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HomeMy WebLinkAboutLUA-99-078 - Large Format SITE PLAN — Supplemental Information Site Size: 9.4 acres (409,464 sf.) Building Area: First floor (existing) 5,084 s/f. First floor (reconstruction) 6,536 s.f. Second floor 286 sf. TOTAL 11,906 s/f. % Lot Coverage 2.8% Building Height: Existing gym: 25' New construction: 18° Allowed by code: 30’ Building Setbacks: (Code/proposed) Front yard (20’ minimum/88’ proposed) Side yard (5’ minimum/85’ proposed) Rear yard (20’ minimum/426' proposed) Impervious Surface: Existing: 85,340 s.f. (20.84%) / Proposed: 85,863 s.f. (20.97%) Landscaping Analysis: / Building (foundation plantings): 4,270 sf. Sign: 900 sf. Parking Lot: 2,430 s.f. Interior parking lot: Os.f. Wildlife habitat/natural area: Os f. TOTAL 7,600 sf. Parking Analysis: Stalls required: © unknown Stalls provided: 79 Compact stalls: 24 (8.5’ x 16’) Standard stalls: 53 (9’ x 20’) ADA accessible: eit! EXISTING LANDSCAPING pwn 7 : XX Lo, NO. ZA LR SED ty, ‘/ <O Q Vane (/) O35 J \\\\\\i aE 00000000 ZA medit WALIK W/ 30 spAnbadd ATD BUILDING EXISTING PARIING ~~ 7 ADatertatas 2 499,404 SF (3.4 ACRES) A TAL Ls D MATCH EXISTING CONC. W CONC. WALI AT ENTRY AS To St OWNER: CITY OF RENTON COMMUNITY SERVICES DEPARTMENT 1255 8. GRADY WAY RENTON, WASHINGTON 98055 (425) 430-6602 (OWNER) (425) 430-6602 (AGENT) SI°l'D'wW . 88661' ASPHALT GAME COURT SAND 7 PLAY AREA . 7 AN EXISTING BALLFIELD O Sry P>, ZAcBe GENERAL NOTES: . FRRIOR TO GENERAL/SELECTIVE DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE PERMISSION OF THE OWNER TO DETERMINE WHETHER HAZARDOUS MATERIALS OR ASBESTOS |S PRESENT IN DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR encarta BE FOUND IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY ONTAIN SUCH MATERIAL AND DISPOSE OFFSIDE IN AN APPROVED DUMP SITE AFTER OBTAINING OWNER'S PERMISSION TO DO So. ERT AND MATCH EXISTING CONC. ALIK W/ NEW CONC. WALIK AT 3 ENTRY < MECH. PAD W/ 6'-0° HIGH AIN LINK FENCE. PROVIDE PR 4'-0" — & WALOCK. \ 2. Mi CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, ETHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE ONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY URING PERFORMANCE OF THE WORK . THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE REQUIRED AND/OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT STRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND |S NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S TY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 5. VIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO TECT PUBLIC FROM INJURY DUE TO DEMOLITION WORK . BARRICADES TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED. e. VIDE BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT STRUCTURE TO REMAIN. 1. OVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION RATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OFF SITE. YIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING OSED DUE TO DEMOLITION AND CONSTRUCTION ACTIVITIES. 