C�aTE To �- CNm r -5F- t_1 - i O- t -OV-1. GOLD (p"GONG. �iLOGK T,�(a_ OR )'RST CSG %KT5F. IOFz �I�Ftu:E TO gece-We A Sell Coal OF T4F- OR. ,,SQ4441iiiiT►c f7l C4_&e(=- l ' ANG . c'C'ti 612- •pf;ac, sT UNIT j • s LAWN DRADETAIL l o I It wivsn3"Pell R c 70 AGS i'"( Or-Iv:II f . , — -1�11�11i�lll • - ll 1 Cal,• GOLI,Ar- " T4 3- Oi1 �tl �611` 8 GF, c ff_f . GGNG.• ALLM I NUM 113 r 'XTt?IOIZ "UN(I� 12'1 0c ��1TZ S IV l TRAI- I AGK i A CGT 11 µl► u��t� 7 �K i ��� ��_Ti� 6 6 u�i I'A� / G�� �i �— U n , Got,1G, GH�NNL. , 14 • `` i r l• I a•. . T u 17. -- ' 001 ill 1;151—Dj1 E -I INLET DETAIL" .f DIMENSIONS D a A B C E H 12" 11-3" 2'-6" I'-5" 5'-4" 5"1 1511 1'-4" 3'-1" I'-9" 6'-2" 51-4" 30' 18,1 11-611 3'-9" 2'-2" 7'-4" 51-811 2411 11-911 51-0" 21-10" 91_211 61-3" J, — T { Y) Pl_QA1 �/16Vi � SLOPE. V T-' 4 .AGYI1 i 101101 �� 1� 'Su�aN Y -A Cagy c °du 12•C.TUG 1 AU EyfXALD COt,'i olULQ5 TU 1101E ' 1 / 1'a2' I?OIYE�h 1'+AS° CuG��FES N 9 ' Iu 01:26CTIOU Or — �! _ \ EOC4 TnYr OLL 'DCIS Foor11 r1,I ov.nu ''� •� \ :!I IQ* ISS STOUt:S f._ O I • r .ff '� 1, f A . CURB N 6.26 FS oR QPf'P+OVeD � ; - It To l lti_ `TN1R� EQuaG=PRQOIgE 6"NEADPIEcE.' J "-4F 12 53TToa1 - r N W�UtZOUj' � MAX. 3 -- — • Slyu+lwa� T1�1� ; GoU25E5OF pSiliGK L I _ 5 MANwaL� 4owe o aacur -I- 30" 45' 41 01j '-0" 6'-3" 6'-3" 16'-6" 6'-10' 36" 1-3i1 7'-611 7'-6" I9'-6" P-6" 4211 2 1_611 8'-9" 81-911 221-611 8172". 48" z ' -911 10--0" 10`01' 5'-611 25'-6- 1 8' -9" — T { Y) Pl_QA1 �/16Vi � SLOPE. V T-' 4 .AGYI1 i 101101 �� 1� 'Su�aN Y -A Cagy c °du 12•C.TUG 1 AU EyfXALD COt,'i olULQ5 TU 1101E ' 1 / 1'a2' I?OIYE�h 1'+AS° CuG��FES N 9 ' Iu 01:26CTIOU Or — �! _ \ EOC4 TnYr OLL 'DCIS Foor11 r1,I ov.nu ''� •� \ :!I IQ* ISS STOUt:S f._ O I • r .ff '� 1, f A . CURB N 6.26 FS oR QPf'P+OVeD � ; - It To l lti_ `TN1R� EQuaG=PRQOIgE 6"NEADPIEcE.' J "-4F 12 53TToa1 - r N W�UtZOUj' � MAX. 3 -- — • Slyu+lwa� T1�1� ; GoU25E5OF pSiliGK L I _ 5 MANwaL� 4owe o aacur -I- I A Of Uxk Jill 41 01j FINiE�IWEP TO r1r_ :;Wim•LL ° tpr-`I' No' 3404 ve-- __ 0���`� 1r Ca A,�p�OV�n AWMIN T� GDR PRECl+6T' �—� ALL Jo1Ni A.ttE RUNGS 1214 _ - -- - _ TO col: &ZOU•Ti _.r x'YERIoPe �R54eE . CG%►T 47TaRGR , , 2...'011. III �R 1nL71a t?rfCil • s .; (V 1 iyv Y M-4MT -�'�� � IFLI, GASKJ; JQIF.tjG,�tt�:7KMlfltyT4I �1Ti` ., = _ — OW��fl� or -TUE ST12veTu�.e IIJ SlK #. INVERT � G� , '"- jO Asj�frl li$�1-cvi _ Ex 1»ra To 1 . �7 �1NG TO ASC(M. GGNG • — T { Y) Pl_QA1 �/16Vi � SLOPE. V T-' 4 .AGYI1 i 101101 �� 1� 'Su�aN Y -A Cagy c °du 12•C.TUG 1 AU EyfXALD COt,'i olULQ5 TU 1101E ' 1 / 1'a2' I?OIYE�h 1'+AS° CuG��FES N 9 ' Iu 01:26CTIOU Or — �! _ \ EOC4 TnYr OLL 'DCIS Foor11 r1,I ov.nu ''� •� \ :!I IQ* ISS STOUt:S f._ O I • r .ff '� 1, f A GONGiSTI NII I Ca +� I (n GONGRET� 131.�K WALL (FILL 5LOC.K- FIELMI-VNe WALL. r` ' I C1�I�1�UC�AT�D p,LUMt�lUM I PLLl I�UtJC, SUR FAGS a✓1-�V. 3p7 r� 8;1 — 15 r --r. w i I Y,— GUFF UGAT I_0 t'1 .'C>a►L ?fps olpA►i»,D SCJ RFAG>✓ I �Di�, FIG- L.DSTGN Imo. U.l®L L 0 CPII_t._ 131-OC.IL 5C>I...ID� � STANDARD CURB TYPE DRAINAGE INLET - It To l lti_ `TN1R� GONGiSTI NII I Ca +� I (n GONGRET� 131.�K WALL (FILL 5LOC.K- FIELMI-VNe WALL. r` ' I C1�I�1�UC�AT�D p,LUMt�lUM I PLLl I�UtJC, SUR FAGS a✓1-�V. 3p7 r� 8;1 — 15 r --r. w i I Y,— GUFF UGAT I_0 t'1 .'C>a►L ?fps olpA►i»,D SCJ RFAG>✓ I �Di�, FIG- L.DSTGN Imo. U.l®L L 0 CPII_t._ 131-OC.IL 5C>I...ID� � - It To l lti_ `TN1R� J "-4F 12 53TToa1 - r W�UtZOUj' � MAX. 3 -- — • Slyu+lwa� T1�1� ; GoU25E5OF pSiliGK L I _ 5 MANwaL� 4owe o -I- I A Of Uxk Jill 41 01j FINiE�IWEP TO r1r_ :;Wim•LL ° tpr-`I' No' 3404 ve-- __ 1r Ca A,�p�OV�n ALL Jo1Ni A.ttE _ - -- - _ TO col: &ZOU•Ti CGS• GOLLA� 2...'011. III � olt • s .; (V 1 iyv Y M-4MT -�'�� � IFLI, GASKJ; JQIF.tjG,�tt�:7KMlfltyT4I �1Ti` ., = _ — OW��fl� or -TUE ST12veTu�.e IIJ SlK #. G� '"- jO Asj�frl li$�1-cvi _ Ex 1»ra To 1 . �7 �1NG TO ASC(M. GGNG • AWU I INUM L it 5� 12 IVE a EaL Goac( cool Tam orz Aspud.TFc X7>✓�IO U S 12" 06 F- �"Mtn, 111 A{ ol L 6�2.T OFliu IL- L �d-�1G 6u ALUMINUM MV�NI4ciE �' IIII 1TA iG"Wilil l a&% F,tT CO. FwvE� 1'r ori "f A u G t:>7 2'(ot.lE �rs � uoIr hl"V e7K AKAVPL- °0M � 0"IN1 `i GgL►�H�D 1fON� . STANDARD PRECAST OLE E INLET DETAIL GONGiSTI NII I Ca +� I (n GONGRET� 131.