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0011 ENTERPIRSE ROAD FORMERLY 129 Enterprise Road - 293-4 (2)
:;VL STL'D(SI-V LF: { INO-t t X 6 tP 6 W fit+! . mNF N M f -fo mAX C3. �( _. _. _ _. - -. _ -. - - - - a r - - -,,_ � � _ _ _, , u - « vi l ti- t q ti S .:�.._...., _�.,. _�, -„_ --;-.a__. � �. �,-,,.y,_.,. �-s`r* _ 1 ,r r^, (F �...,'f 2� o° 2d' 0 2b -O 2�3 - 27 -O 24 -Cf" 2b-O 2d •0 26. -o 2�- b , 2b _Q - , 12-o COMPACTED i _ » r. ... 2b a 4 3T-O - .. ,1 5-- `r 1 t ( r. is rF� 0 y � Z try —^-'----'�� "� i 1� T__ 'r s •:., i :WIN I � 'C .....--.,,."' ' y� d 1 i , 1 ! ; �. t...._ .. # ! . •!"•> :' _.d_,.. �� ¢,.. .. -F,,.-_:.:. .._. - ... ,_.y1G .i...---A.�--- ._....� i ! I ,,,...,.,� 1--_•", l S,�1 '�l�A+.r[' ;!fit; _ j r,ti .,� , �.. 44 At xi 6 -. ' iY i ro rl�yA ' , �j .L?. M 01f <_ - 1 if r t-,` �O' ' -f- _ _ 1 k t { : _a d7 EMT A( 19 •ct - Y , Rlo� en t GALV PIM i.T } K�A:sl `5YUtz LAT -�Tt tt w, S t jt1 ,'t�' 9YA, 1f�A "" S WEEDED APPf GRADE I r� � t..� tX t "/ �,• t\ ; ! 4 .-�-.•� l 1, 1 3Y,P, PT �� � t -- : r Kilt - St LL SAL .♦ r if cr , 1 t cT4Z3t=_ IOu O.0 . . 1W a ETAI L ...._ t� y �_ � �� a 1 � DETAIL I L G E `= w1 �4 _ 16 d.G. BF,-.S`a . « r 1 ,, ,.,r .•t ?1 „i ?'; V,1, Y'1 j; r` e" ret `r : ,<.r✓ 1 } 1` I O ? tat! - PAVING SEE '1Ttf t I j 4116 — ^' - t nA sir c� 1 1 , , : 3 L TO ,. _ _ < o LccAis at=N 4 -+,,..... • - F F7 $ , to 9�? R ;is "�✓{�a STttD<a . ,4, ^�„':63 ..r.Jty 1.� ♦ ._.,... .. �. 7.• - }i , ,. t.r `�v`r Ili' 4 " ,,.�':.�y e_ir,, r t'3p �y?'1,I"!le'Mrk"''�j`.. � •A� ,......._,«-.,-...,_. tlW,140% LT g �,A t3 '� y EV #b CVJt F t1 W-HUT v5di'- ,r ..:r. t Sri ei} ��' ( SEE t�tO7 i= ww t -ro `t'RE LEFT !ND. oss 'A .T,k9 �-- a ti �� ��� � t FOUNDATiON PLANt --- _ - ' rc�ctiIT i �' 1 _ , t : 1 S P. ez".'!� i fit' 6" �- } r - - , ' "• : 1L71 ( .. - WATE._ _ rsc?C7F 3Tt21i� Y TI ss_ t o� �L A�? e { { f I t •� t jLATER s ft 1?�A �' � : 1= ` 'F1 1F w ♦ y �( « t..,: ' � (; 4 it a ., §. , « ,t, 1. r�t•it t 'M t u r + ,. ri - F, c aY 7 r ",, 7 / ., at ^•^_ - ^1 00 2fy „•'S t. •.dk ' a � th 'T, _3,_ "} n. 1r Gf �,i r,J .. }A-Fi:'t.i- �'�1 ems' _ , Y -.. .. - ,r ✓._. t• L' .1� '$ `t7 ti ��t f ' J' t ri 1 * - - _.- __ .. ..... ._ ..�.a=xc'- 'a _�L w.,».4s`rxma a"`•;�`xn.a:.::.ii.. ...i _ _ .. -- ._.,..-_-._._. _—.__._r. q « 1 :3 e. . \. R�t �j�(ftvti ;J 1.T � w7 M.s•atF4 rtli",. _ �r ` t 1 + �t vFr ;.,v + L-t Y�t L,l. :. MiA ... , ' � � €fit_ � + _ — u f .. _ COAJ 7 a U AG '}(?{� 12 l 1. 7 1 •+ 1 + --c G CtN•i1't!i _. JF2 1pE� •.[ X °a kf`1C iJt�f. ___..--� _ ' 4•.l if # I �.�/ Ll MP E,u SHIRINKAG—m Ir_' O.r . ' vF.A:?5 7CE t a PE __. .- �__.� j S,T't_ ,t�'Q 3' x 4 (e tc o. cor-tin►, -'LEAF, { J x , � ��•8 x 1�t wit Fs.cA 2- ROVS, NCJ`'F' 4+ 6►`_ �t2`F ' "= }f�' nlf ,; ,d " . 7' n,' •>?'�t TS +'a Y!(x� : i ! PPOVtDE WAi.I. P.►'� '.tl,fa. WW�n1 , lj�CQNC f=L AT 0M i I t E J. _ Po>7:)r,}'.1r FL©OF'. Sr.Ai?. 'REMCt`iE -- - - . ' - WAt.L P�':AC1r1C AFTER E?AC t!t=tl,Ld � + • , 4 4�oo t=1,c�z. �� a=ru # l J O ;QN 5 00?atJG F3A i` &,t., . .'! lill w ` vt! I0 a t o _J �. WALL rXi r C, 9- i.2 47 a d f n't _ ._ _. r1 __-. / j••:!� �,4.{7 as r '3_C:. / _ __. _. _ - -_ __ --_""_- - j' t. �0 izf'l � `� � _._�_ _ t' +� t6ti�l r. to F�►.t2S '' .�. 4>~- - �{ �tifa irL'Ey �---t-•"_"" � 1^ a1 : F *,�•tx.T•ltsi!'.A' .J-., tev-* - i .. �j a �C C. tr it i; r� rj t #T �i i3AF iV _ s 1 k 1� 10 - CS (�'r'T�}• _ ' - :-r--x�- _ TE ru�`irat�t, ... ro 1. �, t r A u NO 1 { _ t .`- �tcY. a,na _ `1t 1l 6 - 112 -p" 8+7rA�Ft ticit�l.A.G>r oN-W AY ass N© , � 2A EouT '►CYY�IrI�Y ,V tt S"OvJN- p'RoviclE ONE Die T1Fif� G)"F4if�3�: ' i + �,'�*oc�-`G �- � �;{"�`� �f l « r �� w_I c t' .00 M., l ..t+1. '�` y _ •{ -� - -_ �._ 8 - x_ _ d ! d,OC� E' -DRAW -To - ! 1 'r- A,. O`t t_D. CATCH �11 3l ! 4 'ELECT Mc;'tM tZM. t cr TO i, "I G dt y , i �-•� �1` { T t7TLlarr, f1 111 CD'�C: �PltrratE7tSl.Lr S`fttri 4 P.C t ?t_��'.