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Potato Patch Club Units 31 & 32 Phase 4
T OD 1 0 ca I L _0 z (.J cu > a> LO y � O > LO O O •C v' cD LM UJ - - - - co U co o O i Lo (Y) 1- C7 06 Q d � o i -TAI i !-i i I OQ�ANG . 0 Z o � � O co 00 0 m 0 0 U L _ LM > � CD 1° - L 0) > N �+ INC co C Lu 94t `� i • - L In CO - ; . , co I it I4 if , qtr -� Al I , �I } - - - -- (i i i II i IN INN" NJI 1 I I I I i I I ii i FR ECEIV7su DATE I ` t I I 10 JOVAL 0 PLAN CHEGK --- -- ° - , _ . 0 Z m Y O r- co 0 _0 -- > _ O IL � C%j 8 v> > _ - - - - - - - - ca FZ Co cs4 ¢ a r � { - - f . 1 1 t � J d 4 i -- — j _ r i A 1 : 1 • I 1 I j - I ! i i • 1 ! ! RECEIVED ECEIVED ? DATE SIGNATURE O ORB APPROVAI ❑ PLAN CHEC{C 1 0 2 d -mss O ao 0 v a 0 0 U cc 1 � -- -- -- ; ` d ' p - — - -- — - ---- as I I i I i ' i T=om L - -1 1 nF!, I it i / I I r 1 H I 1 - I I P� APPROVA DATE NOyFCk 1 0 z m o o i I - I oc IL J t _ L - - E - :: i 4W w.. I r r r ! Ty a r , .... _ — . r 'I f •I I I ' I i Ib i ! i r i I { Ir . r n a r _" ' F� 7 y ; 77i r I ' QI , / 1 p , 1 I r i , r - J 1 i — _ I 3 z, t 9 y C III of \ ji ri r- — --L--_ i- _J L Q l � u Now MW '4 ta ISO INT 11 - NNNI I F �� -== r - r I k 1 J 1 � I 3 L b : o � 1 II ! 1 : OIL N, - ' - - - - - ._ _ -- -- - - - - - - - - - c4cz_ rl7SVAf I : 1 aG Q : i fr _ 1 _ - it I L 1 ! a I , f .,Tin • liTS� v: r h O1! •r _ - H_ _ I , I 1 I 1 opt 4 N Oaf pRO`R aATF FCk A p O � a I / L0 co _ __ Z- • . • • i _ _ EQUIPMENT ITEM KEY Lemma, O III Iwo 4 GR'f�M1 , ' O co O •, t U OWWA Al IN 20e I , d - 19 p N > V V (�•) Mr✓AT T - - Pr GM,IIZ ! .- --- I - - \ 4) INNER C d � N � >cri � v+►'w caoaaT cry p►T11TUO 0 0) b �- > `� � � 0 C 00 c LLJ 41 low LAW+vaY 6wK {R r j 4 C3 05 Q � m o GENERAL NOTES I. ALL Aho4 RaU6.N C,ARMN`*V OP941W (rb. (799 AftN W ijf,%J ! 0004 LAW •� CO GA .'e a ascK � "610am cfil•I�16r<� C2 ' o / r . f xo - ?% J4 "i P o' 1 . IN'iP.Piaa Rr�!E�I ARE ro 09a:E a I"' I - ' -ter . vox 6, Sul ..� ??e/ 2r a C tncJ < � �G 9<9916 Tipp'"I O, 4 TO Rkt:b . �. O!' (}+iA'4I960- 0. 47M Lorat4IOrJ OF OTN.1col" AL Qo:f $ . R/Ria AW Ram+��� 44 b� , . . «� "� `• •• TO 01%L1GTf,IP'11- OM1A1d NGfr rt0`t EXACT GjjZt r LOGAT 'P%Ks. Q awaLro N/ 46'L 4 "o VAAr i ' •6t(U44Tr P.fj� 4 ALL ML,lLS To GG A 6TP5UM pJAL BasK .' I � 4 b 7 &raRr; 'r}6rrw N56 eo rr�E,' COOL cv, PAIFT vaFS, wb �� 0 . . �INi6a 9G++RJULt dc•nFio FiO� F:,A:K, G/' t.�.Jb, j j �. + wv, � i . . . � cA 5. ALL C&Rf tT 70 is Br, oW, &W. 0: . ! 4 0 -- 4 UO ►:ry46v. 10. 4LL GLOi/'� 'b NE6"L ✓(r. III 4.ItWIr { &XJL ( 2! I ` •�.. . :. • ;. GLoT4/6 Wt�. U .O. w. • VWTA : �. b p cdwy7 a: qc '� 7 ALL llJ%410It M"r,TIONS lb w 11611 t , U O � - �a aeAMS, E4 w n rHa n ' D. A.I. Cm:94 AiQ'j, 6dohu4 ou d6 -EK'6 Ars.J ¢ I � I N '-'�'`•. •:. 4 9. N lwv1o016 Aug .MOWN rAJ fwI � m6 6 P"►.O 4 y, !, 10. Pape NINVOW 171M%WeA** Al" RoUdeot -� Ib' !21- 0/a " G 2� v" Iy2 4�s � 10 -0�'4'� - 2'•(0`' . 8 a -� 6 - Oh' , i ��S" � . , cftwiWw 4.LK EYLitPT OF1 G:LnR tr.+ilWLJI . - - f - - ; . ! Loff, 49 FaL r 4 - Tl- ci -.1 `1 7 5MEi_vTi: .� _o ROOM FNMES I K, 25 d; � . A VI 9 � A ono / i!b a 3_6 IIa • l'fa _ J GFJLINCI - � �_. uNa � h' A " eu ^� - - .. iA 6a i. $ • O " r MAT117tbu. HOW �L GLo567 52 i ' + i C". • ++� r I +u - .. ,:w5 ' - e ,. G - g •U ,. a •x-.25 '- c.� -�q a, i tp A t� C�WU. o" -5 4 � , 3'. oYs" Ii "yi'•o ' . ti 5'•0° ,�' 4,�, Z•g: ' . gin - t eY1TU 61 \ �. sW6. ` c.; ... __ N- ` 5 r q � ABBREVIATIONS W� b , GPT. K G4YfE; (wF` ow. zu� MG HCDGWE C•oDiNET W. wiDTn GT �T rYLlra ti\ til .6ifL9.1' 1ftr�r. . &mrV . &rP6JM eA.L BaNIP aFi. ?Ro8?10 751•Jrpw mLLO(ob L . LWj r ;rJ ^ A• � x C E9 s-p,F aVe �iNS Grip. foMFbSITE WW{ 5Y676r 6ir•1. OtMILAI'4 D. JEPirI .� �'-.. I o � ,:tea,_ I .,�rv_v5• � rlv wwv Wra. WFATriER£TRIP R, WsDWS � t A r I C5> I I \ 9.a. (*) P�! OWN@R MLW METAL um ✓4012 lroWT 44,1 = • � � : �J vor &LAUP TILE �cW 41oL6oN [•oat rvlav 761.. nkarpwws - . :.. -s g + tt. a 5T, a 5oPw - TILB (* LW owNEP) 5Gr1 6oLID CoQE rLOav PfY. nowAl- ••• �1 GOrY. GONGRfsTE A J APUUOUDb4 ELBG. C_SCT,WC,.N. � . - _- - �% u,O.N. UNLG54i of-laRWl4t NoTLV Ea . Eaua- PF. PaR - _ I ./ ._ r . '"� I ,•,_ 7_ ,� - -. , T`tY. '�'?riC.4L FIT. NEIbHT rl .3 �' I _ t" rEiU ) 07 . U DOOR and FRAME SCHEDULE - 111'"""III0 OJEN it•1b VAR. , r � � I 30 DOOR LOCATION DOOR GLASS FRAME DETAILS REMARKS I/A2 . � , • \ tJO. W H T T , I Mat" I pe Rat ' H J J T ( _ 314.1 A 3E] 6` $ i J r ° ` U 4(O L O . ip iJGW . . . ,Ni I,'•4'S i „a5. 2 a Tkf6:. o% ..OrO <,i 4a• ' /i 3'h' µ6 � ,1,F!L1 Ap bArQ (1 +t A G JS - - - - � rt Rva-�r, t - ! ..e N ;I G-OrJ' G� 7 2°- d ; 6%" *Co%l P - -- /A5 5rF5. '_ G.