85'-O""s ISTING LANDSCAPING. INSTALL ‘VERIFY IN FIELD DECAPING WHEN PLANTING = DS ARE READY To Accept 9 IDSCAPING 8 Ss | re RI F Y IN FI E L D oS S TECT FROM DAMAGE, EXISTING WORK THAT IS TO REMAIN. INATE ALL DEMOLITION ACTIVITIES WITH OWNER OR OWNER'S REPRESENTATIVE. EDMONDS AVENUE NE OR TO PROCEEDING WITH DEMOLITION, PROPERLY PROTECT ALL UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. 2. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL E:\1998\98383\ 98383.01\ 98383A1 (480) WATER AND FIRE DAMAGE. 32. oC TACT THIS OFFICE AT (206) 281-1500 IF ANY ADDITIONAL DAMAGE IS FOUND URING THE DEMOLITION WORK. SITE =| AN Filin l4. LEAVE SITE BROOM CLEAN AFTER DEMOLITION WORK IS COMPLETE. SCALE: |"a4Q'-" Ww NORTH 27. 28. NO SCALE VICINITY MAP: | AN ! ap ASSESSOR'S PARCEL NO: 122150-2515-2 LEGA_ DESCRIPTION: RENTON HIGHLANDS ADDITION, UNNUMBERED TRACT EAST OF E STREET AND SOUTH AND: EAST OF BLOCK 1. . BUILDING DATA: ZONING: RS SITE AREA: 409,464 SF (9.4 ACRES) SEISMIC ZONE: 3 CONST. TY! TYPE V I-HR OCCUPANCY A3 (ASSEMBLY/GYMNASIUM) , OCCUPANT LOAD: , 361 / BUILDING AREA FIRST FLOOR (REPAIR) 5084 oF 25 _ FIRST FLOOR (RECONSTRUCTION) 6536 SF SECOND FLOOR 286 SF TOTAL 1906 SF ALLOWABLE BUILDING AREA 12500 (BASIC) x 2 SEPARATION 4 SIDES = 212OO SF. ALLOWABLE! GREATER THAN ACTUAL BUILDING USE: COMMUNITY CENTER SCOPE OF WORK: THIS PROJECT CONSISTS OF THE FIRE DAMAGE RECONSTRUCTION OF THE ACTIVITY CENTER AND COSMETIC REPAIRS TO THE GYMNASIUM, INCLUDING THE MENS AND WOMENS RESTROOM. . DONOT SCALE DRAWINGS VERIFY ALi. GRADES, DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH THE WORK. REPETITIVE FEATURES MAY BE DRAUN OR CALLED OUT ONCE, BUT SHALL BE COMPLETE_Y PROVIDED AS IF DRAWN IN FULL. ' ALL WOOD PLATES, NAILING STRIPS, AND LEDGERS, IN CONTACT WITH CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED. CUT ENDS, ETC, SHALL BE SEALED. ALL VENTILATION OPENINGS SHALL BE SCREENED. INSTALL NEW THERMAL INSULATION IN EXTERIOR WALLS AND ATTIC SPACES. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTION AND RECOMMENDATIONS. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER ALL NEW FI.UMBING FIXTURES 4 FITTINGS SHALL COMPLY WITH WASHINGTON STATE UNIFORM PI-UMBING CODE AMENDMENT RCW 19271112. MECHANICAL, ELECTRICAL, PLUMBING WORK TO BE FILED UNDER SEPARATE PERMIT. NEW PLUMEING FIXTURES MUST MEET WITH STATE WATER CONSERVATION STANDARDS. . ALL GLAZING IN DOORS AND WINDOWS IN SPECIFIC HAZARDOUS LOCATIONS SHALL BE SAFETY GLASS IN ACCORDANCE WITH SEC. 2406 UBC. BUILDING ENVELOPE REQUIREMENTS: ROOF OVER ATTIC R-30 OPAQUE WALLS R-13 SLAB ON GRADE R-I0 INSTALL ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING PER UBC. CHAPTER 10, FIRE CODE AND CITY OF RENTON REQUIREMENTS. NEW CONSTRUCTION SHALL COMPLY WITH UB.C. CHAPTER Il (ACCESSABILITY) AND WASHINGTON STATE REGULATIONS FOR BARRIER-FREE CONSTRUCTION (WAC 51-20) THE CONTRACTOR SHALL LOCATE ALL EXISTING CAPPED UTILITIES SERVING THE SITE. THE CONTRACTOR SHALL CONNECT ALL EXISTING UTILITIES WITH NEW BUILDING SYSTEMS AS INDICATED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AND GOVERNING MUNICIPAL UTILITIES. she cata SITE UTILITY INFORMATION MAY BE OBTAINED FROM THE CITY OF RENTON, CITY IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 1999 Da t e DS N O / 3 2 a Re v i s i o n PE R M I T SU B M I T T A L SI T E RE V I S I O N S No . De s i g n e d M. TH O M P S O N Dr a w n JR O . Ch e c k e d AB . 