� 5 _ _T rM l r LU �" As%)oiar�;, P ' r:-FNFRAI NOTES+ .. lb + tt#. � E1` WA 1 CrrtiFication ,s • c.,.,naat aon on+y ^. ,1 _ l,[��t7( ^ r^a' �, �Y�r qv ,� "AF►w'. :M, E+�:J �°�„•.WMit�-s,titTa.r.Y.,.+M�*11 u 4n r.Yw.�t-l:. ,, El:HNICAJ. �.P€C IF I�.AI I,IN� r - - -- SSE P N -t VAl_t l i�CAi&I 1- Framing Anchors - Sirt,pson Strang--Ti.r anct,pr bolts --eaurre,l .- as shown; sized and spaced.. 4,_. 2. fte- bar` - Gra-ie a„ A.',Tm At. - Clean and free from r,eav r„st. f minimum tar lap Jlstar,cea :. 1/:' for 45, i3" for 44, ,r" j \J / 3: �oncrtRe - Fr,otin and Walls - minia.t+m f'c 2,!00 PSI (� ► / r•+�•�► `, «- • ' '� S�4.1 #'flty 4 Stem fl , coverage as shown, per AC1. �EY ' maxls,ua, a r*, ate size - '/""' J _ 1 {• ..i^� �—��•+--� : r` w, ,~ g g -ALE = l -O rr.��. .. 7ypa .t« .`.,-7% air entrained cem.nt. c+.. ' e1 �N�tF�.� TA,Kfrs2J �"J,, ��-tE�.� �� r ^ a ^ � ✓a.ili __ - .._.:__. -_ _ * .. t- T rP vo Slump t?a n t 4". G� ��+�I .�..._._. �n Fr,rrs.rJ „" 1d:t footers are alloyed. Fsrior t•- � ���`�.__._,..._. 4r7 d, f foottr plactmtnt wet soil with wattr. _ �_.._. �� iQtJr_ � /} �� ,ravell ..tn soap cobbles, ir-i -� �/Re,.�♦ � 5oir is d dry and <Garse l y-•�• .,._�+ /� Ott � "T Should poor in-sft,, matte�F'l be encountered a more detailed 1• -0'�� !)1� JL7 ' �1tC- ? T_ analysis is required Design ATlowabl* Hearing 2,000 lb/sq ftMIN yr - i,�? K. R,. �e E-,. ♦ 1 . d __ ... ._ . ........_ _..._...... . 1 , VALLE',( TRUS-F sY-i5TEW, ZAMF 3':? o" 5U SPA.r ©i „ O tT � svAN TW%Es 99'_0" 60' SPAN i �, ��- AY71T:2 .«" - i:sj; i~iRE Rf=St 'TA,a WW7 SAto. h_ wwb 31k> �.E TRU,� OK r .� z .. p, as MsN €7 t G;► G ' ii ! F 1 i?'._Sl aT t STA,+ ,=, ..r EAf'H S OC, hF= -14ro' 4V+;1,1P";"C i�?v V t:t_ 14 o 6 B�'t_YW D CANQ UP W 5ti]ES i Cf€SA.ut73 'ddll}�x tiC'l�F:Z t tt; . .i. Pt`<R .!T6t71, �-i .... 7s16,,_L -' r ;�tYv.b 5E{F.A1> it}G i �IAT}E kREA : 1 IF t PUSS FIZOM 601'r SIL',- s.-_..---•^.--._..--:} OVNII.�Y TRUSS SY'S'Ti~ >~G AJ, f [SAS"T WII1C SNEAR WALL , Ti tE59 t ` ! ti I ii ,, 'i � � ! { _ S QUA _ 1 5 PLY1uCX3 HECK tt I t t # .» 1 C t i THE WINr� FtC?/?F' .aYS7t:P.! # I CuTs V yr 5 >rra"�+✓ r2 L D tom—---• -i _t .�.. ,. , { E ' , T r r 1 _a.:?r / _ ! I , ' I 'a. �� t •r-' NF/+.R.. . 1•ti' VALLEY PEAK - '__"�'sT^'^ e y r , d i X ` ' G f j # Y , ii }i7 _ _.__..._. w..,_ -_•.-._..r...'»��.r. _._...._.-..___.-_._.._•-�_ -el , f 1 , j , ff � 1 s t f 'K'i 4.3sA .. 8 f �- ,, 3 .� r r- + f N , i - _ I 4 . 1 ' ,ter _ • r �[► d _._..- ._-___ ..._._� -_, _ G' zr� ._ ___ _ __ _.__ t Inc t`a 1; !� NC4 . k.F - E IDE, 6F t1t s+ .- ,-11' 8 T J5�" � 8Y TRUSS M€a2� wn s�'tr�n I>N� �. - O A.t�: z3' �UhP(1F"t"=NG V AF 'MOW. - � -� -��°�_ _�i raF$z � , OR S�:-t_ n,t EF.itAZ>'SSZ E�. •r 4. 1' ._-.__...._ .._.__._...._ .. ,_,...ten_.,_.......—.,,. .M-.�. aI , 3 - . _ _ - __-----._,__._ _ ;.y _ -•—_._._� ___._._ :.. want suf �.R •,rrr,,a- ;u' pt_Yv:'�� SAMI n,,; mot'r.:3 - CONT. OF Sit» "i GABI.r PROM y N ?- { # , I re S �^Q era �. "libii'Q ,Fj'": ,,1�,1Ti1.F,Y�I". •L'�' `L..�''�` 0JrD D1,kP1JRAry4, 1� 1 i �' G/ CON �" RUC710�, ClMG THIS Sk� �T SNEF ► A- 5 Russ �� ROOPS -""" IAW CASE I AF'A, :1APN# R.i !. DESIGN. THII-5 1DI r"C> N®T A17 c6NT. I TOTS CPORD� F?I17G1U nLYW(�t�i D{AP'-f�ZAGt�'l 'PA�lEL_ JOWTS C44 A%Y ONE Ff<:Ai I � tvt�MaIeY2. r 2 -r-,P ,tsar �a (r:OtlS�� �C ti ?1�1 X P3f:G'::Ir•�(, OF 2x3 @ 4t APPLIED AT APPROXIIVIATLFY AT �� POINTS OF SPAN OCCUR;N- ON •1�"' ► ' • 3.� "� 0. ' 4 � �, _ _� Olt vER 'ICAL. \NPPi MEM5ERS AT POINT OF PIGGYEACK FA�/FS. T1a1S BRACING MAY ME I_i=�T AFTP-;Z ;, p'L'r V;' D fiG a,,f3LE 7R11 O.0 1 ... t i ; 6 r ► t-. I`,yCAL' SSE F A M i 4-- ROO GiAF7HR u IS P1w'iW'v z0 �TF'_js5E5 c tEAVES 2-8, F-AV>~ C'401_1") : 3'O.C. . L�,TERA�. �?RACi"iG QF ?. c c 3 TOP C140FD (CONS , ;: `_!C 1 1 F+ ;+ a A►�T'titEC A: POINTS ABOVE. ONLY Pi.1)�iNING �[71;Lt�C i! ir'�IyLY, T1�I, pi-ly'"W'D IWTFMIIT?t N�l!'_iFJG - 12f10.C, EBRACIMG MAY P_�E. LF;:T AF i EV. P.00✓ DIAPi4RAG' A I- IHSTALL ,*"O Pi`,'VJ"D TO . P•L-?W'.0 IN`TE—PIO . EtGF_z, Co`1.4.