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11070 SW GREENBURG ROAD-4 f r r y 7r i IFm IR I 7r EE c; IF= I mr EE IR h s 0d 0O I r a o in Q ' AIDDIRE5 G;ENEfRAL NOTES ,1.��3}�� ul ��' 101�lSINZ70) EX - E55 1:03C 4 110-10 &.4 c;REENBUR(j RO:.G THE CON'IR.>CTOrw S-, . _ FIELD VERIP' :,L_ CONDIT ON5 AN; DI"IENAICINS R PRIOR TO 14 THE CONTR.:CTC' IS SOLPLY RESPONSIBLE FOR AC LL ONSTRUCTION MEANS AND METHODS • AT LO 4 • POUNDS ARCHITEC :iFiTURAL r TIG.�RD, OREGON ANT 6,<,R?C AND 5••.A.L BE REbPONS!BLE FOR ••LL WI lVU MATERIALS INCLUDING ANL` SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTI_ ALL AB ANCHOR BOLT CS COVER SHEET - t' TH05E FURNISHED BY 5,35CONTR,,4CTORS FINAL LATERAL AND VERTICAL COAD CARRYING SYSTEMS ARE CCIM••LETED. AC ASPHALT'C CONCRETE ;AIR CONDITIONER) MAXMAT MA RRIA Al SITE PLAN ' AT ACOUSTI: TILEJM p'MEN810N3 TAKE PREGEDEW:E OVER DRAWING _-:O NCT SCALE DRAWINGS TO DC.TER"IINE 15 THE CONTRACTOR IS RESPONSIDLE FOR RECEIVING, UNLOADINr!,UNCRATING AND AFF ABOVE FINISH FLOOR Mp MACHINE BOLT �., A2 F OWNER: INTERFAITH OUTRE-:CH SERVICES ANY LOCA1104•,5 THE ARCF,TEAT 5*4ALL BE NOTIFIED OF ANY D,SCRFPANCY PRIOR In INSTALLATION AND HOCK-UP OF :.,LL FOOD SERVICE EQUIF•MEINT AND OTHER OWNER ALT ALTERNATE "'TECH MECHANICAL FLOOR PLAN 41 L�EtAILS P.O. BOX 23©821 CONTINUING WITH WORK FURNbHED ITEMS. ALUM ALUI-IINLIM MED MEDa,M A3 REFLECTED CEILING PLM 4 DETAILS A�'pROVFOPU� rIGARD, OREGON 9281 ANDD ANODIZED MFR MANUFACTURER TEL: (503, b`58-035% 3 A-L DIMENSIONS CNN PL:.N5 ARE FROM PACE OF STUD OR CENTERLINE (Y STUD UNLE88 16 PROVIDE ROUGH-IN REQUIRED IN CONNECTION WITH THE FOOD SERVICE ECX.IIPMENT TO APPPROX APPROXIMATELY MH MANHOLE A4 ROOF PLAN 4 DETAILS NJNSTp-d�,4gs FAX: (503)620-9318 OTHERWISE INDIC.•TED PCINTS INDICATED ON DRAWINGb AND FINAL CONNECTION FROM THE ROUGH-IN POINTS MIN MINIMUM A5 EXTERIOR ELEVATIONS ATTN: ICIMdERLY D. BROWN TO 'iHE .,AR,OU6 PIECES OF EQUIPMENT. PROVIDE ALL NECESSARY MATERIALS SUCH AS BB BEAD BOARD M16C M16CELLANEOU6 4 ALL CONSTRUC"ON SHA . GOMP•-Y WITH THE 1994 U.B.G BUILDINGE CODW, STATE DISCONNECT SW TCF RECEPTACLE CAPS TO MATCH RECtPrACLE5,0,2 IN. POLY'/INYL BLKG BLOCKING MLOG MOULDING A6 BUILDING SEC TION°) r AMENDMENTS ANG Ai-L : OC..L GOVERNING BUILDING CODES AND ORDINANCES SHEATHED FLEXIBLE CONDUIT ON FINAL_ CONNECTION I PIPING, 11A4_'VES °TOPS BOT BOTTOM MRGB MOISTURE RESISTANT GYPSUM BOARD Al FINISH PLAN AND SCHEDULES r TAILPIECES FITTINGS ETC, FOR A COMPLETE OPERATING SYSTEM BM BEAM ?'ITL METAL At A6 DOOR t HARDWARE SCHEDULES, 4 DETAILS 5 THE CONTRACTOR S.IALL REF'OR' TO 'HE ARCEIITECT ANY ERRORS, INC0N5,6'ENC!E5 OR BRG BEARING O'"1 S6'ONS HE 1••.:Y DISCOVER THE CONTRACTOR IS RESPONSIBLE FOR GORRECTIWG .+NY IT r' PROVIDE TWO(2)' ' E 2-A FIRS EXT'NGFY U'SHERB - VERIFY REQuIREMENT5 AND LOCATIONS BRZ BRONZE NO A • NLIMSER AS INTERIOR ELEVATIONS AppW "/qy ��OFT* ERROR AF-ER THE START OF CONSTRUCTION WH CH LAS NOT BEEN BROuI TO THE AS SHOWN ON PLANS WITH FIRE MARSHAL FIELD INbPECTOk PROVIDE ADDITIONAL B[�T�WIv BETWEEN NAT NATURAL •,....... ,,�+ H� k A'TEN"OI OF T-E :ACH TEC'. THE MEANS OF CORRECTING NG ANY ERROR $-ALL FIRST EXTIulbHERB AS REQUIRED. 51..R BUILT-UP ROOFING NIG NOT IN CONTRACT 410 ALTERNATE DESCRIPTION Co7Y NOM NOMINAL F`IrOw ::::.:.... .... . . . r BE .:P�FROVED BY 'HE ARCHITECT r J nlYtPl�yy : .,. J: B GYPSUM BOARD CEILING SYSTEMS SHALL GCXfiORM TO THE GOVERNING BUILDING CODE -B ATCH BASIN NTS NOT TO SCALE f'EhIA.4IT N�. Cffb '"•"'• r 6. THE ARCHI'ECT WILDAW' L REVIEW SHOP RN68 AND SAMPFOR LES CONFORMANCE WITH IN NO CABGJ CONTROL ' SE LESS THAN 1994 U" C. CF"+ CUBIC FEET PER MINUTE KIT(-THEN THE DESIGN CONCEPT OF THE PROJECT THE ARCHITECTS REVIEW OF + yEPKI ICITGHEN PLAN, °JGHEDULE ARATE ITEM •OINT OC 4 O/C ON CEN-FR Sep��(� �10; IrIII. I SHLL A ✓ NOT IND,GA.'E APROAL OF EMW AN ASBB,'v N HH ICTHE ITEM FUNGD.'s TIONO 19 ALL GLASS AND, 9H .'s+-AIWA COMPLY WITH CH:PTER 54 O THE u.9 CON3JMER CLG CEILING OD OUT61DE DIAMETER(OVERALL DIMENSION) A PRODUCT SAKETY COMMISSION, SAFETY 3TANDARDS FOR ARCHITECTJRAL GLAZING CLR CLEAR OFCI OWNER F:UW1644EP CONTRACTOR IN6TALLED K2 GENERAL NOTES, STUB OUT PLANS ob q rfril. AMoh...,.,,. :+ 1 IT SHA_L BE THE REbPONSIB,-!TI' OF THE CONTRACTOR 'S LOCATE 4LL E:<;ATING MATERIA.S (42 FR 142!1, 16 GFR AART 1201) IN NO CASE LESS THAN 1994 U.B.0 CMU CONCRETE MASONRY UNITS ORD OVERFLnuI ROOF DRAIN K3 CAPSINET ELEVATIONS ° • """'�• •••. UTILITIES IJAETHER 50- ' HEREON OR NCI AND TC PROTECT THEM FROM DAMAGE CO CLEAN OUT •�'�- THE CONTRACTOR SHALL BEAR A-L EXPENSES OF REPA,R OR RE"'LACEMENT OF UTILITIES -0 PIPES AND DUCTS ExCEED'NG ONE THIRD THE 6LAB OR WALL THICKNESS SHAT-L NOT ISE COL GOLLMN FAL F°ROPERTY" LINE (SITE PLANS) QdtB;' OR OTHER PROPERTY- DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION PL..-GED IN 5TR,4+ CTUR4j_ CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL CONC CONCRETE PL AM 4 PL PLASTIC LAMINATE o= THE u)OFaC. -ND,OR ELECTIRICAL DR.ALJINGS FOR LOCATION OF SLEEVES, 4CCESOORIE& ETC. CONST CONSTRUCTION 9wLYLL0 PLYWOOD J� LANDSCAPING �~ CONT CONTINUOUS 'PSF POUNDS PER ?,QUARE P007 • w FY" 9 THE CONTRACTOR SHALL VERILOCATiONIS OF ALL FOOD BERvIe'E EQUIP-fENT AND •'; ALL ELECTRICAL,MECHANICAL AND PLUMBING WORK CONFORM TO TVE CPT CARPET PSI POUND$ PER SQUARE INCH LI LANDSCAPE PLAN V, COORDINATE LOCATION OF FLOOR SINS, F..00R DRAINS SLAB DEPRESSIONS :.ND REQUIREMENTS OF THE CURRENTLY" ADOPTED NEC. UMC,UPC CODES RES1IEC7I✓ELY CT CERAMIC TILE PT PAINT OR PRESSURE TREATED RA-PIE_- CURBS,ELEC'R�CAL AND PLUMB'NG STUDOU75 AND -ILL OTHER WDRK . NDER CW COLD WATER PIP. POURED IN PLACE L2 IRRIGATION PLAN TLII$ SCOPE OF RESPON8113 L TIES RELATED ?O THIS EGU PME'NT :2 CONTRACTOR TO PROVIDE BACKING OR BLOCKING A8 REQUIRED FOR ""OUNTING ALL PJ'G POLYVINYL CHLORIDE L3 LANDSCAPE NO'S S AND DETAILS WALL ^^CAJrN'ED SHELvEb EQU'F*-1ENT, -.CCESbORiES, CABINETS ETC DEG DEGREE • �� 9. THE t:ON-RAC-OR 5N:a__ PRC✓IDE TEMPORARY WATER F`OWER AND TOILET FACILITIES DET 4 D'.. DETAIL Q'( QUARRY' TILE L4 IRRIGATION NOTES AIvD DETAILS AS REQUIRED 23 CAU,..K S-A-_ BE USED TO SEAL A.-L ,O!NTS OF M!LLWCJRIC,TRI" EQUIF"MENT MOUNTING, DIA DIAMETER W"_,• PENETRATIONS FRP OR 5 S FLASHINGS IN FOOD SER/ICE AREAS TO PRODUCE DI.Cs DIAGONA,. R RADIUS 10. CITY APPROVED 0--LAN6 51-Iw-L 5E KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY .+ UJATERTIGHT, AAN"ARY SE,4,1 DIM 'DIMENSION RB RUBBER BASE CIVIL W WORIKMEI•, THE CONTR.xCTOR 9-"-L BE RESPONBIB._E THAT ALL SUBCONTRACTCR.S DS DOWN5POUT RENNF REINFORCED GONBTRI:G''ON SETS F<EF-EC- SAME INrOf;a1ATICN. THE C-oN?RAGTOR SHA_.. AL5C �'� CON'RACTOR BHML. PROV DE PERMAvENT _ABELS .�' .+LL ELECTRICAL P:JNELS AND IRWG DRAWING REQ•D RF_QUIRED C1.0 CIVIL NOTES MAINTAIN, IN GOOK CONDITION ONE COMPETE SET OF PLANS WITH ALL REVISIONS. GONTROL9, MECHANICAL EQUIPMENT SHUTOFF VALVE$ AND F RE C.ONTIRO,_ EQUIPMENT RM ROOT ADDENDUMS, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES 47HESE ARE TO FSE FX16T iE I EXISTING RO ROUGH OPENING C2,0. FIN15H GRADING PLAN UNDER THE GARS OF THE JOE SUPERINTENDENT. �5 FOR BUiL'✓'N1G9 TO BE EQjF"EG WITH AN AUTOMATIC FIRE 5PRINKLER SYSTEM, THE C3� ON TILT- UTILITY PLAN LA � EJ ExAANSION JOINT RD ROOF DRAIN C CONTRACTOR bHr:LL PROVIDE COMPLETE DESIGN AND DOGUMENTA'ION AS REQUIRED FOR ELEV 4 EL ELEvATION ROW 0*6T OF W.;Y (� '1. THE CONTRACTOR SMALL DE RESPO1NSIBLr- FOR THE COMPLETE SECURITY OF 'HE SITE 5u5MISSON TO AND APPROVAL OF GOVERNING BUILDING DEPART'"IENT AND OWNER ELEC ELECTRICAL p C4.0 UTILITY DETAILS co ,- YTM S5ESHALL S' ISTAE NLLD IN ACCORDANCE WITH NEPA 13 REGULATIONS EQ EQUAL bC SOLID CORE WHILE THE JOB '$ 'N PROGRESS AND UNTIL JOB..O"IPLETION. C4.I UTILITY DETAILS EXT EXTERIOR SCHED SCHEDULE '2 A_L DEBR5 6•-4L_ BE REMOVED FROM THE PREF 11SES AND ALL ARF-:9 5i--'.LL. bF LFF- N bHTHG ""THING 'r-5A EROSION CONTROL PLAN 4 DETAILS A BROO" CLE.-N CO►rUITION AT ALL TT1E8. F FLAT (SEE PT; OF SQUARE FOOT (FEET) b ■ t L Fp FLOOR DRAIN SG SEMI GLOSS (SEE PT El.i.s 3 'HE CO/NTR:+C'OR SHALL TA1Q ALL NECESSARY PRECAUTIONS 'G ENSuRF THE (•AST" FDN FOUNDATION SIM SIMILAR OF THE CC:UF'ANT$ AND WORKERS AT ALL TIMES. FFL FINISH FLOOR LINE OPEC SPECIFICATIONS STRUCTURAL C FIN FINISH SQ SQUARE FLIP, FLOOR S/S STAINLESS STEEL SI FOUNDATION PLAN Fx FACE OF CONCRETE 85 STAINLESS STEEL 32 ROOF FRAMING PLAN / DETAILS L.j..I POF FACE OF FINISH ST STAIN FOSFACE OF STUD STD STANDARD 53 GENERAL NOTES / DETAILS J= Fi2F' FIBERGLAS REINFORCED f-1,,-NE" BTL STEEL dJ FTG FOOTING 5T4L STAIN 4 LACQUER Ad FT FIRE TREATED STOR STORAGE PLUMBING SUSP SUSPENDED Pl FLOOR PLAN - PLUMBING CO G GLOSS (SEE PN BV SWEET VINYL GA GAG& P2 DETAILS AND SCHEDULES - PLU^'IBIN x GI GALVANIZED IRON T TREADS P3 ALTERNATE FLOOR FLAN - PLUMBING GALT✓ GALVANIZED T45 TOP 4 BOTTOM GL GLUE LAM TOC TOP OF CURB A GYP GYP+SUhi TEMP TEMPERATURE GW5 GYPSUM BOARD 40 TONGUE 4 GROOVED MECHANICAL GYPS D GYPSUM BOARD OPUBE9TTSTEEL Ml FLOOR PLAN - HVAC `w HB Ho$E BIB M2 MECHANICAL DETAILS -+C HOLLOW CORE /HANDICAP/ UBC UNIFORM Bl11LDING GODS "DR JL UNDERWRITER'S LABORATORY M3 ALTERNATE FLOOR PLAN - HVAC HDUR "IARDLuANE JNO UNLESS NOTED OTHERWISE HM .IOLLOUJ METAL 1 't HP HORSE POWER VB VAPOR BARRIER ELECTRICAL WOR HORIZONTAL HIR Hv1UR VCT ✓INKY� CCIMPOb1TION TILE r�RT VER?1CAL. E1 SITE PLAN ' • , HT HEIGHT VCs VERTICAL GRAIN `• !; 4'l fL -+vAC HEATING-VENTILATING-AC VTR VENT TO ROOF E2 FLOOR PLAN - LIGHTING HW HOT WATER W WATT E3 FLOOR PLAN - POWER D INSIDE DIAMETER INSIDE DIMENSION) W% WITH E4 ELECTRICAL ALTERNATE BID PORTI >f 6tBaN �' IN5UL N$ULAION IOC WATER CLOSET E5 ELECTRICAL DETAILS 'T INTEROIR IV WOOD E NVERT ELEVATION W/O WITHOUT /� ' WP WATERPROOF QF 0 • KW KILOWATT JR WATER RESISTANT W<;OT WAINSCOT JWF WELDED WIRE FABRIC FIROJECT EDATA 0GCUf=ANG *r FLAN f=fROJECT TEA L�L�IfRECTOF,4%--T- . :R' ENTC:TY Or DESCRIF- ON OF WCJRG: CONSTRJCT!Ov OF NIR. BU ..0 NG,•RCwiTECTS N:N i.O" EDWARD9 A+.I,A.,P.C. Bu'_D,<z :QE ' A 34 N.W. CIRST A/ENUE, SUITE 309 13125 cW ,•'A,LL BLID. p ORiLAND, OREGON 90- TIGARD, C)REGON 2'2 3 �� A TEL:(503) 639-4111 SwN TEL: (503)116-0590 .:TTN: JIM FUNK BUILDING CCDE uBC• 1994 EDITION W% 19 L_ 96 OREGON STRUCTURAL FAX: (503)213" :4'U A'-N: GREG MILLER SPECIALTY CODE. ro ► ALTERNATE PLANNING DEPARTMENT: CITY OF TIGARD: PL"NNING DEPART`1ENT F'LUP"B!NG CODE UPC, 1994 EDITION _E._�. NO. 9 13125 8W HALL BL✓G ELECTRIC CODE N.E.C., 1994 EDITION u r-'Fr-F'ESEN'.:T'✓E ""CKEE/ER.'MORRIS, INC a MECH,ANIC.4L CODE: IMG, 1994 EDITION - - - TIGARD, OREGON �22� _ '12. SW SECOND AA., SUITE 40C 7EL:(003)63'3-41-11 H.4ND1CAP CODE: .1 D.A. GUIDELINES / OREC•40N AMENDMENTS ONE -- - EXIT --- i ' PORTLAND, OREGON 91204 .ATTN: WILL D ANDREA lin z HOUR /� I • TEL, (523) 228-13E,2 20NI�NG CLASSIFICATION: R-12: MULTI-FAMILY RESIDENTIAL f0itl a ; F SEPAR.,T101.1 FAX 503)228 7365 HEALTH DEF�ARTMENT: WASHINGTON COUNTY, OREGON OCCUPANCY R-i AND E-2 SNI SCHpLLs ATN; XM RAPP DEPART"ENT OF HEALTH 4 HUMAN SER✓ICES CONSTRUCTION -.PE: ✓-N � °I'IE ^" ✓ // 155 N. FIRST AVE. SEISMIC ZONE: 3 PROJECT g HSR ` ! 5-RUCTURAL ENGINEERS ASKS ENGINEERING HILLSBORO, OREGON \ 39084 PRCCTOR BOULE•✓ARD, SUITE C TEL:(503)648-8122 FROST UNE: 12' SITE WALL / // / r_-_i r __ _ r _ . ,. Z ' Y' -i a ATTN: ?OBY HARRIS ROOF LOAD: 25 PgF/LL, 15 PSI < ____ -.0 t------�- ►- _-J EXIT J SAND OR 9 05. 