�1ti. VPR+i6 � �� _ H - ' � n < /I J 4b A G aG 148 2t 64 `a4" zra A ! *. r D. I ° cQ Low ,.sc -71 �7A 00111 4401 rZock _ A5.2 /A5 )Irol 5 P4TN rA 2, A - /A5 iA'32 I/ .2 6/P5.2 �.w/ok. L y'a4'O i _ ^ ` l ' J °LATH 61 24 (oB ; '.�'�' G�yJ A c / wofoPOaE cy/ , +\ W /A5,2 /A �.2. I/A62 �Al�.$ �.( ® r 3: 5ZA CLOSE 5Z 2= ib '�4" G A /A5.2 (/M.2 I/A54 �J/OW.'L C3 53A nA4UKaf? E 5Jp it (00 '4 <xW A /A5.2 I/A72 I/A6 '2 *v�6.L -54- A G 'p.'�p(oG 2'_ !o'< :° ::�h1 A �/A5.2 /A`:. 2 I/A5.2 5.4•c, L _ - -- - d -a _ - Q. a J 'i24ro A XJ^J A iN-.. _ ' . _ �.:1i � �-' bWb iVPRI&fi !mc . ✓n.;fai ' °1247 A G-c�.UET 47 - ,�•. b24� A GAT L= bfl t w A /A6. _ --- - l`v7&, pdT�I of 'La /o4 � �y ' ::i;r� /I 0251 B E't 4 51 2 % o` '•1'4 �.Y.4. A /A6, .: I,AS i ./AGi. L 5/P5. 2 ♦ � � - Ij252A G-�5'( 52 2= tit I °Ib'I NC A III b/A6.o II/.°5.O 4,1 o;�.j, : 253A �A'� �3 24 6f 4 6,h1 d5.2 /Ab, ... . . . L , G ivy v i /;�5, 2 SiAS:z CN ? 254A G o5E7 54 °: , '1°- e3 $8" l(ii1 A Aso D,A6.� /AS.v 4/A�, R7GiE° c '.12rapA .Wr:_ 3(v It � ;-'!a' ��_.. A ,a5. 2 i/A5. 1 :/A5.2 5/A5, 'L p :'2`J�oO .+Ai.� 5c• �`'• ;�S 3/a'' _ ,lr, H4 F,.�,. _ a;. : 2 n5.o ;rb. J b/a.5:o _� •. SECOND LEVEL PLAN -I - _ . G • dl8dl�l to \ _ �- V \ 1 �...� �► p.m",. �... . ,, tommitim _ \ - - _ — _ " -� --- _ - R — 120 rMn C' IN Ifffor It, NI If, It ofoot — _NNI If of III Iff"' If _,NN oolmott"I NN.\ '° 41 X40 ; ,� 4 33 NI 2 -- 39 38 ` , � - _ �; , 37 36 - G •° ..% i r -_^79 6 / Abp �.•� _j F �(°�, Oar ` _ �p °r S . \`j �' 9 \ \ `� \ � 100 rr w IN '�' \ % AN If \ 1� '� . ,y nr4 A' If ,to ' VIN ' 4 'I, a i„7 Iftp If ',r tr A, Ito 01 1 I I •� � \ ?'�• 4 T'y �t \ ,e \ 31 \ ; 60 �a 2 \ ' It I'll r If lip t IN • . . 141,. , `;' :a ,:° ep', ✓ .'�, ' .. • e .w . a to Ilme • , .X, SS• ,• ,tT IV PIT �` . \ ' IN rr 'f PIN Itell Y1 ,tn 1, If If rr.: Y IN No y ,gyp i iK` rs, oI It M} Phase 4 Site Plan 1 II , 2O1 .0it Ol a rif to ammum It u4 1!• �?. ,fir :' I %4140 .,tlIIIIIFI wt 0 Not r U7. t _ -2 ` Ia'-�%`lf - --- atop 6' T n�• "�"6� - - ,I (vI-0� - -- - y OL ITEM cis 74m� 7o `p n ✓ ~ Y ./ 1 O 11 L , _ tY. ' O (o Wrok I 2p GW4. • I " _ WW.. d RER • UN& of JL Nlc+ri f C > �_ � >k ; - WAM(wo WNJ,I I i N O IwrAk4l04 m 2"cpl5 - f _ i � - - - 1 i a v v's 9�u C M > \ r W t0 M 111TN - _ - T` - - - . - I •� Q t C W q* wore Wlwk+�f MIK I N��J -ALL 2° w6 o IuSULAT,a 1 F i �' - ! -- -+- _ A t 2fa.ow FLI EJGWwNb i i I -SKYLIiH A5011% r-. \� ' Go Q Q. O D �TMM� ¢ WHIRLP071- .- C7 I _ 1 a - F1�E �- _� -i -Ja - . e •u�r ••• •••,• ' -- AI1- I�r• TEWOR Go1.IGRETE rAC6r + _ � i - - ��y -F -- �•t--- � AI To R6=FIVE GiJCy. FNSH -- - - -- - - - j- -- - -- - -- s - - - - - -- - - - 5'� ripE 1=0" 4 SENM& NOTES (. '. I ` '•614HH,W& FOOL. - d4'W x41'-eLx4'-0" D I 'S/Aa.o I I �j�g e ( 1 ccaFDluP7tr IIJ2TALLPTIa1J WITH oIWER - j I '2 GW5• T, �� .�o OPtLdNA�•4 � PiPIJA1DA?LON r.AJ �GOW:��t'E 0409►+ ,, Z . 1d1� �P1L�K,E�91 �p�Hailt� TO FI OF q;�a I r 61Dtt to OI tt7t li�tf F fraKSL463. IOM nlr4li TD • or &" NINfs. 6. Y sllr mucrJRwl. ro� ¢. 1it�s1Y - S pllII&A44 y6 kKS OX A41 Olen• j a of 4LdC+I►Tw6iC. i bWS. b-o'* I r'� e�i•o'u� �-�fL �,p/touw'p°O1/� �- : .; c. . • < - 4 Ad, "066 w EG �f�' w wlu.b �L M• v� ••• • • D d I R WIIIW UPI "A aNl� ... i rcft-. *, -� AW Amp C&uWi I .iRAV III C.f.IU.Ys . . -PraLraTO � LLii! �Mdpllff6. ' I ' I i I 6. 7a dE BY aWla6w. rl"+7o GEILJ4W l K ro BB 1 cJffc °J IEUGTURIL- __ i i »• ••• $. AI f awo �J Aa4vvra Iwo (yi/1.` *a 4 ouk ' V29 T3'/a" ?�b C' -•9 �� (.I.O'Ir��l 10. 1 .0. .1. ( . (7{tAl{. • 'FVaFI HFiz'O Br 05 ls�1EiNE , l15n S I ' I -1�� • I '-o• � G01.IG. MCA • j *004600L 1' InTl To8014psl, U +ir. --- - - - - ( i ' --- - - - -- '-Y- -- -- - -i•- - - - - - - -- -- - - - - - - - • rVaWS. HNISN - ---� S ---- - r A N• ••• N• I I ' •M •N,�i, »•- •N • N• - 6. /ILI• OIIIDfIir MSIa 4rbWW aptM?G /pG • • f I 73 - 2 -{ � �tl -- $ 31 ¢r' 5 OfsY al �n 31 � " '' IY4" ♦ (°' On - ,. � Aft aWOMIJ !JU 6�Ir7tfj A�►e0 X61. - i r 1 91h 1 �6"t6' 'of - - - � '•t �h' ,•f- 1'I , 9" 4 gift LOL r , - 4p GLVR WWWW A#ANWW* ASS R4M16N •» UtJE of •w�.•••�i�N• GaLUr+w ii .e , i of liji �• ortso rA401 aJ"/iVR 6G•1tL7t11.t! •« � •» I NPLL ACLo✓E i M • I I -. 1 E ` 2' Wre D MJSUIaTlopl - Al 4i' WIN �•u.' ; ALL IM4 Ipl a7r66ML4F•Ir LE`/EL PRE I rn�l.-- >' »• A 1 / /Ai , - Tb Nw8 616" oij9 - HoUMt FIRE•RATGD 6pJB• ' �_ I / wwi •eWpL I ,UP crOWN& G41LUdh OF FYoL of To AIf° ' • � � • , \/ �n 9E WA7LER • I S 4-o HwI w•u.. f i - � ' 1 - - 1 .4 � I ' - Rt615T°^LT dyl� - P41NT�cD, • � A .I.r i ; ' ••• 1 I S EII i • b_ 4 cul�B•-j- d J i rqA� GCS � 1 , ; -�, yr, � ' / I I 17`; u•-.