^. 4 B07.. C1-IOP� (PEF?M?h.ral i"IT) LA"Er,,;\, �3P�`',iN�� OF 2xfo t101'1TiNUOUS FTZr)M SHEAR WA,.,, V=It.,ATES, TSa1c. IS NOT CONTINLI�'DS tJ `-w ---- 0 ` CC}I.�(AAG1N- GAL.Y. OP MiN. PENS-TRAT1''?f,i POWER DFZt�lEH TNROt.a+ t-i 'TWO FI>�E WALLG. SPACING APPROx:rAATLt�Y q!0" O.C. 5 COMPPr�51ON r:PoRc (PERMr+i4F_w) AS P.I Ot.-!j F!? , DESIGNED FOR OR SPEC'iF1ED BY TRUSS MAi.IU�ACTtj;Z»R. UNS'0C1,rf? P'*YW-000 E'i3i" SS RI(ZLIiRE ` SCO 1-4 - CLIP °� e�`t O.^., MiC,-Si�',>M OF SHFIATI4 r' v PE�'.1ME1,1" .P... C�"1fl_Otis (��7�, DSL_E F?i_AT E} 2 X 6 -:* I OR, MR S-P- F' Op # 2 ,Ok 2""R i �ii� MIN"'F '' 1150 S i-A,R KIT' . �+`/1,4 •S OVEP St-)PP(WT6. Bt1`TT JO)W fS T0' PF_(t 1E)V� ,�• �:,LT'I€ ':E-T tklL �O' 7 S: r_A !CE DIR,I 1 *r'1:,� 11�t ( i "f v+�ACNG 5�-10'a�ti.t_ MINIMUM SPA(7 EEO i... :',�_ ',`,> ,- ;1:.,• SF_ t: CORt,liC.f' F,., iA) 2%$ ? OR s1� S_P- t: L1.177 .OiNTS ON 77-LIS,S FNG WWICH 1S SLC7�:1�ED �IJ't Tr_a A NI I, :.�M FACs /\R-FA or 3" 1N -.aita^14 DaLE TOP PLATES �'E_'_o TY-DOW14 JUNIORS PA. TRUSS -TO .Dbi_r. 'TOP PLAT or. 51MpS,)N ti 2. S -2 EIA.-MUIAS REQU{REFa - i TERY LUFF Associ,,v-i_�1,,1Nc. . SCALE A� N J't>r�r —_--_ P,f=,1S1,1 Nc—____�_ E Bi' _^,ATE - PATE 0 DR ti i- D { •,e � ko ROOF re i \ ' 4 Q] W,A-Tcw t! t FOt7 LOCH_:,rjoN >F t7� �!'dING W�'+.:_t_ F 4.I ''� k!gN)i-GA(.v PIPE v-AX. i 1a rAi -rtgtG J.a;;L 0"NN'rtN. - 4 A./J F'C"E=.1°t. t Ps3e" Ct.c�= p:sa it it 1 ! A �� : ,er.: ! I! ° u r, ei r e, ..._..=- . u r '1 , u 1 u �e u t i 4 c, 9 -6 , �; 6 , g, bo: A 3 �,. �„ 91 3.6e' �. 3°_�`� _. b _ 3- ' 3"_ _ 6- . - r � • t 1 , J. y �...........T— �-. , _ .., �,,....•.�...._.,�...._.- __ _. - 1 �� P � '#-t`' -�'_.__-. ; fit. - _#}� ="'�"__'" _.... , w. f7 t f 1 i - .�-•+�6�� '-_� i. �'----`.._....-_. � _._w.w-_+-+ur.. ._ Fes..._ _-'__ � -.� � � _ , , A l z 1 i of I - _ f RET, ,1 . r RET ,1.:. }C? R T 1L 11 RETAIL 12. RE-�A11.. 1 _ _ ; iL _1 :.RETAIL 15_ RETi� L 1 RFTA1L 17 l '�A11_ S In I , _j� IL IX r' f r , 1LL i '✓ 111 G. A J ! 0 r � . , CgNC; d N , _t 6 A -8N Alp P10*4 �nnl r_ L�f�t.'ON a5-. i .,i may.»��:•�.,6e,f.�6 : J,�r I " PL JJNCMjZSjoE OF 19 C A - 00 •:;... � ...- �c i i A-6 i ' c' 3 © 23 - 0 �P Lo 00 ; , S E 1 � w , � a � t a , ,t 1 ,1 � t ,1 1 ,, , 3'-� ' I�1 M o` +`' i�± ►-l.r�_ 4,t IR r-t' r�t.r�. �n' `' I� a8 M.O. ('0 4° t8" 8 nn_O. / 18 M.p: ! 6 �k 18- S M.o. l-�{ t>�-8 ! — G`t ., y PAP AQ F L 00 . -P� LAN RETML 2- F1 l I a /�) (� } �, �-�i�t -T t ,. ".,. 1 T { r�t , r-r- r , - 1 2 3��+5 f�! 7 ' K) ;1 12 13' u__.__ __ _._^ ' 1�V t i. �K t i t1 S �.1 ,' i f`'' ._• 1 1 V C..�� Y i' V �- t„t� -�'" S-1 - - _ l - N , 3, _ Nr-A.AV E�.D V? W f rJ r � 2x yr. tI � !t .� r r. ,-. w ,�+'J ♦ � I G ' r A ? 5 1 SIDS 24 OC. SPEF- I ROCK 7WO SIUSS 5 FI!°�r_I;,LAS INSUL..- - _- _ � -� -. :..-�-�--.._ _.:_ - _x tU 5 J 2x STL S i6" (?.C.- '! SUE�T>OCY 01i'r_ SIDE - 5� 1' FIRYRGLAS 5', ANK'FT 'TYPE - 7 I G i mx INSULATI,"H w �'' ' +-DY PL W D dV 'VINYL BEVEL- SIDING OU + SITE - STUDS 1 UNDER TPUSSES - s I Zx !UCH 16 e�.'.." !2 �I~1 .I± ROCK TyVc, SI T S - 12�t 1B!^RCjLA" - • { ; �U: . . �, ,�:, x '• "►.D. I 51-011 3� 8 r 6�4U �"4'a ;f -611 j) �e, ,, �1: �ti �,t 5f ©:t 3 PR 2It 1c JVi�. 1�� I- S t i Di ; P.�.>0.4r Ir Pt: FR� -:�nDf, GYP Imo. Q�,1E SIDE 2- 1 I..`'i� 1 hRY l,.f. • p r .,4.. 1 K. !_1 ( .,.... ,* •• r,/ •(�{ .}t e•� ,.) ` ,M/ y �` _. ry .�rY • AI- G1}4•F.-r s -..: p i' , r 1 K. ..r .7 hi'.. .ry 1 7i ' 1 e p} P, 1 � ~ Ci . , 5 ' 1( G : n ? E ►11 j y y, } �. !{ r r ♦ h T f� ♦ _ r+ r _ ^a>.i agl. 41a t . x .� t C - :' ��E-,TROCK ONE SIDE �1+1 l Cf�;.' -•; w e` 1t "r'." ,_ ,—t r r+ ♦ f.;r` •.r_. .. .-.,! r r+ T� 'r' . !�,� 1.... p ,.}'� ,✓s - 1_ '�` _ {t � 1.� � F r � f4Z. � . . ..a TYVI* .. '�trl �r. �' FACE F3I?I�.�. JI~N -R. , 1 ate 1 rt GRAIN' •• e .-r ' (• l�+t O.C. l. G ' t1~cING L� FACE .,R��I ?,�.. F I I-So uI IVI .. .-. - 4 f•. /'• < ,-•.. , ,.