1 W NORTH DAKOTA ST 4 _A _ _ TEL! (503:668-655(4 r------ / 2 A.•'N: SETH LGH a TUALA IN VALLEY FIRE IQEBCUE P I I U T T T FRE DEPARTMENT: T S 'E 4REA �. -.CRE 1318b3 9f) x ; 1 EXIT r L -� L ---�L Q s 20665 SW BLANTON BUILDING CC/ERAGE B•25E PLAN: 5,393 6F. \_�`g��r I L----� I; � I I L- -- - - , 1 IEC--NICAL 4 ELECTRICAL INtERF.+CE ENG'NEERINCs NC TEL:(503) OREGON AL_'ERNATE NO. I: `141 OF /r ENG INEERB: 0. - I TEL:(503)649-8511 ALTERNATE NO. 2: 135 S.F. 6542 SE LAKE RG-r, ._. MILWAWJKIE, OREGON 137222 -+TTN: GARY WELLS20.0% SUBTOTAL: 6,269 SF. 20.Eq TEL (503)6E•9-63934 FUTURE ADDITION 1,131 OF. FAX: /503%65'a-90.9 PUBLIC WORKS DE/DARTMENT, CI'Y OF TIGAR,D: ENGINEERING DEPARTMENT TOTAL: '- _ 1,406 SF 23.b% ��a I _-• ----- _. JI L __ -- _ _ -• ---------' AT''N: ROB "I-aTTE$ON (MECHANICAL) 5'REET94,SEWER) 13125 SW HALL ®L✓D. rij EXIT ZTIGARD, OREGON 9'1233 v ATTN. BRIAN KANNAOY (MECHANICAL) TEL:(503) IMPERVIOUS 3UIRFACES BASE PLAN: '505 OF 30-3% 1 p 1 ATTN. '$8AM ELBAHILI (ELECTRICAL) Ai-TERNAND 13886 OF, 2E,3: _ 1 - I I NO. I I�l F"uTURE ADG':TIO'N I 1 I et CI'/I. ENGINEERS: WALKER/DILORETO/YOUNIE, INC J:.TER DE-AR—ENT TUALATIN VALLEY WA'ER DISTR18T i 1 I I It a WILLAMETTE PARK F,_AZA 1850 S,W, 170TH n < 6420 SW, MACADAM 4rENUE, SUITE 360 BEAV'ERTON, OREGON LANDSCAPING B.+SE F_AN 16465 BF. 52.5: _ IT POR%-AND OREGON 9'1201 TE�:(503)848-394: ,ALTER` ',TES i.ND 6,0-1 Sr- 48.1% I TEL: '503) ''68-3930 .."TN: STU DAv'S FUTURE ADD(' ON 3 1 FAx: 1503/'68-3929 U ATTN: COLE PRESTHUS G.5 COMPAN'• NORTHWEST NATUR-1L GAS COr"II°ANY 0 220 NW. ZrG ALLOWABLE BUILDING HEiGH 3°, F-EFT I EXIT 0 PORTLAND, OREGON 93-2P� ACTUAL BUILDING HE'GI+T: 2a r-EFT L ----------J _ANDSCAPE ARCHITECT L'RUCE R. BIER( i.w 40 TEL:(503) "21••2455 - -� A OND, OR 91225 PARKWG PRO/I DED PORTER STREET ATTN: ERN1E 3WARTZ PORTLAND, cot-'=ACT SPACES I F'URT10 6rANDARG SPACES tn TE1.: (5O)3) 103-18aa 11cAT-N- BRUCE BEIRI ELECTRIC COMPANY; PORTLAND O NEiCAL E�EG'RIG 121 S.W. SALMON I 1-+ANDICAP SP-:CE �- LINE GENO'E6 Z � I WTC - 0806 I VANPOOL SPACE L, PORTLAND, OREGON 9,204 14 TOTAL PARKING SPACES FUTURE ADDITION s 0 TEL:(503` 464-8581 ATTN MARLENE STE YENS BLJIJ9/-0414 11070 SW Oreenburg Rd. i Iof13 l � .,o.,. .. ...-.__...-"._..-.»,_.__,.. .. -.. .._..•w.r�+n,,...,,....w.."w�*..•...,-..,rw>+...."....,..,....w•�,yryY'^....r.,LMr�M�M'IgeyM••cI+9:�.•.,.,..�t...:v,- ... .. � ,r.-..ter... _._. .. ....... ,�y,�.wn».�...•.�+orw.•.,......... -. ,w. ...., �'.._."....._ .. -_ - .. . V .. _ rT Ilr 111 III III III III I I III II III 111 III III I�T I�T III III 111 I 1 III III III THIS DOCUMENT IS LESS LEGIBLE THAN THIS Nn'rAfION, 16�I-I III I I—II I-I III I III I III IIII�III I1--�-1-1 �-1UI-I- I IIII I1111111 III IIIII w IT IS DUE TO THE QUALITY OF NO 36 GUST 16 1 - THE ORIGINAL DOCUMENT. -- t: eZ 9G LL I�i �l ►��IIIII��I�� I�� Z�� T6Z�� I£I�IZ��IIIIIIZZIII►��t�1Z�►1� ►O�I�Z►III�I8�IItII�III�B�11[�►1�� L��t�I�►��I8�It �II4I11t1I�1 IaI6IIiI�II��I6IIItII�I �I�LIIIi II11iIItI�II�II�IIIIIIIIIIII I 8IIII I�IIII �IL��I"�I�II9IIII I9III�IIIf11IIIIIIT61111'.111 66IIII1IIIIIoIIluIImII I f d — -- -- 1 GC PAv1NG IF' OVER COME AGTM ORZ METAL FENCE -POSTS (TYR) �- HRAILLFILL Loll_ INSTALLED BTFENCE 1 BOTTOM 11°o x Is" DEEP- ipLUII`IENSION LINE it Z'-m" 1'-t9" ALL FENCE RAILS DOORS, CONTRACTOR (Tl F'IGAL) GONG.F(7OTING / PRIVACY 9;.ATS, AND DOOR NIC) HARDWARE N.I.C. L;ONTRACTOR CUNC. CURB -- , �1i. I. b I. I" RADIUS SHALL PROVIDE 1 INSTALL ALL CONTRACTOR INSTALLED BY LJ METAL FENCE POSTS 1 - - -_--- - - PDXY' MASTIC SE �N CONCRETE J r T T a - CONTRACTOR TC INSTALL , - _ _ -IITT —I r II• •''a . T- MET.�L FENC'NG N.'.G, ----' --- --- FENCE POST IN CONRETE. fx,^ • . , _i ; OWNER TO INSTALL HORZ ---- -- - -- -_- _ 11 4 FENCE MEMBER W/CYCLONE II I Ii V I I I II�I I ' A __--- .. r t �';;il (.' _ +• -III_ �I \ E� FENCING W1 PRIVACY 5TOP6 T-- .` j II III ••Ii I. I I— ! 'b• l. . ►Xx' J L_J r �'�� • 1 , '�` =p e i 4 TRaS� ENCL. COL. T.�ETall. 7 E>CTRUDED GUR'k3 DETAIL COMPACTED •'° . T \ ti GRANULAR FILL I I/Z" • I'-m' b6U5KAmli I" I'-ta" bd5lCAfatal -} EXP, SION e AG 4" GONG tj �1cc MATERI4- ---- - ► :ANE BOLT -� RED PAINTED -0, DIMENSION LINE D.IGMGGROUND i 0 3 yTdR" a! -5r�1 ENCLOSURE FRONT ELE1/a66T5IKO.,mNi3 CI' Oi'- 6A01i g a--'-0 - -- -- . _- - - GRADE BNCRETE CURS DE4'-6' • SIM. BY HDGP STALL HIGH DENSITY 4'-m • SIMEXTERIOR PLYWOOD — 'RITE CENTER AC PAV;NG TOOLED AKBY TRAISH ENCLOSURE II AI ON COMPACTED JOINT I" WIDE BLACK ---- - NTEl1*M171 011ltl11112Ac"am***= GRANULAR FILL-.. FLAUNTED 13TRIFJE w _ _ 15ACKGROUND \1 ThN projowt Is Natled In whole or 0 0m,% i In part aKh R#Wb prOtrtdo bg *0 . ry U,6. DEPAR" IENT OF j , •�3 I �_ �� - -- _ - - -- , - ------ 7 w �. I" WIDE BLACK _ F "WA AND WMAN �Iin ••-• •_• aLJ.86' 1m m j 0 PAINTED STRIPE - DEVELOPT ' O . ( J DCO. GRANULAR FILL BACKCaROUNI-)15LJE PAINTED -'--- ry CQIfT1�lOtiT01� •? 1 VAIM 43A, , — - I CONSULT W/ ARCHITECT � FOR GONTRI5UTER5 I 1 PROJEG' TEAM --- I � T � TRaSN ENCLOSURE PL�h _____ �IDEu�aL+c DET,aIL LLISTINGS F ,�+__-URE EXPANSION 9I I/4' I'-m" 663KAO1O I" I'-m" ` 665KAOO� SUPPORTPOSTS I ARE A r4 EXIST!NG REE -- TO BE O VED �,i1 ,t+ GRADE rri MANHC-E . , J a` -'•` ^ J j ' •.�" r 5-sr.� is SEE Ci✓il --- � �� ,,,� �� .�� .�� . .... ,_ 1 ,\(� r - r�� j •) ro •- ' -.- -_. g 2-- I� � /11 .--' f '� •f-- `_� ��1, I Al + EXIETING T E 1L1 EJ• _ I i I _ TO BE RE" VED t � �^-,_• � I I tri 1 DER DESIGNED -, r•- _ 1 '- �•i '.., WOOD FENCE FOUNDATION DRAIN �'-14 ` U U --- RADIUS [] _- -- - GA. t /- �• V I, 3 -b 1 1 11 � � 1 � eeeee• 1 YANPOOL AI E,J `'� + t S �, 7 LD HANDICAP SIGNS � - � i 1 _ �� 80-7 PROJECT SIGN r GATCI, Lo �,I AND 5Y L5 - ---- SEE CI✓I- DRA-I'vCs5 x 3' !Na TRE -- BASIN SEE 6 I FOR GRADING 3i4" I'-0''' 665C�•lmml O BE REMO ED �! CI V L DI1GS - _ I9- _ -- , - - -3"o PIPE I "' . -^.` ''► ROOF DRAIN t _ ..^^ SIM. ` ,� 1+ - `� °„ - e IX __�. ; I� SITE LEGEND -11” ! - 1• —HANDICAP SIGNS - '/ 1 U.18HED LINES t \ �- PROPER T Y L f NE _-- AND SYMBOL$ REPRESENT �t \ / ' -- Ip E.J. I ALT. NO. I 11 \'S `, _ b LINE DENOTING DASHED LINES N Zm'- ��'"'� REPRESENT 1 ; \ ^r�. AREA OF UTURE I rLo _ ALT, NO. 2 EXPANSION V ! i •e,, y �© ` ____ _ /� _ __ - - ROOF OVERFIANG Ib'.m" _ -�.- y__�-t m - BICYCLE RACK NEW SU I L D I NCS ;'� W Acj I NE SIGN B�" r -•O'" R COORDIN TE _ 0 4� f�i.■ SiG �Go-TING 1 o �\�1l SIGHT CATCH BASIN u T LECTRICAL ) SEE ELECT. DUGS. °vEt avlL DtLra3. AREA C RAIN O SEE C!✓f L OUJGB. - PROPOSED TRANSFU1e It:.t STOR!", DRAIN A F '•p � MANI-OLE - SEE G pGli SEE ELECT. NCR CIVIL DRAU11NCs8 PROVIDE CONCRETE 1 r N P�+V 3.--` 1 _ PAD. COORDINATE POND OUTLET A �51 - j 1 -� C� PAD SIZE W/ ELECT'RfCAL. CONTROL STRUCTURE DASHED LINES (�' - (r FIRE WYORANT o CLEA,4 OUT - SEE �� f 11 REPRESENT ® CONCRETE SLAB J PN.M. VU LOM _- ��• 1 FUTURE AnDl710N 1 jx A WALKWAY (TYP) CO CIVIL DRAWINGS �,'7 / - / ; B•EE C'/I� FOR / �' - p NTED AIFIG ARR �' r / GONTIN/i- ON I 1 MAN OREGON CO PLY O✓ERNING / -l' 1 i CF FOUNDATION - -- - --- FOUNDATION DRAIN t `' T CR!TY 'AND ARDS -�' 4 + 1 DRAIN r- - Z fY 1 i / BASIN, SEE �, •_ 1 ® N - CIVIL DWGS.� 1 1 � i x N FIR HYD IT jn 1 1 1 1, ��1 a• !. 9 I T 5 $ CIVIL ORA 5 ---- m KEYED CONCRETE BLOCK f� I Lo 1 1 -L, i RETAINING WALL - // �ttl1 SEE CIVIL FOR WALL 14 �f ` .A O 1 •� th 1 1 -` i__1 HEIGHT INFORMATION d t '+ 1 -r" _,_ _-•-'` I 9 �:, 1 -r" ro,�Q,� _ _ _- 1 `-- \• ----_--- --------- NEW FOUNDATION DRAIN � •� �` 4 / 1 • 1 Z 6,,. • CONNECT TO STORM �, DRAIN LINE SEE p 1 CIVIL DRAWINGS f , 2_m„ C � �� Oj REMOVE EXISTING HOUSE INCLUDING FOUNDATIONS A UTILITY SERVICES. I? REMOVE 1 REPLACE EXISTING CURS ` \ 10.'"'�r � -I �? 2 �l I O REP'IOVE EXISTING GARAGE INCLUDING / ,J Z. Q CUT PER sO✓ERNING , � © � � •'0,' .�-'- FOUNDATION •' ,.:-`-� � •� I-. AUTHORITY STANDARDS 1 �3 REMOVE EXISTING POWER POLE. I lUQ Z 1 COORDINATE W/ UTILITY . / W W ON PAINTED 5 IPING 1REMOVE -.xISTiNG TREE - LJ (TYPICAL) -_- -- __ - O AND RELOCATE PER LANG'SCAPE - � ,I ,r�fG_ to cn �- - - ARCHITECT'S DIRECTION REMOVE EXISTING POLE LIGFIT REMOVE ExISTING SHRUBS ,80 ;� , Z 0 REMOVE ExISTING PAVING SURFACE t` AS O REMOVE EXISTING CURB CUT 3 ;t dj� ` a COORDINATE W/ SITE PLAN N ` 12 e ,Ie I •. d I \ (g) REMOVE EXISTING FENCE SITE TOPOGRAPHIC AND BOUNDARY INFORMATION BASED b J Li Im REMOvE EXISITNG METER VAULT to \ ON LAND SURVEY PROVIDED BY: GAL LAND SURy YING�INC. c REFERENCE FILE / PROJECT NUMBER: _ 1128 - _ __ a NORTH NORTH REFER TO SURVEY FOR EXISTING SITE INFORMATION II EXISTING TREE TO REMAIN N�.TfFY ARCHITECT OF ANY DISCREPANCY OR INCONSISTANCY 11 EXISTING LIGHT POLE TO REMAIN ' BETWEEN SURVEY. SITE INFORMATION DEPICTED ON � ARCHITECTURAL DRAWINGS, OR ACTu4j. FIELD CONDITIONS �_ PRIOR TO EXECUTION OF WORK. REPLACE OLD BOX WITH NEW ' in 13 EXISTING MAILBOX POST TO REM41N • . o' 14 EXISTING SPEED LIMIT SIGN TO REMAIN 1 W.2 1 SITE PLAN ��OLITION SITE PLAN 663P6052 l HUI")7-0424 r Itd• C 11070 5W Greenburb 2 of 13 +r...-..q...�llis..,.wp.r .+-r-.«.mnn. .,.„..,•.:_. ,,.....-.,,: ..-......._..;:-.:.•:...4;iL". Tn';..:.::4a'h::., -xsi....... ._. .. -y .. _ _ - • .r.^Hf�. ,.. ....r.,.,.....•..., «....ra_ ..... ....,w• .� .. ..,,...}. . -_-... .... ,. • '�r•...•..�nw ....,•.�rr ... .... .,.., e _. -...s...,,.w•.. ...,`n++!.rwnr_•..'aPar +.nr«•.rAri+.Mrv'w•mnw...m. •.. ..,,... .,. +1.. ..;•..r.. - +-ifs ..L.- ,�” -.r IF THIS DOCUMENT IS LESS II III 111 Ii III III III I I III III III I I III III III ill III Ulf 'll III III III III Il' III III III I I III III III I 1 III 111 l�l 1 I ilT 111 111 ISI III III IIIIIII Ili Il. I I I �1--� -� --� � _ �!!!4] ! ► l 6] !-' �1! I �� ! _> > dal_�_ i �� s LEGIBLE THAN THIS NOTATION, �M IT IS DUE TO THE QUALITY OF - ) 'VL�l 'n t THE ORIGINAL DOCUMENT, - E 8L BiiL L�L 9�L, L �L F6 G irrL O�Z 81I BI L1 9�i 41[ 6I F. LI Ii i 8 L 91 9 S G Tx, mum1III� � ll IIII lillllllllllllllll] I !I�IIII �� IIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 'III IIIIIINII �•. �Y 1` •t Ar :�I Y f �r v � :_ - ••7744 � —i. •�'9E11.L,•�5'k.L3F, y,—.... I - ti,ter, :<�P � ..y t .-iM• �I, •,'• _ r WALL TYPES - 11 I/4" 4' 1° 4'-I 114" 4'-1" — I®'-m" �q y�`t ," ap,;� •r � t' Cdr � .•�� -- -�' �" ----- -A -_ 8'-5 'V8" - - ------- 8 -3 i/1'' _ 3 -b • - _ - 13'-b 3/8 .- 4 1/2' EXTERIOR SIDING ABLE t Esu _DING PAPER (4) ADJU T rFa ', G°y ° y " r�!;x h," w•�s° R r 3 • TYRE CDx PLYWD bµEATWING SHELVE •ZxF� STUDS • i _ 6" I I -- ,' M 6" O.G. CLEAR I 3 ;t t li •R•21 BATT INSULATION I --- - -_ -_- G AZ �' ` • /APOR BARRIER I I I, I � `fl r,:•• � �" (B • 4� GYPSUM BOARp I �` I s�e•: !f ✓a,_, — _ -- i — --. _ r tiff c?NE-HO(1R RA'tNG PER + L - F - -� -- - -, I -__ - - - ._ 60LdJID L' t . UBC TABLE -11'5, ITEM 11-13 I - -- -- -- 1 4x - ` N - - - INSULATION - • 4� ` F E 'X GT�'Su-1 BOARD I ' I I - - - --- 1 j __ 8E11; ATiO • :x4 jT.D6 • ?4" O.C. . aG�IxL 'INSULATION I L----- - I - 35 l / � • -i--E "x- GYPSJM BOARD C I r A50 0 - ppamI! ST� -`` 1r a , ' Li GYPSUM BO�RD I I W • 2x4 3TLD8 • 24 O.C. • SOUND INSULATION ivl c�+I • %' GYPSUM BO.