-rlE�u�. f ' � ` - - 1 . � � � , _ I j - - �, n i J . , •(•j oµ•,09. i -r '--- ' j � GPTIR Wv -� LJi 1� cbupw• � 1a16R 1 \ '� <� ('� I ,- IIabTAl.la"Tlo� N�tH 4WN6R XQ7i 1N6 I I i GWv Flµ 3d `I I oy fiaJ P E�Ao LEK+ i 1 rJ%IIL o2 M WLL . f14L - - - - - - 1 • i � I ( (VJ(;. -- 01 , 61.16. ; VAwr£ ' 1 1 Lit �LII��J�rr �_ . � I •;� Ns1 1 vr� i �rl� T -I'-D. I N. ... ... ... , , p'LAi>170�W`_. � - � •lL6�l�IMf I �' - 1 -- J � 1' -+- I i J_ �� - G�f�JE �E'i4rJlll�a W4U. ?'C+OVEt I - . , �__- -- _ _ _ -_ r _ - _ - __ ' / __ _ _ •5EE 1/41.0• _ -•- HEaI, W I- of L� I Go667 01 ! Ga+ET 08 r 14AA*T0"L 141iT�iRrAt. 1 2'- l0" '•Y GP' ♦ W� i Q�� r. �' ND. �• --n iCanLC. --- 1 f I ; ` , � - - - - �- � 4h - 1 It ABBREVIATIONS ' - - - - - - - - - -- - - ---- - --- - - - -- - � : _ ;;•. f7•LR1E \ i - - < j HwDwwee of6pul K6�3 a GPT w "Eft.) ;�J-�( 'r0 fEMdlal• - - - -� I -'_ - - - • ET(4cir FIC HEO41WO CAemwar N_ Wien+ I /`� ' UoEE oLdc 4G+L40I1LE I - j I - G+IES, bfP6UM WAI.I ccnr+o rs FROeSEA T6L'IrEPEt7 e+LA56 L. LEr,IHfl{ � I ' I ,/ a" _ �gp • <:, ;�. Gh16. COVIPOWF 141 6wmm 51H *1011LAP- D PEY1N P� VI W6 .&1HF. 4011 R. FtADf l4 i j ••• ••• ••• 80 (►) Ph oWwEP HAW METAIr cLa J rJGOD taa'1 DES pEr I j OT 66I TILE; HC-A woL1.OW Cq¢E HCVP TF.V 1T_LEQ"e 4 6T.* yoFT -TILE (+N PJ( Ai4A) gchl 6ao'�O c0?•a AICt9D FW ��rAL GOIJG coNGRETE PL7J ADJUS•TA6LE ELEL:, EI.COnRK+aL �YL� i I I I I 1 U ON, I�ILI 01967 " so"reu 061 . 02LIALW fl2- Pali 1"N T•(P csl Nt. ++E16NT i i jar � I j ' I I r �sraµe�E m 9T0IZe6E a�n i 0A .: I Ewa b d 6wb $ °" 1 cows. caws i L iI Y/a•F.o (y� . DflOR and FRAME SCHEQULE i is DOOR LOCATION DOOR LASS RAME DETAILS REMARKS HO. I i s W H T tI t J J , Ir I ' 3101 A HVL of 12= (ob I�1¢" MGhI 6 FILL elwr6a 14 6, 16/,.o.0 5H. 11/A:.o I ! 01033 fo1'I o3 2$ 6s 1J4' Gyyv Q I rIR I/A5.2 I/A�i,4 I/bE12 ¢/AF� Z lip "I�K65+IO.D�G�hfi I 1 I , i I i °.�05 A �•TH' 05 24 � 'I WI �l A �JIAb A !4AF�FAebE CYe 2� � 1 � 1 GXXI A -- - - - 1/P5.2 1IAI; r2 1 aSV.2 E3�•0.:: � �� a�� -� � vlaf ► CLAM of 2- ro_ 1 4' dx%.,I a - - - - I/�y.2 VPb2 Va5.2 51.62 �� I 31ofiA GLO56i o$ 2` hs i °a4" <, ul !� - t - - -1 ; - --- i - - - - - - - - - . •. ... 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F sl - lu a � r `•I _—� _ __ • _ y—'1 O/2�_-- - _ __ -_ __ - —_ _ _ 2 ' O ,�1.' _ _—_- _ r 2 -°�— _—_ i Z "�' �i_oi 7-D ✓l.' • -hl t- .r --- — t - �- - -- F f2 Ft..� ,xvs L M N - 0 � I' late ]�/ A 'r _ r t Do see - see I 1 7 r - - - - - - 01 r i IN LID L4 N, CID �' 11`1 I I _ / /l L- _ i. _ - �• F ! _--4 � 1'11 CO IN _ f A a - - _ 1 t ci O - - - U 14 i - - - - - I 3 � C a - - - -� jb --- - -- � - - — . cq) a I , �_ LO 1 =3 M N 22 a 22 l�JJ I I O N i - ----- - Q C o ►NNE- C m o co cj co Head Fixed a Head Fixed Head • Casement 19 Head • Awning Fixed , Casement Similar) i C7 �s a a 3' = I' . pn � � 3° = i ' • oI � � 3° a I ' d' AI 3"s I . p !° jam, - --- - IN IN V; 4 . IN- a _. _ its , I11\ J - , `\ _ • ` a - v/\ - / /� • _ _ -I -- _ - - ANN; 8 1 >y a ` � —� Corner Mullion Awning To Awning_ r IN a -- Gri _ F — -- a _ IN IN t IL �— a- - a 22 22 , e� Jamb Fixed Jamb Fixed Jamb • Casement Jamb • Awning _ ' glow 3' ! I o •I 3u s I' o " 3' - ! I of �!� 3'I I ' •o, I IN I 22 22 ! 1 l - -- II II ;. 4 - - -- -- 3 12 12 a 12 IN : i -- - _ - - I , O _ t - - -- -- t� I� -- a - - - 6; Transom • Fixed Over Awning Sill • Fixed 11 Sill • Casement ��� Sill Awning_ • 611 Corner Mullion • Fixed To Fixed ! 3'I = . • o 3 - . ' • 0 3 - I o 3 = I o A/ wI3 = I • o Material List ' I P'2 211 ' �JI,2 /:" O¢ jn Sf'Ip!,A,p 5!O;NC� oN . II R.lo:D -N9ULATON . I � r' II G E - i 3 `, • _ 20 � i" , 5 2x4 oR 2x s UD WA. ,�,� 1 -3 . I ;o M �,o� TiM i !o 'x RED OAZ EXm7EN6'dJ ,/ "!3 �fy.� p II Ix lz rP OAK 7R:M ♦� M 0 e�D GAIL 13JI ' NosE ♦� Jamb Awning - _basement Similar) Transom , Fixed Over Fixed r�r Mullion • Fixed To Fixed • Mullion • - Awning To Awning L n C 1 NA! - ER 1! l 3 I ` O ° C III RilD INS :LA? oN O Ix ! ¢ M ., P 'Wcep �AG�? LS IN6'1 =A? : oN °AaFED ti! 6,°AGC5 ININ � SH M5 Y w II 3 21 20 23 Ix WD oIz ' �YVr; ' 5oFFIT o a - _— J , , GONG?E E 54AD Z 3 S" CoNGRETE (rOd1NDATIotJ VYAL'. O y _ ice°J 2Z ^— - -- �4NDS?oNE PA\/ERs/ pnSE c' �J ° o YWc:,a SPACER � J !W Sill • Awning at 'Drvvit ' Trim Transom Fixed Over Awning Mullion - Fixed To Casement ! , 311 = I I o 'I (Casement Similar) 1 6 31' 1' . 0, ��� 3° a 1 ' • o" orE(iHFAD PI2- MyEy'Ay! rp„��R�yroE � N/, stDrJ6 2x wD Ci P 5 . Ipu ± Air y J' ✓... ,— 'fly- rf _ — —_ _'_ _ _ — ._ .—_--- _ , — , . _ _— _ _ ._. _ _ _. _. __ _ y Hardware Schedule YALE i 1 , I (aro b'✓ °�6" xQj41 WR ' .. r� Ix /o NO"E , -- T!e!M EIDIIJIO ' \ yrTAU:EY x2�o oR EG �AL A/L MA"ER;A_5 ;0 9E (O oIER B (U r1�!