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18-101865\' RECEIVED REQUEST 1,.. ADMINISTRATIVE DECISION GI7Y OF DEPARTMENT OF COMMUNITY DEVELOPMENT 3325 8h Avenue South Federal Way MAY 01 2018 Federal3Way, WA 98003 6325 CITY 04: FEDERAL WAY 253-835-2607; Fax 253-835-2609 COMMUNITY DEVELOPMENT www.cityoffederalway.com FILE NUMBER 1 9- 1 0 a S Date /1 a Applicant NAME 3fz�- �AYAL-A PRIMARY PHONE (303)o r s-9q3 b BU51NESSIORGAMZATION ALTERNATE PHONE MAILING ADDRESS '� 3 55 V V ���4 E- f� b rewk `I� �a� q src s G G6 CITY � 174- ZIP 119/6-7 FAX Property Address/Location -St CG !�eU-S 1(�, 3z125 �} M i Description of Request f �e -Aa � d,,, G t2Y���6 rIf-2j A A f jr"►- I I I I " I R i ra i eri .5t c �f I List/Describe Attachments �', ( � It' 3V-t L - P. (--_ XSUG Cku(,c( t. Car-4• ur, For Staff Use Code Interpretation/Clarification ❑ Critical Areas Letter/Analysis/Peer Review ❑ Request for Extension (Land Use/Plat Approval) ❑ Revisions to Approved Permit ❑ Tree Removal ❑ Zoning Compliance Letter Fl - No Fee - No Fee (Actual Cost if Applicable) - Check Current Fee Schedule - Check Current Fee Schedule - No Fee - Check Current Fee Schedule Bulletin #079 — January 4, 2016 Page 1 of 1 k:\Handouts\Request for Administrative Decision Jim Harris From: Jim Harris Sent: Monday, May 07, 2018 3:11 PM To: 'brent@blamarchitect.com' Subject: Pre app waiver request - SDA Brent: Your pre application waiver request received on May 1, 2018 under files 18 101865 AD and 16 103546 PC is approved. You do not need another pre -application for the proposed 12,896 square foot church. Please note the waiver of pre -application review increases the risk of the application being incomplete or that the application processing time will be increased. Pursuant to FWRC 19.40.030, the waiver request is approved since the site has previously undergone preapplication review for a similar development proposal approximately 20 months ago, and it is unlikely further preapplication review will provide any benefit to the city or applicant; Please reference the pre application conference summary letter from file 16103546 PC for your next steps in regard to the SEPA and Process III application requirements and review. Let me know if you have any further questions. Jim Harris Planner 1 Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2652 Fax: 253/835-2609 www.citvoffederalway.com Office Hours Mon - Thur, 8:00 AM — 4:30 PM or by appointment SEVENTH DAY ADVENTIST HISPANIC CHURCH FEDERAL WAY, WASHINGTON S$F.LrFNTiT RAY AE&TP I$1 M01.1111111 ARCHITECT STRUCTURAL Brent Lambeth, Architect LLC Jim Zachrison, LLC Brent Lambeth 14995 SE Amisigger Rd. 355 NW 48th St. Boring, OR 97009 Seattle, WA 98107 OWNER Washington Conference of Seventh Day Adventist 32229 Weyerhaeuser Way S Federal Way, WA 98001 ABBREVIATIONS B AND FHWS FLAT HEAD WOOD SCREW R RISER/RADIUS AT FLR FLOOR(ING) RE) ROOF DRAIN AB A.C. ANCHOR BOLT ASPHALT CONCRETE FOC FOF FACE OF CONCRETE FACE OF FINISH REF REINF REFRIGERATOR REINFORCED AIC AIR CONDITIONER FOM FACE OF MASONRY READ REQUIRED A.D. ADJ AREA DRAIN AWACENTIA1711FSTABLE FOS FRAMG FACEOFSTUD FRAMING REV RHMB REVERSED ROUND HEM kAp� BOLT AFF ABpvE FIMWFA FRA FOAMING RHWS ROUND HEAD WOOD SCREW AGG AGGREGATE FURN FURNISHED RIM RO ROOM ROUGH OPENING APPRO% ARCH APPROXIMATE ARCHITECTURAL GA GAUGE RM REDWOOD ASPH ASPHALT GALV GALVANIZED SC SOLID CORE B\ BOTTOM OF G.I. OLD GALVANIZED IRON GLUE LAMINATED BEAM SCHED SCCHHSCHEDULE BD BOARD GSM GALVANIZED SHEET METAL SO SOAP DISPENSER SLOG BUILDING GYP GYPSUM SECT SECTION BLK(G) BM BLOCKING) BEAM,BENCHMARK GYP BD GYPSUM BOARD BHT BHT G SHEET SHEATHING BOT BOTTOM H.B. HOSE BIB SIM SIMILAR BUR BUILT UP ROOF HDR HEADER SO SQUARE CAST CABINET