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Home My WebLink AboutLUA 96-150 - Large Format hp m PL O T TI M E : 09 / 1 1 / 9 6 PL O T DA T E : XR E F : —X R O F ~ — XR E F : TA L T I T L E PL O T VI E W : AQ O 1 DR A W I N G NA M E ; TA L S I T E . D W G — i ———EE = = = = — — ———— ————E + I i l a) ie oe —$—$—$$$$ MENG ASSOCIATES ® ARCHITECTURE 2° PLANNING rene 21C= WESTERN AVENUESSEATTLE WASHINGTON 981212206 448-954C TT be] a RENTON SCHOOL DISTRIC | TALBOT HILI ELEMENTARY SCHOOI SCHOOL SIGN ANIL) fot A OAD) f : a 490.96" in ~ ee ee = — ee 4 ee + — rah BEA | S po r rest | f hi | A wt ey : \ _95121.0¢ STAMP} gy \ f LINK e; FENCE (E) FENCE. TO REMIAN J CHILUER | TRASH | | DUMPSTER PAD | NO2°17’°35°E 45.22" CONTENT! ARCHITECTURAL SITE PLA "-6'HIGH 3) © CHAIN >: . LINK FENCE 6’ HIGH CHAIN Oy LINK FENCE Mics ©-- GEE ae ©- a= =- i N88'16'49" WO ne ame SHEE ARCHITECTURAL SITE PLAN 1” = 40’ 2 DA O ES , ; LS MR NN N oO i, A TO T SA I N MP M I 8. 9 35 , | STS Fier owe F Si er e ai n : cm ie s fe a ma e ee n a gE ee RR Ee Re n ua Proposed Plant Palette Site Landscape Plan Plant Botanical Name Common Name Trees (Deciduous) Large | Acer rubrum “Armstrong” Armstrong Red maple Fraxinus oxycara Flame Ash Fraxinus pennsylvanica “Marshall” Marshail Seediess Ash Quercus coccinea Scarlet Oak Medium {| Acer rubrum "Bowhall" Bowhall Maple Cercidiphyllum japonicum Katsura Tree Flowering/Small | Acer circinatum Vine Maple Betula jacquemontii Jacquemontii Birch Cornus nuttallii Native Dogwood Cornus kousa Kousa Dogwood Prunus yedoensis Flowering Cherry Pyrus calleryana “Redspire” Redspire Omamental Pear Rhus typhina Staghorn Sumac (Evergreen) | Cupressocyparis "Leylandii” Leyiand Cypress Pinus contorta Shore Pine Pseudotsuga menziesii Douglas Fir Thuja plicata Wester Red Cedar Shrubs Arbutus unedo Strawberry Bush Berberis buxifotia Macellan Barberry Chaenomeles (sp) Flowering Quince Cistus hybridus Rock Rose Cornus stolonifera Red Twig Dogwood Cornus stolonifera "Flaviramea” Yellow Twig Dogwood Euonymus alata Burning Bush Euvonymus alata “"Compacta" Compact Burning Bush Mahonia aquifolium Oreoon Grape | Nandina domestica Nandina Pieris japonica “Forest Flame” Lily of the Valley Shrub Polystichum munitum Sword Fem Prunus laurocerasus “Zabelliana" Zabel Laurel Rhododendron "Exbury"-Mixed Colors (No Common Name) Rhododendron "Unique" (No Common Name) Rhododendron "Vulcan" (No Common Name) Sarcococca hookeriana "Humilis” (No Common Name) Doublefile Viburnum Viburnum tomentosum “Plicatum" Ground Cover Cotoneaster "Lowfast" (No Common Name) Gauttheria shalion Salal Hedera helix lvy Hypericum calycinum St. Johns Wort Mahonia repens. Creeping Oregon Grape -. Rubus calycinoides “Emerald Carpet" Rubus Viburnum davidii Davids Vibumum Lawn - Lawn LEGEND LARGE PECIDUoLIe ZHATE TREE MEDIUM PECIPUOLS SHADE TKBE Oo SMALL/FLOWERING DELIPLiCHS THEE iv) EVERGLEEN [KEE pe eHeUbA|GROEUNPC LOVER Ai] TURP NOTE! TW) GeosioN ZonTROL (see civi, ower 14 ,o? Be ge fe ieee + = i. . ba + Est ft? eee ee = SS WS ee eee eee — oO SSS... — ——_—— See ——— Ll met! We mee vee ner : PB s ise __EXIST. R/W ‘ad J ssi =< ~e sams ¢ bendierdiamimnetie Sree ath, ag ae oe ee o ° a 4 tee “y - a 7 ww paws STi _ BICSWaLEe /ERoe AREA BBE BITe TYFE At GHRUP BEDE qu MIX22 SHRLIS ON ZTZEP ZLOCS: WR P-OWZEING QUINCE, CK ROSE, LED Eg YELLOW TWIG nogwenia, EHONY MLS 4 DOODLE BILE VISLIENUN, (TYP) NO2Z’17’°35 E 45,22" SO L A S 11 ° W |. FOR TREATMENT OF EROSION CONTKL SLopee (241), 628 SITE CIVIL DWGS 0. PLL SHRUB|GEOLINIDLINER BEDS ANDO Tune p<BMe (£1) 6LOrES SldmeL [be JRC GATED %, FOR LIMITE oF PWS, LANDSCAPE SITE PLAN 1” = 40° ae r a t e EE ea 11 : 0 0 am PL O T TI M E : 11 / 2 2 / 9 6 PL O T DA T E : TA L T I T L E . D W G TA L F L R . D W G PL O T 95 1 2 1 \ T A L A 1 0 1 . D W G F | N | S H S C H E D U LE MENG ASSOCIATES © ARCHITECTURE »® PLANNING x Ares Classrooms Floor: Carpet M1] Commons Floor: YCT ecm also Resource Classroom, Base: 4' rubber Base: 4" rubber Kindergarten, Music) Walls: latex enamel ¢ tackable ving! surface Walls: Epoxy paint with accoustical wall panele a Celling: Epoxy paint on GUB Celling: 2x4 lay-in with regressed! grid I] Typical Tollets Floor: Ceramic tile 4) Gymnasium Floor: Pro-Gym Carpet 2108 WESTERN AVENUE®SEATTLE WASHINGTON 981212206 448-9640 Base: 5' ceramic tile Base: 4" rubber Walls: ceramic tile to 6'-O, epoxy paint on GWB above 6'-@ Walls: Epoxy paint on veneer plaster Celling: Epoxy paint on GWB Ceiling: Pefforated metal panels TITLE pu Typical Staff Toilets Floor: VCT Ml] Food Service Floor: agin Bi Base: 4" rubber Base: 6" rubber Walls: Epoxy paint on GUE Walle: Epoxy paint on GUE R E NTO N S D Ceiling: Ceiling: Washable lay-in tile ® ° W typical Corridors Floor: YCT Ix] Aciministration Floor: Carpet * Base: 4° rubber Base: 4° rubber TALBOT HILL Walls: veneer plaster over GWB, rub rall, tackable vinyl surface, GUB Walls: Laytex Enamel/ Vinyl Wall coverings Celling: 2x4 or 2x2 lay-in with recessed grid Celling: 2x2 lay-in with recessed grid BD wy Typical Custodian Rooms Floor: concrete x] Library Floor: Carpeting and YCT E LE M E NT A RY SC + OO L E Base: 4' rubber Base: 4" rubber Walls: Epoxy paint on GUB Walle: Lae Enamel/ Vinyl Wall coverings Ceiling: Epoxy paint on GWB Ceiling: 2x2 lay-in with récessed grid a ©) © PROJECT NUMBER 95121.00 | | STAMPS ! KINDERGARTEN PLAY Fm ecg a et teat neste - en ree leanne | Mo \\ | O | O | ; la beset ay _- 1 7 ——t _ —F _ Oo - © o o vee Bo | oft LLP Ci) ou i | Ps et | | -% cae a ea q CORRIDOR Cis] ae Ea ( = ‘to — =| a cn “——_ am — ik | " _ oe — is CHK . | < REV CIA | pay wel —- ——- -—- —9— - ia ae ‘ii rey j ci a oq a ia: ~ pone —_ wok —~— —_ _ + PATE. — —_ — — — poe \ < — | ~ = , “tT COMPUTER {6 ) | (FN 1 | Coy, I A | Lope i + 4 . at al D> - | aay | _ 7 ! Li] di can | A302, | = | + - . r = 2 he | eae =a = - - - - ss - - - - ’ - — a CONTENTS eee ———— ie —E_=——— ease sd | T | | i nk KEY FLOOR PLAN A303 | r —_ —_?/ ' ; \ | \ \ | I i ‘| ae ait ex ne FANISH SCHEDULE 4 0a | | I 1 | | | | | | | | , ae 4 es ns [py OG | cece | te @) { T KITCHEN | i: I ! | 1 | | | Cc | Gy ___| I ! wun Ly NI | r ! | ry : — 4 os 10 an | | er ;)_KEY FLOOR PLAN A 1 O 1/16 = 1’-0" 09 1 2 3 am PL O T TI M E : 11 / 2 2 / 9 6 PL O T DA T E : XR E F : TA L T I T L E . D W G XR E F : —X F L R . D W G PL O T VI E W : PL O T DR A W I N G NA M E : 95 1 2 1 \ T A L A 1 2 1 . D W G MENG ASSOCIATES © ARCHITECTURE »© PLANNING _ : ‘<i g-6 71°-0" 25'-0" ln 35'-6" _ 28-6 89 RENTON S. D. | ©) E B 2108 WESTERN AVENUE®SEATTLE WASHINGTON 98121°206 448-9640 i \ TITLE 0 + i | 6" 117-10" 9’-9" 9’~9" 9’-9" 9’-9" ea ome TALBOT HILL | 24'-0" 11°-0" 13°-0" 17-10 1/8 5-4" 5-4" 28g . 10°-0" 5'-4” (es 8-0" 5-4" maa ———= ae, eB ss sea Sy oe 7 | OF ARC ELEMENTARY SCHOOL a 25 ° - 4 " i t 14 ; STP, | | a \.. / ! 1 4 DS DS! ! | | fj —g fg =) - - . [ TI ; 4 4 4’-8" 3'-4" 6-0" 3-4" 77-0" =" 5-4" 8", S44 CONF Ary “Lt ay / | 4 6 -Y COUNSELOR | | |_| | PRINCIPAL >| / | | ! {eo ah (120 Ix) a) | ' \ ! C i - a Mire BOE | ! a _ ona fi =. | epee ee | Soe pan ILE E = : i 4 1078)¢] =] = [eios) = LA | I ¥ 122A) (121A | 123A 01 aOR tb = “a VCT 7 OO | 94 tl Tis Ix <> 118A e 101A 101B 01 y ! Al Al Pt T Leta ae artes | 6 8” 5’ 4” c2-% rg sem 124A LJ ‘aro yl | I! a oe ~sle 7 os WORK l ~ 47 FN eee, Py a ! ° PROJECT NUMBER ~{{ oft ( wo} 02 12'-6" Ct Ie) 11°-6"/| CABT. rm — in 4 A i 1X Tl s VQ Tm, Ix A353 *—.248 STUDS | | LS | ! 95121.00 | > Pres > 9” »_e > _ ny ae ee : 30 oy PR s-6" | 8-6 OOS eS UO mt RECEPTION — | é ; ql ! i ft Ty c Lb (iio Tx) LOBBY 8 ) Ht. Lt | es pam Ys SECURITY A353 01 I ~. Ov > | KINDERGARTEN KINDERGARTEN | STAMPS %o p 5 —Aeg 112A cy [107 [0 [106 Fr | So ; ky WSS 2 panel WAK OFF Y = A351 SIM A351 ! | 12’-6” a i q CLINIC 4 <0e> CARPET \ \ » . on , | nt rs Q_@ Ci l PROJ (\ A 6 4 _7 6h pe _, 5-6 ! if 2 4 cy SCREEN Let” va ‘ 50) > = \> STARE Pa ae FF. | (1094 108A) |*, w | PLT. 10 is LOUNGE Ra WILT 440A Vai 47 “SN i = Til mers . } Nf [i26 ] <+ an = >= CUBICLE /— COUNTER Y \Y i ir: | -----}--4 35 A CURTAIN a i I = S ASS Oo cuBicLe 853 qpK2 ins J WM 106A io - | Orn» f | \ CURTAIN _ paninaee yl tees TOILET TOILET a a | _, 1 6 i Lp - i = STORAGE _CUBBIES Cie Te |_/ STORAGE CUBBIES NY —— r | 124B) {116A ~~ 1K 02> | | F1 1 F4 Al Cj ; = EH} j { \ _ _ _ _ a _ _ _ _ _ _ _ a ___4 5 soo 2 | sy ee ae 5 STS, i : 2 - — — - — CORRIDOR , 3 —— a, , | 126A HANDRAL ee 115A OS See eee TID HS bakin a 06 (3 w_ GA mm / Tos ~ r CARPET | FLOOR CORRIDOR oo =» NAO EL. 100.007 Ss0¥ \A309/ Se ee A352 4 | © EL. 98.00’ RAMP _UP (4a) UI we PO, 2 10°-0" (77? 9-4 cer se ree sl a eee ee ee se miei | AE? Pa 3's” , ee en re fac . 1A "4:15 SLOPE (03077. ASS 2 103A <0) DS ps | 06 1028 Z C5 [ ! fo 127A HANDRAID 132A 134A ae ie = - 7 - er : __, = = ——— LS) a : ame 7 _ 128B = LAP ri Lo _ 7h A4 IC) Lowa Ne 5 | <> rs RAMP UP . . 4 = = —— ie = | — A KS wi pul iS - = AQUARIUM] 63, ISP 029 1:16 100.66] || RIAA AAR a sa re Ply ~~ ag | ae | 2 | ; ! ) 034 ! —— I ; 9 JP psf" ¢ TH) Cory if ~~ A : zB ewan a fo A 137A : U ! A DWG anata oa | oe LAs A J LAN A353 - F3 AV ; _. FF HE-f83z 02 | SS eS SS es eS ~ CHK ———S ASST. IO S 4 ‘Ty NY i - _ 4 bomen (oN STOR f ? [| PY | | [| 90 IMIN i | jee : M1314 J a Jl ie 133A 734 Ty] KR in KITCHENETTE i / ! REV mae bt A ee ED : pg 1h pre — ee ed oo “ 17 %o ~ re ~ on | OTS 7 yo 7 7 - } A = = a|2 Se es ey ee 1! NUT &y | 5'-6 1708 | VW | 7 Ps 1 Coe mw WALL PADS ° | ale i AAA A ee | enon = Css a | AG col i : ps6 ; = a ae | Muse | seeeeweroaee db: i | ONS == = se =e 7 | = | | A ve ; 1 Al | we-6 7 , V1 i M ir 2 PA f Le | | ‘ 1 1 5 = ee | ! i : v : 2 ui 03> BSS FA Pa pS eS , : I | co iS lo = pats ¢ / | — ‘ miek. “ite | | BASKETBALL " N.I ; ES <e) P| i | |_| [| Pm L_| id | i To 129A _ oh Bi =F ¥ | , < 35A ih ee ee J C J LJ y J LL 43x62 OQ C) ‘ Ge O O O C) C) dy 3'-0” s cy XS ia it _ Bee, =e | = : MULL == Gg Oo a « ao oO Aa wo s'+6" => 27'-0" a png SS mi | ae <7 rH - = oan _—— cay — SA = = = z ~ > — = — - = — ‘ | L <A RESOURCE |) [J COMPUTER OFFICE/ | a al an ia ! {0B 30°x54’ Vv +6 8a & 8&8 & & B NOOOOOS | ee | oN SMALL ee) Km ae © 733 Lo O>4F WO = " | UBRARY/ po. | a ' go O A © oO O ee ee ee | | a } \ r 5 q . 