�E i 2 � (9 ?E4�J!QED VI�C/J�O I- EE Z x ' L►4K � To � OPE?APJ E4 ; P A"EJ WoANNE✓ a0 it i d 2E q u ler , oe E41A! V C O Ii — ° x 0I CEVAfZ ?� 4 q SHIM. TRIM ' k1t 26x4° - � �, it GK ;IJS'AL'_ r XED ab2 a d co Ci I - I i d � " I'V - �GP I i . oQ N.E ! #d82 Oe E4JA! LO to C, + L' MEAL CO 4�K M in P - - - I . n A I i� A ooERAg_E Ixnf 06 o U � r N GAiJL!� Head at Int. (Jamb Sim.) r�r Jamb at Gara a (Head Sim.) i " A�3 C N .� x ;° Z 311 = I ' o " , 3' = 1 � i1 I L I - - I C o � " Elevation 1 *' Elevation ( o a 0 ca o0 tY4 5 � w ; xlo �✓ IIP.,A° - X111 . D° ! / iq" c I ;. oil I C'3 otf Q d Q co 311, JOIL - _ 8 GfP. e✓ I. j! �2 - �o�° pyll��p IFEP,A6LE o 10 i T - " LAP I.X 01\11 t I .- 4x8 qe ;� ' x� 6NPA° Ix/O SHiP!/�o t9 tel: 4oll 911, Ey^.5E 91�W1n �' T j. IFFAME i +� .. I I - E - - KoJ •IDATio• ;IM11AR 8! FOLD To 22/ ►5, 2 r. it Head at Bio fold Int. Partition Tye IIIIII, ' ! .1 Section at Trash Bin i Elevation 1 Detail �� � Detail 31p I ' . OII �p c I , O ,I �� � FULL 634 y W r 5Y2 ' r r5/n �g /oho LAPP I I I n wD �•s �� y2 " o4wool2 - - - - —) �j -- - - ., �E� - E 7aATI 1 x 3$ q4K j li �i" P (vJcbD - i GY^ I 1M SIA 57. t5. Fo 0 - 9d C}4[ p�712 FAME - ^• i I! gxcl¢ . M!'(c.E .. ` I.O�NE A GJ` � . Jamb at Bi fold- Int. Partition Type t ; 30c I' . pn t � X11 Flow 5 " . . 3 'h " � . %° 1` , Section - PLIG/>gLE it HMO W1 Olt 5UI3 FLQ7K � 6R �I y- 1 !! ',!Alltldblu I III GUT SkMD5TON ! + I I NGTAL r-L A5H ING I it BUTT JDI NT5+ FILL III vwLNrl Wood Threshold Int. Partition Type TJ , ` - L 3 1s 1 ' , 011 311 = I ' . Od .mc I'LYWQ7t7 - - _ . -- LFP F To ('-o" CEwN `fCIG. 2x4 1 0ROr11NC� - - I ' j - . 1" 5PpG5R /Z" PYrCOD t+lrxn w IG - T r r j r y�Y4ll — I so v Jw i ! ' 17 W}{EgE ji lo]'- I! '9a" - — -- — - c a -.n . . . ��j ✓ y;� -�J , I 0 P 6!E I GONG . FOUtiD- �,� "�� ' ,._ Ib 2 u.Ykias �a" Rx o Q u cuT FcR f�a'v PrsciUL - �/ .� _ _. -. 2 R16! D INS . J . o. R� DRAWING #21 � l Detail ro. �wv 47 EaSE �� r2'o WIDE j TNh15ET ? LE I I TN 15 5!-! EET. \ ' -- -- --- - ----- ills C�fwve L EtiED — 1 S P1 3 4x4 No. sT �' Threshold at Wood/Tile Flr. Int. Partition Type , _ f I' - oN 3' = 11 ' 0" -- - . . e '• V on -� - Fsrl FI b i it o _ + � . � , , . ,a_ ®� ®� it c //// - GONG `-3L ��G" E /2• s I _p� d_ Gr2UI WICK 6.5E is 03 P 2 jt � Detail at Entry / Bedroom Step z M 0 3 I Was so— O n � y�pOD STUv co r) GYP5UM WALL. 54ARv ` O3 GERAMIG TIES Threshold at carpet , Int. Partition Type Key_ is DO 64712 8 G•o'4 . 5040 (9'Zta 51.6 TYRGAL Zx& SrJ� WALL_ FOB RE(NF- , SEE �a - .rf - -- - - - -- - - — - - - - - - ---�� SEE . IRCH Di✓Ca5- —� ' i SECTION I /246 u'U ti 34d Tye G PLYWGIOD (/ 340 T8G °LY(GngD I �8" B - a• o r -bolo .. ... .., .., o �--- j a m : . .: 1'07/1/ ; : - r V� - r ldo/o)0 (aol o) ;? — - - J. I U tyl Td( W/ Gi!OCKMG FG__�J TYPICAL TOP OF 8`' - I 3 - 2.c /O FLUW-1 - 94G ELS 4 WE6 677FF. • - { _ I ' • I F a co CO -YC . .%YHU 2xly 1� LEDGER- SEE - - - L- 7 „ �O° : _� � cro�e ca . O .+ y W' z " y . A BATS SEc T,"Oh / — - L. .. c°ti" v,;� co. c. PIE ch N r/ 1 ° ° -o" cP t0 i r .. . ...�� . . to ri !O Tc(/ (� O) co OR EXPAN. Sl r .�, O Q U �- N BOLTS C 210_ r a�tl 34" SHIto , N N T f L h /2 5 C . C co \ - - - - . o O SEE ARCH ✓l/GS . \ f}y �� ' �t ! � 'v'O) Oro) �� \Q 'a m J \ - — _ _ _ n i 34rr Tv0 PLYW000 r- -� / Q n- v AT CONS7.UCT'G,V a t rr �� - - d0,',•YTS, a:.E 116- ErJ1GH IO :dl W/ S�MPSO,N U3/O ✓01ST HANGE2L ( O� a (d5 rO) C"EAN CO.ti'c:RETE 3 d / cSURF1CF 4 LAP Pk EQUAL)- �S'ECTIOIV s1' 4 ° / O I � ; - � - �� 5 ,� - � � � • � r . .. - 4 =G x 4-!0 .< 1-O COVC. R40 -- 3 r ic;.wr. E �o�. c'E/NF_ 3(;pOA!✓lETERS. - 100 O �- � i h d �t I g I ♦ (� o) 7 1 — GV 4 5 eACH WAY A'>T. 9i \ o . -o ' / Q\� P:EK i ' 340 <S/{IM- - - A 4 • / L F 5 -- - - .. ' J L_ `/ 3 -2x,0 FLUSH ..eiI ON ¢0 FREE -�AIIII G,IAVEL • PLAN / AT/G:L ;1fATrC/A - (5!534 3/ lY� 2E0 HEAD S 34 A _gr1O I AgallND 4Z, AT 6LA6 (7Yf.'� CaT6 @ 1W OR 11 - - � 9G `B HEAD W63484 a -r5- — — - • I I m - - — ANCHORS @ Ira" 4° CONC- St 448 - ON- GPAGE " \ TYPICAL _ REINFORGNG UV 4' FREE JR�t;.v(rvGi G�eAtiEC. •• • ••• 1'Y to - O", 'Tr.°- . ! � l T ' �SW(M'l9(NG POOL _ AT ALL B" CO.YC. I - 9110 SEE .42C/( OrYG3_ � . P _ FOR 2ElNF, SEE TOP 4 o5oTTOM j <r 4 WALL CE,tiTEre_ L � j Q -- •• I_ 2X4 KEY OR 'a4x l � COMr CONC_ FOO_rZNG 2x4 KEY OR #4 x ♦ TGQ° 454,e5 c7YP/CA_ � . 2leol / " 00YE&S Co 2!°. I AT GOKCRETE WALLS. 2r lo POWELc$ (�fYPCAL '.• � Co -OXlo - ox1•a Coruc. PAO I ----- Flo s s 8G O 7YP/CAL !!4x I�o . � S/ I 4*4 CONT. 0 CONr COnK _ FT& I I ` • v � AT CoVC . WALLS _ ` sf r I 0 ! o " J / 4 ! 5 I. - -�a�5 N _ K/HIPLr°Gt2L . SEE 31'0 oR 2 'G SEE PLAN - AKCH- Dl//GS . °t ; ' C*�r_i✓L . rC'E(NF. CONC- W/ GxCo -(O/.G 61 WF 70P OF SC.AG ELEVATION = 9( O- � �p <SECT/O(U 3 - - a I /f&, S W6.!5 /roe �:,;r _� �� " 3411T � c, 109 0 I - q • 2X /O W/ S4 .S///M --- -- -C- - -- 9 - - j t 2x67 6TUO MALL - ATTACH PXiT. To W/B 1 ✓ 2 "� 1'0 T✓l W. WW 3 • . /a�,o 3 " T �. PLYifL 71� 1 t L BOLT Ti/RU GxG 4 �x - 4 5 2 -r� CS `A4 a R D, 5T/FFE u S d 5/M v ea" LAC AZ7 IA70 4-2x10 - IJ,�O ./ST f`Aw'ER5 I I A 6e 0 U I T✓/ Pl IV06 3T/FF�3 I 2 2 � ALTS I _ N �l0/5T H�}�t/ 4S I - W/8 !1//CST , 4LTE2NraT, .0 i 1'7X1'7 (11) 2t 12 ¢ 2 2x1'7 P' U3 34 " x 11CL?2 REST !Y' ST�=L COL - SEE PLAN &HIM • .5✓O� ATTACH Foe .�'�� s•'.l4P,= °� � G`�,q, J , �'MP.�N P� �o 848E -v' I. ,W 3 - 12 m BOLTS C2-8. co 29 4045eg 4 e i! ARcH. O/VC73.� - � r 2 x /o wj✓sT J / M r1ANGEp I ` I I i � N � /�l �� - - -- O C r I _ o o a3 Q T1E8 ;a 12" I a21lo i 31G . Zllo v q 5 //r' 'id) V.0RT. p (I %'� ;' _vp 44 °�N- .5..#R/NK �?lill; 8510 r— I a�- MA I -- -- - -- - 1 . . -7 • - - - PLAN AX 45L:V, J - ! r 8° (2/ n /Z1 J 8y a� 0 vWGS 01 '51� 418 26-10 4e FO NDAT'UN PAN 4 '1 = r'O TOP CF CO.YCKET'= Wr9LL ApOr J :HLIII = ELEv4rl 1'v W 1/ 5 TOP of covCRE E FGYJT/NG NOTED THUcSLY f,c=E%ATtON) Q� /' T foN 3¢ "_ /_ FOR f'_YWOOO SEE GENERAL .YOTEc5 . y C• S( STUo .SPACING AT dEAPING' mum IS TO 6E V! sec ARCH OWG.S. FOR SIZE CF WALL<s OI EN61CW6 7th STUD WALLS. FINAL FGOTl/ * ELEVATIONS M.4Y MARY ,46CG)P NO 7V ACTUAL OEPM OF 5fdpW(N6 STi eW, &2/Oo GENERAL NOTES DESIGN LIVE LOADS : t` a . Roots _ 70 PSF ) u7 (D b _ Floors . . . . . . 40 PSF ¢ O PiW "40E SAM 00 C . Wind 25 PSF SFw T)? 56GT/ON5 e d , Earthquake . . . . . Zone I 4�/ MOZE5 f-Oe ,&/A/ .5E± SECT/O�( � $/M. co FOUNDATION DESIGN : 4 CGUC. ✓LAB ON 4 fRBe G)P M1V4C, ¢ _ a N CR4VEL . ?E/Nf, W�( G- /oi/o (1!it!F• �D 6 D Design footings is based on a maximum allowable bearing pressure of 2000 psf �t , +� i o on the natural undisturbed soil , or compacted structural fill , below frost depth . 2n ! �Uu `'► `�I'� ! `/`/" `/3¢ - 3_ _-1my oC4116_H) 99_=_/ _4_ (D _) U b_ Refer to soils report no . 17 , 321 by Chen and Associates , Inc . _ C . Soils engineer shall verify soil conditions and types during excavation . 4u t -- ' - TT C" d co .3- 2x10 L �Q (FLC/5H) - a j REINFORCED CONCRETE : / \ � •� a . Design is based on " Building Code Requirements for Reinforced Concrete " (ACI 318 - 77 ) I V + N a Concrete work shall conform to " Specifications for Structural Concrete for 9y' /� - --- f _ __ _- - - 2 /O L4'� s: � C i Buildings " (ACI 301- 72 , revised 1975 ) . 5 C N b. Structural concrete shall have minimum 28 -day compressive strength of ' 3000 psi . a � 3/0� i N } � O Kt N ' V t i S= c. Detailing , fabrication , and placement of reinforcing steel shall be in accordance f i i s3 99 9 4 / qB://3¢ 3-2x/o L?X-LzR caeo°rw) 3- 2x6 a U m - - with the Manual of Standard Practice for Detailing Reinforced Concrete Structures A � - a p co (ACT 315 - 74 ) , a� L d -•4- - --- - - . .. - -- -- --. . _ _ . _ - .. d . Reinforcing bars shall conform to ASTM A615-79 , and shall be Grade 60 , except ties , d ' _ r field-bent bars , or bars to be welded which shall be Grade 40 . +� �2/Coq� COAC. P.4D c�� _ _ _ _ _ _ _ � E'EN e . At splices , lap bars 36 diameters , At corners and intersections , make horizontal �} i - - - -- - I ••• bars continuous or � � � �EE SECTION 3 » I e , provide matching corner bars . Around openings in walls and S3 q� y4 h - -- -- - - - � _ R I �)Y 2 !O T✓/ 5 !/NOFlL )L+� slabs , provide 2- # 5 , extending 2 ' - 0 beyond edge of opening . I V - /lyP/CAC . - - --- i I A/q L Ad klz � \ &+� f. Except as noted on the drawings , concrete protection for reinforcement shall be _ - 7 - - P 9 P � - i - - ry+p - - in accordance with ACI 318 - 77 . / - ---- V g . Provide continuous shear keys at all construction -- oints and elsewhere as shown C93 on the drawings , LTOP = /¢ h. Welded wire fabric shall conform to ASTM A- 185- 73 . �t i ELEMTION i0010 r i . Exposed edges and corners shall be chamfered 3/4 " . ♦ j . Anchor bolts for beam and column bearing plates shall be placed with setting aOA F $*5CTION /® J N 1 4 v 5 templates , h i I (D jYP, s/ - - - �► i A �+ STRUCTURAL STEEL : i � a . Structural steel shall be detailed , fabricated , and erected in accordance with 99 93 4 x • . tV AISC Specifications , 1978 , and Code of Standard Practice , 1976 . b_ Structural steel rolled shapes , including plates and angles shall conform to ASTM A36 _ Tube shapes shall conform to ASTM A500 Grade B , 46 ksi yield . Pipe I y�j �//3¢ b �0 98 //�� I shapes shall conform to ASTM A53 Grade B . ryr(D �y h c , Bolts , including anchor bolts , shall conform to ASTM A307 , Bolt size shall be F/ 3/4 " , unless noted otherwise : d _ Welding shall be done by a certified welder in accordance with AISC and AWS WI specifications and recommendations . I ! ri�lJ�.