•RCV 1D it I \ 1 a _ - — ---- I �9w�-' �5 I GiUEbT !DELETE SOUND iNSur.ATION 1 -_ D GHAIVGE TO ixh STUD 4D SIM. _ -- ISLAND-• `'' m � I Wom \ 8 CONDITION-) _--- - �iJr 'ER - - 40 ONE-W;IUlt RATING PER , '4 TRY + i - uBC TABLE 7B ITEM 11-13 '`� i+� 9 I _ CONTROLS m - , HEAD R / ""II TY. GTx" •1Rr�7EC 1U.6�L_L ' • ) i .. CONDI IONS, r - - T SEAT NG cv ' ,, % SEAT I r S611CC I -- °;? �6 STUDS M BO�•RD *- -..__._. __ 8 WATER- • ''� � / -. ._ - ____. •_ ' x I �A■!�� T PE "k" • R.-TED uuA-,. FRE 59;'RINKLER — --- - s4E""'ER E CCND O•vS - -- v �, r+OuSEKEEPING - ( � j I ( - - - . 1 • � �' Jr^ BO.+RD __.. _ _--.__- ____-- PAD "RAOt 5'_4 5;8.. �. e G P5 2x-+ STUGS s :4 O , Ib -5 1Q" m 5" - __ ---- -- - -- -- - - - �-lib riy-ba", 1304R7a'- 8' 9'-4 b; ----. . (I, c GNE-HOUR W."riNG PER - -- ------ ,- - ABOVE _ 4'-4" _-•✓ARIES ----* FIELD VERIF r . UP4G TABLE IPJ, ITEM 17-15 �-"' i L v �4 rzyPSUM •T.FIE ..X' • R.�'EG ( J CON.' i T IOIVSJ 2x6 STuM5 • III • ��' rayRSUi•r' 130.jRD �41; C-QED KITCHEN PLAN ENLA}�xED TOILET ROOM PLAN !_�I�AL ENL�4 D g7 ,4NCONDITIONS.; I• % , -K. GYPSUMBO�iRG 665P80m3 bf►bPSN4 , '1116' GEI"!ENT 1504RD • Ws:LL3 TO RECE'/E '-LE.) 2Z EM -�-rERN4TE NO. 1 — - � NOTE: _—_-._ SEALANT I GRID LINES AD,CKL!1 AND 3,9 �� ---- -- 1+ REFER ONLY TO AL7E�chF1TE BID 1, 2, E AND THE FUT,,�W ADDITION /�l I-• SEALANT - PAINTED E H t / L \' I1 BACKER ROD �-_ - MTL FRAME W Y Y 1 SES L ANT - COINER BEAD - r .—. —--- -_—. - ---- ---�— I r------ ti�°GYP GLASS muLAf EG -m, �4 20'-10 3/4� 11-- -b - __-_- 66-6----- SMI BLDG PAPER 6 _--_ SE 4LANT A98EMDL� Z 1-.11 114" I m 3 I/2 3 1/Z ' I OVER lZ) LAYERS m 4 m 4'-� 19'•I I/4• 4 •-C' 4-m' Ij'-S" 4'-m" 3 1/2 1'-1 3/4' PLYWC INTERIOR REL ITE JAMB 4'-m" b'-4» bZ " -- �i`- -- ---- - - ll SEALANT ---�/ 6 HEAD/SILL Sint • rrr�e ' � i I IR" I'-p" 665KQLr1i4 _. 1 3 Ix4 TRIM Cr"P ) --- -� 3 4 �46 A4 A6 ,b Ab SEAL4,NT NSA:KE2 ROD -- --- -- -- T - �►' J I 4 4 SEALANT i -- - - GSU�TED I / : Is X 0 - _ � J _ __ __�__.------ -- u�Ir�Douu DETAIL. SEALANT- - A86EMI�SLY �,,., c� A A A A (A A .. r __:_- === ---- =_= U !s . - -- - - -� I I�' ■ r-m" b�s+c.�mm� E j- SEALANT' PAINTED L" Ln Z TI G{JE°T i GUEST I GUEST WET I I MTL FRAME A A I I I I RI WOOD INT. DCOI� v ■ � � /^ -� , t�;, 6 + T- I 9 ,fir �rJ --- 0 GEMENT BOARD a> --- - --------- ___ - --- _ J (�:%CN ILD B I �B �a` B ( 1 I . TILE GOND HON r�..� t� . i - d . DEv. -I 3/4'ICE I B h d - - _.� - IN 1 ERIOR L I 1 E J • r t 8 n llrr_,�1J E/ IN C _ r12 - - 13 14 I1/2 40 -1 - --- _-._ - o d CEl HILD '`�," -- ---- !_ _ _---_- --�---- -------_— _._ � z - W PRCVfDc t 'N�3*.� L - --- - y m <NCX Sox • & -6 AF's. E DEVELOPMENT cad (J 'm e) , (� L J -- -a11�° .> -�' I 2 ? K1 C• INSTALL PER GCVE�i'NING TER M I � ? 3' �`� ow. B/ -- I�, B i'-11114' 3 -�` I r a - _ ..�. AU7HORIr• REQ MTS \ 3 - _� - -- - _- ---- -- 5 �-�- �� ;EJ - -•-,. SEALANT r I I v , _ �.. I I I i q m E I -- �:J ✓ I d �� x: '4� \'�._.. -��- SEALANT - - , I C U O O `� ( ! SEALANT -_-.._.. SEALANT rAiN' SD 1 t ,'. - ell l 1-) BJ "1,1 TYP 1x4 WD. TRIM MTL 1°IEAi-tE I - Cw1 maw -- 281 — __ - 6 \'� 11 'F\ � I GUEST A � - SEAL .iNT [� — WOOD INT. DOOR C: DOOR JAMB _.� �w r ?9) O I i —----- — VINYL COATED > •,1,t 8_-m„ 1 1 2m EXT. WD. DOOR - CEPTiON ,'8 }SALT J I I A? I �- r+ I i ,,!` - � CE G F L E Im'-812" - ----- G INTERIOR DOO JAM /H A �< DOORIAM [1?'-?' 9'-'11/?" 5' m" �l i6 G�" 4 --- <�A) ,oJ l.. i 0 I ir!" I'-m" 666KA1d19 I IR" i'-m" sb5KAm16 +�� Ivlwa - - A6 L=P TRM OVER r -- L � I I - J er A I ?l ® �� .1► 4 _`Q ABOVE a BELOW B I <,••: I / N GOMM mmmm I `� <A� I � _ l.l�l - stow -- -- --- -_ — - — .— -— _ D7�1 AREA ---- --- MECH. I �t�i` EXT 11JD- DOOR WINDOW JAMB r PADS - - - - _ __- --- - -- ----- -- EXTERIOR 1 S --- I 26 A+-. -�� i, I J DOOR RECITE Y - PLYWO SHIM w°J2 a � TRY `J E_. ...__.- •, __ -- �_.. --- _ a, 6x6 r� 25� A C1 �q� �� ^� a JIaMD - -- � _ O INSULATED CC�-._ AL T `.✓ us I B KER ROE) - - + WINDOW - -.- WCCD SILL ' u i 9 61 I V - �.�; I -` — 3 OVERHANC9 4 Q Co..CO�U 1 \ ` - ` • 1 I ALTERNATE NO, I A99EMDL` 11tlmm ALL F- d! EXP�o ED�B N bxb �.� �� "� r s �I I DOOR/REL ITE ,JAM5 12 UJINDOW JAMS z '� COLUMN A? I i I I,Z" ■ I'-m" 665KA016 1112 I -m 665P�2Z Q OPP pp, INSULATED j I GL ASS !j � I Z 3 I - ASSEMBLY �7 6 1 - - �'- I/1' 3 Ir" i INTED I/4 6'-4" -9 1/4' 4.-�N bj4 r -0' 2 I/2 m 13'-11 IR -�' IIml1 "4'-0" 4' m" 0',J Ir . / ,--- M?L FRAME w _ I " r - 4_-m b -9 3/4 W-V --_ -J�- -- ---._.. - - -- - - - - -- -- --- "-- 0EAL NT - SEALANT YN L WINDOW -I' l- r Ix4 WD. TRIMru cu I NOTE: J'. PAINTED WOOD ----- tWi� bi F''RO✓IDE SOUND INSULATION IN INTERIOR ! - - - -�� SILL TRIM W/ WALLS SURROUNDING RESTROOM 104. 128, $ J ROUNDED ENDS u 2 b MEN Iii, WCME=N 113 ' I- . —. — Al A`,� 8��L�I Lri IL RE•-RERENCE - RI 7 y 1 FLOOR PLAN RRR 1.,( JAMS UJINDOUJ HEr4D/SILL "n • -0 11 112" • I'-®• �665K.A011 13 ! 1/2 _ ,. 11 11'97-11414 11070 W Greenbur Rd. , 1of13 (3 .w,r,.p....•rw.u.,..w.rM.■r.,,r,:.....-, _►.-,....................«...,.....-++a..r+•.... ...:»..,..,rr■wM►.aww. wrr...-.:.,,.. ..«..._.:_,,...-_ -. . ,..r..:a.,... ,,,.. „•.w,iwn .. -. .,. .. _...,.,.. .. - ..-..-......w.w.v..........•ar nw,..a4.r..,rr•,.w.w.r- .. .. w IF THIS DOCUMENT IF LESS 11 Ii III III III III III I I III III III I I III III I�i Ii1 111 iIi VIII 1111 111 III III III III III I I III III III III III 1i1 lel 1 1 llf 111 111 1 1 III IIl III I I III III IIII I LEGIBLE THAN THiS NOTATION, i 1777 � IT IS DUE TO THP QUALITY OF /rU, THE ORIGINAL DOCUMENT. tlL L16 L vIS � g �iG 6 tlt LBt �T 8t t t I B�i I eT I tt I t I 8� I � I �9 I III Q I 6 tr•,n� ViII IIIIIII?11lllill!UlIIlI1i IIliillil iiUIiIiI lIIIiIIIi IIIiIiIIi IIIIIiIiI IIiIIIIU IIiIIIiII IIIIilIII IiiIUIII ilIlIllii IIIIIIIII IIIIIIIII IIIIIIIII IIII IIIIIIIII IIII IIII IIII IIII IIII UII IIII IiIIIIIII IIIc IIII IIII IIIIIuII IIII IIu uu nU Ills Illi un n l un nlllWll •rt �. _ .—_- _ ---•- ----- ------- I - «' l � / DATT 'NSUi-ATION E --- TRu55 ,r_•-.,,, _ -� T�-°!l�"a WAKE FLASHING BOTTOM Z �4 / PLYWD C.:N%-EvSA- i4 J ' GABLE END RICO - c.�ORG HE 6TIQUCTURAL GA \ L �? � L:.�'Eh25 OF �� • WOOF TRL168 TT PE f G?I✓ ISD E;+T1lUCTUIBA, � •� 4 _-___,_- .___-_---- _. �_ _ _ ,,j, ,. Y p 1Y / 2 4 I I1 1 RATED CEILING TRAN5ITION I I — \. ;' l 1 , - 1xb RIDGE OUTRIGGER r-- I3 I -� i65KalOj3 �_ �, - (BEYOND) - -- !7J Lot.-'-ERS �" TYPE "x"GYPSJrf 'h) BOARrl SECUr�D TO 13TRUCTJh2E , ./ `. 4 I I ri"M.R.GYP w i 'SER TF+E REQ REMENTS OF UBC ,N- Q) 'AE`--F C !TEM 21-II EXT.PLYWD 61IaMG �• �, + �' r•' •� ( ' \ - GONTINUOU$ 2x4 t ONE-KOUR R..aTED WALL ASSEMBLY �. I I, ;' l� , i _ -` , INSULATION NAILER .' Ix TRIM SEE WALL TYPE. '6 p _----- `N - R-2' BATT iNWLATION 4«!•I-•4i R4*'dp Ct9 ACLYM DO[JR- I ... — W?A"MW�}MG AND El-NPWIITR,E•OR AMOiwv&GOAL. — ---Z FL,GNING :s(o Efl_KG - ? GYP AD IN ACC�AI,c= ADAA?TRW. GWAVN0 A•R[Gp TO .M RATW ANET^0.I -A 444 PIbP! t PIT POO ACC a"DOR -� - R=GUIREPIL"F-LALIOMW M�N TWAA"& N•TA -ACCar POM I d ! B<: TEN ` _.\\ \\ 0Y MAV "M MAINP MQ ALAO FAC R"'�ADD�R PRO"IAT ZW C CPACI1I� CtA"TTo /. 154r TEN SOFFIT DETAIL 3 RATED CEILING DETAIL - C 665•�.;C 2xb FRA!•IING - - -�- (c65KHmG76 �' � .. ep U121. ExEIIEIOIE 51DINCY ON BUILDING PAPER ON ACCEB�a +-�,4TCN ',' �LY� �7H�ROOF TRub$E .. METAL FLASKING 6TRUCTURAL __ WOOF TRUSSES - Iv . 1'-0' 665wW0i2 SEE 6TI!uC'uRAL - g - — ,r.^--------- PAINTED EXTERIOR �{• ; CATWALK ZxIZ MRCslE I I �` I PLANK L.`ID FLAT . �, 8 END WALL RAKE DETAIL CENTER BETWEEN TRU6'.iEt3 1 SCREEN - I I Ir ' -0 665P80(D9 CATWALK - 7x12 I / TO 2x4 NAILERS EXTERIOR SIDING ON — -- - I PRAPER S PREFA®RICATEp -. "�'� Bu LI NG APER ON 12 NSULATEP SKYLIGHT PLANK 0* «xb ` I I WG 5«-4TKG TRUSS SO':'. CHORD 2x4 FLAT NwILERB I 3/4" BATTEN W1 INTERGRA� CJRB 4 I O.G. � - , 'Ri^ - - GUTTER - r::G••1-LITE Y I SKYLIG+-,T B-I' PLASTICRAFT5 . " ' I'AULKNER - MODEL MILT-4 — � 8,8 CC-uMN k3EYONG _ �' j ^_,.z„ METAL FLASHING EQUAL_ OR .1r-+PIP?y p 2x4 STUD'S FLAT SECURED TO I l ` TRUS9F..3 7 TWA�LK FE :PENDICULAR TO TRUSS CATUJA . : P�4R:4LLEL TO TRUSSE66E'`'SCr^._ • , _O 665P°SG90H GYP BG -- 665 5012 I I� I GONTIN:,10U6 1x4 ---J �--- D:4T7 lNE+uLATl01�, I INSULATION NAILER I PLT DRAFT ____� -- -- Rc.`GF TRtu" - I SECURED TO / 8EE 6TRIJCTuRAL TRU89 ' (2)L "�YDI� TYPOF 'x' GYP. IED CLG NOTE FOR I-HOUR CLO ! j GRIy SINES 4,15 AND AND 3,9 ' REFER ONILi- TO ALTERNATE DIC I, 2 • I A•v3EMDL� E "tiG T•+E FUTURE a�alTloti r 10 SK1'L IC311T M I '4' • I -0' bb5P8010 +rte • �I DRAFT STO (PARALLEL TO Tk�196) 3 4 � P Ll o j I I I 1 + ,..`..� ION INSULATION C� C. ® I --- n -- I INSULATION � Z .;4 v O [� �-—j i NAILER Oh71TT€D FOR ITY CJ 04 - --�--; Pte, .� �, _ nIb •., ..•r.sz'r+-r.- �;�+�-1. .... _ ..� .� _. ;j. ' I � ' -/f/ �� _ t � �� 0 05 • � /' . . T I S�R GTURU88 - SEE 0 ►•SAT �1 Wi FOL.DI I �• RAL c, LT PRC AQCQ /IDE GENERA!,. CUBICAL I T 4b"x3,4"xOA58" WA" � I I i THICKNESS 6063-75 ALUs-UNUM) PY Y VAN G 1 I - PRIVACY CURTAIN TRUCK ..' o 0 4 J �� EXTRUSION. PROVIDE CARRIE11 6 2 w 71 5" O.C. ALONG TRACK LENGTH I / . • ' W1 NYLON BODY, NYLON WWEELA, I ROOF TRUSS - SEE —__�( / ___. , (2) LAYrzR••S kb" TYPE 'X' CAE�Ol1 �► A3 NICKEL PLATED CHAIN 4 NICKRL ( STRUCTURAL --- -_ PLATED OR ALUMINUM HOOK.J - i GYPSUM BOARD CHIN LENGI�I�O Bg` 16" - — _-- _� %" TYPE 'X' ter' k+I BOARD I Aj WATE=R NEATffR EXNAJST FLIM i W1LT`rPE "C' • E41 A4 4 ALTERN.'.TE NO, ! _ R,A K'IlO .l ® I - I 4r_CF56 H4TCH A6 _t I ©ASSEMBLY GQ 11 t O 12 TRUgg SEARINCx +� I�AL..� aI 1e ej 0 1 -- _ J I• �7tra — - -- _ - _ -- _�- -- - -- - T I I�.. . 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VIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Iilllllll�llll IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIII�IIII IIIIIIIII IIII�IIII IIII�IIII IIUlIIII illllltll ult�llli ilu�lui icnlllli tll�uu ill�llll rll�uu uu�ml tn�uu�n�lul�n�lin unlun ulllun nn+uu t!uill • W. ATTIC 'VENT M t W, ']:�`l�f�._FL_AT-gQQE �.�,89MEBL7 `` t• PUTUAE AC-2 J BUILT-UP ROOFING PER SECTION 01$10 UNIT %" PLYWOOD 914EATHING F: I ROOF JOISTS - SEF STR1rGTUR4L � I9ATTEN ` MAWF++BR!GAT$: - 154TT INSULATION C / ROOF TRUaS J / `�� ! 2x4 CE!i_.NG JOISTS c 24" OC BEYOND `- Y, _ _ FLASHING _ -.•` _ " . �=. w IBgs WIRE SUPPORTS +� 48' U.G. ROOF VENTILATION J.>GK I 12 P GIN'TEU • �4 DOOR `1ETAL F'_x.6HING &411 PAINTED METAL SCUPPER- - r'TL FRAME SEALANT FIBER CANT PLYWC- S..•a:c; •.:. . �, SEALANT - --- I _ ! -0' \ >( b' J � CAT11lA�K �� '; 1 � �.,`. •____ ----FLASHING -� - ---- -- --� *-__ ----* -- ll - _--jr - -- -- �.- ` PLYWC SIDING II - PLYWD / S+-�EATH!NG Bl.!LT-UP ROC)F!NG .m• GNILD CHILD M i II, I " >f' DINING ALTN DEVELOPMENT DEVELOPMENT ff I A Tw MIT. t NOTE: FOR MORE INFO SEE r - GONC 5L.AB ON __ !A i � ACCESS DOOR DETAILS SC PPEI� DETAIL SCU R D "i AIL I'-0" 665 dD25 8 !',� ' • I'•m" i1i5Fo6fF3� R COMPACTED � 4 GR1+'vuL.+R F.L.. , y RlQilp INSULATiOI. CONN S�-�D CN COMPACTED - IYP�9�P1I�tlSQ_-R $�tr.Y • ASPHALT cowlPo61T!''N 3HiNGL.E9 DUILDING FELT (:j)�T�!Y BUI!DING 5ECTION 1'1EC11ANICAL WELL 81-.:LDING SECTION • Y PLYWOOD 6HEATHING 6Ehe'Rm©•: ` 4' © r bESPS©23 �i MANUFACTURED ROOF TRUb6E6 MAINTAIN 2" VENTILATION - SPACE BETWEEN �;NDERS!DE ------ n'PI�A�ELAT F ASSIMDLY OF ROOF 9HEATNINCa 4 TOP BUILT-UP ROOFING PER 611111 01510 OF INSULATION %" PL`rWOOV SHEA?NIWx / I ROOF JO16Tb - SEE STRUCTUQ _ i BATT INSULATION -ROOF VENTILI.TON JACK5 2x4 CEILiNG JOISTS 0 24" OL. / W, 1890. WIRE SUPPORTS 0 46" O.C. i --- --- ---- ----- PLYWOOD DAFPOLD }.. � + 1 ' 1 r4--34 VENTILATION 1 "OLES W/ SCREENED MESH + ON 5AC BIDE PER DLOCK ( --- - -- ----- - � --—�I�u �OUNTEF�FLA61•IINCs ■\� �j -- \ Cc7NTIN0008 GIJTTFR L. JL 1a 2x8 FASCIA .94 2x4 GLG J8T6 0 24" OG. .:�TIERNATE NO. Z ADV DE 4, - 3"t HOL.E5 li PROVIDE INTERMEDIATE -- w; INSECT SCREEN s E4CH \ I SUPPORT WIRES r 48" OC --- - LY_P�AL._E.XT.