135 [x)= 7 . “y ne | WALL} MOUNTED . ; % a ~~ lon a = —_ Sy ke Hel) c &§ | 4 wee ir L al / CEST Tay AOR. ate GI CORRIDOR B-BALL i 7; = 9 2 FP Fo RB Q i if | : i EP - & aty cownie) WL ~ f nn A353 Wah 4 TH Coty |! BACKBOARD — in 2 sea (is OQ S QQ a r PROJ | | {| | [ Ae i |» 1 OF | - : . " € ) OO | Go Oo GQ © | ‘ : <A <> THI | LOR L eo LI or f_ OWN = | a 8 8 6&6 & Bb a ek g SCREEN | oR | é it \ . AY. Hi i] & g = me Fs 8 LD) \) oy, © ©) CO O io \ . an | md NDI AK By . - FILE SERNYS 1,4 4 L BACKBOAI _ a A ee oe eee 0SOwB-9'6 ! & | = s : \ “ Ss ) O OQ C) ( eras \ | 6) = ¥ \ ST NAT | [[ ry aN | Wy O O : O O UO =, iA raza LE2 | £2 | E2 | \ { } J Bi Zi Pa Y / \ ( O O © O ‘a O C) a He: 7 a: wee | . £ i t mrp / Ne > = > = 4 = | | | ry i" i 1 | 136B 36A ~ \ S : 5 = O O ) O O COC O ( ., wy a ~\ 146) STORAGE | 50 an. : ia J LO Qed ROM, | Oo OP AF OP O89 P A _|fP eT ff] | [ros ! Sx “ X ! eT T ! CONTENTS cea | in nanny Vane oe eee eee oa £~ Y\ WALK-OFF 7 ag lo Y oO a bo a bw ; | ! | L od ~ Ny ? ay a a nd ; ~ mm ’ BN min o m@ yg O y © QOH OO” a | [ cet Amy TN FG 6 Go 6 J 6b GO 6 , Li é | D | 1 (i a al a Li Ki L RN SS = fo | ; rT OO O O O CO O ( 2 © COMMONS f / CURTAIN STAGE <0» F LO O R P [L A N J Ka302 J Lot ry if yl Oni MEDIA 2g STORY \A\ i fo O O So O O O O U I YA 47 Iw | = | qT * 1 oe TELLING ~\ f= rere 5 A355 t F. FLR | ; r 136 1) | a \\ ~s t ! ee OE = ACTIVITY ADMIN WING | 6-0" 5-4" | 4-0" | 5°—-4" 7-10 = : A352- 05 YY \\\ CASUAL (Li 1378) ES to F. FLR. IN OPERABLE EL. 102.5” 4 a Ld ng : Ve BEARING: (— 7) 0 OO WO OO TTC EX. 100.00" i PARTITION iF TE WB-8 i er | NOK ! 104A + = & a & 4 6 a & uP ti yt “NECH A301 = = = - a a — = erm == a 4t ye -§ — - —_ , HOF — - - n i: = - - = = = t+—&)- 2D = = ae ares om Heer ota ~ < ~ +R t - = = = - ” Tes Ta cK 7 rs eer can | NO ] if ---4---~~- STUDENT POSITION Go 2 G90 G&G Bb Da 2 H | as . ; pT | ee a MARKERS TP. 1 Oo OO Oo 768 Oo YO Qa CO WN PROJ | <50> ™- T } Z Ss 7 . _ | y . a a Sprcctta posts tccecca ate i aSaiaiaaials aia ——— Ne reas aoe pass aaay a ioe io a jo a bab aisb H SCREEN ! J 4 L , oe ‘eo C ~ » ‘oe *) C) DS DS 50 + Y = = SS Q =~ © pon | O KJ O LA X OQ bl O | ” C) ” ’ ” ’ 9 > ‘ed ’ ? ’ ” ’ p? ’ od S >) CO) ) i \ CO | | 4’-0" | 5'—4" g’—4” 5'—4” 6-4" | 4-0 | 6'-8 5’-4 6-2 A303 )_17’-0 6’-2 5’-4 6-8" fi) 6'-1 f :s sary 7 ( . O O 7 Oe © ! yr \ J = C } ‘eo ~, io, “7 | 9: ) | ; | CLG MOUNTED , t Or 10 OF iO QO © QO 148A | ! ! ay | \ / gaat | | 56 J 6 J 6 Ab I] : | 3-0" ! i) | 4to\ yok pO OH f Of FO _f G9 _f 9 LA | Io is | | e-' ee 6 ' @ ! Gd b Gd b&b a bb a b SHE Psi 8 ) | + = O C O © © O QO O ans —P-Tt-- in | : TO ©8 FO 6 OG A | $5 Oh jo Oc Oo. JO O_O | © | Fy i DPER PRIN — , | | O PASS DOOR. + ee 6 | -—---~___- | 2-4 2-85 | = | i; 4 : | (a “| | ma” | ito" | (140B <> | P J J . ~N TB-4x4 12’—WALL_PADS = _ _ _ _ _ No L _ - — = = —= 1 =t = . — | ; | t — — oN -— 3 I | m | | = 55 s| J ft I DS > io) A T_T = ee ee eS eee e———E—————E ‘ Ss nee —S pieiend | : | ' | a oa ® | - io) | <> Ww D | lA 50; N | , (3 io 50> f \ i Ee) | : Lay ¥ | ; Tal ! SHEET | \ | ade : | | : | RECe = _ _ _ _ _ _ __ 4d as eee ee —= - - | __ oly | - - - - | | 7 | | | ¥ a | | Rina, ADJUST GROUT JOINT Ds | NOV 27 |__| [PS To ALLOW FULL BLOCKS”. ee ee - | Paced te | 2 7 1996 356" =F 127-6 S=4 S2';8" DEVELOP Any ; | | | 4 4 a 4 4 + 4 CITY OF pe tANNING ” To 19’-6" 9-0 l | | | ” a 28’-6" " 37°-0" | 52’-0" , 8-6 OO > 4 A121 G) FLOOR PLAN — ACTIVITY /ADMINISTRATION WING | 1/8 = 1'-0 A -46-19D. TITLE RENTON S. D. STAMPS CONTENTS SHEET FLOOR PLAN CLASSROOM WING NO 95121.00 TALBOT HILL ELEMENTARY SCHOOL Al22 JD oe ) Zz Zz Zz S$ ou o lJ Oo > kK O lJ ae Ir oO o& < i < re ) Oo B Ox s 2 Sr i s OQ & 2108 WESTERN AVENUE®SEATTLE WASHINGTON 981212206 448-9640 CARPET eo <{ A be e ! 5 : Po s ) Oo & 0 fe a ) S | =) po d -. 0 1 wO b - bb | Oo WM Z- = SE O ak a | rz e AD d = SB w 9- 6 \ r Oe a a | OF ! O e ‘ E = . I N —— 4 el Ed | i i _¥ # _ . ~ T u , ~ if af | . a if i “T y LS A A 3. % ( } an (Y ) - ) 65 ow = [ ff < -s = ‘O z 3 5 | ‘ C i oH D ( J fo o % we F a Ze . 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AA A AA A O == o n S | BE S @ Oe po d wo c a a n e n e e a n gu a p a r e n a n s n e n n n a n s a a a A ca a n e > < i g p a e a a a a m a m e s UE ia l sa b i a “a an e : ai oO fe g n e e d sp & | ak i % os s bg = BE S ek Sr Ne y rs 1 on s) \ \ 3B t ? <= iW I N HI N iH to w to _ tt g ~H tt “ it } ul re | it [ . © i ey SO —— — — — i rr I ar ro r rr r i oo gs nr se rf ry 1 i 1 Le o ) Al oe ! oo p és OW O U O U G GO U WO U WO 4 Zz 1 an _ _. ae . - _— — me n n e e y am m a , | - ee He a p De a n Ar a r pr an h =a — LL DL D L DL D LD L DE DL D L D Ci d i d i d i d ] 7, a en ff ro m p ty = fF [ DE I Ps y 7, : { oe, f > ar r | “ r { = : ~™ Pe t 7 ot ic t ) | ma DE D E D E DE DL DB | DE DL L DE DE D <e e e h c h e h e l di d i d i d i d i d ] = : i ln ee ee ee a ; Th i n e 7) en ee ee ee ee ; al Lb Le ee l ol | QI IG IQ | QQ Id je } | ° | _ es t ; . " a oe XQ i ea e Mm Mi Mh > t rd = Ye e T1 - 4 A 4 L 4 ia Z} > = a == | Ll DE DE D A. a x o_ O > a Ns al 4 = me l M 4 J J | ip a. A No h SI T AP T Ad c tm t m c m d a c t r < | f } 1 i j it Vr i i } ‘ LD Lo J he oo . LD Ld a LY Li e i ‘ ~ a HH jf y . 4 di d jc mi e 3 Ne — in : hh a am d n a d m oF _ je s fe be s Lb . {f y LD ha l Ko d | =a cm “Y | = ee ” f O- 1 ( S> O} > “a \ Ul = = _ Po _7 A 4 _ — 1. = _ _ _ _ a © = ~ | } | = OA | Sf H& ) 1) ». $ = ip é ‘4 il e ~ 8 is ® | ro | | | 1 | I i | | 1 | | [v e ] | | : | | | | (e p ) wn wn ep ) 1 a 1 a ; 2 ' 1; © | 2- 6 | | | | | . 9- 8 6 1 er ON I T I N G f @ Ff WO Z2 ' 6 0 “A W I L LO T d 96 / e e / T T = ‘A W . LO l d OM O F I L L W L = *s a u X OM O ' M I S X — — -4 a Y X 10 1 d :M J I A LO 1 d QM A ' Z Z I V I W L \ I Z I S 6 = SN V N ON I M V U C Sh G6-150 CD : JO B NO : PA P E R SP A C E : YE S ST A : PL O T SC A L E : PL O T DA T E : XR E F : TA L 2 2 3 4 FI L E N A M E : ARCHITECTURE *® PLANNING MENG ASSOCIATES ° wo 8) 1 of 5h , gO connie § je g & a 2108 WESTERN AVENUE®SEATTLE WASHINGTON 98121°206 448-9640 TITLE LJ Q RENTON SCHOOL DISTRICT i 7. ZO “p. TALBOT HILL Ky MATCHLINE = ao le [TT B00 7 ; ———- Pha a : 5400 ELEMENTARY SCHOOL 45 27 | / | / | wa Ss - | yl ~~ o OW Az ! i} / Ge” oy & oS , - Ww fh 22 Poof yt / ~ & io INST. 1-8"x6” TEE wn $ ~ » at = | Iz) ™~ hoy | 1-6" GATE VALVE (FLxMJ) Al N 2 f {iP n/ / SS Li teHyOP Assy._W/ CONC. 5 ~ S62 = PoE ° / | INST. 1-8"x6" TEE (MJXFL)) THRUS}BLOCK = \ INST. 1=11/1/4" BEND i 00 PROJECT NUMBER ee ee / > 1-6” GATE VALVE (FLxNW) | Ti Mux) W/ CONC. 7 : 95121.00 ni po oF yg 30’ 60’ 90’ , / ™. I-HYD. ASSY. W/ CONC! | — : ST BLOCK . aap Py f / \NST. 1-90° BEND ~~ THRUST BLOCK | | UN eee } By 3 Vii. soe Na Sn PR aon rs — ae z Pil J! / (MuxMJ) W/ CONC. Ss, hay I pda / THRUST BLOCK ~~ yt | | N | | | / ~ ™ INST. 1-90" BEND ——7 [| / L — (MuxMJ) W/ CONC. N | / Joe ae THRUST BLOCK iy 28 eee : / , ~ a = 9 « | ; i f i ° Oo oO 29 (M) Py / / , ™ ~ or ie iF o / | _ > mde ‘ i \ 2) ui JA . . ee 3c C | ne | Ox | | OY 2) O lil _ c Pw / D 1 , : are ‘ ae © { ws oS NN oO : / [ / €.il aN | . \ Ss gn Ek: | = / : | DWG GPS: 3/13/36 zs | , = _/ | CHK 6 5200 4 . + NNN + \ 7 + -+4 5200 | \ a | REV i \. NS >" 7 \ / \ \ ms \, re \ / \ om ‘, i A ey : ae — \ / WN aN oO we % * Gs aN, > SN ‘ | C - ™ i ms 94 SN \ / || i} F 3 a / \ | cag. | op eens | 1 | AN | | \, SSA / | | j | EN ‘s \ Lf N Q j s : z | <2 a 4, ; / if | CONTENTS n | “Oo ee N. - S * ’ os “ i j de Ble | 7 os “4, fy SEWER AND WATER 2 8 ie 1s | \ f | : | HON > = of | | PLAN : | 4 ~ ~ VY / ‘| LJ i \ ° i | ho ae : | Va b) ORS _ Ss om . | Ay nn, . Pot : a VAM. 5000 + + N88 16 49 W (L) + 450. 00 (Ly) 7 Af ral 5000” 7 fA f 4 : 5 “ 7 . | ALS. “SO AX SHEET fo) fo) oO | f fs S? / © a, , = © r SSW "ts A + + + re) / oo & ae, < C P. eceve™ + B% oN DEVEL oF RENTON S Zz MENG ASSOCIATES = ARCHITECTURE =» PLANNING CD : JO B NO : ST A : PA P E R SP A C E : YE S PL O T SC A L E : PL O T DA T E : XR E F : TA L 2 2 3 4 FI L E N A M E : oO (o>) an ot EP ee i e eee ff 2108 WESTERN AVENUE®SEATTLE WASHINGTON 981212206 448-9640 TITLE —_l S : Q 23 PP [) SP! INST. 1-8” TAPPING TEE , EXIST. 8” RENTON SCHOOL DISTRICT | oan sc AL vs A/ f - & 8” GATE VALVE C.l. WATER Ete /® 8 8 55 er ae of BW conc. THRUST BLOCK 4 TALBOT HILL t— Lid og RIM EL = 198.23 oe _ hi . _ _ _ a | : . ee _ . _ : - ore Ly 9 be Penis : t ELEMENTARY SCHOOL =“ = 2 ADJ. RIM EL. TO ! | | ea = / . © Li Cc.) a ee - 7 | ‘ | 5 lia oy ° 5 > Ta = = ©. 90 ME it ILS ae On oe sof Fd OF : WA a Co 53800 + 1 fp ~~ ff f4 : ~~ H = = / / | PROJECT NUMBER aan / x / a YD) , Rf é. ii / fa} / CAP EXIST. 8” WATER- | 95121.00 ~O ; iO | LINE @ P/L+ ———— a N y jr; es rr + oe He EXIST. 8” STAMrS < / ia: / \ \ | , _ Hy | D.I. WATER Oy | _ _ | (REMOVE) LL , th | | | / fN2, DO , : , pat : 2s i ERS/ | ccan | | g8 / ofa, | Pil Pt | AS at fat 2 | | oe , iv \ 4 ! a. ! Nec } : i Oz £: / Sfy/ ay 1 | eb INST. 1-8"x6" TEE (MuxFL) | O 2 i, Kf O/ a \-ep = 4 1-68" GATE VALVE {FLxMu)—— - —— - —_ - >rF 2. J MAM / SOS _— 4 \ / 1-HYD. ASSY. W/ CONC. b EG es (ag, (Lv, /Renove ex. ofhxe) TEX eT LAA Ay taper ator ad ! Or 35 <7 /2 /' 8" GATE VALE # HYD. ASSY, St \ oa || L SF os PSC / INST. 10°x87/ TE? (MuxFt) | st, Aea6: BEND SES i Lo Lo SE EX. 12” ci fit is CONG. PNP! BLOCK \ L KAS.S., 1E.