+.,:,1(a l' —� •i.:.r_ ,a t i l .t-•----^' r �-secs I• e 1 1 l ), � rr f u . ,F- ��.., t % t I71 -) FI�l ; ��R>fi , , :1F.1 ,frol-. `=r: .'i~ S ,L� 1 ..�_ CC�i: �I„ : .D �111 . .. .. �3AL,�. 4 C: EDGES'* � I �.. .Cu ACE. - _ ___.- ..__. _____._. - _ _._�_ ..._._. __. .z•._._ _-- ;, r' It t-T C ' `'D " CF YV © ' i-ATHEG " FA t 1d 1,-U TO GAP - f'>`AK ,s3 S1t`_ _TRO �': }N_ E A. _ T EK ht S� 8R G VF 2 ro S-IJ!-:,,_, 16 O.C. „_ 1� COX ANC SIDE wl'io Ct1t�—cm..v. 4 0.C. KDGE , ,� �.C. FIr._.i F _._ �"aaAIN F.RTICAL W CON'; _ _.-�M-� _ -�. _ �.�_ ---- _ � -- - : - j- / i +7e 77 5M EC11GE. Bt-DckING rr-, rt S'rt_ > To GAF,LT- t�=F.AK -- " SUEETROCK, ONE SICF- , TEWY LUFF r 1> ' e S 1 i l � � i � 2xGa STUDS 16 ®.c'._-_ crux UNE S,DE W/ IO � O.0 L.t:>GE . to b.C• F Ft_D FAc� ,,PAp? I-Iv1� z CON , 25 _a I EDGE BLOCKING , r? tvr SILL >�' TU s7�A�* �R TO1t1HE�TRK anti~ tt7 .-- i___ � .y •t -4_., a-"".., ; ` �. '� `«.,.w '..�..sr �"*` a '1 �-__ � w. 71 f L I LF f SCALE al..'v r5�:)NS Fv UArF. DA-,F on f E.L E C irk; yr'�.r� �. � ,_ • � ' e _ „ .LINE 1. `, C*rtification is for structure only. , � : a Use Group M (Mercantile,) : : Class of Construction.. 4A.,,. 4. , i 12% _n t : . '` Construction Class 4A Fire Protection: _ 3 hr l �a� 1 - Walls a SeparationW tsia* Walls s la s Fire ^ GInterior. Bearing Walls - i hr M1 f` { .y 1st Floor Ceti 1 ing - i hr Tenant Unit Separation 1 hr *.. > #.� r=,I State Hui l ding Code Para. '706.3 post F1 oor Live Loads a!;s AW n ► " _, ," ____ t, r " 4` ,: 1st Floor -- 100 1 b/sq fit 9 -to - 9 •� -� 36; -6 •b 3-f, 1 9 `' A 5 x---- ` f a - , x M f . { 4 C ' S'EfCMIFICkATIOMI t r .t�kM ing S/8., APA Rated Sheathing, EX_pop r e I fa ;?.:14ftf. /16. Nails 10d Apply IAW instruction* S 1=`JRc ontinuo anel. 'afnat ptrpendicul ar to trusses. C tr� �'P J - ML alialie,l to raaf trusses stet :Pat permited. , �} ; firee s parat.41 et, ` �" f - P 1 i /roof interface app I y► Sidewal l s. #/2 or 5/$ -- on edges, 10" i'nterntie`dia - ce grai'n s` �f 24/0 Nails •8d 6" fA• ' �;, , k) horizontal, normal siding surface out. Appliations per side and special nail patterns IAW . instructions PQ�2Ani. •r,• ► '� . -. I 3• Roof .Trusses Modified 6 Panel Home, space4. 4 a Interior Bearing at Gantileves as shoutn. c . � ; ------- -- �----�.".� � .^���� - Final design TBD by Truss Mf�. � t - -�� ;.. y-� 4 ,.A ��x g '' Roof Truss Loads: Top Chord .Livo - 25 l b/.sq ft,. , Top Chard •1!ltad - 10 l b/'sq ftk Bot Chord Live 10 1 b/sq ft.- f. f I 3 7 rAk k;w Bot Chord Derad 15 1 b/sq ft " y , - All duration factors are 1.0: j Start 4. Construction & permanent truss bracing shown on PO A-5. roof deck sheathing at gable corners immediateR,ly. ,s �_. ti t ,t ,� , ,► 5©�t) 5 7o Chords - Continuously splice 2 - 2" x 6" #1 or BTR S-P--F' or _ f _ �S 0 -0 - - - - - -- - _ 25 `0- p al 1 butt s l ie:es t __-- - .-- _ _ _ #2 or BTR H-Fir. Minimum F t �- 650 PSI. Bolt P f , N - 3Y IAW instructions s t u c i n s PO S 2 _ { S { _ ._ _ _ _ ` ; •r -� Sidewal lrSupport Studding - 2" x 6" #2 or HTR ,$ -F'�*-F spaceei ! t 6 : I 1 `'` a.c. Min Fc( 11 ) >= 750 PSI and E s 1 ,300,Q►00 PSI. ' I ` 7. . Wind Shearwatls - i/2" APA Rated Sheathing, EXP 1, Minimum PII s 1 is 24/O. Nails 6d - 6" on edges, 10" intermediate. Face grain SSE`+ , �. C R1" �hJL RETAIL 8 J j --- - - --- is horizontal , normal siding surface out. Applications per sidtr { I and special nail patterns IAW instructions PCi A-1. fr . 8. Headers: { dy + �. , "_' ( 3 2x12 #2 or BTR D-Fir + � i A i Rear Double Doors l End Window Spans to 6' 6" 2 - s. w2x101#2aor BTRck dS-P�-F x N ! Gable E P \w i Gable End Window Spans - 1S' 8" 2 - 2xi2 #2 or BTR D-Fir w/ 3/8" x 11" x R.L. i steel flitch plate i- j w7� I and dbl jack studs I n `' ` 6 1_).. 'Y, 9. Storefront Roof Support Beams and Walk-thru Entry Beams: F r: LZ .�.c�3U a �hJCS: 1L'Ec or, 1?nOF� ) 1 N GradeStee1 _. --- F :,;� - --___}......_>.. •.... ._-. """'..�...'.. . �- _ _ ._' .�.'� _ --� .-_.__ <r :. T_.