-IUt+LL- Pall.Y DL-OCK BETWEEN ROOF I I PLYWD SIDING W,' rERTiCAL ISATTEN6 TRU56E9 8"AGED 0 24" C.0 I - � 'TYP I I ; DUILDING PAPER LIVING 3 ' PLYWOOD s+-+EATHIWx /47_� I T. A .: 2x* F-221 STUDS IN•iOvUL A !ON Ab a 46 Ab ..6 VAPOR MARKIER 1 %4. GYP pp (TYPE "X" • - CGNTINUOuS RATED WALL CONDITIONS) GI.TTER � V� C3 F � I � s W Z T J ! A i BUILDING: SECTION Q I i4".P-0" bi5Pba105 J - 7- IDS. C2 - --- - - --- -- -- --- - ,- 2ry LIJ c�c �- llJ CONTINUOUS COMPOSITE SNINCsLEPa -_ - 9 ','P �i I I , GUTTER \ -- T l ---- _ — J � O \ • pLYblp ROOF SHCAT�ING A L - _ , - J � W-ad-ET FLASHING FI5ER CANT --- 00 FUTURE C + I — 2x8 FASCIA 1 + 1 I !� 1 T .�� HVAC UNIT I I I- - - - -- h— 5 SEE MECN. DUXs• 1 � T,;PERE,7 FASCIA PAINTED 2x4 4-9- I BEE ELEv. FOR FURTHER CL 4B :CE% — HWH FLUE Q + o✓'' .l .;,,�. x DE3CRIPTION A3 I METAL f ! /- DOOR I - MAINTAIN 9" MINUMUN A3 ! 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ROOF DETAIL Cls D 1, _ 0 I CONTINu CUs I;2" I'-0" b6bP6m2b 14+x" I'-0" libSPb®2't --� L - GUT?ER �pl I L _ -- -----__ _. _ rte ROOF /FNT!_ATION ��. �ACK'3 l TYP CJF' r I I I SLOPE 5-12 SLOPE 5a Y1 ! \ ON T.418 ROOF) 1 1/� \__ - PLYWD SID'VG OVER GONTINUdIJb T I L- C _ - -- GOniT'NUOUB �_._ ?1L'11it11.F1.,At-B2Qf__,�I'1@L.7 GUTTER I I - - GUTTER - a►'IPLYwoc 81HEATHINCgECT!ON 0151(D I 2�'1 BUILDINCn PAPER OVER Z' 11 3/ I (. PLYWD SWEAT4.4Cs ROOF JOLTS - SEE STRUCTURAL Z i m C- IBAT1 INSULATION REGLET FL•iSHIN5 2x4 CEILING JOISTS • 24" O.G. \ �! • ! FIBER GAN? r v W, 188e. WIRE= 6UPPORTS • 48" O.G 6 RI L - __ - - - - - >` - - - - - - �.. 2x JOIST Wi V/2"),11/2" CR05S - /Y ' J M - PRE-PAINTED I"MET4,L - - A"C ✓ENT - MINIMUM NET r- VENTILATION .'NOTCH FL"5HING LU, -IEM"IED J t '� Y r-REE AREA OF OPEN:w 1�. *- TO BE 6 OF - T1'P. OF ') I N�'E , - BUIL'-UP ROOF ASSEM15L"' EDGE �\ 2 I 3 GRID L"IEP �:,F3GIR.L! ' AND 3,9 _ FIBER CANT CRICKET ON, Y' 'C' ALTERNATE BID 1, 2, � !+b tib TI•+E Fl.'uRE aG'D!T'ON. � • 1!xb LEDGER SEC:UF'ED - !N6ULATION i TO C,ADLE END TFC60 NAILER � l C__ I • ( TRUSSES I E 6TRUCTlaR4L I5EAM - KE - ✓ 1�J/ 1 a. WIRE 9UFf2e3RTs -41 a- REFERENCE- S � NORTH Nc7R'.+ d AN ROOF SECTION ROOF ETAIL R.oOF L 11 4 u. /4" !'-E " br5F5D^4 11,2 1_m' birb}�fbd'31 HUP97-0424 F. 11070 SW Greenlurg Rd. 5 Of 13 •.�.... .... .... .. ,.r„«a.....;«.-. ....�.......•-,............rn•.u„...•aw..�YY� ,s�+R-�, bwuo... .M�R■IYY/IbiM.' +,.Iuesr.■r■ve•w H. r,e..w.. .. »..._ ... ...,....Irl.....«-•al.■.•..M+.r1f.UlMuanww•......"».-.s..ar•,... .-..a4rw.s.w.w... ... .. �•. ��%''• , NMI ... .-_....r...l......a-. o. _....-..+n.rrr••w.w.wi•w.......wM+v...-......n........a_Mllrw+...,.,...-........-,«w .»...-..«......w-.. .-...ww•rwM■Icw..+w,+ ■w++.•no.+cern w.n.. ...r.•.w..,.• frr•Y.Ma••+ '•. 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FELT N'ANUFAGTURPLYWOOE DROOFITRUSSES \ / _ 7-1 I I \ --- - --- - - -�� NT.=.IN 2" VENTILATION I\ MAI ry , -- -J-- - -- ---- - - -- -..----- -- --- - - ------,..`«- 6PAVE BETWEEN UNDERSIDF 5 - ---/ OF ROOF SHEATHING t TOP \ , �. •^ - OF INSULATION y s PLYWOOD BAFFOLD POSITION 'O MAINTAIN A STORAGE/ LIVING �, 2" r^INIMUM CLEARo-Vr_E M�G�IANIGAL ASAL C, BT ROOM ----- -_ _ . © ® 11141 fill (4)-3114, v£NTILATION '- -� \\�\ �.• . � t HOLES W/ SCREENED MESH \ \ ON BACKSIDE PER BLOCK LAP SHINGLE PER ROOFING A MANUFACTURER REQUIREMENTS / I ' Li o L.L.. Sion Z 2 SU��D INCA SECTION \\ COUNTER FLAB 11NG - i-�� ( / SLAB C..� Im COMPAC D OVER RANkiLAR FILL CONTINUOUS GUTTER 2 V \ CONGI" 0 n2x8 FASCIA ------------ '� 2 X 4 INSULATION NAILER SECURED TO T44E 61DE OF EACH TRUSS �A , 8 CONTINUOUS LINE OF SEALAh7 A BLKG I. /�-- CATWALKSEE N3 � / Tyjl EXT._UPPER L� • PLYWOOD SIDING W/ VEIkTICAL ATTENS Baa :1 : • PLYWOOD SHEATHING l -- • 2x6 STUDS • 16" O.C. • R-21 BATT INSULATION ::c:-4 :G 3 VAPOR k5ARRIER ! / � � •�+, .\ I • °>i' GYPSUM 00ARD (TYPE "X" RATED i ;,- WALL CONDITIONS) / 1 - I I / \ / �\ 1� -- -� — COORDINATE FLASHING "JJ „ -- _-- _-- - �_ TYPICAL OVERHANG: !� W/GUTTER !1LfEVE C r • �rL.AliiihNS DeTAIL r 0, ME60N -`v •i f� 1x1 CEDAR BATTENS OF \� %" PLYWD. SIDING -� � DINING AREA �) �,T�R. I,�N •� UL r6T RDOI'1 \� LAP BUILDING PAPER 1 i, Tj I 5OUNG INSULATION ----- �-- I TYR s RESTROOr� OVER 1�LASHING P°ERIr•IETER WALLS \ i _-__ __.. _. TOP OF HORIZ_TRIM - - - It ; MILLED 2x6 — �3U I �111NC-! SECTIONGFDAR TRIM , � SEALANT u © ' Tl'rtCe9lr_XY LP�R WALL AMMIll - to • HORIZONTAL. LAP SIDING •BUILDING PAPER - • L,7" PLYWOOD SHEATHING --._\ i \ • 2x6 STUDS a 16" O.G. (� All AC-3 I '� •R-21 BATT INSULATION w VAPOR BARRIER GYPSUM BOARL (TYPE X s IEATgp WALL CONDITIONS) r N « OF SLAB ---- _ -_-_ _ c _ t- `- TOP JF GRAD! j Ad i WWQMN ALL QUEST ROOM c i I I FOUNDATION DRAIN-� ro FILL GRA .I NUL AP Lai --_.--/ _ W/ DRAIN ROCK D INSULATI 'ON I_'- ?• t, T -Q a RE5TRO01`•1 n R-10 RIGID o� P Ri"IETER a +�L9 INSULATION rt,. Y Ln 1 SEE BTRUCT, �..- -------� s,� BUILDING SECTIJN 6 TYPICAL EXTERIOR WALL SECTION -c" 66BKAm@8 2� w Ii r1 9ti . �. IiUI'97•0424 0 � v� I In70 SW Grecnburg ftd ilf 13 ._ ._ - ......, _....wr. r, ,.r.,,,. , ..»♦ ,» �..., r.■,d•..w+...._.. ....._. ...... ..,. _.......w+...r ...w.+ ,.._.._ -..,,., ■.tlKrirr.rr.■n�...w., •wwn.•L■rArr■ r-■....nor ,...n. «.. ,....-.......n u�.�r■1..»_..____._.».. f .� .,. .__. .,.., .._....... ... . .M.. ..++r..,r■■■rre ,w.w.s .Mw*o ,,,,..■.r... ,�a...w.,.- - .. ........+..iw..,�iw •...wrtJ+. � -. <- ... �,...,,.,....r ww..,«..,..-... ..— -......-.+...w..,.-....,....•n.w.-r..-�.++..,ww.w«-......,. �, ........»w.�.. ......r......wnw....:•�rr�sew•,.,- ..... -.........,.• .........., WMinsrMuwM+• w�+ _ f ate.� ... ,. ....ew+.■.i. ...b � - ' �,�.Ey .r' .�u. i't "�• �,t7, ;'." ;:"< IfIIIIIIIIIIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIIIIIIIIIIIIllll1111111T1l11111 TT1111111111111111111l1I1 r IF THIS 11nr,UMFNT IS LESS LEGIBLE THAN THIS NOTATION, - -� ----- - - ___ �__`�.--I-."1_- =1 -- - -I -._v1-- I •'1 -----ol-- F Gas-r 16, IM IT I6 DUE TO THE QUALITY OF "°�e S • THE ORIGINAL DOCUMENT. E Z 8L L1Z OiZ RT BT LT T 9T 6lT E��I ZT TT l ii8 � L 11 tiI II 111 � ,ll �I ��I�� I�I��I� I��I �I�Ili�l� �I��I �I�I��III �IIIIIIII IIII Illllllllllllllllllillll IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIII I{II IIIIIIIII Illlllllllllii 1111 IIIIIIIIIII�IIII IIII�IIII 11��111� ROOM FIN15�4 SCHEDULE ROOT"I FIN16i4 6r.HEDULE LEGEND NU. NAME FLOOR k:SAbrd WALLS _ --� CEILING IREMARIC,S - NOTE. MATERIALS LISTED BELOW AM UESCRI15ED FOR COLOR 1 PATTEN DESIGN INTENT NORTH rAST- S`MTH WEST EG U 4LS WILL ALbO 09 CM61XRED PER PROJECT M ANUAL SEC-ION 01680 r^,:T - "AT WALL WALL WAIL WALL. VINYL COMPOSITION TILE CARPET T VINYL 00 ENTRY VCT • RB-I 19-I0 P-10 N/A P-13 P_le • SEE DETAIL. ?/AI FOFi TI:,E 1`04TTERN LA?'OUT ..� 101 RECEPTION VCT R6-1 P-10 10-10 N/A N/A P-1m • $EF DETAIL ?/Al FOR TI;_E PATTERN LAYOUT VCT-I ARMSTRONG IMPERIAL TEXTURE r T-I SEE SPEC.. SECTION 6V-1 AWMSTkONC* F .__---------- - -- - --- --_ --_-- .--__� ____��_ _._._..--- -----_--_ �'. •- � V . .. 102 CHILD DEVELOP. CENTER vCT - RB-I P-10 P-10 PAC P-10 P•10 - • SEE DETAIL 3/Al FOR TILE 1°ATTERN LASTANDARD ExGELON 0%&W OF PROJECT MANUAL. IPpbSIDILiTIEB T�'e'I'RYYOUT ~ 103 CHILD 4.EVELOP OFFICE CARPET RB-I to-IV 10-10 P-10 P-0 P-10 „r --- N "101 LICHEN Gt�N ARM111TRONG IMPERIAL TEXTURE TILE 6' HIGH A; Imo RESTROOM SV-I 9v-1 P-Im P-10 P-10 P-10 P-10 6TANDAND EXCELON 105 GUEST ROOM CARPET RB-I P-10 P-10 P-10 P-Im - P_112) -- -- - - --T - bIS41 BA61L GREEN T-I DALTILE DK-23 (4) PLASTIC LAMINATE - - - - � _-- - - ---�-- ARMSTRONG IMPERIAL TEXTURE T_2 DALTILE DK-440 BLUE FLI'L_1 FOWICA 123a•b8 C r 106 GUEST ROOM T -- CARPET RB-I P-Im pr-lo P-10 10.10 P-ImvCT-3 Ap_ _— -^-- _`-._ - _ __- --- - ----- --- - - -- -- - 51'314 9URCaA�IDSTANDARD GELOIV HONEY C31 T f " 10-10 P-10 P-I0 P-10 P-Im RE r£RbE EXT MATT HNI8y 101 GUEST ROOM CARPET Rs 1 s UROOM_ _ CARPET_ 1�-I P-1m PO-10 P-ID P-10 P-Im T-3 DALTILE CK MaPI.-1 FORMICA 1231-b0 106_ GEST • r' ' _ _ _ , -_-- __ _-_-- -- - ------_-__ ICT-4 AI�-iST1tONG 1I"iPERIAL TE,rrURE P10GfTIvE TEXT MATT P'NIW: ! DARK GREEN lag _ -GUEST ROOM CARPET RE-1-- P-10 P-Im P-IO P-Im---- P_110 � STANDARD EXIGELON ' _- - - -- T-4 DAL NPL•3 WIL30NART D319fO IEE DK-30 (3) : GUE6T RCC^1 IC F-10 -0 �" r ,! + RL .- rr REGAL 5LJE 1516QUE II MEN SV-I,T-1 SV-1, T-I P-10 - P-Im P-Im P-Im P vCT.B MAfvNINGTON ES$ENrIAL6-10 HPL-4 PIO'vITE AV711-6 * �r 1©© N-4 µ. 112 LINEN CARPET RB-1 a` P-10 - P-Ir6 - P-10 P-10 p_1m-- _-_.-_ ---- BASE SUEDE k 113 WOMEN - - SV-I, T-1 SV-1, T-I P-I0 P-10 P-10 � P-10 p-im --' — EXTERIOR PAINT COLOR H;'L-5 NEVAMAR ARP SIWACE R®-' JOHNEONiTE MR-3-5T TEXTIJIIW 114 HALL CARPET RB-I P-Im r'•1.'^, P-IO,Q-Il 10-10,P-12 P-IQ)---- - - P-1 PRATT t LAMpERT IQUI55ER WALL RASE 115 - GUEST WOM CARPET RS-I P-10 P-10 P-10 P-10 P-ID -- - 1284 DURA,NGO NA',/`I "'IATRIX _ UG-63 GUEST RCC"! - CARPET RB•; P-'O F'-IC P-IQ F c P- ALTERNATE SIC' • 1 P-2 PRATT 1 L*'5ERT BURNT UmMiR 1 - -- GUEST RC.^'-1 _- C.�RIMET R15-' P"'C _ 10-10 -_ F'-Ic P-'�' P-C M .LTERN,4TE e'--) • 1 230,3 OLID 81L ✓ER 4" HIGH 'M P-3 PRATT t LAI BERT 9V-I ARMSTRONCs } 116 LIVING ARE4 -- CARPET RM-1 1--10P-II PIIOF'_II P-10,P-I1 P-10_ P-10 2314 SEED PEARL PO58ip LiTIES T WESTRY Ire LAUNDRY SV-1 W-1 P-I0 P-I0 P-im P-tm P-10 INTERIOR PAINT COLOR 86101 LICHEN GWEN I - -�--' 110 STORAGE Sv-I Sv-I P-10 P-10 P-10 P-10 - 10-10 -- -- b" ----- _ . ENTR` RECEPTION / DNING AREA -- l --- ---- �- _ _- --_.--- - -- - ----- -- P-10 MILLER PAINTS TILE P4"ERN WILL ®E DESCRIISED 121 STORAGE /MECwANtCAL-6v-I $v-1 - 10-10 _ P,10 - 100-10 P-im P•10 W t9@ r� �'a 1130 ACH BASKET y r ; 122 PANTRY 5v-1 RB,1 P-10 P-10 P-10 P-16 P-I0 F-II BENJAMIN MOORE PAINTS .SRC-11TEGT IN A FUTURE --•-.- - ---- --- y ARCHITECT'S SUPPLEMENTAL --_- INSTRUCTION lASI). FOR BIDDING 113 KITCHEN 5V-I RL9-1 P-1010-10 P-10 P-Im F P-10 - 460 PURPOSES PROVIDE A 12" X 12" -12 SMAMIN MOORE PAINTS HALL CARPET R15-1 P-10 10-10 P-II N/A P-10 P p«TTERN LAYOUT COMPR IEE'> OF __�_ _ �_ 114 840 , T ROOM Sv-1 R6••1 P-10 P-10 P-10 P-10 P-I0 ' THE FOL-OWING TILES. --� --� 125 HEr1LTr» VCT b©� _ _.-- _----- P-13 MILLER PAINTS p 1C -2 - I � 126 —M—AN—A—E 'S OFFICE --- AR —ET- —b-1-- P--'1m P--10—- P-10-- P--_10_ P-1010% r - 1162M OAKSLF� LRV 62 i r 1096 — �-- —r— - 121 DINING AREA VCT RB-1 P-13 P-Im,P-11 P-13 P-13 r-10 • SEE DETAIL 2/A1 FOOP TILE PATTEN LA*'OUT y T-4 10 - - THE PATTERN Lr:•YOIiT WILL CONTAIN ND 5FECIALZE1: TILE C-TS. - -' - --+-- e t? 7. t AM _ -- I i1 � 4 1 0 u.a LLJ �--r _t_` --+-+ T -- — -- - � _ 13 0 rCILXIT C,uE T GUE T dMaIr POW DINING �4 AFLOOR TILE Fr4TTERN PLAN h65+'R�23 - CHILD DEV1 CE I_ - I - •� Ic;`� pM Id. r ;. .,. ❑ o f o DEl/ELOPMENT R rF R L i >lA : ILIFAJ L FLDOR TI _E PATTERN LEGEND I �- - _ —- T. vCT-1 r-I:R 51915 CHARCOAL o o I (� ME lf) 0 ' ' I C� l..li1.J /'" �� I jN vCT-2 GREEN 5',947 E3. 