�K WALL (FILL 5LOC.K- FIELMI-VNe WALL. r` ' I C1�I�1�UC�AT�D p,LUMt�lUM I PLLl I�UtJC, SUR FAGS a✓1-�V. 3p7 r� 8;1 — 15 r --r. w i I Y,— GUFF UGAT I_0 t'1 .'C>a►L ?fps olpA►i»,D SCJ RFAG>✓ I �Di�, FIG- L.DSTGN Imo. U.l®L L 0 CPII_t._ 131-OC.IL 5C>I...ID� � %1W alit Akl —ITl=7 — - J "-4F 12 53TToa1 - %1W alit Akl —ITl=7 — - "-4F 12 53TToa1 12 • �itw --- Slyu+lwa� T1�1� ; 1 5eAiti"CA III till, -I- I 41 01j __ 1r Ca _ - -- - (4" PtrN) o a b s .; -�'�� � 110TE . I, 6�K.�1L� h<<IJ`�i QL.1aGEt� SYM►vt�T12,IGLs1..LY �1Ti` ., = OW��fl� or -TUE ST12veTu�.e IIJ SlK #. = Il 11T I t 1 / U I i ..,'s,^.0 1 1 C'T Slyu+lwa� T1�1� ; -r To OeCK71 N Co \0/ 21ki2 FOIA ftwv t? (A. 6n4 W, tWC4i I k S WL745 Lv :LA:�14301..Tro auBD IV ae, WL -T 0, f I5� KLM IXV -rc> Jol'Srr* -IV AtrACW TD PEADfA NOTCH TO ACCEFT 14 EAVSP) H I N . SH P -,FO M S KIT PC. -------- JL1VoT 1 Al TO �35 O P -rF-p U) (?N COA-r-5 F vj4TSFc eA'!U-- A t4 I.-- t-WIMUM L-aN41TUVIt iTt TYPICAL CART PATH DETAIL NOTE NPicb-L FoAPVJ4Y eScTiow 70 MFT14 TO?H1 L, - UMEP/ EE_ EXCEPT IN 4ReAS CF LONCo(TJDI NAL -r C,120VJ14 f404.P TO ea 2% PIL.L AWD CgvcAIF-01��PNB ecops aoTH Pmpc-nfi2o-t 121' PEV114 fvuAar-y rpoca% P040VJ4`-( r-,powN , (T-(pcit"L ONE -aim) W&LL::�, EMI -1 NEATIW— FL&IS Fop "TUAL LOC,&TION Sol I V'2`t?GfZ,l4 CONC/ A-RIK64 COLA;g6 ,5TC> N E wr-Lpr-V wl� Hr-(vH VIEW. t�;) 1=, 14it L MONOSLAB GRID 111'ano L 1 � ISIZE: 12 vol' ui BITUMINOUS CONCRETE PAVEMENT wr-Lpr-V wl� Hr-(vH VIEW. t�;) 1=, 14it L MONOSLAB GRID 111'ano NIT Ma ihl ( To NOT �EvJ L ISIZE: 12 vol' ui BITUMINOUS CONCRETE PAVEMENT NIT Ma ihl ( To NOT �EvJ �i•�� r 1 N t 1 1 It 1Y ( V H 1 N t 1T� =•- I .�a 10 IS to I5 �o I� : l0 5.5tNl .tD? i 1i WTI" ow v &Oe NNI i I t I I t 1 \ I *e V 4 � 'III 1111 tl ��.� I I 1�1 III X11 �i i - ' 11 I i N r L� III 1 1, LI �fi i NS ,� I t i I I 1 :I it 1 i �R i�1dN UFaG�•UR�� R>�O M M,�NG�TI�f`IS I 1 y ,II If t ,Ill i I I r iG P�E�tl� �%� IN EX G-�a 'I;I Ij11►,, WITH' e:,11 Mit.1. II t o I! I) OF C1. N ONa�T� F' IL CV �R 1 t,` ANCHOR SC MILE FOR YER1. SIZE THR7521 tLOC4i FOR TEHCRI.CKIAL t YERTICAL DfN:z c ruCS , I I A► "' t" t OESC OIVfNiiCN 1" t 15". t I ,p 9 I 1011 1.1 12" 0 i IA-, 9 1 z In .t'.• DRA TEES N 101-10"t it -211 111-5" 111.8" f 11.11"1 3t.111 O 10'.)" 1 '.t "1 1'.t" , it.1 I.." 1_/t -.In, `51-2u • o 90 tExp: P M ., .01-9 I!.O" ( I1 -t I t I 2t_9n:,ltt. " 1 I,.t1' i "� 1$� tE1t5i• r 01 a7° IO' -9" (.11.p"'1 1'_ 1,1'1'.7""I -T" IO '. -i Al SHEET.NO a -�� ;. 22Z°tEMOi P 0 5" IC' -1"' 1 0/ 9" 01 -t t'1 tt.0u .I I' -2't l 71.014 0' 1 01-5" 101-71 101_910 0/-11-1 it -on tt.2"-I-'?t_ ;on ' x o- n 1 t ttx_i 1 P i 01-Y Ip' -s" 1 OI -e" l OI-!" 10'.1" 0t-14"1.'11.:11. tl p R tl 11 0 10 -S I .10 i t 0 15° tCx72 ylltM' !ACCT CxO CE .t C.Y, C.T. ,t 9 (C. I Ct.,9T. - ( C2,T, I'CO.,.T. 5, (C. T2 , !t 9 C 2'Z°tExOSpelex. COKC?,5 1lxCNOZ1:E C.T. `.t C.T� �•O ( C1 ':.O r rC. 2.r L C lL:°tEKOi ACONC .,e;O110E. �•2 C. T,�,1 C.T� ,5 C,T�.1 C,T.IC,t, TL.CS R 1'-2" 11/.,p 1 71_4i112'.10"111-11' 111.10111 a 1. . ,,..n I 71-'1111,.__-. 1�-t 1-10' 1-. 51-� _ ANCHOR SC MILE FOR YER1. SIZE �CCvtuRO�!D-EKOS �Rir -:t. , I I A► "' t" t 1 ri eAR - e t r eAR . 