�_�-� __�_u_. � 10 O & 12 8 spans �, '�,► x £; � 3t�E° r 1. - - t { 1$' 8" spans 16WF31 ASTM Grade 36 Steel lOWF2 . b APR>�N �" `__. *.. t ( i Alternate - Htavy Wood Truss ` by Truss Mfg. - -- - - - Design Load a 1. kip/if at duration factor 1.0. ►n ( t F aY Heart Sleepers - The continuous top chord is bolted to°'top flartylee.z .; - { s 1/2" daboutsort staggered�e�chxs�de#14arBTR D-Fir. MiriitMrua .. pp . Al / Beam Roof S : I ! { g >- 1,00 Continue shearwai1 sheathing onto suprpar,, kE"FA I L 3 + o -`F post 1 ) Al l to O lutes are 1/2" x 5.5" x 5.5" ASTM Grade 36 attar 4" Standard Heavyweight steel pipe column +rich ,; 6'' x 6" bottom late. Both to & bottom lutes cOntini-' .u*usly f:l let welded to pipe column and top plate!-" welded .ttr beams.: i *h t 'Note this requires additional foundation bo`l,ts' to secure then base plate ,'to the foundation. Use 2 ea. 3/4" ';x 12" bolts/plater: A 12. F�amin Anchors - TECO "T Down Junior" tied from each truss r ' W. �(( �.y 6'-4' .. 5f ow �n i$' C.:1'�..hl;(�: .__/ �'_ " 1�''g�! tYi.(�• O'-4 at 1�'. �� 1d-O. 3t•�" j _ '' the double! top plat*. Nail IAW enclosed instructions. 13. Foundation Anchors SIMPSON Strang-Ties sized and spaced asp as shown. Additional foundation bolt anchorage using 8/4"` x 12k ', standard hook bolts are spaced as shown.: '" *';" r � 14. Provide a slightly negative slope 3/4 - 1" per 12" . run sprayy 'ro�r °� -1 ding foundation. Slope ground or concrete as appl icable.. 1�5. Re-bar a Clean and free from heavy rust. - -� t` -, Grade 40 ASTM A615 or Grade 60 bxb bxb` NWM h, { - Minimum bar lap distance: 22 1/2" for #5, 18" fors 6/7 * 16. Concrete - Footings and Walls - Minimum f`c 2,500 PSI. r A- - Floors - Minimum f'c 2,500 PSI. and no. forklift, lbo : G Steel Bar coverage as shown, per ACI. or I ✓_ - 1!l - Maximum aggregate size - 3/8" *< C" t 5-6' 5` tk' _ _ • _..-----._._ . ._ _ ._- ,,F �T�(p - Type. IA 5-7% air entrained cement. E (T, r; Slump Range 2 4". rx Strip wall forms no sooner than 24 hours. Strip slab forms no sooner than 48 flours. . t� (� � Ferrned in place footers are allowed. Prior to ¢ P footer placement wee* sail with stater. Set Note i9•. , T. T 11 Ba _ � `� 1 . Fill ( ckfill ) - To consist of clean, compactable materiai ,_ . .,�_ .«. 4. f �� tending into in-situ gravelly-sand subbase. Upon r ` T. .-' excavation of holes base to be mechanically conpact'44 �x C r with roller or plate compactor prior to placing 4ora*t:(� in place footers or floor slabs. ` IS. Retaining Wall Drainage - Install 3" dia. steep hales 8' O• o:C 1 , .. jj through wall with invert slightly above gall interseecti1 with finished pavement surface. ; 19. Foundation design assumes soil is a coarse gravel-sand mixturit with some cobbles in a medium state. Should poor in situ material _ be encountered a more detailed analysis is' required. Design Allowable Bearing 2,000 lb/sq ft r .i.. 1 .. Retaining Wall Bar Schedule: `" Location----- Type/Spacing------Lengths__ACI-Cover v Footer �' , transverse #4 @ 16" o. c. lapped 3" minimum frost "`battjaw longitudinal #4 @ 14" o. c. contin. 3" minimum from:bot�oa i and i I a sides Wall . I " " I � vertical O/S #4 @ 16 o. c. lapped 2 frors face , horizontal #4 @ 10" o. c. contin. behind vertical bars WALLS PARTITONS COMPOSITION DESCRIPTION " , 18'- Su ),i Q' t.3'-�#'t a�-4"k.1? a-01' 5'-0;: I r rr�� -+- 2 K6 STUDS 2e OC.-�" S1IEETROCK T= SIDES- 5f2' FIBERGLAS 1NSUL. ..•, �. Go,-OP 2.6 STUDS 16" O.C.- fib" SUE€TROCK 011E siDE..-_5Y2" FIBERGLAS 51.4NKET TYPE _. INSIS AT10N-W CDX PLYW'D W/VINYL BEVEL SIDING OUTSIDE'= STUDS UNDER TRUSSES_ _ D2Y 4 STUDS 16" O.C.- Ap" SHEET K TWO S*ES - 3j2" FIBERGLAS=-_ _ 1U0` NOLi7GWh1 SIZE 3 UR 2K6 METAL I-STUDS 2��"O.G-2 PLY "FIRECODE GYP. BD. WE SIDE _ 2 PLY 1" _ _ .�Wf LOCH` VI FLOOR t" LAN C PA I-\ 1 I/--1L� F1RESu1ELD_ SI4XMIW;_;Z.W/©NE L MR � WALLWARD2x6 STUDS 16 O.G -5/f SUE€TROCK ONE. SIDE-5W FG.'i�IS.