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HomeMy WebLinkAbout42 Alexander Drive Plansr Y 2' 4" Ir5' 9 1/2" 0.I •a 3' g 1/2" �-I 16' 4 1/211 — A compiere To-rperL =raming pian includes Lne Trus voisL muiiuer-s vulae or rocKeL Vulae 62' 4" a 71 .7 1/211sl® 4' 61v =�I 1.25" 14' _ I® 8' ID _ HANGER LIST - Simpson a Company, Inc.@ Plot Rml Unit # of Net ID Length ID Qty Product Label Top Nails Face Nails Member Nails Notes Hi 10 M 4-N10 2-N10 2-N10 (1) H2 3 ITT9.5 4-N10 2-N10 2-N10 (1)(5) H3 2 ITT9.5 4-N10 2-N10 2-N10 (1)(5)(6) Hanger Notes: 1 Bkl 1' 2 1/4" 9 1/2" TJI/Pro-120TS Blocking Panels (1) Indicates non -stocked hanger 11 Sh1 N _ (5) Backer Blocks Required 32 14' 9 1/2" (6) Filler Blocks Required 1 t] I J2 9 1/2" TJI/Pro-120TS joist 1 2 2 J6 6' 9 1/2" TJI/Pro-120TS joist, 5 1 5 J7 4' 9 1/2" TJI/Pro-120TS joist 2 1 2 M1 6' 1 3/4" M Microllam LVL 2 1 2 M2 6' 1 7 x 9 1/2" 1.9E Microllam LVL 1 2 2 M3 36' 5 1/4" x 11 7/8" 2.0E Parallam PSL 1 1 1 .-4 CS 0 m 1.25" Rm1 J6 Ln xml c� 4 � a i 2' L' 4" 1.25" 14' _ I® 8' ID _ 14' I -e 21 HANGER LIST - Simpson Strong -Tie Company, Inc.@ Plot Plot Unit # of Net ID Length ID Qty Product Label Top Nails Face Nails Member Nails Notes Hi 10 ITT9.5 4-N10 2-N10 2-N10 (1) H2 3 ITT9.5 4-N10 2-N10 2-N10 (1)(5) H3 2 ITT9.5 4-N10 2-N10 2-N10 (1)(5)(6) Hanger Notes: 1 Bkl 1' 2 1/4" 9 1/2" TJI/Pro-120TS Blocking Panels (1) Indicates non -stocked hanger 11 Sh1 4' x 8' (5) Backer Blocks Required 32 14' 9 1/2" (6) Filler Blocks Required 1 6 J5 141_ 14' I -e 21 ACCESSORIES LIST JOIST AND BEAM LIST Plot Unit # of Net ID Length Product Qty Plies Qty Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 8 1 8 Bbl 1' 5/8" or 3/4" Backer Blocks 8 1 8 Fbl 4' 2x6 Filler Blocks 1 1 1 Eb 4' 1111 9 1/2" TJI/Pro-120TS Blocking Panels 1 1 1 Bkl 1' 2 1/4" 9 1/2" TJI/Pro-120TS Blocking Panels 11 1 11 Sh1 4' x 8' 3/4" Plywood 32 1 32 14' I -e 21 REQUIRED BEARING LENGTHS Bearing Warning # Label Length OM3 (45) 3.62" Headers not listed require 1.5" of bearing length. Support widths provide adequate bearing for products not listed._ CREATED BY Mid -Cape Home Centers PO Box 1418, Route 134 So. Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 JOB COMMENTS DON PRIESTLY LOT 30 ALEXANDER DRIVE YARMOUTHPORT MA • File Name: PRIESTLY-30.JOB Level Name: 1ST FLOOR Plot Date: 2/27/01 09:09 Design.Date: 2/26/01 08:40 Drawing Scale: 1/4" = 1' Job Status: Foundation... Foundation 1ST FLOOR.... Plotted 2/26/01 08:40 2ND FLOOR .... Ready to Plot 2/26/01 08:17 NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loadinq Is: 40 psf Live Load 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 49 Lowest Rating: 39 Highest Rating: 70 Glued & Nailed Decking is Assumed Direct Applied Ceiling is Assumed Floor Decking: 3/4" Plywood Normal O.C. Spacing = 1611* Default Wall / Beam Width: 5.511* Standard Blocking: Bkl* TJ-Xpert.6.1 (#674)�A� C6.1 D6.1 S6.1 P6.1 *Unless noted otherwise SYMBOL LEGEND U Tul JOlSL 'Type M Rectangular Product Type Bearing Wall = Beam ® Column (CBO) H. Hanger Type u Hanger Symbol Pc Parallel Closure Type Bk Blocking Type Eb Extra Blocking (Lineal board length for panels different from the O.C. spacing) Point Load Line Load Area Load O Detail Callout Label (See Builder's Guide or Pocket Guide) a Bearing Width Label �► Joist Layout Symbol OWall Header / Bearing Width Warning TRUS JOIST° FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDF JOIST AND BEAM LIST Plot Unit # of Net ID Length Product Qty Plies Qty Jl 28' 9 1/2" TJI/Pro-120TS joist' 3 1 3 J2 26' 9 1/2" TJI/Pro-120TS joist`, 21 - 1 21 J3 16' 9 1/2" TJI/Pro-120TS joist 1 -2 2 J4 14' 9 1/2" TJI/Pro-120TS joist 6 1 6 J5 141_ 9 1/2" TJI/Pro-120TS joist 1 2 2 J6 6' 9 1/2" TJI/Pro-120TS joist, 5 1 5 J7 4' 9 1/2" TJI/Pro-120TS joist 2 1 2 M1 6' 1 3/4" x9 1/2" 1.9E Microllam LVL 2 1 2 M2 6' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 2 M3 36' 5 1/4" x 11 7/8" 2.0E Parallam PSL 1 1 1 REQUIRED BEARING LENGTHS Bearing Warning # Label Length OM3 (45) 3.62" Headers not listed require 1.5" of bearing length. Support widths provide adequate bearing for products not listed._ CREATED BY Mid -Cape Home Centers PO Box 1418, Route 134 So. Dennis, MA 02660 508-398-6071 FAX: 508-398-4559 JOB COMMENTS DON PRIESTLY LOT 30 ALEXANDER DRIVE YARMOUTHPORT MA • File Name: PRIESTLY-30.JOB Level Name: 1ST FLOOR Plot Date: 2/27/01 09:09 Design.Date: 2/26/01 08:40 Drawing Scale: 1/4" = 1' Job Status: Foundation... Foundation 1ST FLOOR.... Plotted 2/26/01 08:40 2ND FLOOR .... Ready to Plot 2/26/01 08:17 NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loadinq Is: 40 psf Live Load 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 49 Lowest Rating: 39 Highest Rating: 70 Glued & Nailed Decking is Assumed Direct Applied Ceiling is Assumed Floor Decking: 3/4" Plywood Normal O.C. Spacing = 1611* Default Wall / Beam Width: 5.511* Standard Blocking: Bkl* TJ-Xpert.6.1 (#674)�A� C6.1 D6.1 S6.1 P6.1 *Unless noted otherwise SYMBOL LEGEND U Tul JOlSL 'Type M Rectangular Product Type Bearing Wall = Beam ® Column (CBO) H. Hanger Type u Hanger Symbol Pc Parallel Closure Type Bk Blocking Type Eb Extra Blocking (Lineal board length for panels different from the O.C. spacing) Point Load Line Load Area Load O Detail Callout Label (See Builder's Guide or Pocket Guide) a Bearing Width Label �► Joist Layout Symbol OWall Header / Bearing Width Warning TRUS JOIST° FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDF A complete TJ-xpert framing plan incivaes zne Trus ooisz zuilaer•s vui.ae or rocxez vuaue 60'221 HANGER LIST-- Simpson Strong -Tie Company, Inc-.