- uOiST m • '/^ �+ `J I e . Expansion bolts shall be WEJ- IT RED HEAD or approved wedge type , installed ( I , S: , {Gf . a :O 5 N It in accordance with the manufacturer ' s requirements . s: I m / A✓U, J e?_UiMN ? )` ; l•«. ». ../ m Ca f , Headed anchor studs ( H . A . S . ) shall be attached to structural steel with equipment J, B approved by the stud manufacturer according to the stud manufacturer ' s recommenda- p ` Af tions . t(D 99 =/ ( _ _ __1 - Q hoe Zt k GROUT : - - - -- - C) / L � _ _ - _ a . Grout beneath column base and beam bearing plates shall be non- shrink , " Embeco " , I I � I - I - 4 S g x " Five- Star " or equal , STRUCTURAL WOOD - FRAMING : O L' • ' h a . Except where noted otherwise ; all 2 " lumber shall be Hem-Fir S4S No , 2 and better , .• I i � II I 4 = O and all solid timber beams and posts shall be Douglas Fir - Larch No . 1 . AWUST uY!/SST S"f1C/r'YCY m �� b . Studs shall be Standard grade and better Hem-Fir , Finger jointed studs , if used , i To r1100 i94-W&VO. Ni shall be of equivalent grade and species required of non- finger jointed studs , � ALklUST d0/�4T SPr9C(NCi � ; �, N and shall not be used at exterior walls , �x TO AKA/D PLUMBING_ ' • ` C , Top and bottom plates shall be Douglas Fir-Larch # 2 and better . d . Provide solid blocking at supports for wood floor and roof joists and lx3 cross- - -- - -- J L -- - r bridging and mid- span or at lines of 8 ' - 0 maximum spacing . - e . Except as noted otherwise , minimum nailing shall be provided as specified in 3-2xV 46!) � R - (FG4160 - _ ,� " f he U., B , C . 1979 edition . -_ � - - - - -- - -a --- --- Table No . 25-P Nailing Schedule o t •, • .z . s • , �} f . Plywood floor and roof sheathing shall be C-D INT-APA with exterior glue graded in accordance with APA standards . Panel identification index and thickness shall - --- -- � -__ 3 2c/O LEC7GFrp IFLUSK - -- __ be as noted on the drawings . g . Roof and floor joists shall be plant- fabricated I - series with structural wood I - -- - 2 ' flanges and structural plywood webs , and carry ICBO approval for the composite f O�# � O)- s - N � t section . Joists shall be designed to support the full dead and live loads of � ! 3 Z"IO the roof ( 15 % stress increase shall not be used ) , ceiling , and floor and any Z ♦ i 0.4 :(¢ LF R (FZLkSH) other superimposed loads , Bridging and blocking shall be installed according to the fabricator ' s requirements . Shop drawings shall be submitted to the Architect for review and approval prior to fabrication . a __ h . Lead holes for lag bolts shall be drilled in accordance with Table 5 , 1 of the - — --- -� '- - A , I . T . C , Timber Construction Manual , 2nd edition . AT TH/3 LGLATION ^ i . Where light gage framing nag nag chors are shown or required , they shall be Siml: son y j ONLY - f'taC�T �iN?- - - � " Strong Tie " or equal I _ C _ B _ O _ approved connectors and shall be installed with THQL1 6 CGn/�• WALL the number and type of nails recommended by the manufacturer to develop the z4= W/L 6X4)( � x0�� rated capacity . -` `~: ( V /2- � x (o A.A • 30 r , BACKFILLING : <� SEA S✓M. a _ Do not backfill against basement or retaining walls until supporting slabs and 4 floor framing are in place and securely anchored . SHOP DRAWINGS : 1 U a . Fur sh one ( 1 ) sepia and one ( 1 ) print of shop and erection drawings for r • v � ' +J reinforcing steel and structural steel to Structural Engineer for review prior to fabrication , STRUCTURAL ERECTION AND BRACING REQUIREMENTS : W a . The structural drawings illustrate the completed structure with all elements m in their final positions , properly supported and braced . v 4J _ O 06 b _ The Contractor , in the proper sequence , shall provide proper shoring and bracing + a O as may be required during construction to achieve the final completed structure . Q p T N x K .�� co i ? N nt Q) t J Co ' i e S� 3-2CR0 LELxiE�l' FL(kSJf J 3 ZxIOl�DGf�C' (FLU,Sf% a '•`' a •.. ;. is.. . . � � 0 � Z w (d 7 0 N FOUNDATION � LO?/Er' LEVEL F�AMINO f°LAN �4 °/ O � TOP OF CONIC. NALL NOTED r//a&4r- aFV FG `ZY4W,9 SEE CrENEl24L NOTES. 'TOP OF CGINC. FOOTING NOTED THU.SL.Y= C k, FIM4 FLMAU ELE(/.d IONS MAY MRY 4,CCORO/N4 TO AC7UJ44 VeerH OF BEA.IP/NG's .STrI°ATA �( • MUXATES FY(JMB/Aki I(V FLOCW TO AMID W/ �/ST /14YCY1T SF� AAE2'J L7Ht3S_ FCrp ADDT/L, f'LUMBl�t'a � LLCAT(O(Y�S. q SW cS 1ki a 4T 45EA2/NG WALLS (S TO 6E 1Y .SEE .4KUN DMGS. FOR 577 OF M444S ¢ DIMENSIONS TO STUD WALLS. d EXTE,t g2 - •STUD W&4 S 4:� 1AYTEQ1oot 6Eolenex Pwrnr(ONS 4&E .SIi 4cLc LO c0 2xG STZID S4ZZ i °D SEE AMV 00w. ... . . 0 2xG W 3¢n i I! -o' O C ca 4N CONC. .SORB W/ 2 LAYERS II V � - - - � - � a N U SLQPES 43/7 J 3 . ORAX - SEE j _ 109/0 a - -- v \ f0. j r`LO ro 106!4. '63 94 - A,ecH- OWaS_ I -_= - - - --- -- - - -- a io I �' �10L3Yo I • DI I i � — co N - - x : _V J u 10 TJ ' S AIN,, ; � U � c ov _ - 3-2X8 m V ° o Q U l m 3 2,a3 �c O _ co j C'3 cif Q a 0 / GFlYdE LCox4e Sim 4foecpETE TGwnty4 M�/ age ¢Y EXFXN_ ON e Moues - CGIQE . f/A�S X 310./ Q)4♦(C - -- -- SC Ad- Fqe .PE/NF- SEE - 4- LFG .AC L4x4X se ✓ "1 ! 5-2x6 W/ 34n� EXPAJY SECT ON I j A,VCKOR�S N 3!O_� a 3 2x6 TOP oc 34" I°GYWOOD +(D = Lip 18„ Q I , ' j ELE�Ar/a.v = 109 •o - , n -- - -- - - - 1p sm Pi �� tV z - - '� I i C LO Ql I GI J.YC� OF rUALL sECT(ON s 3 34 " _ /_O fSECTIOtN s3 34 J, _ /O '� I ; I ; z ABO✓E AV 4 tar I I 4 ul 4t • i N w �/ �il 4 3a ... ». 63 ♦ I r, 1� / I /j) I 4 'SEE ACT/OJV �t _ . ' Vl , I _. �7Ji13 SEE pcAN FOW ELEv - 7ry�lcAL - k" i m ,p EM6EGiGEO - - -- d --� -- z&x4x3c4X0•R7 GA' Us.` I EMCSE�ED J rYP. — LGx4x 6xOt7 DIMENSIONS . - x -- -- � ' • .il - �— - -- X OF 6EAM SECTION s3 PLAN —--- - -- - - - - - -- - - - I AL KIST - d04ST �0 vG M,%rpPZ SAM PocKE } - -� �y FL- - - 107! //4 - - - -- — J - — - - - ,STEEL 6E4M - SEE :L'AN6 2 -ZKG STUD 6YRLL. % FOR .SIZE E LO&IT10N.S_ I SEE e4my LaWGS- 3 I 4° MAC. SLAB --- 4 � G F�YWtx� WI 2 L 4mcks OF , 3 E rrPICAl S`�crroNS c -3 0 T Gxlo- �O//O r - �T 1/ 4 GENERAL 4VOW FO,C RL�INF EMEI! Mr OF - - - -- -- a - - zx� ,� sLRe /as(� — J s I 4aCAMS WCAFION OF 4!'9 �F-/ KJ7 !14 i - - p7J/! - �- . 3 r 0 E.IMM&O;V AXWO,i.S L &X.4a5/Gx015 w/2 ¢ - ROWS J2� / 60L78 I M!?3 ':l -�J934 r ' !O� TJ/JSJ9s4 o i I `}J -WOOD CGY_UMN - N SEE PLANS- : n ©� L..L.. I FOR C'ElNF SEE -�?' a0: - �1 0 - L.i.. la ` , --1��- — SECTION 0 0 z � L - M .�, TYPICAL sTE`L 5E41M o _ 9 / — -- - – -Yj (� TO WOOD COLIIMN LZ`TAIL S3 4 I.O 3ECTIOIV ss 4 ` I " U - n ij 1 to ca m Alan v N n 2- - m M/00D HEADER - SEE PLAN a- O �r-93¢ Lo" LAG 6LYT. � — -- - _ — - t ?? • .xr -0 Ul —LGx � x 5,� X o!s. _ �Ii4IN LEk2EZ . FRA�liII,N6 = -PLAiU �4"--_1-O ° Co X>O `PAST - SEE PL.AIV6 - TOP of CONC MALL NvT�,? ;YUS�Y- ELEY ? rCl:v' - . A�L HEADEKS .4&F TO $r 2- 'x� 'S IIA'LE<SS UTHSkPV&- NOTED � STUD SPAC,'NG AT BEA+eIU6 X- L,:..S JS TO 6E 16�r 3CE ARCH- DWGS. FOR SIZE OF WALLS <i DIMENS/LNV..s TG' STIO MALLS- TYPICAL POST . - INOICATES wLUMSM .'N F.:000 TO AI/O/D WI dOISr LAY0U7-* SEE ARCH- DWjzS. Fae c� / ADOi, IONfL: PLUM&N3r 6 LOCAT1UN a F� TO - WXM COIVIVECTIC tr% 3 34� = l - O FOR MEMO 0 - SEE GENERAL NOTES- / EXrZ.CXie STMO WALLS 4 INTERIOR 6E4eM PR,rITkW ARE L%YK4 eP Q L lIEAA=R' - SEE V �PGAN FOY2 SIZE- 2xG 5700 iN.4LG _ STC/D YUfILL SEE SEE ARCH DWCxS_ Lo A&W. OWLS- FOW -- C� SlZE• — - - � � o O V co o 34" To PLYYk9QD j ••• ... I' — o 1 r► i ; ; U ' M 2- 2xp t:k)") �� i \ d d ro �� IHOc ATES Y.1N� OF //8�O / � ' \ u � N � �CID —° �° L�EAR;YlG STL/pS - 2 c$f!!M 2x/o5 � Q4"GIG , - '(� ice- N N SEE °AN FOR . _oTdAzL NUM�K . 2xlo .� W/1 r GLOP ke - C N U 0) � m BOLTS 2�8 O (A — x L 2WG STUOS ARE 70 (STAGGERED _ 'a Q C m &O X VS MNR S ¢ THRU JOkSr SPACE _ U WEB S77FFENERS WALL EA- 4 $FLOW TO CO,YC. O ca O co - '� , _ - - S!!)' or 6RG SrUO_ FOZINa4TION WALL . 1 : �' �. •• • ad Q a M r i l . 1 � ap FOR BUILT--Up cswrmI^a .7Eot � 1 10 rM5 W/ WEB ' 1 x 1 ST;FFENERIS e / '�I F N N N "aa •••� �WiaTEK°k�f/NQ, SEE 4krH DWGS- - tl i c1045T HANGERS / 6 / 2- 2 r OfL�N ry+v --- BOLTS @ 218 . - - - - - - L_ 3 - 2x6 -- 1 AD�7 2 Ti/1� BELOW 22 & I '.a 10 WALL ,4BOYE. i a CSCOPING) 3 -2x6 UFL - N SEC TIC �4lI = j/ o s�cT�o�v 34 " = t'o t- 3 N 7Yf01614L BEAD'/!kG ST[1i% 711ka" WALL 2 0 � 2 Td/ 5 65ELOW WALL �►+V � .4- 2 3!4 el ti l - I / 2x4p STUO WALL- a . I • i SEE ARCM. DW543. 341 T¢G PLYWOOD - - -- -- - - - -- $ — --- - - ilB O Z.AMPS00 2xla C%W W11,2000 6&75 1 4ckaAR 2- 2x& ON -- I. - --- - - 57U0 WALL IO" Tdl�S Wj' WEB �- ALZ1dST JGLST 3 \ ►� av3' M I • Spw;,NtG TO SAMSON la A/70 d00T HNGR RxKET 2- 0 — —.-- `.. - • - i - W8 W/ WNr 2x8 E SNGYI M/ 2 - BO?s nr, I — • 3,%JSN J �7NG TO 2x 4 STUD WAGE (&MIYAO� • I i �0 � go -IM5CATEcS WALL od • /T j I A80YE CrYP/CAL) ^ ' TOP OF 34 :`CYO ` O i 4 - - TO AMD 111MB O, (� � N I avc , O . CLO a• VI _ LOW ROOF- •� 2xlo F.MH LF.G s6k � �Jj W14 -16d NAILS 3 2x 8 3 2x8 IN EACH .65raD T� 0 Co Sz�COIVD LEVEL FeAtV ING PL An! �4 " = 1- o D ALL YEAVEZ5 ARE TO c 2-2xG's UNLESS OrHERW16E NOTED. STUD &P,aCJNG .A; BEA,?/NG WALLAS /S TO BE /G: SEE AC'CN. ONKsS. FOR �S/ZE OF WALLS 4 D1.1-1ErYc5,'ONc5 TO .STUD WALLS • !ND/CATE.S ictuA45w& /N FLOQQ TO A✓06g w' "T- LA*rour .SEE ARCH O[rx5, FOk AOP r,ON„L PLUMBING d 40CATlON6. FOR PLYWOOO - SEE 6ENE2AL NOTES- &MYROR LEWD WALLS t� .NTERAOR 8EARIM5 fNRr1r10,VS A3E SHAOEL7 p M C� r OD - V m .2 Tu116 x 610 &OCKEO Sato CA - - - - - - - c 1012 - °,S/MRSON n A35 ANC 3 2x8 3 2.g LM o EA_ &Z;lF OF EA d0I�4T �_- _ 4) to, U COROP/°EO� - (pR3�1`t°ED) / 3x 110 &CII D UD'O'<N 2 /4 4' T N co N z - - --- O ��'i z �cSIMP�SONpA35 A/lE"f(ACcS ' M_ > co EA. S'DE OF EA UJlSI' � .0 co a to Nip EDtiE OF C o mo 0 co co r ell -- -- - — — — r - 0. c� �s Q ° M I n CoF tDI_YWOOV h � I M ELEi% @ LACK = °f V - - 3 2x8 CDROPP - - ' I j : 122! 9�z. E .� - - 2 TdIS EA. 0 c5iE \ 091G OF FLUE OPENG - c4EE ARCH. J+'i'uS_ I I �, -- rO;TN M Ix L - - - � - 01 I � 12® FLYl�00 I 7C1° PLYI1�aGi0 ELEI% � e soLAR cac�crae OOL i � FOC' COLD ROOF I I SEE All : -• rJ 14" Tdl�5 � N CONr WEDGED _ i - -- - - DOA5LE 2xla 5 Top -- — N f! `- 3 -?xli8 EA- SIDE OF — BUTT LO{'l'E,C' FLANGES OF 2 - - - - - - -- - ClOEN/NG TO EXTEND Td(NS MOLFTHEe AT RrOGE J w I TO 70& PGATES- OF UNIT 32 ONLY. I __ - h - - I — --fi - -- - --- !a-- Ti �CONr 3 - 2x&16 suP!'ORrEO a ' -- 4 -2 ' 12 (fuJSt♦) j AAC.HORS ER_ �SELS OF EA_ SEE A, AT EA. ENDrcS/MPcSYJN' 1 Offas- FOR HHG HEAOER2 HANGER 4 a I ) I - , r LmeL• 2-/4°Td/ I OPENlAC; siZE� %4"N - - - ; I i . 3 -2x8 CQ7OMOEO� — - i N i LG W13 .BOWS rs E ) �---- - - ; �CT�ON s5 3411 = 140 ?x!o FCl1SH LfGY.iER'. IN & CH STUO U 0 (OPEN • I +a-- /D • 23d 24& .► iN i . I 5 -2><YL (FuJSM j 2x lv Q 24 a /fi' .SOLID -- !, �5U?PORTS ►V 4 - 2xi2 (FUJG�1) g "I WOOD -- E.YTER/OR 3HEATN/.1/y �` I , od - " y2,, fzYiYOGiO - - " - -- I L SEE ARCM. G1WC3r •FOR EX7ERKIR aw.47HGYG. - - --- O 3LOP.1N6 pECK, A2f1/N5, I • •� ;. ... SOL,4R COLLECTOR$ t 1x4 sru0 TRIM fJETA/LS . NALL 2x to STUD if/AGG /'ROl/IDE "SIMPSO,V�� U2/O ? E(X+E Oc AMF co I HANGER (OR 604471) EA_ &VI I ♦.d V) U) I 0 � 3,¢nPLYf g 4moTH/NCyI I 129 X3/2 � i - W14 W/2 - CON7: 2x /2 C tII ; r/l,8 xlllmm 3T1FfF 24 '-- - Q RA • 9/LaE It 2- 12 . 0 ,.NMP.50N 11310 4/37. NAA/46R5 0 BOLT3 P. 2 'B n 3 - 2x12 r�;'2- 22� / 2->" �e ROOF FLAMING PLt4N � /! = l� O $ 13 ----- � 0 123! 4 (2xlo @ 24 {W/ ACC HEAG�RS .4CF 727 t5c 2 -2WS UNLESS OTHERWISE NOTE4;' 2xG ,4TU0 /Y/L (G YGWD) " g%t4PSON AJ5 I 3W SP•40,Y6 Ar 66ARI,VG WALLS ,S 7U 6E Zola SEE AI OWLS. FOR ,SIZE G �r ^ / of WALLS �i v)ME,'1k.51O(vc4 TO cS.'UO WALLS_ 5045 C.. Tl ON ^^ s5 �9 ' s /. Q i ?x4 snlo &ALG a, w&yONO) FOR WOOF PVrAVOD - 3EE �.ENERAL NOTES. EXTERIOR .STUD W441..5 e rfWaII lOR CEARINO PARRT/T/ON(S ARE 6WOEO- od LID ED - r 0 v ro 0 0 U c ��II ❑ (I`ll C>' a� C d U a ca 0 0) > I� Cis c4j � � r � 0 L ._ CD W � oc bm I c, ce Qn. CM°o A � k 12.4 . MECHANICAL . E UIPNIENT SCHEDULE - " � " I � � I I I 'o=� r .s 1 � o OdoroxidanL Cells, PURA FILL- PC-22A ( 2) nd PC 1ZA ( 1 ) , ngmrnal ` 1000 CFM I I o 6 y: and 500 . CFM tspectiveiy with 0 . 33° . w . g. • S . P . loss . - Complete with 150 lbs . ( I ' •• Pa�F .hV. 60 ••• ...St! of "PURA FIL1 media . 2. Particulate "Filters , OISLTRAP MV 25212=35- 12, 24V': _x 2%" x 1 7/8r . t I , Q Supply Fan . PACE U-15F, 2200 CFM .@ 0 . 625" `E S .P. 961511PM, 112 H . P . , •CCw-TH. configaration , drive' guerd. O4 Returq Fan, PACE 0ASF9: 2250 CFM- @ DOW E .S .P . , :'495 . RPM, 1/ 3 HOP. , Cw-TH cohfiguration , drive guard : I I I . I �I�1-I -mwAtca CFM"u 5 Evaporative .Cooler, ALT(M WDNI-S50 comRlete. , b Electric Duet Heater,_ TP.I P015-12184 . 240 V/ IB, 2 stage . ` �7 Control System* -HONEYWELL or equivalent: "°`"a'i 2` stage ()eat/, 1 stage cool thernlDStat toniro11w1g duet heater �s pt =And slinger ��— — — �`\ / J - — —✓ /r • . IaT r —mil_ /�'��i % � motor on Pvap. cooler. RA/QA motorized dgmpera mgdplate -('{lrbport#onaf control ) to maintain humidity ratio get pof9tt- vte-iuAid1Atat. Incli* auto(mtic evap cooler drain dawn System consisting of, iricoming O A: tertlperature.sensor which \ xiases sure ine -to s . ftipat and opens sump drain Iine it : .temparatures I > u — below 366f. vie 24 V. solenoid valves . , Supply and .return fans r'un continuously . ' I IIZ � t �a►J tAtit FAQ I I I ( / �j -� IL"� " Aim CAXt { O TUTTLE -A BAILEY 4200 E0; SA finish TUTiLE J1 .BAILE A70D, RL finish 1 41 im to"x12' p AU ND �u QDE¢Gerx�N� P�rntl " TiJTTtE b +BAILEY. A980NF U u MIA v . - . l - � cucru�n-�. ►�u°b'�vo -i.r,M� vab,t�r � Ll - . - , tom"` __•- -^�-_ e _-_._-. 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