5 L GREEN _--� -- � ._. � gT - -- 1 I W - VCT-3 RED 519114 6URGAND", FTITQY um yCT CT VGT-4 YELLOW 51945 S:FFRON GOLD I `J I n - �- vcT-s BLUE Imo NA'dl 1 a RECEPTION R'8 ' �' m � . 11! ' 111YD�.lul MICE 'LrN 1 i vs'•T,tiT _ i_ � MANNINGTON ESSENTIAL vG� 14 -4- - I - - -- - -- — -- ------- -_ -- �� i i 4 - } L �-�I '�I I tK'T USE '/,T-I FOR ALL NON-LABELED GRlfi SQUARES (1141 4._}g__ 4 _. 4 _. lL 14 t vCT vGTIvvL1`I (Yf VCVCT P-II — 3 �� + 4 4jVg ' , .} 4 4 4 _ ,. ✓CT-I �T-2, '�CT.3, AND /CT.4 ARE AF!! 1g*ROTvG 1 L 1 YCT ytu TiyCfiy�. - IYGt� 1YC•T 6TANDARU EXCELON IMPERIAL TEXTURE - -- - --- A l I 3-1 i�; .. ' .-.�-.. Y yCT 4 • �-- 4 rK�.... 12" X 12" X I/8". OR APPROVED EQUAL l �► �I 3 t•_ 4 4 !S 4 _i vcT vZt� - - '_1L I _ - 1 ' vCT v T 4' I 4T 4T 4?4r�v+c v+ I r - I Q. KITCHEN COOLER STOW 4 - -4 1 4 - - I C>ININC AREA _ vCT' i I- .• -t wCT �y�. _. _ � - � - II`; � - � �. I u 3i - --_ eAN TRY Imo,,- � I � r C• TCT 1 L— _ r� ST 1 1 ( IL - 33 T 2 3 a { vtT ti. .�c, v1r I 1 P-13 v * - --- j CT TGT iC vCT < � I I � 1 _ I I i • f` I 1 3 ' C l Q� CHILD DEVEELOF'MENT FLOOR TILE PATTERN PLAN FLOOR FINISH-IES PLAN s e 3 �. a� 1'/4" • I'-®° HUP97-0424 A 11070 SW Greenburg Rd. R of 13 ,•F. - -...••-..,......��r _,+•M�•�-.••-, .w..w.+wrr......w ._,-. ..-._....«..-... .....»........---- -- ----wwr.,..r ,. ... _ .. ,. ... _ ... ,-.. .... .,.......- ...+,...rr.-... w .... ,.a: r -, w. w. .+,..rr...r. -.,..�-....,....... .-. ..... .. ...w..... ... .....-.,..-. rwn... .w....w......w..........,....r........_w..... IF THIS LESS .,•_ _ r. ...,....w....,. .....«..,,,.._..,•..w,..,.-. .•....,__- .....�..,..,-. ....._.._►....-..,....»........_..—.._-.....,. _._....-,. .. �r-W�wr-. �+.-.,rrw...,..ry� �.,r•�nw,+�rw.M�+�.....�rwr hu.w .-.».....». ... ..... .+.....ea ,.-• « �......�Yw+.»•+ ...�.e,,. ..►,wn.�w...,. LEG]SLE THANMTHISINOTATION, 1� IIII111I11��I�I�II �I1-IIIIIII�I�IIII111III111 WT-_ lb I �I1 11IT IS DUE TO THF QUALITY OF - No.�• �•=sem..;. � THE ORIGINAL DOCUMENT, �E 8L A�G L1G 8G 9Z FL S G i�G OiG 8i BI L�Z �9i 9i 6I 6i Gi EIIIIJ11 , i �8LIll 9 �L 9 �9tiS F115 IIII1IIIIIIIII IIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIII IIIIIIIII Illi 111 Iliu lIIllI lillIllIIIIIIIIIIIIII IIIIIIIII II�111111III111111111111111n1 IIII In T. DOOR SCBE: ULE -- - HAFO)W.)�RE 5(t�4EDULE y L:OOFt FRAME DETAILS REMARKS v - SET I - Q SET 1 Z _J J F 3 PR BUTTS CBI961 4 1x41'1 NRF' 63A STANLEY I'"1 PR. BUTT EET A 6 WO 4t'1x4K 662 6T•g1WlY 3 m BUTTE C51WI Sx44y 652 St (� "F - Q IEA ExIT DEVICE !92'T�.y, x 9�NL � bZi VON DUPRM IEA PIiIVACT LppG ,gi4O0 SAT 1 lEA EXIT DEVICE 1 Y Q 626 6CNLA&V 1W L F x IWL-6E-V-06 626 1 11 OUR" DOOR SIZE Tr�ICKNE59 � r- yI F`, I ` 111 . �( uI p E4 CYLINDER DE,R 22-022 626 BGHL.1CsE IEA STOP 5� i)O BLY1W Jt%R/90N 1 EA EX T DE VICE lIZIEO-F bZb VOW D4JPRi1 N Y W 1l Y I I LL w IL j A C EA EXIT DEVICE 892 DT x 990DT.-V 6:6 VGA DUPRIN 3 EA SIL 4X SERIES E,4 CLOSER I4(rl ED.:SERIES 69!! LGNENCERS 2 EA KICK PLATE 31X �I" .pW ! ®" X � _m� f'RJ Ix4 X f'.i!NT PAINT X ' PAINT PAINT 2,� ' - .• � bL JOWIfrON R 409 I.CN YNN CLOM I i - - - -- ----� -_ -_ ENTRY 9 I 2 EA KICK P,-ATE 31X Ox, LDLL 630 BUILDERS MQA88 631 BINLDHRS DHL" � Z @A Hc-o ReTIC R`1186 678 I%XSON ---- STOP FE136 624 GI.YMI JOHfd60N SET/ HC,.DER$ ` (Plii!J Fy' X PAINT PAINT x PAINT PAINT ENTRY - - 2 IEA THNt640L:7 211A MBrEb 626 PEIMKO 3 8'-p" x l'-0' Ax" X PAINT PAINT X PAINT PAINT - l--- - - 1 F'C8 AsrRAGAL 101AIGP 620 PEr'KO III PR BUTTS f PGC ASKS 6•11 8041CP 67B PR6�G ENTRY t 3 b AL'ERNVI'E BIC • 1 USE DOOR ELE v.;TION TYPE a 081900 461x4/1 bs: STANLEY IME? GASKET IvG 7 PGB. DOOR TIN0iftE6660 6E 6.0 PErKD 6660 SERl60 HkAU r dN'!!!E PIMNCp _ - - ------- -- IEA LOCK ALS3Pp SA1 626 6GHLAGE �'�®" x 1'-m" 13q" X PAINT PAINT X PAINT PAINT ENTRY „ 3 - 6Eer G4pKETMG SDOD SERIES - MEAD 4 JAME16 1'E►KD EA G4.06ER {461 FjaA SERIES 619 LGN MET 6 3'-m° x 1'-0" hi4" X PAINT PoiINT X PAINT PAINT - ENTRY ,- ; 4 -- - EA B7Op 501L 630 CIL Fm JOHNSON 16 SET 7 I SET GA6KETING BRAD SERIES - HCAD 1 JAI`-E16 PEMKO 11"1 P1! BUTTS 11"41"1x44 652 STAt4JY x 1'-0"' - 13d" X_ PA;N_T_ PAINT X PAINT P,aINT V ENTRY ____ --__ 9 _.. - _- - IEA LOCK ,��p SAT 1144, -_. - 3 PR I!IUTT9 C5I961 4'1x41" IEA CLOSER X FAINT PAINT X PAINT PAINT ENTRY_ I I- EA Lotx D�mPG RHo' ,� 8C►+1 ACsE SET 0 Bbl SERIES tAg Lpn I EA KICK PLATE 51X 10x2"LOW b3® 4UILDERG 01!,480 x 1 -0"- NS" X A FI X 15,f PA613AGE 3 _ ` _ __----- _ - - - --- -- - 1 EA GCORDINATOR Cc-'R x 5X1/BX2 SERIES 602 GLYN+: JOHN6GN IEA STOP bad 1AN _ �j�� 626 GLYNN JOHNSON 11'1 MR 15UT70 x •�,-®" hi" N ' Y � -- -_ -`- �_ --__._�-- �- _ -�_ I SET .1uT01'IATiG PD-8 IEA BATCH 16E? GASKETIrl6 -- ' AL._FIN IN X N SH _ FIN 8H 1/ PA66AGE 3 T FLUSH BOLTS CISM"4ty,t4'h 652 STANIXY bow 4 -44-i�,N I , - - - -i _ LE R I LEAK F 'TOR F^ TOR - ---- ._----- -- _._.__,_,._ ____-- - --- - I eA DUST FOR BTR OP-1 ALIft SAT 626 SCHLAGE 6040 SERIES - 4#Ap 1 JAMDe }�P•Kp EA x 'I'_®" Icy X Iy�} C FIN X F LLLLLLi ?0 MIN. PASSAGE 3 8 2 EA CLOSER 1461 EDA BERIEB 6A! CN JOHNSON I EA K CK PCLOGERATE ��I EDA 104" Du 8 6" LON 630 BUILDERS B1ZA88 MET 11 11 3 -0" x 1'-0" Ni4" X FIN, FI X INISH I 20 MIN. PASSAGE 3 8 - - - - - 7 EA KICK PLATE 31X 10x2" LDW 630 B14ILDERS DRASS •`,z�, I Ea STOP NrAJ 630 GL Y1," JOHNSON 1'` j.E :+L 2 EA STOP H536 626 GLYTN J0446ON BET GA6KET 11"1 PR &J-6 12 3'-0" X 1'—®° �' X L IN X _ IN 5H FfNISa 20 MIN PA_68AGE_ 3 8 EA 'MRESHC L) 2"IA MaXE6 621 ftr'KO S"o BERiE6 • HEAD 1 JA S, PEMKD mm 4V:x41y d5's RTA-4469Y - -------- -- -- -_ - -- - 36166 I EA L TrH 13 3'-m' x1 .�, 13 L L-EAi� t=Jl(� �CGfr --- - - __ -_ IpA06AGE - - -3- 8 - PGS ::6�R.iiALr IEA gT -1�1086AT 6160 09MD b?b SC:W_CIaE 4" X FIIy� FIP� X (NISH _ I I 20 MIN. 61A �Er'1C0 50W 630 GLYNN JOHNSON 2 PG6 G.�X�8WE•P IIm61GP MT � 3 E4 B�Li:NCERB 65 14 9'-0' x �'-0' N,4,. X FI_ .. IN x DRY F.A 20 MIN PAt36AGE 3 B -- I SET GA6KETING Ml6D SERIES - HEAD 4 JAI`V6 *EMKO CNILTNIN JOHNSON Y b 3 -0 x 1-0� 1V4, X L�dR GL s:l� � ,:.�fi2JAlt.. �___-_ __-_--- --.� - _.-____.__.------- ---------._..- .�_--- -_ GD1I11C 4111 I EA LATCH d - F._ y X ! r© MIN. PASSAGE 3 8 Ity FMt BUTTS x4'11 652 STANLEY L R LE�.R �Y ..r - - - ----- --- -- - GET! A1-116 8-7 _ N'� _ _ - a EA CL':SER 1441 CUSH SERIES 60"1 LON I EA 6L!DE 1 626 SCHLAGE ; A Ili 3'-m" x 1'-0° - 134" T X FI al X INN t r ?® MIN pA86AGE 3 SCUT 63i� •" 62E CM IAN JOHNSON x 1'-p" V 114" X R r ACT IN - --- --- I'y PR BUTTS CI91960 411x4'11 NRP 63iL STAPL E' SET 6ANCE7Rdrs 5000 M:RtEb HEAD 1 JAt'1!S PIlr'IKO lALANGE OF •+ARD1uARE BY DOM MsJiLFACTURISR FI IN X I I FII 8N_ '- P.aB$AGE 3 (m _ EA ExIT DEVICE p9NL x 990NL R b1b VON DUPRIN t 0 3'-0" x l'-m■ 1341,V X L � �Y - - -._ --- I Ea GY_INDER 71a-@J2 b1b 6KNLAf■E s, 4�� ^7 �, -- -- --- - i ,dl� �� X I IN16H IoA86AGE 3 9 ___________ EA KICKER 1461 EDA' LDW 638 LGN SET 11 R� �` 626 B�LALIE b IS 3'-©' x l'-Ip IEA KICK PLA1E 31r. Ipx2" IOW 630 ENJILDER9 BRASS 7 Ems• CtL'NDER � _ ._._ _ �" X _ - FI FIN X IN FIN��1-i I HOUR PASSAGE 3 II - -20 3'-0" x l'-®' !x X 630 GLYTN JOHN60N CBh1D 4 �x4'v1 657 STMILE7 j 3 ,� +- _ � - ORY �3� - ---- � -- - ---� -�- - _- IEA STOIC S®W 1�1 P�'L BUTTS I,, - - A FINN FI X I INISI-1 20_ MIN. PA86AGE _ 3 I? EA THRESHOLD 211A MSxEB 620 �Mcp I EA LATC44 A-06 SAT 626 6CNLAGE W/000"MPG, I PCG DOOR SLEEP ISOb2GP 626 Pl r•KD I EA LoLOSER 1461 6ERIE6 6115 LGN 04-ANCE OF•4ARDWaJ�E BY POLDING DOOR'"IANIFACTURER 21 3'-0" x 1'-0" Py" '- X L •3F !+L FIN X I� I.�GTr3f�Y -- - I HOUR PASSAGE -3 13 ------- -- - I Ea Klp(PLATE 31X IOxi"LDW 630 BUILDE1f8 DRi+65 I SFT GA6KLTING 6860 bERIEB - HE JD 1 JAMBE eEMI(p SET 70 5 I E STOP 6mw 630 GLYNN JON I&;IN ?? 3'-D' x 1'-0 _ Nx4" X C A)Q �(,TOiQ — '— -- - - - - _ Al. FI .:1 IN X IN181-I N _ I HOUR 1°A68AGtE 3 I4 I SET GAGKJETNr� S00p bER'ES MEAD r JAFIM PEfeCp _ _ I�1 F'I! m,-S 081800 441x4•. I+ 65'4 GTANLEY 23 4'-6-" X 1'-0" (PR) I�u X A_�FAIN -q�FIN X NI�N FI �Sbe4 __ Jm ?,"IN. PASSAGE -- -� 8 Ib -_------- - -._._ _.-�__ �T 4 1 EA C.�' -- m.-- - 1 L .K AL1mPp SAT i7i BCN1�4E f�° �r 24 9'-0'' x 1'-0" Is,* X LA-AR L AR TiC'.701a� QRY ---- -` - - I EA CLOSER AL 1 EDA 6ER,r8 026 LCN -- Flylf 2 MIN. PASSAGE 3 I6 I41 PR BUTTS CBI1"A�x41.1 NMI 630 eTANLEY MET I? .,1 X4 GEAR AC OIC`' 25 3'-m" x 1'-�° 13S'' X FIND . FI X �_�.w.-. -_-- ---- - I EA LOCK DOOM RHC1 621 6CNLAGE I EEA KICK PLATE 31X IDx2" LDW 630 OWLDEIffi BIkA68 - 652 > a s _ _____.-- -__. --- I1"EP,� BUTTS, 71p- Z 26 9'-fa" x 1'-0" ACID ACT �. ---'-- IEA T4HREd40LD ]005A8 MBxEB 620 PEMKIo�� _ G01lOt 4hx4'11 67AN1-E'+ IEA STOP 61W ii`� 631 d'1•T1W Jo1I�6Q,1 n - - - _ 4 16 ELIA60N DOUBLE ACTING DOOR EA CxrT GE "L-F x A14L-R-IDX 626 VON CAA RIN I SET GAWT&46 SMD SERIES • HEAD 4 JA%V* F'El1CIo 'F' I yIKE 21 I T GA9KETMG 6"D SERIES - HEAD 1 JAMBS PE"K.r+ lag 616 6CLAGE r EA CLOSER 401 WA SERIES 61)1 LGN 8''8„ x S'''� AGT TORI' WA NIA FOLDING Im 19 FIELD VERIFY ROUGH OPENING, FOLDING DOOR UT 21 L F A- - _- - -- I EA KICK PLATE 31X 16x2"LDW 630 NUILDERB BRASS 20 3'-0" x 1'-m" I1p" X FI .a FIN X I I FI I 20 MIN. PASSAGE 5 20 SIT S. IEA STOP 221 3'-0" x 1'-0" " X ' I -AIR ' r -- --- --- -- -— _...- - ------ -- --- -- --__ 1 SET GAdKETING W11N.) 6t WF5 • HEAP 1 JAMW 6� FtMKO� S� I41 PR DUTTS C 51we 44)x4411 657 STANLEY FIN I X IN SH FIN 9H PA66.4G_E 3 b _ 30 3'-m" X 1'-m° 134" X �� X QRY NT ►�__ - - :m MIN f�AS6ACsE 3 ?I -- �_ I''1 PR BUTTS 091961 4411x41; NRP 630 STANLEY '1 IEA LOGIC AL63PD 4.T 626 SC.r14AQIE _ IEA LOX p1®/D RHO IEA CLOSER 1461 SERIES 60'6 LCN 676 6C;N xE 6E7 I EA KICK PLATE 31x 10x2° LDW BI NO' USED �'_ ---- .-_ _... _.. ---- GiUSER GUSH SERIES bSt! CCN 431 BVILD£IR[7 BRAS - IEA 14bk1 - _ I EA AR"fOR 31T 34x2"LDW d30 BUILDER$15RA66 11"1 _-_-_ _.__-- EA 0� I MET GABKETING SHOD !!SKIES - HEAD 1 JAMBC r _ -__-_' - -_- - -- T 1 NA Top 630 64YMI JONibOh1 3: N^.' U9E"J KICK PLAT': BUTTS C8Fl1!D•11"1+i4 r 65'1 DTANLEY - -' LOCK AL D Bar 616 6CMLAriE 33 NO' JSED ~--' - -----__ I EA HRE6MOLD 211A MbxEb 626 REMKD I LA CLOSER 1461 G10H 6111MR6 609 LCN t I PCS. DOOR 61LESP 1006X6 625 PEIKO I SET 6A6KZTiWa 6000 6ERIEiS HEAV 4 JAMBS h?P1KO UT 4 -_ ---_ -_ -- - - ---- --.-.-.-- - _-_ -__ ____.-._ _____ _ _____..- I SET GA6KET'NG SSAD SERIES - HEAD 1 JAMBS r'Er'KO �+ 40' MSEC - -- ------ �_�__..___ _ 1�1 P1! BUTTS3E, NC- w6EC, GB190D 411x441 657 STANLEY 3 SET 14 1 EA PRIvACY LOCK A4406 SAT 626 6CHLAGE 1, ' . ` ate` �a` c` --- -- -- -_ SET 6 1 EA KICK PLATE 31x 110x2"LDw _ v 5 1 .0 .�55.1GE S .:._TERNA'E BID 1 - -` CBMW 411yx4h 66Z STANLEY F'ti / :1 F , r. r o Nth PR BUTTS IEA GLO6lR 1461-DA SERIES 609 LCN 630 BUILDERS BRASS CRS _._ -- - ---, ---- _----. -_----- 1"1 S ItOC 44.1 x4'•1 462 6TANLEEY EA LOOK ALOOPD SAT i� GLYMi.+OMIN60N 3' 3 -L"' , ' -E` - G_E., G_ :.fc I PR BUTT INA STOP 3 EA 61:ENGER6 66 Jp11116pN ,R LEt. GKc�. CR? - -_- :'C ^tln .3S.:GE E a_ ERNAT •IIEA LOCK 626 6C44LAGE 3E 3 -C � C" ''• J `` p. !c EIIrJ __-____-- .__,_._� IEA SCOP SG5w3PD SAT IEA CLO16ER :I SERIES bh �� IEA STOP b3e 630 GLYNN JOINBON 630 Q1LYM1 JONV��N 1 GET GA6KETING SMD SERIES - HEAD 1 JAMBS 1 v%o -• *PAGE 3 8 ••.LTERNs1T'E }S,D 0 1 3 EA S-OF, F?RS bB I SET GA&KSTOP INK 6000 6dRIE8 HEAD !JMei *LYNN GL 1'IrV JOHNSON. DOOR ELEVATIONS 1/2 31.0.1 IL 'k- *--- _. L WC / = SYMBOL UNIVERSAPAINTED I 2" I ` - HIGHWAY WHITE t j (TWO COA1S) -- TEMP. - / I GLASS / 0 I / I / 9 I - TEMP. ----- -- p ( BACKGROUND I J PAINTED BLUE, wj EQUAL TO COLOR a •15Pr90 IN FEC. \ r r I_ K i- r' --------- TEMP. / I STD. 595A �- I \' \ \ I �• GLASS I % Y _ + _ _I - I DETECTABLE WARNING SURFACE 1 r 3" X 3" GRIDLAJ �J -- SHOWN FOR REFERENCE L, Al E.J. II VANPOOL ONLY TYPE I - TYPE 2 T`''E ' TYPE 4 TYPE 3 TYPE E, - --- 1 i • HANDICAP SIGNS �,•.