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Hi 32 ITT9.5 4-N10 2-N10 2-N10 (1) H2 5 ITT9.5 4-N10 2-N10 2-N10 (1)(5) Hanger Notes: (1) Indicates non -stocked hanger (5) Backer-Blocks'Required SYSTEM WARNINGS \1/ Warning: Member exceeds thickness of a parallel support._- Object: Flush Beam (15) — 24' ACCESSORIES LIST JOIST AND.BEAM_LIST_ Plot Plot Unit # of Net ID Length Product Qty Plies Qty Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 14 1 14 Bbl 1' 5/8" .or 3/4" Backer:. Blocks 10 - 1 10. Shl 4' x 8' 3/4" Plywood 47 1 47 SYSTEM WARNINGS \1/ Warning: Member exceeds thickness of a parallel support._- Object: Flush Beam (15) — 24' ..HEADER LIST Plot Unit # of Net iD Length Product Qty .Plies Qty Hdl 10' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 4 CREATED BY Mid -Cape Home Centers PO Box 1418, Route 134 - So. Dennis, MA 02660 508-398-6071 FAX: 508-398=4559 JOB_. COMMENTS DON PRIESTLY LOT 30 ALEXANDER DRIVE YARMOUTHPORT MA LEVEL NOTES File Name: PRIESTLY-30.JOB Level Name: 2ND.FLOOR Plot Date: 2/27/01 09:21 Design Date: 2/26/01 08:17 Drawing Scale: 1/4" 1' Job Status: Foundation...Foundation 1ST FLOOR.... Plotted 2/26/01.08:40 2ND FLOOR.... Plotted 2/26/01 08:17 NOTE: Level design times indicated above .provide -assurance for proper level stacking. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loadinq Is: 40 psf Live Load 12 .psf Dead load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 48 -Lowest -.Rating.: 45 - Highest Rating: 52 Glued &.Nailed Decking is Assumed Direct Applied Ceiling is Assumed Floor Decking: 3/411 Plywood Normal O.C. Spacing = 1611* Default Wall / Beam Width: 3.511* Default.Header'Bearing Length.:`1.511* TJ-Xpert 6.1 (#674) A C6.1 D6.1 ,S-6.1 -P6.1 *Unless noted otherwise SYMBOL LEGEND J TJI Joist Type M RectangularProductType Bearing Wall Beam Hd Header m Column (CBO) H Hanger Type U Hanger Symbol Pc -Parallel Closure Type Point Load Line Load Area Load 0 Detail Callout Label (See Builder's Guide or Pocket .Guide) o Bearing Width Label r► Joist Layout Symbol- Level Warning TRUS JOIST FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE JOIST AND.BEAM_LIST_ Plot Unit # of Net ID Length Product Qty Plies Qty J1 26' 9 1/2" TJI/Pro-120TS joist_.__ 18 1. 18_ J2 24' 9 1/2" TJI/Pro-120TS joist 9 1 9 J3 14' 9 1/2" TJI/Pro-120TS -joist 29 1 29 J4 14' 9 1/2" TJI/Pro-120TS joist 1 2 2 J5 6' 9 1/2" TJI/Pro-120TS joist 1 1 1 -J6 4' 9 1/2" TJI/Pro-120TS -joist --4 1 4 M1 22' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 1 1 M2 10' 1 3/4-" x-9 1/2" 1.9E Microllam LVL 1 2 2 M3 6' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 2 M4 24' 7" x 18" 2.0E Parallam PSL 1 1 1 ..HEADER LIST Plot Unit # of Net iD Length Product Qty .Plies Qty Hdl 10' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 4 CREATED BY Mid -Cape Home Centers PO Box 1418, Route 134 - So. Dennis, MA 02660 508-398-6071 FAX: 508-398=4559 JOB_. COMMENTS DON PRIESTLY LOT 30 ALEXANDER DRIVE YARMOUTHPORT MA LEVEL NOTES File Name: PRIESTLY-30.JOB Level Name: 2ND.FLOOR Plot Date: 2/27/01 09:21 Design Date: 2/26/01 08:17 Drawing Scale: 1/4" 1' Job Status: Foundation...Foundation 1ST FLOOR.... Plotted 2/26/01.08:40 2ND FLOOR.... Plotted 2/26/01 08:17 NOTE: Level design times indicated above .provide -assurance for proper level stacking. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loadinq Is: 40 psf Live Load 12 .psf Dead load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 48 -Lowest -.Rating.: 45 - Highest Rating: 52 Glued &.Nailed Decking is Assumed Direct Applied Ceiling is Assumed Floor Decking: 3/411 Plywood Normal O.C. Spacing = 1611* Default Wall / Beam Width: 3.511* Default.Header'Bearing Length.:`1.511* TJ-Xpert 6.1 (#674) A C6.1 D6.1 ,S-6.1 -P6.1 *Unless noted otherwise SYMBOL LEGEND J TJI Joist Type M RectangularProductType Bearing Wall Beam Hd Header m Column (CBO) H Hanger Type U Hanger Symbol Pc -Parallel Closure Type Point Load Line Load Area Load 0 Detail Callout Label (See Builder's Guide or Pocket .Guide) o Bearing Width Label r► Joist Layout Symbol- Level Warning TRUS JOIST FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE 0 ' ' �I P v 2 LWL F- `U) I N J 0 L- 0 0 E m U. J_ W 0 cc 0 0 U. //�/� T 0 0 s� 6 Ca 4= L3 o 3` o ro 4) ! b y0 O i ,6 � � S s - -, U m E o = K- S � E -Q O = mo+)m S c LV) 4 N no= - 0 -6 _ N ,Z L — _ > 3 Y O O O � L � . N J _ i0 ()o� J o Ov Ks� _ Ca 3 NL a) '° E H O _ U J I �: �� ' r - -- 1. Q F N s s t" L- 6 (m " w - - " 3 _ o a '•p � N : W � � C7 Y 4) 4 m Z Z O N � � C ,_ O M s -Z p W +� S N � 40, o Li C (� `� .).; j �-Z �_ v.. = N v c0 d' 5 c c �. 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Cn m E normo = m _ ._ p • o o - ^s o\ O 2 m °) 4c) 4E�° i N o w Lil -:' ¢' z m o O w E E .0 ....� H E y� y o W x m 'x E O a1 E° .L O O = a) L "� � ai wo m OY .(n r w: m` o F m m -" w c o 'O �, �,n fin.-InOn �m.