- "CQX W/10-1 COM. GAIN, MAILS 4"O.C.EDGER � 10"OC MELD � S' #A p FACE GRAIN vet. FF.Citi� SILL . -fD TOP i� W�CONI. WOpfZ BLGCK'G--?YVEK ON SNEAT1iG - 4" FACE 13R1CK VE: lEER WALL PARTITIONS COMPOSITrMPA CESCRIPTIO � d ��. �`.: _.. � Zrl6. 5;'1;JD:GtaA,t1 BF.ARitd6�p�ZT1T1!OAt: � CDX W114. COlvl. GJILV. 4 O.C. EIS 4 10"Q•C.FIELD FACE GRAIN pR1Z.W`CANT. _ .., ,-•� , «� . fi.-- Fj EDGE 5LOCKIfJG= � 5NEttr2Dc.K TWO tgDES - °PI.YW(3laD > `CN SIDE O Pa.D'i'tT101� FROM sIl.t ]v PEAK. a ram, S '•..'1 '.ram. „' -, �."' 2X6 STUDS 16 O.C.-,�_ C{:�IE ova SIDE W/1C�COM. r.&Lv. 4 0-C. EDGES � K} O.C.FIELD FACE GIRAt14 i4DR1Z.W/CONT_.EDGE BLOCKING FROM.SILL To G4161Lt.,PEAK -- g SNEETROCK INSIDE FACE --"[YYEK ON SUF-ATN'G -4"T:ACE BRICK VE *AF. sc-F nE v,s,CHs 0> OA TE Z 6STUD5 16`4� )`CDX-- WO SIDES WI0dC0M. GALV. 4"'O.C.EDGES 4 10"O.C.FIELDS FACE GRAIN vEvncM_ 'W/Ct)NT_ EDGE BLC0G1 IKG-FROM Si1.L 0- TO GABLE OAK UEETROCK ONE 510 ,. . .-'_. 2xro STUDS—16, 0.1 F 4'`CDX n► 'SIDE W! lOd CflM. GA1:Y AO.C. Et?GL8 10"0.C. FiELD, FACE CRAW.NORIL_.Wj_CG1+Cf EDGE. 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I � r' •, .., _ �.... ... .. �' ,._—'__ __"'_.. ,/ � _....-_...,... .._.... -.__.._:.. _._ W-razm�-*^r'.c+aR:p'ir-ar•,.aab'.xsr'�f -- _. _ M - � oTe 6 i q, i � r q _ I< I i IYr"'I ►� } T ,a BRICK __ �, ; � !� ._ _ _ - - � __• • i Wf Xii,QCK f FRS r , cv• PI ERS ( i i c� _ y �0 c f d - , f � R czsi TF- LUFF Ai*exun- p.>`?�=: �A/ .. :r s " rdlE a RE V7f.�UNS BY OA.TE DATE �,✓ " M V 1 11 �I I� HCT [OlK .......... ------- .5 • }• _ TITLE INC, 7C z aT� REVISIONS: NO DATE ` • P,Af�1<-1 Kb �-TA1.`1: G))V.'C;1 51Zf_ I o k �o' SF'+�j3.'. •) t n-ury Morn _ C_,� jvj pA.�,T !zt, L!o'er G, _ z rty,_ Ft �5 �! ::,gyp 12` x r'T' • �} ',q : 4 ALL UIIVERfiRf UND UTfI./Tl "S SN i9V MERE- C! /IE'IILE© ACG"ORL lllffv TO AI i41L+ E RECORD PLANS FROM THE VARIOUS UTILITY C0AfPANI£S AND PUBLIC AO£NC1ES _ AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED /N THE FIELD. ` 8E'FORE EXCAVA7`hW BLASTING, INSTALLING, BACKFILLING, GRADING, PAvEMEIVT - RESTORATION OR REPAIRING ALL UT/t/TY COMPANIES, PUBt1C AND PR/DATE --^ '� MUST BE CONTACTED, INCLUDING THOSE IN CONTR04 OF UT1L/TIES NOT SHOWN ON THIS R-AN, SEE CHAPTER 370, ACTS OF 1963, MASS WE ASSUME W RESPONSABIL I TY FOR DAMAGES INCURRED " AS A RESULT OF UTILIT/ES OMITTED OR INACCURATELY SHOWN, —u-- BEFORE PLANNING FUTURE CONNECTIONS, THE A PPROPRIIATE UTILITY CQMPANY ENGINEERING DEPT. MUST BE CONSUL TED. THE CONTRACTOR MUST NOTIFY UTILITY COMPANIES 72 HOURS /N ADVANCE \ ti OF CONSTRUCTION. THIS MAYBE DONE BY CONTACTING THE DIG SAFE CENTER E. f" _ E N C E S (1- 800-322-4644) C I s JL �ej •,R J h t • y l � _ ,ry ° r ti V11 . , ,a • (Y„r J r.0 ± h S� c `. -._._ <" - _ '�«,1�' _ -" t� - r.l ( /'y J t- TA I • � _._.. r 01 r` ry +r` p ` / e M' !f/ e ► S/9 J , f ' { r �•^ .0 41 . . saw 1 { _ _mil4- 9. 00 e t ' 4rly f 1 } / 09 ' Z. r 4 • c 4'll e a \ , i a Y t r r t _,__..� _ ! ` yi{ f S":t:5a. •.r9e7;t'ia .:_ h N'.. i `+.. ,, A ca.�, L _ > _ Ir � , CAPE COD SURVEY ... CONSULTANTS �.� _ t ^" j P.\t ti ,: .� .�i .-..__ .. : ` '`` ' 3261 MAIN ST. ROUTE 6A �. -a .,' - 3!�, 'Z. ::. l .. /t ;'., •--..,5 i ` , {p'{„ ; h'.«: ,+� 1C '�`�^-�.,r,c. 2 0. � ' r A4. BARN STABLE... .�---'• � � y � R- - !, ,� # ' � ° � � SABLE VILLAGE, MA 02630 . �•, _ `!� / t oO .�V�', �,�,_,�''�\�a ...._ _.... _.., __ -_ t ``,"< /�/ � ';,, �� � if,J f1� 1� 1,i i • /'�� '' ,c \, i ":..^ -�` ��.�1 -�.�3 --- -^'�,-,�► '_, n ` ����e`•„•�c _-._�"�' .',� �-r� � -� �>`+ (617) 3 6 2-8 13 DIVISION OF �` E )STON SURVEY CONSUL T ANT•5 INC_ ENGINEEPING SURVEYING' LINE P rel, yam+} r 1 IT I�E. Z _ n _. - - r �'+. //� 1 W W L jo -AP Box • :F 4 l� r 4"y - i a• .. r p� � ��,..� RPR1 . l ( ' 1 / 47VI� • Cy\r t l ` Ti p r J -Z `f � f t LiNC *d J 1"`.-"•-7r. f 1 *r"�' t M\ \ fa r ( (p rim 1 H '( ti,r'�t � �S ������t � ��A y ,-, - r'r`1 4A.1Z Z-faQ°fa Q z bill r N 3 5 2 ►u� - - ' A6•� � ., � .xEt.-rJ• Phoro5f__t;� fzn � . R pill'&IT Z . , y W� H 1' 1�t,i \� �/�SI a !