`` 1 � � �w� C)_t.�.v:AR<1N13 SYMBO- RAMPS WITI-1 - ' r-!0'-6 " VANPOOL < -- - / DETEGTAeLE SIM. WARNING 415SW020 -- FIELfa VERIFY ,IY PAVEMENT �i �, SURFACE I �� 3 -0' b'-0" 9'-8 1r1" I SYMBOL AI 1 __- i•.' t -- _. . EJ b b.. 3'-0 L 3'-0 2` 1/ 2" -- -- - -- -- -- ` ' 2 2 y I, [L NANDIGAP 5IGN51 TErme. \ J T p W OPEN ! -0 G&_4' I I Ei"IPERED >0 BEYOND CIL ASS 'o �Si1 1L II HANDICAP ---_ Z .m" - GAP END ( � u PAVEMENT a 1 0 r r- r SYMBOL I O m , .,, , .., •I WHITE 'LETTERS • � ;� \ / 1,- -- l_ x m ' _ ON BLUE ORfGQN.�•.�r► Stn ti• — BACKGROUNN S TO READ E`?VED !t - 1 FCR PERSONS WITH r ---` ' T PE 1 TYPE 8 TYPE 9 _YPE 10 �: I I ---- ---- DISABLED PERSON t I O PARKING PERMITS" � I I �^, III I _- ._.... WINDOW ELEVATION �� _ )1- 1 I ,! - -ADDITIONAL IBL �. 1" I 1 ', �I` _ - - - "VAN ACCESSIBLE" Il 1 AT LEFT SIDE OF 3'_ta" 1 ,I 1 C- - - - S' WIDE ACCESS AISLE 3/16"X2"x3" GALV. 6%, TUBE EMBED IN 0 42 CONCRETE FOOTINGI�•" r � a r'aiI�Y1,} ILI, HANDICAP RX-IF SIGNAGE PLAN _ N.C. FAFKING SIGN ®„ CD E> r- J �. Z RELiTE ELE '�ATIONS „I b -WIRE TEIMP'ERED GLASS Cg�AGO I CD �. o"1 r d W I h r H � t S � 44 W / O 3 `• Ly �. 2 I ' . } Q' HUN97-0424 , 11070 SW Greenburg Rd. ' 'I of 13 f T t -..rr•+iau.,wrc .nnworeMr,-awx•apwda nwnn.^.�MD�:+!!IML�1111►�'.. ..._ ..___._. •,--.. __, --_ ,_. ......w,_. ....•.■....+w,.•.rwr,w.+,r.++•..+•.....nr..,. ..«,.,-. .,_..... .•.. .... 1 .k �' w' ta " IF THIS DOCUMENT J° LESS IIf fll III Ill !II III illL(I11111111111 f II! IIIIIT(ICT ili'Ill 111 I I III III ill III III III III I I III III III IIIf fij i i t tJTititt1tT1T III IIIIIIIIII IllIIIIll'I ILEGIBLE THAN THIS NOTATION, IIII I 14 I f I I I I I I I I I Q I �}3 I i 1 I I ��, r IT JE DUE TO THE QUALITY Of THE ORIGINAL DOCUMENT, �IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII IIIIIIII IIIIII1 IIIIIIIII Illllllii Illlllll1 rIIIIlllll IIIII III IIIIIIIII IIIIIIIII IIIIIIIII illlllly IIIIIII111,1111111161 IIIIIIII 11111111 IIIIIIIII IIIIIIIII illlllllllllll�llll lelll�llll IEIII�IIII IIIIIIIII IIIIIIIII lallllllll IIII YII i- AT TIG 4GGE53 4 _ --- ATTIC AC-Ebb 4 LADDER ---- 4, ,. -- 1/!$, i + v — - v 32 2 BIM. r 2 I I I y /' No - A\ gam) ` r.. 61 � IJ u k b � Iul I I ,�a�a JrS A bi. _mCOORDINATE" 2' m" t' bL�1NATE Z'-m * •m" COORDINATE I "4 ECL EQ — r"rAY- --- ---. ... - -- - - -- DRYER DRYER STR00 ' NDRY LAUNDRY y � ��Fr001''i •� 2 RE 3 RESTROQI'1 4 CHILD DEVELOPMENT CENTER 6 LAUNDRi' 8 LAUNC�RY � LAU 8 -p 1 4" -m'' r. I d I'-m' li4' 1'-m' I/4 I' m I,4° I'•'L" I/4" . I'-m" WW P111WE3d M LAMNATE LE FINN! DESCR'TION LOCATION OUTLET _ COOIRG_ HPL-1 FOR ICA .1236-58 CHILD DE ELOPMENT CEN'f!lw - ELEC. PANELS LIGHT -- U/ ELFCTRICAL, REVERSE TENT MATT FINISH COUNTERTOPS 4 LPL PARTI"--)N SEE ELEC. DWGB - — -- * NPL-1 FORMICA 1231-55 CHILL DEVELOPMENT CENTER - " U \ - POSITIVE TffXT MATT FINI&4 CABINET FACER f Nr1_-3 L-WINATE SPLASH TO UNDERS CE WIRE -- I in HPL-3 WIL50NART DMJ-60 GUE-5- ROOMSKITCHEN/LAtNDRY- , l�' 2 OF MOP RACK \ CONCRETE --- - ` 64ELvING � I<?" � B15G]UE CABINET FACED a9 �� HOUSEKEEPING 4 CLOTHES CONC PAD ROD N.LC. r NPL-4 PIONITE AVIII-6 UEST RIDOi+fb- •w' t' HOUSEKEEP NG I / - - - SUEDE G•OUNTERTOP6 x".. '�I FAD �• / - � I- _ _ ,n HPL-5 NE✓AMAR ARP bURFACE KITC,+EN/5ATWOtOOMS/LAUNDRY' ROCM M11R-3-5T TEXTURE COUN'ERT0PS/rO1LET PARTITIONS NA✓Y MATRIX �e �c© I w/ELECTRICAL "FIEJURI✓ER 2 � } EQ. EQ - LEGM - MARC DMAPTION ilF� - .r I MIN"DOBRICK IB-145 24j6 OR APPRC)v£G EQUAL HEALTH RO01"1 STOR./MECH.-NOi�T�-� STOR.IMECN.- 171EST ST��IMECN. SOUTH STOR./1'1EGI-i.-EAST TYPICAL C UEST ROOM CLOI$ET5 O 12 13 14 9 I/4" I'-0" (ROC•MS Im6,ImR,11O.115111 OPPO61TIv Q SOAP DI6P9V6ER (RECESSED), SOSMCK:3-4063 OR APPROVED EQUAL - SK`L IG►rT .:BO rE O 704EL DIEPENGER (5uWACE MOUNTED),BOBRIOC 6.4162 OR APi•"III EQUAL y�f PAPER TOWEL DIbPENSER 4 U)ASTE RECEPTAC-E (REMNW)WORICK 8-43944 OP AP*ilIIIII EQUAL -r-- - r-- ---T—f—-T— -----T' ---T-- J TOILET TI61I 016PENBER(RECE66ED/e MALE MOUNTED) AODRICK 5-4388/3-200 OR NOPIlIll EQUAL FOR TILE - --- -- </b SANITAR"' NAPKIN D18POSAL (REED' CE66PARTITION MOINITED).500111115-43133/5-4354 C^. 4A°ROVED EQUAL --- / PATTERN SEE _.. 0 l ET PARTITIGNS NPL 5 . T I - __ =�` t i U O SWXER PARTITION - M + SEE PROJECT ANIUAL 4 3 Opti _� t` $ t J GRAB SARI! • BOBRIOC Na 5507 x 36/42 - *ATIN FINlbti -COORD.LOCATION IW SMC 4 FITTINGS 9 AS BEYOND 5 0 5 6 5 b I J_ :U.s i t. ti r GRAB BARS - (TUB)BOBRICK B•6806X 36;(1)14 - SATIN RNISI4 • r - - bp ii th.i �r _r- A i - • - Y ,q � NY �--- u •! u � `` � 4 '! �I� GRAB BARS (r�.+'OIU:4)�51DE9 RATIN FINIr)H F � �/ .� I in '�1 i I `�� v z 15 �� I ,_u. ; 11 MIRROR,505RICK 5-145 1824 OR APPRIOVE.D EQUAL Nk --' _ --- 13 MOF'RACK - SOBRICK No.5.223 x 24 OR APPROVED EQ iAL TUB F,:;;. Z'-m" _11 3/4" i' J 1/w" 3'-m" W MAX. -bn I I EQ, F,:;;. {� 1'-bl%" - HF'L SUPPORT —* --.- -- —-- 14 FOLDING SHOUER SEAT - ErOBRICK D-5IBI OR LPPRf:VfD EQUAL w 3 =8' - 3_3__* ._3-'r, g„ G BATH TUB SEAT WOI I EN M N WOMEN Ib/ FIRE EXTINW15WER 4 CABINET Q10" �6 7 1,4„ SHW-R CLATAIN TRACKS - TILE PA"TF WN WILL BE DFSGRIBEC — ►.i. --T —T — I °.�C'�'Ga~' .;FSC JE r ---- _ ._—.__.- ---r--� -r-- BY ARCHITECT IN A FUTURE � d,. ARCHITECT'S SUPPLEMENTAL 1 �� NSTRUCTION (A91) FOR BIDDING U3 -- J PUFt�OSES, PROVIDE A 2"x2" \ / PATTERN LAYOU. C;CmPRIE,EJ OF THE FOLLOWING TILES. (TYP O'' wOM1=N'S) — '� T-1 10% �_ OPEN I 1 W BEYCvr,) \ T-2 103. t t iJ 1 ,j h1. \ THE PATTERN LAY OUT U'.i- CONTAIN t t �'J I swam l ° n $ NO SPECIALIZED TIDE _.TS. i• JL_ 3 SIM Lo..] -- I� unrRlR 7ri / i u u EQ. Ed — I ]LI• A��w1Vl^1J /� j,_91/4n 3'_®n yJ:_mr -8'/� 3'-m' *2 0"�, _f' ,. I 5 -® i'2" 3'•I I/1" 2 -m" l Y. rAM r� 1"1EN 1`1EN i'1EN i1 :N 19 I/4" . 0„ 20 t,•4' . 1'-E' 2i 1;4" . I -0 li4" ■ I'-L9 I/4' ■ I'_m" �L,' F I SOUTH EAST NORTI 4 WEST 00*EN CUII "IN \ I \ ELEVATION ELEvATICm ELEVATION ELEVATION r BEY OND , \ /nHNTQ` IK I I FREEZLRc GOOL6;R OOR(I COOLER r - 4 4 \ L \ Of N MF':nar -- U.G.'FRIDGE 14"x6" OPENING 14"xb" OPEN ING '" FOR FLOOR 51W- FOR FLOOR SINK wwr d KITCHEN K.ITG4'-IEN _ (201 <TCHEN &2 ! ITC NDN f�Q KITCHEN ISLAND �`y�"�� JR. G�l 26 „ I;d" ■ 1'- i4, ■ I m iV 1/4" P-m" SEALANT-- - - u . ~U , m __ Z Fr WP,.. COUNTER - � I:"'l. COUNTER - - - HPL COUNTERTOP W/ WALL SPLASH, SCRIBE '�--- _ AND CUT TC wo4TCH W'^.'-L i CONDITIONS APPLY `� `r - - Ji -- , fAl/ V 5E,4LANT • W/ -L JOIN'. w I -- -- - L 1/2„x11,2 x3/16„ WELDED Ire -- - ° - - K TO lj? 3"xl'-y"x3/16" • EACH I 8' {� �� END, SECURED TO HPL — I =AM,,IrION9 I Itj I t �� Q� CONT. BLK'G IN - - d I 9 I r W WALLS AI.L AROUND I g 5 r 9 m - / ° v ' PL AM ON 3/4" W t O __.y •' o, O L1 �_ r. n INSULATE DRAIN----- iv I PLYUIOOD- Q ON 364” PLY'UJD C PIPE t NOT I I :cow. BLK'G- UJr4TER SUPPLY �� WALLS •, a t, b • 0 r� q PARTITION �I �\ ALL AROUND e�1 � I I �- t>_I 1 ry -- -- -"k 2"x2" T.9 BRACKET - I i�+ 1'•® _ 11 `" b' Iry (3)5/0's M6 TPROUGi4 PBL LI ;0 - 2x Pt_T STUDS - SEE FLOOR PLAN �; �•'. , r tJ. Q- IMAX. r RESTROOM i ESTRoor1 i�ESTROCi'r1 COUNTER !�T001'1 vANITI' GAL�IN T -41 OT28 --- 30 31 I• _ i -O) 6C� 1 • 1h65F^8033 I" ■ I'-0" 66 P m3 } +l. HLiP97-0424 r 1 1070 SW Oreenburg Rd. r 11 id 13 .. �, ,�w■na.+.._... ...�—. _--.,+...•.•I'rw ...—.... .. _......... ....... _.__n ..... I w I' rr .,o. -•..,w-- _•.w.,- k �^ r r Y� IF THIS DOCUMENT IS LEES '- IjTj1jIjljI II_I _I_II_I_I_'_Il_li_ 1111111 1, _1111_111 _IJi�l4li IIIIIIr�111__)))_1 li_j_llIt_j__l_I-1j�11111 IIIIIII II_jll_l I Il_ll_ljl I LEGIBLE THAN THIS NOTATION, IIIIII�I IIII1�1 111I1• rr � riI I t #AGUST , 16, f m IT IS DUE TO THE QUALITY OF �•� t'cz.:. THE ORIGINAL DOCUMFNT, 11 IIII IIIIL t IIIII IS1IIII IIII IIII T11911 li,111,ill, 1I � IIIIIIl6III111IIIIIVIIIII�IIII IIAILII1IIIIIIIt t • rt i 'y -r*„--a+-rrp'�:w=�-' r�;:�IIR>,� �,. ...rr --�r- •� � �: ar. �, _ ,. ,. _ _ , D Ab a TH16 Lo"TJON UNDER AI.TEANATE DID ' I ,e�4J+,•' ° y PROVIDE (4) - 3"♦ WOLEb Y V V W' INSECT SCREEN • E.'.CN� ®LCGK BETWEEN ROOF f TRUSSES SPACED '1 24" OC �TYP/ � � 1� \ L r„t Tit www 9 3 4 Alm I � CONT I NUOu a'.? B -- -- � � , � . ( I GjTTER Y- o �-.GAL T.1_LROOF ASPHALT CC41POSITION 5HINGLES CLUE T �� • BUIL01145 FELT , ROM ® + yM" PLYWOOD 6HEATNII-43 \ r _I i _ P•tANIFACTURED ROOF TI®J9SE6 _ •,;� � - ,., IN �" VENTILATION CONTNUOS 3PAIN/� 7WEEN • UNDEiQSIDEell I� I GUTTER OF ROOF SNE•ATNINrx t TOP a- wBULATION $ un - 3 I 1 _4 N .:TTIG ✓ 115-6ENT w, G SCREEN U („ 4 - 4 I 4 6l o 3 .4 . '.0 �.. - I ' - - __.._I 5 36x36 1-144. RATED - 1 li I ACCE85 DOOR 8T WEBT LA-Al Im'-8If2,r (L 3"NIGID INSULATION -- A (:. ,J — .._ _. .r. _. .--� . \�/ I - T/O 5L AB 0'-W_ \-- pS - - CONTINL'aU9 GUTTER I „ (D_!4 LTERNATE NO. 1 FLOOR >>L�N _ ALTERNATE NO.' I CEILING PLAN ,4LTERN�4TE NO. 1 8001= PL�i�I EAST ENTRY SECTIOi_T 110. 1) 1 • I;<" I -m" 665PbOZl �,� � Il,�u '.r 1 � 4 1. 1 im II Alm Alm QI` 1 2 G �� ;,r • A ��, I 5 `}, - -- - 2x8 FASCIA , Db. _ P-3 (T`rFD) n X12 FLH _ I _ - 21t-2 1/1 Im' Z I/1 I ( � ,_ � `1 FLA9:4ING (TYP. a 140RIZ,�. • //L^�` ALJ ` �� I PLYUJU S,G tiG JOINTS) ---- I - CHILD P9. 1� ---- GNILD �, a , VERTICAL BIAAT ENS ©EVELoENr - GUTTER- - I a Z aw �y I� I c+� 1 R ICE �-- �.. � A3 ® % n - 2xf CEDAR TRIM ' W �� z: _/ DOWN SPOUT ! Q. P-3 (TYP.) r - C �- __ _Ell T'O SLAB 0'-©' _._ - - HORIZONTAL LAP' �- --- Q L1_ - - El r T/O &_AD 0��,r Q 91Di�Ks -- - - 0 �/ LAJ �1 . � ��Tl-�� EL�EVo��TION C,4LT NO. I) A T -L ER ATE NO. I FLOORPLAN ,4LTERNATE NO. 2 CEILING PLAN WEST ELEVATION (ALT. NO. 2) EAST ELEVATION (ALT. NO. 1)7 � y 2 1 I IS1\5 12 'OF i' j CHILD DEVELOF"ENT BITER - '* ul 1� BUILD INC SECTION (�4LT. 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IITzi, I [ I ,t I tTt� I 16,,-, I I �IIII Illllilll Ilillllllllll!11) IIIIIIIII ill! 1 I!Ir 1111I IIII�IIII ull IIII II!I !IIII1111IIIII IIIIlrllll IIII !III IIII IIII IIII 1111 1111 1111 1111 1111 111111111 1111 u11 11111fJ11 44 - - ROOF 5HEATHING rr ( E ) RDOF T (7"5u55E5 (T5 THAT 15 CONNECTED - �- - GsIRDER TRu89 DESIGNED \\ TO SHEAR NkLL MUST BE GAF'ABLE OF ^�. / 151 TRUSS I'IFGTRAN5FERRINS 50000 OF AXIAL LOAD ;=RC)M / \ TRU55 TOP '-HORD TO niW55 BOTTOM -,HORD) ti'Fa vQ _x_e `s 6d WAILS r 6" O.0 ALONG TRU55 PLEEA r _ 2 x 8 LEDGER WITH 4/ lbp l ---1----_- __-. __ - __-- _-- �- --- NAILS TO TRUSS u!AGONAL �/ TOP C1�JRD j 8 X 12 02 BEAM TYP OR : x 4 !NFILL. VERT5 _-1-- GC. MAX ----- -- � - -- ---_-y_- - _ - - ._ aT1PbOh EPC" P09' MAX x 2" NOTC«4 AT END ._.Apa'IF.AT EN06 CR OF J016T FOR ✓ENTILATION"OW BEAMS i,Ne - X FLOOR JOIST6 HA IN /! I �TL�II1/ZTli' .�Z1IZZl.��Zi �y 51MPSON Jpl.14 t HANGERS � -- BEAR TRV55Eg Z" MIN. ON STUD PLYWOOD DRAFT VOP ,WHERE OCCURS EXTERIOR EIEARINb ^,44_ PER ARC"ITECTJRAL DRAW-465' N�ALL EACH 510E OF PLYWOOD I - _ -� � � t • L - -- - AT A_TERNA-rE No 2 - _ ' -_ HAN.S TRUSSES OFF OF BEAM (HAN6ER5 l) NATGHEL' � � Cy � _ _-- -- TO EE DETERMINEI' BY TRUS5 MFG) C !l l 7, A35 FRAI` iNG CL IP3 - t EXTERIOR r, l I:C�UAL_7 9PAGEG ALONG SWEAR `. � -�-- ? it 6 STUD t3EARING WALL � • ?4" 0.