1 s . R r I r elt DRA x ti' P t .':1l2 -FIAT AHO NUTS ON PLUGS SHALL Sr. ACC.SSIBLE Ar1„R. THRUST 3LOCX IS ?0U?L9. Txx•:T 5'.0 :: OE:laxE9 Tel PER PER :C. Ix. TtS1 rRE::aF 1-:02,* Lt. PER SC. FT.;jOIL ?Rf::tSR£. ftlx. C:x:. ix'xCRACE ttTTxOttT DA.SFICL Rx0 KO•CR:sxO tA1CD CCxgL,TIOM. M 0 - -I ET* TIVOITIsTalm NO. DATE DESCRIPiiON t A - — l I ti t• r�I OOWSM &: aIII SARTO", Yee ONBULTIWBNGiINEER8 DRA x # 4 T '�� Y+} 67MOUNAIN •BOULEVARD EXTENSION . 'P JOB NO: O .BOX 4038 t WARREN, NEW JERSEY _070W--.3 J SHEET.NO a ' Y LIC. N4 Oa;8b�8 ,- YSlyit,tuie, WU D mm 0' 01 MIIIII''' L IC0.o' ft.1 , (00.0' _ �5, 0' pig F Ai�F� I G�iI±D C-4-O.F CAP,T PR I C;60 E a6 Mai U�,ocTUR 1� �Y cf�N"�INGNTaL CusToM ��a�� Co. ELEVATION I �`--o" wok Izot T4 r FtlG DINT DEFLECTION Ot4 �.A T PR (PrOR -GiloN AT PIEF2, d - I- _ART R!~DW00D C°sF A1�1p l N-rr- R taR RAIL. CNE}L CONT(��GTOR �L.►P A��I� i�talL.iNC � t�RI[7laE MANUF/�CTUR�R s 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A USABLE BEARiN6 S + I , 2. ALL FOOTINGS AND PIERS SHALL BE CONSTRUCTED WHEN SUPPORTING SOIL AND I I I I ( I ADJACENT AREA SHALL BE DRY AND NO WATER. b CONCRETE AND REINFORCING - i. ALL CONCRETE METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AC: 318, LATEST EDITION. -- Ell STRENGTH Of 4.500 PSI, UNLESS OTHERWISE NOTED. - I- _ART R!~DW00D C°sF A1�1p l N-rr- R taR RAIL. CNE}L CONT(��GTOR �L.►P A��I� i�talL.iNC � t�RI[7laE MANUF/�CTUR�R s da -It 155urmewlr r r_oort1J CA TI S,a 11, 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A USABLE BEARiN6 CAPACITY SHOWN ON ELEVATION AND OR SECTIONS. , 2. ALL FOOTINGS AND PIERS SHALL BE CONSTRUCTED WHEN SUPPORTING SOIL AND ADJACENT AREA SHALL BE DRY AND NO WATER. b CONCRETE AND REINFORCING - i. ALL CONCRETE METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AC: 318, LATEST EDITION. -- a \� o STRENGTH Of 4.500 PSI, UNLESS OTHERWISE NOTED. 3. ALL MAIN REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW•BiLLET STEEL, L DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60. ALL BARS SHALL 3E SECURELY WIRED IN PLACE. 4. CONCRETE COVER FOR REINFORCING BARS SHALL BE 3" FOR FOOTINGS, 2" FOR ABUTMENTS AND PIERS EXPOSED TO EARTH, OR WEATHER. 5. ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 564 POUNDS PER CUBIC ®-d v 0 CON=ORMING TO ASTM C494 (EUCON WR -75 OR EQUAL). WATER -REDUCING ADMIXTURE SHALL NOT CONTAIN ANY CHLORIDE IONS ADDED DURING MANUFACTURE. 6. CONCRETE SHALL HAVE AN AIR CONTENT OF 6% + 1%. ALL EXPOSED EXTERIOR CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE CONFORMING TO ASTM C260. 7. CONTINUOUS REINFORCING TO LAP 36 DIAMETERS. 8. CONTRACTOR SHALL COORDINATE AND' NOTIFY OTHER TRADES 'IN SUFFICIENT TIME TO L %• USE. REVISIONS DATE _ PAULUS NO. , DATE DESCRIPTION 0 12-13-10 /\flUl:a C3RlPt;€' DETt�1L54t✓oiES 3 SOKOEOWSM SCALE , -It 155urmewlr r r_oort1J CA TI S,a 11, TYPICAL ABUTMENT PLAN TYPICAL INTIOR PIER PLAN II' d' n2llCa CONT, h;1tsltC?S� PoL-T, W'� Z I.1Ji5 I WG�t{ErL I 1 tt 'T�t�✓� t+ E�a�a x IS" 1-01-1C, �4 N"14.0v_ 9AF A OCv () IV v>:V_i 41DPe, 6,LL Stat l Q I i' -Co" 12117-1zW 10" T 5 EV,( Ill l Irl 50TTGm OF GtsPAG 1'C'"1' 3 k�� Gr"Jlla � A_ �° 0 10� T4 5 ' SECTION A -.A SECTION B -B {bl'i'p u -r` REVISIONS NO. DATE DESCRIPTION _ Berkus Group Architects ® Residential Architects and Planners i 12" 15, 1;0 bvcl v &,tom w5 The Hillier Group ® Conference Center Architects and Planners von Hagge Design Associates ® Golf Course Architects Deborah Nevins Associates ®.Landscape Designers Steve _ Clark' & Associates o Urban Foresters Paulus, Sokolowski & S'artor, Inc. ® Civil Engineers GENERAL NOTES 1. DESIGN STRESSES ARE IN ACCORDANCE WITH THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, EIGHTH EDITION (A1SC). 