_ (k^3 J� ,s ::. "1�"X It - L / _�_ 4 M � _ �RL)57 s �A.:y s ' G zw d e s i DATE 2/18 /8 5 COMP ., DESIGN RP E , _,,,L r , "* 4 G1p� ®f7iD FIELD S C. ;wV Nth 10z. -IoP NO 146•�, SHEET: OF: PERC TEST APPLICATION NO. ' 3SZ-4 REVISIONS: TEST PIT DATA DATEa�- TEST/NG ti` - ` _ PERC. TEST DATA : SEPTIC TANK DETAIL s�zE- _315Qo SAL. DIST. BOX DETAIL : LEACHING FACILITY DETAIL: TEST BY� � _�� L�Q -_ N DATE DATE OF TESTING: E "_� -_ ___- _ _-___ T TO CONFORM TO T 7L E 5 RFOU/REMENT.S TANK , O CONFORM TO TITLE S REQUIREMENTS. —� . >^�,F'13� t:.L��: WITNESSED BY: _( n� riN T�,� �� - --- TEST BY ----___ $, �LtrP �b1 - - -- NO. OFOUTLEU- 1 � � � WITNESSED BY: u ',. w iSoh OA?�� .<<� ' ��� - s REMOVEABLE COVER 'B�3 �A'+.rY 12 `MANHOL.E BROUGHT TO �(� i ty cF,iL1 k3 ; -e. . ..� °. ..--. . . ..., . . FINISH GRADE. e e: n (j U EC t vj�, t.Q � A►� .. �� _-- --` - 2 PEAS TONE --LOAM$FILL /c'„MIN. 3 CLEAR 3 CLEAR DEPTH OF TEST r' 6"MIN + _ •er AS REOU/REDS a D dd _ �3_ 6 M/N ��--,'J MIN. _ - ---- - -- --- - --- - --- - -- '' ) r _ RA TE �-- I . -- - MIl.!! LIk�-� 3- - . ---- 10„MIN I _!I s DIST. INLET TEE --- -- }--OUTLET TEE > �I (� i t \ BOX INLET AND OUTLET 4� 0•• MINIMUM I T �`\ 4"GI SESPT/CTANK I U,L ET TEE DEPTH j �!1 i •, Q ' --- -- Cc1 vtc _. ---_-� - -- r TEES TO BE CAST L IOU/D DEPTH O 14 AT L/OUID DEPTH OF 4' 0 2,. 6„ ----- tl ! . PRECAST OR BL0(.K Tv '� 71 ` -- -- --- DEPTH OF TEST' IRON, SC/rEO. 40 �� /9„ „ 5' "' / _ --_ COti'CRETE SEEPAGE PIT __.-_---__._-------_-- PVC. OR 24 fi CONS T i • a o o C , �t PLACE CONCRETE 1.. 2-9 7 :"!. . 7� ' o - b e *Z RATE' __- l� �ONC ERTE ,_ ,34 B' BOTTOM ON LEVEL SrABLEBASE 7'0 t0 Ya} FOUNDAT ION i l • T • --z s s P �►F TANK r0 BEABCE r0 w/THSrgND INLET T PE EXCEEDS WHERE SLOPE r —i__ --- -- _ -- ^ =_'_ •__' ,_•• L_._ OF INLET PIPE X EED 0.08 I, OR E C S BOTTOM OF TANK ON LEVEL_ STABLE BASE /N A PUMPED SYSTEM. 1 - -- H-10 LOADING UNLESS UNDER 20 M/N - PAVEMENT OR IN DRIVE. H-20 --- - - - M -- - -- - - -'" I%2"WASHED STONE I „ • y r i L OAD/NG UNDER P4 VEMENT OR 1 I DRI✓.. - - ! .4 ---- - ITS© _.— t 0 NO TES ° PLAN VIEW : INVERT ELE VAT TIONSg -- - I. THIS PLAN/.S FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE �� DISPOSAL fACIL I T Y ONL Y. SCA L.E I INV AT BUILDING' 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO --- - MASS. D.E'.Q.E. TITLE 5 AND THE_;��R.N�Ttt_� QOARD OF __ _- __ /NV. AT SEPTIC TA NA-rINeI HEAL TH REGUL AT/DNS. _ ___/N V. A T SEPTIC TANA'(CUT) ----- 4 3, A 1-AL `j7 UC•7 @.?k 57�/ -.L j f L.f 7 17�7�5 /�3l' `` h C? Q 1 % f /P A d- ._ .5�;:.�-���: Z`�C,=�� ,� 40 F"VC _. _--INV. AT D/ST. BOX(/NI 4 5 �:, INV. AT DIST BOX(OUT) - - AT LEACHING FACILITY: 44, 9 BOSTON, MASS. WORCESTER ---- MASS. AT BOTTOM OFP/T � _<_- _ HAL.IFAX, MASS, NORWELL, MASS. BEDFORD, MASS. LEXINGTON, MASS. HYANNIS, MASS. MANSFIELD, MASS. CRANSTON, R.I. DERRY, N.H. IB C Sa ES GN DATA DESIGN FLOW E311211C:: REQUIRED SEPTIC TANK k 1 �✓ Q°�a - 29 5 -1 GAL. .SEPTIC TANK PROVIDED = _.� S c�c> GAL. CAPE COD SURVEY REQUIRED SIZE LEACHING FACIL ITY CONSULTAN i 3261 Main Street Route 6A Ra,nslable Viliacae. Massachusetts 02630 -- Number (61 r7)362-8133 DIVISION OF BOSTON SURVEY CONSULTANTS INC. SIZE OF LEACHING F•ACILITYPROVI[)FD ENGINEERING • SURVEYING • PLANNING TYPE OF SYSTEM �' � TITLE: -_3 -r_ SEWAGE DISPOSAL SYSTEM DESIGN LOCUS PLAN: -� FOR: .,`...\ SCALE: AS SHOWN METERS J A FEET 0 DATE. COMP./DESIGN: RPtv� CHECK: PN\/':.f W IAA TUM: nRA;, N Fz.�.vx- i FIELD: FILE NO: DWG. NO: g 4 2z JOB NO. 1 A S, ' 1 SHEET: OF: � zu. - s a a APPROVAL UNDER THE SUBD;4'.'';;!UN G'CNTROL L �W No - REQUl RF_ D. SA RN'57,, F PLANNING BARD �\ T - ee y ? N V 0. P� -- - - Focus ;\ : P 0':'A7-/0N MAP ASSESSORS MAP 293 N ASSESSORS LOT 4 a °' �G ° ZONE B �d � N%A 7 _. 1,4 py G 8 ! N R r 25.00 r � �`�� 9 s E 43 B - -`f� 3 g 1 o ► 1 J � Xb .. cl \ r J w oos rSUBDIVISION Pl. A/lV OF LAN G y ' �0!' IN A11�14 5AHIV A HL �E Gygy / NYANNlS � � � ` �'�' �0 • �Q g ��, _--t sir � f'a 3EIA 6 A 'ON,50Z lDAT/ON OF L0TS I , 21 ,3 AND 4 S N t W-1/ ON L- C 9 ?