H HIM M HARDWARE HOLLOW METAL SS STD STAINLESS STEEL STANDARD C.B. CATCH BASIN HORIZ HORIZONTAL STL STEEL CEM CER CEMENT CERAMIC HT HEIGHT STAR STIR CT STORAGE STRUCTURAL G.F.M. CUBIC FEET/MINUTE ID INSIDE DIAMETER SUSP SUSPENDED C.I. CJ CASTIRON CONTROLJOINT IF.Q.F. SI U&CE OF SYM SYS SYMETRICAL SYSTEM CLG CENTER LINE CEILING INSUL INSULATION T/ TOP OF CMU CONCRETE MASONRY LINT INT INTERIOR T TREAD CM ';ENTER JT JOINT TSG TONGUE AND GROOVE COL CONC COLUMN CONCRETE I LAM LAMINATE TEL THK TELEPHONE THICK(NESS) CONN CONST CONNECTION CONSTRUCTION LT LIGHT TO TOB TOP OF TOP OF BLOCK CANT CT CONTINUOUS CERAMICTILE MAS MAX MASONRY MAXIMUM TOM TOP TOP OF MASONRY TOP OF PLATE 0 DIAMETER MB MECH MEMBRANE MECHANICAL TOS TOW TOP OFSLAB TOP OF WALL OBL GET OF OF DOUBLE DETAIL DRINKING FOUNTAINIDOUGLAS FIR MFR MANUFACTURER MINIMUM TS TYP TUBULAR STEEL TYPICAL DIA DIAMETER MIBC MTD MISCELLANEOUS MOUNTED UON UNLESS OTHERWISE NOTED DIM DIN DIMENSION DOWN MTL METAL VERT VERTICAL DR D.S. DWG DOOR DOWNSPOUT DRAVANG NAT NIC NTS NATURAL NOT IN CONTRACT NOT TO SCALE VG V.T. VERTICAL GRAIN VINYLTILE EA EACH 0/ OVER WI WAIN W� WAINSCOT EB EXPANSION BOLT OC ON CENTER(SI WB WOOD BASE E.J. ELECT EXPANSION JOINT ELECTRICAL OD O.F.O.F. OUTSIDE DIAMMETER OUTSIDE FACE OF FRAMING WC WO WATER CLOSET WOOD ELEV EQ ELEVATION EQUAL OPG OPENING WH WIN WHEATER INDOW. DOT'W EQUIP EQUIPMENT OPP OPPOSITE 1/Jpy EXH EXP EXHAUST EXPANSION PAF PERIM POWER ACTUATED FASTENERS PEF4METER WWF WELDED WIRE FABRIC EXT EXTERIOR PL PLATEPROPERTY LINE FBGL FIBERGLASS P-LAM PLASTIC LAMINATE FEIFEC FIRE EXTINGUISHERICABINET PLAS PLASTIC FD FF FLOOR DRAIN FINISH FLOOR PLYWO PR PT PLYWOOD PAIR POINT MECHANICAL AND ELECTRICAL Colorado Comfort Consulting Engineers Inc. 7891 Lewis Court Arvada, CO 80005 GENERAL CONTRACTOR West Coast Construction Services 12119 275th Ave. E. Buckley, WA 98321 GOVERNING CODES INTERNATIONAL BUILDING CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FUEL GAS CODE ICC A117.1-2009 INTERNATIONAL ENERGY CONSERVATION CODE BUILDING OCCUPANCY A-3-CHURCH ASSEMBLY CONSTRUCTION TYPE V-B FIRE SPRINKLER NFPA13 BUILDING SO. FT. 12.896 S.F. VICINITY MAP 2015 2015 2015 2014 2012 2015 SHEETINDEX AO.0 I COVER SHEET / SHEET INDEX AND MAPS ARCHITECTURAL C1 EXISTING SITE PLAN C2 TESC PLAN C3 GRADING AND DRAINAGE PLAN C4 SECTION AND DETAILS C5 SECTION AND DETAILS C6 MODULAR WETLANDS S-C1 SEWER PLAN W-C2 WATER PLAN ARCHITECTURAL AO.2 LIFE SAFTY AND CODE COMPLIENCE A1.0 SITE PLAN A2.00 FLOOR PLAN A2.11 ROOF PLAN A3.01 EXTERIOR ELEVATIONS A3.02 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS A4.02 EXTERIOR DETAILS A5.02 WALL SECTIONS A6.01 WINDOW ELEV./DOOR SCHEDULE AND DETAILS A7.00 INTERIOR ELEVATIONS STRUCTURAL S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 NOTES AND SHEAR WALL PLAN ELECTRICAL E-0 ELECTRICAL SPECIFICATIONS E-1 ELECT. LEGEND DETAILS a ONE -LINE DIAG.RAM E-2 SCHEDULE NOTES AND LTG CONTROLS E3 ELECTRICAL LIGHTING PLAN E-4 ELECTRICAL POWER PLAN E-5 ELECTRICAL POWER PLAN E-6 SCHEDULES, NOTES AND LTG CONTROL ES-1 ELECTRICAL SITE PLAN ES-2 PHOTO-TETRIC PLAN ES-3 LIGHT FIXTURE CUT SHEET MECHANICAL M-0 MECHANICAL SPECIFICATIONS M-1 MECHANICAL O.A. PLAN M-2 MECHANICAL HVAC PLAN M-3 MECHANICAL HVAC PLAN M-4 MECHANICAL HEAT LOSS CALCULATIONS PLUMBING SPECIFICATIONS M-3 PLUMBING P-0 PLUMBING SPECIFICATIONS P-1 PLUMBING WATER PIPING PLAN P-2 PLUMBING WAIST PIPING PLAN P3 PLUMBING WAIST PIPING PLAN NOT FOR CONSTRUCTION U 4) L Q _O GO 0 E��-t J � W 00 U� IJ- 00 z E-- �LLOOwMo CDcM(An U U _U Z a ry W = W LL 0 1— W W U) W LU 0 ECEIVED SHjtk.AAY 01 2010 OF FEDERAL WAY °;NITY DEVELOPMENT SYMBOL LEGEND EXT. DOOR REQUIRDAENTS 4 Erf 17EPI L rDChOS AOISS91 RpUON ® INDICATES OUT SNYI PROJECTINFO FEDERAL WAY HISPANIC ADVENTIST CHURCH PROPERTY LOCATION: EAST CAMPUS TERRACE -LOT G SSP 32125 WEYERHAEUSER WAYS FEDERAL WAY, WA PARCEL# 2154B40010 TOTAL LOTSIZE: i,B7�1T�.