-�n n n M cin n �, df 'oN n 'o O O O o 0 0 0 0�0 0 0 0020 k6k�,If- k k�k�k�k=k�k�k�K����� -a a o N uos H c rn o o N 0 0 0. O N� N N N I N M N ti -00 - L N ® J Cn d Y L L y 9 rn 0 (a . W O O O ' m O 3 c � a c0 U E a n. 0 a- 0 E E a) j - > O 0 C O L E o J Cn ® ® J ® a0 F y o ° m Ww O o 0 U o U wz O U 2E w � NZ U a) L 9 ♦ O � m w � E � a w f- *z a 3 z_ 'o0 Ea CL Ea) V W a E � a ,- Y p- c -° E c a , 3 a J .T N O. 5 I- \ E m o _ -o 0 2 a)' _ � J ss> a) O Yo Q C 3 4 N N O cca L� Ui 'SL- �>6 o yE O F S � U 'U N 7 d Jn o N � ` ® = W s J sd® oy-a c F(a m E H 3` Q m m a) N t m 0 E 'U6 y O m 0 o` L E ami 0 a- C acid- a 3Ui.s; 3 �U) O mJ m �J E c O E® LL s_ -- � ` b � 'a a) 'E -o F- 0 w C m E S E I O a . E y y y ° � Cn m� E EO O 0 No c ��'�o': M� cro m E aa) y a0) as) E W O � .a � 1- Li `O ¢ m i- U • .T N- M d- Lal.. N 0 N (n ami . - J am) (1i J c O J _ O JJ C.L. ® J C i a'a3 �-a W c E m c J c=-a)Y m °�0 a O6nL - �6n� Z Nroi , -y NF- O �s 3 EF 0 0 J U L E O C J U LL tea -°-§E m �,L,.: Z 2 N 10) 7 i N 2 E N O aro m E a '� '� m 0) o-� ='c a a 0-i = w • - N LL abi v h L T N 'Z'+ C O ti U a ••U bo W !y CO C � . 3 = '� C G IL C� O _ N- O t rUj C .y C E bn N O �_ G �F/� c3 s. ice-, '� .� .� 9 >, � > O E = do U " 'tz V N y- iYi a) V Q) �` W N C o N ti o L Y 3 Y N N V q22- a H an bA s cs = -- H D N c O U `� O •y U I C N m G h C , � �. OV F- - 'bn S. O b N "O U. N � .o O (ti y � = -M ti F� 2 i 2 " :0 � y U c0 -s X s'�,-, S %a ��-0 °on=ti ,ti�•o 8 >,c 2 c 8, ;__ c C I/y i).. o c u �t u o. cos" E-0 [ti O C •O w O O a V .n ca Q fi. ti 0 " O y U,� u "E >G C w ., G Eti Z rn ' F-' ti , 00 '-, N N O O r V H p (I U F" _ a t � 3 � N L N H _= o_ as r O = LL Fx- , ' Q J _ - ;U� a uN•, _ _ - _ - `Oda Q N _ _ _ _ mr 0 J V LL V LL d LL ju_ j INi jl+-O 7LLv njlmijtmi jlNi, v nj O o x x =-x-x=o-x-x-x�❑-x-x�o Ug F F- �F-� I-i1-xx F-� 1-�i-xx �1-�r xx a :. : Q x N _ _ Z - - - - :..W.,. N -N _ - -_ - - O - - - _- -O tN-, �IL NIL C, v I� � rd. V= N= V=- 1 N= C x m= U O v 2 c 2 m 2 O O v 2 M 2 O =F DF D h I-.=H=F =t- x x=I-=F-=I-x x �h �h x x Lb N N N �;:M: N� N ':'� N N f: W a, `; „ '. U_ F- o Z CO ir W N '- LLO w () O 0 CO (� VMacp rt W �-�2ao00 m�XF- MM pOOmu) F-2mLnZoo F-< oaa pZ U O LL' U2 N y O rA O N W Q F Z L U m . Cn J -0 in C J m v 0 G m 2 m U iii z N,- O aw= U ¢ H Z• • m D J N a > = W J U O ® •- n 0 O �?r U -¢Q i W m O. > W C w Z J 6 0 J z �ITrn aCQ U W 2 Z LL O N O N N a 0 C 0 0 N 0 2 I `m a m a N > U d C O CO 7) N M 0 Y N L a O Y � m 1 t N •O !o p N a O� . W O O O ' a) > N ` - i -C 0 h 'C W T N N T C O O `" O EO a v� W N rr�� r V O U� >' O 2 00 �� N f- u= C7. 8 ..0 s 3--I h &2 ® 4 6 t r ti o i ,W L 3 -o O O\ 0 ♦• C G p O C ..` 0 O •y No E `: o Fes- m �u a.0 E= r b O rr cL C. N N C >; o i. C: >, W � . � = C c ° c o ♦ ���// �������cy////..�C = b N v= y J6"'j T r c3 O T w � *z a - _ .N U N 'Y y i~ N y o Q. c. u E� V N a -off �s oa a o�m o�v c o x N` V W a T � a ,- Y a) M _c° ) a C^ O C p . OoO m r m gr v Z' Ln , 3 m ro a c 5-�-a)Nc-TUU" L t 1= 2 d a).: K y 2, T Im a l a o - a N 2 o® 0= s , O Q C 3 rn rn , Q �" o - N m `m � - o y u 9.3 �' r> Lc- m C m U E c , W cs's u.x --5�a t-❑ T<a > �0 'L r a0i 0 0 N " � w m n a) o - L a) E N :. � C- o >1 `0 3 E "' b ,,,w_, N ~ E g O 0,:, °�;o mom- m� ° -O � M £ch Imo) c 5! 2 ❑ O � i� , /®//.. .) �� [� Wcs c- 4 I ,- - viii a'... N `Nn `n O ', `-' A+ - T •m _O O v i 0 1 'l�I ro E O F . _ bq G •� � C) '- 00 EO � _ � c3 0 - m -O -O y a) m O 3 o n. ° gy m` R. 7 U 4� T, N O C r W) 2a W c m o +•� m 0 0 Ns 4R LL7 3 m _ _ - U a) U 0 >i N O I - �Z1� O •a) 0� C J O ca o. - > L , m c� E� F V U Z Lam= 4 QW _m s o 3 .L.+ a c O = O Ln .- a I X m = U) J, c f LLS ir • • _= o_ as r O = LL Fx- , ' Q J _ - ;U� a uN•, _ _ - _ - `Oda Q N _ _ _ _ mr 0 J V LL V LL d LL ju_ j INi jl+-O 7LLv njlmijtmi jlNi, v nj O o x x =-x-x=o-x-x-x�❑-x-x�o Ug F F- �F-� I-i1-xx F-� 1-�i-xx �1-�r xx a :. : Q x N _ _ Z - - - - :..W.,. N -N _ - -_ - - O - - - _- -O tN-, �IL NIL C, v I� � rd. V= N= V=- 1 N= C x m= U O v 2 c 2 m 2 O O v 2 M 2 O =F DF D h I-.=H=F =t- x x=I-=F-=I-x x �h �h x x Lb N N N �;:M: N� N ':'� N N f: W a, `; „ '. U_ F- o Z CO ir W N '- LLO w () O 0 CO (� VMacp rt W �-�2ao00 m�XF- MM pOOmu) F-2mLnZoo F-< oaa pZ U O LL' U2 N y O rA O N W Q F Z L U m . Cn J -0 in C J m v 0 G m 2 m U iii z N,- O aw= U ¢ H Z• • m D J N a > = W J U O ® •- n 0 O �?r U -¢Q i W m O. > W C w Z J 6 0 J z �ITrn aCQ U W 2 Z LL O N O N N a 0 C 0 0 N 0 2 I `m a m a N > U d C O CO 7) N M 0 Y N � 3 ; .° � m 1 t N •O !o p N a O� . b , o -Z o z as o ` O i -C 0 h 'C - � � � >, a V% d W N � 0 9 !O i- 3--I 6 P 0 t . o"�®, me • �c oroM - �oE�- .. 2 � D �Xv O\ 0 ♦• C G p O C ..` 0 O •y a) E `: o Fes- m �u a.0 � Z I~ U F C N OCi am Cn . � = C c ° c o N t�U, 01 2®_a D O G1 .�C. a - M E c o ® s a) E i -off �s oa a o�m o�v c o x -oma ti oM o� o y oaa o� a^ �'� o a ` O " c 6 E a c C�!�' m = m m m� 'm a m H _c° ) a C^ O C p . OoO m r m gr v Z' Ln , 3 m ro a c � L t 1= 2 d a).: K y 2, T Im a l a 1 3 - a N 2 o® 0= W , O Q C 3 rn rn , Q �" o - N m `m � - 1 n d � oa N Lc- m �.: 6 m U E c , W 'C d = z 3 - -) o v o c._y o f E Yi I E. :I - E L I •0 m. " � w m n a) o - L a) E N :. F- a) C m t::. ~ 0 c oc-° c�a a .•m�:2 m m z Q«•C O 0,:, °�;o mom- m� ° -O � M £ch m U U �O = 0 i� , -:a � aEImoW Li`°IL 0o10-cO:WFO-m s. F°-. 0 . W Li, ro E O F . _ (a �.. 0- C: _, 2 E O . 0 - m -O -O y a) m E� Z U Z 2a W c m o m 0 0 Ns 4R LL7 3 m J O J.c N � 3 ; .° i Ea 1 t N •O !o p N a O� - o - o = P o -Z o c m a as o U (y6 K y '_ i -C 0 h 'C - � � 0) s o I O y ��o �,: m � Z " . �c a ooC C a o O 3 - G � O O C o o: o a� G O O N a) � y O f os E 0 M y -i o � '4 ; Q) o �. .c_ Q o C- 0 6 -c m . o"�®, me • �c oroM - �oE�- .. 2 � D E a) 'E Cn O\ 0 ♦• C G p O C ..` 0 O •y .O G -C C E Ga G oxo 'y '.O a0 E `: c }` c M. +) V ' c .N - � 0 0 .� G C O c, c GO O :. E U F C N 0 ; . � = C c ° c o _C `'. c 8Oi E o � a 01 0 w co) °� ; v� 'N O I! N O d i ro r X OO N a) 'O X -o,'.Ut N LL ^- x ro m x- = Z� -O N -C -c c c o ® s a) E i -off �s oa a o�m o�v c o x -oma ti oM o� o y oaa o� a^ �'� o a, `m m , o^ o`.- co® 'Oaf 0C� Ciao m ti c m �= m , a c C�!�' m = m m m� 'm a m H _c° ) a C^ O C p . OoO m r m gr v Z' Ln o E y CL i. N �..0 .G y. � a' Q) L a) i N. N s L t 1= 2 d a).: K y 2, T Im a l a : 0 0) > I, � a fN- ^ a .c Z C d N 0) t Q N a D7 N Y S � C: O 0 C. 0 -c M L Oi ° �- y E Z o n 0a c a y m OLS n a O O .. L .,Loc o c m o c=o- N r. ro L •0 -. o y J 0 m 2 a) O 0 o O y O w N :C G r- w N 'i r C N 0 .N a y 4 �, ro a) - - O y .- .- G w O- N h>> N N E- y C ...Ca .. to -1 I•- F- U W r O^ U) y 0 •- '- CO Q) N O- O- N. -: C) J O � � ca© .N '- $ .'D -. 0 a) -.N Lu - •r i a1 0 W .- .-..� rn � N ., N C .- O p .� ._, c. -:m y Lr F- m c O� h c- c v �' c d c 1•, 0 m„ _ .,.� � ch..y •� � O s .� c Q -'q O m =T Z- c o d c O o c �.: 6 sC Q �c==�v�i�°�=°2�rn=° o�tT E Q i�cyFZ-==T tT=�otip0 d = m ca .: 0 -o 3 - 7 O O •N E � c o 0 E m 11 I: E 1- I E E'.I (n '0 3 - -) o v o c._y o f E Yi I E. :I - E L I •0 m. " � w m n a) o - L a) E N :. W r +• ',5 O O L E ' • E (n = o = O y N O N U Co N 0 0 U C _.•-• C LTU LTC 07-0 - y . Ca .-• E • . E . . O d N= O n = o m m c m' v �.. 3 U C C U. G O -N O^ G' C m t::. E - ca, LF � 0 c oc-° c�a a .•m�:2 m m z Q«•C O 0,:, °�;o mom- m� ° -O � M £ch m a) = N O' t. U) ,aa ,a =-- m o m- ro J O. O -0 U a.-0 U a0 as hU CL -0 Q a- XwvQ m- m a7- m" a) d O -0 U U •0 U !Z•0 a•O U -:a aO a.E�:,.:. - aEImoW Li`°IL 0o10-cO:WFO-m .CL-oW L-�, F--oFmW F°-. oa i�l'a, C Z W . O . ro E F F . _ (a �.. 0- C: _, 2 E fn T c a T � r53; C � 3 or a- HLL c o m OdoCr°n pE -a,a a fl T as o = Q) N:CL tT�o y = C O • - v (a �O 0 = .y . N -0 0� m m^o � N mm wa.- Ca = Ln N Q O Ln , OO 7 41-+o) - E q E 3Z N N 000 ro J .. 2 � D � ac) y ) .o ELa) :o o.0 C' ® Ems'-" (n O as t� N" N N �. - 'M - N 0 a s C U F C N M a U V C N >,-a _ O 0 - � v� E -c Ey ° as CO)FN > a) JJL y O : y Q N = 3 E y �X N O O -C 2 0 0 a) .= O O'. 0 0 Cn N J C C a) _O O .L.-� C a). C C (n d.0 a) Ea0 >1. E- O- 0 C U t� (n zw 7 > O (D O m'I N E d N d� 8 L N `m � W C U X 3 0 0 C 5 0 L �- •a) 1 a) 2 ro 2� n E y N E N m ' E'•3 c 1 o J -0 0 .6 � C 0 J ;s Z y i Z- X >, C 0 m rA- y 0 C m m_0 d N iT :y , E Cn O U - E _ o = a o+) = m a= Q C y O Cmj m= -_C:. •6 C =m N >, C O o N E N M i. N.. L•�.O in.� a N 'L:.� _, �� C= ' m m W 0' 0 Z y 0 N .� a) ®.. �' +L. a) Q L a o a- N EO EO N d a) O CC C[1D Z, N O 7 ,E W fn f- _ V N =.°cL I--O-a C>a 0 . . J. E I -O NU -6 ti + _aL mO o E > i J. N OU % � m O % -9 U � r_ y0j � q 0 06, � u W . , 4-, c� = ro o n E to' — E 'o O O U O U �� � m O c = m + -) 0 4) Q ro 00 - , J J i = (n }1 J ro J ro O J Op O N � ro ca � E( ,� a q) 6 z \O O E s = = J E ro 0 z 2 a L - 0 = O k Ua)G O = •- z R i L°aGd yoO a R EE_ L O V oZ R cmE a"a� a m i 4 3-_-1) O -1 ,�� 4) y � 4 z v O= Z m (o 0 ro opt m L oQ ,° U- c w) i o S a5 N- U O w) " o U 0 0 z S S Ca 4) � i-) 4) 4) 0 (n 3 T N E 4) S N w }U) _ X O ca ca E E '-' =�u - 0 p V oa Z W Y Q = p0 a$ ^_- E o T as o a00 N Q N J J Q m :m -6 O E - 6' L 11 m^o � N 4) N d o E O W o .o J c = Ln N Q O Ln , ..J., 0 0 U 41-+o) - E q E 3Z © W O ro J = ro X X O Q - w Ln ro (a S � CL -, � ~N E O E u O 0 ci as t� N" N N �. 0 m o N O " �% Lo u �o 43 E Q ro O {- M O O lit) _ 0o a� E � H<9 F� 12 E 4) F ro O E ~- ca +) 6, J a J Q \ - •J � a O m m 3 =oa) a)m E� Z s� as �� � o - E O-, c � O X U O � ... O cE O fl , a o a'O � � m � +0 J � i () 3 -- 2 R O N � =,ro Co m°) ,-E- 4) m e , -o � c � v0) '- O Cn � U C.a _ � 'o + c¢ � � �:a(9 mw . ,cO O X m a - O ".- ��ro . �E lu c T ° E _ o = - o+) F' ��� 00- zo rn a) -�.{ O N Q � m L Q u i ao= (a N •N N E _ O �= O a U q) m Cl R LL ro m N= M � - . q O ro _ .o o u E Q E E LL LL o u = y R mm � 4- 9- E � a• ro E F F . _ (a �.. 0- C: _, 2 E 0- U) _ °< ro I U -O -O y a) m y m � c Q N,R c� CO a) Z d' a) m c C Y o m 0 0 Ns 4R LL7 3 m � i - U a) U 0 >i N O I - �Z1� O •a) 0� C J O ca ctt m c� E� O> ro V U Z Lam= -0 s 0) C m S E2Y-S QW _m - Z C= C� = O Ln .- a I X m = U) J, c f LLS ir • • N - 61 E 4) S 4� O 4) w) m M 2 J E� a L w � v0= ^ m= 'D � C O rn E N N 15 '._ C a) U C Z L OL i a) R E o .� •C G cn y R R Z R • O m0 n ccY 11J � O) .0 >' = c = s m O E� 0 M a) U U U -0 O O c6 Q ?' Cn m E normo = m _ ._ p • o o - ^s o\ O 2 m °) 4c) 4E�° i N o w Lil -:' ¢' z m o O w E E .0 ....� H E y� y o W ro L N 'x E O a1 E° .L O O = a) L "� F ai ro Y N = (a > U o� E °) Cn W - O X O OY .(n Q y nN or a W >` i Q O .-- O O O E 02 C v 'o Q �� 0� ° Oi U O s u I• Y m T O = d H O ro ro 3 aa)) 2 n F- -0 � � � m °) 7) ro 0 O7 O- U O (n O R o w � m I;"' C W X 3 a o 'o O O m= o a a)s N m -0 0 0 U va m a i ' O 'i = 15 - `O (n � u o- Cn `� n c - = � Q a) m O a) E �- v R �•-� ;n D- N-0 N c2 O >, U) ro c- 0 2� ��p a) o a E - > Y L m T o >, ro U = > C c O-0 0LJ C m O , = U ro O C E w !' ro_n= F-> m ccaa�m� N Y -O C _� - ni C O C O ro N 0� C� U N'06 -Q c so yob , _ III pZ o gas �Z-:5 0 O a � 0 m a) N O EY E O C o) n E L Z -m .00 a, 0 C v y E � +-' +' N Q ro- e \ ro E- O r N p-0� c O 6- a x U a) o -a o '0 O .a o E R 2 a) a) .. W c o") ro� O E >I- m E E N 0-- u u m -� _0 2 2 a) 7 O _I -o� - U ro 67 E O R> •- O Q. O_ 0- N % ro N O -= ro p...0 L < •-• F- �s E E Em a o N m b m : S] J Q ( o msY N - w O_ ' a o U .ca o07��'c c>CO y Cu o c® •- m m J a I� - = m - o w m ,,, _ N= o o + roS > Q Sas ro E� a) S 8 'c x L - Q d Q.aw o•- r- to I --I 1-a /�� ISM , - - -- -- a Uzi m E o= Cd m N � >, x� ,E N O o 'y '. W o 0 �'>_, c°=moo W Ni o�w" O i U 0 CCa •U U 41 a) ro E ro p V QI -a ID y R . 3 .: Z• . 0 - �O i6 F- c Z6 a c •� f0 �.. D s o +� m - C� W O 0- a) m (O W O C) • oc 6 = V L w W U c=n - > = 2 o •� --- _ I -- ro O :_ I E. E Z `: W LU O L 0 O> .' o, O O iv d H F- \\ -- ;Cis m : 3 n�[C a OU- W U o� 0 G v L E"'I �� x _- II 0� (%� O O m; : > W 'R u s 0 o O Lf) �'4 R a) G R Q. Q, R U ,.,�%! C."3 Vl .� _o - -� _ III III O C.) v; W -tea -;- z m P4_ in aC: a) E _U O m o •� Q;.: _ O +-+ O O Z % m a� ' O VV. 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O tz %( r Cl) z 1= �' r i s v W E �� °oma 0 m o m. m n W� -� s� S�� F- �"O41 y"I �o+� Q 3-i p �R� tiV� W C a) Y C= ro OO E+)- E 0 o °� L Z Q W G _ C - ro, � = L XI N Q J 9 M') w O o L� o,�� ooh^ W Z LL Z CC� Oro O Q W U a 0. a) = C C a� O C ro om m CO o > ro �' ro I <D ELS t' 3= 0. F- ) o � o.,z E Q F- U F- �.� E F- o �� �- 3 �° o��Q o� o-0a,M o0).�� (1) O m O (n >, -- 3 o -0a)0�o � O' E E mss- E m E c C a ro ��� - O a is o x o �= rop �; O o O _ o = o o O c U O E U O a)oa)cro .,� ._ 0 0 =E 0 cn o- 0 = 0- ro roro.« a) O L o LL n - W L G Y / y > LS.) i J '�� V) 6 -. m O oho s . o~ U. O F- .6 N a. ro " k O �, 3 > -° � - I► cn u \ iN J J� > N -% J IL - m2: Q) J R O .1 Q a) c -, w a ?j 3 . EL, O" +- S -o u o . 1. °s 3 m 4) � N 0 f ® li c,- � w ° , ,-- + N ��� i F2- w) [ r-. ., . O O ® m = E m ca ° a� .Q 0 4 E o s `u© Oicv m a y". C) N a !i H -- cl E LL O o N to 0 c j N OL C 1�_ n L ,� — ___ _ _- _- U -L_ , C -N--_ _-__-_ GT ° ° a) -- __ __ ___ N ami .0 OL ••.. 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N Ovi '�-�W O;n ® O N Ua) c.o a UC) c� s>>?o�'E - o - � + +� r W X z w L m O Q J J a da a G 'S 0 Ra dm 3 Q. >� a• t o s 0 +o, >�~m Z m �7 i -F- I a Z� �� > Q�U N Z O n~ y O Z N J Z O n O (n m F- O._ .Q m r a¢ F-_ O._ -0r .. >,cs z Ur- my y a� m o y o- Z U O r N 'N. M -o r -o ° ° o 0 j O.. m s k a •°Q ',R2 CC R d F- rL = " Q 3 P o w (n O o h •� o� (n W a c7 0 Q o o c Z O LL a a a c n a o c S ro O ca .c Z N O >, Z_ N O m p .M1 - - �- p F- o - m .3 Z ° d�� o R 0 m m NZ > O O. o 0 o N E 3 c E c a �a = oCO 2E= (na Ln �O oCF- �Y y > cn- two F- = O o ¢ o mJ J ¢-- o- c c C . + + v �, mQ�y mJ d o� F' ro �'� v �� m v 5a 5 OU U- CO O �, � TLL' 0m LL v) o m o m E a� o 0 N N m 0 0 � � y 7 m 4) U) Lall " � :. m - \ 3s s � d- u V �J H. � r O o Q �p I- c r ca ovst � D. Cn N In C (n Ln N >i - -oo N O ~ - o m 0� F- m N O W U w u C'7 O C (� N Cn N Oro, H s W a U 2 F "-0 E W a O 0 F c °) C cif 0- a) O •7 .= O O -E '-p U _ O c. � '- `. o o a) . _ -¢ Y R 5 a O > O . / N Z J ® � 0 LOO z --I ® LO LL p i- r O N c-- LL U F- N T 0 N --. 8 0 CO .o :o .o - 'd" N N .� 4 O F- Z o m .o a s W o a) O c (a ® y O •� I O Z F- y d C) F- tna `m aci m L= a m O� a aci e a cn-Ln U C 0 0 C O Lo N a 0 Z © m 0 m F- Ei -M � � -Q � O I 1T I 'D w W M m F- � Fes- O cO W O [C in F- - - -, - - ¢ � cc • � U 1 - o a o o) -Ti Ti_Tl vl G W m v' F- L R u u Z -N � N w1 � +� O = � a ~ E W �; LO �; LLO IZ � � � 4) I .X � O ° >( v. Q O �'o �'o 0 2 °L E .a o -M 2�� o C o `° m o o N W d O xS- x� a -P^� U F-- E -� E �E -__E� 11 m _> -o �U � o ,) � E- a-----• �- N C 0 & :cm,) =a o -s Q m .Q Oa o i ;n0) m=_ 1- ¢X n w a s - S F- s N C' O- a a a a O (n O O L : m 'Op U :� oo rn O O . 0 N t x Y N N o W� = Z a) .i 3� 3 O o O a � In � � N F- -ci . � N_ E N N N `° N N a' a 0 .0 o o lin 'd C c o) O O N O X •+• a) N N Ln O .. p r m I- -16 N (� C p O . C m r � C io ' icn L a , a) C) -D W s +) m U O m R R -- -� •Q - � L s o u 3 N N n == O ss ss O ±? u. u ° y 3� 3 4roi d= L O Z W LL LL O -.) � xNNN c s X x x Q u - ro = = '06 N - s a) ()) N ca -0 N C (n O « _> m F- = O : (n -O O \ a 0 a O C •a U) m c m m Y x O c •i O .O � U m a) C •3 O o ( in vi .O 'w :o c r = m �' E a) o 0 w p- �, = S = z R m W -a m = R s -c u o �a o U ~ lOC) -, u m w"i iti i)i iti R O =a ami '- O X N E O ° N c 't6 c E _ ° •- m m o "� 0 0 p E - ,-3 m a U41 a > o a• �, v - o "� o c� s 'o c' a m _ =e 0 o m N ,4.- g� 3 m c� '� _Q o y o - o x o c cx - _ E -cE ro _ o = ca m I p � O �� m �� = i s 4) Q Q_ Z O m o = m CI) O S +) _a N a, r - O O U E -6 J\ C M O O 5• _ 'v :: t7) O Q' _ 61 -Q c6 = 4) °) m (z 4) i aS O U - __ L U W Z X N 1--' .� 4] +) O O m E F- O N O O v O > ,� (h 0© •(6 _O _ r rn C v +) Y O c0 4i +) -- .�„ , O a) a Z cn ,•S•• a3 = sl Q) O x X � � a O o O O N LO L >ll N ca C a) -C X J to ,.-• -7 'a c .-. v -N -O (n (/i J o -n ca R u ° 0 3 O' m +, s Q -� J - - _= E wOi o as Q o o .-. S + +) - -. o R o C.1 as R o O E c E .- .- to = m s o a a a O - +• m O in y ° O m C = is s 7 O ® > O o• F- N E x O 0 v W Y U -o 0= W Z - G a• m ) o a7 --) = � u �I ro � U a) as cn o_ os� +) 4) U u .-. ,� _ a= Q 3 �� N L N E x -E 6) - E � N 0 0 0 0 a Lid LL L1. +) ci N C o E c U E E O 0 0 .O o Rr zs O E a) - ai r -a - N N N = n - .0 0 '_ Q o, N ."C.. 3 c s o 0 3 s w 3 O ¢ in < i� - O a. E =v w) s- - ®' N 'Q 'O C Q _ M E ° d v a) Y , o - c m o - Y 0 d as E O_ 1: O R W O R.Z.. m? ._� 6 =� +� 4) ® a) +S +? O In u L E� -Q a) O LO ro=�� � N m��� = ro = cn � H F- F- F- m O c 3 =_ o o S R C7 O E O 3 O a _� U U m o= ` C O °- "' N F_ "" Y U ,� = x o O N- o m o 'v) ('j Z = % m SY u o ro o a) Z a F' Z QC a a) -o Q a 3 d - u ro )u �33 4 S- to �. H = 4) `+- .N "s Q-- m 6'0'3 m c u O m v G �� �9 Ry i 0 `� o mp E� C� Cfl N r N F- E V- +� u i O \ / _ F- L m c0 O ' C m iri O� a L a) a) a3 y r (n N (A z N E F- E c ° m y I M Z U) Cn O i0 U a) (� 'p Cn O c c J c o N .. .. a U O O N N +' Q J m T �' \ rn -O -0 C O a) m Y U •i i1 .Q Q W W a) � G +) m == = ro O s o 3 wi - -6 O Q z N o E o) O 0 Q m o m O N Vi m= W 0 0 E = O W J d a -a O 'y J r- W O L E a a) O O C UI = ° E U i/i •� •� ,v_) L O rn W d a O R d +) = L c o CC m Z L 3 '(a +„ T L .- c = ro °) O :� O 61 +) _ = y --- U (a N ii r s CXa u m O C7 = C Con O O a) : : J I � C� m O O W O J zT W- W ® m= a. m J (fl N -, O O _ - •,- R U 0 * = w J 1 N = Y c) w o v J m a ro E O O W m R $ a7m OC Q r i� _+ +' S as ros x m � o¢ 3 3 G ~� c, _ d x >' = N Z o a`> c E L� c E a y Z v .O-. 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O F- j= U E- m m � �-a 0 w F- s F- c a N a° J LL F- a0 C Q m (' o 1 a) ww m E - p- u LY ._. � 3 U= E m. V • m Z . m -6 ti + _aL mO o E > i J. N OU % � m O % -9 U � r_ y0j � q 0 06, � u W . , 4-, c� = ro o n E to' — E 'o O O U O U �� � m O c = m + -) 0 4) Q ro 00 - , J J i = (n }1 J ro J ro O J Op O N � ro ca � E( ,� a q) 6 z \O O E s = = J E ro 0 z 2 a L - 0 = O k Ua)G O = •- z R i L°aGd yoO a R EE_ L O V oZ R cmE a"a� a m i 4 3-_-1) O -1 ,�� 4) y � 4 z v O= Z m (o 0 ro opt m L oQ ,° U- c w) i o S a5 N- U O w) " o U 0 0 z S S Ca 4) � i-) 4) 4) 0 (n 3 O Z_ T N E 4) S N w }U) _ X O ca ca E E '-' =�u - 0 p V oa Z W Y Q = p0 a$ ^_- E o T as o a00 N Q N J J Q m :m -6 O E - 6' L 11 m^o � N 4) N d o E O W o .o J c = Ln N Q O Ln , ..J., 0 0 U 41-+o) - E q E 3Z © W O ro J = ro X X O Q - w Ln ro (a S � CL -, � ~N E O E u O 0 ci as t� N" N N �. 0 m o N O " �% Lo u �o 43 E Q ro O {- M O O lit) _ 0o a� E � H<9 F� 12 E 4) F ro O E O Z_ 6 N E 4) S N cc O ca ca E E '-' =�u Y M oa Z W O ca m L C) O C p0 a$ ^_- E o T o a00 _. �o„��v N J J Q -O O -6 O E - 6' -0 O C � E m^o N 4) N 0 a.F- +- Z� R Et" _ -6 0 m © W 070 E a) z=m O � '0) - � mo = = .d \ - ,() o z�� m o� q41 M �� oN ��- � _q ro � 0. F- ro O E ~- ca +) 6, J a J E w € \ = m ? u •J � o =oa) a)m E� Z m 7 o J C ® G � O X U O � 07 m' O fl , a o a'O � � m � +0 J � i () 3 -- a N � =,ro Co m°) ,-E- 4) •. tea) Cn � U C.a ® X Q = N u O ".- ��ro . �E 'V7 Ln CO roE E'E E _ o = - o+) F' ��� 00- zo R5 C O �(A C W > 0 0 �1-. = L :Q 'a Q4- C C C Q m 0 m w U •N 0 (D 0(DC.a�i >_ (u m a i i V j� fCi C - >_ 0 ♦a� ' � wV! V ,a `a a) N to i C a 0 0 (q >+ _ ' 3 �0 i- • Q. - .C_ O M -M• �C 0 m M (o M 0 N m - L ice-+ a � = = 0 = >% -0 C U) 4- CL (n C 4- = ° _ rte+ i E U y. C O U .a m C C .0 • M a) � = N C 1_ 0,C C •0 � M C p �� - a) a �0 •N d 0 -0 • 'a a V 0 � S *- O S a. 0 r L V.. 0 a7 _ E_ =- to = = iO -, - - 3 Ca 0 c'7 N N r 0 (T CO W O a °) C07 LO I-� r r r r N N N N N >, N (n r J -� I I I I I I I I I I I I 1 1 1 N p C r N (h c7• CO tb (T O +- N M d' •O - 0 - r r r ,- r U CO is er C N 0 )..I m L •� N a) Cn _ x O V Z m Z < m i <a >I Z Cn .j U. LL m 0 �— r �Cn 0 Z 0^.0 s ♦ E J 0 Q ♦ cc ZI-0 6 N s }1 N Y M m J W O ca m L C) O C o -� E E !-. o '1� a _. XO = = = N J z -O O w U ,o.oEE.a -0 O C � E b�• N S, ® \ ,, 0 a +- 1Ol v -v H `- -Z m W- 070 E a) z=m 6, mo m .d Ovo = ° iF, Lr 0- ° F- � I z�� m o� c o m � a Cn oN ��- � �-0 C o F- ~- ca � Z 0 ',,O Q) U) O N E -a m y 0-0 N OL \ � W o =oa) a)m E� Z m -E m = 0- = Q L6 U O � 07 m' a 3 a E2 a'O � � m � +0 J W > Q a N � =,ro Co m°) roHF- -,w o C.a ® X Q Qo o O ".- O � 6 'V7 Ln CO ¢� 0) E (OT - o+) ccEc3C;���E.�0- o m 00- d� a) rn a) a � m L Q u i O O C m U q) m © N 4 - tyo00 Q E E LL LL = o >, N F- � 4- 9- E � a• ro E F F . _ (a �.. 0- C: _, 2 E 0- U) _ °< ro t i -O -O y a) m Z m(n Z m � � Z R5 C O �(A C W > 0 0 �1-. = L :Q 'a Q4- C C C Q m 0 m w U •N 0 (D 0(DC.a�i >_ (u m a i i V j� fCi C - >_ 0 ♦a� ' � wV! V ,a `a a) N to i C a 0 0 (q >+ _ ' 3 �0 i- • Q. - .C_ O M -M• �C 0 m M (o M 0 N m - L ice-+ a � = = 0 = >% -0 C U) 4- CL (n C 4- = ° _ rte+ i E U y. C O U .a m C C .0 • M a) � = N C 1_ 0,C C •0 � M C p �� - a) a �0 •N d 0 -0 • 'a a V 0 � S *- O S a. 0 r L V.. 0 a7 _ E_ =- to = = iO -, - - 3 Ca 0 c'7 N N r 0 (T CO W O a °) C07 LO I-� r r r r N N N N N >, N (n r J -� I I I I I I I I I I I I 1 1 1 N p C r N (h c7• CO tb (T O +- N M d' •O - 0 - r r r ,- r U CO is er C N 0 )..I m L •� N a) Cn _ x O V Z m Z < m i <a >I Z Cn .j U. LL m 0 �— r �Cn 0 Z 0^.0 s ♦ E J 0 Q ♦ cc ZI-0 6 s y Y M m J W O ca m L C) O C . V o O _. 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O_ 0- N U = "a ..o.