/9 �' 1? (n)coNcl'?04 , � '. r FB. 11 1985 SCA L E - 2 0 `�- �Af'r (/ • . r :�!L .�li!. r.�N THIS ACTUAL SURVEY' WAS MADE ON / fc,P T�, 4sr_ a < ,,R,M,4T/0A1 SEE WvRKSHEET IV THE GROUND /N ACCORDANCE WITH THE PA' FNL? L w �•1/_ E Vl _ : 4! f; Ma SS' LAND C(,''�iRT /NS.'R!JCT/,7NS (�f- l97/ r_'),N 2 WHERE BOTH SORi, f Y AAO RECORD DISTANCES ARE SHOWN, THE SURVEY IS HELD A L', V/� % , �� %F 4o,;7!'N 1;�,�'L'F+' C-,NSi, '4N' ii/,.,' OR BETWEEN /23 /94 -A0 /2i2i 94 PETI TIONOR ENTERPRISE CORNER TRUST = _ g.S - DATE PROFESSIONAL L 4/VD 511,RVEYOR C' 1;' 40 mmirw -- ---- —^ 20 30 METERS J08 NO 03 - 1463 -Ol DPVG NO. 820 r Avr t 7, "t Fri 9e-4 �i 1 tt`--}'F'E Rt-.43 16+A�'", _- SECTION, V1NYl_ Pf_Yw'b I 1 , R RETURN DE _ ,�� Y„ CORNICE C R l 5 ,� � E 1 I e"F-fT� rJ�4° _ it 211:� ib: A:;t>t-#lt_; Sr Us W 2� f 72- 1" VIVE 5HIELD tt1 f: i4YER�imIs j✓ # , 11. .� ...r �. �' � , r � At='tL11,i�P, !a2 Ywt� S9-t ,T slo�.s 14 vF 2 2 1 31 R01)F TrzUSms2S F5'1' I' 't +c t* ' I } 1 SPAN l o' f 2'- Q„ MAX i8'-8" MAx - 'TF?U M`"RS F"c t F �To� �'S , 4 S•T F_ E SPEC1 F1CA"i'«1ONS TR t} (:(31.1T vlzt.17 I ` j / .��. -sx ,t� e; t _ ES07, CHOIZZ0, -1'IFu4sS j1l£t. .�,t C F':> DER U'5S NS R ! 1 1 SS i r+e i I M tar�� i't. rA D13Li- F,x Cc YO P PILL f YOP jPLATE.� �T %oil U v STA4FaFTwD i I ..... 1IE1 Vl( WOOD Arta � j I f -s� �„ !IIOL—,g; y l ]y .1 }} r s�a, `{ i . VINL�C2+ S FE,u A ca 'Qu 1 „ , � � „ I ' TRACE i?_ (7 ^,. i i,i Iz o.c.< _ r r VINYw CbVEC? r� N14 . Pt" w a __ r( r W� ST�Et_ 4&t3a:FxrS ; i R ,i � i g,:�47 CZ_1w�t LX� �C�rd'1 ry,, 1x4, MAKE. 1701-4•F Wj STU I Y 11 u Y 1• ,L��. , x d i $tll�'E'shlt?&.v ^�ik iN� f i � �- Sl:'�•PTrti"".'-�C i ,, �.-•-3-ti"3'riEn�t ', � ; I � � �• r'Ett'�= �`r;`" . f � ,r . . �. ..__ _,.,_ r.._.-: �r:_._ --- � '► � ; 1 BLOCK iN Tc j I� .'V1NYt_ SSt:?tA,ICn � ! i I �{' i �i � ! �Tl > � : r i F..e FZ STO;,E F-i?.t�11' s ? STUDS MIN. T i a } �l'<Y k:�a n EA `3 DF QhllG 'i Liz f 1 S (I I 4A, ' 3 ( i ALYVM]CPD GWS. `iN1h1G LAPS , r• ( 1, ..: _- -_f, PAST DFp9l JACY. STUD 1 M1N, �ry 1 P.Pr .. .;!}�-�� 'j1 Gle _ . L i COAX PLI(Wi0 /TEYV1� ,D w � 4 p .' _.. WU Ck t►3C LE 1 x f +F s 1 . we STOP, ' K 7, kw! 1'.,T�D ,L * t\t_AN"T C,A1.1LK'G Q ��a. M " t 4 1�Lu� ay ; - "< y E tS1At4 : c _ S I � SiLL. PnWLOC.K 1 ff i' I } .L� STET?. foxro #1 U•F!t': .1 f t INS.to R004SH SAW" GLASSrE col r' ► r; PLAN h 1 STAND_ UEXtVYWEIGHT 71MF,EP I I - ( i40 Wu_CASIMG t•r - ' - t �i D.11c� r T «.,NED - 1 f) ST Nit_AS. WALL WD.S'CnOf ' i4 L 'A! , + s t, I . _.,. FILL WICa4 I , i ( _ i ' Q � „' j 4( f � ' d ,ti.► $,i. 511.1 '� cc p�f�'lf_:i+= �'�a 1�0"0.�'. {.►y ''t�rl v i .,'` A t 1 i F , IX-4` PcZtmout.DE ` r y 'i �' i (� GY HID ;1. ;,t. ,r CDX PLYW`t) W' TEYVK r I t Nt l , ,w - -r i C';8 S4Fir;hi „ a I - tVt?'IEC3N E D x y 1: 2KG Ct�l W SX.Ie! f?T r� �o INSUL t r i F2E'E4.F <aAA. =Tv>DJ i c { 61 s_A`3 1 e r^„� 1 j y ,t M t� Eck _ . PLATE - it F STUD TRJI.CV, r It(p x(o , ( E .-t - d I �" >�r � l. _ DFtSLE SD{.E.`_ W 1 E F t'�o�F'� 3'c' O.C_ : CO t C k 4 k 4 'JO pis ti/ c�rJ C a, _ A I:..�V � � .. _ _ . ¢+i r SECTtJ 6� v; �'�. i !� PRSM SILL :., J4 P . ED t` T--•w" ,'-r r.., ...w,y ,,. - _ _ _: 'wK - -- :.. ST'L COL F 0" <_'ONC. GPCX!'1 8ED i MAC SUS F CT ,. .. , 4 ,.. ,.... S l r A INSULATION `r r _ k,. r X + «Ba,a ,_' SEGT r 1-e„' NCi4C3w: q STrJr iK?UY_ ANCN., f'SO `4S , ,',.-... - r� �, �4 �`' !2 �-- M. err r, " • "+ � + . i' 1+ FSafrT 5 tt _ � S P �1 Y � Y Y N �� _CTl V � �RCS � E'��t � Aw �- ��-,a +_ gym; ,�..� � • --�3iv+ t �. w;' z .ski O JNDA'Ti N W L ALt. 4 J i2rJV', E it BY C�i L�` J J r� c 3"i"' o I 1 i 0 tJ iN;l 1 3 �`RJ�f E STUD h �Ar- • x - -- a�-- ' OVE.t� fAttJ F j ,y1 ' ii `J" i 4 - �� A� t Y 6 : kE W 2 • r 5' E ] ON VV LL 5C.AL (1 -,/�, R.E'V 1'S FON9 m, 1ATF V 0..r ' DATE _ 4t1 f _'-.__'t`t•1;t _.--_—_: jSI UR'N LKD L r ~ .. :. y' �`f""'* �,. ` , ♦1..