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BS [yee Ix T&G ID FLOORING TO BE i om , i ' ‘ bg F : Lom 3 EES SEP ACEO. (RANDOMLY FINGER g'-O W934" | B38 172 38'-2 3/4 : 32'-8 1/2 |. 10-0 8 BEE NEW FLOGRING ALONG EAST My 22s AND WEG] ENDS OF GYMNASEM) >) : | EN a <1) I J r ~t | Ex! If Ba t S th | ey H © Sn | Or — cmt op | Gy OD O | Ta | oD) ea = : Ss 8 | 4 GAME ROOM WW : RAFTS ROOM wae] 8 C.4 5 3 ! P | : | rmenanical’| 8} | @ A. ape ! |_) - BQUIPMENT ~ 2 = o ' » | - (GEE 'MECH - * ea SL | 3 ! aN ., [DRWEs2. | 4 4 yu IE TA] = | Ay FE PV } / y o MECH. PIPING CHASE _/ - = ¥ 1g 9 CORRIDOR. =< FOR PAD MTD. Hvac fF = | ! %) UNITS. 1ID' LONG. a - Bs 3 ; - ft & REMAINDER LOORING | \ % 7 = Be 2 TO BE SANDED, GAPS FINED | H a = FCI E: : : ae p BETWEEN ISHED | | : Masrare- aba . a rn TO MATCH ORIGINAL FINISH 4 INCL. | A (Hist aa H =a ma 8 : PAINTED BASKETBALL STRIFPING) | x [17] ee eal | Q E VERIFY SBLVAGEABILITY OF[FLR | 9 W/ WOOD-FLOORING CONSUL TANT | q a | 16) Oy ( é | ‘ 7 {! 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FOR ADDITIONAL INFORMATION AND DETAIL) S. : TO BASEMENT MAIN FLOOR PLAN IN A V SCALE: /8"=I'-O" S) > NORTH a Ul 429 _1Y yr W wt t Q <I . Ayes U 1) Q vowt PL on Q 6 (NO WORK) | | ee su V f > at O stu ; — ~eNEP ii i Zz iu 8 eke BASEMENT PLAN VA oF SCALE: 1/8'sl'-O" ALL INFORMATION ON THIS DOCUMENT NORTH IS THE EXCLUSIVE PROPERTY OF rr S DN OR PACIFIC ENGINEERING TECHNOLOGIES, INC. 2 © COPYRIGHT 1998 al E:\1998\98383\98383.01\98383A2 (96) } Job No. 98383.0) SR- 99 O18 Da t e PE R M I T SE T Re v i s i o n No . 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SIDE (SEE SCHEDULE FOR BETWEEN EACH XY “== /8" Ti-ll PLYWOOD SOFFIT GA FILE No. WP3514 FINISH) TRUSS 4 OVER 5/8" GYP-SHEATHING We Z \ / UL DESIGN No. F522 X W/ 3" WIDE CONTINUOUS | = A 4 7 : \ SGREEN VENT PATTERN) WIRE SAFETY +48" WAINSCOT TYPICAL AT cS} ALUMINUM FRAMED WINDOW GLASS / LOBBY| AND CORRIDOR WALLS W/ INSULATED DBL GLAZING "4 rH ‘ : BEVEL SIDING OVER 7 qT 6 hi Fi \ VAPOR BARRIER, 5/8" GYP-SHEATHING, 172" PLYWD SHEATHING REINFORCED CONCRETE SLAB ON GRADE AND 2x6 STUDS at 16" OC. REC OFFICE LORRI / (SEE STRUCTURAL) W/ STEEL TROWEL FINISH W/ R-19 BATT INSULATION 7 BETWEEN = 7 é GA FILE No. WP8105 y ; SXARRAN ee LPC EOP oOEPogd LAPPORD KPH GPRS PPR LPR oo LELPIRD PeOPOogd feoPpPOogd LPH EoPPOood LP OORD PePPPOo0D cP og PRS —SWSk REG COCO KIREREEREREIEREREIERERELRELERELREKRERLRRG RRA Boge” OQ ar YY YOY OY OOO OY YOON es 4''o PERFORATED FOOTI Y RRO ROR Z, 2 D FOOTING DRAIN ENE NE NE NE NEE NESE NEE NEC NINE NEN XESS W/ FREE-DRAINING GRAVEL COVER R-ID RIGID INSULATION’ NSYAYARYANYY AND FILTER FABRIC WRAP | RIRSIRS 1 TYP. AT BUILDING | BUILDING SECTION |A PERIMETER | SCALE 3/8"'=|'-O"! HM. STOP EXTERIOR SIDING ? I VAPOR BARRIER OVER WV EV NGF NK A eee HEAD FLASHING (SLOPE r q FLASHING 10° TO DRAIN) S ean nwldanan EXTEND I" PAST EA. JAMB i 4" WIRE SAFETY GLASS CS SOY? x4 TRIM BOARD J ” PENETRATION FLASHING < 4s OVER NAILING FLANGE pitti Nf ren m — INSULATE MECH. MEZZ. WALL / <1 |3 (VERIFY W/ 3-TAB SEAL-DOUN COMPOSITION PLASTIC LAMINATE WAINSCOT : TJI25 ROOF JOISTS at 24" OC. ui EXISTING) | A W/ 5/4" & 2" TRIM CHAMFER BETWEEN SIDES OF MECH. MEZZ. W/ R-30 BATT INSULATION ] TYPICAL I-HR WALL ALL T T) ft, rm \ LN NLS FTI @1@1@10101010101@1@1@1@1@1@l@l( Nin So OVER TJI25'S at 12" OC. 3/4'' PLYWOOD FLOOR rN MECHANICAL _OFT \ ia SHINGLES (ARCHITECTURAL GRADE) OYER 2 LATERS BUILDING PAPER AND 5/8" PLYWD SHEATHING PAINTED HOLLOW METAL FRAME W/ 1/4" (SQUARE PATTERN) WIRE SAFETY 5/8" TYPE 'X' GUB OVER RESILIENT CHANNELS at 16" OC. (SEE SCHEDULE FOR FINISH) UL DESIGN No. F522 }— REINFORCED CONCRETE SLAB ON GRADE (SEE STRUCTURAL) W/ STEEL TROWEL FINISH 8' - 6 " CL G HT GAMES MEN'S RESTRM | 7 . . _ rs INSULATED HOLLOW MTL EER LPR LP LPO SE LPRRS Aopen EEN A Se : DOOR ULRIKE KERRY PITTI ROR ORO WOAOQKNYY R-ID RIGID INSULATION TYP. AT BUILDING — ee HEAD - EXT. DOOR [> SCALE 3"s|'-O"' BUILDING SECTION (© SCALE 3/8'"s|'-O" BOTTOM TRUSS CHORD ™ CAULKING ‘ | f ZL L bP 2x4 STUDS at 16'' OC. W/ 5/8" TYPE 'X' GWB EA. SIDE TYP. CORRIDOR WA \W AN EDGES 1/4" AT OPENINGS & PLASTIC LAMINATE WAINSCOT W/ 5/4" & 2" TRIM CHAMFER SCALE 3"'2|'-—" E:\1998\98383\98838.01\98383A6 = (32) CAULICING WINDOW FRAME, SET IN CONT. SEALANT BEAD HEAD - EXT. WINDOW \ EXT. PLYWD SHEATHING 5/8" EXT. GYP-SHEATHING 4 SCALE 3''s]'-0" NOTE: EXTEND HEAD FLASHING 3/4" BEYOND JAMB EXTERIOR SIDING YAPOR BARRIER OVER HEAD FLASHING N i = SHT MTL HEAD FLASHING h ID° SLOPE TO DRAIN NM Nh — HOLLOW METAL FRAME Ix SILL W/ PLASTIC LAMINATE FINISH PENETRATION FLASHING UNDER WINDOW FLANGE VAPOR BARRIER x4 TRIM BOARD ——~} Z FIRE RESISTIVE sccese_/ PANEL I-HR FIRE RATED CLG ASSEMBLY (SEE SECTION ABOVE) SECTION Ll SCALE | 1/2''s|'-O" PENETRATION FLASHING f OVER VAPOR BARRIER iH SILL - EXT. WINDOW =) SCALE 3"al'-O" a 2x4 STUDS at 16" OC. W/ 5/8" TYPE 'X' GUB EA. SIDE OVER WINDOW FLANGE CAULK ENTIRE PERIMETER OF WINDOW, TYP. CORRIDOR SIDE JAMES - INT. WINDOW |! EDGES 1/4" SCALE 3''=|'-0" ROUGH OPNG PER MANUF. RECOMMENDATIONS Sp \ Z op IN. \, 3/4" INTERIOR DOOR (SEE SCHEDULE) HM. FRAME PLASTIC LAMINATE WAINSCOT W/ 5/4" & 2" TRIM CHAMFER EDGES |/4" JAMES - INT. DOOR 2 SCALE 3''s|'-0" JAMB - EXT. WINDOW | 3 SCALE 3"=|'-" TAS DEVE! OPMENT PLANNING Dd line Wm = ATTA CITY OF RENTON Da t e PE R M I T SU B M I T T A L Re v i s i o n No . 13 AP R 12 9 9 3 Ap p r o v e d M. TH O M P S O N . De s i g n e d Dr a w n MD . T . JA B . Da t e - - Ch e c k e d Su i t e 10 0 Se a t t l e , Wa s h i n g t o n 28 1 - 7 5 0 0 98 1 0 9 - 3 5 4 2 20 6 20 6 ] 28 1 - 4 6 1 1 80 0 } 62 1 - 7 3 0 0 13 0 0 De x t e r Av e n u e No r t h Te l e p h o n e : Fa c s i m i l e Na t i o n w i d e Te c h n o l o g i e s ot RE G I S T E R E D AR C H I T E C T ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 1999 Z Q O Ld Np) S) 2 6 A et) st Bris) Y a toe 3 At 8 Oo f val ZOW x ITy¥ Z Got a Yq D tt S ceZi AS Job No. 98383.01 SA-99-0 78 { fST TT Tork al PT NE } HA R R I N G T O N i XEN 90 200 400 MAY ; ry om . . IS mb VEN “POR pe, Ton NG Thun, tN 'ON MIGHLANDS NEIGHBOEHOoD CEA. RECONSTIZUCTION | 4A -99-0 78 - eee ne 4'¢ SEMI-CIRCULAR ———— GABLE END VENT rs = 3-TAB SEAL-DOUN COMPOSITION ee SHINGLES (LOW SLOPE APPLICATION) a | ADD'L FASCIA, TRIM, : BUILT-UP ROOF AT AI A 2x_GORNER BOARDS MEMBRANE, ETC TO Ae TH) SUA 23 BE REMOVED AND Hk HA REPLACED : ee Z(H f al SIZ cs . f ] ae - co : (a | = \ PAINTED STL PIPE COL. Ix TRIM BOARD AT WIN el tn - 2 ae BOARD DOWSs WALL LOUVER \ REMOVE AND REPLACE — -BEVEL SIDING (MATCH EXISTING FIRE DAMAGED SIDING, AT GYMNASIUM) WE ST ELEVATION BLDG PAPER, ETC... SCALE: 1/8"«!'-O"' oo ——— = —__ == ° 4'6 SEMI-CIRCULAR ees ———=5 MECHANICAL VENT [ T =! | ef we = % \ yf 2 q 7 7 \ % A | K > N N a / 7 4 ‘ N Pa a \ N17 \ 7 7 EAST ELEVATION 0 0 SCALE: 1/8''=!'-O" U 0 TRUSSES AT 24" OC. _ SEE STRUCTURAL FOR GIRDER TRUSS TO o SUPPORT DOOR 4 —— L a, aS c-, 8x8! TT] [ TIfi[lf|2 eT TTIsST TTT TiIociy§ TOP P HIGH LIFT % OH. DOOR |-1/4" ACOUSTIC TILE OVER eet 5/8" GUB a : | 8 i i a i ACOUSTIC DOOR Q 7 J f yf REY 7 Je.a5 ti" + ——4,-- N SOUTH ELEVATION SCALE: 1/8''=!'-O" EXISTING 2xl2 JSTS at lo" OC. W/ NEW R-30 BATT INSUL BETWEEN I——NEW 5/8" TYPE 'X' GUB EXISTING EXTERIOR WALL ASSEMBLY GYM FLOOR INSTALL NEW 2x4 SOLID BLIKG OVER 2x8 JSTS at 16" OC. W/ R-19 BATT INSUL BETWEEN NEW | 1/8" PLYWOOD SUBFLOOR \ “EXISTING 2x4 STUD WALL TO REMAIN, INSTALL NEW THERMAL INSULATION 2x4 STEM WALLS TTF. E:\1998\98383\ 98383.01\98383A4 (96) ruennrenennnnvorrronnennnnanodhooounnnnoonenrenpnnpennpganogd Sf, SECTION |! SCALE: 1/4''s|'-3" EXISTING CONCRETE FLR SLAB AND FOUNDATION TO REMAIN oe ‘INSTALL NEW FOUNDATION VENTS NEW HEADER ee STRUCTURAL) = — B' - O ' " ' + \_ REMove AND REINSTALL EXTERIOR SIDING AS REQ'D TO INSTALL NEW OVERHEAD DOOR AND TRIM IP A EXISTING TIMBER TRUSS BEYOND + ih [ DOOR TRACK ASSEMBLY say Ih 9 samassa | ° 3/4! FIN. FLR LE. CARPET OR OTHER SURFACE l_ SPECIAL NOTE: FOR COUNTER DOORS (HEIGHT OF 4' OR LESS) CLEARANCE IS 1/4! SECTION SCALE: 3" « |'-@" EXTERIOR SIDING, YAPOR BARRIER AND PLYWOOD SHEATHING 2x TRIM BARD ams, | Ss HIGHLIFT DOOR SECTION SCALE: 1/4''s/'-O" INSULATED ALUM. OVERHEAD DOOR HIGH LIFT OVERHEAD DOOR TRACK oe \—— INTERIOR PLYWOOD WALL FINISH 2-2x4 KING STUDS 4x4 CRIPPLE SECTION SCALE: 3" = |'-O" SH BEVEL SIDING Lit BLDG 15. CORNER i aN ‘Ges BATT INSULATION 2x2 CONT. CEDAR CORNER SCALE: 11/2" = I'-O" 5/8" TYPE 'X' GWB RIS BATT INSULATION W/ CRAFT PAPER YAPOR BARRIER S WIL CONT. SEALANT BEAD k—— 2x CLEAR CEDAR TRIM (FULL HT. NO SPLICE) \ pee SIDING OVER BLDG PAPER 5/8" EXTERIOR GYP-SHEATHING AND 1/2" EXT PLYWOOD SHEATHING Ie GA FILE No. WP8IO5 Cyn BLDG OS. CORNER |? Ren? ee SCALE: 1 122" = |'-O" a7) ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT i999 me | ie - D sh 2 &a Zz: ut eglag) Alt Exess 3/82/38 8 B55 QD aie Oe a apd A & Gey DO "= Qo Sas OSs Q4 ap® ea) ; S) Zz Q eau SZ Li at, IW <j y —! Te O8z ¥36 2E OV =xXZu Slulsy) (Y Z lil <{ tt (YY 3 Z 6 TT ox Se Ot v oa QO ZOW ee TOE Ps VHt 3 tt 9 C Path Ny) V f | i>Stwe Q ce ZI iS OF Job No. 98383.01 SA-99 078 ea ada SITE PLAN — Supplemental Information Site Size: Building Area: First floor (existing) First floor (reconstruction) Second floor Pe eee ee % Lot Coverage 2.8% Building Height: Existing gym: 25) New construction: 18 Allowed by code: 30’ Building Setbacks: Front yard Side yard Rear yard Impervious Surface: Existing: Proposed: Landscaping Analysis: Building (foundation plantings): Sign: Parking Lot: Interior parking lot: Wildlife habitat/natural area: TOTAL Parking Analysis: Stalls required: © unknown Stalls provided: 79 Compact stalls: Standard stalls: ADA accessible: OY eee aaa t a Sea uae A Vestn ot E:\ 1998\ 98383\ 98383.01\ 98383A1 9.4 acres (409,464 s.f.) (Code/proposed) (20’ minimum/88’ proposed) (5’ minimum/85’ proposed) (20’ minimum/426’ proposed) 5,084 s.f. 6,536 s.f. 85,340 s.f. (20.84%) 85,863 s.f. (20.97%) 4,270 sf. 900 s/f. 2,430 s.f. Os. | se 7,600 s.f. 24 (8.5'x 16’) 53 (9’ x 20’ % ronan) 499,464 SF (9.4 ACRES) EXISTING BALLFIELD ALKK W/ NEW CONC. WALIK AT OWNER: CITY OF RENTON COMMUNITY SERVICES DEPARTMENT 1955 & GRADY WAY RENTON, WASHINGTON 98055 (425) 430-6602 (OWNER) (425) 430-6602 (AGENT) ASPHALT GAME COURT | | SAND PLAY AREA ~ CONC. MECH, PAD W/ 6'-0' HIGH AIN LINK FENCE. PROVIDE PR 4'-0" (480) ye (iy alin SITE FLAN SCALE: I"'s40'-0" Ny, Wy NORTH ENERAL NOTES: G \ PRIOR TO GENERAL/SELECTIVE DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE PERMISSION OF THE OWNER TO DETERMINE WHETHER HAZARDOUS MATERIALS OR ASBESTOS |S PRESENT IN DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR ASBESTOS BE FOUND IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIAL AND DISPOSE OFFSIDE IN AN APPROVED DUMP SITE AFTER OBTAINING OWNER'S PERMISSION TO DO So. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK . THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE REQUIRED AND/OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND |S NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT PUBLIC FROM INJURY DUE TO DEMOLITION WORK . BARRICADES TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED. PROVIDE BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE TO REMAIN. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OFF SITE. PROVIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DUE TO DEMOLITION AND CONSTRUCTION ACTIVITIES. PROTECT FROM DAMAGE, EXISTING WORK THAT IS TO REMAIN. COORDINATE ALL DEMOLITION ACTIVITIES WITH OWNER OR OUWNER'S REPRESENTATIVE. PRIOR TO PROCEEDING WITH DEMOLITION, PROPERLY PROTECT ALL. UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL WATER AND FIRE DAMAGE. CONTACT THIS OFFICE AT (206) 281-1500 IF ANY ADDITIONAL DAMAGE IS FOUND DURING THE DEMOLITION WORK. . LEAVE SITE BROOM CLEAN AFTER DEMOLITION WORK IS COMPLETE. 21. 28. 3l. VICINITY MAP: NO SCALE ap ASSESSOR'S PARCEL NO: 122150-2515-2 LEGAL, DESCRIPTION: RENTON HIGHLANDS ADDITION, UNNUMBERED TRACT EAST OF E STREET AND SOUTH AND- EAST OF BLOCK 1. BUILDING DATA: ZONING: RS SITE AREA: 402,464 SF (9.4 ACRES) _ SEISMIC ZONE: 3 CONST. TYFE TYPE Y I-HR OCCUPANC'r A3 (ASSEMBLY/GYMNASIUM) OCCUPANT LOAD: 361 BUILDING AREA FIRST FLOOR (REPAIR) 5084 oF FIRST FLOOR (RECONSTRUCTION) 6536 SF SECOND FLOOR 286 SF TOTAL 1906 SF 1I25D2O (BASIC) & 2 SEPARATION 4 SIDES = 2192S SF. ALLOWABLE GREATER THAN ACTUAL COMMUNITY CENTER ALLOWABLE BUILDING AREA BUILDING USE: SCOPE OF WORK: THIS PROJECT CONSISTS OF THE FIRE DAMAGE RECONSTRUCTION OF THE ACTIVITY CENTER AND COSMETIC REPAIRS TO THE GYMNASIUM, INCLUDING THE MENS AND WOMENS RESTROOM. . DO NOT SCALE DRAWINGS VERIFY ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH THE WORK REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. ALL WOOD {PLATES, NAILING STRIPS, AND LEDGERS, IN CONTACT WITH CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED. CUT ENDS, ETC, SHALL BE SEALED. ALL VENTILATION OPENINGS SHALL BE SCREENED. INSTALL NEW THERMAL INSULATION IN EXTERIOR WALLS AND ATTIC SPACES. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTION AND RECOMMENDATIONS. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER ALL NEW PLUMBING FIXTURES ¢ FITTINGS SHALL COMPLY WITH WASHINGTON STATE UNIFORM PLUMBING CODE AMENDMENT RCW 192.112. . MECHANICAL, ELECTRICAL, PLUMBING WORK TO BE FILED UNDER SEPARATE PERMIT. NEW PLUMBING FIXTURES MUST MEET WITH STATE WATER CONSERVATION STANDARDS. - ALL GLAZING IN DOORS AND WINDOWS IN SPECIFIC HAZARDOUS LOCATIONS SHALL BE SAFETY GLASS IN ACCORDANCE WITH SEC. 2406 UBC. BUILDING ENVELOPE REQUIREMENTS: ROOF OVER: ATTIC R-30 OPAQUE WALLS R-12 SLAB ONGIRADE = R-ID INSTALL ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING PER UB.C. CHAPTER 10, FIRE COIDE AND CITY OF RENTON REQUIREMENTS. NEW CONSTRUCTION SHALL COMPLY WITH UB.C. CHAPTER II (ACCESSABILITY) AND WASHINGTON STATE REGULATIONS FOR BARRIER-FREE CONSTRUCTION (WAC 51-20) THE CONTRACTOR SHALL LOCATE ALL EXISTING CAPPED UTILITIES SERVING THE SITE. THE CONTRACTOR SHALL CONNECT ALL EXISTING UTILITIES WITH NEW BUILDING SYSTEMS AS INDICATED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AND GOVERNING MUNICIPAL UTILITIES. SITE UTILITY INFORMATION MAY BE OBTAINED FROM THE CITY OF RENTON. LANNING DEVELOPMENT PLA SE CITY OF RENTON D5 N O / 3 2 Da t e PE R M I T SU B M I T T A L SI T E RE V I S I O N S Re v i s i o n No . M. TH O M P S O N 12 AP R 19 9 9 3 De s i g n e d Ap p r o v e d Dr a w n JR O . Ch e c k e d JA B . Da t e Su i t e 10 0 Se a t t l e , Wa s h i n g t o n 98 1 0 9 - 3 5 4 2 28 1 - 7 5 0 0 28 1 - 4 6 1 1 62 1 - 7 3 0 0 | 20 6 20 6 80 0 13 0 0 De x t e r Av e n u e No r t h Te l e p h o n e : Fa c s i m i l e Na t i o n w i d e Pa c i f i c _ in e e r i n g Te c h n o l o g i e s <> En g me BR E D A L ST A T E OF WA S H I N G T O N A ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF = |DPACIFIC ENGINEERING TECHNOLOGIES, INC. | © COPYRIGHT 1999 sal 7 4QG! MAY 1 ¢ (999 0 Z 1z ty O -. {had 0Ver HUVLO a OA Z ZV wi IOQquua if Zt LHI, » ute EUDQ HZ ZF OQOnm3 WwW snotTin J (YY : wy 3 Z 6 TT x Ce Oh gf IT nAY AO ny ZO : qiy 3 1A¥S 4 IO q Ogt 8 =A 8 ww 6 s+um¥ FFZIL 8 OF Job No. ga3g8301 — Sh-99 OFS Da t e 4' SEMI-CIRCULAR GABLE END VENT PE R M I T SU B M I T T A L Re v i s i o n g BUILT-UP ROOF , MEMBRANE, ETC TO 3 ‘BE REMOVED AND ra o P o r 1 29] alent Ele PAINTED STL PIPE COL. y) Ix TRIM BOARD AT WINDOWS 2F-|<9]8 q {| 3 THRU THE— ; TYP. Bel EME dems WALL LOUVER \ &8rl|sa 6 9/|8—-/|2 REMOVE AND REPLACE -~ BEVEL SIDING (MATCH EXISTING FIRE DAMAGED SIDING, AT GYMNASIUM) £859 8x8 WEST ELEVATION BLDG PAPER, ETC... be Ree SCALE: 1/B"'a|'-O" 4 a? ss 0 oN < g? woo s # RRS 8 EGE — p23 Sy Ore cd) awl amd Pt & 2 Gey DD “= Oo O qt ~ os S oe ; es == © Pa ODS pe e En g EAST ELEVATION _0 0 “ee | ey TRUSSES AT 24" OC. SEE STRUCTURAL FOR Sp = RE G I S T E R E D AR C H I T E C T BEVEL SIDING AT E OF WA S H I N G T O N GIRDER TRUSS TO | 2x2 CONT. CEDAR CORNER SUPPORT DOOR BOARD > i 9) TIT TTT tt TTT} 2 ett tT Tint rTrTrTririt. aay r 6 _ ia 1-1/4" \— ACOUSTIC TILE CVER _ SRL War Soe = 5/8" GWE a, { LV) a , , ee RIQ BATT INSULATION ~Z Q : af t L S) 4 , IU <j /\ REMOVE AND REINSTALL BLDG | 3 9 1% iT EXTERIOR SIDING AS REQ'D TO INSTALL NEW OVERHEAD EEP an LS. CORNER QO_ Zz DOOR AND TRIM : : Y 30 “TA i | Wi .@) _ SOUTH ELEVATION | stare —* o- AY ae vente 3/4" FIN. FLR IE. CARPET OR OTHER SURFACE ; ExXZz SPECIAL NOTE: FOR COUNTER DOORS y eAfW - (HEIGHT OF 4' OR LESS) CLEARANCE IS 1/4" 5/8" TYRE x! suan = EXISTING TIMBER . — : TRUSS BEYOND RI9 BATT INSULATION Vd a: easier W/ CRAFT PAPER Wwe EXISTING 2xl2 JSTS at 16" OC. || - ie VAPOR BARRIER . (/ 3 W/ NEW R-30 BATT INSUL aT . SECTION 4 Fie ad a EER EXISTING EXTERIOR = sf : WALL ASSEMBLY Ss SCALE: 3" = I'-O" | fia I g : S CONT. SEALANT ) “| 2 EXTERIOR SIDING ceed : L—NEW 5/8" TYPE 'x' — S DOOR TRACK ASSEMESL YT VAPOR BARRIER AND C\ GUB J SI : : : PLYWOOD SHEATHING : Hi ok CLEAR Eben Sf — 2 : TRIM (FULL HT. QO N = 2x TRIM BOARD Z a) EW HEADER (SEE E Nd oj NO SPLICE) 70 Liu STRUCTURAL) = 5 : a WI, 4¥ ¥ a INSULATED ALUM. | 2 IY ui EXISTING 2x4 STUD WALL OVERHEAD DOOR i P Cal Btemios atone ol IQ x 4 TO REMAIN, INSTALL NEW Jy AND 1/2" EXT PLYWOOD SHEATHING vy ) l THERMAL INSULATION i =n GA FILE No. WP8IO5 IT a} D Q Sa . | é | . \ y INSTALL NEW 2x4 SOLID BLKG a J INTERIOR PLYWOOD seul grt cer PLANNING ew NV) 17 Q | NEW | 1/8" PLYWOOD SUBFLOOR —— BLDG 0.5. CORNER? ES be RENTON 2 TW Q OVER 2x8 JSTS at lo" OC. EXISTING CONCRETE FLR = 2-2x4 KING STUDS SCALE: 11/2" = |'-0" , ct Zi 3 W/ R-19 BATT INSUL BETWEEN SLAB AND FOUNDATION . | MAY 17 1999 GYM FLOOR . TO REMAIN 4x4 CRIPPLE . TonnIEoTPnODNAODNODDvoDDeADMPoDERODDEADRADReANDEAODHADNERH | ) RECEIVED r PAU HIGH LIFT OVERHEAD 5 = Z | DOOR TRACK . Z\ 4 2x4 STEM WALLS f \—INeTALL NEW FOUNDATION SECTION . S99 ~-0 7% , TYP. f VENTS | SCALE: 3" = |-O" , OF | HIGHLIFT DOOR SECTION |© 16 THE EXCLUSIVE PROPERTY OF oS IS THE EXCLUSIVE OF o SECTION eee PACIFIC ENGINEERING TECHNOLOGIES, INC. | | Paint : ri fa = , = = ¥ fran am aats ™ = — — = een — - ——— — — oun —_ sn nt eR ta eA. soa oor thon tae wvisndia ee beeen i ‘ am Job No. 98383.