Loading...
HomeMy WebLinkAbout100 Kennel Rd- #21972; (a) Foundation11 OP it w > �- Cot�S �Ue I� �5 � SES f�..�S FELT "T2. �Y �H;EGl ay t�.R SECTION scx-LE i/.Z t' ),4 h �aI ICU O i 21k 41� TE Pl-�7 e 2°x 4" uLD Sze lor,ral. AV g bz2 -,z 0 > SECTION "4C" turned down slob 5 c aL E 3/,4 " = I' -o II 21x4' �aBL� Rug s iu� 4;� I6" .c . �- 2''x l 2' /z' -5 a +�� �• a"x'' �P.Ic- IC rho LD __2 xQl' Sll'12ou+�O SP�.cE �o;2lo�AL SECTION 4Dformed foundation rr -- -._b 646 1 P-2015 6 Q r- SHEET IOTA L ��v ISI-�11 SI_411 II' A 11 Ar�cuok� �oL�s -TYI=. 1 ToP/ FLoolz SLA, _ N 141-0� 1_� n 5L 4)1 Ar 4,401? �cL -'op/ FLcotz SL&b f GoNc, i A ¢h GoNG, SLa� �/�"K!i"-�`lox�lo �"Go1.�c. SLe.� I►1/{i1xG1.�IGx I hL OVEk h L t 1.SFs 11 j1. b X10 o W,14- �, OVE{t 4-N G tnws:L Eames _ 11 1 _ N 1 A,I o �IoR LT at �A r Q- l.o7 c.e. lo�J _ v L or -A..-7 Io�N 0 ToP/ F W�l , 1�laLL � 7- �- be, - {�- 1 _ AL-. in LA �L.- o'- �� M X 3 �oT64 , � O u N aaT bv-J 11 T a�,ove CEk�/IC.E bR, _ o rlo7ci� _ 7 P/ b+� � i. o - EL, .01-8 r EL, o' -o" Ifo zcu',5V=_ FOW Bc*. Ml _ r• _ N h = .g cot�c, S v o I00 L> 5 is R `t -rc FoU N bA. o 8 toL k� kt 4�dvE - q ►� ��t�-o^211 t I yr NN �J I I m ToLeo SLA. O1-411 33j4 511 a 71-3,4 41; ALTERNATE FOUNDATION PLAN (FORM CONCRETE) SECTIO "Bu 1/411 PICTU Z WIi4boW4 P.O. s L 4 �V211 -- ----- -- -- — --- o - -- ' REAR RIGHT SIDE LEFT SIDE E L E V A T I ® N S { ROOF LOAD 0 LBS. LIVE LOAD x 10 LES. DEAD ` LOA® - I -�-- iTO p j•-G:�4, �1_4�2u 3'-234 FOUNDATION PLAN ( TURNED DOWN SLAB) SECTION � " Sca_� 1/411 I 00 L37 s S=LF SEai I'," A' c 14 31, I� SUItJr�L>: McULD ----- - 4 Ne BAKE RD, — METAL co�N�izS --- 916 /o S Iot4A.L - TYPAL — CtR�►Q E FRONT ELEVATION PEvlsED 5,0.164 646 P-2015ITOTAL4 C�1 O Nr v 81; !v'-8 a 4 11 q j� REAR �A�lcuol2 t3oL-j5 -�P. 1 7oP/ FLco4 sLAl3 4 � i t� E /\6AVAT 5- b N 44 GoNc. SLal3 l.1/li',cli"- loK*lo W.1�l.F. DVEk 4'' G�2,�vEL t3�.5Es (�11,cL''_�Idx�lo ,W,l•i.�'. r L. �►Foe boL7 - r L or -A.710 1 70 P/ io44LL �7L, 01-01, It -To P/ tooth SLat3 be, ., = 41 7 _ Acl 1=L.- o'-tW- �4oTCW �OuNU47�,>J (o'I M )c lop/ FDN. rO-Tei r �o-jCN �llNQ4"j104J 8'' _ — rco _> two 4130vE 1 - SLP/ 01-4 SLe,� -417 34„ 4,2, ALTERNATE FOUNDATION PLAN ( FORM CONCRETE) SECTION to B N SGaL E 1/4 ALUM.. CI.�R,�C, EJ�•Lvt15��. - / PIGTU2E V4144boW 4?, 0, s Lq"v Z' -3h _ ----- --- V211 Lam" REAR ec TI= to W.W,�, - .11- O �-1 �EN1�'�/� FoPt�l 3oA.�DS �FT';Q �otJc. 5 E75 RIGHT SIDE LEFT SIDE E L E V A T I 0 N S j 5 c AL ROOF LOAD 40 LBS. LIVE LOAD 10 LBS. DEAD LOAD 50 LBS. ` TOTAL LOAD 141-0� �_8 n S 4►. i 4" T ArlGl+op 600LL-rs - TYP. o W. W . �, cy F -;e 4-" GI 1'AVE L �•S � At464.0P eoLT v i LOCA..710Q �n ToP/Co�C. EL, �n -To F / F Loo 2 1a LA ISL -0'-211 t I � ,4121 1-4'.- o il FOUNDATION PLAN ( TURNED DOWN SLAB ) SECTION "An Sc.ALE 1/411 L I1_011 235" 51=LF SEaL AsPNaL-r '541i­4lLE-r 1"(F"'rx5Cl4 Sql! 1c LC vcd D --- - - I' x C IRAQ E D . /6 g -1 /o SECj 1044 AL It" HO;L>120147A .L - GR►D E FRONT ELEVATION sc,&L & 1/411 all -01 -- -3 234 �vlsED 5.0.1b+646 P'2®i TOTAL I 5 . Y 7 r. i f