{1 b6 ACRES) 4PPLCABLE BUHDglO_A11D2 1 p]DEs: NAT DULLOVIG u 201s INTERNATIONAL MECHANICAL LA DEC). 20 5 INTERNATIONAL PLUMBING CODE 2D14 2015 NATIONAL ELECTRIC CODE (NEC), H0C) 1, Al171-20M FUEL GAS CODE (U>r)2015 IW A1NAT1 O009 INTERNATIONAL ENERGY CONSERVATION WOE, 20I5 BUIIDING OCCUPANCY A-3 HURCH ASSEMBLY CONSTRUCTION T PE: V-B FIRE SPRINKLER: NFPA 13 CHURCH SQ FT-: 12,894 SO FT. AR EA INCREASE: CHURCH 6 RELIGIOUS EDUCTIONI i PER TABLE 5062, ALLOWABLE AREA WITH FIRE SPRINKLER 24,000S.F. EXT. PRV 72". Ma i nor i 4 — 1$= EXT- Ri]. 76T 80 EXT. PRY_ 72" 6 FE ) PRV. 1-0d FIRE PROTECTION TABLE 601 -FIRE RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS BUILDINGELEMENT TYPE VA PRIMARY STRUCTURAL FRAME 0 BEARING WALLS EXTERIOR 0 INTERIOR 0 NONSEARING WALLS A PARITI-IONS TABLE 6D2- FIRE RATING BASED ON EXTERIOR SEPARATIOFIDISTANCE- 30'=0 HRS 2 NONBEARING WALL 4 PARTITIONS INTERIOR 0 FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 ROOF CONSTRUCTION AND SECONDARY MEMBER 0 90021,3 GROUP A3_ AUTOMATIC SPRINKLER SYSTEM REQUIRED THOUGHOUT. Men ms ' 71100MIMIXIM11,111A,2�au_ 1 I Lr-4 EXT. R4. 75" EXT.7RV.36" .ti 6, m EXT. PRV. 36" LIFE SAFETY PLAN .SCALE: 1116" = 1'-U" FE EXT. R4.31" 752 ut PR.V. 36" L� v ±Hf£911AREBItlBE9 �'" �'--- NOTE: TABLE B03.11-INTERIOR WALL AND CEILING FINISH REQUIREMENT BY OCCUPANCY IBC TABLE 29021-MINIMUM NUMBER OF REQUIRED PLUMBING FURORES GROUP I SPRINKLED EXIT ENCLOSURES B EXITPASSAGEWAYS CORRIDORS ROOMSAND ENCLOSED SPACES A-3 B B C BUILDING OCCUPANCY T21 MALE W FEMALE: 360 WATER CLOSET REQUIRED. REQUIRED MALE 1 PER 150 3 REQUIRED FEMALE 1 PER 75-5 REQUIRED PROVIDED: MALE 3 WATER CLOSETS FEMALE 5 WATER CLOSETS LAVATORIES REQUIRED SECTION B04-INTERIOR FLOOR FINISH: REQUIRED MALE 1 PER 2W REQUIRED B04 2- FLOOR FINISH AND FLOOR COVERING MATERIALS REQUIRED BY SECTION REQUIRED 2SINKS B04A.2 SHALL BE CLASS 1 OR II MATERIALS IN ACCORDANCE WITH NFPA 253, PROVIDEDASINK5 CLASS 1: D46 WATTVCM OR GREATER FEMALE: 1 PER 200 REQUIRED CLASS II: 0 22 WATT)CM OR GREATER REQUIRED.:2 SINKS PROVIDED-4 SINKS 804 4 2 - MINIMUM CRITICAL RADIANT FLUX - INTERIOR FLOOR FINISHES AND FLOOR COVERING MATERIALS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS, AND CORRIDORS DRINKING FOUNTAINS SHALL NOT BE LESS THAN CLASS II IN OCCUPANCY GROUP AJ. 1 PER 1,000 REQUIRED 2 DRINKING FOUNTAINS PROVIDED SECTION 906- PORTABLE FIRE EXTINGUISHERS -THIS SECTION AND PER NFPA 10 1 SERVICE SINK REQUIRED TABLE 9063-FIRE EXTINGUISHER=S FOR CLASS A FIRES HAZARDS 1 SERVICE SINKS PROVIDED m1ARY PAN P1ATY( nUft MINIMUM RATED SINGLE EXTINGUISHER 2.A:10SC PLATMflMAAULESSTHAN30D ACCESSIBLE AREA NOT REQUIRED PER IBC 11032 B MAXIMUM FLOOR AREA 1,500 S F. PER UNIT OF A MAXIMUM FLOOR AREA 11,2W S F FOR EXTINGUISHER MAXIMUMTRAVEL DISTANCE 75 FEET TO EXTINGUISHER ROOM OCCUPANCY TABLE 1B.C. TA004.1A ROOMNAME ACTOR PA -❑� NOTE CHURCH PORTION 02 SANCTUARY 2615 S F- 117 S F 374 74 W 208" )��aDDR A' PR OR PLATFORM 300 S R 1115 S F 15 3' 200" 03 PREP 105SF 1115S F. 13 26" 34" 3'-0"DOOR 04 PREP 185SF 1115SR 13 26" 34' T-U'DOOR 07 SECRAREC BB S F IMOD SF 1 2" 3C T-0" DOOR OB PASTORS OFFICE 144 S F. 11100 S. F. 2 6' 34' T-0" DOOR OBA OFFICE 144SF. V700 S F. 2 6' 34- T-0"DOOR 12 MULTI -PURPOSE 3218SF. 1115S.F 215 43, 174 I(2)6'-0"PR DOOR 13 JUNIOR 417S F. 1208F 21 42' 34" 3'-0" DOOR 14 PRIMARY 411 S F 120 S F. 21 4.2" 34' T-W DOOR 15 KINDERGARTEN 410SF 120 SF. 21 42' 34' T4r DOOR 16 BEGINNERS 410 SF 120SF. 21 42' 34" 3'4r DOOR 17 STORAGE 66SF_ 17JWSF, 1 Z' 34" —DOOR 18 JANITOR 30SF, I N9005F, 1 2' 34' 3'4r DOOR IVIAL UUUUYA1Yl.T /�� C CUTATK)N FOR MEANS OF EGRESS PURPOSES ONLY. NOT TO BE USED FOR ANY OTHER OCCUPANCY CALCULAIKR4 PUgUSUCH AS HVAC LOAD CALCULATIONS -OUTDOOR COURTYARD IS FOR RESIDWM USE ONLY. NOT FOR PUBLIC USE E1R7 R80UIRF31ENT3 �EIi TABIE 10P3.3.16HALL H11VEA WNIMUM OFTWOE105T5 DER TABLE 10172 MAXIMUM E)OTAWESSTRAVEL-250 FT WfM SPRINKLERS -CORRIDOR AND DCORS,2 INCHES PER OCCUPANT_ U N L Q O7­ M O O ;_��� J It Lu o0 U�I�--coo C Z I— M Lo L1J O m co U) 2 U 2 � U Q U_ Ln LOU = W /0AJ/'� 6 LL w Lu 0 LL p ':1 U I N 9000, 00• W 23fi B' �n9 ' \ 1 • ALL PARKING & RETAINING WALL AS —► SIDEWALKS ARE EXISTING I I , n ` REQUIRED, PER CIVIL I I I I I I 1 1 , i I n �( I I I I I I I I I 1 r w I 1 z I l > > 01 Z I b- � CB i I 1 I of v I I I �1 I 'i I � P I RI Q I I I NB9'2S'15'W I I I I I ! I I I I r 1 I. I H ARCEL 1 I I I 1 I I I RETAINING WALL AS REQUIRED, PER CIVIL I Y QI U ml _ N N o, m1 I t _ l I Y _ J^I W I � I N I PROPOSED 12,894 SIF BUILDING r M$TWG fRAkSFG�RAIEf!- . _. F , PRpWOE uvDS6wE scitvNARDI.M - :m• I Tyl/ �0.'♦' EXISTS SIDEWALK �,� PARCEL 2 EXISTING 2 STORY BUILDING i � I` I NOTE: ALL UTILITIES (GAS,WATER, SEWER, TELEPHONE, ECT. ARE PROVIDED TO PAD SITE - ALL PARKING AND PARKING PERIMETER AND ISLAND LANDSCAPING IS EXISTING, ,D& 11 F SITE 8 BUILDING INFORMATION FAST CAMPUS TERRACE- LOT G ESP 32125 WEYERHAEUSER WAY S FEDERAL WAY, WA PARCEL A 2154840010 SITE: 1.65 ACRES 71,874 SQ. FT. BUILDING OCCUPANCY: A3 CONSTRUCTION TYPE:V-B FULLY SPRINKLERED BUILDING SQ FT: = 12,894 SQ. FT. PARKING SPACES WITHIN PROPERTY LINES 111 EXISTING SPACES 1 PARKING SPACE PER 5 SEATS MAX SEATS 555 SITE PLAN 0 10 20 40 H D O w U) W Q N2 LL W w G v a) a o W ai °� o m 0 0) J "T W 00 UCH o c Z Q M N U) W M OO cM U) U/ U Q Z U) W 0 2 W LL Q 0 U) Z g W F- Fb A1.0 DKA PROJECT ik. 1610 in NG NG 4 in 9'-1' 6 4- ENLARGED KITCHEN/BATHROOMS 1 SCALE: 1/4" = 1'-0" IYp1�MJ��Yeppf1�p " I aKTl.mus�Lcmw.nEl M�� I I I I I I I I I I� I I I I I I I I I I M 6050 H ABOVE CD o f C low r-trz'-81/6-77/2 F-W Ci $A 5W SW s.0' is ttw Y-„R' ---___�___— 0010 N F 5a50 O 50r5 5050 O "ASO AJsEr1 I 1s ! 3nnn I I w1 1�: Ca1E I r 4Q/1ll 2 �•-'-" • - •' ---'--- 1 blan-<AKW>3 V MWIT-NAVOW 12 17 -- WZ i 3/1nn 311/7/1 +rmn Ia caREBDGR ® w1 0000211111 ' O0OO MEN ^ Y WA, 4Aip0> aa�• 20--0' _ mr2q�q' 17.00> /% O r W2 <A7.00> LJ �A�/� �AV� 1 I BAT11ie•AiY <A7.W>U1 I V V ROOF DRAIN V 4/2/1/1 I ROOF ORAIN pA3P0♦254CE _ J 7 ` t/7/7/1 PRIMARY 14 KIWERN 15 1/U1/1 BEGINERS 16 1111111 '—T�� J 1 /1/1/1 ATAO> V 16 FANG DPfiV 7/7/1l1 t W2 L17{tRl['gR wJ Nv W2 W I OFFICE 08A O7 ^ 1/1/1/1 /SkT•O0> Lj ®®© 7 ..1 1 " , 7' ' Nn MEP �1wlpe <A7.00> ! ® SANCTUARY J1 54A7.90> ® SANCRIARV FIRERUEG wI 32B.S1EATING LWVIER AT lwtl [�-1 _ PLATNONI! P� S� F r PRE WAKWACtUREO S 1 - d��Ji 9FE 1NAgL4 A 'f' LOBBY P 2/J/tnx,xL A In- 7-101YC 1 1 i - ��' -� �,- Y VP 1lO L a Q X[ CWERRIA ; W3 PATK) W100 O ra ( sci 0 50100 OB s0100 OB s0100 OB 00 ® soloo BO a a -0tR" 6'� S-0' S'L' S'.0 T� -0'" A' 5'4• 5-0' i'-0' S-W W-W &' Y TYP. INTERIOR _WALL-W1 SCALE: 1" = 1'-0" r Pivenwla•me:au PLUMBING/BARRING WALL-W2 SCALE: 1" = 1'-0" R MINE MAIN FLOOR PLAN 0� SCALE: V = T-W BUILDING FLOOR: 12.896 SQ. FF. N,.. „» rn'[x�wa WALL TYPE.W4' ••.cYam EXTERIOR WALL-W3 SCALE: 1' = 1'4" EXTERIOR WALL-W4 SCALE: 1" = 1'-0" o a �u o ¢ NOT FOR CONSTRUCTION rU N L Q _O co = Q M EF-�� J � W o0 co c Z ~ M Lo Lo W O m co U) U 2 � U Q Z a g a w Cn o 2 w LL U) U) Z fn gw a rs QY r O J O Q u SHEE #. A2.00 DKA PROJECT q. 1610 ROOF VENTILATION CALCULATIONS BUILDING AREA: 12,896 S.F. SLOPED ROOF: 7,226 S.F. FLAT ROOF 5.670 S.F. VENTILATION REQUIRED: SLOPED ROOF AREA 1 11 300 WITH VAPOR BARRIER < 1 PERM ON WARM SIDE OF INSULATION: 3,6131300 = 12 S-F. TOTAL VENTILATION- 12 X 144 = 1,734 SO. IN. VENTILATION @ RIDGE/ROOF: 867 / 2 = 433.5 SQ IN VENTILATION @ EAVE OR CORNICE: 86712 = 433.5 SQ- IN. DURAFLO RIDGE VENT @ 17 SQ. IN / LF: 433.5/ 17 = 25.5 LF OF RIDGE VENT DURAFLO SAVE VENT@ 68 SO. IN- EA 433.5/68 = 7 VENTS SLOPED ROOF AREA 2 1 / 300 WITH VAPOR BARRIER < 1 PERM ON WARM SIDE OF INSULATION: 3,6131300 = 12 S.F. TOTAL VENTILATION- 12 X 144 = 1.734 SQ. IN - VENTILATION @ RIDGE/ROOF: 867 / 2 = 433.5 SQ. I VENTILATION @ EAVE OR CORNICE: 867 12 = 433-5 SQ. IN. DURAFLO RIDGE VENT @ 17 SQ. IN / LF: 433.5/ 17 =25.5 LF OF RIDGE VENT DURAFLO EAVE VENT@ 68 SO. IN, EA 4315/68 = 7 VENTS FLAT ROOF 5.670 S.F.1300 = 19 S F. 19 X 144 = 2,736 SQ.IN VENTILATION @ FLAT ROOF AIR VENT, INC.V-14" @ 132 SO. IN NET FREE 2, 736/132 = 21 VENTS LWTAL C" �I 7 wvE as w AIP DNrT • PER WMAHCALJ �9L4E I/4, pQg v AWF TW iWIT i PER IEWw1�Li: DS 7 an v+ SSPF -17f r----""• -- -- -- 8 � PPW IAIDIANICAI. i Q i rtlT q + QRW i Dow k Gd/alOM D.S 7 A3pS i WOOF AIP tnu i PER WEOIAMCAL RWF AR Efl .......... sLTE N r i J HCN PARAPET WALL r N i mw TOP uRrr PEA WECHANICAL; r 9k HIM PARAPET WALL 7 �- AaOI G� F CA DS PS � 4 LETAL CANAPY ROOF PLAN SCALE: %B' = l'-D" a Aevl WE WIN O 6 w O rc I R�-� CU CID 00 00 co Z ~ M �Lo W O m (M U) Co 2 �U�// LL U > U LL'^ v/ W 0 2 w LL Z a LL O O w rA2.11 DM PROJECT # 1610 O F > -u U N ++ L L Q MO ^` ,F-: W W Q E F- � ui co F-00 �. Z F- M � W M m M U) U) �Z O O wQ �W X w w SHEET#: A3.01 OKA PROJECT#: 1610 U (D r L 00 07 m0�rn J ,q w ap C)3:F10 . z �- Q 9) U.,wo m CM U) CY) 2 U ry 2 � U >= U � � Z J d� w 0 = w LL a 0 U) �Z O �Q w X w w SHEETM A3.02 11,A1610TM 3 P ]} PLYYWO/OOD T OR ALT. PRICE E PO ROOFING III� TOPOF PLATE SIPS STYOOI . I 1- RIDGED I NSULATION O/ I PAFTORS OFFCE CORRIDOR MOISTER BARRIER O/ I 'SHEATHING O/ f I TYPk x'GYP. SNSUL 1 r R-211SULATION R-2 0.00' FlN. FLR. R-W INSULATION S STf �TPO ROOFING O/ PLYWOOD E I I I TOP OF PLATE I I I I • STORE FROMCAAYIMG I I FOYER I I I I I , I 3 0.00� I I FlN. FIR _. ' •ra• INSULATION METAL ROOF 159 FELT PAPER COX PLYWOOD j47 ff� I ii { IjI jt � ��EI � �Ilfi� � E II I �� �Ii!II` I • i�]] II Lu �IIf I[ IiI� i ! r iiE 3' I L I: p I :_� L �. ... DOVOLE TRUSS A = LAYER TYPE'X' GYP .MjFAC NAMIFAciUREO VAOP WA FOLDING LL PARTITION, SEE I R5S INSULATION T JUNIOR STRUCTURAL PRIMARY KINDERGARTEN BEGINNERS TYPE'S GYP- WARPq WALL, TYPE'X' 2%6 TUDS GYP BOTH SIDES f SLAB ON ATION RQ1 INSULATION 2X6 STUDS GRADE SECTION A -A BEARING WALL, TYPE'X ¢TP 20TH S IDES 2X6 STUDS HEADER PER STRUCTURAL SCALE: 3116" = 1'-O" METAL ROOF 150 FELT PAPER 2' COX PLYWOOD —4' SLAB ON GRADE ` SECTION B-B SECTION C-C SCALE: 3116" = 1'-O" �Ia✓ SANCTUARY MURIFACTUIED WOOD TRUSSES @ 2+ O C 1 LAIR TYPE T OYA R-3B INSULATION EIFSSTUfx00/ I- RIDGED INSULATION O/ MOISTER BARRIER O/ }• SHEATHING O/ 1 ---_----LLram- A39 I I cGo of r 1' RIDGED INSULATION O/ ! MOISTER BARRIER 0/ ! I SHEATHING O/ I ! I !>fTW1E FRONT' GLAZING I r I r ! r r r I 3 r ! I � I I OFB RIDGED INSULATION 1' RIDGED INSULATION OI I MOISTER BARRIER O/ ! I'SHEA7HING 0/ r I I I ! U L Q Q 1b Qi V, Q Q EFs�� rn J � w ap U3:� 00 c Z ~ M ��W/�M (� VJ \/ U 2 U Q Z w 0 = w w 0 z O H U w U) C9 Z 0 J_ Co SHEETM', A4.01 DKA PROJECT M 1610 NOTE: ALL WOOD AT PLATFORM AND BAPTISTRY TO BE FIRE RESISTANT PRESURE TREATED WOOD, INCLUDING STUDS, JOISTS AND PLYWOOD. 314" PLYWOOD TREADS 3/4" PLYWOOD TOP OF r- T&G DECKING ug 2X12 FLOOR JOIST FIN.mal 'I 2X4 BLOCKING _ - .. -- - 2X12STMG9RBOTH SIDES &MIDDLE �1 PLATFORM STAIR SECTION SCALE: 314" = I-0- s BAPTISTERY SCALEIYI" =1'-0' otnL 1E OF F10ERIiL.ASS TAN1L F SPECIALTIES INCORPORATED: MODEL M-W 2 X d SUPPORTS @ 24- QC- P.T. 2 X 10 JOIST@ 12'0.C, PLUMBING ACCESS 4" GRAVEL 4'-T rsr SUMP RECESS ROOF & BUILT UP ROOF 05'QR1OW PlPEB LJDW 3/4'PLYWOOD TMRWGH WALL OVER LEAD T&G DECKING RUN ROOF*a FLASHING SET HEAD AT FLASHING TwmxjrGH ALL [ry or OF 5CU6rt�ER OVERFLOW OUTLETSIDES 2 X6 LEDGER BLOCK AS FETAL FOR SIGN DECKING OUTLINE OF FIBERGLASS TANK. FIBERGLASS SPECIALTIES INCORPORATED: 2X12 FLOOR JOIST _ 1-DROP MIN. CELAMP JOINT JOINT MODEL EZ2-W MANUFACTURED WOOD TRUSSES FLASHING AT - AT2d-O.0 �>'+ SCUPPER _ .. FLASHING UNDER f j I Tf ROOFING HEM TO CONDUCTOR HEAD R-26 Ci$I1f.A,T10N _ •� WATERTIGHT BOTTOM UNCONCEALED➢f STSR WNiS n' 1R-LOOT PL1'1YOOD _-_�/� WITH SEALANT IP�TE FLOOR SLAB (F]R47F ' MOrFrYmR ' - STUCCO WITH INSULATION 2]�{1AT 2/ GA GALV. SOLDERED KpRgpi104WNgpE TION 3/4" PLYWOOD NOTE: ALL WOOD AT PLATFORM AND BAPTISTERY TO SLAB ON GRADE PER 2X4 SUPPORT PER MANUFACTURERS CONDUCTOR HEAD WI BE FIRE RESISTANT PRESSURE TREATED WOOD, 2X 10 JOISTS STRUCTURAL OVER 4* GRAVEL RECOMMENDATION AT THE FIBERGLASS TANK 8' DOWNSPOUT PRQVCE C1EAI40UT§GRADE&EMEND INCLUDING STUDS. JOISTS AND PLYWOOD. CONNECTION AND OPAW PIPE TO STORM 139Y1£TL SIM OPAL OVERFLOW ORIWIN6 FOR STORM SEWER LOCATIONS. ROOF SCUPPER ROOF DRAIN BAPTISTERY 6 0" SCALE:3/4" = V-G' METAL ROOF OVER/ 15# FELT PAPER OVER/ 1/2" CDX PLYWOOD METAL FLASHING FLASHING AT STUCCO TERMINATION SIM TO METAL ROOF 15# FELT PAPER - SEE STRUCTURAL FOR 3" CDX PLYWOOD / STEEL CALLOUTS 1/2" PLYWOOD WITH BLOCKING WITH DRIP EDGE - METAL FLASHING FOR SLOPE CORRUGATED METAL ROOF METAL PARAPET CAP SLOPE METAL GUTTER PANELS, SLOPE TO DRAIN 114" PER FOOT MINIMUM CONTINUOUS METAL FLASHING - 2X& FASCIA BOARD - STUCCO WITH RIGID METAL GUTTER CLEAT _ ? i RIP TO HEIGHTi INSULATION FOR 4" ••'-� STUCCO SYSTEM OVER FOAM FO - BUILD UP • - •�. ` METAL SOFFIT PANELS STUCCO SYSTEM _ '"PLYWOOD j{ ;• /� r" STEEL LEDGER PER 4" BUILD UP, PER ELEVATIONS - _ OVER FOAM FOR STRUCTURAL ' _ 4" BUILD UP, PER STUCCO SYSTEM OVER ELEVATIONS RIDGID INSULATION OVER ,,.i �- STUCCO WITH RIGID - STUCCO MOISTER BARRIER OVER --' i_ STUCCO SYSTEM - INSULATION FOR 2" 1" RIDGID INSULATION 1/2" CDX PLYWOOD OVER :1 _ OVER FOAM FOR _ •=� BUILDUP MOISTER BARRIER R-25 INSULATION OVER �]. 2" BUILDUP, PER y PLYWOOD CDX PLYWOOD 1/2" CDX PLYWOOD OVER 3 PLY ROOFING ELEVATIONS R-25 INSULATION PARAPET CAP DETAIL EAVE DETAIL RACK & REVEAL DETAIL RACK & REVEAL DETAIL WALL TO CANOPY 2 SCALE: 1" =1'-0' SCALE:1" = 1'-0' SCALE:1"= 1'-0" ¢ SCALE:1" = 1'"O" 3 SCALE:1" = V-0" o U U L L a o DO U CD E H 3: -t J Do L1J DO U H Duo � U Q M 2 L o L u O 00 c) U) F-,-1 0�/ I..I� 2 � U � U � Z 'I' ^L W vi Q 2 LlJ LL /M//'� VJ U) J F— W Z J D m SHE ET#. A4.02 OKA PROJECT 4: 1610 1 1 1 1- L"a, 1 1 1 1 i EFIS STUCCO �1♦Y REINFORCING MESH MOISTER RESISTANT BARRIER 12"CDXPLYWOOD R25 INSULATION 516"TYPEW GYP BOARD 3 1 r 1 A6.01 r 1 1 WINDOW HEADER SEE STRUCTURAL STOREFRONT WINDOW SEE WINDOW ELEVATIONS Ax taa 1 r.J 1 1 16.00' ' Ab 1 y 1 TOP OF PLATE S 1 1 I 1 l 1 UC EFlS STC I { A&01 REINFORCING MESHO 1 1 MOISTER RESISTANT BARRIER 1 12-COX PLYWOOD _ _I R25 INSULATION WINDOW HEADER 5/8" TYPE'X GYP. BOARD SEE STRUCTURAL roP OF PLATE STORE FRONT WINDOW STORE FRONT WINDOW SEE WINDOW ELEVATIONS SEE WINDOW ELEVATIONS Axtax Ax wa R [STMI !r 1 1 A&01 1 1 r � AB.01 EFIS STUCCO 1 EFlS STUCCO •� REINFORCING MESH MOISTER RESISTANT BARRIER i REINFORCING MESH MOISTER RESISTANT BARRIER I PLYWO 12" COXOD '6 12" CDX PLYWOOD R25INS ULATION ♦� R25 INSULATION 1 516" TYPE'X' GYP, BOARD iV 5/B" TYPE'X GYP, BOARD 1 10.00� 10.00' � OF PLATE T ' _J • - - j•-"_+ CONCRETE . 43 •.'• W 3, "• STR'UCTFUDRAL !' [.� SEES' Tv • UFCOTOUTURAL ..* 'T : _1 .- I 'a�6- � FIEF_ .... 1 _ .i�� r y�F�)-���•1I„ , �„y' _+ } R-10 PERIMETER _ R-10 PERIMETER �• INSULATION R-10 PERIMETER �F INSULATION 1 5-ter,=:krl• INSULATION =''' -y _ SECTION THROUGH PORCH COLUMN TYP, WALL SECTION ENTRY SEC710N I 9ChLE 1rI.5p 2 SCALEI?•1'4 6CILE ifl •i'o 5 [StM� TOP OF PARAP�7EFTS STUCCO 1 1 REINFORCING MESH MOISTER RESISTANT BARRIER 12'CDXPLYWOOD 1 1 R25 INSULATION 1 1 5/8"TYPE'X'GYP BOARD 1 dh 10.00' t�- TOP OF PLATE STORE FRONT WINDOW SEE WINDOW ELEVATIONS Az — F LYHJCREIE Faanli� SEE STRUCTURAL R-10 PERIMETER INSULATION OTYP. WALL SECTION acAL 14 • ra to <w U N L L O Q � co o Ef- �-q J LLJ oO Uri o C Z ~ M Q 2 U, W O mM(nC 2 � U � U_ LL co W Q = W LL Q r0r^ vJ Z O U W J J SHEETA: A5.02 DKA PROJECT p: 1610 12 Cox PL T7 COX PLYWQW R7E INSIAATION R251H9YLAnp 1B' WIDE SELF I _ Iw WIDE SELF ADHERING FLASHING j ADHERING FLASHING L 1 INTO OPENING INTO OPENING ' ILL . HEADER PER RETARDER TO WEATHERRE519TIYE I STRUCT. WEATHER RESISTIVE SELF ADHERING BARRIER, SEAL TO SELF I SEALVAPOR BARRIER, SEAL TO SELF •. \ FLASHING ADHERING FLASHING "{ RETARDER TO ADH ERING FLASHING T SELF ADHERING Wr TYPE'R EFIS STUCCO OVER FLASHING EFIS STUCCO OVER GYP, BOARD REINFORCING MESH REINFORCING MESH 1 SELF ADHERING SEALANT SELF ADHERING _ FLASHING OVER FLANGE _ FLASHING OVER FLANGE FLAy1WDVADI BACKER ROD B SEALANT - ENDDAMSAND HOLLOW METAL ' 4" LEG DOOR FRAME PER NDLLOWMETAL DOOR FRAME PER SCHEDULE SCHEDULE K1HlxIYl SCHEDULE IRIAW EXTERIOR DOOR PER IKI. QUANTITY 8.2E TYPE MATERIAL FIN16N NOTES A I V-r X r.7 STOREFRONTI ALWMULL DARK BRONZ DOOR PER PLANS NOTE: B E 60'%174 AVORE-RONT I ALUIRMUM DARK ZRONZ SEE DOOR SCHEDULES FOR C 1 ART %1ff-$' STONF3RONT FLIAWILW PARKBRONZ INTERIOR ENERGY CODE COMPLIANCE D 1 C.7 x7, STORIFRCNT ALUMWUM DARK WZONZ E C4'x E.T. NAILFLANOE ALUMINUM DARK MINZ DQOR HEAD DOOR JAMB DOOR SILL F B s-wx6, NAILRANGE ALUMINUM DARK BRDNZ �� SCAT€:T•1'{I• �� G I a�xra NAFLFLANGE ALUMINUM DARKBRONZ j SCALE'EA F17- 1 I TQ'xSS 774xB•7 STOREFROHf STOREFROHf uUMWUM ALIfABINM DARK 6RpIfT. UARKORONZ - HEADER PER STRUCTURAL ar F I PLANS EFIS STUCCO REINFORCING MESH ST TYPE'X' SYSTEM WWINDOW SYSTEM WINDOW ffiC' ' WEATHER RESISTANT GYP BOARD S BARRIER OVER SHEATHING eACKER ROD AND rlaM { 1B' WIDE SELF ADHERING �+� PILL SILL PEA T 17 6,� 1n. S$ F•� 17 7.7 1 N E� r` j }.s FLASHING INTO R•0 _ S' DE SELF ADHERING WI R - d 11: �• jl '• 1 rt SIB- TYPE'X'GVP. BOARD K - TLASWIAPOVER KO.WT VEATryE.q RU18TW q N!1 4 b a I rl SIF �TYPE x BARRIER l SELFADHMWFLASHING OVER wOO FLANOEA MTL ` ! s 1 ' NDOVIPER SCFfEOUIE GYP. BOARD HEATH€R RESISTIVE § } B § L• I` •; j l — ' rt FLASHING MTL. FLASHING OVER } ` f , A / f i F V 1116 SELF FLA.SIIING. H4tM OVER ,� BARRIER RE IN FORCING MESH REINFORIS CING L7 A 6 C D WINDOW -�--- MATHER RESISTIVE _ 12' COX PLYWOOD BACKER ROD 8 SEALANT -- - Lam^ BARRIER S-TYPE'X' GYP. BOARD CAULK R25INSULATION PER ` `BACKER ROD AND �- WINDOW SCHEDULE VAPOR RETARDER, EFISSTUCCO MESH SEALANT - �� Yd' 4-0' td SEAL TO SAF REINFORCING 12 COX PLYWOOD R2HNSUTATION WEATHER RESISTIVE BARRIER IF b ® }.. § - 4 ® Y '• h WINDOW JAMB W{NDOW HEAD WINDOW SILL '- � e_ � y e r — � rr 9 scALea-•r-0' $ auLes•T� 7 �.I`-r-t+a' H } E F G 6 ODORSCNEpILE HEADER PER MLICTURAL Sw TYPE SECHTTY! DOOR FRAME PLANS GYP BOARD KEYSIDE m FR MUMS NO OTY SaE TYPE MATERIAL MATERIAL RATMG 99mARR HARtlldRE SET GLASS EFIS STUCCO SILL STOREFRONT EJfT {T[IRY TD LOB9Y 1 CIRxr. A AUJU uUM REINFORCING MESH Y'4K10Y+SY>FIYd.I ExT ERiRY TO LOBSY to e'A'%T� A ALLR•I. ALUM I I YkNFORCI ESISTAH BARRIER OVER SHEATHING 1 / ! STOREFTLpNT WNDOWSYSTEM SILL Cltg}i ROD ANO SEUANT tlCT EIIiiO' BJwcibAR1' TO FR' LO69Y To C� xT-0' A ALuk ALUM L09BY 2 ad' X rAr A I.M. YYD VIA 1B MADE SELF ADHERING FLASHING INTO R. / } 1, I LF ADHERINGEXTE" SANLFi1MY TR FR iOBBT NARCT, ]A 2B 8'd' xr-0' 7LU'x rP A C LAM vH1 METAL HM NM �, / I FLASHING. WRAP OVER 5IB'TYPE'X'GVP BOARD 5B"TYPEx f - J,. WEATHER RESISTIVE BARRIER T PREP 3CCARIDORC 0•d%T� C M WD WA • SELF J6pLETRf26FLA$LBHU / ._ GYP. BOARD E WEATHER RESISTIVE C y SNLCTIWPF TO TO PREP PREP 'JA $. %T-0' T�xTd C C LAM -YID LAM w➢ RM NM I FLAB ING FLANGEB MTL FLASHING _ 9'WRDE ADHER1Na I � BARRIER SAHCTLMRY TO PREP AA 3'�xT-0' CIAWCW 1-AM-iM FY I •i. •Fi155TUCC0 G V RASNRIG. LYRAP OVER WEATHER RESISTIVE i EFEETIlOCO REINFORCINGMESH A*V TO PpEp AB xrxra C LAIC. wn 1W MTL FLASHING OVER BARRIER 1 _ EtT ENTRY FR COPR. P TQXT-0' B ALUM. ALMA -- - WINDOW KER ROD AND 1/2' CDX PLYWOOD F7LT EIRRY FR COW 8 S�%TQ A ALUM ALIWL ROOj S€ALJ4:T SEALANT Y {1r CORRNHJR FF1 RECEP. 7 r-0•XTd C LAM.VA1 KM REINFORCING MESH WEATHER RESISTIVE 'I I R26WSULATION RECEPTION TO PASTOR a T-Txrr C LAM. IRO HM CAULK If COXPLYWOOD BARRIER - BEGEPTlpI To OFFICE lH 7ffxrd C LAM,WD km WINDOW PER SCHEDULE _ ALC{PTIDN TO BATH 6B Tax 74' C LAMWD HM. R25 INSULATION CDRR® R FR. MEN 9 sw Xt4 C LAMMU, tim CORRIDOR FR MEN 11A 3'a'Xra' c LAM. Me HUI CORRIDOR FR vmmwEH 1O TITxT4' C LAM. MC HM STOREFRONT STOREFRONT JAMB L STQRI FRONT SILL LoR/11DOR FR WM OEN IDA aa'xr4D- c LAM.YR HA+ $ 5 - SGLLF.S • 1=0' 4 SCALE O' • T+7 RMsItDOR TO MTTeR 11 ra x r-T D LAM vvD KM EHEAD CORRIDOR FR MULTI 1Z 6ffx T4 A M WD LW CORRIDDB FR MULTI T2A Ca'%Td A M WD HM I EXT ENYRI' FR MULTI 125 S�rxr& C JAETAL HM JIN" TO CORP 13 r�7x rd D LAM.Wo WA T{TCREFRONT WINDOW PER ELASTOMERICSEAL T JUNIOR FR MULTI im 2rwx P-01 B LAM -WO "M HEADER PER STRUCTURAL PLAN ATTACH FRAME Mm IFJ' OVER EnOE OF FW1404TTON WI ASPHALT EXPANSION JOINT INTERIOR _ :, EXTERIOR PRIkMV TO CORK 14 S:r%rC• 0 LAM VA] KM PLANS PER MANUFACTURER'S SPEC'S S ENTRANCE DOOR PRHIARM FR MuLil 1AA 14P Xrr• D LAM. WO HM f PER PLAN 1elTD€R TO CDT1R 15 Y.rXrr 11 LAM. WC HM SHIM SPACE MULTIWEATHER RESISTANT SEALANTANDBACKER - it CORK. 16 YQ'%T{F D LAM. ILOROD OVER SHEATHING BOTH SIDES TYP I METALBACKBARRIER ITHRESHOLD PER k MUCTL f W Si%TQ tl18'W10E SELF ADHERING CON CFOUNDATIONWALL j. �* I S MANUFACNRERR EF S71DR. IT 74%TU cWI FLASHING INTO R O REINFORCING PER STRUCT �SET IN CONT. BED R 3ANLT0 1a T+(i%TA' G l+LA1L YIC HMSEAPLASHOO •'.-J OF SEALANT R MECH IB Y�x74 p METAL HM OVER WDO FLANGE 8 MTL. (FINISH PER SCHEDULE)) I ` 1 FLASHING - ' SYNTHETIC STONE VENEER SLOPE 1A1' _ FIBER JOINT WITH SEALANT ON MORTAR BED ON PER POET • METAL L BRACKET PER ❑ - •' = STRUCTURAL d --•.; 88IX �F[1L6NW(L MR. FLASHING OVER WINDOW 4 A, - _ FOIL FACE BUTYL BACKER ROD 8 SEALANT LI - •�' i' - 1- i' SAF UP BACK DAM CAULK A B G D WWINDOWPLSwCU DUlE STOREFRONT HEAD ALBRICK STOREFRONT WINDOW SILL STOREFRQNT DOOR SILL 3 2 SC {L�Saf'b SCALE S�1'4 O o rc U a) L C)a M W -0 = Q C) EF- :cc �, J dam' W op Uz�aro Q N w 0 00 ch (A 2 2 U Q U � V/ W 2 w IL vi J Q 0 2 cl) 0 0 Z H SHEET Y: A6.01 DIW PROJ ECTN 1610 KOLL VA _ - SECURITY _ _ RGIL llP GRILL _ �SECWLT'QRYL TV x x Ble BIB RECEPTION 07 1 SCALE: 318- a I - UP IR11Y WILL CKSPLASH KITCHEN SCALE: 318" = 1'-0" SOUND BOOTH SCALE: 379• � r-o- 18 &GALE: ua• a r.�• RECEPTION 07 MACH Q AT ALL GRAB BARS FRP AT 4'-0' A F. F. LDPI SANf+fHY NAPKIN D16P1:N5Fl EXCLUGE R3rw AT MEWS YCOVERDISPENSERBTP HOLDER 11 WOMEN 10 / MEN 9 SCALE: ".. = V-D" KITCHEN DRINKING FOUNTAIN ELKAY SOFT SIDES BI-LEVEL FOUNTAIN OR APPROVED EQUAL GRILL RECEPTION 07 ro- 10 WOMEN 10 /MEN 9 TO BATHROOM 20 SCALE: 1!a" a 1'-9' BATHROOM 20 13 scALE: ,µ- a r-p %M 230 W 630 W1230 V✓1018 VVm3D IIK1a1B WI230 WMIS 0 %MMD AX _ SINKI t B3B Btx _-. B2o „_ eL2 �1 KITCHEN 6A KITCHEN &ME 3W = V-0" "DRINKING FOUNTAIN" JANITOR 18 ry JANITOR 18 4 SCALE: 3IB" = 1'-0" 3 SCALE: 3!6"= -0 L SCALE: 316' - V-0' B KITCHEN scAL� us =1••�" CLASSROOMS BACKSPLASH PLASR l -ES �q U N 0 Q rj) >m O mco J V W ap b� o y Z Q M � W o m In U) U U 0 } U J Q Q w W J � tea�LL ry W 0 W 1