2. BRIDGE MEMBERS ARE FABRICATED FROM HIGH STRENGTH, SELf-WEATHERING, LOW ALLOY, ATMOSPHERIC CORROSION RESISTANT ASTM A847 COLD -FORMED WELDED SQUARE AND RECTANGULAR TUBING, AND ASTM A588, ASTM A606, OR ASTM A242 PLATE AND STRUCTURAL SHAPES (FY = 50,000 p.s.i.). 3. BRIDGE DECKING NOMINAL 31'X 12" SELECT STRUCTURAL WEST COAST REGION DOUGLAS FIR. TIMBER DECK MATERIAL SHALL BE TREATED WITH CHROMATED COPPER ARSENATE (CCA) TO A .4 PCF RETENTION. 4. E80 SERIES ELECTRODES FOR WELDING. 5. ALL TOP AND BOTTOM CHORD SHOP SPLICES TO BE COMPLETE PENETRATION TYPE WELDS. WELD BETWEEN TOP CHORD AND END VERTICAL SHALL BE PARTIAL PENETRATION. 6.' UNLESS OTHERWISE NOTED, WELDED CONNECTIONS SHALL BE FILLET WELDS (OR HAVE THE EFFECTIVE THROAT OF A FILET WELD) OF A SIZE EQUAL TO THE THICKNESS OF THE LIGHTEST BASE MEMBER IN THE CONNECTION. WELDS SHALL BE APPLIED AS FOLLOWS: A) BOTH ENDS OF VERTICALS, DIAGONALS, AND FLOOR BEAMS SHALL BE WELDED ALL AROUND. B) BRACE DIAGONALS WILL BE WELDED FOR FULL LENGTH OF TOP, BOTTOM AND OUTSIDE VERTICAL FACES. C) BOTTOM OF STRINGERS WILL BE STITCH WELDED TO TOP OF FLOOR BEAMS. D) MISCELLANEOUS NON-STRUCTURAL MEMBERS WILL BE STITCH WELDED TO THEIR SUPPORTING MEMBERS. 7. ALL BRIDGE SPANS TO BE CAMBERED FOR DEAD LOAD DEFLECTION. STRUCTURAL SPECIFICATIONS t GENERAL: 1. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DEVELOPER. 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS. 4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH APPROPRIATE PROVISIONS OF EACH OF THE FOLLOWING: A. THE B.O.C.A. BASIC BUILDING CODE, 1987 EDITION. B. A.C.I. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 31.8-83). 5. THE CONTRACTOR SHALL VISIT THE SITE SO THAT HE IS FAMILIAR WITH SITE CONDITIONS. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS REPSONSIBILITY OF BEING FAMILIAR WITH. THE SITE.. 0 FOUNDATION NOTES: 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A USABLE BEARiN6 CAPACITY SHOWN ON ELEVATION AND OR SECTIONS. , 2. ALL FOOTINGS AND PIERS SHALL BE CONSTRUCTED WHEN SUPPORTING SOIL AND ADJACENT AREA SHALL BE DRY AND NO WATER. b CONCRETE AND REINFORCING - i. ALL CONCRETE METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AC: 318, LATEST EDITION. fix � STRENGTH Of 4.500 PSI, UNLESS OTHERWISE NOTED. 3. ALL MAIN REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW•BiLLET STEEL, L DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60. ALL BARS SHALL 3E SECURELY WIRED IN PLACE. 4. CONCRETE COVER FOR REINFORCING BARS SHALL BE 3" FOR FOOTINGS, 2" FOR ABUTMENTS AND PIERS EXPOSED TO EARTH, OR WEATHER. 5. ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 564 POUNDS PER CUBIC ®-d YARD, MAXIMUM SLUMP OF 4" + 1" AND SHALL CONTAIN A WATER -REDUCING ADMIXTURE CON=ORMING TO ASTM C494 (EUCON WR -75 OR EQUAL). WATER -REDUCING ADMIXTURE SHALL NOT CONTAIN ANY CHLORIDE IONS ADDED DURING MANUFACTURE. 6. CONCRETE SHALL HAVE AN AIR CONTENT OF 6% + 1%. ALL EXPOSED EXTERIOR CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE CONFORMING TO ASTM C260. 7. CONTINUOUS REINFORCING TO LAP 36 DIAMETERS. 8. CONTRACTOR SHALL COORDINATE AND' NOTIFY OTHER TRADES 'IN SUFFICIENT TIME TO L %• USE. REVISIONS DATE _ PAULUS NO. , DATE DESCRIPTION 0 12-13-10 /\flUl:a C3RlPt;€' DETt�1L54t✓oiES 3 SOKOEOWSM SCALE , & and SARTOR AS SHOWN; TYPICAL ABUTMENT PLAN TYPICAL INTIOR PIER PLAN II' d' n2llCa CONT, h;1tsltC?S� PoL-T, W'� Z I.1Ji5 I WG�t{ErL I 1 tt 'T�t�✓� t+ E�a�a x IS" 1-01-1C, �4 N"14.0v_ 9AF A OCv () IV v>:V_i 41DPe, 6,LL Stat l Q I i' -Co" 12117-1zW 10" T 5 EV,( Ill l Irl 50TTGm OF GtsPAG 1'C'"1' 3 k�� Gr"Jlla � A_ �° 0 10� T4 5 ' SECTION A -.A SECTION B -B {bl'i'p u -r` REVISIONS NO. DATE DESCRIPTION _ Berkus Group Architects ® Residential Architects and Planners i 12" 15, 1;0 bvcl v &,tom w5 The Hillier Group ® Conference Center Architects and Planners von Hagge Design Associates ® Golf Course Architects Deborah Nevins Associates ®.Landscape Designers Steve _ Clark' & Associates o Urban Foresters Paulus, Sokolowski & S'artor, Inc. ® Civil Engineers GENERAL NOTES 1. DESIGN STRESSES ARE IN ACCORDANCE WITH THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, EIGHTH EDITION (A1SC). 2. BRIDGE MEMBERS ARE FABRICATED FROM HIGH STRENGTH, SELf-WEATHERING, LOW ALLOY, ATMOSPHERIC CORROSION RESISTANT ASTM A847 COLD -FORMED WELDED SQUARE AND RECTANGULAR TUBING, AND ASTM A588, ASTM A606, OR ASTM A242 PLATE AND STRUCTURAL SHAPES (FY = 50,000 p.s.i.). 3. BRIDGE DECKING NOMINAL 31'X 12" SELECT STRUCTURAL WEST COAST REGION DOUGLAS FIR. TIMBER DECK MATERIAL SHALL BE TREATED WITH CHROMATED COPPER ARSENATE (CCA) TO A .4 PCF RETENTION. 4. E80 SERIES ELECTRODES FOR WELDING. 5. ALL TOP AND BOTTOM CHORD SHOP SPLICES TO BE COMPLETE PENETRATION TYPE WELDS. WELD BETWEEN TOP CHORD AND END VERTICAL SHALL BE PARTIAL PENETRATION. 6.' UNLESS OTHERWISE NOTED, WELDED CONNECTIONS SHALL BE FILLET WELDS (OR HAVE THE EFFECTIVE THROAT OF A FILET WELD) OF A SIZE EQUAL TO THE THICKNESS OF THE LIGHTEST BASE MEMBER IN THE CONNECTION. WELDS SHALL BE APPLIED AS FOLLOWS: A) BOTH ENDS OF VERTICALS, DIAGONALS, AND FLOOR BEAMS SHALL BE WELDED ALL AROUND. B) BRACE DIAGONALS WILL BE WELDED FOR FULL LENGTH OF TOP, BOTTOM AND OUTSIDE VERTICAL FACES. C) BOTTOM OF STRINGERS WILL BE STITCH WELDED TO TOP OF FLOOR BEAMS. D) MISCELLANEOUS NON-STRUCTURAL MEMBERS WILL BE STITCH WELDED TO THEIR SUPPORTING MEMBERS. 7. ALL BRIDGE SPANS TO BE CAMBERED FOR DEAD LOAD DEFLECTION. STRUCTURAL SPECIFICATIONS t GENERAL: 1. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DEVELOPER. 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS. 4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH APPROPRIATE PROVISIONS OF EACH OF THE FOLLOWING: A. THE B.O.C.A. BASIC BUILDING CODE, 1987 EDITION. B. A.C.I. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 31.8-83). 5. THE CONTRACTOR SHALL VISIT THE SITE SO THAT HE IS FAMILIAR WITH SITE CONDITIONS. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS REPSONSIBILITY OF BEING FAMILIAR WITH. THE SITE.. 0 FOUNDATION NOTES: 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A USABLE BEARiN6 CAPACITY SHOWN ON ELEVATION AND OR SECTIONS. , 2. ALL FOOTINGS AND PIERS SHALL BE CONSTRUCTED WHEN SUPPORTING SOIL AND ADJACENT AREA SHALL BE DRY AND NO WATER. b CONCRETE AND REINFORCING - i. ALL CONCRETE METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AC: 318, LATEST EDITION. 2. ALL CONCRETE TO BE STONE CONCRETE DEVELOPING A MINIMUM 28 -DAY COMPRESSIVE STRENGTH Of 4.500 PSI, UNLESS OTHERWISE NOTED. 3. ALL MAIN REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW•BiLLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60. ALL BARS SHALL 3E SECURELY WIRED IN PLACE. 4. CONCRETE COVER FOR REINFORCING BARS SHALL BE 3" FOR FOOTINGS, 2" FOR ABUTMENTS AND PIERS EXPOSED TO EARTH, OR WEATHER. 5. ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 564 POUNDS PER CUBIC YARD, MAXIMUM SLUMP OF 4" + 1" AND SHALL CONTAIN A WATER -REDUCING ADMIXTURE CON=ORMING TO ASTM C494 (EUCON WR -75 OR EQUAL). WATER -REDUCING ADMIXTURE SHALL NOT CONTAIN ANY CHLORIDE IONS ADDED DURING MANUFACTURE. 6. CONCRETE SHALL HAVE AN AIR CONTENT OF 6% + 1%. ALL EXPOSED EXTERIOR CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE CONFORMING TO ASTM C260. 7. CONTINUOUS REINFORCING TO LAP 36 DIAMETERS. 8. CONTRACTOR SHALL COORDINATE AND' NOTIFY OTHER TRADES 'IN SUFFICIENT TIME TO ALLOW THEM TO SET ANCHOR BOLTS, RAILING POSTS, ETC., AS REQUIRED FOR THEIR USE. REVISIONS DATE _ PAULUS NO. , DATE DESCRIPTION 0 12-13-10 /\flUl:a C3RlPt;€' DETt�1L54t✓oiES SOKOEOWSM SCALE , & and SARTOR AS SHOWN; CONSULTING ENGINEERS DRAWN 67A MOUNTAIN BOULEVARD EXTENSION JOB NO. P.O. BOX 4039 WARREN, NEW JERSEY 07060 PHILIP A. FALCONE P.E. 058549 SHEET NO jNoI signalwle Me 4-11 r 5 STaltat- r'C��L a"� 5LbcY- -.,Teak_ o S5UCT1,=h4 t.tN o FLOW_ , 5Tra1N t.r-_-_y5 STL, ANC44OR erPL7S poN� B'Y Poe �Jp'L11.1 C� 'c 5T9tr1tA�� 5T l�It��1� 0 ( F T813L1~) % S"¢ 641E v6L�/e QaE C4aST CI�hlGl2�tG vbJt..� &'i WL (-GAA40) CI=UL& tOt, LWe LA c--c�A, 4�0 F -1G ADb�T�t� �tTTit-1(a GATE VA�i V�' GFlEG� Ybl..�lE. i 6.LUa/�ti•.fUN� w��wt��.f 0 GIt�Lt)LbTtphJ +._thl� r=t.4v( IE hi7A�''Tol;i. �tTTIti1Ca !avT� •�lrt-VF PIPE I NST4"4,TION NCt(F+ = Iwr_✓4 Gllyi�E'jFt2 �I GUL�TIGN M� N(T�i?� To F-5IlySihLi.Ep !�„ N ( LGM I:i NL -L Fi N I,iN ©T�a�WI� NeT�D 1 • ,t REVISIONS NO. DATE DESCRIPTION Berkus Group Architects • Residential Architects and Planners The Hillier Group 0 Conference Center Architects and Planners von Hagge. Design Associates . • Golf Course Architects Debo� ah Nev' insAssoc' >lates • Landscape Designers ry Steve Clark & Associates• Urban Foresters Pa ulus ,Sokolows ' k;< & Sartor, Inc. • Civil Engineers e'. 4" 0 O r + No12M��. WACEIz VEL r-7 5-iLL i ' poLft'�pl 11F F�UAi CUT OfF M I %/.Z t 1 PI.DAT yDtY� i (2) WCttz tot eT "OLew .CONT 590w,2E JUI,lcTlo�l �� G CO) i '/4" lam+-IDu�T °Co i'tsidEL W(T" y t lo. l4 Wt12E'a r-L.nv+T TO 1351 4wG�60 TC _!V4''et 154_44.40 PVC w7-4aKICMt0W . S 4NCHION 70 e:r-- ANr_H0I2rD VEp_T4,6LLY I N PON D. r-0071WC TO 155 WATERELECTRONIC LEVEL COI iOR51T�E • �500 ev 6 26VArS CONTROL WALL MOUNT Tom' moro1 ZtS1zTF Cott - ;9 V L Fiv_ ' ov_ IFODt ATG.,t l t laC� q•.. �.w. �o �d�. WITt� 4" ST4wwteS:5 �4° PLAN I..lUlz.lJll:,,l- vdh.T�1x. �u�FAr..� ELEvbTtUw► �,,c5�,r� — �Z" >dttt,�, ,,- �n�,<i, 4�IZa.T�I� �U>aTvll•� M��.1� ' NFT (bEt Noir_- fi e) --- 4" AvgWA ccil, 5o IVIG °0 -13 I - COE; SE filar -7,&44 Q- ?✓Qi° Sa-_Pb e- t2ttfir : (t nnoC 14 JM Tl� T4" cc , ) Ipl Q C� 4S� Ep-nM ;'tom /atr�lr�tpd O r EGUIx D rQ vq4 - )f 1F if tw—cif o 4__vZ` COI-IGIZE' 5"e WIT C0 o 2_, ro n �1 Co x Cra x �cr w N/.1✓t, SECTION FOUNTAIN STRUCTURE FOR POND#1B A�RROWWO%aL.1 CAROL EM MANA. _ O ANTCORP.- VILLAGE OF RYE BROOK WESTCHEST E ,; R CTY, N. Y. CIR CULATI ON AFRATM�P UMf� _ D ETA , 2 it �* m G1 jI tall !r;;,#P,'� pN 4-_4v-, 60142 t, (�,tj12tE17) PUMP HOUSE N0.2 0 eI pr:; f40Tr-1: I, MAIN Air-, PS&0 < ANIS Lb'Tep,4L' PIPING 1 O i3F I N r•TALLrap b H I N I MSM OF 24 1 NCWe,:-;� 1��r-_LOW r'IN&L P(Nle NSp 6R&pC UNLF-45 INDICATED 0T4C-1<VJISE. 02, P`la PIPIW6 `-r0 U'rILiZE0 Fc:�)g MA(N A1X 14P_ADEK 4,W0 l.,d.T F2,41- PIPINO- MA`( e;,F-- 50P.fi�T1 TUTED W I T+ -i P0L'rETHYLF-: N 1E PI PI N6 INSTALLED IIII Ar-WFR94NGE WITH AWYVA Cqo►-e�b, •T ,aLL. GONNE�.7lON POIN'T'S CLEANING PROVISION (FOR LATERALAIR PIPING) „ --_� �.�..�..._ ��. vlr� tt rpt r�trrtor•1 I''Lt*N I FOLt7 ®lit ta�r�r� INSTALLATION DETAIL 4(FOR AERATION DIFFUSER) 0 �,%,_ 4E�° 101' PUG &"4 Pv'C. 'P I PFE GN Btu Jaldl� l=1 U_EE0 u% Ptt't�tCa ��tic) -p CIRCULATION MA HNI DlSk; riuE LINE DETAIL a 1 Pump #1 Pump #2 Ground Elevation 307.00 Ft. 254.00 Ft. Water Surface Elevation 303.00 Ft. 247.50 Ft. Elevation of Pump 295.00 Ft. 239.50 Ft. Bottom Elevation Pond 285.00 Ft. 215.00 Ft. Length of Suction Line 65.00 Ft. 80.00 Ft. Vault Dimension 6' X 12' 6' X 14' Pump Model Layne & Bowler Layne & Bowler 25 HS 8 TH-1 75 HS 8 TH-3 Bowl 8th 8th Stage 1 3 HP 25 75 Capacity 600 GPM 600 GPM Head 98.70 Ft. 311.85 Ft. RPM 3500 3500 Volts 460 460 Phase 3 3 Cycle 60 60 Discharge Line 6" 6" 1 • ,t REVISIONS NO. DATE DESCRIPTION Berkus Group Architects • Residential Architects and Planners The Hillier Group 0 Conference Center Architects and Planners von Hagge. Design Associates . • Golf Course Architects Debo� ah Nev' insAssoc' >lates • Landscape Designers ry Steve Clark & Associates• Urban Foresters Pa ulus ,Sokolows ' k;< & Sartor, Inc. • Civil Engineers e'. 4" 0 O r + No12M��. WACEIz VEL r-7 5-iLL i ' poLft'�pl 11F F�UAi CUT OfF M I %/.Z t 1 PI.DAT yDtY� i (2) WCttz tot eT "OLew .CONT 590w,2E JUI,lcTlo�l �� G CO) i '/4" lam+-IDu�T °Co i'tsidEL W(T" y t lo. l4 Wt12E'a r-L.nv+T TO 1351 4wG�60 TC _!V4''et 154_44.40 PVC w7-4aKICMt0W . S 4NCHION 70 e:r-- ANr_H0I2rD VEp_T4,6LLY I N PON D. r-0071WC TO 155 WATERELECTRONIC LEVEL COI iOR51T�E • �500 ev 6 26VArS CONTROL WALL MOUNT Tom' moro1 ZtS1zTF Cott - ;9 V L Fiv_ ' ov_ IFODt ATG.,t l t laC� q•.. �.w. �o �d�. WITt� 4" ST4wwteS:5 �4° PLAN I..lUlz.lJll:,,l- vdh.T�1x. �u�FAr..� ELEvbTtUw► �,,c5�,r� — �Z" >dttt,�, ,,- �n�,<i, 4�IZa.T�I� �U>aTvll•� M��.1� ' NFT (bEt Noir_- fi e) --- 4" AvgWA ccil, 5o IVIG °0 -13 I - COE; SE filar -7,&44 Q- ?✓Qi° Sa-_Pb e- t2ttfir : (t nnoC 14 JM Tl� T4" cc , ) Ipl Q C� 4S� Ep-nM ;'tom /atr�lr�tpd O r EGUIx D rQ vq4 - )f 1F if tw—cif o 4__vZ` COI-IGIZE' 5"e WIT C0 o 2_, ro n �1 Co x Cra x �cr w N/.1✓t, SECTION FOUNTAIN STRUCTURE FOR POND#1B A�RROWWO%aL.1 CAROL EM MANA. _ O ANTCORP.- VILLAGE OF RYE BROOK WESTCHEST E ,; R CTY, N. Y. CIR CULATI ON AFRATM�P UMf� _ D ETA , 2 it �* m G1 jI tall !r;;,#P,'� pN 4-_4v-, 60142 t, (�,tj12tE17) PUMP HOUSE N0.2 0 eI pr:; f40Tr-1: I, MAIN Air-, PS&0 < ANIS Lb'Tep,4L' PIPING 1 O i3F I N r•TALLrap b H I N I MSM OF 24 1 NCWe,:-;� 1��r-_LOW r'IN&L P(Nle NSp 6R&pC UNLF-45 INDICATED 0T4C-1<VJISE. 02, P`la PIPIW6 `-r0 U'rILiZE0 Fc:�)g MA(N A1X 14P_ADEK 4,W0 l.,d.T F2,41- PIPINO- MA`( e;,F-- 50P.fi�T1 TUTED W I T+ -i P0L'rETHYLF-: N 1E PI PI N6 INSTALLED IIII Ar-WFR94NGE WITH AWYVA Cqo►-e�b, •T ,aLL. GONNE�.7lON POIN'T'S CLEANING PROVISION (FOR LATERALAIR PIPING) „ --_� �.�..�..._ ��. vlr� tt rpt r�trrtor•1 I''Lt*N I FOLt7 ®lit ta�r�r� INSTALLATION DETAIL 4(FOR AERATION DIFFUSER) 0 �,%,_ 4E�° 101' PUG &"4 Pv'C. 'P I PFE GN Btu Jaldl� l=1 U_EE0 u% Ptt't�tCa ��tic) -p CIRCULATION MA HNI DlSk; riuE LINE DETAIL a 1 Diffuser Aeration &.Air Blower Systems Notes & Provisions: 1. Blower lubrication oil shall be turbine quality, synthesized hydrograph lube oil for continuous operation. 2. Diffuser hoses shall be of PVC pipe end fittings. 3. First 60 ft. of main air header must be cast ductile iron or galvanized steel PVC heat dissipation. 4. Each lateral air piping shall be provided with cleaning provision as shown on the detail drawing. 5. Provide weighted end cap on the outboard end or; bio-weve diffuser to avoid floating where high air blows occur. REVISIONS DATE PAULUS NO. DATE DESCRIPTION Io�IS�lo ADDlrP UMPI�G A o SOKOLOWSK� SCALE „ & and SARTOR A.S SHOWN Z 12-ZI gn ' 4 4 CONSULT.INGENGINEERS DRAWN 07A MOUNTAIN_ BOULEVARD EXTENSION JOB NO. P.O. BOX 4039 _ WARREN NEW JERSEY 07060 - �• 001- 39: 9` PHILIP A. EALCCNE P.E' SHEET ia0..` N . QC. Sig rul l a u 335 330 325 320 C C V7 r 315 C C C C i C v 310 305 DATUM 300 345 335 330 325 320 315 DATUM 310 16 N O M 1+0' ELV. 312.00 qf) 19497 r; M tri PVI STA. 3+55.00 ELV. 312.1 M W 1 5m 347 311,_0 F<- 140-0,122 VCL .00 100.00 M d M + -' r o M 414 VCL 100.00 M 0.47 PVI STA. 404.98 ELV. 320.58 CL 200.00 SD 193.32 w W 194.58 . J STA. o PVI 4+83.0 E V. 311.50 �t STS• 5+Cp5,00 0 -1.73 PVI STA. 6+83.0 E 311.00 �, N O D 195.72 tNr� o p o M O � N ^ ± Q N O O O O M O M O O O M M M O M O O M M O M O M M M M > + N N 4 W Q O_ O O + UO ----� Q_W M OR + 5 a / 00 / \ \42¢9 a2 C) h�I \ 00 Q cn iIn j J M M + M o_ w .50% 0.95% - - - -1.00% J PVI STA. 14+75.00 ELV. 312.00 J AXIS ING G��. CD M O CIOi� i� M O d' M 00 1� M 00 O t0 O� 00 OJ PVI STA. 7+85.0 V. 314.00 OMD M d- M O O dam- 00 M .N- M d• c0 t0 to to N d' O N O r O .- O O 06 OM �- 00 r o O 0 VCL 75.00 M M M M M M M M M M M M M M M M M M M M M M M MO M d M M MO 0.26 � o P 1 S A. 1 +40.00 ELV. 13.25 + SD 287.43 M + w � PVI STA. 0+80.0 04 VCL 60.00 PVI S A. 2+10.00 PVI STA. 14+00. 0 . ELV. 310 0 ELV. 310.0 MO -0.75 EL 310.00 C w VCL 60.00 Cn ,:, SD 96.06 00 o V . L 50.00CD N o PVI STA 12+20.00 ELV. 308.10 tp0, MO SD 0.15 40.39 '- ^ r- � _ O N ' N 0 Mo M SD 81.36 > _ M S 55.26 �' j C14. VCL 150.00 M Q / _ Ci J _ j t MO 0.45 pop ao O o M > J > N .� LO N w w - O "' SD 575.47 M oo ``' ',, a tk9°I° / O + \ -1.789°• t' T'O��U✓ CO�!'^v'!..- w 00 �, / W J W O '� O O U / J O N N_ O p O / W W Q O ^ N Z C) Ln + Q H M ^ + DDUi t0 M O f/7 + n - N N .- OMp N O � O O F CV t0 �+ J Q LO Q r. J + / \ M to Q + Q IL / V7 i 00 -1.252 a g R'1% �4 E 4g° i- w V- v cn r~°- - - -. - - -i K_ -._. _ .-. - a J d V 1.06% _ .- til w �>C(5y(iNG G1�t7J: �- z O 1� O O M t0 N to �t O DD d: - ^ .�- O) M O d' u7 O L0 t0 to N N t!) O t000 to CT) N O d' O) to tD t0 O DO O Qt d- L0 ^ O O a0 d- O O O ^ O ^ O ^ OD 00 I� O OD O � � M __ M M t0 __ m O q 11�__ O t0 N O I� t0 .- O ^ 00 1� ^ to t0 N to '- d• O M N M 0) N O .- O O - .- C) O O O O O O O O 0 O O 0 0 M M O M _ M O _ M M M M M M M O p N O O O N O d• N I� M 00 M Qt 1� O _ _ �"� M p M M M M n M M M M M M M M �''") M M M M M M M M O M M M .- M O M M M M M M M M M M M M M M M M M M M M M M M to M M M ,A „ �� 13 14 15 1 0 1 2 3 4 5 6 7 8 9 ALIGNMENT 1 PROFILE SCALE: HOR 1"=50' VER 1"=5 ' Cq W M 325 320 C C U 315 C C C C f C v 310 305 DATUM 300 17 18 19 20 21 22 1s zg LU • ' ALIGNMENT 1 PROFILE SCALE: HOR 1 "=50' VER 1 "=5' PVI STA. 2+25.00 ELV. 317.65 [_VCL -1100 In � - M PVI STA. N M 1+0' ELV. 312.00 qf) 19497 r; M tri PVI STA. 3+55.00 ELV. 312.1 M W 1 5m 347 311,_0 F<- 140-0,122 VCL .00 100.00 M d M + -' r o M 414 VCL 100.00 M 0.47 `'' >SD MO 0.47 SD 193.32 w W 194.58 . J STA. o PVI 4+83.0 E V. 311.50 �t STS• 5+Cp5,00 U 311. 1 PVI STA. 6+83.0 E 311.00 �, N O tNr� o p o M O � N ^ ± Q N O O O O M O M O O O M M M O M O O M M O M O M M M M > + N 4 W Q O_ ----� Q_W + 5 a / / \ \42¢9 C) h�I \ Q cn iIn M + o_ .50% 0.95% - - - -1.00% AXIS ING G��. CD M O CIOi� i� M O d' M 00 1� M N T O t0 O� 00 OJ O N ^ OMD M d- M O O dam- 00 M .N- M d• c0 t0 to to N d' O N O r O .- O O 06 OM �- 00 r ^ M O ^ O_ M M M M M M M M M M M M M M M M M M M M M M M MO M M M 0 1 2 3 4 5 ALIGNMENT 2 PROFILE SCALE: HOR 1 "=50' VER 1 "=5 ' REVISIONS • NO.• DATE DESCRIPTION Berkus .Group Architects Residential Architects and Planners The Hillier Group Conference Center Architects and Planners von Hagge Design Associates Goff Course Architects Deborah Nevins Associates Landscape Designers Steve Clark & Associates ®Urban- Foresters Paulus, Sokolowski & Sartor, Inc. Civil Engineers E i 325 320 315 4 HE 305 PVI STA. 0+1 2.0 0 ELV. 308.62 00 Vi0 °'O PVI STA. 090 oM r' 5 LV. 307.70 315 Mo o t5 J Li 310 305 300 DATUM 295 Z N N J o �W iw ago 00% pmom y / -- - -- -- ' Q �p w w� o m d- �- d- o^p, rn '� 00 07 o s ^ to to o d- 4 00 t0 C- t0 O 00 -_ r -, PVI STA. 3+67.80 ELV. 310.77 M 00 O M nj It + M W 1 5m 347 311,_0 F<- 140-0,122 w cn + + -' r o H Q 315 M 9 O O O O M O M O O O M M M O M O O M M O M O M M M M M M 0 1 2 3 ALIGNMENT 3 PROFILE, SCALE: HOR 1 "=50' VER 1 "=5 ' 4 310 300 335 330 325 2 320 315 310 305 345 340 335 330 325 320 1 315 l 9 , 0 REVISIONS NO. DATE DESCRIPTION WARREN, NEW JERSEY 07060 001-39Gi PHILIP A. FALCONE P.E. SHEET NO. k� N.Y. Io.05 c 8548 t usle 26 .. 1 - ni n -7cn c n ��� o F 9 T N 10.000 it 10,000 r" "� ..f _ 9. "" M1 `.: Wil. w