� ) �_ ALL WALL LEND N IF TOP PLATE IS �• ` AT' LOCA T STUD5 WtTWIN 3" OF TRUSS LOCATION6 iL T3 @ASE PIAN GCNTINUUU9 BEYOND SHEAR WALL - -- BEAM PER 4.033E FRAP�IN6 PLAN LFWjTH, CLIPS MAY BE INSTALLED IN THIS AREA A6 WELL) NC:TE 5HAPE AND EXTENT OF ROOF DOES NOT CH-%Ii3F `- i X STUD �HE,AR WN.L 'HIS ALTER1,IATE RELATIVE TO BASE PLAN NOTE. TRU65 LAYOUT 5NOUN 15 FOR ILLU5TRAT1`/E PUR.POgE5 ONLY. FINAL , LAYOUT OF TRUSSES TO BE DETERMINED E5-T TRU:)5 5UPPLIER/DE6IGNER NOTE. TFi:UgS LAT OUT SfaOWN 15 FOR ILLUSTRATIVE pl.1RP05E6 GINI Y FINAL � d OU LA'i T OF TRUSSES TC BE DETERIMiNED BY 'RUSS 5UPFLIER/DE91GNEW, ALT. NO. 2 ROOD PLAN 2�C JOIST TO TRUSS DETAIL " ` TRUB�/bHKAIQ WALL DETAIL MUM TO RO01� BEAM DETAIL "�� TRUg6 t0 ARI WA Y o S ' 4 _ r 2 L IgE IVB LL DETAIL. ` S2 ASL _ -<� $ SCALE - I O .S2 SCALE 5.4„ 1'-C" Sg 5c;ALE: 5/4" 1'-0" t 1 OE ( 1 \. �G I ♦t AT WALLS NOTED A9 "BEARING" USE _ THE FOLLOWING HEADERS: 4 9 an�fyea rFcra Pcs* 4' 9PAN9 AND LE55 4 x 8 r P T r CAFe TTP A'EN06 C'r � U O 6' SPANS: 4 X la •,,', I I � F+Crdw BEA7'"6 JND j A ALL OTHER HFAGERS T7 BE :' : x 6 �Y 3 ! 02, UND. a.^�rAela. rcae PCyr coPb jy '+7 � TI P.AT NTAMCOLE OF I Pocw ee.w6 aNZ Lam. 1=-3I-98 -� 1 b x�2 rl BEAM' . . \y, BEA"^ mak' 1/71Zf77L�IZL Tlll1=17-�/ T�L�G7n17Z711Tl1rllL/TIJ1 1ZZl - EXTERIOR BEARINCs !� I�r O l tLAL_ OUTLINE OF EXTERIOR BFARIN& WALL I! II I I ( � '■'� ALTERNATE No. : N I (6EE DETAIL 5/92 - - -�_ (3HONN HATCHED) ------ - ---- --- -------� WAA�L (5ANN HATCHED) EXTRIOR BEARING I V ! TVP„ /„ I , ..�• . I I I I I I I C1L' _� JN.O IILJ016Y6 - 5 To G CO SER TO � 3NEAR �}��//�j�-�� ^ l I( ,,��yy�� a BELOW! l� ��✓�/f.LL/`.L.L./G.LL./ ._ ♦ Tftj66 TO 1 _.. f ■� I II "AR r WALL I Ij I I j BEARING POINT FOR � �w\�+�✓ II BELOW � RT95 - 1 riG RL a X 12 1flh. U x 14 PL ORM wigTS Q ,Z '-" BEARING POINT FOR _4 RIDGE I AT 24"10 C. Q GIm-=ER TRU59 ( I OETEND O�15L.4M01Ax6 ( � ( O 1 _ - I I I 000eT6 w(Tw EPc Poor CAPF _ ALIGN ROOF TRU85 LUI rH 6NEAR I-- ---- -, � WALL BELOW, SEE FOUNDATION I� / ( •; W, �j I PLAIl FOR SWEAR WALL d? I Q J I LOCATIONS, TYP AT DETAIL 3,52 a INTERIOR BEARING WAL_ ; 5 x 14V2' LVL Terga To in 11 3 w I ANC or "IS.�+ ----- lzil L ._ (FLUSH BOTTOM OF I TIZ/lZZZ!/L1 '- I I BEAM KITH CEwAL I L 8 x 12 BEAM (CONTINUE -- --.- ---- -- RIDGE ILING)I - --- - 512" ,X TIi• LVL Jj I I �eTQM TO BACK. ONLY TO INSIDE (FLUSH BOTTOM OF SHEAR ROOF OUTLINE OF ALTERNATE ! FACE OF GABLE ENDI I \ f - SEAM KITH CEILING) e�ALL I I No. I )SEE DETAIL 6 THIS SWEET TRUSS, CONNECT ENRAD TO •. . '12lL:UZ/Z!T �1T1 T1TLZr -. J'1 . �I I I TRUSS WITH (2) 61MPSON 1 ri \ N25 STP TIES) Ely" X 'Iy;' LVL( MUSH BOTTOM OF 1 I NAM KITH CEILING) -- I AT INTERIOR I EXTERIOR BEARING NAL I I �- ROOF OUTLINE OF I BEARING 1"IALL \ 9111. AT f I I I L II I INTERIOR ( (SHOWN HATCHED) - -- FUTUREADDITION (HA'G iED� I ElEARING BEAM j `-- a +Peer; pe r�+ci est SIM. I 1 W-15T GAP[ t1p A' _. EN06 Cw INTERIOR 1'- ,- J�`_-- ---- �G/ lZZ1l!?lL '1 �LlaZ/TllltlZl,=V42d I (�/IZ�l�TIl�1ZT1/ZL!i TO;R 6"To E ou f-I SLOPE 1/4:12 ( AC-3 I ( (WT 9150)_ NOTE UNLESS NOTED OTHERWISE, EN'IR'E ROOF (OF BASE at I - - - -- PLAN AND BOtN ALTERNAfE9) 18 TO BE FRAMED WITH ry ' in! INSTALL 2 r 4 0 24" 0C STUD 4 MANUFACTURED ROOF TRUSSES SPACED AT 24" O.C. r c 2 X 14 1DL.ATFORM _015T5 ROOF TRUSS CONNECTIONS TO BEAR NG WALLS OR I WALL OR SABLE IvD ROOF TRUES I r ABOVE c ATTACH PLATFORM TO I AT :241' G c I _ _ BEAMS AND OTHER CONNEG'O" NECE85ART FOR THE JOISTS TC GABLE PER DETAIL 4/82 I -------- TRUS9E5 TO TRANSFER DESIGN LOADS ARE TO BE � �.I :�z .•2z/� ---- I- -- _,_._.-�� Q ys AC-4 C�E9IC,NEG AND PROVIDED EsY TRu99 SUPPLIER (WT. .-91501 OD ' ;�1 ` I - DOUBLE UP JOISTS AT SIDES OF II I II UNITS AG-3 4 AG-4 (6EE MECW, EXTERIOR BEARING KALI. _-__-- 011!336.FOR UNIT LOCATIONS)- a' - J 1 I - ----- -( EXTERIOR BEARING(SF+OYVN HATCHED) -- I ��\-\ / WALL (SNOUN,NA'CHED) I 1�u Zcm m ( I I BEL ARCN'L. DRAWING8co FOR OVERHANG DETA,L ' � THIS WALL II I ----��\ 0arzrr� AI I n - SLOE'S 5 li SLC=E 5 -- -- -- - ----- RIDGE w L - ) ----} I ----- Q I v 331 ( I J. II ALTERNATE NO.1 ' INSTALL "EADER5 OF MECNANI;AL DUG-T �' OUTLINE OF EXTERIII � � I F•ENETRATIONP. ''v OUT5IDORE WALLS I___ ooe ACCORDING TC HEADER NOTE ABO',/E -� WALL OF BASE PLAN, Oj R I SEE PLAN I TN15 SNEFT- II � it L) BABE PLAN RCOF OUTLINE (I a' I�4722/J==/ a/A C�z A=/22zi ZZS//.2= TSZ/i� ) S ROOF FRAMING PLAN Q 1 ALT, No. 1 ROCS RL.AtJ C w = � Z - r 3 SCALE: 1/8" t I'-O" 111!1'97-0424 1;070 tiµ'i lre I1hurg Rd. 12 of Ii 1 • IF THIS DOCUMENT IS LESS Trf�II1IIIlII'I IIIIIIIIIIIIIjI I�IIIIIIIIIll3�ll!III 111IfA III I I lllll� Illllll{IIIII61IIIIIIIIIIIIj IIIIIIIIIIIQ lllll�l�111111 11 �l�ll I I IIIIII�lIlfII111I111�I - ~� ,~ 1 M LEGIBLE. THAN TUIS NOTATION, _1 __I 1 if}e Aj r�j l IT IS DUE TO TIIF QUALITY OF -_ — 1 /''lam THF. ORIGINAL DOCUMENT, - - IIIII IIIIIIIII IIII�IIII IIII�IIII Illl�lllllllfl�lill IIII�IIU IIII�II I IIII�IIII`11111111211111111 '1111011IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illl�llg 111116 Illllll I)11!11!!IIII�IIII IIII�IIII I�IIIIIIIIIllllll 91111111'lllltllllli IIIIIIIsIllltll cllll111 III�WiI I 2 X 6 STUDS • Ib" O.G., TYP. U.N.O. P.T. SILL PLATE WITH WO ANCHOR SOLT5 • 48" OC . U.N.O- (4" MIN, EMBEDMENT) � 04 GONTINUOIF� AT BOTTOM OF FTG, (WITH 24" MIN. LAPS • SPLICES) a #4 CONT, AT 6xb A1.4xAl-4 WELDED wlR;r I DETAILlA/ ,`i—\ MESH ••- LAP SPLICES 6" MIN. (OR 04 BAR5 • 18" O.G. EACH NiAY WITH 24" LAPS) &RADE / C.ONGRETE SLAB A. GENERAL F. CONCRETE G. ROUGH CA RPENTRY VARIES_ '� 7 4" - ---- I AI_L WORK SHALL COMPLY WITH AGI CODES AND STANDARDS. I LUMBER 5PEGIE5 AND &RADE5 SHALL BE AS FOLLOA5, UNLE55 C)THERWISE CGDE RE(,lUIREMENTS DESIGN CONFORMS TO THE UNIFORM BUILDING CODE WORK ON PLANS (NI OR AGUB 5TD NO. 16). —_I + I- •9e� UNDI5TUR3ED Igg4 EDITION A5 AMENDED BY THE 5TA7E OF OREGON A F�RMWORiI� I��, ORIN¢ NATIVE o JOISTS, BEAMS, STRINtSERS, t COLUMNS - DOUGLAS FIR-LARCH �2, U N.O. �r I �'-1 SdIL 2 CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS 4 DI14EN!:-,IONS 5HO^N ON CONTRACTOR SHALL BE SOLELY RES"ONSIBLE FOR PROVIDING THE NECESSARY b, BUCKS, BLOCKIN6, BGING, C RID4 M15C - rOU6LAS FIR-LARCH MB OR BETTER V V DRAWIN65 ANY DE/IATION5 5HALL BE IMMEDIATELY REPORTED TO THE OWNER FORMVWORK AND 5HORIN6 E,UITAELE FOR THE -;ONDITIONS INVOLVED AND GOMPATIELE • 3. _IONTRAC-OR SHALL BE 5r>LELY RESP ON5IBLE FOR GORRPGT'IN6 ANY SITE MATH THE FINISHED APPEARANCES. c. 2X STUDS - DOUGLAS FIR-LARCH "S'I OR "STANDARD" __ GOINDITIONC CAUSED B�' THE CONSTRUCTION ACTIVITIES. f DEFLECTION OF FORMS AND FORMYIDRK SHALL NOT EXCEED L,'560 UNDER FULL LOAD. 12 NS? a. SILLS, LEDGERS PLATES ETC IN CONTAGI WITH CONCRETE: PRE:55URE a TREATED DOUGLAS FIR-LARGN M2 OR BE TTER. THICKEN CONCRETE A5 REQUIRED TO G i 4 CONTRACTOR SHALL PROTECT ALL. EXISTING t NEW UTILITIES �TRtUGTURFS, AND B RRR INFQ[��►�c� PROVIDE 3" MIN. OF CONCRETE COVER r EQUIPMENT FROM DAMA6,E ON ALL ANCHOR BOLTS AND REINFORGINb I. ALL PRIMARY REINFORCING SHALL BE DEFORMED BAR, ASTM A615, GRADE 60. e PLYWOOD - APA RATED 5TRUGT II, G-D GRADE WITH EXTERIOR 67LUE Q 5. THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUC•T'JRE AND ARE NOT AT SURFACES POURED AGAINST SOIL (2" MlN. � INTENDED TO INDICATE THE MCAN5 4 N•IETHOD OF CONSTRUCTION Tl-4E CONTRACTOR ^ 5TiRRUP5 AND TIES ASTM A615 6RADE 40. f WOOD STRUCTURAL PANELS (SHEAR PANELS WALL t FLOOR SHEATHING) -- AT SURFACES IN CONTACT WITH SOIL) (jl ' -. 5HA_L PROV!JE AND BE R-5PON51BLE FOR ALL SHORING BRAC.IN6 SGAFFOLDIN3 PANELS SHALL BE M,4NUFAGTURED USING EXTERIOR (SLUE SHEAR PANELS LLI a FORMW(+RK, 6UY5, R 66146, AND OTHER `EMPORAR?Y SUPPORTS A5 N=ED TOCONFORM SAFELY RESIST ALL LOADING IMPOSED UPON THE STRUCTURE DURING ERECTION t 3. WELDED AIFt[ FABRIC SHALL GON ORM TO ASTM AIRS. AND ROOF AND FLOOR DIFEET +6M5 SHALL BE PT AT BGTED WITH INDIVIDUAL �lA &M OF SLAB PETAI L SHEETS NOT LESS THAN 4 FEET BY a FEET, EXCEPT AT BOUNDARIES AND I GONSTRU"T ON. 4 PROVIDE= 2'-0' .x 2'-0" CORNER BARS TO MATGI•! HORIZONTAL REINFORCING (OR � I• CHANGES IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 24 INCHES CONTINUE AROUND CORNERS AND LAP 24" MIN.) Al ALL CORNERS AVD INTERSECTIONS. UNLESS ALL ED6[S OF THE UNDERSIZED SHEETS ARE 5OPPORTED BY FRAMING $ s 5GALE: 5/4" = !'-O" Ib 6 DF-516N VRAWIN65, SHOP DRAWIN65, AND GALGULATION5 FOR 1I.1E DE51C-•N AND MEMBERS OR BLOCKING FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED d FABRICATION OF ITEMS DESI6NED BY OTHERS, SUCH AS 5 JNLE55 OTHERWISE NOTED, ALL HOOKS SHALL E;L= AG; _•TANDARD. AT THE EDGES OF ALL SHEETS IN SHEAR WALLS I1 ^000 ROOF TRUSSES- ) 6LA55 STOREFRONT, E MINIMUM BAR LAPS AT SPLICES SHALL BE 40 BAR DIAMETER5 OR 24", ^H!GHE:VER ",HALL BEAR THE SEAL AND 51GNATURE OF A REG 5TERED PROFE=51ONAL 15 GREATER. U NO 9 'LVL' - TH15 INDICATES LAMINATED VENEER LUMBER OR PARALLEL STRAND 2 X 6 571,05 • Ib" O.G., TYP. U N.O r� CN�INI:ER RE615TERED IN THE STATE OF ORE(5,ON, AND SHALL BE SUBMITTEDLUMBER MEMBER HAVING THE FOLLOWING MINIMUM PROPERTIE5 !LVF = 1.0): �5 TO "HE JEC PROT EE'_ N,SINR PRIOR TO FABRIGATICN FOR REVIEW. -7 UNLESS OTHERA15E NOTED, MINIMUM COVER FOR REINFORGIN6 SHALL BE 3" WHERE CONCRETE MODULUS OF ELASTICITY: 2000000 pel P.T. SILL PLATE WITH BOLTS • 48' O.G., U.N.0. ANCHOR 15 POURED AGAINST EARTH, 2" WHERE: CONCRETE: 15 EXPOSED TO EARTH, ANL' Fb: 2640 psl O (4" MIN. EMBEDMENT) ( • 1 1,;:' ELSEWHERE F�: 260 pt, i' I 1!1 TO TI IE AGI C'ETAILIN6 PC parallel: 3000 psi (2) M4 ITH 2 " MI AT BOTTOM 0 5P OF r g. F_5I,7N CRITERIA d. FABRICATE- AVD INSTALL 54E NFORGIN6 STEE- ACCORD111167 / FTG. (WITH 24" MIN. LAPS • SPLICES) — MANUAL - I4166 (Ec-66). Fc P01-0 : 4100 psi / I WIND - 80 MPH WIND, EXPOSURE "B" / al REINFORCED STEEL SHALL BE 5ECURELY TIED IN PLACE WITH 0I6 DOUBLE ALL 'LVL' MEMBERS SHALL BE PROTECTED FROM WEATHER, k [IN I —� / GIN 2. SEISMIC: ANNEALED IRON ^IRE. EARTHOL'AKE DESIGN IS BASED ON THE FOLLOAIN& PARAMETERS: Z ■ .? (ZONE 3) I t.0 G !,.�QN!�� 1�'�X 2 PROVIDE FIRE BLOCKING WGRADE HERE REQUIRED BY CODE. / �--- CONCRETE SLAB (PEER DETAIL 1159) p10ypp G L 2.15 3 GONNEGTOR5 % �I• 41' RA = 8 (BOTF- DIRECTIONS) I USE TYPE IA IA GEMENT, PER A5TM 6150 UNLESS OTHERAISE APPROVED. j 3 a, TIE 5TRAP5, FRAMING ANCHORS, HANGERS, '3TIRFI COLUMN GAPS, COLUMN 1- - - --- -- 5 DEAD LOADS: ACTUAL 5TRUCTURAa_ WE16HT M. ^ MINIMUM MIX REQUIREMENTS: BASES, ETC. SHALL BE 51MPSON" BRAID, OR A5 t�ETAILED. PRIME GOAT � VARIES �' � `}" a, SLUMP 2 TO 4 INCHES M15:,ELLANEOUS STEEL. FILL ALL HOLE_'+ IN HANGERS WITH LAR&E5T NAIL OR MP. 12-•21•-9a 4 LIVE LG�.DS: ROOF - 25 P5F (SNOW' MIN PLUS DR!F FINE- b. AIR ENTRAINMENT: 4 -0 b`A BOLT SPECIFIED BY MANUFACTURER ALL 3EAM5 AND JOISTS NOT BEARING �^e � ' ! c. WATER'GESHAD. CONNECT RATIO: 0.4•� MAXIMUM ON OTHER MEMBERS SHACONNECT AITH ICBG APPROVED "U" TYPE HANGER, W —III �-- UNDISTURBED 5 5011 BEARi*16 "APACI-Y - 15C'O li USED IN DE516N ACCORDING d, STRUCTURAL CONCRETE 2b-DAY 5TRENGTH: 2500 PSI, U.N.O. _1 n j 1— NATIVE UNLESS OTHERWISE NOTED, ! I— TO SOILS RPEPORT BY CARLSON TE5T'N6. INC. DATED 6/3,"1 (HIGHER 5TREN6TH5 MAY LJE REQUIRED FOR ARCHITECTURAL --- ----- SOIL � ] PURPOSES, SEE ARCH7rICTURAL DRA^ING5) b. NAILING - ALL NAILS SPECIFIED IN THE OLAN5 SHALL BE COMMON NAILS UNLESS X11/ C. �F'EGIAL iNS�'EGTiON� OTHERW15E NOTED ALL KAILIN6 SHALL COMPLY WITH U.B.G. TABLE 23-1-0, V 3. ANY CG'NCRETE 71:7TIN6 SHALL BE IN ACCOR VANCE WITH A'l 310. NAILING SCHEDULE (SEE BELOW). • I, NO SPECIAL INSPECTIONS IN AGC04ZDANCE AITH UD.C. SECTION 1101 ARE 4 r�ELIVERY AND 5TOQASE: ALL LUMBER AND PLYWOOD DELIVERED TO THE SITE REQUIRED ON THIS JOB 4 MAXIMUM AGGREGATE 51iG 9HAL� BE 3/4" UNLESS OTHERAISE NOTED. SHALL BE PILED OFF OF THE &ROUND AND PROPERLY PROTECTED AGAINST THICKEN CONCRETE AS REQUIRED TO 5. CONCRETE MIX DESIGNS AND PRZV10U5 7-E5T REPORTS SHALL BE SUBMITTED TO WEATHER. PROVIDE N MIN. OF TS AN CONCRETE COVER PROJECT ENGINEER FOR REVIEW 14 DAY5 PRIOR TO PLACEMENT OF CONCRETE. ON ALL ANGHGR BOLTS AND 5T 501 (2" D• SOI L AT SURFACES POURED AGAINST SOIL (2" MIN. AT SURFACES IN CONTACT AITH 501 .) D. INSTA,-i.ATIOty SOIL BEARIN6 VALUES ASSUMED TO BE CLASSIFICATION TYPE a ACCORDING I. !N COOPERATION MATH ALL TRADES AND OTHER CONTRACTORS, AL.L IN5i=RT5 AND TO TABLE la-I-.