>' C N O -= ro p...0 L < •-• F- 2 � 0- a) N . ro E� a) S 8 'c o f �..O O , ,- O _ .E ro � 2-E. o � >, o O C O, a) C > 0 O D O i U 0 CCa •U U 41 a) ro E ro p V a) O N U O C 0- a) m C (rl ro z C) • F- • 0 � OO c=n - > = 2 o •� ACCESS COVER (WATERTIGHT) TO TOP OF FNDN AT EL. 45.0 WITHIN 6" OF FIN. GRADE ACCESS COVER TO WITHIN 6 LPRECAST N. GRADE .1 GROUND SURFACE AT EL. 42GROUND SURFACE AT EL. 35.0'± r MINIMUM .75' OF COVER OVER 2% SLOPE REQUIRED OVER SYSTEM p 'OUND SURFACE AT EL. 35.0'± `l v LEGEND vl " l �� 4 -._yy� PROPOSED WATER LI r p APPROXIMATE LOCATION" _. r .. r. a� r -- `16_ EXISTING CONTOUR RUN PIPE LEVEL FOR FIRST 2' _ X 44.5 PROPOSED SPOT GRADE 42 0' PROPOSED 1,500 2 DOUBLE WASHED PEAS 7 =16-- PROPOSED CONTOUR 40.0' GALLON SEPTICt-.,(G 9.75' ELS 32.0 TANK (H--10AS M � ♦ _.. _ TH2 SOIL -TEST HOLE BAFFLE 32.17' ��� 32.0 CI C1 Cl F -I 0 DC7 -[O C] SEE TEST HOLE LOG(S) Q 31.17'C7 71 L7= CI CI C-4' 4' A L 34" UTILITY POLE .. CI [� CJ I� M C� [� O 0 DEPTH OF FLOW = 4' 6 CRUSHED STONE OR 8 2 AROUND TEE SIZES: MECHANICAL COMPACTION. (15.221 [2]) L� O Cl [� C1 CI' C7 C7 0 29.17 CP EXISTING CESSPOOL INLET DEPTH 10MIN BELOW FLOW LINE NOT ALL SYMBOLS MAY APPEAR IN DRAWING - OUTLET DEPTH = 14" MIN BELOW FLOW LINE 3/4" TO 1 1/2" DOUBLE WASHED STONE ASSESSORS MAP: 143 PARCEL: 105.12 (MIN 2% SLOPE) (MIN 1% SLOPE) (MIN 1% SLOPE) ZONING DISTRICT: R40 FOUNDATION 21' SEPTIC TANK 131' D' BOX 8' LEACHING FACILITY MINIMUM YARD SETBACKS: 0 L ND V ; _ SEE SOIL LOGS *VERIFY WITH TOWN OFFICIALS BENCHMARK - CB AT CENTERLINE "CONFIRM SUITABLE SOILS AND NO WATER TO STA 8+56 ELEV. 51.22 ELEV. 24.0' PRIOR TO ANY CONSTRUCTION ON SITE. 2" - � SOIL CLASS: T$ \ DEPTH (IN.) TH1 ELEVATION (FT.) DEPTH (IN.) TH2 ELEVATION (FT.) TOPCPERC: 502 MIN./INCH 3" 0 1 ORGANIC LOT 42 2" 53.83 2" 29 i \ E Ro NOTE: VENT SYSTEM IF ANY LOAMY SAND PORTION LIES UNDER DRIVEWAY 6„ 7.5 YR 6/2 53.5 6" B LOAMY SAND 10 YR 5/8 i 28" 51.67 26" / 2.3' a� Cl 0 o MED/COARSE SAND - i o 66" 10 YR _6/6'.. 48.5 72". 2) 500 GALLON H-20 LEACHING CHAMBERS WITH 4' DOUBLE WASHED STONE ALL AROUND C2 �� ^B X MEDIUM SAND 2.5 Y 8/3 126" J Al 5 132" 0. 44,866 S.F. ORGANIC - .- FOUND- NO WATER FOUND E FRONT= 30' SAND 7.5 YR 6/2 SYSTEM PROFILE 5.17'°R = 20' 7.5 YR 5/8 Cl (NOT TO SCALE) CONFIRM SUITABLE SOILS TO EL: 24.0 ** PLAN REF: LCP FLOOD ZONE: 34995 F TH1 LOT -29 DEPTH (IN.) ELEVATION (FT.), C " 0 L ND V ; _ SEE SOIL LOGS *VERIFY WITH TOWN OFFICIALS BENCHMARK - CB AT CENTERLINE "CONFIRM SUITABLE SOILS AND NO WATER TO STA 8+56 ELEV. 51.22 ELEV. 24.0' PRIOR TO ANY CONSTRUCTION ON SITE. 2" - � SOIL CLASS: T$ \ DEPTH (IN.) TH1 ELEVATION (FT.) DEPTH (IN.) TH2 ELEVATION (FT.) TOPCPERC: 502 MIN./INCH 3" 0 1 ORGANIC LOT 42 2" 53.83 2" 29 i \ E Ro NOTE: VENT SYSTEM IF ANY LOAMY SAND PORTION LIES UNDER DRIVEWAY 6„ 7.5 YR 6/2 53.5 6" B LOAMY SAND 10 YR 5/8 i 28" 51.67 26" / 2.3' a� Cl 0 o MED/COARSE SAND - i o 66" 10 YR _6/6'.. 48.5 72". 2) 500 GALLON H-20 LEACHING CHAMBERS WITH 4' DOUBLE WASHED STONE ALL AROUND C2 �� ^B X MEDIUM SAND 2.5 Y 8/3 126" J Al 5 132" 0. 44,866 S.F. ORGANIC - .- FOUND- NO WATER FOUND E THIS PLAN IS APPROXIMATE.: PRIOR TO ANY EXCAVATION ON THIS LOAMY SAND 7.5 YR 6/2 B SITE, THE EXCAVATING C;ONTI:ACTOR SHALL MAKE THE REQUIRED 7; LOAMY SAND 7.5 YR 5/8 Cl HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY MED/COARSE SAND 10 YR 6/6 C2 Cl MEDIUM SAND 2.5 Y 7/3 50.8 DATE: DEC 29, 1997 ENGINEER: DAN OJALA, S.E., P.L.S. WITNESS: AMY VON HONE, R.S. 50.63 SOIL CLASS: EXCAVATOR: BORTOLOTTI 7" - PERC RATE: <2 MIN./INCH:: 26" 50.3 'TOP PERC: Cl DATE: APRIL 21, 1998 ENGINEER: DAN OJALA, S.E., P.L.S. WITNESS: AMY VON HONE, R.S. 48.63 120" 0 44,866 S.F. ORGANIC - .- FOUND- NO WATER FOUND A THIS PLAN IS APPROXIMATE.: PRIOR TO ANY EXCAVATION ON THIS SANDY LOAM 10 YR 3/1 E SITE, THE EXCAVATING C;ONTI:ACTOR SHALL MAKE THE REQUIRED 7; LOAMY SAND 10 YR 6/1 B HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY .LOAMY SAND 10 YR 5/8 Cl OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT MEDIUM SAND 2.5 Y 7/3 52.5 52.33 52.25 51.92 50.34 42.51 NO WATER FOUND 44.8 10% GRAVEL'- "DISCONI INTOUS BANDS -OF--.-. GRAVEL AT 60 AND FINE SAND AT 72 NOTES: 39 81. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON TITLE 5 SYSTEM PLAN 50 1H OF ff 508-362=4541 OF fox 508 362-98$0 52 LOT 30 ALEXANDER DRIVE ARN� . s• Of i _. �+ p OJALA �54 SITE PLAN clvit Mq I IN THE TOWN OF: AR SCALE: 1" = 40p 0-30702 y odown cape engineering, Inc. YARMOUTHPORT U o a .2634 OJALA,��hkl)$z Q,� D TE PREPARED FOR: CI CIVIL ENGINEERS RESOURCES CONSTRUCTION LLC LAND SURVEYORS 40 0 40 80 120 BOARD OF HEALTH _ 939 main st. yormouth, ma 02675 / APPROVED DATE MA SCALE: 1" = 40' DATE: MARCH 8, 2001 44,866 S.F. 19 `foo '� w NO WATER - .- FOUND- NO WATER FOUND THIS PLAN IS APPROXIMATE.: PRIOR TO ANY EXCAVATION ON THIS 1.03 R s SITE, THE EXCAVATING C;ONTI:ACTOR SHALL MAKE THE REQUIRED 7; PROP. ET. WALL Ir -�+ c TEST HOLE LOGS HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY (NOT TO SCALE) OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. MUNICIPAL WATER IS AVAILABLE, SEPTI SYSTEM DESIGN DATA 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. `. 5. DESIGN LOADING FOR SEPTIC TANK AND D -BOX TO BE AASHO ` ` DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD H-10 AND FOR LEACH CHAMBERS TO BE H-20. 2 �` °° ISOLATED WETLAND < 3000 SF ( NOT SUBJECT SEPTIC TANK: 330 GPD (2) = 660 6. PIPE JOINTS TO BE MADE WATERTIGHT. TO REGULATION UNDER YARMOUTH CONSERVATION 7. WATER TEST D -BOX FOR LEVELNESS. ��' GAR uo COMMISSION` BY-LAW OR CH 131 SEC 40 2.6 ) USE A 1500 GALLON SEPTIC TANK LEACHING: 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \ I PROP ��� _ 28BOTTOM: 25 X 12.83 = 321 5F. USED. FOR LOT LINE STAKING. DWELL. �\ �6 \ PROPOSED 1,500 GALLON SIDES: 2(12.83 + 25) X 2= 151 SF. '9. PIPE FOR SEPTIC SYSTEM TO BE 5CH. 40-4" PVC. TOP OF �` SEPTIC TANK - CENTER TEES (TYP.) TOTAL: 472 S. F. X 0.74 LTAR = 349 GPD > 330 O.K. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT s FNDN = 4a.o 32 USE (2) 500 GALLON H-20 LEACHING CHAMBERS WITH INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED < 36 \FROM PROP RETgINING WALL 4 OF .STONE ALL AROUND BOARD OF HEALTH. v/ 38' \ ELEV.. 38.0 t 11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER 44 40 \ _PROPOSED SYSTEM. 6 42 12. VERTICAL DATUM APPROXIMATED FROM QUAD. TITLE 5 SYSTEM PLAN 50 1H OF ff 508-362=4541 OF fox 508 362-98$0 52 LOT 30 ALEXANDER DRIVE ARN� . s• Of i _. �+ p OJALA �54 SITE PLAN clvit Mq I IN THE TOWN OF: AR SCALE: 1" = 40p 0-30702 y odown cape engineering, Inc. YARMOUTHPORT U o a .2634 OJALA,��hkl)$z Q,� D TE PREPARED FOR: CI CIVIL ENGINEERS RESOURCES CONSTRUCTION LLC LAND SURVEYORS 40 0 40 80 120 BOARD OF HEALTH _ 939 main st. yormouth, ma 02675 / APPROVED DATE MA SCALE: 1" = 40' DATE: MARCH 8, 2001 - TO ACCESS COVER:..(WATERTIGHT) ----- WITHIN 6" OF FIN. GRADE LEGEND TOP OF FNDN AT EL. 45.0 ACCESS COVER TO WITHIN 6" OF FIN, GRADE GROUND SURFACE AT EL. 44.5'± (PROP.) GROUND SURFACE AT EL. 44.0'± (PROP.) GROUND SURF CE AT EL. 44.0'± (PROP.) .� _�y_._,_ PROPOSED WATER LINE -. APPROXIMATE LOCATION :. MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM } z ooueL`16 EXISTING CONTOUR t RUN PIPE LEVEL ACCESS Fov_R FOR FIRST 2' WVTN.6caAOE VMAX X 44 5 PROPOSED SPOT GRADE i of 2 ' '---16- PROPOSED CONTOUR r PROPOSED -1,500 �.- 42.07 42.0' GALLON SEPTIC 41.75' 41.5 c�oo0 0ED00 �. TANK (H-10 GAS 41.24 c o © o o Q ED r o 4' TH2 SOIL TEST HOLE RAFFLE 41.31 4 �, o a o 0 o a 0 ©o o SEE TEST HOLE LOG(S) B 41.48 39.24 _ 6" SUMP BELOW OUTLET D o o C] r- L 0 0 0 UTILITY POLE 3/4" TO 1 1/2" DOUBLE WASHED STONE 6" CRUSHED STONE OR CP EXISTING CESSPOOL DEPTH OF FLOW = 4' MECHANICAL COMPACTION. (15.221 [2]) H -to 500 GAL. LEACHING CHAMBERS TEE SIZES: INLET DEPTH 10" MIN BELOW FLOW UNE NOT ALL SYMBOLS MAY APPEAR IN oRav�Nc OUTLET DEPTH = 141 MIN BELOW FLOW LINE 5' ASSESSORS MAP: 143 PARCEL: 105.12 (MIN 2% SLOPE) (MIN 1 % SLOPE) (MIN 1% SLOPE) ZONING DISTRICT: R40 MINIMUM YARD SETBACKS• * FOUNDATION -- 12' SEPTIC TANK -2' -D' BOX 9' LEACHING FACILITY FRONT = 30' SYSTEM �7�� PROFILE SUITABLE SOILS TO EL. 34.24'** REDAR REAR - 20' YARMOUTH VARIANCE REQUIRED: �, (NOT TO SEE SOIL LUGS PLAN REF: LCP 34995 F SCALE) TOP OF FOUNDATION TO BE 4.5'± �/ �, �,` FLOOD ZONE: C BELOW HIGH POINT IN ROAD OF 49.5'f. `�. ND V ,% r' `` *VERIFY. WITH TOWN OFFICIALS ...-. BENCHMARK - CB AT CENTERLINE **CONFIRM SUITABLE SOILS TO STA 8+56 ELEV. 51.22 ELEV. 34.24' PRIOR TO ANY CONSTRUCTION ON SITE ` \ _DEPTH (IN,) TH1 ELEVATION (FT.) DEPTH (IN.) TH2 " ELEVATION (FT.) 0" ; --154.0 .154.0 0 0 ; ` ORGANIC � i LOT 9� 2011 53.83 2" 29 "'0 \ E 1 LOAMY SAND -7.5YR6/2 6" 153.5 6" LOAMY SAND 10 YR 5/8 28" 51.67 26" Cl i 3R MED/COARSE SAND \ \ 66" 10 YR 6/6 48.5 72" �\ C2 MEDIUM SAND PR P. RET. WAL " 2.5 Y 8/3 12 0 ORGANIC E LOAMY SAND 7.5 YR 6/2 B LOAMY SAND 7.5 YR 5/8 Cl MED/COARSE SAND 10 YR 6/6 C2 n.r•�:...__ iViLUiViVI - Smv 2.5 Y 7/3 50.8 50.63 SOIL CLASS: PERC RATE: <2 MIN./INCH 50.3 TOP PERC: Cl' DATE: APRIL 21, 1998 ENGINEER: DAN OJALA, S.E., P.L.S. WITNESS: AMY VON HONE, R.S. 48.63 44.8 10% GRAVEL - DISCONTINUOUS BANDS OF GRAVEL AT 60" AND FINE SAND AT 72" 126 - - 43.5 39.8 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON TH 1' L8� o NO WATER FOUND NO WATER FOUND 44,866 S.F. o SITE THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED; 1 1 1.03 R SFE OOH R UTILITIES WHICH MAYSHAVE (C B E, PIPE, 7OR EQUIPMENT ' ST HOLE LOGS o E I -^ (NOT TO SCALE) IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 1 2. MUNICIPAL WATER IS AVAILABLE. h c �+ /�A' /� /� 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR ^ I SEPTIC SYSTEM DESIGN DATA 15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS. 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) T 15. DESIGN LOADING FOR SEPTIC TANK AND D -BOX TO BE AASHO i DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD H-10 AND FOR LEACH CHAMBERS TO BE H-10. ISOLATED WETLAND < 3000 SF (NOT SUBJECT SEPTIC TANK: 330 GPD ( 2) 660 6. PIPE JOINTS TO BE MADE WATERTIGHT. x� TH2 `.tk TO REGULATION UNDER YARMOUTH CONSERVATION 7. WATER TEST D -BOX FOR LEVELNESS. rn COMMISSION BY-LAW OR CH 151` 5Ec 40) USE A 1500 GALLON SEPTIC TANK 7' 26 LEACHING: 8. THIS PLAN IS FOR PROPOSED .WORK ONLY. AND NOT TO BE 4GAR BOTTOM: 25 `x 12.83 = 320.7 S.F. USED FOR LOT LINE STAKING. PROP ��� 28 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. DWELL. SIDES: 2(12.83 + 25) X 2 151.3 5. F. TOP OF TOTAL: 472 S.F. X 0.74 LTAR = 349.3 GPD > 330 O.K. 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT FN 0 = 34 32 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED <' 36 \ WITH 4 STONE ALL AROUND FROM BOARD OF HEALTH. 11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER v cs. 38 \ PROP RETAINING WALL �o o ELEV. 38.0'f PROPOSED SYSTEM. 40 \ 12. VERTICAL DATUM APPROXIMATED FROM QUAD. CONFIRM SUITABLE SOILS IN AREA OF LEACH FACILITY TO ELEVATION \ ^ 34.24' PRIOR TO ANY CONSTRUCTION 44 TITLE 5 SYSTEM PLAN 0 50 46 \ OF off 508-362-4541 `ZN Of off 508 362-9880 LOT 3 0 ALEXANDER DRIVE W 52 48 ��gf3NE HA��� IN OF MgJJAC 'j ® I IN THE TOWN OF: 1 L/" `� o OJALA ��� A H 54 C VIL N . -de en ineerin In c. YARMOUTHPORT SCALE. 1„ ^. ,40, Amo � q a 63 4 down ca No. 3o7szp g g� PREPARED FOR: CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 rrr�rrr.r irrrr��r�i��r,�r.r:.�r�:rrr: RESOURCES CONSTRUCTION LLC 40 0 40 80 120 SCALE: 1" = 40' DATE: MARCH 8, 2001