=193.8+ (MuxM) W ONG NG EN / yf fo KO “ O'WERIFY PRIOR TO THRUST BLOCK / a nse a se emesis a & WATER / “ ha sO rd y qiil es j Y/ Kh, Inst. 42-6" (> _/S/ CONSTRUCTION } | L ZA. Jy ! DwG CPS eee es / <4 Ae Y Co, Be a / SK INST. 1445" BEND CHK “° / ‘ ‘/ ee INST. S.S. CLEAN-OUT “OSS Sop ~~. 7” Ff . (MUxMJ}, W/ CONC j “ p . se _ \ ) “SS ’ ~ Y _ . REV : / / / ; IOP EL.=199.04 ! / RSS ore / ™\ THRUST BLOCK i om, //) a; /~/ MATCH SIDEWALK GRAD INST.51-22 1/2° BEND TS > | 33 a si Pp \ | / / “ ; SL /1E.=194.64 (6”) J ( w/ CONC. | —— ; aX K. iy q : S| / Ww Z f / f / i aa 7 / f uy UST BL Sy ~ S P : 5 5600 an ; // \ a Z , - ae CH. DWGS. FO if 4 “Ss I % i 5600 x CONTINU of ~ . a ' //! Wa ; . / f/ st. 1-8"%6" YEE (4 “a _ INST. 1-11 1/4° BEND 7 f Ne / i / ” Ns | ~ / ff 4 AH—INSTJ} 1-11 1/4° BEND : i \f/ A 8 G.V. (FLxM\) _ “| 1K REMOVE BX WM (MuxMJ) W/ CONG. SJ / IPE | 7H inst! 1-22 by BEND © Ly ; jf. 1-HYD. ASSY. WK CONC. > A 4) > @ VAKVES THRUST BLOCK _ LL fh AA SS | 2/23 / i/ RUST a ar A CBO VANE 5 REMOVE EX. HYD—<“ / / fe. — ff I} (Moxie) WZ CONC. oe ere / fy ST BLOCK ss A J, Ne -. i | |} THRYST BLOCK i” xP : Fi // 7 -& . if <: ~~ _. ASSY., VALVE & of / A f/f ae | " ho ffi re ji We _ FITTINGS » f- in : a, f i i . i : / f % ; x ij / S ix / NX AY Y i/; / ff EX. S.S. MANHOLE / i A | j / ane RIM. EL.=198.20 [¥ ian ” — aw : i ; r jd “A in Top LN Li / IS A Vas |.E.=195.17 ned, | io | py cemiqens r) i VIO. _7, a oa / of a |g Sle i SI) INST. 1-11 1/4° BEND JA fj. £:. #. INST. 8"x4” TEE SEWER AND WATER : g / iD (MuxMJ) W/ CONC. y © ; J, ™~é/ (MUxFL) & 4” GATE . 7 i XY MN; THRUST BLOCK f LF pK VALVE (FLxMJ) W/ PLAN . / Sia / REMOVE EX. 2” IRRIGATION /ec,/ Jef Sy 7 beg aig a i Fj2 Ps METER & DCVA — EXTEND J=/ [of ff INST. 4” METER p TARY < PED | Ss 2” LINE & REINSTALL = J / aota / J fy \ —s ws ~ / z METER & DCVA AS SHOWN, 7 —T_/ a ff af j ~: oa < jo] RECONNECT EX. ° ; a a a / f / / \NST. 6” DDCV & y SN ail c fji IRRIGATION LINE hewn 1 / pe DIP Coy 6 f ff \VBULT, PLLV. & FOC L ‘ NO s aS dD / INST. 1-45° BEND——~ ; AS f _/ /P-INST. 1-11 1/4" BEND”\ | _/ f / a / rs = mo LY / iS (MuxMJ) W/ CONC. INST. 1—90° BEND —=zy (MUxMJ) W/ CONC. a “a 7 7 j é Z ji N) aN j ? / / “ A he } ° Pf THRUST BLOCK (MJxMJ) W/ CONC. { THRUST BLOCK Loa fi Oe ee eahe ees | | CN j Sy / . TRUST BLOCK ; al | — NL / / NS / ORE nf X hae iH + ! ; j _ ee y f f I (6 @) 5s Ae ee Os : / Js ae ~~> / / VALVE JY W/ CONC. | L i | | ene rb My I INST. 1-11 1/4? BEND 2, / Py af \ ; ~~ ~~ 7 THRUST BLOGK | SHEET PPT (MJxMJ), 1-22 1/2° BEND ne / hic / -/ | \ : | en a! Os re | / | PU j bia (MuxMJ) W/ CONC. if : a } ¥ ieee i nS a / / fo © | ff d4o0 «| THRUST Block mL SS ee i ae Ree, LL! sa00 > MATCHLINE ro) 2) Gi ~ a RECEIVEn NOV 27 1996 DEVELop; E ; CITY OF MeeANNs oO : Zz S5A-16-1950 MENS ASSOCIATES = ARCHITECTUR= = PLANN DA T E : oO g fg <] a 5 ok bOL | NN £. 228 ; —— | | ENIX 2108 WESTERN AVENUE®SEATTLE WASHINGTON 9612129206 448 | ENTON SCHOOL DIST TALBOT eLEMENTARY SCH On s + iS ‘D I S T R I C T AR Y SC H O O L SF W F R AN D WA T E R PL A N O 1 , 7 \ — INST. 1-8"x6” TEE (MuxFL) le hoy? 1-6” GATE VALVE (FLxMu) fo] ee 7 a ee f SSS PROJECT N 9312! oa 1 -HYD.” ASSY. W/_ CONC. Tp / EE (MUMFL) mm RUSPBLOCK }\_ INST. 1-11/1/4" BEND \ —— . “{MJxMJ) W/ CONC. | 1-6” GCATESNWALVE (FLxNJ) a! wa 1-HYD. ASSY. W/ Core [| “~~ RUST BLOCK + J NN BBs, ~~ THRUST BLOCK INST. 1-—90° BEND \ (MuxMJ)} W/ CONC. _~ YA zi? a 21D THRUST BLOCK a Fe ROO . < i iy. Peetpere / Cimers NE | INST. 1-90" BEND ——“ ON | (MJxMJ) W/ CONC. -+ + + 8 4 2 . 2 3 ' (C ) * RE N T O N SC H O O L DI TA L B O T HI L L EL E M E N T \ \\ Va ‘ UA L (A Q SO 1 l ’ 4 3 ° 1 1 ° W a -°. THRUST BLOCK ™ ~ a8 29 en Le QE Ze ts Os 5 | ~S 25 ES bn | | Or 3s | : i ii : : | | | gE ft 35 | 1 | 4 “mil es | | - NN + i} 5200 35 eee \ \ 33 Pe \ - SN \ \ h * “Se — \ 4 N [| OQ eae \ \ \. \ \ | Lest SC A L E : AT FU L L SC A L B ON E IN C H , ; 'F NO T ON E IN C H SC A L E AC C O R D I N G L Y SU R V E Y E D : XIV! VY \ Sone A if SEWER AND WATE NN So / foo oN / 1 | _ /, | PLA Ne S / — / - a 7 , aeceIven sts CP S DE S I G N E D : CH E C K E D AP P R O V E D : DR A W N , AP P R 7 AS > - vev SITY OF RENTON DA T E t t | \ \ , Pa | | \ fo a a | i f° ff ve ~ SLANNING | 4 ENT Fue t XR E F : TA L 2 2 3 4 BY ; fay FE na at ee —__~ —_— ~~ LL eae a roms] =. - —__ SS OE _-——— -—- — __ : ‘ Sra eee x, ~~ et OS SE nL - N. 8 8 @4 pac? ae ) 16’49" W () + 450.00'(L) , . | 5000 —+— To + | | oO : -) = S = © % = a RE V I S I O N FI L E N A M E : | JO B NO : CD : ST A : PA P E R SP A C E : YE S PL O T SC A L E : PL O T DA T E : J XR E E : IA L ? HI E HA M I ice) 2] | hk % gut . ~ 8 [gC MO 18 _ fz - Be leg J O © ee a OO a > _ Og << —— oe es Ge ii] cae os Sx T ud — Vo Q_ yy WwW ~ _J Li | Ss2 = Er GB Zz mS cH _I <l /~ £8 oe 8 Oe jz ae ay oO . > Bw Tuy eT a a D5 oF Ze NE cN >| i | ar ae a6 VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 ON E IN C H AT FU L L SC A L E “| IF NO T ON E IN C H SC A L E AC C O R D I N G L Y SU R V E Y E D : DE S I G N E D : DR A W N : CP S CH E C K E D : AP P R O V E D : AP P R DA T E BY RE V I S I O N On Co an y ¢ — + —— — 44 0 0 (MuxMJ) W/ CONC. THRUST BLOCK Feemsep Is) — WoT INST. 1-45" BEND (MuxMJ) W/ CONC. THRUST BLOCK INST. 1-11 1/4° BEND (MdxMu), 1-22 1/2° B | (MuxMJ) W/ CONC. THRUST BLOCK _ | / / / al 2 /| f / i 5600 +—f-/ / | of f INST. 1-8°x6” | f/f, 1-6" G.V. (FLx | p |) NGHYD. ASSY. W / P/E RUST BLOCK . \ . = i j / SS / f f / \o / / / / xy Z / / / I ole ww {NE INST. 1-11 1/4° BEND — Tope? Atber a oe Pengac OMe? EX. S.S. MANHOLE—7> _ RIM EL.=198.25 _ Oe Ee PY) ae a INST. 1-8” TAPPING TEE EXIST. 8” “LE. =191.68 ADJ. RIM EL. TO Prat © $b & ff A ee | & 8” CATE VALVE C.l. WATE MENG ASSOCIATES © ARCHITECTURE »® PLANN!*:S -NG RENTON SCHOOL DISTRICT TALBOT HILL Oo / 3S W/ CONC. THRUST BLOCK Bz) ROSS Poy 8 43°E—PS @ 1. 6 % ~ ee VO ~ S . S . So e , —— " p ca n e i e d y Se t PVC Aa # (t EX s g ’ ~ S { 7) a z | I> Ms i ; Te ‘l s 7 ‘ \ Me 7 \ >~EX. S.S/ MRNHOLE RIN> £t.=798.20~ _ 4 hel ” RIGATION Me METER & OV ~=_EX iy ~f ~22 LINE PRPASTALL. {METER & DOVA AS\SHO l ~ RECO RECONMET HEX 5 IRRIGATI OM LINEN NSF. oy ~BEND M uy) W . a “way Vie / / Trg 6” ner fea ; / | BK aS Sicaigs ion ‘(MJxMJ) Wy CONG /. NERIFY PRIORVTO. > ~ THRUST’ BLO ia CONSTRYCT NOK —INST>S. dem OUT ie »/TOP ELi= 799 B+ UES SEyALK cRADEy/ ~}- ue saKe ip es Es KC pwes. FORY. iif BES S SARE S (M a 7 illo 96~ CANN. ZZ An y CAP EXIST. 8” WATER’ E/N KIM cI INST. THRUST LINE @ P/Lt | | | | eG vst, 1-8"x6” TEE (MUxFL) TR eS ‘ 4 1-6" GATE VALVE (hows) 2 a ee | -_ i 1-HYD. ASSY. W/ CONC. 3 THRUST BLOCK , | t | { oi ! / ij rd THe t BLObn { i !' \ 1 5600 Lf INST. 1-11 1/4 g (MuxMJ) W/ CONG. THRUST BLOCK REMOVE EX. HYD. ASSY., VALVE & FITTINGS ta BLOCK 81 2 . 2 2 ° ——~ a l Coy ay / ir @ boy f INST. 4” METER one | ~ / / . ! iT\ f j oe a fi fy INST. 6” DDCV-& / / f£ \IAULT, P.LV. & FDC > -~ ! IxMJ) W/ CONC. LOCK 84 2 . 3 0 ’ (L ) ee e Oe I = gf AN EXIST. | Di VATE INST. 14-45" BEND (MuxMJ}, W/ CONC. INST| 1-11 1/4° EEND INST) 1-22 1/2° BEND (MuxtilJ) w/ CONC. y—INST. 8"x4” TEE SEWER AND WATER ) (hae) & 4” GATE VE (FLxMJ) W/ Pp LAN VAL WV cP NC. THRUST ELOCK ELEMENTARY SCHOOL PROJECT *.u'/SER 95121, 00 ~~ S nwo CPS SNZ/S6 CHK REV CONTENTS SHEET NO . “FRePeseO EASEMENTS, MATCHLINE 1905 wi RX c . aeniv™ %y orn eed 9 TITLE RENTON SCHOOL DISTRICT o) = g a uJ ow =) ke O LJ = = Ss ) o < : 3) 7) 2 © i = 2108 WESTERN AVENUE®SEATTLE WASHINGTON 981212206 448-9640 STAMPS TALBOT HILL PROJECT NUMBER 95121.00 ELEMENTARY SCHOOL 207 ey MATCHLINE im™s Pe, L=s he N N ws 0O FOP EL: SHEET 2.2 3/6/36 CONTENTS PLAN GRADING CFS DWG CHK REV 5200 : oe , ee , Me Y fy / y/ N x / ™ ~s mF 2 -- - — 06 ) —- - -- - - ++ + S006 9200 NV Id IN I G V Y S TO O H O S AY V L I N S W S 1 S TH H LO G WL LO I Y L S I G TO O H O S NO L N S Y JO P O I Y S I U I L U P Y “Z * ' q Ud W I s W W I Z Bh a I 5 NO I S I A S Y "O N Wa g sy s o m o1 q n g / b u l p y i n g /b u j u u d i d NO L N A d AO AL I S 46 6 1 / 2 8 6 1 OY N *T W I N O Z I N O H BL QG A V N FT V O L L E G A “O N go r WL S S3 4 *3 0 V d S Ya d v d ve e T W L *A A Y X “J W Y N I 1 L NG RECEIVED CITY OF RENTON NOV 27 1996 DEVELOPMENT PLANNi 3A-96-150 TITLE RENTON SCHOOL DISTRICT STAMPS 3/6/36 PLAN TALBOT HILL PROJECT NUMBER 95121.00. CONTENTS GRADING ELEMENTARY SCHOOL CPS © = F 4 Z ms a Q Li u ar =a KR O Li d = ms O oe < o 8 g z DWG CHK REV 2108 WESTERN AVENUE®SEATTLE WASHINGTON 98121°206 448-9640 Ny, | TOP~EL. > 206 | : EL.=205 or 7 v e e e ‘TOP /EL.=206 MATCHLINE EL.=203.19 FIN.FLR. In n e K ’ \ re 2 . ~ Ra a \ —~ - . NS oe af , a" a ee jo . f a \ i — 00 2 = - ee e ae s ) Sy La Se mS / a, | 6 ee ol oi y ny o e ~ ae No od s ? ar NL a Sw e ee e eT ee ec m ee e e a r y , Bi e . SN SI a J <~ 98 1 —= _ — es , /! 4» “N S am wa t ee ~~ ~ <n ao _ ce n at fi o Se ca g e On gh “7 / ~ Ne t ; _ ra l ft “4 QL TO V ee i 4Q \ oe a ~ Zp re e — \ L ee e = OO r r Y + li : Me s a 2. - i os e iy i sa t h ee \ oe Be _ gp es =~ ei ) — 59800 15’ WIDE GRAVEL ACCESS DRIVE TO CONTROL STRUCTURE / SA-9b6-150 ECEIVED NCGY 27 1996 DEVELOt+ MENT PLANNING CITY OF RENTON R sh e p n u o g o 3W O S an o u d d y | Yd d V | 3L V d Ag NO I S I A S & “O N 14 0 HS NV Id JO P O I S I U I L U p Y “" Q ’ ' q d UD W U e W W I Z Bb a l 5 Ae ) ON I G V Y D . da g sx i 0 o m o1 i q g n d / b u i p j i n g / b u y u u d | q = -N O . L N A Y r so e m TO O H O S AY V L N A W S 1 S TH H LO G Wl 96 / 9 / 6 LO I M L S I G TO O H O S NO L N 3 A d aa d at vs ‘0 9 ‘O N go r Wl S SH A ‘3 0 v d S Ya d v d ‘F W O S Lo d ‘A L W d LO I d ve t 7 wl ‘+ A G Y X ‘S W N T 4: 3 0 pm PL O T TI M E : 09 / 0 9 / 9 6 PL O T DA T E : —- X R O F XR E F : XR E F : TA L T I T L E PL O T VI E W : A0 0 1 DR A W I N G NA M E : TA L L A N D . D W G Proposed Plant Palette Site Landscape Plan | Plant Botanical Name Common Name Trees _ (Deciduous) Large | Acer rubrum “Armstrong” Armstrong Red maple Fraxinus oxycarpa Flame Ash Fraxinus pennsylvanica "Marshall" Marshall Seediess Ash Quercus coccinea Scarlet Oak Medium | Acer rubrum "Bowhall" Bowhall Maple . Cercidiphyllum japonicum Katsura Tree Flowering/Small | Acer circinatum Vine Maple Betula jacquemontii Jacquemontii Birch Cornus nuttallii Native Dogwood Cornus kousa Kousa Dogwood Prunus yedoensis Flowering Cherry Pyrus calleryana "Redspire” Redspire Ornamental Pear Rhus typhina Staghorn Sumac (Evergreen) | Cupressocyparis “Leylandii” Leyland Cypress Pinus contorta Shore Pine Pseudotsuga menziesii Douglas Fir Thuja plicata Western Red Cedar [Shrubs Arbutus unedo Strawberry Bush Berberis buxifolia Magellan Barberry Chaenomeles (sp) Flowering Quince Cistus hybridus Rock Rose Cornus stolonifera Red Twig Dogwood Cornus stolonifera "Flaviramea" Yellow Twig Dogwood Euonymus alata Burning Bush Euonymus alata "Compacta" Compact Burning Bush Mahonia aquifolium Oregon Grape Nandina domestica Nandina Pieris japonica “Forest Flame” Lily of the Valley Shrub Polystichum munitum Sword Fern Prunus laurocerasus “Zabelliana” Zabel Laurel Rhododendron “Exbury"-Mixed Colors (No Common Name) Rhododendron “Unique” (No Common Name) Rhododendron “Vulcan” (No Common Name) Sarcococca hookeriana "Humilis” (No Common Name) Viburnum tomentosum “Plicatum" Doublefile Viburnum BPICewaALe /EROZION CONTROL AREA: CBE SITE C\VI- Ground Cover Cotoneaster "Lowtast" (No Common Name) Gaultheria shallon Salal Hedera helix Ivy Hypericum calycinum St. Johns Wort Mahonia repens Creeping Oregon Gra Rubus calycinoides "Emerald Carpet" Rubus Viburnum davidii Davids Viburnum Lawn Lawn LEGEND LARGE PECIOUOLIG SHAE TREE ©) MEDIUM PECIPUOLIS SHADE TEBE - O@ iv} EVERGREEN TREE NTE eee Tees BLOSION CONTI*OL (SBE ZIVIL DWGe, CHK be / GROUND COVER SMALL/ FLOWERING DECIIILIOUS THEE NOZ 17°35 EF vor" |. FOR TREATMENT OF EROSION CONTACL, Lopes (Z4:!),<e8 oie ciVIL Dwg Z. Pel GHRUB/GROLINDZOVER BEDS ANID TYP AREAS (44+) BLOKE Steel. %. FOR LIMITS OF EARTHWORK be 67 LIVIL DWeea, Se EGATED @ f , | ‘Re, e Ay i ? a ; f os i i Q fe & i WF 4 ‘ r % iS Pel ff FQ i 4 ‘ iny oe PC, ey i e | iY} i i ij HH} a } Bits p Yy i Pay, Py my if i i : j a Hi ; 2 j } is no ; 2 F } poi Ue Poiag¢ yf i i H { € Q Z t 5 | } H I ¢ j j if , ? aX? j py gP i ff ; foi ad ‘eo Jf ibe Pe om or age Hi f i 1c H } ] j t $ i g P : ae bo ! 3 } % : g 7 §+ Ai ot i a H i | ia i Pi Té i poi gs i ‘mine Pi by i Pile i ‘ ] f i ‘ i t i | £ | fat ' i 7 ' i 4 f SS oo? i } ‘ | p03 ; i y 1 i ¢ ' : t ' cf ca ' fh} a i S { é fi H | ON ‘ pees ‘ if x : Poy ii? ig i Pig i i 4% pot & | f f¢ | Pak Lig ' ie i. § ; io} ioag¢ pig j Py ; ir } the i Hy ie | if je i } i f : i | { i H i | i = $ * 2 ‘ st i ao, H t male : uy i aa i had i @ x ~ NN BRABICN ZENTKOL DN TYP): SEE GITE LVIL a _ OT OTS —~rrt a 9 FOP Y CNT} = K_? Prreot Ro £ ww fe Rt bd aa] 2 ee Ss ee ee se a oe me reer i fr Z | aes EXIST. R/W - 4 L ~~ ae ; a sae =o se 4 | I hig Vedi ies on SO S SA AG S TN E ua ee n , J AY > § ; a » ot, — {O =) SATE A:4HPUIb BEDS EXISTING Wer oe ATION AEeM-IM NP) J (EXETING V DB REMAIN EGETATION TYPE At 6HeuUP? BEDS SO V 4 A S 11 ° W MIX#0 ZHRLIbS ON ZTZEP SORES: FLOWERING GUUINCE » ROCKO <H. RED ¢ | YELLOW TWI4 4 OCUISLE FILE VIGUENLIM. (TYP “x . “x t fF Zp q Oe” a ™® —_ \ fF, ~ a ra ‘ Pa Yt Fg oa 2 ; - Pr a - e P e a LE Fa v4 H ra “ iv ra vA ra a c Ls ¢ a box 450.00° J fr a“) L$. 2} «fl f Fa / Zé P ~ \ a | : Pa Fd L Ma iy i } ; fF é j vA Vv ie ~ ates ns ytteoat — ffs Pe we \ ~ ji f od A Ay? is i j / / os, \ ~ x ; % ; é ff fy? A ey f ‘ Sy & \ ‘a / \, “gh Ay / NIN SS. rs a 2 Ve ia / ” y" os : / Ye 7 f / NORTH 2 17 £6 45 ze) 100 PLAN LANDSCAPE SITE 1" = 40 MENG ASSOCIATES = ARCHITECTURE » PLANNING NIC, 2108 WESTERN AVENUE*SEATTLE WASHINGTON 98121°206 448-9640 TITLE RENTON SCHOOL DISTRICT TALBOT HILL ELEMENTARY SCHOOL BOYAR ASSOCIATES 6837 48TH AVE. N.E. SEATTLE, WASHINGTON 98115 (206) 528-7494 PROJECT NUMBER 95121.00 STAMPS HSB 09/12/96 DWG CHK HSB REV CONTENTS LANDSCAPE SITE PLAN DESIGN DEVELOPMENT SHEET 4: 1 2 pm PL O T TI M E : 10 / 3 0 / 9 6 PL O T DA T E : XR E F : TA L T I T L E PL O T VI E W : A2 0 2 DR A W I N G NA M E : T A L A E L . D W G -_ | ee Se a METAL SIDING ROOF BEYOND oe SIDING PANELS 7——— CAPSHEET OVER EXIST ROOFING = METAL SIDING PANELS METAL PANELS De 3 N BRSTING, | Ar WEST ELEVATION (E) CLASSROOM 1/8" = 1-0" | (ELE nutwey COMPOSTITON SHINGLES SOUTH ELEVATION (E) CLASSROOM ad Ne DS PT. \— () DOOR AND LOUVERS PT. 7——— METAL SIDING \| IL 1/8" = 1'-0" (69 = ENSTING, IT | EXIST MASONRY VENEER EAST ELEVATION (E) CLASSROOM \— 6) STOREFRONT PT. (E) BRICK (E) HOLLOW METAL DOOR AND FRAME PT. 1/8 = 1-0" (€ = ENSTING». 1/8 = 1'-0' COMPOSITION SHINGLES y—— METAL LOUVER Aa a ————— p> a=, “T ae eee L. — cy mem) Ga Gamma - ——— t =—— =o = rs = aaa oon == F eee = ae l 7 ee = [ ee e I! it I XG : a ee \ EAST ELEVATION CLASSROOM WING 1/8" = 1'-0" — _ Te wpE \_ MASONRY VENEER PRECAST CONC MED VENEER XIN, ADMIN, BUILEING, T_T} \ i MASONRY \_ M WINDOW SYSTEM FRoeeseD METAL SIDING RK gt es ae nt ae ao = ee : : L_| sseneerent ats Polo I zt a " =o 7 = Exot | 4 i rH aie ‘f au ; I ss 7 | Ht ING FE 2e0.e0 a 4 sit | I rt E | In (ot + feteeer bs 44. IF WEST ELEVATION CLASSROOM WING 1/8" = 1-0" MENG ASSOCIATES © ARCHITECTURE = PLANNING | —- NG 2108 WESTERN AVENUE®SEATTLE WASHINGTON 98121°206 448-9640 TITLE RENTON S. D. TALBO? HILL ELEMENTARY SCHOOL PROJECT NUMBER 95121.00 STAMPS Se SE CONTENTS EXTERIOR: ELEVATIONS CLASSROOM WING NOV 27 4996 ent PLANNING ELOPMENT PLA? : C3 . 1 9/ 6 / 9 6 FI E L D B O O K : DA T E : DR A W I N G NO : PA G E : SH E E T : cD : JO B NO : PL A N RE N T O N SC H O O L DI S T R I C T TA L B O T HI L L EL E M E N T A R Y SC H O O L ST O R M DR A I N PA P E R SP A C E : YE S ST A : CI T Y OF RE N T O N /B u i l d i n g / P u b l i c Wo r k s De p t . PL O T DA T E : Ii m m e r m a n P. E . , Ad m i n i s t r a t o r q rs at t e ei Pl a n n i n Gr e g g VE R T I C A L : NA V D 1 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 30 ’ “ op s SU R V E Y E D : DE S I G N E D : AP P R | “P r o v e n : DA T E XR E F : TA L 2 2 3 4 BY 9800 44 0 0 Pow ° y , 5600 CB TYPE 1 EX. C.B. GRATE EL.=201.15 ADJ. TO EL. 200.85+ (MATCH NEW PVMT. GRADE) |.£.=199.55(8”) - INST. NEW C.B. ON EXIST. STORM DRAIN GRATE EL.=202.55+ I.E. EX.=198.5+ (VERIFY) EX. C.B. GRATE EL.=205.51 ADJ. TO EL. 205.84 (MATCH NEW PVMT. GRADE) MENG ASSOCIATES © ARCHITECTURE » PLANNING NIG 2108 WESTERN AVENUE®SEATTLE WASHINGTON 981215206 448-9640 REMOVE EXIST. C.B. & PLUG PIPE | ee 490.96 GRATE EL.=199.0| I.E.=194.72(12”) INST. 65°E8"@1% 0_ RENAN) — + eee 20S R84 ¥ a Lt AA'* 0.708". rm? \ OIA \ , LT"B"5+34.8 GRATE EL.=196.43 .E.=192.74(8") / I.E.=192.41(12°y CB TYPE 1 [ NCB AYPE 1 @"B'2+52.5K GRATE EL.= ? / ? f f i 15’ WIDE_ GRAVEL ACCESS DRIVE TO CONTROL “STRUCTURE m 7 F . { j { F i ae i / fj { ~~ ‘ 7 / Ve é ; ~/ 3 if f a ffs [ 7 { og lige on ? gf oY fa B F Bi i i ox ‘ i i ‘ i t a pe f a, ves Re ; ga ft PX j FA CN Ce f i] ra Sy | inl - PY ; i if j } ra || Sy jit . 5 Ploy i Bo PooF Ty j f ih j 5 ‘ j 4 9400 i f° \ CH AY A ABI E'Ag1+ 62 GRATE EL.=199.0 |.£.=196.23(8”) Elae3199.40°~ SEE SHEET RECONSTRUCTION DETAILS OF EXIST. DRAINAGE THIS AREA v “Sip gan a ES : f - CB~ TYPE... { / CRATE €L.-199.1 7” \1.£.=197.00(8") Soa SEXIST... MH | g | EXIST. RIM EL.=261.04 | ADJ. TO EL. 199.05 EXIST. |.£.=186.0+(VERIFY) 32’—8" @3.0% CB TYPE 1 GRATE EL.=199.00 |.E.=196.04(8”) W/SOLID/ LOCKING SLID TOP EV/A1860. yo LE.E1A.94 re ates \ \ “SNQSt x ~~» L\ ‘\ EW 1.£.(8"IN)=199.92(8" > i \ REMOVE EX. CB & PLUG EXCH L.=202°8755) TITLE ENTON SCHOOL DISTRICT TALBOT HILL ELEMENTARY SCHOOL PROJECT NUMBER | 95121.00 9/6/36 7 ~ 20 4 => io ie e e Ma , > RE V I S I O N FI L E N A M E : NO . MATCHLINE C3.1 SA-976-160 CONTENTS STORM DRAIN PLAN © z Zz s a o ud or a) kK O Li = oh O [n a < Q S © z bi j = 2108 WESTERN AVENUESSEATILE WASHINGTON 981219206 448-9640 TITLE J J Ko y o O2 5 20 / 2 8 er oO 5/ 5 9 _— a ae ° i = - Om ] ‘a m aD ou n ia > a ox & << oT " = : a a ©O Li l Y/ ) = i S E 58 Li l a et oe MATCHLINE PLAN CONTENTS STORM DRAIN cS co p ) R CITY OF RENTON NOV 2° DEVELOP\ : 36 <3 a = Li l Li LJ 1 oe NW N an ) aN ae / ; _| BS r l W a g s / = /} : Pe /} | / l ! Ra v e G e e - = Be Ho y D Tf er \ _ i. la ri e n : Ve ol e 36 er “\ rs We e Se e n We r l e Wy (° c ce HO = | \ —_ _ 19 4 “a _ 92 + \ \- \ \ ‘ ss ea e OB L ae a A \ \— T 00 9 + r j x i) ie ) Li QO Si t ) Ty va c p —— " fe + 00 r b ee F = . ft OU , , vf a D- NM y Qe 4 = 2 So f 2 a : < i ae () is i s 7 (> ) N Ww ro 20 D NV 1 d “= 4 ; Jo y O . } S I U I W I P Y “3 4 yo U L e W U L I Z 66 0 1 9 sa q a o y so s gi v a | Ag NO I S I A S Y "O N et e t = ) Sy d o on a n u in ul u u D NI V Y C WY H O L S 3d e q sy i o m M oq G n g / B u i p y i n g /B u j u u D d j d NO L N S A Y T JO O H O S AY V L N S W S 1 S TH H LO S WL 4O AL I O v oc =. LO I N L S I G JO O H O S NO L N S Y WE T T W L *4 D N X TS A W N E Wd :0 9 ‘O N go r “W L S SA A '3 0 W d S Y3 a d V d ‘I J W O S LO N d “A l v a LO T d SA4b-/50 CD : JO B NO : ST A : PA P E R SP A C E : YE S PL O T SC A L E : PL O T DA T E : XR E F : TA L 2 2 3 4 FI L E N A M E : © MENG ASSOCIATES © ARCHITECTURE = PLANNING ‘LE MENG oe BO 2108 WESTERN AVENUESSEATTLE WASHINGTON 981212206 448-9640 TITLE — Ss RENTON SCHOOL DISTRICT K Zo TALBOT HILL kK > ee a & 7 im ELEMENTARY SCHOOL K- Cd Oo ° wed — st O =—- 2. + O=> ac | Ti ta ee, mt ae ir —— Z 5800 + 19800 6 = lho {oy PROJECT NUMBER Gis i] lt / 95121.00 ia = “Ft/ STAMPS << | } i ~ a es on 0 30’ 60’ 90’ ! C | “\-4 \ ns | as hob ell <208 as i Jot fi WZ gs I Ib o4 , i OO 35 Taps Nt i y- ° / fi / i Z ou | a Fin ¢ ff OY 35 TOR EL.=206/ 25 ] / fy a: a) / ET Fa fj f / DWG _CPS 3/6/36 as P/ EL 206 CHK - V REV = 5600 re) wie 15’ WIDE GRAVEL > | gba ACCESS DRIVE TO L _ | aby CONTROL STRUCTURE , = u 3 od i es ~ 1 a [—~- [~~ FineruR, 4 | S Q / —— ho EL.=203.19- ~ | Qe | i fo~\ olen hag CONTENTS wo a! = ) eg lg | |é Nf i : i She | EZ @ PECIDUOUS : | =i Ph TRG FeMoval < fo [ it J (@ OR, LASER) = Ky / hy = Ml us C) / / ae, G@ vpEeEcIDwUS > ny | is | 5 8 TREES “1 REMAIN BY , Is if i" ai ZH C2 LARCER., — fr | st SJ) fh 2). [TREE CUTTINe/LaNo cumnaNte, SY | fed @203.0 | 4+ KEYSTONE Ay | Wi, 203.0 =I SO}, | | I~ mit A SHEET LEE bly Hh JTOP/EL.=206 | BS @' coniFeRous Teee | Lic : Ss At MEY 9 shoo/ ATO BE CEmeved, z No, } MATCHLINE 2 CLENR2O FoR Gene, Tuipine, " ANG BrOswMe. Be Rermevero 2 1 | =) = * | NOV 27... Ore, S SA-9-15D i id — ———e ee ae SESS SR EES RR ae RES PS ee OIE RARE PRR EEE AY, aE AT cas ae aoe = = = SP ccaalade —_ ee 7 e oan ae = : , = _ ” a - " - = - = aie = SPE ay 4 ‘ LEGAL DESCRIPTION . ; 4 . THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 22 NOSTH. RANGE © EAST. : s WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS = { - So - nee a 4 | BEGINNING AT THE NORTHEAST TORNER OF SAID SUREIVISION = 3 | — | — =. FREN CE NORTH SWE SRT WE TT ALONG THE NORTHERLY LIM. DF DAID SUDTDVISTON. A DISTANCE CR ee ns 6 : ae! - eyent od cee NOS -EAST GENER SECTION 30, ---— 664.83 FEET TO THE TRUE FUNT OF BEGINNING, vo Tae OT? cf REWien FoR? : 4 : a WM La THENCE SOUTH O01°4311" WEST & DISTANCE OF 842 30 FEET | | | THE PURPOSE OF SANITARY ) — - 30 \ THENCE NORTH 88°16'49" WEST 4 DISTANCE OF 450 00 : | SEWER te UTILITIES PER pi aay ee Me : a 3 : : THENCE NORTH 4376'49" WEST 4 DISTANCE OF 29109 A No 6479471 po N= 20127 oy THENCE NORTH 02°15'37" EAST, ALONG SAID EASTERLY MARGIN. A : if= SEE NOTE 5 ! ' + YU ne Be bee? 4 ny oe oe, DF ant Fe | ee ee ee ee | al + ' Fv’ iL ae ; ‘ D. Z3kD ST. THENCE CONTINUING ALONG SAID EASTERLY MARGIN, ON A CORVE TO THE RIGHT HAVING A RADIU | mena | Looe ARC DISTANCE OF 401.23 FEET: f “i NES poe a = am hp NBS 4S W f , THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 2UCCE'46" EAST A DISTANCE ; “7% , / - THE NORTHERLY LIMITS OF SAID SUIBDIV -- CB 37 = DATUM POINT @p = 910.24 2 SOestW 664.83 / ve Ne THe iM OF SAID SUBDIV . 30.01’ os 2 THENC UTH 89°75 € a { BEGINING. Nk M5, VY i roy ’ cor > om NCE OF 45.77 FEET, TO A POI c ~ pe) B43 EAST, ,$ (ees i ao , ‘c h e si l is i Re > — j EXCEPT THE NORTHERLY 30 FEET THEREOF CONVEYED TO THE C'TY OF RENTON FOR SOUTH 23RD STREET BY DEED RECORDED UNDER RECORDING NUMBER 6626493 EASEMENT PER W&H PACIFIC _ GRAPHIC SCALE SO ee 2s 50 ( IN FEET ) 1 inch = 20 ft. SCHOOL — HYDRANT EXTENSION ae AN’ ae 6-24-91. DRAWING NOTES: ~ NO. 211751, DATED SEPT. 23, 1992 AND SUPEL ASSOCIATED EASEMENTS ; fp o72 | 1. FULL RELIANCE HAS BEEN PLACED IN CHICAGO THLE INDOKANCE COMPANY COMMITMENT FOS TITLE INSUR AN | : SC { | 2. DUE TO PHYSICAL RESTRICTIONS C4uSED BY PLPTR OR CS LTRECTONS, SANITARY SEWER.LINES WERE. UNA TOESSA 3 SUBJECT TO A 10 FT. EASEMENT Ta FUSE ( MES >» CONSTRUCTED GR TO BE C | FACILITIES AS CONSTRUCTED OR TD BE RECORDING Nc 910475052¢ 1 if. Per wre ge Set RET AN CAmu INL Wom &®@© worm ae f ON LALA SI BUILDING F.F. = 199.95 . or s " DIAMETER STEEL OOF PRLLAR ~a+~ EDGE OF DENSE VEGITATION — EDGE OF ASPHALT FAVEMEN? DRAWINGS OF REFERENCE CLASSROOM BUILDING F.F. = 203.99 f B46. STORM MH ONS = Riv= 198.07 iE= 19197 He N)\ 1E=-491 37 112" wy ' ao B= 497.27 12" x YARD LIGK? 2-32 STREET ILLUMINARE & FIRE HYDRANT 1. TOPOGRAPHIC SURVEY, TALBOT HILL ELEMENTARY SCH DL (OE NC 8750.02). HORTON. DENNIS & ASSOC, DATED: MARCH pay Le CLASSROOM - i x WATER-WALVE 2. TOPOGRAPHIC SURVEY, rOWNSEND-CHASTAIN & ASSOCIATES, DATED VAY 7, 1991 BUILDING . FF. = 199.19 e. FLAG POLE CN SITE PLAN. TALBOT Hit SCHOOL — HYDRANT EXTENSION, CY W&H PACIFIC, DATED: JUNE 6, 1997 GYMNASIUM CONC! BOLLARD : ! ARG (r.T wait CE 7 UNLUIAICAA £ 4 * KIT: A {So At tr i F.F. = 205.97 SVE EAPLREe 4 PLOT PLAN, TALBOT HILL SCHOOL, BY JOHNSON-TAMPANE.) A-MURAKAM! & C2 SAMTARY MH! PLO ALL = RAAE 194.26 J. f We SEE NOTE 22°75 74 13K YOG3 “SHRUB Ari AR pe eae De = each engines a Tas ie. Hop. of tee * oe ». CONSTRUCTION. DRAWING, TALEOT: RD: S fSHEET BCP 183. CiTy OF RENTON, DATED JULY 7985 : STREET SIGN @ GAS VALVE ® TELEPHONE RISER . qn é STORM MH RiIM= 201.04 ~1E= SEE NOTE 2 6. CONSTRUCTION DRAWING, TALBOT PARR — SW 23RD ST (SHEET 1 OF *1}, CITY OF RENTON, DATED: SEPTEMBER 14, 1966 Ai ‘Je 180.24 STORM RB 2 PMs TT's “4E=/ 181.96 (12" N) l= 182.91 (12" E)- % POWER VAULT ad CATCH BASIN SCHEDUL: COVERED PLAY AREA ou =GAS VAULT e 5" DIA CAPPED PIPE . CB 1 CB 2 CB 3 CB 4 CB 5 . RIM = 135.18 RIM = 149.60 Riv = 161.25 | 279 : ip ~~ ae .E.= 133.68 (6” SW) LE, 43 (6° £) LE = 760.00 (6” w) LE.= 177.80 (€" W) (e= 18) 2 @ SANITARY SEWER CLEAN-OUT ee ;Er=.133.93-{6" -NE) LE-= 148.23 (6" SW) (> DECIDUOUS TREE, 5° & UNDER . “HES TB4.6 3442" °S) HE= 18463 412™ wy See so pad, ™T. O20" CB 6 CB 7 CB 8 a CB 9 CB 10 god: - > DECIDUOUS TREE. & ? : . ? ° —~ Ps . 1) T 350” ‘ c (= 191.31 (6° E) <0, Ro. @ DECIDUOUS TREE, 20° AND CVER ‘Ee 191.25 (6” N) et fe - iE= 191.09 (6” W) CONIFEROUS TREE, 70” AI gD = ~~ " CA eer. ROCK RETAINING WALL RIM & NW) LE.= 197 a mur 1S OW; 4 NW) No NOZ17'35"E (M) ——_} UTILITY POLE AND GUY WRE 45.22". &C) mo r a n é SO L ‘J WHEELCHAIR RAMP @ FOUND SURFACE MONUMENT ae CB 16 CB 17 2B 18 CB 19 CB 20 WATER VAULT RIM = 203.2 RiM = 203.3€ | 3 mS “i 197 38 RIM = 198.75 (C) CALCULATED DIMENSION iLE.= 261.35 (6 SE} §€.= 201.52 i . SE) h.= SEE NOTr 2 . '—.= SEE NOTE 2 =195.25 (4" £). 794.00 (6" N) = 194.00 (6 S) i {M) MEASURED DIMENS:ON mo e m m (L) DIMENSION PER LEGAL DESCRIPTION —o— CHAIN-LINK FENCE CB 21 CB 22 -B 23 " CB 24 CB 25 RIM = 198.77 RIM = 201.37 RIM = 201.4 RIM = 203.90 RIM = 215.23 “w= =—=8 DIRECTION OF SLOPING GROUND /£.= 193.69 (8” N) E.= SEE NOTE 2 (E= 199.9 /E = 20307 (4 NW iE = SEE NOTE 2 1E= 193.69 (8" | , iE = | | | NZ fT ] x D1 2 8S SPOT ELEVATION BASEBALL DIAMOND CB 26 CB 27 CB 28 CB 29 CB 30 RIM = 203.82 RIM = 188.99 KIM = 190 04 RiM = 186.53 RIM = 191 iE = 201.48 (4° £S OO (477 NS iE 3k Te yO 18S m mM I e¢ ) cn CB 31 CB 32 OB 33 CB 34 CB 35 cir 5 RIM = 194.16 RIM = 183.15 RIM = 799 31 RIM = 199.00 RIM = 197.7 LE.= 192.49 (6” WwW) LE.= 187.98 (8° N) hE = 197.77 (8" W) LE.= 197.33 (6° W) “16 = 196.7C (4° 196.45 (6” ‘ \ x 7 7 . - — ; meee een | ~~ er ae REV. NO. DATE DESCRIPTION APPROVED RENTON SCHOOL DISTRICT £403 1220 NORTH 4TH STREET RENTON, WA PHONE: (206) 235-2699 TALBOT HILL ELEMENTARY TOPOGRAPHIC SURVEY. ELEVATION DATUM= CITY OF RENTON PER HORTON DENNIS & ASSOC., INC. JOB No. 875002 SHEET 1 OF 2 ELEVATION REFERENCE POINT FOR THIS SURVEY iS THE RIM OF THE CATCH BASIN AT THE EAST SIDE OF THE ENTRANCE FROM S 23rd. ST. TO THE ADMIN'ISTRATION BLDG. REFERENCE POINT ELEVATION= 201.15 AS SHOWN ON SAID SHEET 1 OF 2. CONTOUR INTERVAL= 2 FOOT T.C.A, INC. 409 3rd. AVE. 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E 7 > . $ : : rT b E g : O Li l Ox > s U Zz i fa m e Si t t i ' Gi = Oo rt S = ~ Li d a iv Zz =I Tl (U O ) GZ ’ 7P Q . . c e - O a < = ~~ i ~ _ = cr y (o e ) x —_ — — 96 | a 4 a at \Y £ 19 4 - 4 3 > ae | » (1 9 2 - 4 Pi e OS ae Sa rr — 8& 8 LY O0 9 V OO r Y o) wa d = —— —_ . “ ND WA ) / — \ a By e r eo n a ee e fe _ _ - a ee | TO - a a a > oN Ye OC ) 2 it NV ld JO } O I } S I U I L U p Y “A q ud W U e W W I Z Bh a e I 9 oa sa n a | de v | SI v G ‘8 NO I S I A D S on . oe + HO N I 40 N Al 4 6) NN I G V Y S ‘\ d e g sy s o m og n g / b u i p j i n g /b u i u u n j d | yM o s Ti n g ay | an e s ‘O N _ O N I M V Y G —_ HO N an e Sd o | "3 0 v d N O { N = r IN M V U G ‘M O O s d T 3 1 4 : 96 / 9 / 6 JO O H O S AY V L I N A W S 13 TH H LO P I W L 40 AL | D @ re a s , SC Of = J :a 3 N D I S 3 0 ai LO I Y L S I G TO O H O S NO L N S 3 Y cs h u t i i l i i s i a m — ‘a i o e n e vO C T W L *s S Y X ‘A J W Y N I T 1 S Talbot Hill Elementary School Site Plan Legend Total square footage of site- 473,470 S.F. Proposed total square footage including existing classroom building and relocated play structure- 56,993 S.F. Existing structures square footage- 52,839 S.F Percentage of lot coverage-11% Parking analysis- Total # of parking spaces, required- 1 PER EMPLOYEE = 45 Total # of parking spaces, provided-72 # of compact spaces-23 Parking space dimensions-9’ X20’ STANDARD 8’-6"X16> COMPACT 16’X 20’ HANDICAP Square footage of interior parking lot landscaping- 11,161 S.F. Square footage of all other landscaping- Building setbacks- Required by code- FRONT- 20’, REAR- 20’, SIDE 15’-5” Proposed- FRONT-20’, REAR 300’, SIDE 60” P46...” Mohn ——- a —_—_ fi / ’ HIGH fo) be CHAIN LINK NO2Z°17730E 45.22 TT Roe wn Ro Lg —. -\38°16’49" Ww 3 i SPS ea mee we ee ee ee NORTH | _ARCHITECTURAL SITE PLAN ( = 40’ . / IL =a CHILTER 1 | pf) Gusrine GYM Bile wae =f \ , ; BUMPS i! ; TS 6 pEeMevishey La f = 1 —— ‘ —— / PAD F : . MENG ASSOCIATES © ARCHITECTURE » PLANNING ona 2108 WESTERN AVENUE®SEATTLE WASHINGTON 981212206 448-9640 TITLE RENTON SCHOOL DISTRICT TALBOT HILL ELEMENTARY SCHOOL PROJECT NUMBER 95121.00 STAMPS DWG CHK REV CONTENTS ARCHITECTURAL SITE PLAN R: \ A D T 3 F I L E \ C L A S S R O O M S \ F e d e r a l Wa y SD 28 x 3 2 . d w g , -P l o t - S E C A- 2 , 04 / 1 7 / 2 0 0 3 08 : 2 6 : 4 9 AM FASTENING SCHEDULE MATERIAL LIST WALLS: PLATE-TO-—STUD VW TACKBOARD—TO-STUD © INTERIOR SHEETROCK—TO—STUD © INTERIOR BOTTOM PLATE~TO~FLOOR GYPLAP SHT’G—TO-STUD @ EXTERIOR DURATEMP SIDING—TO-—STUD @ SIDEWALL DURATEMP SIDING—TO—-STUD @ ENDWALL THREE STUD CORNER CONNECTION MIN. OF 2— 10d x 3” BOX NAILS (SENCO KC27 OR EQUAL) SENCO P15 STAPLES & GLUE #13 GA. x 1 5/8" SHEETROCK SCREWS AT 16” oc EDGE AND CONSTRUCTION ADHESIVE IN FIELD. 10d x 3” BOX NAILS @ 16” oc. (SENCO KC27 OR EQUAL) 6d COATED NAILS @ 7” o.c. EDGE AND 7” FIELD. 105 x 2 1/2” GALV BO X NAILS @ 6” EDGE, 12” IN FIELD (EXCEPT USE 4” oc @ TOP & BOTTOM) SEE ENDWALL FASTENING NOTES ON ELEVATIONS. 10d x 3” BOX NAILS @ 12” (SENCO KC27 OR EQUAL) FLOOR; 2 x 8 FLOOR JOIST—TO-RIM CLASS "A” BOTTOM BOARD—TO—JOIST FLOOR DECKING—TO—2x JOIST MIN. OF 4— 10d x 3” BOX NAILS (SENCO KC27-OR EQUAL) 16 GA. x 3/8” WIDE CROWN @ 12” MAX. EDGES ONLY 11_1/2" GA. x 2 3/8” RING SHANK © 6” EDGE, 12” IN FIELD. ROOF; RIM—TO—TRUSS ROOF RIM—TO—TOP PLATE LEDGER-TO—RIDGEBEAM TRUSS—TO—RIDGEBEAM SHEATHING—-TO—ROOF MEMBERS (SENCO GE—24). USE CONSTRUCTION ADHESIVE (AFGO1) ON JOISTS MIN. OF 5- 10d x 3” BOX NAILS (SENCO KC27 OR EQUAL) (2— TOP RIM TO RAFTER, 3— MICRO RIM TO RAFTER) 10d x 3” BOX NAILS @ 8” oc. (SENCO KC27 OR EQUAL) 10d x 3” BOX NAILS © 3” oc & 3 © BUTT JOINTS (SENCO KC27 OR EQUAL) 4— 10d x 3” BOX NAILS (SENCO KC27 OR EQUAL) ; 16 GA. x 1 3/4” STAPLES @ 6” EDGE, 12” IN FIELD (SENCO N19) NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. OFFSET SHEATHING 4 ft. BLOCK EDGES OF ANY PIECES LESS THAN 24” MARRIAGE LINE CONNECTION; RIDGEBEAMS & ROOF PEAK RIM JOISTS NOTE: ALL MARRIAGE LINES (DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE. ' 5/8” BOLTS with 1 1/2” DIA. WASHERS @ 4’— 0” oc AND 8” FROM EACH END (MINIMUM 2” EDGE DISTANCE) 1/2” BOLTS with 1 1/2” DIA. WASHERS @ 5’— 4” oc AND 8” (MINIMUM 2” EDGE DISTANCE) FROM EACH END v— 4 1 1 9 " PROVIDE SHIPPING SUPPORT FOR HINGED PONY WALL ——~ LU26 HANGERS AT ALL RAFTERS OVER SIDEWALL OPENINGS WITH | j 1 | | { 5 i 1 1 | i | 1 oi 1 q I ul i i] 1 oi , 1 i : ii ee ot e yl yt ri d fl it t ft it t tt mE io e n g y Ep SE ET T —— CONTINUOUS BRACE (CAN BE ABOVE OR BELOW) 12 @) ROOF: ROOFING. ........... -PABCO "PREMIER” 30—YEAR ARCH. SHINGLE OVER TWO LAYERS NON—PERF. 15# FELT APPLIED SHINGLE FASHION —HIGH WIND APPLICATION— NOTE: MOP TAR UNDER SHINGLES FROM EAVE UP 2’—0” TOWARDS RIDGE, TYPICAL @ BOTH EAVES SHEATHING.........-- 7/16” APA RATED (24/16) FRAMING ...........-- HINGED TRUSSES © 24” O.C. ’ RIDGEBEAM. ....2....1 1/2” x 24” MICROLLAM LEDGERS............. 2 x 4 TAPER CUT RIMS. ..........2.0ee .2 x 6 MICROLLAM - w/ NOTCHED 2 x 4 VENT RIM ABOVE INSULATION, ........ .R-30 CELLULOSE BLOW-—IN CEILING. ...........- -SUSPENDED T-BAR (PER UBC STD. 25-2) VENTING. ........... ‘ CONTINUOUS EAVE. AND RIDGE WALLS: SIDING. ....2........ .5/8” DURATEMP w/ GROOVES @ 8”oc SHEATHING. .........- 5/8” TYPE °X’ GYPLAP FASCIA. ..........2. .1 x 6 CLEAR CEDAR TRIM. ......e.eee weeeet X 4 CLEAR CEDAR © CORNERS / WINDOWS / MODLINE FRAMING........ EXT:2 x 6 HF. "#3" or “STUD” or BETTER STUDS @ 16”0c INT:2 x 4 H.F. @ 16” or 24” o.c. TOP PLATE. ........ .2 x 6 CONTINUOUS MICROLLAM BOTTOM PLATE. .....2 x 6 HF. ‘INSULATION... ... .EXT:R-19 FIBERGLASS BATTS INT:R—11 MINERAL WOOL @ CROSSWALL TO 8’—0” INTERIOR FINISH. ..... 1/2” VINYLWRAP TACKBOARD OVER ° 6 10d x 1 1/2" BOX NAILS INTO (3 5/8” TYPE 'X’ SHEETROCK ™) \ y) — = SKIRTING 2.....2.c..ee SHIP LOOSE (10) 4’ x 8’ PIECES OF i ~~ 7 1/2” PT CDX PLYWOOD PAINTED TO MATCH Pd “= \ SIDING, (10) VENTS & (4) CORNERS Snowe 1 . \ } FLOOR: CAULK AT L___ FLAME SPREAD 9” “ : ROOF RIM/ ee ee RIDEEREAN BRAGNG @ 8 —7 HC. COVERING. .......ce- ON SITE BY OTHERS a Top PLMTG : s NOT REQUIRED (MANUFACTURE’S OPTION) = en i < DECKING. 2.2.0.2... .3/4” APA RATED STURD—I-FLOOR u i" FRAMING. ..........- .2 x 8 DF #2 JOISTS @ 16”0c YT] Or LIMIT SPLITS TO 9 1/4” @ CTR. BEAM “Ty a6 oe, ~~ CAULK t & Oo RIMS. .....ceeceeeeee .2 x 8 CONTINUOUS MICROLLAM - AROUND 2 ue , : _ | WNpOWS _ z di - ONE DRY CUP PERM VAPOR BARRIER ee ae a z 2 ON THE WARM SIDE. TYPICAL THRU— < - _ INSULATION, 2.02.00. ~ OSE BLOW-—IN ‘0 | 3 B OUT THE BUILDING. ass ee i, wl & ag _ BOTTOM COVER......CLASS ”A” Jd, or CAULK WALLS - J ; -AT CORNERS FROM 00 = FLOOR TO CEILING 7 CAULK AT (4) (4 FLOOR RIM/ \A-4) BOTTOM PLATE— co / 4 \ sf 3 } | _ IU \ _} PIII VOVOY = j n~ MIDSPAN \ MIDSPAN : Nn SUPPORT . - SUPPORT ee a . REQUIRED 1/2” SPACE REQUIRED . co oO - 6-11" 6-11" 6’~11” 6-11" - * 7\ 4 rary 0 -PRELI SECTION - ADA a COPYRIGHT 2003, BLAZER INDUSTRIES, INC. ° TITLE: Section THIS MATERIAL IS THE EXCLUSIVE PROPERTY = MODULAR Clas sroom for: Issue Date: 4-]6-O3 OF BLAZER INDUSTRIES, INC. AND SHALL an 28 x 32 é — i NOT BE REPRODUCED, USED, OR DISCLOSED wa oo KCBA DRAWN BY: Ti! = TO OTHERS EXCEPT AS AUTHORIZED BY THE a INC. : DATE: 4-16-03 DATE REVISION By | WRITTEN PERMISSION OF BLAZER INDUSTRIES. | MM P.o. Box 489 maumsvitte, or 97325-0489 | WA GOLD | WILLIAMS SCOTSMAN Federal Way, WA. FOB No: Sp-76-150 R: \ A D T S F I L E \ C L A S S R O O M S \F e d e r a l Wa y SD 28 x 3 2 . d w g , Pl o t - F L R A- 1 , 04 / 1 7 / 2 0 0 3 08 : 5 7 : 0 5 AM 32’-0" arr ‘Sa xt wo XXX te) | pe 8'x4’ WHITEBOARD / DO NOT GLUE : A) ‘ NY, | wo oS / ° | >» i — _ — = _ — —_ - — o| + \ N Lu oO x 8 fecz260\ 8'x4’ WHITEBOARD DO NOT GLUE io) 1] [XXX cl) | , 12” SHELF 8’-0” Lone“ LOADING w/ HOOKS 6”0c BELOW SHELF . END Ce) Q’— O° ; 16°— Q” 7 FLOOR PLAN | 1/4” = 1'~o" oe REFERENCE 8%" x 11° SHEET FOR LOCATION OF 2 TIE—-DOWN STRAPS QTY. | SIZE DESCRIP TION LOCK REMARKS BBH/NRP_ HIN DOORS INSULATED GALV. STEEL PAINT FINISH 1 70 68 with STEEL. JAMB AND SCHLAGE ILCN 4041 CLOSER 3 WEATHERS [RIPPING CYLINDER | (EDA AR DEFAULT .60 U--FACTOR VON DUPRIN CD 99NL PANIC _ HORIZ. SLIDER-DUAL GLAZE—WHITE VINYL’ FINISH 004] WINDOWS 3 [46 x 48 | PHILIPS Fe SER tron SHADING COLFFIGIENT 88 (EXPIRES: 7/14/2004 | — MINI "BLINDS ~ | - COPYRIGHT 2003, BLAZER.INDUSTRIES, INC. MODULA ‘ LTITLE: Floor Plan THIS MATERIAL IS THE EXCLUSIVE PROPERTY a is Clas sroom for . ; Issue Date: 4-16-03 OF BLAZER INDUSTRIES, INC. AND SHALL | — NOT BE REPRODUCED, USED, OR DISCLOSED © at 26 x 32 KODA a NEG rr an ; TO OTHERS EXCEPT AS AUTHORIZED BY THE . ; sia DATE REVISION BY | WRITTEN PERMISSION OF BLAZER INDUSTRIES. | MM P.0. 80x 489 maursuie, or 97325-0489 | WA GOLD} WILLIAMS SCOTSMAN Federal Way, WA. F70B No: oe TALBOT HILL ELEMENTARY SCHOOL PORTABLE CLASSROOMS 2006 CONTACTS OWNER RENTON SCHOOL DISTRICT NO. 403 1220 NORTH 4TH STREET RENTON, WA. 98055 “ARCHITECT * GREENE—GASAWAY ARCHITECTS - PO BOX 4158 . FEDERAL WAY, WA 98063-4158 * CONTACT: - TELEPHONE: (253) 941-4937 - FAX: (253) 941-5122 CALVIN GASAWAY ELECTRICAL HULTZ / BHU 2407 N Sist St., Suite 200 TACOMA, WA 98407 CONTACT: SER] HAMM TELEPHONE: (253) 383-3257 FAX: (253) 383-3283 PORTABLE CLASSROOM WILLIAMS SCOTSMAN 14407 SMOKEY POINT ROAD MARYSVILLE, WA 98271-8904 CONTACT: STEVE YANTZER TELEPHONE: (253) 826-0332 FAX: (253) 891-9871 ENGINEER — BRIGGS ENGINEERING PO BOX 44781 BOISE, ID 83711 CONTACT: DEAN BRIGGS TELEPHONE: (208) 871-0200 . PORTABLE FOUNDATION VICINI NTS PROJECT DATA ABBREVIATIONS INDEX - SITE ADDRESS SITE DATA . PORTABLE DATA ASPHALT CONCRETE PAVEMENT GENERAL INFORMATION & SITE PLANS - TALBOT HILL ELEMENTARY SCHOOL SITE AREA 473,395 SF AREA (2) X 896 SF ao SUT A FLOOR PLAN / NOTES \ ' 2300 TALBOT ROAD SOUTH (E) IMPERVIOUS SURFACE AREA 124,872 SF AREA (TOTAL) 1,792 SF A2 SECTION / NOTES - RENTON, WA 98055 INCREASE OF IMPERVIOUS AREA 2,192 SF CONSTRUCTION TYPE 5-B. CONC CONCRETE A3 ELEVATIONS | PORTABLES 1,792 SF . USE E ON DOWN A4 DETAILS ’ LEGAL DESCRIPTION RAMPS 360 SF A5 RAMP PLAN / DETAILS - SEE ATTACHED WALKS 40 SF : TYPICAL PORTABLE TYPE: (E) EXISTING M—1 MECHANICAL PLAN TOTAL PROPOSED IMPERVIOUS 127,064 SF AREA 896 SF MAX F—1 FLECTRICAL PLAN " PARCEL NUMBER SURFACE AREA 2 HEIGHT 15 FT MAX rH PIE a Bsesesll S1A FOUNDATION PLAN / DETAILS - 302305-9073 : CONSTRUCTION TYPE V—N FT FEET . PARKING STALLS 72 USE E - SCOPE OF WORK : FIRE ALARM NO LOC LOCATION ' INSTALL (2) PORTABLE CLASSROOM EXISTING SCHOOL DATA : FIRE SPRINKLER NO LT LIGHT - INCLUDING RAMPS, WALKS & AREA APPROX 52,200 SF : BORTAGLE | RELATED SITE ELECTRICAL WORK. CONSTRUCTION TYPE V—-1 HR VALUATION A : USE E/A PORTABLE (FOUNDATION, $50,000 R RADIUS a 7 RAMP, STAIRS) > ELECTRICAL $50,000 ad erehel Ores | $100,000 SF SQUARE FEET = T THICK uj w/ WITH | WWF WELDED WIRE FABRIC } — CODES // —(€)_cure, A / } C1 GU HER INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION WASHINGTON STATE SIDEWALK © oan gt / AMENDMENTS WAC 51—40* 7 }/ _ >| = F , AR RY P/U lig: rs ee, ot i) \ a St pps 5) (E) FIRE (E) FH aps (€) LANE ; ! P—1 | Y COVERED [ }. Led w. . N N 7 \. = (E) PLAY , } | %, FIELDS WV . SS \ / 7s Ss / ro SS | 450’ N88" 16° 49” W + SCALE 1” = 100’ PITT ETT TT] 0 100’ 200’ 1 OVERALL Sl PLAN pe (E) BUILDING J r PORTABLE 896 S.F. SSX TYPE 5B CONSTRUCTION OSS P2 PROPOSED PORTABLE 896 SF, TYPE 5B CONSTRU y7 (E) GRASS —> 2 ENLARGED SCALE 1” = PTTTTTTTTT] e) 60’ 30’ CTION | S| i (E) COVERED _/ INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION WASHINGTON STATE AMENDMENTS WAC 51-42* INTERNATIONAL PLUMBING CODE (IPC), 2003 EDITION WASHINGTON STATE AMENDMENTS WAC 51-46 & WAC 51-—47* INTERNATIONAL FIRE CODE (IFC), 2003 EDITION WASHINGTON STATE AMENDMENTS* NATIONAL ELECTRICAL CODE (NEC), 2002 EDITION ACCESSIBILITY CODE WAC 51-—30* WASHINGTON STATE ENERGY CODE WAC 51-11* WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE WAC 51-13% * CURRENT STATE AMENDMENTS ARE DATED: JULY 1, G ©) @) @3 2005 ENERAL NOTES ¢ NLARGED . CONTRACTOR SHALL BE’ RESPONSIBLE’ FOR DETERMINING SCOPE OF °°! PATCHING AND RESTORATION WORK REQUIRED FOR COMPLETION OF ALL WORK. ALL PATCHING SHALL MATCH E CONDITIONS UNO. ALL UNDERGROUND UTILITIES ARE NOT SHOWN. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTACT THE UNDERGROUND LOCATION SERVICE @ 1-800-424-5555 @ LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. PERFORM ALL WORK EXCAVATION, BACKFILL, COMPACTION, & RESTORATION REQUIRED TO COMPLETE WORK. FILL DEPRESSIONS LEFT BY REMOVAL OF STUMPS, DEBRIS, EXCAVATIONS & ALL REMOVED IMPROVEMENTS. RESTORE ALL STM SWR, SAN SWR, WATER, GAS & IRRIGATION LINES ACCESSORIES & APPURTENANCES DAMAGED BY WORK. PLAN NOTES PORTABLE CLASSROOM SEE 1—A1.0 (FROM THOMSON ELEMENTARY) ASPHALT CONC PAVEMENT. 3” T ACP & MINIMUM 3” T CRUSHED ROCK (COMPACTED THICKNESSES) 2% MAX EA. WAY FILL TO PROVIDE LEVEL GRADE 3-FEET EACH SIDE OF ACP RAMP & STAIR, SEE A5.0 PL A N S TA L B O T HI L L EL E M E N T A R Y SC H O O L PO R T A B L E CL A S S R O O M 20 0 6 RE N T O N SC H O O L DI S T R I C T NO 40 3 GE N E R A L IN F O R M A T I O N & SI T E GR E E N E GA S A W A Y AR C H I T E C T S PO BO X 41 5 8 FE D E R A L WA Y , WA . 98 0 6 7 TE L : 25 3 - 9 4 1 - 4 9 3 7 FA X : 25 3 - 9 4 1 - 5 1 2 2 DATE: G1 SA-%b- 150 04/07/2006 VER G STAT OF WASHINGTON TE L | : : a i N PRECAST CONCRETE BEARING PAD . RIM AND OFFSET RIM | Zz PROVIDE 24-DAY COMPRESSIVE STRENGTH PER BUILDING | < OF 2500 PSI, MIXED AND PLACED IN MANUFACTURER } = ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE } n st ON MODSLL 3 5 ok ene BE Tie CLEAR OF BOTTOM. 2 17 Pa WH B O BARS SHALL BE ASTM A65, GRADE 60 OR (4) 8d TOENALS iy B 1/2°6 MACHINE BOLT WiTH 3-INCH | = EMBEDMENT IN PRECAST PAD \ < } a te ; w] >| = 2 t . 2X4 P.T. MUDSILL ANCHORED #| © ‘ TO BEARING PAD W/ BOTH 1-4 BEARING BOLTS Zz 3 _ tu NaLed To BULONG. RECAST BEARING PAD O cad RIM W 16d © 8"0c WITH FULL BEARING ON EXISTING GRADE ke => ite) (7 -EREGAST BEARING PADS (@)-PERMETER POSTS < 2 = Q 23 16d COMMON @ 8” o.c. rd sO FROM 2x TOP PLATE TO Oo sa HFf0 wos? 4x8 HPR2 MIDSPAN BUILDING RIM JOIST \ s a =} . TONAL. TO FRAMING Towa TO FRAN ; \ ODULAR BUILDING # Oz Y |% | sone W 6) ca ABOVE W/ (2) B4 COMMON at or BUILDING MANUFACTURER pee Le md = g i ; : JIE-DOWN EARTH ANCHOR . . Zo} | tewecus, 17 J ec aes yeah ares = oGshk — ACKSTAND W 4000 nt HEF? POST FOR A WORKING CAPAGTY | 2 HERZ SRDS © 20" om | TO ea INTERMEDIATE STUDS Z=a] s tm ) INSTALL PER MANUFACTURERS SET ON ASPHALT SHINGLE OF NOT LESS THAN 3150 POUNDS P.T. MUDSILL ANCHOR To PLYWOOD IN CONTACT WITH EARTH = IT™iI];, ~ INSTRUCTIONS proclyy fiel con tone vost ano Pap sc, GREASY Bas N\ OR CONC. SHALL BE TREATED. ~ Q wz He <) OR 11/2 PLYWOOD USSETS VATHIN 4” OF TIE-DORN PAH NGAGE AT LEAST ONE N) = =< $e i | POST W/(4) 8d EA. ANCHOR BOLT u ——— > = a. > ! x NN, ae AT PERIMETER POSTS «x © = — { tu Te) fe) : 2 =| 2 ul | | STRUCTURAL NOTES: a =] 8 taney Ea ae 0 & 5g O | . . 94 | 1. DESIGN INFORMATION @ LOADING: ® < as mages teem (G)-MOSPAL SUEPOHTS ol aa ~ re 5: } ot : 3 ala , La & © | A. BUILDING CODE IBC, 2003 EDITION , a TE, SPACE MACHINE BOLTS @ RT Hr BLO 4 HF THRUST LOCKING vt TOP PLATE m B. ROOF LIVE LOAD 30 PSF, SNOW «| NB) _ 3] 9 wR TR DULG WARRGE UNE. RS BLIGRSND GROER AS APPROPRATE [i Usd Bouts 10 pater Paste unten io a == aa C. FLOOR LIVE LOAD 40 PSF OR | ,0OO# CONC. — a £1 9 MANUFACTURER dearer WARRACNEE ABOVE | i. oo ee sane | D. WIND CRITERION 85 MPH, EXP B, I=1.0 } B1 ofoen WTR 1/6 (on EA0H) CHRD ep] E. SEISMIC CRITERION SDS= 1.0, |= 1.0, CATEGORY, D-| 2 Oe ee ee "SEE DETALS § ag dp) F, ASSUMED SOIL BEARING 2,000 PSF ~ = _ = woud wy anes po Gad A 7 OMLLOUTS E E 4 buts 8 (VERIFY W/LOCAL BUILDING OFFICIAL) 4 = MINIMUM CAPACITY. x4 = 3 gue. 8 <f 2. concrere : | 5 — 2 ot 5 serene Spagty fee | A. DESIGN COMP.STRENGTH 2,500 PSI = e Oh 1 PaO Ses Z PRECAST SEARNG Pi 7 $e) 2958 5) ul B. REINF. YIELD 6O KSI ZA on : s} soe: . O 4 POST WA4) 8d EA. CAST BEARING PAD EXISTING Gane = ° é 3 3. MASONRY: a @ a ® — PNT FULL BEARING ON NG GRADE ™ Ni bldeZ-0* PT HF PADS = 3 z a =~ é O A. 8X16X& UNITS ASTM C-90, GRADE N % 7 7 > y; © sestiewecen AY aetat0 PS HEBD PAD RaNarEe ORDER AIF OFS ARE FLUSH VERT. ot HD POST. 3 Lu B. SET UNITS W/CORES VERTICAL € NO MORE THAN 3 HIGH, PER O = VATH FULL BEARING ON OVER 2x12s2'-0" PT. HF #2 PAD eeeetue ote mae COLUMN ABOVE. Peo = & 3 ALT: ada Pt ep PAD: NOTE: W/ ROOF POST ABOVE (17,750fCAP.) IN LIEU OF PRECASN@ADS CENTER OF ADJACENT PADS. NOTE: ALIGN W/ ROOF POST ABOVE (10,660gCAP.) e | 4. SPECIALTY ITEMS: S = 2 8 6 MARRIAGE LINE SUPPORTS ~ EXCEPT AT ROOF BEARING POINTS (7-SNERTRANSEER. GRDER z = aa A. METAL PIERS TO BE CAPABLE OF SUPPORTING 4,200# lon = 3 B. SOIL ANCHORS SHALL BE AUGAR-TYPE SET AT GO° FROM = a MO OZ uk e VERTICAL; AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE; a) © 2 bt ed = ler < ie < C/) OR DRIVEN ANCHOR W/.STABILIZER PLATE, W/ A MIN. DESIGN — © = {ac = Ps — | LOAD OF 3,!50#. INSTALL GROUND PORTION OF THE | OolCsuil. ef | ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT FE = z= O].s ” \s2 or —_— | ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY “ad zee Bt jee | BLOCKED AND LEVELED. i Nag «|g 8g O <L C. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S ® ™) >= _ Ole Qa. | RECOMMENDATIONS. 1/2 BUILDING LENGTH 1/2 BUILDING LENGTH x @ z } 5 5. VENTING: 7 as y 3 2 A. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND ~ on Expires 12/31/2007 Y 2 —l | LOCAL REQUIREMENTS AT | NET SF OF VENTILATION PER 150 Oe ag igirzon7 | 2 '@) SF OF FLOOR AREA. Nw : B. IF A SUITABLE VAPOR RETARDER |S INSTALLED THE RATIO Lod “— © OC MAY BE INCREASED TOs00, IF ACCEPTABLE TO THE LOCAL OF =9 BUILDING OFFICIAL. QO. | _. 6. ACCESS: | A. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE : o% | © O23 B PROVIDE | 8" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF , E s § By ts 8 | +P] . : \ \ x 2<a? ] id REA ce FOUNDATION SCHEDULE & DETAIL # esi fue: g a C. PROVIDE 12" MIN. CLEARANCE UNDER FROM SOIL TO @ PERIMETER POST @ 6'-6" o.c. (MAX.) Bewead! Sasz |8[*s > , ee OF ALL BUILDING MEMBERS. (3) MIDSPAN SUPPORT @ 6’-6" oc. (MAX,) id : sf? i a} 9 oO 7 . NDITIONS: at ae ~gess| 2352 A. FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS @ TIE-DOWN ANCHORS WITHIN 5'—0" | OF LOCATION SHOWN 5 EE at | z | <« <L OR STRUCTURAL FILL, COMPACTED TO 95% OF THE (©) MARRIAGE LINE SUPPORTS @ 6'-6” (MAX.) = STANDARD PROCTOR DENSITY PER ASTM D-696. © PERIMETER SHEAR PANEL 51 5 — | B. SLOPE FINISHED GRADE AWAY FROM THE BUILDING 2 218 —. FOUNDATION AT A MIN. GRADE OF 2% FOR | O-FEET. EXTERIOR ROOF :POST SUPPORT 7 \3 Bly ‘al “ : 2 LL | a. a N) : a : ae 4 > aueenene,, , = 4 ig Was = (es gl 6 Lui | biog as Z \ ¥ 4) z >. O ' v oO a i a : m= Oo 4 7 7 DT. He —_ | U3) veg comme Oa as wal = “A |3 WALL SECTION Oz © 7 b— [Expires 12/31/200 $ 2x4 P.T. HOF#2 STUDS @ 24” o; Yr > o Y END NAIL EACH TO TOP AND —Y Z ad a cy BOTTOM PLATE W/ (2) 16d i”) OA uk = 2x8 P.T. HF ¥2 | < L. e = 2 ‘ —| = 6” WIDE GALVANIZED SCREENINE O > =. Re) I O SS an ane a ES = =AXIS O s Z ‘ we SAN SOS a oe sca ah hs joe a ww zIEE mM ” w= alt ) rr ! ~YSc/]z i Z re ee ee ee ee ee ee ee ee <cANDARD SeRING DETAL - x © 4 OC 6A 68 BLOCKED SKIRTING DETAIL 60 SCREENED SKIRTING DETAIL 6D FROST RESISTANT SKIRTING DETAIL a6 Gt <C > ” = 6A Og aL _— oo | ; N we . or > Lil a RIM AND OFFSET RIM aa 26 PER BUILDING OW a MANUFACTURER | oO ‘| P oe 5 | ae: Ss On ; r= § 3 z 2 ? § LN uso- © + . F atte <283 4 on iw aa) as3 ee gee ag z353 g Li > > = at a a 5) IPPER BEARING PAD ’ = = a o7S — é o = TOENAIL UPPER RIM TO POST ° < Po W/ (3) 8d COMMON Z. 3 > w OWER BEARING PAD Md x<or. <ie Sus © <x Li. & = |? ¥ o¢ DM co STEPPED MUDSILL SECTION ~” |22 aos ({Q-STEPEED_MUDSLL SECTION a OoO-~-s EX ige ui O |e" aon Lu O35 oe Y |s Oa = [ | Expires (2/31/2007 | DATE: 04/07/2006 S1A SA-4b- | 90 ay R: \ A D T 3 F I L E \ C L A S S R O O M S \F e d e r a l Wa y SD 28 x 3 2 . d w g , Pl o t - E L E C E- 1 , 04 / 1 7 / 2 0 0 3 09 : 2 8 : 0 2 AM ONE—-LINE-—DIAGRAM 100 AMP FEEDER PANEL MAIN BREAKER 120/240 10. i © ® 100 AMP ° e H ELECT. PANEL OO, Oo, OO, a 2” CONDUIT 2- #4 Cu STUB DOWN BY BLAZER GRD. ROD eo 6 = @ — SSE SINNER i | OP OWBANKANEN \ WO | [Le 1. WHEN STRANDED WRE IS USED, ALL TERMINATIONS ee 2 a, LD SQQALAYS AS SONRRENREL SS ~ _ i ee ARE MADE BY A PRESSURE TERMINAL, BY TAILING S WY AN Kr OFF WITH SOLID CONDUCTORS OF OTHER APPROVED - SS = SN \ MEANS OF TERMINATION. \\ WN CC « 2. ALL CONDUCTORS ARE COPPER: TYPE THHN. \ Ne S \ > SS “) ‘\ ek 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. KG \X . =] _—— ~~ WS OC) 4. WIRING METHOD IN METALLIC CONDUIT AND MC CABLE. S 1S \ \ NS SS 5. IIGHTING CONFORMS TO WASHINGTON STATF FNFRGY SN MY SS Ns . 8B CODE 51-11, CHAPTER 15. iS XX CDWn IA A GSS SSO : - . XX “¢@w 6. SERVICE ENTRANCE SLEEVE TO BE SCHEDULE 80 NN \\ SW P.V.C. IF REQUIRED . S \ . & \ « \N \ \ \ \ Wk . NS ; . ESSN SQ’Q x ELECTRICAL SYMBOLS —— es HEIGHT Aj won SYMBOL | DESCRIPTION TO TOP REMARKS . 4 | SINGLE POLE SWITCH 4g” | 1440 va, MAX. UMIT @§ | occUPANCY SENSOR ceiinc | 1200 v.a. MAX LIMUG. ©= | DUPLEX RECEPT. 20” | 180 V.A. EACH E | EC R I¢ AL PL AN | Ee” WEATHER PROOF RECEPT. 20” 180 V.A. EACH ©- | CLOCK RECEPTACLE 84” | 180 V.A. EACH fe = re K@ | PHONE/DATA BOX 20” | 1/2” STUB UP & DOWN PULL STATION 48” BL [re acarw vom /sreose | om” _| W/Z Raceway ow TYNQ | FIRE ALARM HORN/STROBE EXT. 84” Ogp | SMOKE -DETECTOR CEILING | ON SITE BY OTHERS @ _| THeRmostat 48” | TO TOP OF J-BOX UPD | Hvac oisconnect HO) | PORCH LIGHT 84" | 100 V.A. ~ ©) | PHOTOCELL 84” [0 |} 24” x 48” TROFFER | ceuNe | Fae ere) Wee Wm | POWER PANEL 72” - ol QTY. | SIZE DESCRIPTION ELECTRICAL PANEL | 1% J|100 AMP] SINGLE PHASE- STUB DOWN WITH 2” CONDUIT . =’, + , on LIGHTING | 9 2x 4 | TROFFER (3) 34 WATT TUBES — ENERGY MISER 7 BS . | 1 [100 WATT] VANDAL RESISTANT LEXAN PORCH LIGHT ON PHOTOCELL PREL| Mi IN ARY. H.V.A.C. , 1 2.5 TON | 10 kW WALL HUNG HEAT PUMP —WITH COMM. ROOM VENTILATOR NOT FOR CONSTRUCTION w/ MICROPROCESSOR— 7 DAY PROGRAMMABLE . | THERMOSTAT 1 BARD #8405-049 automatic SETBACK— DEADBAND CONTROL " COPYRIGHT 2003, BLAZER INDUSTRIES, INC. a MODULAR. .- TITLE: Td } THIS MATERIAL IS THE EXCLUSIVE PROPERTY on a“ Clas sr oom for: issue Date: 4-1 6-O3 “4 OF BLAZER INDUSTRIES, INC. AND SHALL 7. fc NOT BE REPRODUCED, USED, OR DISCLOSED aa 26 x 32 KCDA ris = TO OTHERS EXCEPT AS AUTHORIZED BY THE pion eninaauineg WA GOLD _ | WILLIAMS SCOTSMAN Federal Way. WA, Peace 4-16-08 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. MM P.o. Box 489 mAUMSVILLE, OR 97325-0489 ederal Way, - [JOB NO: SA-90- 190 R: \ A D T 3 F I L E \ C L A S S R O O M S \F e d e r a l Wa y SD 28 x 3 2 . d w g , Pl o t - T b a r - M E C H M- 1 , 04 / 1 7 / 2 0 0 3 08 : 5 9 : 5 5 AM 2 x 2 SUPPLY — 2 x 4 FLUORESCENT — 3’_0” AIR DIFFUSER TROFFER Oo ) 3 rr [0 @) st . ) oe! 0 fe j [IS oo a | . MARKFR TRAY » Oo Oo FINISHED FLOOR (4 \WHITEBOARD - \M-1/3/8" _ {°=6” t t . " —— SUSPENDED CEILING GRID . f 8 —0O L fPeesesssaaas . | u It a REFLECTED CEILING PLAN | an . . ca | 1 ” = * ” 5 bravetorererreal = —____.- : . /8 = . ire onaes t+ - tt ° 00 i Oy ‘ ir . Ps f Es | a ae + 1. DUCT MATERIAL IS 26 GA. GALV. AND FLEX DUCT. DUCTWORK SHALL BE SUPPORTED PER i el: UMC CHAPTER 6. ; tl He 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE FINISHED FLOOR _ DEVELOPMENT OF 50 PER UMC CHAPTER 6. : _ 3. SEAL TRANSVERSE JOINTS IN ACCORDANCE WITH UMC CHAPTER 6. ((B\COATRACK DETAIL (© \TEACHER'S CABINET \w=1/ 78° eae \u-1/378" = 1-0” 4. USE ISOLATION SLEEVES AT LINE CONNECTIONS TO PLENUMS PER UMC CHAPTER 6. MEET UTS = 1-0 ~ 7 5. 10” OR 8” DIFFUSERS WITH NO MANUAL DAMPERS, TYPICAL AS NOTED ON PLAN. 6. MINIMUM 630 CFMs OUTSIDE AIR REQUIRED PER WS VIAQC CHAPTER 3 AND TABLE 3-4. 7. ELECTRIC RESISTANCE HEAT NOT ALLOWED WHEN HEAT PUMPS ARE INSTALLED. “2% TON 10 kw HEAT PUMP WITH COMMERCIAL ROOM. VENTILATOR 10 ka cfm MAX 10— | _ _ - _ - S SUPPLY AIR - PLENUM #PWSO16 1/8” = 1'-0" : | Qty. | size [DESCRIPTION PRELIMINARY H.V.A.C. 1 2.5 TON | 10 kW WALI. HUNG HEAT PUMP —WITH COMM. ROOM VENTILATOR cscs, a heii! / MICROPROCESSOR— 7 DAY PROGRAMMABLE NOT FOR CONSTRUCTION THERMOSTAT { BARD #8405-049 AUToMATIC SETBACK- DEADBAND CONTROL _ COPYRIGHT 2003, BLAZER INDUSTRIES, INC. a MODULAR. ° TITLE: __T-bar/Mech THIS MATERIAL IS THE EXCLUSIVE PROPERTY an , Clas ad room for: Isque Date: 4-| G-O3 OF BLAZER INDUSTRIES, INC. AND SHALL { WN BY: Tdl NOT BE REPRODUCED, USED, OR DISCLOSED a5 re 26 x 32 KCDA \ os ' 1C_O3 = TO OTHERS EXCEPT AS AUTHORIZED BY THE pia : INDUSTRIES, INC. WA GOLD WILLIAMS SCOTSMAN Federal Way, WA DATE: as DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. MM P.0. Box 489 mAUMSVILLE, OR 97525-0489 ! cael Y> * | JOB NO: 4-40 -150 senrcontcrnaeerten le i Note), RAMP PLAN SHOWN hor Ze! HEEHT oe MODULAR ae @ WIever Finis] Flack WILL REQUIRE ADDITIONAL STeP(Ss) KND LONG RAMP, B, RANE here THAN ZO! IN LEDETH RERUIRE pdt, 5 INTERMEDIATES 4: eee Moke HY) Zo! EON »DJOIHING onnves REBVIRG 'ZURRD RAL'@ 47Zli4 Cawe Fil. FLA 4+ MSL cLEN | SpAese OPeENINées E-4 PIksTs @Bbiae B, FINAL CSSIGN APPROVAL oe Hagel BUILDING DEPT”! (VERIFY). _i LANDING 2 Ave. an oe to! ee ee a aa as ait pene ene eapaine ts Pipe See O Heoe RAL! 4a Ceres veil MA AU Ty Oe 4 Xs7piRs SHOCIn) 795 OPTe On) FO TEC) i< Hore? 1F Wele (ae ‘rer sumine | aera . | Bart ma eel Tila , : pet len Ls (er fice ° HP = La _— = eet " “eet m= © if _ WF 2! on 7 ; 7 OA PAME I RAVE th - f fue etl Ae / gS ME a = - (| 4 im Arse neal» i - Bs BLY = i FRET 7 eS Le paneer meeee Sais L . oe ~ it we te Pe PIER po” ao BE } eee ‘EepAL AG a M IpDRAIL piste pipe Ee TAAICN Coe We ° eae PICKET= € er . aaa IP teu Ay ad a a DJo| “ie v jal peers A NINE SIL Oe eibe DRIZANTAL EAL MEMP ERS, FIM > ELAN VIEW + RAMP, LANDING Slee fo" REVO CisDN2 Ker tous’ HANDRAIL 24 nxd 4 ID- aAILe ai “ (4 PETS 7! Fe Mrf FACINe. (pce sunt) ne SRR Set DouNl 17 TO PRIDE - 2/47 ene e sspes AxW2" cove aa gee yee STANDARD KAMP ELEVATION, es Y, beer oil 2" NANDRAL hci Ye Ci aaed SIDE renal L “tee DPA AI, Pi SToe@ eee \ St u d ion NO S ON BBE EAI | f oy 4 ; rie ERAUINee. RT| eda BE as Bhsper ee Lt knee + er ie —— meas onialey Ios | | lV, By ob oie aN fr Re Be Dare AN, ae: | aa Be APR. te Be) KEE WN | | ORRNRINE soproeteD Cet] | npk | LS Beeaes (Seen) LeT- = & aes \y an ny pei Pr. . BEE | GA VB i oe 2A ! Ps I C I N G HI “RUUILDING WALL 4 Bre TE ODER HANDRNL | A Hie ae a ROUTED ot 'sippe oR) agi pal fs CRIP ARG PER cope. | Sie pierce we camtaure. hy’ Be XRE a OPTIONAL ce IF More. * at “Bae we Tikl Zo" WwvbeRNG | || ge! POKES @ Be |p RERID. PROVIDE 22 See , ter 1-~2.x2 PickieT= (MAL 4! CLEAR than H ‘| 44! RAMP WIPTECMIH, Do. a | IM EDD AREER SARA EN aay LIS Proltecg ame | | mies TN ter Uae Ak ag Zim ms Cpt = se ae PL ON Er Lee POUL ke 7 4 SENABe ADE, |? \ See 4 Re E40 1 PALE Dee aa us thes 6 EE TERT : th cate Geo / “A aol ~ BRste aan = (PNG; BSHBUOR COMPETED Sal) TRAMP SECTION | ~ Beate \"2]-o" FEY D G37 OSAP OL II PRS VAIO rN pees HN SENNA Ing TE OSM Nat Tae BORNEO nee PTO ku eee eer seeet tenn REBT ores ANS RA M P PL A N 4 DE T A I L S R: \ A D T 3 F I L E \ C L A S S R O O M S \F e d e r a l Wa y SD 28 x 3 2 . d w g , Pl o t - D E T A- 4 , 04 / 1 7 / 2 0 0 3 08 : 5 7 : 5 4 AM PONY WALL AT HIN RAFTER; VENT SCREEN 16 GA. x 1%” STAPLES AT 4”+ oc. RIDGEBEAM = 1. FASTEN HINGED RAFTER TO PEAK RIM w/ A34 CLIP EXCEPT AT VENT NOTCHES 134" _MICROLLAM AND 3- 8d x 1 1/2” NAILS EACH WAY PLUS 2— 12d NAILS END GRAIN. 2 4 TOP ROOF RIM WITH EXTEND ONE STUD UP ALONG x 2” NOTCH AT EACH BAY RIDGEBEAM AND FASTEN WITH 2. FASTEN TOP AND BOTTOM 2 x 2 PLATES TO SS » gn , 6- 10d x 3” BOX NAILS OR EQUAL EACH STUD w/ 2— 12d BOX NAILS, MIN., PLUS gy Ay 2° x 4° x 19° SPACER BLOCKS e 2”x 4x 30 GA. METAL w/ 2— 16 GA. WIDE CROWN yauis opt . STRAP - STAPLES EACH END. mA % x 5” x 19° SHEATHING SIMPSON $T2215 OR EQUAL. . 5 i WITH 16 GA. x 1%” STAPLES USE 7— 10d x 1%" NAILS —— . c 3, FIELD CONNECT TOP AND BOTTOM 2 x 2 PLATES AT S’oc, INTO EACH RIM EACH END OF STRAP. TO UPPER RIM AND TO RIDGE BEAM w/ 12d BOX t . NAILS AT 8” o.c. BOTTOM ROOF — a “1 x 6 FASCIA 4, BUILD WALL IN SECTIONS (MAX. 16’—0”) : we . CROSS BRACE WITH STEEL WALL BRACES EXCEPT VAPOR BARRIER wield iiaeiiaiidia : USE 3/8” OSB FOR FIRST 8’—0” FROM EACH END END COLUMN | ” : GLUED BEARING WEDGE SIDING USF DOURIF 2 x 6 DF. 4? ___ FASTENED w/ 16 GA. x 1 1/2" STAPLES © 4" o.c. (9’ PANELS CUT TO FIT) WITH 4" FILLER BETWEEN STUDS. ‘WV Mi 5. LOCATE STUDS TO OCCUR UNDER HINGED RAFTERS. NOUBIF ROW OF 10d x 3” BOX - ) i 2.x 4 PEAK RIM w/ NAILS OR EQUAL AT 8"oc. 16 GA. STAPLES 4"x 2” NOTCH AT EACH BAY NAILS TO BE ANGLED SLIGHTLY TO pe wy /- PREVENT NAIL PENETRATION THRU 7 | = Ff = . . NEXT COLUMN STUD. — , . Th . , . , | 3 EAVE DETAIL ee 11/2” = 1-0" ADD TIGHT FIT 2 x 4 BLOCKING . . TO NEXT STUD AT WALL THIRD POINTS. ae UY 2”x 4”x 30 GA. Ww 2 x 4 D.F. STANDARD RIM STRAP a STRAP, TYPICAL — SIMPSON ST2215 OR EQUAL - H+? x 4 D.F. STUDS @ 24” o.¢ USE 7— 10d x 1%” NAILS A EACH END OF STRAP. i rain 2 x 2 PLATES JOIST | JOIST [10d x 1%” ve AI DK SIZE HANGER | NAILS : . RIM JOIST | 2x8 | Ww26 6 1%” MICROLLAM FLOOR JOIST | TT . de 3 “a AOU , ‘4 HAMID gUANAEAE a ADD TIGHT FIT BLOCKING UNDER \/ M ——__| = 3 SPACE. coNr COLUMN FOR FULL BEARING. . /\ /\ esl INSULATION S | NOTE— FASTEN ry - 1 3/4” RIDGEBEAM i TRUSS TO RIDGE . 2 a oe . ——EEe 4 EC226-F - END COLUMN SL AFaL Ss DBL 2x6 BEAM w/ MIN, > > > | NO PL Too 4— 10d x 3” 1/2” SPACER 7 ”"Z” FLASHING BOX NAILS . . . | a 4 SER VAPOR BARRIER =a a, REQ’D iis Auli ah A | : INSTALLED ON SITE FASTENED WITH SITE_WORK: . - 6d DUPLEX NAILS. 1. INSTALL RIDGEVENT w/ 1” GALV. SCREWS @ 12” oc. EACH SIDE 2. INSTALL INSULATION. @ MARRIAGE. LINE FLOOR DETAI L 3. INSTALL VAPOR BARRIER ACROSS MARR. LINE, 2 MIL MIN, . : 7 (CLOSE-UP PLASTIC SUPPLIED w/ BUILDING MAY BE USED) 11/2” = 1'-0 1 1/2” es 1 79” 1 3/4” RIDGEBEAM —S$T2215 with 4— 10d x 1%” GABLE END RAFTER NAILS EACH END ° a LEE: itil f+ %" DIA. BOLT 9 w/ 1%” DIA-- WASHER didi: tit -—_ - = a VOTET | Ut WUE Siti . : a %” SPACER — , : | , ee eS EXPIRES: 7/14/2004 | COPYRIGHT 2003, BLAZER INDUSTRIES, INC. . . - TP TITLE: TJ THIS MATERIAL IS THE EXCLUSIVE PROPERTY _ MODULAR Classroom for: . lame Dales A-1 G08 OF BLAZER INDUSTRIES, INC. AND SHALL . NOT BE REPRODUCED, USED, OR DISCLOSED PT ee 26 x 32 KCDA Oe AN ot bE f | TO OTHERS EXCEPT AS AUTHORIZED BY THE ae : eae ee WILLIAMS SCOTSMAN . DATE: 4-16-03 DATE REVISION By | WRITTEN PERMISSION OF BLAZER INDUSTRIES. | MM P.0. 80x 489 mauMsviLLe, or 97325-0489 | WA GOLD M TSM Federal Way, WA. FOB No: | | | BA- 40-150 Lae ~ + —_ ~ > -j— => - 7 : mal - bal FLOOR LINE [_--_— ee - --- = - GROUND J LINE @ @ WALL 'A' ELEVATION 1/4” = 1'-0" SIDEWALL FASTENING: ADD BLOCKING AT WINDOW HEADER AND SILLS AND DOOR HEADER. USE 1%” x 12" x 30 GA. STRAP AND FASTEN WITH 3— 16 GA. WIDE CROWN STAPLES EACH END. "Z”" FLASHING. 4 bee -_ + ~— — - — a ond _ aa aoa —| = -- -~ 2 - - : - BOTTOM OF ~ WALL 'C' ELEVATION PRO CUT SIDING, GYPLAP ~~ AND TRIMS AND SITE INSTALL IN THIS AREA ® — PRE-—CUT SIDING, GYPLAP USING SAME FASTENING 1/4" = T=O" 77) 7 om ; ces | 400002 | —4ot . 7 GGGGiAZGZZ Y) YYY GGiZ YZ = MAA = = GGU0G440004 0400000 | Die rT ry ENDWALL FASTENING: _ INSTALL %” DURATEMP SIDING WITH ALL EDGES SUPPORTED OVER %” TYPE °%’ GYPLAP AND FASTEN WITH .105” x 2%” GALV. NAILS @ 4” 0.c. EDGE, 8” IN FIELD AND DOUBLE ROW © 4” o.c. TO END || JOIST. ) | a i _ i I Ati | aRGE LLEELE an | | ~ ; ~ PRELII ~\ctAG LOCATION ACTAG LOCATION . : a | —_ NOT FOR CON WALL '1' ELEVATION BS ~ WALL '2' ELEVATION ed —— ee ee ee -——— ws - - nm R: \ A D T 3 F I L E \ C L A S S R O O M S \F e d e r a l Wa y SD 28 x 3 2 . d w g , Pl o t - E L E V A- 3 , 04 / 1 7 / 2 0 0 3 08 : 2 7 : 2 0 AM 1/4" = 1-0" - 1/4" = 17-0" [EXPIRES: 7/14/2004 |. COPYRIGHT 2003, BLAZER INDUSTRIES, INC. . ) TITLE: __ Elevations THIS MATERIAL IS THE EXCLUSIVE PROPERTY a MODU LAR Classroom for ° . Issue Date: 4-16-03 OF BLAZER INDUSTRIES, INC.AND SHALL * | - 28,32: | . . aon NOT BE REPRODUCED, USED, OR DISCLOSED ue INDUSTRIES, INC KCD A ‘ —— BY: TJ! Pd TO OTHERS EXCEPT AS AUTHORIZED BY THE ideals bees ; DATE: 4-16-03 DATE | ~ REVISION : BY] WRITTEN PERMISSION OF BLAZER INDUSTRIES. |] MMM .0. 80x 489 maumsviie, or 97525-0080 | WA GOLD | WILLIAMS SCOTSMAN _ Federal Way, WA. FioB NO: GA- Fb “ |90