�, 14a-> U.B.G E1�C�E OF SL A5 PETA I L EMBEDDED ITEMS SHALL BE PROPERLY LOCATED AND 5EC-URED IN POSITION BEFORE 2. ALL OVER-EXCAVATION SHALL BE BACKFILLED AND COMPACTED vvrH STRUCTURAL FILL GCNCRE''E 15 PLACED OR WITH CONCRETE TO GAME SPECIFICATIONS AS FOOTING Ft� GGNGTE. CLEAN $ Ib ALL 'DOTING EXCAVATIONS OF LOOSE MATERIAL BY HAND. 2 ONCE CONCRETING 15 STARTED IT SHALL BE CARRIED OUT A5 A CONTINUOUS 5GALE: 3/4" = I'-O" OPERATION UNTIL THE PLAGIN6 OF THE SECTION 15 COMPLETE. CONCRETE SHALL BE O 3. ALL FOOTiNG5 SHALL BEAR ON NATIVE, UNDISTURBED SOIL PLACED IN GENERALLY HORIZONTAL LAYERS NOT MORE THAN 12 INCHES THICK AND V GCMPACTED U51NG IMMERSION TYPE VIBRATORS, WITH A MAXIMUM 1006 RPM 1^IHEN 2 X b STUDS • Ib" O.G., TYP. U.N.O. W IMMERSED, NSERTED VERTICALLY AT 18 INCH SPACING PERIOD OF VIBRATION AT EACH /— E FILL NTA?ERIALS POINT SHALL BE NO LESS THAN 5 SECONDS NOR MORE THAN IB SECONDS, / P.T. SILL PLATE WITH 1j"0 ANCHOR 0 - — 3 PL AGE CONTROL JOINTS OR GONSTR�GTION .,DINTS IN CONCRETE ON GRADE AS SHOWN - -�l BOLTS ® 48" O.G„ U.N.O. (4" MIN. EMBEDMENT) I GOi�1MON FILL: SELECT FXGA`/ATED SITE MATERIAL.' OR IMPr'iTEri MATERIAL ON FDN PLAN. CONTROL J0INT5 SHALL BE EITHER 1/4" DEEP S.AACUT OR PREFORMED 5U65'rANTIA.LLY FRF-E OF TOP501L AND ORGANIC`:,. ALL MATERIAL USED SHALL BE STRIP APPRBVM BY ENCvINEER GON5TRUCTION JOINT5 SHALL BE EITHER A I" FTG.AIDE 7. CONTINUOUS(ATH 24" MIN.. LAPS • SPLICES) • CAPABLE OF BEING ADECUAT'ELY TO FCOMPACTED FOR SPECIFIC USE OF AREA LBOTTOM ` BE FILLED. BY I I/2" DEEP KED OR 12" LONG DOWELS WITH ONE END GREASED AND 3F'AGING TO MATCH SLAB REIN ORGING. (SEE FOUNDATION PLAN FOR LOCATIONS) AW 2 STRLCTURAL FILL TO BF DESIGNED AND STAMPED BY A PROFESSIONAL EN61NEER OR 6EOL0G 5T, LICENSED BY THE STATE OF CRE60N. GONc;RETE SLAB (PER DETAIL 1/53) �'•'� IN is x a " 12" UNDISTURBED NATIVE SOIL NQTE; THICKEN GCNGRETE AS FZOUIRED TO OF J,,,j - /� }� Ij''' I 1 &-4EAR p.�N�L HC>LI�OW1� INFO . u �AE)LE �' � — I �� ON ALL 3"•-10 . WLT5 AND REI COVER I I I� I`�L.L INFO . _ ON ALL ANGMOR BOLTS AND RtLsINFORGING CONNECTION NAILN&' AT SURFACES POURED AGAINST SOIL (2" MIN. _= AT SURFACES IN CONTACT WITH SOIL.) -- — `r� SILL BOLT SPECIAL - — BRAND AND MODEL Jo 5T TO SILL ORfSIRDER, TOENAIL 'J-� NFE S"EAT"'NG NAILING Y�-PE INSTALL ,4,TION INFORMATION 2 BRi761N6 TO JOI_ CENAI- EACH END 2-ed SPA,:ING 'b I- — 3 I" x b" SJBFLOOR OR LE55 TO EACH JOIST,rA.,E NAIL 2-8d THIGK':E55 ANE_ EDGE-,' REGtUIRCMCN' 51MPSON SILVER CMp�[DN�[ryT; 4 WIDER THAN ' X6 SUBrLOOR TO EACH JOTS'',FAGS NAIL 3-8d STRAP .S GAS- INTO TOP ErJ7fst pF GONGRETt AND SENT UP TO NAIL 5 2" 5U8rLOOR TO JOTS' OR SIRDER,BLIND AN"; rAGE- NAIL 1-16d TH I CKENEfl SLAB VETA I L III HAILS 48 �J 'PAHD42' � �AHD42 TO r-4r Er-EFIOR SIDE OF A MIN Bit n DE FACE x 5TUD(2x 5rUD bo SOLE PLATE TO JO S' 0R 5t c;c:ii TYPICA. rAGE NAIL Ihd O P" O.G = `1 - _ 'URN_D 5fDEAAY5 OR THr NARROvN AGE Or 4X STUD) bt 5CLE PLATE 'O .+015' OR BLCL;K:IN&, AT BRACED HALL PANELS 9-Iba •r Ib" (4 6' U.G 1, TOP PLATE TO STUD.END NAIL 6 STRAP 15 COAST INTO TOP EV4i OP GONGRETC AND BENT UP TO NAIL 2-Iba SCALE: 314 I -O - - -- _ -�~-- --��-- MPail rn AHD' K5^"PAHD To THE Ex'ER-OR SIDE CF A MIN.'J!y' mDE "AGE or STUD (2x STUD b STUD TO 30Lc- PLATE 4-Bd. CoOr+a'I a 2-Ibd. and r, c. � q. DOLI3LC 5TLD5 rAGE- NAL Iba• 24" O G ✓a NAIL- 36 '%RNED `,i"JEWAY5 OR THE NARROrr"AGE O¢ 4k uT1JD) _ I Oa DOIJ6LEC T PLATES,TYPIGA_ rrLC NAIL bd O Ib' . G 4 ' O G. - -- - _-GTRAP IS CAST INTO TOP EDGE Or CONCRETE AND BENT JP TO NAI- 4 loo DOUBLED TOP PLATES LAP SPLICE a. 1150 Q - -`- -" —- -- �� 'HPAHD22' KSr+pA!021 10 T-'E EXTERIOR 510E Cr A MIN 3'y" ^DE rAGE Or 5TuD (2X STUD II B�OGRIN6 E r-vNE-N JO15T5 OR RA!TE•75 TO TCF' ELATE TOENAIL 9 0d ,n /� 3; Ea NA!L5 ,�4 T1)RNED SIDEAAYS OR THE NARRCry rAGE OF-4x STUD) 12 RIE" ,OIST TO TOF PLATE TOENAIL bd O Ib OG -� ( (�J��J) 3" G G — -- ___ — TOP PLATE.. LAPS AND INTERSEGTICNS rAi C NAIL 2_16d _J _ _ _ NSTALL (2)-% IV B A-'S:, INTO STUD (MIN. 3" E30LT r-NiSTH IN 5-UD - 14 CONTINUOUS HEADER, -AC PIECES 6a O Ib' cc a',orq each Od e 2 X 6 STUDS • I6" O G., TYF'. U.N.O. —,_. -- - 'HD2A' c5HD2A ADD STUDS AS IIII IF BOLT HEAD ,S COUNTERSUNI--) INs rALL !'!- IS CEILING JOISTS TO PLA L TOCNAIL 3-�a I �.4}} m 5TD J-DOLT EMBED.-X-C' ' INTO CONGRFTE rrl>O,146 IE CONTINUOUS HEADER To 51.0, TOENAIL 4-80 / P.T. SILL PLATE WITH !�"m ANCHOR p 8a NA 15 J ti v / IrJi,:2' 3Fj - - — ly GCILTNb JOISTS, -APS OVER PARTITIONS. rAGE NAIL 3-I6d BO_r5 TNTC STOP 'MIN. 9' BOLT L_NGTH IN STUD -- - . G ---- - �� 'HDSA' KS,+D°!4 ADD STUG5 A_A 4EOD. Ir BOLT'HEAV 15 GOUNTCRSUNIU. INSTALL ll)- 18 GCILINb JOISTS 'O PARALLEL. RAFTERS, rAGE NAIL SS-16d BOLTS ® 48" O.G„ U.NA. (4" MIN. EMBEDMENT y (3d NAILS ,� %,,o STD j-BOLT EM0CDDEC Q" INTO GONC.RETr"FOOTINO Q RAFTERS TO PLATE,TCCNAL 3-8d OUS AT lil F _ __ 20 EIRAGE TO EACH '3TvD AND PLATL,PAGE NAIL = Ed FT6. ONI HT24"M N. LAPS 0 SPLICES) W 3` 4" O.G. `� I - - INSTALL (9)-1s"m BOLTS INTO STUD !MIN 9' BOLT LCN6TII 'N STUD - 2' x ITU" 5HEATHIN6 OR ',_E5a TO EACH BEARING.FACE NAIL 2-©d • / + - -- 6� HDBA' -- ADD 5TUD5 A5 REOV. IF BOLT HEAD 15 COUNTERSUNK) INSTALL(V- 32. WIDER THAN 1' x 0" SHEAT�TNb TO[AG!i 13EARIN6, FACE NAIL 3-0d O � 50 N41L5 1D'm 5''D. J-ESGLT CM9EDDED 12' INTO GONGR;rTE rOOTINIS _ 24 BUILT-UP CORNER STUDS Iba• 24" CC 7 r6i -- INSTALL (4)-IS m 130-'S INTO STUD(MIN 5" BOLT Lrr46T-T IN STUD -- 2 BUILT-UP 61RpER AND BCAFFg 20d• 92" O.G at top and , Tr O :Tv ✓ 0.,.. 7• __ ,�—.-._�_ --� ( '7 1 -- ALD 571)05 AS REOD 16• BOLT HEAD 13 GOLTTBR..iMIU. INS-AI-L (I I- vottom and stocjtjOrod 2-20d Gd HAILS RAMINo a ADJOIN NG PANEL ED6C� �� I 'HDIOA' at ends and at vOl selling J r ty"m STD r[3CLT EMBEDDED 14' 'NTD CONCRETE FOOTING•+ 2`r 2 P6AN/5 2-Ibd at each b•aring � I 151 3L' MUST Be 3 NOM CR W DER AND -- —" E INSTALL STRAP ACROSS FLOOR LING M le WITH OF d NAILS INDIGAED' � /�' CONCRETE SLAB (PER DETAIL 1!59) IV NAILING u;�,T EIC -TAG6ERED �•;_ M5TA36' K5M5-,Ii IN PARENT••,ILSES AT EAGr END of STRAP INTO rAGE car 2x STUD 2b. 1^1000 3TRUGTURAL PANEL3. / ;� F«. f - FRAMING R ADJOININ47 PANEL EDthrI5 J NSIAL' EGUAL LENeFT14s Or STRAP ABOVE AND BELOVI rLOOR ._1015'' toBrl-OOR,ROOF AND WALL 5.4CATHINb (TO rRAM!N6! bd� U i , i i5,32'1 Od h AILaJ �' M�jT BE 3" NOM. OR W'DEp AND - -� -- -� iY-TALL STRAP AGR.O55 rLOOR L NE WITH 0 Or Ibd NAILS NDi(.ATCD t5• AND LE , bd4 or bd' / --� LI L-- r\ IT I` NAILlN6 MUr-'r BE STA6vERCD a 92" _O 9,4 V� \✓ - -_ __- - 'M�j'1'?"1' KLM5T9�' IN PARENT$SiES AT CAGr END OF STRAP INTO FAGS Or DBL. 2x STUD � INSTALL EQUAL LENE'4 OF STRAP ABOVE AND BELOW FLOOR J4)15T e" TO 1 ad I 11 16, I Od' Or ad° ^ - _ II a IM �. � 4., `O��✓( I O GOMBINATiO LESS USILOOK-UNDEQLAYMIENT(TO FRAMTNcS) ��; ' • e I• 'MST46' %C_M514e SEE(-o')Ano m.. I ! SHEAT- NG 5"A�L BE P�leiNo�D OR OR.CNIE� 5TRAN BOAR; ;0,5.8.1 OF GRADE C,-V, G-G STR'GTURAL I' 1;8" TO I'. -- - - - - --------- - - - Ilb TO !I4" Od' or, ads E-7 OR BETTER AND GO`,rCRM TO Ii 6.G STANDARD 25-a. NA!LIN6 A-, UN5PEGIFIED.•,OCAT ONS -'O BE ba NAILS --- - - L- - - - - a G' O: AT PANEL EDGE3 SSE COMMON NAILS, UNLESS SPEGIr CD CTHERWISE (T7 2) ALL E06C- TO ETC BACKED WITH 2" NOMINAL OP WIIJER rRArI;Nb. SPACE NAIL''_'.av 12"OC ALONG 2NAILS TO BE SPACED AT 6 Or, A- PANCL CVSrS, 2' 0G AT NTLRMED!ATE SUPPORTS _ H INTERMEDIA`C rQAw;NS CC`s- PANCL5 AT I`.T'ER10R JOINT,E-H.L.,_ EC NAILED TO THC SA-E GACKUP T F'RAMINb M[M$ER TYP. NOYE?: EXCrPT 6" O.G 4 AL_ SUPPORTS WHERE SPANS AoE 48" OR MORE. FOR NA:LING Or 12" - UNDISTURBED or SHCAR PANELS, SEE PLAN rOR T-11i AND SGHEDULC FOR NA LING INFORMATION or !-; 3) WHERE PL• ^0OD IS APPL ED E',OTH FACES Or A WAL,_ AND NA,IL 5P4GINB !S LEEP -N•\N F. OG ON I) ALL BOLTS TC BE CRAKE- A50" AND +✓AY BE STD YBL TPE OT OR -4CAPEP BOLT. °COMMON OR DEFORMED SHANK NAILS. E+UIL `-� E TNER 5 DE PANEL- .l0 NTS ESE orrSET -C TALL ON Dir'rEstENT rTRAMING mEMBEpS AL"CRNA*VELY, jASTM A3T3 THRFA.UCD RG.:;) A TH FULLY EN6AG D Nul MAY BE SJ557ITUT_D FOR BCL-) a rRAnn��G • PANG JOINTS•5-',-.•.�- CIE 3 NomiNAL CR TUCKER WIT'•4 NAILS'ON EACH 5IDC SlA56ERED. T COMMON �.AILy. GE`v"CR +~D HOL.DOWN ON 5 1% 'G W'-'IGH IT A7TAGHCS (M N. 2afi" FROM EDGE- Or GONG) °DEF`04MEC SHANK NAILS NQS 4) NAIL TOP AND BOTTOM PLu,775 -O JO STS OR BLOGK',6 WITH Ibd NAILS AT SA.r•-'E SPA(.N6 p-- INDICA`rD 2) UNLESS NCTEC OTHCRI^i15E HOL.COV`IN 'NDIGATED 'vEAR CORNERS SHALL ATTACH TO THICKEN GUNGRETE A5 REGKJIRED TO r� FOR "PANE_ FDriES' ABO✓E CORNER STUDS, HOLDOWNS IND CATED Ari AY rRG'-' GORNER5 SHALL ATTACH TO PROVIDE 3' MIN OF CONCRETE COVER tJ DOOR OR ih tiDOIH JA'VtE3 STUDS. SEE ARCHIL DRAWINGS FOR DOOR AND ,N!NDOW ON ALL. ANCHOR BOLTS AND REIN O G Q LOCATIONS. NOL7)G✓'1N5 MUSt GONNCCiT TO STUDS Rr.:C:I=Id',NG SNEAK PANEL a SHEATHING, U.N.O. AT SURFACES POURED AGAINST 501E (2^' M!N. AT SURFA(',ES IN CONTACT WITH SOIL) !r HO_DOWN5 (�_$j - Q OCCUR 9 FLOOR--C-rLOOR GONDITIGN USE 'NDIC,47M F a BOLTEU CONN. TO STUD ADO✓C AND BCLO/r FLOOR LILAC 4 NSTALL 04 CONT HC%I REINrORCING r BAR 2" PCY,N RC� Or :,011GRETC ' TOP AT ALLK-4_-s\ THlC.KENr=lP uOL:)OAN5. A7ANCHOR `10LT5, PLACE BAR CN SIDE GL05E5T TO EDGE OrCONCRETE.HSLAB PETA�IL BARSI4ALL EXTEND 5' MIN. .N W,-H DIRECTIONS rROM HO_DOWN. TIE HORIZ BARm T TO ANCHOR WL--. PR;OR TO POURIN6 GONGREC pp• r-' s I5GALE. 3%•4' = I _O Ib Z a5; AT HO.-DO✓VNS ' ) - �), ATT AC I TO 2 x b 5TUD`- '4'mJv lil 11197-0424 11070 SW Grccnhl,l I It,I 13 of 13 r�IM1MYa�F�Bfl7 'ean, ,;.....q;r:n:#•,.. ..•h ,XM .y,y.. IF TMS DOCUMFIIIT IF LFSS ljI III 1111111 1111111 VIII I IIIIIII VIII I IIIIIII 1�1I1�1 IIIIIII 11111 11111111 IIIIIII IIIIIII VIII I IIIIIII VIII 1 I�IIIII 1111 1 111111 111 I I IIIIIII III III IIIIIII III I I �` I 0 LFG1111Y T11AN '1111 F NOTATION, - -I-- �---- I ---I- - �I I- �- -I---�_I I _IL,1 ...I L2 IT IS DUR TO THF. QUALITY OF Naas • 2- THF ORIGINAL DOCUMENT. _ - -TT- --- ---- - - ti'l �911 - r - llj LIS 11 g fiL �L IlL 000 817 �[ L l 9l tV 1 £r ftI tTI F1111111TI111 �� 1119I y I S I 6 I FjjIjv�Qj]j IIIIIIIIII IIII IIII IIIIIIIIIIIIIIIIIII Ili I (111 IIII IIII IIIIIIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIIIIII IIII (III IIII Lill IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII