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14800 SW SEQUOIA PARKWAY-4 '•a drow4,19 is an Instrument ul Service and remains Ina :roperty of Omicron Consulting Croup.Prime Consultant oro 1 :erased Prolessional of Record(*PR').All information Snowr thisdrawing is copyright material and s for„Se on the i ,,,project only.Information contained herein may not Do +ed or reproduced In anyway without written permission.All proved reproduction$of this droving Shall boor the +mesiyrotea Crm nom". 'ow;ngl]hall not be scaled.The Contractor shoe verity and :•e responsible for all dimensions,datum and elevations :eWnent•o executing the work.Discrepancies and vnriol,ons -- - ^a'�De re;orted to the PR before work is performed.in au 'see the�attst version of the contract documents Shall to ,sea 0n site The contracts,Shall ensure all previous Persians ore marked'Superseded'with reference to a EXIST EXIST EXIST EXIST EXIST evis,en number All work shall conform to the current ocal nV �nJ 1,ilding Code,jurisdictional codes and local ordinance, (YII� C • C I 1RAWING REVISIONS/ISSUES e I . rei r ,li EXIST BB -.^ EXISTING LOADING 14800 SW SEOU01A PARKWAY /r\ I_XIS I�H' EXISTING \l HOME DE OT SALES AREA VVV �� EXISTING GARDEN CENT; E J EXIST TIGARD OREGON -- --I _1__J I I Validity of Permit I I I I I T -1 The issuance or granting of permit - --� or approll of plans,specifications _ ExIST-131- _.�_� grail computations shall not be !i construed to he a permit for,or an -T- -� approval of any violation of any of E Eyls the provisions of this code or of any 1 _ \ 1 4---l----4-� other ordinance of the jurisdiction. 1_J _J TNTA C NTEXISTING "`"'`" ExISTIN -- -- PLAN CHECK 00 Ht P yESTIBUL6 ; ;. ; VESTIHULE, o EXISTING Trs pian hey hash ,aewsd M aDnkx^rnne+r1sl - on FVESTIBULE arid C.ryOrdlrtrcow ,'In lip.4"b requIld,M' id 4WD - Pani and dsa,.ni ad�g nor rs amfasure.Of a wr s.r_ct'ral Wwtsc Jw,w n ,•.r ",w an ,w(:UraUAM heretU c,.Ul(WI cunelnub•Iewan.merWidon,x ordwoo,IW,IAl A C A A E E D ernxewva�rxy TENANT IMPROVEMENTS EXIST N W ll D NEW DELETED NEW EXIST EXIST EXIST EXIST EXIST EXIS-;EXIST PROPOSED RENTAL CENTER �-__ PROPOSED TOOL AREA: _ ',445 SOFT. OUTDOOR LARGOE EOQUIP'T STO. VyINSTERD & ASSOCIATES PC P.O. BOX 2198 R OR L - - - - ------ - - --- - _._._. - -- - -- _ OREGON503-7 3-80037045 --------_ __- - _ �.D R E S S PLAN 0 40 80 120 FT. �r REVIEWED ° - dvlrtSTEAD &ASSOC.-Inc. By ABBREVIATIONS SYMBOL LEGEND INDEX OF DRAWINGS FIRE ACCESS,/EXIT ANALYSIS 1997 UFC, 1997 UBC. --- I A F.F, APOVE FINISH E.W. EACH WAY HORIZ, HORIZONTAL PL. PLATE A Ocau anc Occu anc Actual ccupant Load Required BuildingUse p y p Y bld area REQUIRED EXIT EXIT PROVIDED 9• Exit Width FLOOR E.W.C. ELECTRIC WATER H.M, HOLLOW METAL PLYkY'D. PLYWOOD Classification Load Ratio Building Area per 30 e.f. (occupants X .2) LN.Fr. - ALT. ALTERNATE COOLER H.P. HIGH POINT PR PAIR n APPROX. APPROXIMATE ELC ELECTRICAL RETAIL n�^~ HAC HEATING & RAD. RADIUS -- DETAIL WMBER _ M 30/SF. 102,370 SF 3412.3 682.5 LIN IN. 58.9 LIN Ff. 1404 LIN IN. �� I(,L ` t^ S(/Z G f� �, P aAl,.. 9NJ�ar'C IifiS�l R�QUI��V ^f ARCHITECTURAL (BUILDING) 78 LIN FT. ALUM. ALUMINUM A/C CONTRACTOR REQ'D REQUIRED I _ _- .t~: 74 0fi n^ Y": :trl:ctural Specialty Code l CONTRACTOR DETAIL = 1 RETAIL (OUTDOOR {O - - ! I.D.C. INSIDE DIMENSION M /SF. 28,980 SF 966.0 193.2 LIN IN. 16.1 LIN FT. 360 LIN IN. A.B. ANCHOR BOLT EXIST. EXISTING AlO NRtBER GARDEN CENTER) 30 UN FT. krkZ�rn �SSQC r0.�C 1 ACOUST. ACOUSTICAL CLEAR REINF. REINFORCED DETAIL REF(92E ICED FROM SHT. NO. SHEET TITLE c, - !'. J�.elnforcing Steel EXP. EXPANSION DE'A'L DETAiL A A TOOL RENTAL I.D. INSIDE DIAMETER HESIL. RESILIENT M 30/SF. 1,445 SF 48.2 9.64 LIN IN. 80 LIN F7. 78 LIN IN. ASPH, ASPHALT ELEC. ELECTRICAL °uAwN or�rtfrelzENceD ('01 2.01 A001 COVER SHEET CENTER ADDITION 6.5 LIN Ff. ; 5.5. BOTH SIDES INSUL INSULATION RM, ROOM /5FRIE5 ND FROM :J In Concrste EQUIP. EQUIPMENT Z. INTERIOR R.O. ROUGH OPENING CLEVATION NUMBER A101 SITE PLAN T 0 T A L 132.795 SF 4426.5 885.3 LIN IN. 73.8 LIN FT. 155.5 LIN FT. BLK'G BLOCKING EA. EACH R.T.U. ROOF TOP UNIT @)�_ELEVATON Concrete Frame JT. JOINT i A2O'I FLOOR PLAN __BD. BOARD ELEC ELEVATION JAN. JANITOR STL. STEEL 'Inforc!ng,Cteo!S Prestressing Steol Tendons BLDG. BUILDING E0. EQUALIREFERENCED FROM A202 PARTIAL FLOOR PLAN, INT. ELEVS & DETAILS Q nITION EXIT PROVIDED BM. BEAM F.B.O. FURNISH BY OWNER LAM. LAMINATE SUSP. CEG. SUSPENDED CEILING BUILDING EXIT PROVIDED: T,R..,. AVS__ 1-4 B.O. BOTTOM OF LAV. LAVATORY SIM. SIMILAR A301 ELEVATIONS & DETAILS NET OPENING NET DOOR WIDTH EXIT WIDTH NET OPENING ; DOOR WIDTH EXIT WIDTH :zz ;ctural Wolding FD FLOOR DRAIN W=PROPERTY LINE LBF POUNDS PER FOOT SPECS. SPECIFICATIGNS ADDITIONAL EXITS NOT CALCULATED AS THEY PERTAIN 607. BOTTOM EDN. FOUNDATION BUILDING SECTION NUMBER /_ A401 DETAILS ANO SECTIONS O 6'-0'W x7'-0'H 8'-0" (72") x 4 = 24 LIN.FT. O 3'-6"W x7'-0"� 3'-8' (42") z 1 = 3.5 LIN.Ff. Op & EO i "? tiS:rength Bolting CONTR CONTRACTOR L.P. LOW POINT SO. SQUARE A F.F.E FINISH FLOOR A4 A402 DETAILS TO GARDEN CENTER ONLY CLG. CEILING ELEVATION MAX. MAXIMUM STD. SHEATHING CONC. CONCRE'E FLR. FLOOR ATL. METAL STD. STANDARD t3UILDINCP SC-GTION REFERENCED FROM A403 SCHEDULES/DOOR TYPES/DETAILS Al 6'-0"W x8'-8'H 6'-0' (72") z 2 = 12 LIN.FT. � :S'-0'W x7'-0'H 3'-0' (38") x 1 = 3.0 LIN.FT, �• tctufal;:18scnry MIN. MINIMUM STRUCT. STRUCTURAL GRITIGAL DIMEN51ON A501 SPECIFICATIONS B W-O'W x7'-0"H 6'-0" (72') 5 - 30 LIN.FT. 1fnrccu Gypsum C,Oftcrete H I CONT. CONTINLOUS FURR FURRING ��� O x y GLI EAR I� TOTAL EXIT WIDTH 6.5 LIN.FT. MECH. MECHANICAL T.O. TOP OF AS NOTED C.J. CONTROL JOINT FTG. FOOTING MINIMUM COL. COLUMN F.P. FIREPROOF MISC. MISCELLANEOUS T.O.M. TOP OF MASONRY A -SECTION DETAIL NUMBER A502 SPECIFICATIONS O 3'-O"W X7'-0'H 3'-0" (38') x 4 12 LIN.FT. +Nr1g Concrete Fill C.M.U. CONCRETE FIN FINISH(ED) MTD. MOUNTED T.0.5, TOP OF STEEL MASONRY UNITS GA. GAUGE M.O. MASONRY OPENING TYP TYPICAL TOTAL EXIT WIDTH 78 LIN.FT. 1 E ,v Applied F!n-RaslstlYa Mat:rlals N.I.C. NOT IN CONTRACT - SECTION DETAIL REFEREhSED FROM CI_R. CLEAR GCC GENERAL U.O.N. UNLESS OTHERWISE "1 Ings,Drilled Plan and Caiasors CTR. CENTER CONSTRUCTION NO. NUMBER NOTED STRUCTURAL DN. DOWN CONTRACTOR N.T.S. NOT TO SCALE V.C.T. VINYL COMPOSITION TILE t C3 SI O1Cf@ta DIA. DIAMETER GAL! GALVANIZED O.D. OUTSIDE DIAMETER W/ WITH ® ROOM No. DWG. DRAWING GL. GLASS OH. OVERHEAD w0. woo0 SHT. NO. SHEET TITLE THE HOME DEPOT rcial Grading,Excavation and Filling DPP. OPPOSITE S101 STRUCTURAL NOTES DS. DOWNSPOUT GYP. GYPSUM BC DOOR NUMMK IO On, ELEVATION REFERENCED CODE DATA SUMMARY FURNISHED BY OWNER - SUMMARY LIST S aka-Control Systems DR. DOOR GRD. GRADE O.C. ON CENTER S201 FOUNDATION, SLAB AND ROOF FRAMING PLANS & DETAILS REFER TO DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL ' jo (y1 DBL. DOUBLE HT. HEIGHT OPN'G OPENING INFORMATION ON OWNER-SUPPLIED ITEMS her Inlapeoticns DTI-/DET. DETAIL HC, HOLLOW CURE P.B.C. PLUMBING CONTRACTOR E.F. EACH FACE HDWD HARDWOOD PLAS. LAM. PLASTIC LAMINATE I 001 - HALL TYPE JOB NAME: TOOL RENTAL CENTER ADDITION POWER SUPPLY NOV EF. EXHAUST FAN Phl PAINT ELECTRICAL SUPPLIED INSIkLED ELECTRICAL NATIOhl1L _�7yO2 -ISSUED FOR BP L- LOCATION: 14800 SW SEQUOIA PARKWAY ITEM BY BY CONNECTION ACCOUNT TIGARD, OREGON CONTRACTOR OArE REMARKS No. �R FPV1510N SYMBOL G/W CLOUD SHT. NO. SHEET TITLE LEGAL DESCRIPTION: METHODS) _ _-- EXTERIOR SIGNAGE OWNER PM OWNER YES (SIGN CONTRACTOR E101 ELECTRICAL SPECIFICATIONS, SCHEDULES, DETAILS LOT 9, PACbr-IC CORPORATE CENTER REGISTERS/COMPUTF`TS/PRINTERS OWNER (IS) OWNER CONTRACTOR YES CITY OF TIGARD AND POWER ONE-LINE, CONTRACTOR Approved............... CONSULTANTS /.,,PE201 MAIN FLOOR PLANS AND DETAILS A. BUILDING CRITERIA: CONTRACTOR •-indilionall - DENOTES EXISTING 517E LIGHTING FIXTURES CONTRACTOR CONTRACTOR YES Y Approved............. GRADES E202 FIRE ALARM SYSTEM AND SENSORMATIC DETAILS BUILDING CODE: 1997 UBC LIFE SAFETY CODE: NFPA 1996 CONTRACTOR '2r only the r a desqrrb--d MECHANICAL CODEin BUILDING USE: TOOL RENTAL/MAINTENANCE FE9MITNO �,z_QQt--(I OCCUPANCY: M : IMC 1998 SERVICE DESK OWNER (STORE OWNER CONTRACTOR YLS 300 Letter to F PLUMBING CODE: UPC 1997 CABINETS & COUNTERS PLANNING) CONTRACTOR CIVIL WRG DESIGN INC. ELECTRICAL IVAN LEE. P.E. MECH ./PLUMB ./PLUMB CONSTRUCTION TYPE: V-N 55"x30" STAINLESS COUNTER (2) SUITE 500 - 5415 SW WESTGnrf SUITE 201, 2630 - 116th AVE. N.E. ELECTRICAL CODE: UEC 1997 Job Address: „y • e 22"x24.5" REGISTER STAND (3) PORTLAND, OR. 97221 BELLEVUE, WA. 98004 DENOTES FINISH OREGON NON•-RESIDENTIAL LATEST 30"x30" STAINLESS COUNTER (1) 9y'WAUJ_r_� �- . Urate; PH: (503) 419-2500 PH: 1-877-632-3350 SITE GRADES ENERGY CODE: EDITION lsmet 7 FAX: 503 419--2600 FAX: (604 632-3351 SHT. NO. SHEET PTLL OCCUPANCY CLASSIFICATIONS: CONTRACTOR ` f ( ) ) FIRE CODE: UFC 1997 PNEUMATIC TUBE OWNER (PM) AEROCOM TOOL REN1A. CENTER M M201 MAIN FLOOR PLUMBING PLANS & DETAILS CONT9ACTGR STATE 201, 2830 - 116th AVE. ;NE STRUCTURAL TIM L00, P.E. FIRE PROTECTION TVA - FIRE SECURITY LIFE SAFETY BELLEVUE, WA. 96004 MAINTENANC ROOM S3 CONTRACTOR YES SUITE 201, 2630 - 116th AVE. N.E. 2820 CAMINO DEL RIO SOUTH-SUITE 200 M202 HVAC PLAN, & DETAILS LARGE EQUIFMENT STORAGE S3 SF_NSORMATIC OWNER (PM) SENSORMATIC BELLEVUE, WA. 90004 SAN DIEGO, CALIFORNIA 92108 CONTRACTOR TOLL FREE: 1-877-632-3350 PH; 1-877-632-3350 FAX: (804) 832-3351 PH: (619) 296-5666 INFRA-RED BEAM ENTRANCE OWNER PM CONTRACTOR CONTRACTOR FAX (604) 632-3351 FAX: 619 296-5656 B• BUILD;NG CALCULATIGNS: ( > _ ( ) _ _._..__ ALERT SYSTEM CONTRACTOR www.omicronconeulting.com MECHANICAL & ROD YEOH, P.E. FIRE PROTECTION OCCUPANT EXITING EXITING PLUMBING SUITE 201, 26306th AVE. N.E. ARLA LOAOtPBQVIDEl� BUILDING ALARM OWNER (PMACT CONTRACTOR E WA. 98004TY MAP TIGARD, OREGON PER TLE 3D) (PFR TABLE OA) (PER TABLE 10A) CONTRACTOR YIS coNSULtANI PH: 1-877-632-3350 SHT. N0. SHEET TITLE + FAX: (604) 637--3351L PHONE & DAIA OWNER (PM) BLACK BOX CONTRACTOR �COYJ'J14. llFMI', :1RCHI"I•H I I TOOL RENTAL FIRE PROTECTION DESIGN PLAN CONTRACTOR - - TF1 ` TOOL +,445 SQ.FT. 1,4451(30) =(48.2) (68.9)x.2 = (9.6" DR. 201G ® 42".. 42" - Ff1NNo r_ � In (FOR PRICING ONLY)_ SW;�!_No 1I- $ESL DR. 201c 0 36" 36" �--- tU -� GENERAL NOTES Tit °tri 9.6" < 78" OK Jl? NUV p 1`� 71JAZ, c� ~ McpONHLD ST. -SITE ;.MISCELLANEOUS �W _ - _ Unless other►Ix agreed upon by the Harris Depoi p-ojed Manager,the General Canlrodur and all subcontractors and suppliers shall purchax/deliver all general construction materials possible le from - � • (2) EXITS MINIMUM REQUIRED SHOP DRAWINGS / CU' SHEETS ARE REQUIRED FOR THE FOLLOWING: IF Aq eE slnq Home repot Stare outlets. The purchase of construction materials 1rc-i other building maleiial suppliers is not permitted under any cilcunetances. _� a 200 FT. TRAVEL DISTANCE TO EXITS (PER NFPA 101 DOORS AND HARDWARE; PROJECT -- FLASHING AND GUTTERS; BULL MTN.I� BONA IA R D. SQUARE FOOTAGE CALCULATIONS METAL ROOF PROFILE; PPAINTSAMPLE(S); I HOMM DITOT ' I 1, TOOL RENTAL CENTER - "'-'- •• •••••••••••• - ••. •• .•••• ••• -- 1,445 SQ.FI. - CAULKINNGGAND FIRE STOPPING; 2. OUTSIDE EQUIPMENT AREA •••" •• 500 SQ.FT. - METAL FENCE, INCLUDING FOUNDATIONS; -- ---------- C) U MASONRY BLOCK CERTIFICATION. TOOL RENT/t!-�L GARDINAL LN I ,- - - - ---- - - -- CENTER DURFIAM RD. I SEQUOIA PIGMY. I "xaiY.aVEYEhrrwrE",51 l" CIVIL ENGINEERING COQ$Q.NATION NOTICE NOTE: NOTE: �rutlE N aooz NOTICE TO ALL PARTIES HAVING RN INTE2EST IN THIS CONSTRUCTION PROJECT: THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW CONVENIENCE ONLY AND IS t4eo0 s.w, sRquolA t�nRKwat Y r NOT !NTENDEO FOR USc LAY COMPONENT DESIGNERS OR MANUFACTURERS AS THEIR SOLE TIGARD, OREGON DESIGN CRITTRV. WITHOUT VERIFICATION. EACH DESIGNER AND/OR MANUFACTURER MUST 1.) CIVIL ENGINEERING FOR THIS PROJECT IS BEING PERFORMED BY WRG DESIGN INC. INDEPENDENILY CONFIRM ALL CODE CRITERIA WITH WHICH HIS ELEMENTS OR COMPONENTS DRAWING TITLE v � MUST COMPLY, NC INCLUDING BUT NOT LIMITED TO LOADING, APPLICATION, FUNCTIONAL'TY, ETC.. Sequela Pkwy.14400 R zi 2.) CONTRACTORS RELYING ON DOCUMENTS NOT COORDINATED WITH THE CIVIL PERFORMANCE CRITERIA PROVIDED ELSEWHERE BY A SPECIFIC DISCIPLINE SHOULD BE REGARDED BUP2002-00535 �Q ENGINEERING WORK SHALL DO SO AT THEIR OWN DISCRETION. AS THE MINIMUM Si,,NnARDS ACCEPTABLE TO THE CLIENT. EACH SUPPLIER MUST IEVAL'_IATE 1.01 12 JPL 6 �t� ------ -- - - THESE MINIMUMS AGAINST SPECIFIC INDUSTRY STANDARDS AS WELL AS CODES, LAWS, GOVER. SHEET ORDINANCES, AND UNDERWRITER REQUIREMENTS GOVERNING HIS PRODUCT AS WELL AS OWE ER INSURER REQUIREMENTS, .AS APPLICABLE.. 1TiE MOST STRINGENT OF THESE CRITEI'IA SHALL GOVERN. TECH. DATE ML J AI1Fi02 SCHK'D OF JOB No. 3020G I ri DESIGN - i DRAWING No. T HEtIVED 'DECES �011( CI�K•D IOEALIO 1 Sr'ALE - -t ' CITY OF TIGARD A5 sttowt: BUILDING DIVISION i NOTICE IF THE PRINT OR TYPE ON ANY III I I I I L1IWI1I111I1I1IiT fir, I r l I I II I'I I I I II � l r IIT II T r 11 rll 11111 111111111I I III ,11111I tIr T11 1111i 111111111 iclII111 I-i ! IIII I IIMAGE 'S NOT AS( LEAK AS THIS NOTICE, E_I'al__-___I--_�e1_ I 4L� �_L �_� _I-I_!1-__I I i1___ _ _I I r-.� �. 1.17 I ��C�.ti 3 BOO 5 IT I° DUE TO THE QUALITY OF THE No 3e 01=-XJ�- ORIGINAL DOCUMENTIIIA ►�I�IIIIIII Illlil �IllllIlll�llllllllll))lllllill��ltIIIIIII9I�t III II��II���IIIIII�i��II ��IlI1���!II�IIII►I �I�I��I�IT �����I�I�I�111111111�I�il��TII�II�I l lIIl�1WW11WI111u111119LWll 1��� fi L a IIlI�H1lGIIIIII1� ►II9k 11-111 lllllll�IIeII1 I 4 �z 4 r 1`: Y :tl ' This drawing is an 11-81 amen,of service Gild remains the property of Omicron C1,neulling Group,Prime Consultant Gna i' licensed Professional rl Record('PR"),All•nformotion shown on this drawing is copyright material and Is for use on the nomad project only Information contained hereon may not be uesd or reproduced in anyway without written Permission.All approved reproductions of this drawing shall bear the designated firm names. Drawings shall not be scaled.The ContraClor shoal verily and be responsible for oil dimensions,datum and elevations penlnent to executing the work.Oiscreponcies and varlet ons shoo be reported to the PR before work in performed in j 'Gees the latest version of the contract documents!hail be used on site.The contractor shall enevre all previous versions are marked'Superseded*with reform's to a revision number All work shall Conform to the current local Building Code,jurisdictional coda and local ordinances PAWING REVISIONS/ISSUES C,- ' I I � I , Ot-z� ■ ■ � ■ 0 ■� ■ ■ ■ ■ ■ ■ ■ t 41■ ■ ■ ■ ■ ■ ■ ■ �� ■ ■ ■�� ■ ■ --- ---� X - - - --- As q a S U M M A R Y (PROPOSED) j ■ I CIVIC ADDRESS: 8 14800 S.W. SEQUOIA PARKWAY T \ TIGARD, OREGON, 97223 i` 1 T=, - 4._ LEGAL DESCRIPTION: I - ■ - -Y ..-JL] LOT 9, PACIFIC CORPORATE CENTER 1 ® EXISTING LOADING ZONING c> I -- C� ■ I 1 �a I-P INDUSTRIAL PARK MPACTo PARCEL SITE AREA: HOME DEPOT 485,550 SF (11 .15 AC) 0 (N e e EXISTING BUILDING AREA: d a _ HOME DEPOT (EXISTING) 102,370 SF 0 0 THIS HOME DEPOT PROPOSED RENTAL CENTER ADDITION 1 ,445 SF ■ �� ' STGQE NUMBER 4002 BLDG TOTAL 103,815 SF �1 I OUTDOOR GARDEN CENTER (EXISTING) 28,980 SF ■I I ' F.F. = 1 ,?9.60 EXISTING � OUTDOOR LARGE EQUIP'T STOR. 500 SF REF. F.F. = 0'- J" r UTDOOR a cr AREA = 102,370 SQ FT. o GA UC,N CENTER r GROSS FI-GOR AREA 133,295 SF f LU • I _ SITE COVERAGE: AR- = 18,980 SQ.FT. M � 0 1 PROPOSED e HOMF DEPOT (EXISTING + TRC) 27.4% (11 ,955 SF/AC) W v�J 1 TOOL RENTAL CENTER S 1 ARTA: = 144`_) SQ.F1. _ _ PARKING SUMMARY 0 O 1 1 PARKING REQUIRED ® 3.7 SPACE PER 1000 SF O � I `� • x REIQUIIREDHOME DEPOT STORE I ■I FUTURE TRC ADDITION = 379 SPACES 5 SPACES LU 5- r m■d TOTAL REQUIRED: = 384 SPACES X• O I a- O -�.-�- 1L0 N L EXISTING BIKE RACKS—1 I h w rU - - r-- - EXISTING PARKING SPACES = 510 SPACES cc 1 -- - w SPACES REMOVED FOR TRC ( - ) = 0 SPACES O 0 C 1 1 I I PROPOSED OUTDOOR LARGE EQUIP'T STO. w � X _ - I -_._lam AREA: - f 500 So 7, �� ^ m� IOTAL PROVIDED: - 510 SPACES w I SURPLUS STALLS = 126 SPACES t • ,� I --�----Q-- -moi � � _� d xco 0 I - - - o-rJ - - HOME DEPOT FRONT FIELD PROVIDED = 492 SPACES -�-� ; �I 1 -- --- - � -- � � - - --— ■'`' LANDSCAPE SUMMARY: ' D 1 -- -- —_ - —_ ■ to REQUIRED LANDSCAPED AREA 20 % h -__ —_ x W EXISTING LANDSCAPED AREA 23 % H J; ■ — 23 % �- TOTAL PROVIDED: --- 1, N �� I ; � I ! 1 ® -- -- -- wry � ---- ■ I � (NO CHANGE) ■ cc 6 ® 8 9 II II II II II 11 -1 "1 11 11 II II U.10 10 0 C x ~ z 0 — --- —— x } IXISTING PARKIN ou ® -- ■ i,) 1 1 ------ -- -- --- -- I Q 1 � � - -� - -- , 0'102 -ISSUED FOR BP B 143 NOV - I01/02 -ISSUED FOR DP n I V u 0 --- --- X OCT LL _ Y — IS/02 "REV'D LOCATION OF — ---- -- I a I 1 LI IO 10 IO IO IO IO 10 IO IO IO G 10 IO 10 10 ■X OUTDOOR�roR. — — TREA ^� 03/02 SEPT -ISSUED FOR DP O Ip - -- -- -- ---- --- - PRE-SIJBW MITTAL REVIE J o 0 ® - r 1 O — --- -- - DATE REMARK': NO. LU M 1 0 0 -- -- ----- -- x Ia I I — - -- -- - -- _ -- -- 1 -- C/) ■i V II • a --- — -- -- - - —- -- --- — - _ ■x I I o II II II II II II II II OtII II II SUITE 201, 2630 - 116th AVE. NE BELLEVUF., WA. 911004 0 I I d I TOL 0 _ - x ,:� FAX: (604)-877-632-3B50 632 3351 , 0 ID www.omicronconsxxlting.com 0 0 14LL L II/�11 ■X �J 1 � __� ■ "ON"',-GNI j 111_____ ■� ■ a9liJaZit � ■ 12 tic 01"F b1. �:F;'H1'. ARCH1TF,(' i I S.W. CARDINAL LANE -10 �, I E 0 � i 1' 3,i ::Q-� ■ ■ x > 1 �� I t - '-f a /o k PROJECT t Q 10 ROME DEPOT of TOOL RENTAL I I p CENTER 1 I I hyt-lei+mvtlau�wn-.:vu ';'I•l)Itl�.: N111(1.! SITE PLAN I GRAPHIC SCALE 4000 I IWA SEQUOIA ,U.N RKylt 1 1 I I ORE A101 SCALE T-O" Is 40'-0*40'-0' DRAWING TiTL I _II'E PLA,q .Se000I8 Nkwv.14800 BUP2002.00535 I 2 of 12 -- O 40 80 120 FT. -- — 1TLCI.4. DATE ML MAY/02 "Kin OF Jos No. 302001 uES10N DRAWING No. CHK•O — A 1 O 1 E. SCALE AS SHOWN � t NOTICE. IF THE PRINT OR TYPE ON ANY IIIF III III III 111I 111I 1jiI I (IIII III III I t IIF IiI tIr I'Ir IiI III IIII (IIII III�III�I�t�tIl III III�I� '11 III iII I VIII III IIII 11111 III 111 1�1�111 111 1Il III III III VIII -�� C IMAGE' IS NOT AS CLEAR AS THIS NOTICE. �I� _ � ��0 J—I —I I JL I- I I `�I I I I �1 I —�L I —I!1 I I I �L I—� I �1�I l �"l _I � ���I �.J C� 1> 13) IT IS DUE TO THE QUALITY OF THE _ _ _ No Je 10 '`•'i ORIGINAL DOCUMENT 3111 4t 9�L Z fL 6 �Z iL L 8�t�Bt L�I 9t tit tit fi�t L�I�t I t I 8 IIIIIII IIIIIIilllll! IIIIIIIIIIIIII lllllllll Illllllll IIII IIIIIIIIII1111�1111I1111 IIIII111111111IIIIIIIIIIII1111111 IIIIIIII fill IIII Illilllllllllllllll II Illlllllllllllilil Illllllll�illlllllt)1111 �lll llll�lll IIIII�IIIIIIlllI1 lllllll W IIII�N11� ` m �nma s drawing,s on slrument or Service any rons the — / ✓ Y Y property of Omicron Consulting Group.Prime Consultant and conned Professional of Record('PR").All informptian shown on this drawing is copyright material and is for use an 1M amed project only.Information contained tenon mot not oe :Nd or reproduced in anyway without written permission.All 3Pj Q' approved reproductions of lois drawing shall boor the — --�— -- '--"�-- ieugnated firm hemp. - 4fj J 48 0_ 48'-0 48'-O" Slog-O" 56'-O" 51'-O" 30'-O' .rowing++nae not be sealed.The Contractor small verity and -- -- - _-- - •. I -- ---- - - --` - --- ------ o•responsible for all dimensions,datum and elevations — pertinent to executing the work.Discrepancies and variations o e vhoii be reported to Its PR before work is performed In oil EXI5TIN6 E LUMBER I o I I e e o• o e e sed on Sao, hecontractor sha vll ensure ae latest version of the cn tract ll previousments be LUM ._PICK- all are marked'Superseded*with(distance to 0 O+ V _ (�7 •dvision number. i I work atoll conform to the current Inca—--- EXISTINE ILI x21 PE E i VAULT EL XIT Building Cddo,jurislicUonol codec and local oninancu FIRE EXI r ')R.WING REVISIONS/ISSUES EXIT ! I RISERSt,6V RETURN I BALER I I I NON-�MOKING BREAK RF/L TO OOM �; VdOMEN MEN pCel A ?Q L _ I ELEG GLOU ENDOR HAL IRAININ6 R(iJM Q EGURI ELECT REG GOMPAGTOR OUNTIII FFtL �\ ALGOVE�Qp CORRIDOR -- to OYER I EXI5TIN6 TRUGK POCK APRON s I , EXI5TIN6 EXIT _ ) 5LOPE 2% I I ' I i Z I I I I I I I 1 EYE I I IT WAGiH I I I I I _ — — I I I I I �i • I I I N m I I I I I I r I I I EXISTING ( I I 200'2 I-IRF RESISTANCE DIRECTORY EXI5TIN6 SALES AREA Q 5LAB ELEV. = 1611.60 781) FIRE NESISTANCE RATINGS ANSVUL 263(BXUV) FIRE RESISTANCE RATINGS-ANSIIUL 263(BXUV) RFF. 5LAB ELEV. = 0.0 I'll ,inn,61, l Ir.II„1 r,.I „nq„ US(,Nil Io t u S.1 UI C V k I c Ni” ,cel \.'A1\ ,•ilea ilk\ OI I I I I I .1 'ring it,. 1linm\t.ul 48 Gypsum Hoard' 1• .r,altrrn,lt, to I.l ;\I n 1 u Q Ihnk,1 n ,,,J. tol-d I.',,ril,d n,It.ni 4 1-do L•,q;d, c0 Design No. L14h5 ncica.t I::i I j i.n fV Nonbearing Nall Rabng I elle CANADIAN GYPSUM COMPANY Ttlx,,AN 11' UNI I'TD S I A'TI Itp,`S(.'(PSUM CO Ail.II'AR (� 3 1,41 (5, USC,:VIFtI(it S A D=.C V lvre"AN 11'AR 4C. Gypsum Board'- IA•an allernatr L,hent,a.4A and IBI SIN in tItort 4A seel scick it, 'rp th andtspac nX nhthr,car%. as posit. Ir u - under {_ J Item 4A }} n I �"' »� ' UNITED SIATES GYPSUM CO-'Iy FRX CANADIAN GYPSUM COMPANY--Iva I Its EXISTIING e S. Joint Tape and Compound- Vlml,dry or premlxrd lulnt tnmpuund, apphed it two coats to pints and strew head paper tape,2 In wide, emlK'dded in first laver of compound over all joints A,in alternate, nominal 1/32 u, thick�v``"sum veneer plaster maybe applied 6,the entire surface of i lasstfii•d veneer haseboard hunts rei nfinad i I I Floor and Ceiling Runners- (not shown)-- Channel shaped:;i to Resilient Channel - IOptiional Not Show•nl--:MSG)alv steel C� ners,3.5/8 in.wide(min),1.1/4 In.legs,formed from min No \,u, resilient channels spaced vertically max 24 in OC,flange rrtion (min No.20 MSG when Item 4C is used)gale 1.1111,attached to flow attached to each intersecting stud with 1/2 in long type 5.12 panhead J and ceding with fas.eners spaced 24 in CK maz. steel screws.Not Icer use with Type FRX v sum anels. HOUSE PLANT 2. Steel Studs- Channel she d 5,8 tit +iJe jmm), !-)i 4 m le g.P P Pe ••` Fs hA Steel Framing Members,Not Shownl' - As an alternate to Item 3, Q ENCLOSURE 3/8 in.folded back returns,formed from min No 25 MSc:(inn N.. pi furring channels and resilient sound iso lotion clip as described below: STORE NUMBER ER 4002 MSC when Item is is used)gat•stet spaced wt,l OC mat a. Furring Channels - Formed n(No 25 MSG •alv steel 2-3/8 in. 1. Batts and Blankets'— (Optional)—.'1linera!wind or glass titer hafts wide by 7/8 in,deep,spaced 24 in (X-perpendicular to studs.Chan- { e partially or completely filling stud caclty nels secured to studs as described in Item b See Batts and Blankets(BZJZ)categon'lir names if Classified companies b. Steel Framing Members' - Used to attach furring channels(Item a) 3A. Fiber,Sprayed' - AS an alternate to Batts and BlanketS(Item iI - to studs(Item Ii.Clips spaced 48 ii.OC,and secured ro snide with Spray applied cellulose insulation material The fiber is appl:,,is Ill. 1-5/8 in.wafer or hex head Type S steel st ret. thriugh tit,center water to completely fill the enclosed cavity in accordance with the grommet.Furring'chamicls are friction fin,d into dip, T - - - - -- PAC INTERNATIONAL-T e RSIC I 1 - - application instruchnns supplied with the�priduct.Nominal do dvn yP' I silt'of 3.0 Ib/ft' 'Bearing the UL Clas,dication:.lark U S GREENFIBER L L C--Cocoon stabilized cellulose ouula- tion. Design No. U466 4. Gypsum Board'- 518 in.thick,4 ft wide,attached to steel studs and Nonbearing Wall Rating-1 HR. Floor and ceding track with I In.long, Type S steel screws spaced 8 m. (gl ��l 5 d OC.along edges of board a^d 11 in.CK in the field of the fc,ard faints A2 oriented vertically and staggered on opposite sides of the assembly Q • I When attached a atti ted(resilienttfuchannels)(itel 6A(furring channels), �-r� - _ I wallln,ard Is screw attached to furring channels with I In lin(;.Tula'S steel screws spaced 12 in.OC. , 0 I AMERICAN GYPSUM CO-•A es A(-t,AGX•C' ) I I I ( I f I BDJx G NEW BUILDING MAlIER1ALS CO LTD-Tope y7-Ir / BPB AMERICA INC -ns. I BPH X-7 I CANADIAN GYPSUM COMPANY-Types AR,C.II'•AIC, b S 3 I EXISTING CONTINENTALCGYPSUM COMPANY-Types, C(,C,CG5-5, 1 - dCeiling Runner not shown)-Channel-spaprd runners, It EXIT G-P GYPSUM CORP,SUB OF ` IT wide by I titdeepfabricated from 25 MSG(20 M5G when or - 8 - - - - - - - - -�-- - - - - _- -- - - - - - -- - --T-- - -- • GEORGIA-PACIFIC CORP-Types 5,9,C,DGG,DS,GPFS6. .Item 5B is used)gah•steel.Attached to floor and ceiling with fasteners, JAMES HARDIE GYPSUM INC-Type Max"C"or Fire X 24 in.OC,max. LAFARGE NORTH AMERICA INC-Types LGFC2,LGFC2A, 2, Studs- Channel-shaped,1-5/8 in.wide by 1-114 in.deep with 114 f LGFC6,LGFC6A,LGFC•C,LGFC-C/A. in.folded back return flange legs.Fabricated from 2-5 MSC;(20 MSG NATIONAL GYPSUM CO-Types FSK-C,FSK-G,FSW-C, when Item 5B is used)gale steel.Max stud spacing 24 in.OC FSG,FSW. 1 Bracing-Two'TYpes--Cut from steel runners or studs,cavity width. NORGIPS A/S-NORFIRE XA Fastened with two 1/2 in.)on Type Type S curl screws in each stud,space - PABCO GYPSUM,DIV OF braces max 48 in.OC.As an alternate bracing cut from gypsum waU• NOV Q PACIFIC COAST'BUILDING PRODUCTS INC-Type PG-C board,length equal to stud cavity width and 6 in.wide.Fasten with 01/02 -ISSUED FOR BP I I I I SIAM GYPSUM INDUSTRY CO LTD-Type EX-I two i in.long,Type S steel screws(1-]/4 in,long if hent'^rs used)in r each stud,sace braces max 48 in.OC. Q TEMPLE-INLAND FORE PROs U S CORP--Ty TG-C. 4. Batts and Blankets'-- (Optional)Mineral wool or gl,.,i ^ O UNIT STATES GYPSUM CO-Ty�pe AR G FRX�P-AR, partially or completely filling stud cavity.See Batts and -JZ) �O2 -l55UED FOR DP IP-XZ IPC-AR,SCX,SHX,WRC or WRX. category for names of manuFa&irers. USG MEXICO S A DE C V-Type AR,C,IP-AR,IP-X2,IPC•AR, 4.4. Fiber,Sprayed' - As an alternate to Batts and Blankets(Item 4)- SCX,SHX,WRC or WRX Spray applied cellulose insulation material.The fiber is applied with s} WESTROC INC-Type Westroc Fi-Rok. water to completely fill the enclosed cavity in accordance with the xT -REV'D LOCATION OF V 4A. Gypsum Board'- (As alternate to Item 4).Nom 5,'8 in.thick a Iication tnstructions supplied with the product.Nominal dr den- 5/02 �'.. ___ pP PP p Y OUTDOOR 5TOR. I ------- r e.��,--,�,�--r I I I sum panels with beveled,square or tapered edges,applied venica y or sttyof 3.0 Ibl W. - \ horizontally.Vertical jurats centered over studs and staggered one stud U S GREENFIBER L L C-Ccvo(m stabilized cellulose insula- 5FF T cavity on opposite sides of studs.Honzontal edge joints and horizontal tion. -15�JED FOR DP bub ints on opposite sides of studs need not be sta ered or backed. 5 Gypsum Board'- 5/8 in.thick.Screw attached,single layer side with 03,Oa gg YP I PRE-SUBMITTAL REVIEW 3'-4 /4" Panels attached to steel studs and floor runner with i .lon Ty S 1 In.loo Tv 5 steel screws s aced 12 in.OC,Wall d on double 1 y, R �- 8 se p steel EX15�1 � o I ll� G steel screws spaced 8 in.OC when applied horizontally,or 8 n. layer side,base laver attached with i in.(onRR T,•Fx 5 steel screws DATE REMARKS No, 1 F'01-I p �2OIB W2 I ( I along vertical and bottom edges and 12 in.OC in the field when panels spaced 24 in.OC.Yace layer attached with 1•S/8 in,Ion Type S steel are a plied vertical. CANADIAN GYPSUM COMPANY-types AR C,IP•AR, tat,with or without offset.Butt joints fixated over studs. -- ,� P y' It screws spared II m.OC.Wallboard joints oriented vertl�ial ul horizon JOF. I IP-X2,II'C-AR,scX,SRX,WRC or W X. AMERICAN GYPSUM CO-Ty AG-C,AGX-C. I UNITED STATES GYPSUM LO-Ty AR,C,FRX-G,IP-AR, BEIJING NEW BUILDING MATERIALS CO LTD-Type DISPLAY AREA MAIN T. / I IP-X2,IPC-AR,SCX,SHX,WRC or }EXIT VE55�BU Q W3 F1 201 RM EXI5TING EXIT STORAGE I I N STORAGE AREA F2 I `>EXIT EXI5TIN6 TRX _ UBX-l. — //( _ EXIT O ( o "' 01 W3 VE5TIBULE I 202 I VESTIBULE I LOOK FOR THE UL MARK ON PRODUCT l "' !i 1 ale - EXIT 202A --- J, 1 o e � Exn o o II zol^ O1 ool' -- --- ------ — —_0 ------------------0 —~— —� I ' \, p I\r �- - L p A ` I1I I jW1_ I 2 l � 6 6 SUITE 201, 2830 - 118th AV E. NEI e-o f � BELLEVUE, WA. 98004 0ee( ------------------ --------- --- - ---� / tv 0 I�. ( ,✓v � IOLLFREE: 1-877-832-3350 FAX: (804) 832-3351 I PROPOSED PROPOSED GRAPHIC SCALE www.amicronconsulting.com --- TOOL RENTAL CENTER -- - - OUTDOOR LARGE EQUIP'T STO. FLOOR PLAN f��� TRUE l�� SCALE V10' to 1'-p• — ;,e E> Cf T(� r� n ll l���,�� U✓ �('4r1 CLQ C Ci I AREA: = 1445 SQ.FT. AREA: = f 500 SQ.FT. NOR,}'1 CONSULTANT SCOTekh� ► ARCHITECT I OTT I I 0 10 20 40 FT. ��-------0------0--- ----0 �� 4# S.M KEMP y DEMOLITION NOTE-S> IIIERAL NOTESt WALL ASSEMEL'( FLOOR ASSE1413LY FLOOR PLAN KEYNC)TESil 1;nrL..t,;:'.., 1'/r,:;a.,...Iy IN � '-- Nay a 1001 z` I. THE HOME DEPOT FACILITn'SHALL REMAIN OPEN DURING,CON5TRUCTION. I. PROVIDE FIRE5TOP TO ALL PIPE OR DUCT PENETRATION TitROU6H cl. ELECTRIe.AL CONTRACTOR TO MAKE FINAL GONNECTION5 IN J-BOXE5 1,R.L. FLOOR ASSEMBLY! PF�l_LLkR M1NL_N�€Mr1L. i THE CONTRACTOR SHALL BE RCSPnN51BLE FOR KEEPING WORK AREAS CONCRETE TILT-UP WALL PANELS OR BLOCK WALL5 WHERE- RECRUIRED. BEPIND 516N BOX. PROVIDE AND INSTALL J-BOXE5 AND CONDUIT, a 3 PART PORTLAND GEMENT STUGGO ON F1 - SLAB ON GRADE (SEE STRUGT. DWG) F'r+c,.iect NEAT AND SAFE FOR THE GENERAL PUBLIG. THE CONTRACTOR SHALL ('1 6" m x 4'-6" STEEL PIPE GONG. FILLED BOLLARD FrROVIDE BARRICADES,D05T PARTITIONS,ETC. A5 REQUIRED, 2. CONTROL 4 EXPANSION JOINT AT INTERIOR FLOOR SLAB TO BE FILLED 10. ALL WORK IN EXISTING SALES AREA BEYOND NEW OVERHEAD DOOR TO BE - INTERLOGKINO K-LATH ON - WOOD FLOAT FINISH(IN DISPLAY AREA) LA I 5ET-IN CONCRETE BASE PAINTED FINISH WITH SEALANT. DONE AFTER NORMAL BUSINESS HOURS. CONTRACTOR TO GOORDINATE - 60 MIN BLDG PAPER W/ALL JOINTS - MEDIUM BROOM FIN15H(IN MAINT. ROOM) COLOUR, TO MATCH FXI5TING 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING OVERLAPPED (4" MIND - NOTE, 3. ALL WALLS THAT TERMINATE TO U/5 STRUCTURE TO ALLOW FOR DEFLECTION WORK WITH STORE MANAGER. FOR DETAIL SEE DRAWING Q/A402 I- HOME DEPOT CONDITIONS 15 61VtN A5 THE BEST PRESENT KNOWLEDGE BUT WITHOUT - I/2' DEN5GLA55 "GC7LD" SHEATHING, - FLOOR LEVEL SIMILAR TO kX15TLN6 GUARANTEE OF AGGURAGY. THE CONTRACTOR SHALL FIELD VERIFY ALL OF STRUCTURE AND MAINTAIN THE REC,611RED FIRE RESISTANCE RATING(FAR) - 3-5/8" GALV. STEEL STUDS 18 gra m 16" O.G. HOME DEPOT FLOOR ELEVATION 5ENTIC, PEDESTAL _ EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT II. ROUGH CARPENTRY, ALL LUMBER( PLYWOOD,BLOCKING, BUCKS ETC-) G/W FLAT STRAP BRIDGING a 4'-0" O.G. L J G/W5 4P�mA51L PIPE GONG. SEE ELECT. OV46 FILLED BOLLARD g OF ANY P15GREPANCY OR CONDITIONS ADVERSELY AFFECTING,THE DESIGN 4. FIRE EXTINGUISHERS(N.I.G) - TYPE,LOCATION AND NUMBER USED IN WALL CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. - R12 BATT INSULATION L�'J TOOL REI`'TAL BY FIRE MARSHAL'S INSTRUCTIONS. INSTALLED BY T.H.D. - 6 MIL AIR/VAPOUR BARRIER AR EQUIPMENT FLOOR ASSEMBLY, FOR PROTECTION. SEE NOTE q I 2 PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 12, DASHED LINE DENOTES I HR F.R,R. - 1/2" FIRE RETARDED PLYWOOD F2 - EXI5TIN5 SLAB ON 61RADE �5 5. ALL AGGE55ORIE5 SHALL BE 48" A.F F.MAX TO OPERABLE 3. ALL GONSTRUGTION PRACTICES SHALL BE IN AGGORDANGE WITH ALL INTERIOR WALL (UL U465) FINISH A5 PER ROOM SCHEDULE a FOR W x 10'-0"I .NEW OPENING IN EXISTING WALL TER FEDERAL,STATE AND LOCAL CODES,ORDINANGES,RULES AND REGULATIONS ELEMENTS(Le. DISPENSERS,FIRE EMINbU15HER5,PHONE,BTG) G FOR THE NEW I HR. FIRE RATED ROLL-UP DOOR MANUAL WITH FUSEABLE LINK RELEASE wI"No"'OvDOM,w.xrO Y SPORE 400' HAVING JURISDICTION. 6 CONTROLS,OPERATING,MECHANISMS AND HARDWARE, INGLUDIN6 Q MAINT ROOM WALT_ A55 !t&T, FOR JAMB AND HEAD DETAIL SEE DWG, 54q/A402 14600 S.W. SEQUOIA PARKN. n 4. THE CONTRACTOR 15 RESPON51BLE FOR EMPLOYING THE SERVICES OF A SWITCHES THAT CONTROL LIGHTING,VENTILATION AND ELEGTRIGAL WZ - 1/2" FIRE RET. PLYWOOP 0 111 HIGH(TRC 51DEJ S.W. E UOIAOREGON REGISTERED ENGINEER TO DESIGN ANY AND ALL SHORING REOUIREO CONVIENENCE OUTLETS, IN ACCESSIBLE SPACES ALONG ACCESSIBLE - 5/B" TYPE 'X'GYPSUM 130ARD ROUTES OR A5 PART OF ACCESSIBLE ELEMENTS SHALL COMPLY 3-5/b"STEEL STUDS IBga 's IFI'O.G. TO SAFELY COMPLETE THE WORK DESCRIBED AND/OR REQUIRED IN THESE WITH A.Q.A AND LOCAL GORES. C/W FLAT STRAP BRID6TN6 a 4'-O" O.G. D NEW STANLEY "DIAMOND SERIES" 3000 AUT05;.IDER5 DRAWING TITLr DOCUMENTS PRICE ALTERNATE FOR STANLEY "DIAMOND SERIES" 2000 AUTDSLIUERS r 5. DEMOLITION SHALL iNGLUDE BUT NOT BE LIMITED TO THE REMOVAL 1. COUNTERS USED FOR THE SALES AND DISTRIBUTION OF - 1/B" TYPE 'X' PLYIU 4 P7A l'- OE THE EXISTING GONG.5LAB,SOFFIT,STEEL STUD FRAMING,OVALSIDEWLK, 60005 TO THE PUBLIC,SHALL HAVE A PORTION OF THE - FIN1 FIRE RET.PLYWOOD• q'-O" NIGH(MAINT.RM 51D� - FINISH A5 PER ROOK SGHF�C1ULE �—� FLOOR PLAN " C.ONGRETE DRIVE,ASPHALT,LANDSCAPE ISLANDS, COUNTER WHICH IS AT LEAST 36''MIN, IN LENGTH WITH IHR RAPED-I/L NO. ✓ I F I IO'-O" HIGH ORNAMENTAL METAL FENCE i DOOR AND FRAME,ETC. AS REQUiREO TO CONSTRUCT NEW A MAX HEIGHT OF 34", l_1 p TOOL RENTAL CENTER AND EQUIPMENT STORAGE A5 INDIGATED B. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING 516NAGE SUPPORTS AND PERIMETER WAJ�A55EMBLY. EXISTING COLUMNS TO BE REMOVED reek. ML ��DATE MAY/O; 3 ON THESE DRAWINGS.ft ELECTRICAL WORK A5 SHOWN ON TH15 DRAWING AND THE ELEGTRIGAL W3 - I/2" FIRE RET. PLYWOOD TO 9' HIGH(MAINT.RM SIDE) F CONSTRUCTION DRAWINGS. ALL SIGNAGE AND RELATED WORK SHALL BE O NE`W STEEL COLUMNS TO BE INSTALLED _ L 6. THE CONTRACTOR SHALL INVESTIGATE AND 517E VERIFY i-OCATIONS - 5/8" TYPE"X" GYPSUM BOARD CNK'G n PROVIDED BY A SEPARATE 516NASE CONTRACTOR. CONTRACTOR SHALL - 6 MIL AIR/VAPOUR BARRIER JOB No. EX STRUCTURAL,IONSMECPRIOR AND ELECTRICAL ELEMENTS AND OTHER COORDINATE LOCATION OF SUPPORT BLOCKING AND ELECTRICAL WORK W/ - 3-5/8"GALV. 5FEEL STUDS 18 go D 16" O.G. - OF _ 3OZOO 1 EXI5TIN6 CONDITIONS PRIOR TO DRILLING,OR GUTTING OF SLABS OR 516NA6E GONTRAr rOR.CONTRACTOR SHALL VERIFY 51FNASE SIZE AND 6M FLAT STRAP BRID61N6 O 4'-0" O.G. REMOVE EXISTING AUT(75LIDER5 DESIGN DRAWING N0. sit STRUCTURAL. MEMBERS, NOTIFY ARCHITECT OF ANY ANY GONFLICTS LOCATION OF ALL BLOCKING WITH HOME DEPOT'S 516NAI5E CONTRACTOR ` R12 BATT INSULATION PRIOR TO BEGINNING WORK. PRIOR TO IN5TALLIN6 ELECTRICAL 13LOGKIN6. - 5/8" TYPE 'X' EXT.GYPSUM BOARD tVE5T.SIDE) -7. ALL GUTTING,GORING AND PATCHING TO BE PERFORMED BY GENERAL FINISH AS PEr ROOM SCHEDULE Seuuoia Pkwy.14800 cHK'D J CONTRACTOR IHR RATW -'JNO. ✓ BUP2002.00535 3 of 12 SCALE '',, t�4�11 ed AS SHOWN 1. I PT � IIIIII14___ � 6 l i t rel I I� NOTICE IF THE PRINT OR TYPE ON ANY I I I I I I I I I ! (T T IMAGO IS NOT AS CLEAR AS THIS NOTICE, f t 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 , 1 T I I I I I I I I I I I I l I I 1 1 1 1 I I ` ( I I8 I `.1 �� ry� I � IT IS DUE TO THE QUALITY OF THE �1 T v�IL NO.36 I�r�" ORIGINAL_DOCUMENT S�Bt— 8G GS01"111111111111XII bL 16L 6 tj8 W11111111 I 8t Lt t t 1 i St L�t�tt �1[ I (8 L 9 —4 III! !III�!Illlllll�li!!tillllllll IIII !II;JI Illllllllllllllllll Illllllllll!IIIIIII IIIIIIII !,IIIIIII IIIlIl111 IIIIIIIII IIIILIIII 11111111 IIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIII I� 30X llllllll�lllll�llillllllllllll���l►���Illl�lllll n a This drawing 4 on;instrument of service and remoins properly of Omicron Cons Ming Group,Prime Constar. enssd Professional of N team("PR`) All inlormaGor v this drawing is ropyrig it material and is for use on the timed project only.InlOrmaVon Contained herein may not L,. ,,sed or reproduced:n anyway without written permission.M approved reproductions of this drawing Mall bear the designated firm names. Drawings Mall not be scored.The Contractor shoo verify an:' W responsible for all dimensions,datum and elevations pertinent to executing the work.Discrepancies and var;at:ons sholi be reported to the PR before work is performed.In oil I cases the latest version of the contract documents snail be used on site.The contractor shall ensure all previous versions are marked-Superseded"with reference to a revision number.All work shall conform to the current local Nudd,ng Code.jurisdictional codes and ocol ordinances. 2 —_- nWiNG REVISIONS/ISSUES 48' O" 41: , 2' 7 1/4" 19'-4 5/8" ` tie us 1s s AO n o pole i ---------- ------—- Flo s ,------- -_ MEN ROCA)P ' O O ------ DOOR s 07 MRMNT. 7 ■ -- 05 s 10 DISPLAY AREA awrT oftw. 01 04 -` ■ - ` O t ■ -401 ■ - C y I i� 11 + 201D 14 ■ W3 I I ■ W2 ■ 03 k j EXISTING VESTIBULE W3 , i Q 4 G EXISTING VESTIBULE d to O I x — • F1 ) 06 • 7 ■ I o 7 1 ■ 0 D I ❑� 00, ■ \ \ -- — NEW AUT05LIDER \ EXIT EXIT p -- : N O1 NEW AUTG5LIDEF: - � 201G _ — t 1 I 4 7 i I 13 12 18 tai NEW STOREFRONT NEW "DIAMOND SERIES" ; NEW "DIAMOND SER16P-'U NEW STOREFRONT " WINDOW5 ON EXI5r1N6 2000 AUTO50DER GONG.UPETAND TO O _ II'-O" 2000 AUT05LIDER WIN C UP ON EXISTING MATCH EXIST IN6 ; � SINE OF EXISTING �. GONG. UPST NfJ O MATCH EXISTING 2-1". A I AMBER CANOPY ABnVE --- � - 1-y [D-/ tee-B - I NOTE; -NEW AUT05LIDER TO BE STANLEY "DIAMOND SERIES" 2000 AUT05LIDER5 PRICE ALTERNATE FOR STANLEY "DIAMOND SERIES" 3000 AUTO51LIDER5 -PROVIDE SHOP DRAWINGS FOR ALL STORLFRONT WINDOV15 AND AUTO5LIDERj MAINT. ROOM PLAN TRUE A202 SCALE 1/4' ■ T-)' NOR 1:1 MAINTENANCE ROOM INTERIOR ELEVATIONS 09 22 1 1 22 09 Midi Cx 4,fxvr Over MOV'(. � y - 22 06 W2 108 14 07 17 07 06 -- L1 1 " 13 I - 13 - 14 �, �j -- — -- 2U 11 O I 201D Q ONOV /02 L\ i6O 4 -ISSUED FOR BP F,7 12 �ll DATE REMARKS NO t � i 05 04 03 - - 01 15 16 11 n15 16 01 - 18 2 `INTERIOR ELEVATION 3 INTERIOR ELEVATION 4 INTERIOR ELEVATION 5 INTERIOR ELEVATION A!O2 SCALE V4" ■ 1-0' A202 SCALE V4' ■ T-0' X02 ;KALE V4' ■ 1-0' A102 SCALE V4' ■ T-o' SUITE 201, 2630 - 1181.11 AVE. NE BELLEVUE, WA. 96004 'POLL FRE": 1-877-632-3350 FAX: (604) 632-3351 www.omicronconsulting.com CONSULTANT SCOTS > RCHITECT S f, � rk �� NOV 116 2007 HAINT. ROO,1 PLAN d INTERIOR ELEVATIONS KEYNOTE-St WALL A55EMBLY FLOOR A55Et 115LY TRC, FLOOR PLAN KF_YNOTE51 ~ SAND /OIL INTERGEPTOR(REFEP AIR COMPRESSOR(N I G.),MOUNT 6' r�' SIGN MOUNTED OVER. BENCH PERIMETER�1/1LL ASSEME LY, F1 T.R.G. FLOOR A.�5EMBLYr c 5 Ol TO PLUMBING DRAWINGS) 08 AFF 5EE STRUCTURAL FOR 17 GRINDER AT 4'-b" A.F.F. TO BOTTOM W1 3 PART PORTLAND GEMENT 5TU000 ON O - SLAB ON GRADE (SEE 5TRUGT DWG) 6" m K 4'-6" STEEL PIPE GONG. FILLED BOLLARD SAFE TOOL RENTAL PROJt c l MOUNTING OF SIGN,SEE DETAIL Lf,/A202 - INTERLOGKiNG K-LATH ON p - 60 MIN BLDG PAPER W/ ALL JOINTS - WOOD FL^AT ELVISH (.N VISF'LAY AREA) QA SET-IN GONG'ZETE B/-5E PAINTED FIN15H u 02 WASH DOWN BOOTH WITH SHEET SUMP PUMP OVERLAPPED (4" MIN.) - NOTE;M BROOM FINISH(IN MAINT. ROOM) COLOUR TO MATCH E::15TIN6 CENTER O P E F�A T I O N S _ O METAL El'CLOSURE. 09, FASTING WALL 16 (SEE MEGH. DWG) - 1/2" OENSGLASS "GOLD" SHEATHING - FLOOR LEVEL 51MILAR TO EX15TiNG FOR DE TAIL SEE DRAWING Cl/A402 co ® 16HOME DEPOT 3-5/6" 6ALV. STEEL STUDS IB " h.G 9 HOME DEPOT FLOOR ELEVATION � G/W FLA STRAP C=:IDLING O 4'-0"O G 9 5EN50RMATIG PEDESTAL - SEE ELECT. DV�i rj 03 PAR-T W kSHER 18" ABOVE FINISH EXHAUST DUG''"DOWN TO 6" ABc7VE MEGH. GRILLE - R12 BAIT INSULATION' G/W 4" m STL PIPE GONG. FILLED WLLARD Operation of ■park producing equipment 3 FLOOR,NOT IN CONTRACT 10 FINISH FLOOR 19 (SEE MEGH. DWG) - 6 MIL AIR/VAPOUR B.,RRIER F2 LARGE EQUIPMENT FLOOR A55EMBLY• FOR PROTECTION. SEE NOTE K I �_ TOOL RENTAL 1/2" FIRF RETARDED PL.YW000 (grinding, cutting, open flame, electric - EXISTING SLAB ON GRADE motors) shall only be permitted When: p FINISH A5 PER ROOM SCHEDULE r - CENT-Ef, ' O D CHAINSAW 5HARPENER,NOT IN O PLATFORM WITH ANGLE FRAMES C 17' J' W x 10'-O" H NEW OPENING IN EXITING WALL - A 04 FUEL CABINET, NOT IN CONTRACT 20 O FOR THE NEW 1 HR. FIPF RATED ZOLL-UP DOOR 11 CONTRACT AND SUPPORTS(SEE STI-.JCT. DVJ65). STORE •1002 HOME DFPOT PM TO CONFIRM LOCATION, MAINT ROOM WALL A55EMBLY: MANUAL WITH 'FUSEABLE LINK RELEASE hoilc"eMvuiiklwvenwse 51ZE AND WE161-IT OF PRECiSUR: WASHER W2 1/2' FIRE RET PLYWOOD 6 I6'-O" HIGH(TRG SIDE) FOR JAMB AND HEAD DETAIL SEE DWG 649/A402 14800 S.W. SEQUOIA PARKNAl O - 5/6" TYPE 'X'6YP5UM BOARD Ter minutes has passed alter fueling of equipment. TIOARD, OREGON rr OS TOOL BOX, N07 IN CONTRACT - Ventilation a tam IN oi, - - 1,2 EYEWASH 3-5/6"STEEL 5TUD5 16 Q O I6° O.G. r. - Fornoble liquid containers are stowed in fuel storage cabinet. I NEW STANLEY DIAMOND SERIES" 3000 AUT05LIDERS - — -- 21 PLATFORM WITH ANGLE FRAMES /y FLAT STRAP DRIDG G® 4'-0"O.G. �� - Area Is free of ,II fuel spills. DRAWING T'TLC AND SUPPORTS(SEE STRUGT DW65). - 5/6" TYPE 'X'GYPSUM BOARD '_J PRICE ALTERNATE F"OR STANLEY "DIAMOND c2ERIES" 2000 AUTOSLIDERS, .- R �RE55URE Wr15HER AT 1'-O" ABOVE r HOME DEPOT PM TO CONFIRM LOCATION, - 1/2" FIRE RET PLYWOOD t! 9'-O" HIGH(MAINT. RM SIDE) s FIN15H FLOOR,NOT IN CONTRACT L� FIRE EXTINGUISHER 512E AND V4EI6HT OF AIR COMPRESSOR - FIN15H AS PER ROOM 504EDULE PARTIAL FLOOR PLAN, INT. iy 08 IHR RATED-UL NO O NOTE "SAFE TOOL RENTAL GENTER OPERATIONS' SIGN, PROVIDE SIGNAGE A5 ELEV5. a PETAIL5 PIN-ON INSULATION OR ALT. STRAPPING E 10'-O" HIGH ORNAMENTAL METAL FENCE MANUFACTURED BY BL5T MANUFACTURING SIGN SYSTEMS, 1202 NORHT PARK 22 AVENUE,MON1 ROSE,GO 61401,(800) 235--2316,OR APPROVEf2 EQUIVALENT. 07 SIGN '1UUNTED TO EXP05E17 FACES V.B. 1/2" GWB 4 R20 BATT INSULATION r — O FUEL CABINET VENT PERI ME TER�NA�J�A�SEL1@1�_ I TECH. DATE. i OF DUCT t0 5TAT1=, "THIS DI�G"I 14 NOT IN CONTRACT W3 1/2" FIRE RE,. PL.YWOOD TO W HIGH(MAINT. RM 517E) E}'.5TING GOLUr1N5 TO BE REMOVED A. TYPE: TYPE MP MELAMINE OVER PHENOLIC GORE. ML 6 MUST REMAIN UNOBSTRUCTED AND FO Sr-PT/02 5/6" TYPE"X" GYPSUM BOARD NEW STEEL COLUMNS TO BE INSTALLED B. GOPYI 1", 1/2" AND 3/5" HIGH HELVETIGA LETTERIN6 FOR SIGNS WITH COPY. - --- ---— --- G. PROVIDE FIN15HED ED6E5 FOR ALL 516N5. CHK'C1 doe Na. v PROPER AI GI-EAR TO INSURE F D COLORS: WHITE OVER RED BACX6ROUND OF .,02Q0� ry PROPER AIRFLOW". BOTTOM OF 23 XISTIN6 STEEL BEAM - 3-5/6" GAL V. STEELSTUDS18 9° a 16" O.G. DeslcN S SIGN TO BE MOUNTED AT 1'-0' 15 30" COUNTER (NOT IN CONTRACT) G/W FLAT STRAP HRIDGINb O 4'-0" O.G. T g ABOVCONTRAE FINISH FLOOR,(NOT IN - R12 BATT INSULATION GO REMOVE EXISTING AUTOSLIDERS 6` OuNTIN� BRACKET DETAIL AIL DRAW NG No n BENCH GRINDER(N07 IN 5/6" TYPE 'X' EX T.6YP511M BOARD(VEST.SIDF� 16 FINISH D PER ROOM SCHEDULE O N.T.S. — SeBU.,O Pkv,-148 D ctrK'D ' GONIRAGT) IHR fiA787-UL No. OH SEE ETLRECTRIC AL ICAL FAN ABOVE r�/-�2q of -7 SCALE AS SHOWN A 2 0 2 -- kkwn�,.:,.:.,,,,nres.•.,rrr>,,.w�:-..._.--- wsYHiwrwn.,akMwrw».. •WIMnsl eMwep,- - - _ -...•.•�-"-,wrc_.-__.•....,. w,.:n,. NOTICE: IF THE PRINT OR TYPE ON ANY II( III III 111 III�!;I I I III III III I El 2ri ITT err I1Ip1�I�I�I 11T Til IjIMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 � 'I 1 6 I L- I !1 I I I -I I I I iVl - I- '— 11�--- 1� �(4 ; I ��)�5 IT IS DUE TO THE QUALITY OF THE — — No3a��'�-'s_T ORIGINAL DOCUMENT S I L BL LL 81LL. . I t"L E L tG L 8T 11St GT f)t 9I 6t S[ 1St I— I TT ti 8 G III I� 9 9 i 1S L I Toleue IIII IIIIIIIII Illllllll IIII�IIII IIII Illllllll�llll�illilllll IIII !III IIII�IIII IIII IIIL IIII�II�! illi IIII !111111!1 IIII IIII III! IIII iill�llll IIII�IIII IIII�IIII !11'11111 I!II�I� III�IIII IIII�IIII IIIIIIILI lull llG�il ' lllWl lido �INIII drow;ng is on instrument of service and rsmoins the "d,ty of Omicron Consullinq Group,Prime Consultant and —sad Professional of Record("PR") All information shown "sdrawing is copyright material and is for use on it sa Project only.Information contained herein may not ix or reproduced in anyway without written permission All •oved reproductions of this drowing shall Dear the ,noted Firm names. /-� •ngs shall not be scaled.The Contractor snail verify Dna I / 1 pertinent Lb4 for all dimensions,datum one elevations C J\ pertinent l0 s>fsculing the Mark.Discrepancies and variations 02 3 4whoa be reported to the PR before work�s performed.In an coags the latest vers.on of the contract documents shall be sad on site.The contractor shall ensure all previous versions are marked"Superseded"with reference to a r",sion number.All work shell conform to the current Local F3� d,ng Code,Iurisd:chanol Codes and local ordinances 1*14C,QPPSIONS/ISSUES - --_-- - I l — ---- - - ----- EXI5TIN(2HQM P T 5rOKE 1--- ..�40-0" EXISTING VESTIBULE IN-FILLED FASCIA NEW TRC ADDITION X15TIN&VESTIBULE �N W OUTDOOR STOR, ENCLOSURE (SHADED AREA) I I I G.J./REVEAL LINE TC I NEW 24"CHANNEL METAL I EXISTING SLOPED - LINE-UP WITH EXISTING LETTER'- - ILLUMINATED OP OF PARAPET (TYPICAL)_ - SERFAGE MOUNTED VVfU� SIGN- � 9 40'-O' A.F.F. TOP OF LEDGER - a --, E:J� n'A 'T� OP OF PARAP F1 --- _ �. ----� - - 32 O A.F. . oREWN It �W TOP OF RIDGE - r - -- �� O' AFF 1 - �r -_..._._ -- ------ --- - -- --- - -- j TOP OF R � _ _ -.__ _ TOP OF E AVE - �/ >>r-�k�i ❑(�- --- - ,�\ —...---- ❑❑ /'�- �\ TOP OF 5TOR.E- `�'19'-O' A.F,F. �( �(� I I - ----- C] -- � ---- L]❑ l S.IL �Jl_ X11 1-il� J -- - - — - - --- — -- - F►�' T BOTTOM O' SOFFI I -- -- -- - - _ - 12'-O" A.F.F. I I = I — II - - - Nn A F oolz -- -- -- - _—1 - —1— 1 --- - — —- -- CART CURB -- --- - -- 77 NEW AUTOSLIDERS 6" METAL STUD "wLLs W/ — DAN^ �~� �_ _� -- EXTERIOR PAINT COLOURS: I STUCCO FIN15H AND PAINTED �- THERMALLY BROKEN NEW STOREFRONT lYP1GAL 10'-0" HIGH IN ANODIZED ALUM I TO MATCH EXISTI'N3 KALI OB ALUM.STOREFRONT DOOR W/ 4INDOW5 ON EXI5TIN6 PIPE BOLLARD ORNAMENTAL f•1ETAL FENCE COLORS FOR EXTERIOR PAINT NUMBER SHALL SIDELIGHT,GOLD ! FINISH ONG UPSTAND TO PAINTE.�� PAINTFF�O RE AS FOLLOWS, NEW STOREFRONT NEW METAL ')07RO TO MATCH EXISTING STORE MATCH EXI5'iIN6 1 SOUTH ELEVATION GRAPHIC SCALE WINDOWS ON EXISTI►;o COW-. O -INS TAND l U MATCH - ----PIPE BOLLARL A NEW AUT05LIDERS-- PAINT A "SAFETY YELLOW", - PAINTED O IN ANODIZED ALUM �----�� PAINT �y ) BEHR 'COCOA CANDY" 25B-1P SCALE 1/10' T-0• PAINT C) BEHR 'FRANCISCAN ROBE" 25B-3D 0 10 20 40 FT. PAINT C0) "HI AGF. NOTE: ALL PAIN T COLOR SPECIFIED •J BE VERIFIED AGAINST THE EXISTING AND ANY DISCREPANCIES SHOULD BE REPORTED TO THE ARGHITEGT IN-GHAR6E PRIOR TO COMMENCEMENT OF WORKS. bill SEE 5TRUGTURAL PLANS FOR EXAGT LOCATION OF CONTROL JO,i rli OUTDOOR- LARGE EOUIPMENT . STORAGE- ENCLOSURE PLAN & ELEVATIONS Q 1 F I:XISTINC [ x' lvA1_I r KEYNOTES_ -�-._ SWINE T'IETAL&ATE T S. 4 x 3 x I/8"FRAMING �" 07 1 OB 04 04 03 - 04 07 03 - vl Ol 1 1 l - - AND 4 x 2 x 1/B' MID RAIL - WITH 3/4'50. PICKETS AT 4"O.G.AND WITH EXPANDED DIAMOND METAL MESH BACKINS TACK WELD TO VERTICAL PICKETS. I a 02 DROP ROD/A SH AND LOCK III i O 05 05 I 03 t S. & x 5 x I/8"FOST I, I 4 STORAGE AREA J� LL11 •l F2 00� O4 1/4" THK GAP PLATT" n � a - EXISTING GONG GOL5 Oj I II 5. 4 x 3 x I/B"HOR.FRAMING AND INTERMEDIATE RAIL ® I 01 AT 4" .G.IGKETS O2 O -10' O" HIGH O SEE 5TRUGTURAL FOR \ 07 EXPANDED DIAMOND METAL K*3 RUNT ELEVATlC�N F�E PO5T/FLW4VATICI: SIDE ELEVATION ORNAMr.NIAI METAI F[_N6F 7 D MESH BACKING 7AGK WELV A•�f,1 SALE U4• - T-W DETAIL, INGLUGIN6 ALTERNATES A301SCALE v4• - f-O' Q PAINTF[7 TO VERTICAL PICKETS /'IJV NOV 0'1/02 -ISSUED F02 BP _ y 11'-1 3/4" r-- 4Q - - 01102 ISSUED FOR DP z LARGE EQ_UFT STOR. PLAN OGT 15/02 REV'D LOCATION OF Q OUTDOOR 5TOR. 1 A301 SCALE 1/4' - T-0' SEPT — - 03/02 "15WED FOR DP Q PRE-SUBMITTAL REVIEW _ OAT[ I REMARKS N0. OUTDOOR LARGE EQUIPMENT STORAGE ENCLOSURE DETAILS CENTER LINE- TYPICAL T/O FENCE OF 055 COLUMN 1/4" THK STL, PLATE COVER AT LARGE EOUIPMEN' WELDED TO TOP OF P051 ELEV. 10'-0" fill "7 3" rr11-�r SUITE 201, P-930 - 118th AVE. NF 3/4" SQUARE BELLEVUE, WA. 98004 STIFFENING BA,15 ry r I ALL-ROUND - TYP TOLL FREE: 1-877-632-3360 iv I FAX: (604) 632-3351 www.ornicronconsulLing.cont ` HS5 5 x 5 x 1/8" LOST 3x3 CHAMFER - I -NOS - /F" m TYPICAL I DECORATIVE STEEL FENCING CONSULTANT INCLUDING MESH BAGKIN6 TO BE _ 4 PREPARED AND PRIMED WITH ' T.S.5 x 5 x 1/8"PQ.5T ROD HOLDER B ROD HOLDER I ANTI CORROSIVE PRIMER A5 PER LARGE EQUIP T _SIDE G/W I/4" THK GAP PLAIT O --- SCO ARCHITF("I' I I SPEG'S. NO FiALV. COATING RE19'D. �SEE STRUCTURE DW65 PAINT ALTERNATE TO POWDER FOR DETAILS GOATIN6 15 ALIPHATIC POLYURETHANE 2 9 �_y " 3 D Ho3DER LARGE EQUIP�T SInE I HPDR 3F EG/85ECTION 05520-2.1. —� — _ - o „z' / RO L WELDC-D TO FRAME TOP,MIDDLE (TYP.) �( Y — AL Y 11 + 1� B -- I ROD HOLC'ER I I EXTERIOR S! I II WELDED TO FRAr`�E EXTERIOR SIDE ' T.5.GATE FRAME - _ I 3/4" 50. PICKETS AT HEAVY DUTY HINGE--� -- -,- GRIND SMOOTH -L__4" O.G. W/ EXPANDED 57ECL ANGLE- STAPLF.5 (4 HINGES F�AGH LEAF) ORNAMENTAL METAL FENCING ' y 3"x 4'x 1/4'---- TYPICAL -2-1/2" x 2-1/4"x 1/4"THK STEEL DIAMOND METAL MESH T.S. 4 x 3 x I/8" HOR. FRAMINEi HOME DEPOT THK STEEL ANGLE PLATE WELD TO T.5.SATE FRAME --3/4" tD ROD CANE BOLT Y I P,�GKINS TACK WELD `3' �' �-¢ AND INTERMEDIATE RAIL 2 I/2" x 2-I/4" x I/4" THK 511717E - I I TO VER71CmL PICKETS LATCH DETAIL - T5. 4 x 3 x 1/8" FRAMING PLATE KELD TO T.S.GATE FRAME -- PROVIDE I"HOLE 3/9" ABOVE / I 517E DETAIL 5/A301 - AND 4 x 2 x 1/8"MID RAIL WITH 3/4" SQ. PICKET 3 --- _ T -- BOTTOM OF PLATE _ AT 4" O.G. AND WITH BO�TTOMEOrPIATE/8"ABOVE v I I I _ _ 0 _ I WITH 3/4"SQ.PICKETS EXPANGED DIAMOND METAL TOOL RENTAL_ I I I/D" THK KICK FATE � I a „• _J L I AT 4"O.G. AND WITH \� D R SWING Ul ML"':H BACKIINED IGMACK VeLDOND L TO VERTICAL MESH PICKETS I STACK WEI_D 1 -ear oM w4IL8 CENTER 103 D 13 3FINISH FLOOR (_INE TO VERiIGAL PICKETS i STORE 4002 "oseluxtavivawrrtiw1 800 S.W. SEQUOIA PARKWA) III III ( FXTFk oR SIDE N /4" I/4' 2-3/4' x 2-1/2"x I/4"THK STEEL 4 1 - - 3" x 4" x I/4" THK STEEL ANGLE Q I I I I -TIGARD, ORECo� PLATE WELD 10 T.5. GATE FRAME I DRAWING TITLE # I l0 u�i 1-1/4" I.D.PIPE SLEEVE \10fPROVIDEpI HOLE 3/B" ABOVE I 4 - I I I+e x 8"LONG GORE SLOPE 8 I BOTTOM OF PLATE I I I I INTO SLAB ELEVATIONS F Y" LARGE EQUIPMENT l 1. OATS GATE DROP ROD DETAIL � FENCiNG DETAIL SECTION e METAL CAT'S DETAILS a rF`r ry s /02 LATCH DETAIL 6 — _ _ __ _ — SCALE 1-vz' - T-0• X301 SCALE 1-vr - T-o• A3Q1 OF Doe Nn 30 o01 ly A,301 scALE 3• T-0• A301 SCALE 1-vr - T-0• DESIGN DRAWING No GHK'0 a 3 0 I seauola PkW,.laeoo _ A ' BUP2002.00535 -ATE 5 o/ 12 A5 SHOWN 9 NOTI^E. IF THE PRINT OR TYPE ON ANY 111111l III III 111 111 111 III III 111 III 1 Illil 111 III 1(11111 III ILII '11111 1J1 1111111 III Illllil I I III III III I I I�I'i�l I�I I'I I�I IIIIi�I I I I�1 I�I II'�III III I�I I�I�I'I '�"" 7 IMAGE IS NOT AS CLEAR AS THIS NO-(ICE:, --I_ I 11� 121 I- I �_ I I I`�L I I—I6 I • I-- I_ �. II I I r I � 1.111.1 _ l� C )L ♦ _> �CJ(J LJ IT IS OJE TU THE QUALITY Or THE _ _ _ No,36_ e1:fPtM­ g Bt LG 9 L S S L i'9 6 t t u � u�liu iui� i�ii �iiiii ���ili11 li�i ORIGINAL DOCUMENT g T��l� �� �1���� ����1�������lh�►��Il�ullltlillll!!I�IILlllllu��IIUIIIIILW.I I «ullil� �i 17 his drowing s on instrument of service rind remains uroperty of Omicron Consulting Group.Prime Consultor. r-ensed Professional of Recud("PR") As information shown r,r this drawing b copyright material and is for use on the lamed Project only,inlbrma'ian contained herein may nal be .sed or reproduced in anyway without written permission Ni opproveto reproductions of this drawing$hall boor the losignotad firm names. .'•rowing$shall not be scaled.The Contractor shall verify and x responsible for oil dimensions,dotum and slowt;ons uertinent to executing the work.Discrepancies and vanatiors shall be reported to the PR before work 4 performed.+n all .:08010 the Infest version of the corlroct documents$hall be ..fed on site.The contractor shall ensure ail previous !. +ersions ore marked"Suporosd000 with reference to a — evision number.All work Shall conform to the Current loco. fuilding Code,jurisdictional codes and local ordinances ;RAWING REVISIONS/ISSUES OH I I TOP 0=_F_XI5T1N6 PARAPL -rop OF EXISTIN6 PARAPET Y370" F.F. n -- -- --- - - - --�-... .- - -- - 2' O" A.F.F. 21 � .• 21 ; . 23 I 25 PA 02 TOFF'OF EXISTIN6 METAL ROOF �— - - - },TOP OF EXISTIN6 METAL ROOF 26' O" A.F.F. - �- 26 O" A.F.F. �� OI .. SECTION KEYNOTES: \. QI �I 101 EXISrlN6 ROOF SIRUGTURE t METAL CLADDING L_A,NECONTRACTOR RE5PONSF3LE FOR 1 � CONTROL t MANAGEMENT t N5TRUGTION I" MIN, DEF. CAP- -- �/ O2 E-:Xl5TIWv FLASHING A5 NECESSARY TO MAINTAIIN CONTIPAIR INiTM)SEALANT EXISTIN6 PARAPET,FLA5HIN5 (' 4 6V TER. NE EXI5TIN6 BEAM w SETRANSFORMER EGTRIGAL D15GONNEGT SWITCH --- I/O EXI5TINe, FACIA O4 NEW 5TUB COLUMN - SEE 5TRUGT SEE ELECTRICAL G.L. OF REVEAL :, t3--- I, - -- - -- - IQ' O" A.F.F. �_T_OP�O,F FACIA --_�� 09 I ELEG--SEEGELECTRICAL 19 O A.F.F. , I`t'q' O" A.F.F. F-I -I 1 Ocj ANGI-E BRIDGING - SEE STRUGT I 1 � 10-;1lot], Ob I NEW TRANSFER BEAM - SEE 5TRUC 1 I r ___ -__-_-- 1, C-1 —-; 04 II h� rT NLW ATTACHMENT PLATE - SEE 5TRUGT m(L NO PA),;T D I II '''0 cXiSTltvO REVEALQ$ REMOVE EXISTING,SOFFIT FRAMING t CLADDING - TYP 'r15' 6' A,F.F. _ Il y ONEW FLASHING,FRAMING AND 6UTTER r0 MATCH EXISTIN(5 I II (6 { I REMOVE EXI5TIN6 GONG.COLUMN PER 5TRl1GT. GENERAL 1 )p GONTRAGTOR RESPONSIBLE FOR TEMPORARY SHORING AND Q �,/ I I Ip Q3 SUPPORT OF ROOF STRUCTURE K1 Q I 01 - d II i 2g l iq li 14 REMOVE EXI5TIN6 GONG. CURB PATCH,REPAIR A MAKE GOOD I' /0 EXIST'& 5OFFIT r — II DAMAGE TO ADJACENT TILT-UP WALL AND GONG. SLAB ii r I' seta 12' O" A.F.F. �r_�r���,..��«aa_,.�- � I I XINC, S11,�_�.O IN 12 GALV. 51LL TRACK ON GASKET Q 11 t I I IS FOUNDATION t FOOTING PER 5TRUGT. - ---- _ 1 1 NEW AW05LIDER � EXISTIN6 LINE OF EXISTIN6 GONG, WALL. PARTIALLY TO EE REMOVED SEE D>OR SCHEDULE __t Lei l AUT05LIDER I4 TO ACCOMODATE NEW AUT05LIDER 00 IS NEW 5TUD NALL G/W 5TUCCO CLADDINe) f • � 18 I I -4" DIA. SGH. 40 PVG PIPE f W/ ENDGAPS PIPE LENGTH EXISTING VESTIBULE EXISTING l6 STEEL CHANNEL - SEE STRUGT. TO ACCOMODATE NESIDE w d A5 REQUIRED PER DOOR E.cI5TIN6 GLAZING TO BE REMOVED STORE SID E W AUTOSLIDEP, I I I� AN, LEVEL A REPAIR EXI5TIN6 GONG, SLAB.APPLY ASHFOKV PC'2MULA GOhk:. SEALER I TCOL RI-NTAL CENTRE I I L 201 9 EXISTING STORE SIDE IB NEW COLUMN '"'ER 57RUGT F/EYDNti I I Q NOV T Ol/OZ -ISSUED FOR BP Q 1/2" FAIN I-ED 6WB,V.B., 3-5,b" 186A 5.S. O 16" O.G t I I V T/O EXISTING WALL �IJ 3-1�2" t161P INSULATION. G.L._OF REVEAL i i G DATE REMARKS No, 4' O" A.F.F. 'IA' O" A.F.F. 14 NEW 5TUGC.O FIN. OVER WIRE Mt&i ON 1/2" DEN56LAS5 OPTION #1 OPTION H2 I O 2U yHEATMNG ON 5TEEL STUD FRAMING(SEE DET. 121A402) a , I XIS TING OR I I f REMOVE EX15TINO CART CURB I STING CORNICE \` I�-� � I 111 \ 21 F I \ TO ACCOMODATE AUT05LIDER j O i II --LINE OF GONG. EXISTIN6 GONG. EXISTING GART -VI Ke I UP5TAND BEYOND SLAB — CURB BEYOND rEXI5TIN6 G 1 ONG. SLAB-- 0 /' 12 FI 17 ;; I 22 1 XI rIN6 GONG. VILAIP PANEL // i I FIN. FLR. 73 EXI5TING ROOF SYSTEM FIN. Fl_R. ` / \ r �o- , ❑ ---- - -- i 1201, 2630 O' O L^_ �� ----=-r ` e SUITE BELLEVUE, W i lt3 0 AVE. NE 24 STEEL BF'AGING , r• � A. 98004 ❑ PER 5rRUGT PULL FREE.: 1-877-834'-3350 \ FAX: (604) 632-3351 25 OOP EXISTING BEAM \ IS www.omicrortcnnstttting.cnm CONSULTANT I/2" PAINTED 61-0,1/8" 206A S.S.O 16. O.G.,V.B. it 1' R20 BATT INSULATION. SCOTbf RCHITECT -NEW AUT05LIDER TO BE 5TANj_EY "DIAMOND SERIES" 2000 AUT05LIDERS -- NUS J 1TT � PRICE ALTERNATE FOR STANLEY "DIAMOND SERIES" 3000 AUT05LIDER.5 Cao M ,gyp i -PROVIDE SHOP DRAWINGS FOR AL.. STOREFRONT WINDOWS ANU AUT05LIDER5 y CITU OF TIGARD ` JI r,4T�1Pt 13125 SW Hall Blvd. 4 iIN1 a� E' 'I igard.Oregon 97223 } (503)639-4171 NROJ C I t 25 Receipt #: 2720030000000000 10TH _ 2 SECTION THRU EXISTIG VEST. Linc Items: Dal : 03)14)2003 i SECTION THRID TRC HOM1' DEPOT SCALE 1/2' T-0' _ A401 ��E yr r-a• TOOL RENTAL ,A40� ( au�do lliul('udc Uescriptitln Rcvcnuc Account No :`\mount Paid tll`;l 11iu'l Ilunrutls Fees&Charges-5.0000(a,$1.110111) 100-00110 451000 CENTER till Noul uvasc4[N1 wu,twus, �_ !r Line Ilent'fl(al: $5.111) STORE 4002 1111%Iltents: t4800 S.N. SEQUOIA PARKNA) TIGARD, OREGON Method -� Pa%el User 11) Accl./('heck Approval No. Ili» Received Alo 011lil 11111d DRAWING TITLE _ -��--- V 7 Cash MYLRS SIGN l'nl' ht Person _ 9 1111 n DETAILS d SECTIONS n I'a�ntenl Tntai: 85.1111 0 —`_ _ TECH. ATE ML DSEPT/02 �. q' CHK'0 OF JOB No. 30200 �) DESIGN DRAWING Ne. O _ Sequoia Phwv 148Ur GHK'G - 6UP2002.OG5 T,5 A401 e of 12 A5 SHOWN NOTICE, IF THE PRINT ORTYPE ONANY FIII'Il VIII i tIII111 (Itll t 1111111 I(III r 111(I(1IfIT(TjT- (1"1111 f1f(1 1111(111(1111111 (111(11 11111 1 111111 II(II I Illlilf VIII�11111111jill I111IIIIII I(f IIICI II ( II IL11J! JIMAGE IS NOT AS CLEAR AS THIS NOTICE, �I 4 !_ I R ! Q 1 12 TC.+ I I z0�__' J �_ _ _ 1 ____ ' __ I1 IS DUE TO THE QUALITY OF THE No� A' " ,;, ORIGINAL DOCUMENT T' �� IIII illl?IIII Illlllll{LIIIIII illl�llllllulUll�llll Illlllll Ill�llll Illllllll IIIIIIIII IIIIIIIII IIIllllll III111111 illllllli IIIllilll illllllliF11111111811111111IT1111wiJ, ill�ll llJllllllillllll L g 9 �I I yi s ` lllhlu il�i� i� 1 j? .F I '"lg'n-err .i. 1 This drawing IS an inst-ument of Service dna property of Omicron Consulting Group,Prime:c's...;c i;cenud Protaselanal at Record("PR") An information shorn on this drawing is copyright material and is for use on the i1 named project only.Information Contained herein Tay.got so used or reproduced in anyway without written permission.AI approved reproductions of lnis drawing shod bear the designated firm names. Growings snap not be scaled.The Contractor anon verily and be responsible for all dimensions,datum and elevations pertinent to executing the work.Discrepancies and variations .nail be reported to the PR before work is performed.in of cases the latest version of the contract documents shall Br used on Site.The contractor shall ensure all previous PIPE (U,N.0) versions are marked 4Super6eded0 with reference to 0 / ---- revOion number.Aliwork shall conform to the current lac„ FILLED W/CONCRETE Bui ding Code,jurieth.onal codas and local brdlnonces - EXISTING ROOF STRUCTURE � H55 CUL BE rONO __ --rf d PAINTED TRAFFIC YELLOW ' STUCCO STOP W/SEALANT SEE 5TRllG f. l NEW SINGLE GLAZED STOREFRONT UNIT Z. .AWING RWSICNS/ISSUES PAINT TO MATCH CEJ IN ANODIZED ALUM. FRAME ON EXISTING � NOTE: WHEN APPLICABLE, STUCCO COLOR ------- ��ILt- {RACK W/GASKFI GONG. UPSTANU. G.G. TO SAN(, EX15TINO 5LOFE EDGE OF \ ) FLOOR SLAB TO RECEIVE SLAB a MAX• MA:NT. ROAM EXISTING NEW BOI-LARD FOOTING. �- 1:2 SLOPE. - - --- ----- ,-GLEAN, LEVEL a kFPAIR AX VESTIBULE SILL FLA5HIN6 - UJ EXI5TIN6 GONG. 51 AB. GONG FOOTING tX APPLY ASHFORU WI I $ \ \ TOOLED tDGE --� = • a FORMULA GONG. SEALER / EXISTING PAVING OR j \ I 1/ CONCRETE SLAB PAINT "U' - CLOSED CELL BACKER ROD W/JOINT SEALANT 70 MATCH J •. I - I 1 11 IN FIN15H FLOOR COLOR OF ADJOINING SURFACES FX151. GONG. SLAB ^ 1.-210 EL 0'-01, _tl \ N's. •- -- �j - — `)h ° a '• • • .' ° �� ff1 ,\ •tl p PE a . I EXIRIOR STUCCO STOP +'5 X I'-O" LONG 1. f CORNER BEAD EA. WAY IVONEL NTO LONGI. -'`- `•� 'T - FOOTING(TYPJ 4 ^•, , d. ° L J 1/2" PAINTED 6f3 W ,1/B" 206A 5.5. ® Ib" U.G., V.B. a --- NEW GONG. FT6 R2O BATT INSULATION. 1/2" EXP.JOINT -- - PER 5TRUGT, NATE: EY'iTIN6 ROOF STRUCTURE - II • CORKER DETAIL SEE DW6 A201 FOR LOGAnON --3-5/B" 18GA 5.5. I 1/2" PAINTED 6WB,3-5/5" Ib6A 55. o Ib" OC.,V B. - ° 0 Ib" O.G. I RI2 BATT INSULATION. SCALE 1-1/2• re T-0•DETAIL G q„ OF PIPE BOLLARDS. I A402 — i NLY TO FRONT OR SOUTH BEL-EVATION ONLY - - ,1 L"X1571NFi CHANNEL F30LLARD DETAIL ,-)F'TIciN nl II - II' EXISTING ROOF CLADDING A4J2 SCALE 3/4' Int-0' IEXISTING BEAM I 8 CART CURB DETAIL 5EGURE TOP HAT TO ROOF STRUGTURE \ A402 SCALE 1 1/2• - T-0• 1" DEF. GAP ,\ MAX. FILL FLUTE WITH APPROVED RATED PACKIN6 TO MAINT^,`' THE I HR FIRE RATING FOR THE --- - II PARTITION I t t \ - APPROVED CONT FIRE STOP REMOVE EX15TI146 BULKHEAD BOTH SIDES, TYP. li , II FIT a FINISH BE H55 GO BEYOND GYP. BD. NEATLY . - —CANT. 18 6A SLIP TRACK I __ _ __ _ - I 5TUGGO STOP W/SEALANT SEE 5TIUGT AROUND STRllGT. -� SECURE TO BOTTOM OF -- SUSPENSION GABLF 1/2" PAINTED 6W9 ON 3-5/B" IBCA II h II PAINT TO MATCH FRA:-IIN6 -�� STEEL PLATE SCREWS 5.5.O 16" V.B. TUCCO COLOR 1—O.G., V . a '� R12 BATT INSULATION. - I� - - - A - - - - - -1 - � ----- SILL !RACK W/GASKET - - _- 1/b" m Ixlq, 302 GRAD[ - - -' - 5LEDGE OF SLABA13 it MAX, 1/2" EXPANSION JOINT FxIGTTNrs I UMBER CANOPY- 1,2 SLOPE. 112" FIRE REL PLYWOOD. �- -3/8" DIA. 6ALV. SHANK. --- - - -GLEAN,LEVEL a REPAIR _ SEE WALL. TYPE FOR FOR HEI6HT(5). EYE BOLT W/FULL THREAD SILL FLASHING � I EXISTING GONG. SLAB. 4 NUTS a WA5HER5 BOTH APPLY ASHFORD TOOL 'RENTAL CENTER MAINTENANCE ENDS. DRILL 1116" DIA. HOLE 5r--. TOOLED EDGE-DW11202 FOR EXTENT OF V`(__)WK ` J FORMULA GONG. SEALER 5/15" FIRE RATED GYPSUM WARD THRU PVC PIPE FOR BOLT. CAST-IN-PLACE ^. �j > l BOTH 51DE5 f01 FIRE RESI571'.T PARTITION SECTION THRU LUMBER CART CURB " ° U t ��-- 4' DIA. SCHEDULE 40 PVC PIPE . . (SAFETY YELLOW) (PROVIDE [NDC/\r'�, > > CANOPY DETAIL PAINT G . SEE STRUCT. ° Z Adh FINISH FLOOR (REFLECTIVE TAPE AND EXIST. GONG. SLAB `� I�". r� z EL O'-O" i 3-5/8" x N 6A METAL STUDS AT 16"O.G. DECALS 91PPLIED BY H.D. A402 SCALE- 3/4• - T-0• / W/BRIDGIN6 0 4'-D" �• �N5TALLED BY GONTRAGTORJ .• - F ° CONTINUOUS MTL.STUD TRACK, • ^ ^ GONG. FLOOR .f R 5L-AB i I �____ _ANCHOR W/ 1/8" DIA. POWDER • ° x v ACTUATED TYPE FASTENERS • . ' AT 2'-0" MAX. - TRACK SAME GAUGE AS STUDS. - - -- - 2 WARNING PIPE DET. ^402 SCALE: 3• - T-0• SHEET METAL COPING DETAIL L APPLICABLE ONLY TO V J1 n FRONT OR SOUTH ELEVATION ONI.Y V4/CONY CLEATS EA. 51DE — SHEET METAL SUTTERTO MATCH EXISTING -- _ ON I/2" EXT. 6RADE PL' WOOD OPTION #2 (ALTERNATE) ON STEEL 5TUD FRAMIM; 5 WALL SECTION s CART CURB DETAIL ,1402 SCALE 1-1/7 - T--(r TOP OF FACIA - _ A4O2 SCALE 1 1/2' - T-0• 19' O" A.F.F. 2.1 EXISTING 4SALES A JA EXISTING ROOF 5TRUCTURL EXISTING ROOF SYSTEM -- EXISTING EXT. - —EX15Tlh'''".00r GLADDIN6 It SECURE TOP HAT TO ROOF STRUCTURE— TILT-UP WALL t7A.NtL SECURE TOP HAT TO ROOF STRUCTURE I" DEF. GAP I" GEF.GAP _ FILL FLUTE WITH f MAX. MAX. I ---- --INSULATION — - -- .,.�-r-- � -FILL FLUTL- WITH APPROVED ';'•,Ye ----- RATED PACKING 70 MAINTAIN THE I HR FIRE RATING FOR fHE PARTITION _ r b.. 1t3GA _7 - - - - 3-5/8" IBCA / S -� 5.5. o Ib" O.G. FRAMING Ib" O.G. FRAMING FIT a FINISH APPROVED CONT. FIRE STOP TO MATCH EX45T{fJ6 -"""� _ _- TO MATCH EXISTING BOTH SIDES,T1'P. BATT INSULATION — GYP, BD.NEATLY - APPROVED CONT. I HR FIRE AROUND 5TRIJGT� BATT INSULATION RE515TIVE FIRFSTOPPIN6 BOTH 51OF5, TYP. FRAMING-- -_- FIT a FINISH CONT 18 6A SLIP TRACK o CONT. 18 6A SLIP TRACK SECURE TO BOTTOM OF S SECURE TO BOTTOM OF GYP. BD. NEATLY STEEL PLATE 56REWS _ FRAMINGSCT MAINT. ROOM STEEL PLATE SCREWS \ EXISTING YFSTIBULE r -- TOOL RENTAL CENTER EXISTING VESTIBULE STUCCO FINISH OVER — P'F WIRE MESH ON I/2" DEN56LA55 SHEATHING '� ON STEEL STUD------ ---- -- - y� NOV Q y` -ISSUED FOR BP 5/9" FIRE RATED GYPSUM BOARD 01/02 STEEL BRACING EXISTING OWSJ --� BOTH SIDES o FIRE RESISTIVE PARTITION PER L R AC W4 DATE REMARKS N0. W/BRIDGING 0 4MOr oGSTUDS AT 16"O.G. WALL DETAIL T/O REVEAL TO MATCH EXISTING L—] 3-5/8" x N 0 METAL STUDS Al- 16" O.G. I5�6" AFF - �--- EXISTING BEAR TOOL RENTAL CENr.B A402 SCALE 1"112• - T-o• w/BRIDGIN6 0 4'-0° o.�. JOINT---_..--- --- CONTINUOUS MTL. STUD TRACK., CONTROL CONTINUOUS MTL. STUD TRACK, I/8" DIA. POWDER ANCHOR W/ I/8" CIA. POWDER ANCHOR W/ ACTUATED TYPE FASTENI-R5 - GONG. FLOOR SLAB- AT 2'-0" MAXACTUATED .TRACKSAME AT 2'-0" MAX. - TRACK SAME GONG FLUOR ..AEI -, GAUGE AS 5TUD5. I �--- - NEW BEAM PER STRUGT FiAU6E A5 STUDS. 1' - IN-FILL INSULATION B I EX1STINIQ VESDOULE I" MIN. DEFLECTION GAP 3-b JO , it U� SUITE 201, 2830 118th AVE" NE BELLEVUE, WA. 9(9004 ^ , a •b^ . ° • �/^ n n X g Q - -- X2 ° " aN LINE OF EMBLY - NZ 350EXPAN5IGN JOINT a ° TOLL FRFE• 1-877-832- FAX: (604) 832-3301 I" MIN. DEFLECTION GAP / WI SEE 14ECH. DW6.� - - 5-12" www.otnicronconsulting.com 2x2xl/4" 5TL EDGE ANGLE -- --G.LP. GONG. UF5TAND C,I.P. GONG. UP5TANO W/5/8' tD HT' 150 HILTI A. B.- SEE 5TRUCT. ----- --- - --- -1/2" PAINTED GWB ON 5-5/b" 185A SEE 5TRUGT. x 5" EMBEDMENT 10 12"O.C. CONSULTANT S.S. o Ib" O.G., V.B. a OIL/SEDIMENT 1/4" JOINT BETWEEN 511.-\ 3-1/2' RIGID INSULATION. INTERCEPTOR ANGLES FILL W/EPDXY FLOOR SCOTT RCHITECT - WIrio WALL TO ROOF DETAIL - l ---- SEE PLAN FOR \ SEALANT (SEE 5PEG5.) 3 WALL SECTION _ --- ' T, LAGATION AND �� . GRATE ELEV SEE MECH C*e. NPV ^402 SCALE 11-1/2• re T-0• PROVIDE MTL,STUD +" ^402 SCALE 1-1/2• - T-0' 56 S.M.KEMP WHERE REQUIRED SLAD REINFORCEMENT EXISTING •. rr _ e � .,. • .• l e e- a ''♦ ♦ D � f1�I,Lf/(';"' I) - E 5TRUCT. DWG. FLOOR SLAB III U_ 'I I—III—II PROJECT z GUTTER DETAIL SEAL ALL JOINTS BETWEEN � �I.7m � �-�-�-� SCALE 1-1/2• - T-0• HOOD AND CONCRETE -I �I I I�I _ 'IDmmT NOTE,CONGRETE FOR WASH ^402 m- DOWN BOOTH TO BE -- _ 111Th POURED 5EPAR/',7E BIOME DEPOT v OIL/SEDIMENT 1 -lil-- -� FR. AVELAB MOD'C�LETE Q fEM W= TO HAVE MEDIUM TOOL RENTAL Q INTERCEPTOR TW -�-�- -I�-I BROOM FINISH. SEAL ALL 3S SEE MEGH. SPECS I -� BETNEEN HOOP CENTER AND CONCRETE S10HF: # r 4002� 1'-O�" 1'-q l�" iloec,Ipevanufrreetbguse t 14800 S.W. SEQUOIA PARKWA) TIGARD. OREGON DRAWING TITLE —! n 7 OIL/SEDIMENT INTERCEPTOR DETAIL5 r, ^402 SCALE: T Tw'1• _ TECH. DATE ML 5r n-/"2 CHxD DF JOB No. 302001 ry DESIGN DRAWING N, 8 Seouoia Pkwv.14800 OHK'D �- - /� "10 ) N 13UP2002.00535 SCALE r ?of 12 A5 SHOWN f :.r 7 .xi NOTICE:: IF THE PRINT OR TYPE ON ANY II I1I I1II�_111 I 111 III I�I l i�II_III III I II-II .1-{_1 ��;1 II III 1ii ! ll 4I 11 II II Ii -I -I II I If 1�.1—II =II —I�I I(-I-I-�I=I=I1'I�I I�I I�IIIIII-I—II�I I�I I I JC1 13 OO ` 6IMPGE IS NOT AS CLEAR AS THIS NOTICE, �) IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT ZFG LF11111911 Filill 6 6 II. 4O�T ��[2ull,llll IIIIIIIII IIII�III lll llll�lll lUlll lllllll ll �IIIIIIII IIII�IIIi IIIIIIIII IIII�Iiii i�ii�Il�� i�iil�iu ����I���� I��� uii illilu�i 1��� ���� ����II��� Il�lluI 1111 III Llll�llll IIII Illi til 11lalWllllllWWllU 1 1 .m+-wu alu5 P,m.cor � �a°I I,ew 1�. . �aa�nlo/�i,bl�,bll„b°°aMnm -.. p' .IMw VI �..•• ROOM FINISH SCHEDULE R� ww A uny.an°u nul W Roua.IM G uNClw Mo . --- - PRIE I/4' Xb- PLATE amms po,.a ..eri mm.^.aw aw°.n>m a�l AROIMD OVERHEAD FLOOR BASE WALLS CEILING REMARKS 0151NS FASTENED AST WITH 1/2'DIA �n ' awl c W RODS AT 24. OL. F e. a PDXY INTO PRECAST MIN, SING METH HIT HYI50 m to LEILINO SEE FINISH la Y MEIG'1i SCIEPLE W75 EXIST. HOME DEPOT WALL „ �) < < < < ( iFa .. TO MAT STOP.PAINT EXIST HOME DEPOT WALL jk4 TO MATLN STIIC(q { ,iqy ,CAI FC AREA PLASTICSHIM51 SPACE NAME 171 m '� 6T-R.G. AREA HEAD PLASNINO(2) 3/B'OLT I x 1511NK 301 TOOL RENTAL LEI VARIES SEE NOTE Ib 1,2.4.5.1 KWIK BOLT U 1 15/D" CAI EC ARi1 � • • • • • • •EMBEDMENT NF"O.G. (Z) B/D•LOIMTER5IMKKWK 80LT IIx 5/B' 101 MAINTEWJICE DOOM • • • • • • • VARIES !ff tmE No I,2,4,5.1 EMBEDMENT• 16.OL. INSLLATEDFRE55EDFRAMEX.M.DOOR 4'OVERHEAD COILING STI.. ,(WE SPEOW," �� HEAD DETAILsT 1/ JAMS 4 1EADINS,OVERHEAD I/4•SR.KBIT PLATE A403 SCALE 1 V2' - T-0'(PMM 11 �� InA1Nr I, � � ROOM FINISH SCHEDULE NOTES ATTACH PER DOOR r MANUFA TIRERS FIELD VERIPY RELOMMENDATIO145 FIELD VERIFY_- I. ALL INTERIM EXPOSED UILTImRK,LOIOUIT,HT.ROOF PANEL 3. ALL EXPOSED INTERIOR STEEL TO RECEIVE PAINT I.b( i0 FIELD VERPY AV ROOF 51R4TIAE`MALL RECEIVE PAINT 5. 011 ORAWE COLOR APPLIED TO EXIST TND AIL MATCH FOR TRL A$CLOSELY AS POUSME. 2. PLANT COLORSYMSO-5 5XN1 BE AS FOI 4. SEE ELELTWCK ORAM%W FOR EXTENT OF PLYWOOD BACKBOARDS o HEAD DETAIL s JAMB DETAIL PAINT I-BEMN•POPPYCOCK ORANW.W51 INTERIOR FLAT IISTALL MOST TO waimirms BFLt;i WORK.PAIHr ALL FACES PAINT Z-MW•WHITE DAWN'14215 OF RYWq.D fINCLIOIIK Si TO NATCN WNL COLOR A4Q3 SCALE: 1 1/7 - 1-0' .403 SCALE 1 V2' - T-0' - _ PAIN!3-BERN'Ia Rin WHITE DRYWALL ' 5. ALL PLYWOOD TO BE FIRE FET.TREATED.TYPE B-C AEW AOTEV Q11151 ISE. SlULLO STOP- W PAIR!1-MATCH COLOR 6 ADJACENT kU11 6. ALL FJIP03®SPRINeIER RPING 5NALL BE PAINTED,PAINT TO FMTGN G(BTNS PLASTIC S.IIM PAINT 5-BEiIH'CHOCOLATE N1CU5SL -W-3D FFOTIbi SFRIN(LER NERDS WHILE FIELD PAINTING PIPES. INTERIORFLASMtNG PAIN TOMATCH 5TUC<q T - INOre. AL PAM FOR HTE TOOL RENTAL CENTER IS TO lE PIELD ARLIPD UNOJ �, D - W 51F5 EXTERIOR NSULATED PRESSED 5TL. `°°� 4° FRAME DOOR SCHEDULE ToSTIMAT stop.:Zo N DR. DETAILS HARDW. REMARKS DOOR LOCATION/ ra MArLH STUG(D SIZE TYPE THK. FINISH LABEL (�poor PLASTIC SHIM LA0. HEAD JAMB SILL GROUP WI.NGbe DESCRIPTION HEAD FLA5XIN6 — 2 JAMB DETAIL 3'-b•%T'-O" 6L. - O D/.403 t/.403 4/.403 BR)5H NIM GRP),A TOOL RENTAL/ENTR4NLE 201. 2" 4 EMERGENCY EXIT INTERIOR .403 SCALE 1 v2' - T-0' 2018 12'-0"X 10'-01, OVERHEAD - A 1O/A405 b/M05 -- 2 FACTORY F.N. GROUP L HR. TOOL RENTAL 20IG 5'-0•X 1'-0• H.M. - 6 IA405 2/.403 5/.403 1 3/4• PAINT GROR B 2 3 TOOL RENTAL EXTERIOR EMERGENCY EXIT ALM1,STOWTFRONT 200 4-0•X T-0" H. M. - B 4/A403 4/A403 4/A403 1 3.4' PAINT I GROUP E C' LABEL 6 TOOL RENTAL CENTER DOOR - - MANT.ROOM 201E 19-0'%D'-0"x 2 GL. - E 1 3/4• pIZEp ALW FiRQIP F 5 EXISTING VESTIBULE 02 FIF -4'X 10'-0' A -L B/A301 PAINT D GROLP O LA T ELEV JAMB DETAIL _ .403 SCALE 1 V7 - 1-0' Al UM. THRESHOLD SE;4;NT RDOOR SCHEDULE NOTES PRESSED ESSED STC. SLOPE EDGE OF FRAME ISLAS• MAX. I.PNM EXI'mm OF DOORS AND FRAE5, 6EWE a Nn 1,2 SLOPE. INSULATED TO MATCH E<TENIOR WALL G0.0R tXII LONE.PAD OR HM' DOOR Y PNM 0.I T0RENTAL SIDE ONLY A. OPENM6 FOR EXTERIOrt LANCED LY)ORS S1W.L NOT E1rLEED B 5 IM. LANDI�-SLOPE B. OFENIND FOFt5E FOR INI@tIOR HINGED CLtlRS SMALL 3-5/B•STEEL SND-- AWAY FwMRADOOR 9.11PJ.01V META.DOOR ANP FRAMES TO lE ItOULATED. NOT E%LE®5 M. INTO:15z J 1� I�'THRESHCiLD AX) 4 ALLM STOREFRONT FRAMES TO BE TERHALLY BROKEN,DOOR I SIGELI IL (GLASS TO BE -XmNAIED-TYP) SEALANT TOP I EDGE' 9 AND TH TEM E RNCAUY LEAPS `\\\\ AND W TH TEMPERED 6LA21NB IENO01 PANEL OR -!S5 N5I TG'PFA5,D�G H 12'OL. ` LONE.FOUNDATION WIALL 6 V�FIR RESISTIVE RAMR.ILTA11E0 LOCK LOOE�A� MTC,DOOR HOOD ID INT W/ENm LLO°JRES { EX PREFOPMA (PAINT W EXP, n.W SEALANT S RWT. i S1WZ0 STOP PAINT TO MATCH 3TK.fA 2•REIBRN BREAK I _ HARDWARE GROUPS: MTC.°1N#ORT WCASEMOT RbnC SHIM To s� SILL DETAIL—METAL DR. wnLL { - FETA.-MAIM.ROOM DOOR, HEAD FLASHI - 1 .403 SCALE: 1 v2' . T-0' �� (SAGER LEAF.KLMIN.MI STOREFRONT EXIT DOOR R ENTRANLB GROUP E (51N9LE LEAP-HOLLOW 6,41, I EPaW b . EachNixon.Fair IP N. BOTH 51DE5 - U INTERIOR HN3FF. 3 HOMES IUGiII41-MV-RV AND I HINGE HA&%-881191-3W H", 5 NIMH HABER-0BI2 IAP X 5TW(EIEC.WR TRNSFER AT MIVVLFJ 1 Gcxeet, ONE NI BST-RSL•x TO x SO(AL-/.BRASNE LEVERII EXTERIORBE1.OND DQE.FRAME Lloler. ONE B)LGN-4110 CIFi1H 6b ' ONE P)LLN-4M0(4110 AT OUT SKNBINS DMR) Kimplale. ONE N, TRIMKO. K0050-D446' KNFPIetc, OW U). TRFI KOESE-E x34• STOREFRONT - - - ENIt Control Devlin ONE E),VON44 OT%626 S.elKer TREE(3)MIMED 1224A-0 LylFax, ONE(I),BEST IFI2 PARTAL FRONT ELEV. T`°N°1°' axe(U' HGP-425-AL WaR[xaWerp. NGP-5050(HEAD t A10IM4) GROUP F (AU ost-I R-EXISTING V IEIAF) ALUM.THRESHOLD Vbxm PuleL LAMINATED SAFETY GL I66 _., WTTIN lAN�01F /, _ _ RM Sr16J11 ONE m. LSE 660-,13 EON Set W IND., 8 D00R HEAD & HOOD DETAIL KWWeeN ApAB�1E-SEE ELIFILAT1�e Kkkplabi iYm ry, STAINLEY STEEL �_ SLOPE EDGE OF GROUP R (SINGLE LEA'-HOLLOW METAL EXIT DOORS) C t1 ' ONE N-IXEYED TURBT."t BLANK) -BEST IE 14 A403 a.ALE 1 V2 . T-0• SLAB• MAX. EGN Door to Mmw 1,2 SLOPE. -ALUM 5TOREFRDINT C4NC.PAD OR. �0R HV9. 3 HINGES HABER-BBII91-2D-NAP(DOOR 21 ONLY) � -199JED FOR BP LANDING- SLOPE a.. OW B)LON-4110 CUSX M102 i AWAY FROM BIN Qntrol Qev4a, OIE fU, OBE%-KLDOSO X TRANSFORMER POOR 1/2' THRESHOLD HARDWARE LEGEND HAAT•PER PT MAW D1,AJJ GSINOer, TWO(2),BEST-IEl2 o4rE ecNAFKs t0 12 ThmFOola, ONE(I). NBP-425-AL (ADM) - ADAMS RITErl - ,i T7C/11l .IAMtl WeatxenVp� NSP-NOS (SAL) - BALDWIN (BST) - BEST (DTX) - FOLSE (FDL) - DETEX ADAM LO ii CONTINDIf ID EUNEiE ���� I/2'PREFORMED Ecaou> LINS IXIEWsoalb ONRUEb DOOR WiH CHAIN OPERATORI (IIHA61 - IVES SNR JOHNSON STUD NIOISC __ EXP. JT.W SEALANT 5�S F JrAnON WALL (IVES) - IVES I FarJbck-(BEST)110tY (CRANE LAWRENCE U NOTE, Lona ab DID"ae ke H1H dos IVp1NX BOIPXe aE ae a Eoa OLW - LGN ,NOTE, (LSE) - LULKNETILS SECURITY ENGINEERINS (MVQ - MLKINMET (Ni - NATIONAL E111ARD PRODLCT9 HUITF. 20tH 2830 - 118th AVE. \1 GROUP D II-ETK RLKET FENCE GATES) (PEM) - ,EMKO (MAL) - PEMKOQUALITY BELLEVV E. NA. 98004 SGI Gab opening Poll XNNE, (5(RToi- SRTONLKE CD TOLL FREE: 1-877-032-3350 AN)4 SILL DETAIL NON) - VON WPRIN FAX: (804) 832-3361 DOOR.AND H OH METAL FRAME- POOlock-(BEST 11BT22- (ZERO) - ZERO wSrR.giai.nconeultint.com REFER TO DOORMARDWARE .403 SCALE 1 Vz - T-0• NATE. LOP'EWIG eGi oro ro rateddura exiteate H1eH sIe°Vlwl wnvOGb. NsulrAHr f4ovkb fL•e rOt03 AaG+Gre at rates Goole o maKabO n f11e Door eNb011e. DOOR AND HOLLON M64A PRAME.- - - REFERTODOORMARDWARE -. SCOT USIXEMP. ��I1L.IIITI!ll 3/4"SWARE VERT. / v �{IT METAL MESH BALKING Ef".PNry WA11:L GT'N VIEW,ARL ' TALK WELD TO VERT. I SEE 5LHEDULE t/4"GAP RATE LONLRETE - FOR 512E _ FLOOR SLAB ' (F+y� Fy ERBENLY BREAKAWAY LEAFS cao/Ec�— LAMIMTED 5/,FEn SLABS TION SENSOR T(P. SILL .STOWI ONT F NM ; HOME DEPS STOREFRONT FRAME F ACCESSORIES p g iTOOL RENTAL s JAMb,1SILL/HEAD DETAIL "NTD VICE E i EXIT 'm" « CENTER .402 SCALE: 3' . T-0' -NI STONE M Hua:: \ IIBUUB.R. 96RUOIA PANKwc' KIOKPLATE / / TIOARD. OREGON / aNIWINa ITLL ROOM B DOOR SCHEDULES ROLLIN'S OVERHEAD PLLRITY 22°yx-1/4°9.5�i511 BAN�RATE DOOR TYPE$ Q DETAILS lI 5TL.DOOR O HOLLOW 14ETK © FENCE 6ATE5�- DRO?ROD M L AND LOCK O AttrOSLIDER (El(LEPT • DOOR NO. 3) _ AT EACH BA1E LEAF GLASS ODOR TLD., "TI_ HE L O F 51DIYITE NOTE, ML SEPT/O IS ��. ALL GATE AND FEWNS,MEMBERS INCLUDING NEW STASk EY "DIAMOND SERIES'2000 AUTOSLIMFM GHx'A .IDe w-. s TYPES YPES T5ALK E51 TO M PRIMED AND PAINTED. MICE ALTERNATE FOR STANLEY 'DIXI SERIES OF Tj020C t_� ` ' .403 NT.B. COLOR 0-ALK 9000 AUT05LtDERS DESIGN I PSI Ne. A403 BUP2002-Gu52E eGME BH t2 , I NOTICE. IF THE PRINT OR TYPE ON ANY III I�I�141 111111! IIi'�I1 I�I�I�I I�I�i T �7�II1 I�I�I�I I�I�I�I I�I�I I�'�I�I�I I�I�I l II�III III�I I�I�I�I I�I�i l ISI�I�I I�I�I I�I�I�I I�I 111�I�11�11 I�I�I�I'I�I I1, rT IMAGE IS NOT AS CLEAR AS THIS NOTICE, + � _ • l�l I Ja.,H� IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT t t S t tt t ' I t 1 1 �1 Y 9 uu uulmi mi6m milim miluu milim uulm mi m m mduu imlmi uiI uu�Iu6m uulim uuluu uduu uuluu uuhm uuluu mi m w m16u Im�ilw Wlilllli1111i11 �uiliN,II 30X �l drogin is am instrument of$*Nice and w,o.r,too 5. MATERIALS GENERA lo`115,.�ELLANl MA50NRY AC,61555ORIE5 DIVISION NO. 5 properly ofohnicron Consulting Group.Prime Consultant Ono COW,RETE MATt:RIAL5 .4)End each placement wfLh a"oodan Screed which shall not A Preformed Control Joint Gosli designed to fit cerised Professional of Record(*PR'),All;ofo-ou'an soc., DIVISION NO. 1 A. Portland Calmaint, ASTIM G-150,Type I or It. A. Coarse AgTogaLa A,I'M ir 33 standard sash blorl and to maintain lateral stability In 'an this drowing;s copyright material ond;s for se on the CiirENLIRAL PAT be removed until concrete sets Cor*Lructlon Joint Shall DIVISION NO. 7 DIMSION NO. 8 be full depth of slob to prevent 511 filiation wall;Size and configuration PM5 MEJAL FABRICATIONS coned project only information contained nere-n noy not no B. Hydrated Lima A5TM 6-201,Type 5, B. Light weight Aggror A5TM C33 jrl of corr3tc PART I ROUGH HARDHARE/MiSiCELLANEOUS,METALS THERMAL 4 2L-ZTuIRE PRQTEGTIe3h1 DOORS 11 P41NDO �sed or roproducedo anyway without written De-ss;.n illi 0160 MIAL RQoFI Ol toETAL DOORS It FRAMES pproved reproduct-aml of this drCwtAg shall Clear G. Ad .5; Prior to ploorl adjacant Slabs,50k,l Lne C,uLe,2 toot I Slot Seal Standard T015-31,5tArew-Sviddlew Rubber Provide brackets,Flange%anchiors,bent or otherwise I Metal panels,flmnincj,closures and accessories,as,required PART I - (SENERAL dres;grottd f.'rin names, I All legal and tol Iginagato Glean,well graded Sand or Screenings from crushed F )rowing$$no not be 2colea.the Contractor shall wer.ty cod _grophl 6l Information token G Fine aggregate, AST't , 13 edge of the existing Slab with a Gall brilijutzr tu prevent Cmplound. ASTM 1) 2000,Designation 2AA-505 custom abricated loolts,plates,hangars,dowels and for a complete JL`9 CrO Induced in this Section 1. Provide and install doors a,d FrOhi Complying with �c responsible to,all dimensions,dil and nievaVoris from survey by Hill Deltill Inc, Suite 500-5415 SH store,or blog,and shall Conform to A5TIM(-8cI1 for fire Go Jole t ate,Portland,OR T (1503)42q-2500 F: except that it Shall be graded within the FOIJOHIng limits, blwr,4 from the. screacill process from bonding to B Bond Brookr Strips: Asphalt-saturated organic roofing other frbcolloril Steal arid iron shcloeI5 required for 2.Shop Drawings Indw.ate Sizes,Shapes,thickness and types 5tcal Door Institute '"Cormyrianded Specifications*! �e,tinent to criecuting the work.Discleporic,es and var;ot;ons 4 1 of-2600. P Portland cement; A5TM 05-0,Jypc I or 11 (Flyash not existing Slab, felt Complying Hith ASTM 0 226, TLpa I (No. 15 asprialt Framing and suploorting woodwork Or metal fabrications of materials,finishes,Fallorleation details,anchors, i,hol to reported to the PR before*ark;$Penformed.in all 1.Fibs ing No. 4 Slave 100 % permitted). Felt). whIcht are not a part OF the Factory bull, modular Connections,expansion joints aid rotation to odjrxent work Standard Stool doors and frames (5pl-100) ,ose�ph*latest version of the contract document$shols n4 The bolls report Is !_ryl l5loo Fricinvers. 1504 5H .6) interior slabs,Shall be Cured NiV the ,orcrifred Ajrirx, Hoop Holes Round Plastic Tubing. Madium-dons III structure 2. Flints-Roted Door Assemblies literis fire-rated door a on-�le. fmo contractor shall ensure all previous Bridgeport Rodi I Pot-'land,00 47224, T; (503) polge"lare.3/15 inch outside diameter by 4 iry-has long 2. FabricoLo miscellaneous units to sizes,Shapes,and 3.Enginvorringi Calculations Submit calculations for each item - 2.Passing No. 8 Slave qO % E Hatal Clear and free from injurious amouri of oil, method,mxGept at,noted below. I assemblies are Indicated or required,provide fire-rated , *,one ore rnorked"Superseded"with reference to a profiles Indicated and required to recolve,adjacent or and Or-cessorg based on the parformonCe Standards door and Frome a5sembills that cumpli with NFRA&0 @vision njoi Ail work shall confoim to the current ioco b24-01214 F b2b-54140. All bite work to be o0d,alkali,organic or other deletarlous matter, 1) All in erlor slabs to be covered with resilient t1le, Ill in Quality fill6surance,�)ecticrn. 5 Juill Code.jurisdictional codes and local orainoi r,arreral out under LrIe cadvice and supervision OF 5oils 3 P0551ng No. 16 sieve lbo qO % other Construction retained by framing and Supports, 1 "Standard for Fire Doors and Aindoinis ,and have been melenal and foundation onginears. F. Admixtures Cora , tile or similar Itanis shall be cured i4th the P.Bulldlrq expansion joint, Manufacturers Standard wide Fabricate from structural Steal shapes,plates ard st"I 4.5offileiJas Submit three(3)12'square sample&of the tested, listed,and labeled in accordoni with A5TM E 3. All Stool strvclurab,Concrete and mati 4 Passing No. 30 sieve 35 10 * specified wet Cutting method. joint ei bars or welded Construction using mitered joints Far field sper-IFIed metal and Ill to be used as metal rocifing 152 "Standard Methods of Fire lasts of -)ocr REVISIONS ISSUES 5 Submit three(3)samples of snow guards Of Indicated on Assemblies" by Underiniriters Laboratory rer-onforIcing,Concrete, Strengths,froming and raduCing,retarding,and accelerating 10 All other interior Slabs Shall be Cured with Hot Curing I Material, Prefactorg cured Strip of biliGone Sealants Connection. Cut,drill end tap units to receive hardware drowIni along Hith manufacturer's design layout and foundation structural)dabign to Joe token from Structural 5 Passing No. 50 sieve 10-30 % oaniAvrob A5TM C4q4,"iols used at the method prior to being treated with Ashford Formula, adhe d to rectangular polywathane backer. Color. hangars and similar Items calrulatlons LO 51,01915LOIntlate performance. nationally recognized independent testing and Inspection dro"11.46, 1124 Tim Loo, PE, 2630 ilbth Avenue NE, Suite Conti-ILLor's )ption. I-Imc-ow. agency acceptable to outharitlets having jurisdiction. 200,ftlievue, AA q8004 T. (8-0) 632-3350 F (604) 15 Passing No 100 sieve 5 % B. All interior floor sial shall be finished as follows. 2 Mode: ardstic.Ali Joint Seal by Hillurn produrts, 3. Galvanizing For those Items Indicted for galvanizing, 6, Store materials off ground,under Cover Protect from 3. Manufacturer Subject to Compliance with requirements, b32-3351 2 Air antruiring admixtures A5TM 621l for Gill lnc,�,I-(&OO)-52I-95q4,Pon L-argomir. OPPI coating by the hot-dip process rorripitcr)ce damail or detal otion D. Metal cal beads shall be 215 gauge galvanized steel Hith air entrained Concrete. 1) Steel trowel Finish with electrically operated trowelling provide steel doors and frames big a current member of 4 MaChanical design and Specifications,by Rod Yooh,PE, 3 Fireman No 23. Hith?he Following requirements W, State Door institute (5DI). Sus 200, Bellevue, HA 015004 expansion flainge;No,4,No 60 or No bb,or as detailed machine with adjustable loodes not less than 45* In 4 Hot Sealant Suppled N manufacturer to corriplyl iotith A. A5TM A 152 for galvanizing Iron and steel 4 Fabricate exposed FmcF, OF doors from stretcher level TI WM)b52-3350 F: (604)652-3351 E Metal expansion Joints shall Do 26 gouge galvanized ft") Ith 3. Maximum chloride ion clue to admixtures shall not allannater. products spar tried in Section O-IqOO. Color to match hardware, I Performance 5tanclaras wrinmerclal quality cold rotted Carrion steal,Complying exceed 0.05%by Height 2)Minimum of three(3)trowellings required followed 64 Cured silicone strip B. A5TM A 123 for golvanizing both fabir"ted A.Hind Uplift The roof 59bLom manufacturer shall provide with ASTM A36b aryi A5T" A566. 5. Elactricol des:gn and specifications by Ivan Lee.,PE, -5�orblon Flangs;(No 15)No 40)for field;No 30 for Inblaer Carriers; hand trowelling to produce a perfectly Smooth gl000llice Lind unfolorIcated iron and steel products made an attachment Schedule wcyod by a Profossionof 5, Fabricate frames,reinforcement,edge Channels, louvers 2.630 116th Avenue NE,Suite 200,Ballevits, HA C18004 Or 05 detailed 5�LenglI Gontinuous,from top of footing to top of wait. T; W171)652-3350 r-. (604,1 632-3351 4 The addition OF r.cilclurn c.Intarlde Is not permitted surface F Joint Protection Board Closed Gall Expanded of uncoated rolled,pressed,and forged Engineer Icaread in this area the,work will be performed and moldings from either Cold rolled or Commercial b All work performed on this project to to be In sLrlct F Drip served moldings small re as manufactured bi�Fry Ragirst 5. Exterior Slabs,Holical Platforms,Stairs, Polyethylene locim " thick x 2'-0'wide x 74'-0" Shapes,plates,bars.and strip 0.02ciq InGh and supportincl co1cuicitions, to rest-A uplift loads as quality hot-rolled Carbon stool,(emptying with A57H accoractry-C with the Uniform building Cocie, (IcI1111)and Lorporation,Los Angeles CA Unit to be made of axtiJuded alurninum 5 Ali admixtures Small tre used In conformance with Aprons,Etc, colfripil with A5T P35-15- Teets AA, thick and heavier calwil usirq data lndlc�atcd on roof air I A366 and AS"M A56&(at fatricator's option). 0.050'thick(recocilzed)Clear coating. the manufacture'b recommenclationt, A All exterior stairs and sidewalks Shall receive a Ilght 4. Preparation for Shop Prfmlngi Prepare uncoated ferrous 6 Snow guard im.nilation(if Inalcat 6 Doors Shall be SIDI-100,GrUde Ill,extra wavy-oluty Denver, Building Cradle Amendments (Iqqq). The broom fifilor, 513,B,G,1),E,F and A_rjTT1 0-1010. (olor white otal surfaces to comply with minimum requirements ad on dro.in "inditici of the Building Permit cannot bef choll 67 Hater shall bar potable I Adhesive; As recommended by Manufacturer withstand applicatoo snow loading conditions to meet modl 3,mlnlmum lb gage lraces ­41thout written approval From " Author! 6. Admixture Compatibility Man air antraing B. All siall ox(aiel Stair's Ord Wdiswil shall 2 Model. Expand-O Foam 1360 Series,by Hilliams IndIcated for 551`6 Surface preparation specifications applicable Codes without shear or bond failure. 1. Frames shall be Jb goge ty! Having Jurlsoll(Alor, Ail work Is to conform to,or exceed the R Vapor barrier material shall be 6 mil polyethylene of 150 cepholt admixtures,Hater reducing adorl)(ItUrIS5,high relicalve a rough broorn Wlsti Products,Inc., 1-000)-521-45014. and arivronrilrontal exposure conditions Of Installed metal C lo i,flection shall riot exceed LY180. 6. Gop top of all doors with flush nirsotherproof Cap. minimum stork1draller of the A57H, local Municipal Evilding saturated felt range Hater radvclr.,3 admixtures and non-corrol EMBEDDED FLASHING MATERIALS q At exterior lor-otiol provide thermul-rated cleberniolles By-Lowb,Nork Plal Wotj and manufacturers of accelerating admixtures are used in ON comilolnotion. bordern Center Slab shall receive a madlurn broom finish A,Laminated Flashing Copper sheet of 3 oz Height per 5 Apel 4lop primer to uncoated surfacab of metal with loolyistyrCrIA Cr'POIgUrethants Core material supplied for this project,ac, applicable. it is )l LATH all proalu-1.5 Shall be from the,Soma manufacture or 0 All other exterior,sljt)5 shall receive the specified sq.ft.,bonded with asphalt between 2 layers of glms fiber folorIcatloril ej,(,.apt those with Ivanized finish,unless 10 Reinforce doors and frames to ro(eli,re, 51Llinface-appiled Incumbent on the contractor to Joe farrillor r-Afth the the Rady-MIx concrete producer shall Certify dissipating resin ciring compourre; C lot . otherwise Indicate Comply w3froquiraments of 6. Metal Roofing finish hardware per SPi 10-7 applicable building Codes. A. Salf-Furring golvorillad d1crriond metal loth 3 4 10 per Square gard. that they are compatible, I Application; Use where flas,tilng Is fully 6oncealed In 55P6-PAI "Paint AppliCction Specification No "Flor if Provide shop Coat of prime point on all exposed Surfaces I The Contractor shall oxforcibe proper precaution to Lap Metal Laith minimum )"an ends and 112'an edges. Attach b Non-51p,Finish masoning shop GaIntInig. A.Manufmturer� Of Steel door and Fromer surfmaer. ,varify dimensions shown on the draiwingb before laying Metal Loth I"along supports,stagger all varticzi laps A Maine airdLt0d by ArchlteGt of Rac.ord,make oil vxtal lor 13.AzIllmoblve For Ha5hings! Of type reLirimmencled by I 5parrIflad Manufacturer BW Steal Building Products out In4ork.and too, rail oribible licor any error resulting romps,curt)cuts and step treads and iandingis nor-511ppling manuffor turar. USA Inc 2141 Milwaukee"Jacorna,Hashlngtonqb421, DIVISION NO. 8 from nIfi failure to exercise Sill precoittlon. All 03345 CONCRETE FiNISHE oy alepticotion of abrasive cffegate owing concratis G.Available Products; Sub 11 t to Compliance with DIVISION NO. 6 or approved equal. Manufactures contact BrIon 6al r-horgelb to the work,not In conformorw-re with the I GOIRNM IREINFORGEME-NI PART finishing process. Sprinkle C61va aggregate by hand at requirarrientb,products 41t may be Incorporated In the kiQl2l) 4 ELASTIC, 1-800-441-24-N ALLMNUM hi 4 FRAME5 drawings,to be reviewed by the nonsultants prior tc A. K-Loth Corporation,Ill Carrier,for ri-Itter Ion ange5,9antrite the rate of not less than 1/4 11b.of ciggireapto per Hork Inc Jude,but are not linteal to, Q(2100 RQUOH GhRPEh 2.Approved Squat manufacturers. - GENERAL the axis"tion of the work welded Hire mash,2'x 2'angle for InLarlor angleS, I Furnish all labor,moterrialb,equipment arid services necessary 5quare, foot Sprinkle as soon as the freshlift placed concrete the following a RID-Roof Industries,Im.,510 Morrison Road I.SUMMARY Do not Scale crawing-ii Larger Scale clirowIngs take For the Gompime exposed Concrete finishes as herein. wIll support the Height of workman. Float Into Surface,and I "Galloper Fabil Arco Proaucts Inc. PART I -6ENERAL RD55VIlls, TN 3606b 1-bOO-8-1"062,or 2145 A Extent of aluminum doors rind rromas prec.calance, over smaller scalls drawings. B Tie Hire. Double annealed and galvanized conforTning to Type 1, trowel smooth 2. "Type FGG-Fabric.Crovisined Galloper, Phoenix Building I The)axtant of roul carpentry work 15 Indicated on Locust Ave,Rialto,CA 4123371.Manufacturers Is Indicated on drowlirigs and schadulas F15 GO-H-461,lb gauge PART 2 _ Producte, contact; Rick Dodge. Mointain ot all times on site, for reforery -PROPLIC,It? drawings and includes,but 15 not limited to, approved Building Permit drawings,posting Cards, C Colored Finish coat where applicable shall be factorii-mixed and I Lff�IN(for Interior bulldIng slobs and border)Carl 3 "Goppe-Fabric Fla5eirill Small Manufacturing Go,Inc, mbreldneous,wood framing,wood matters or blocking In atal Irv-., 555 Divided Drive 2.PERFORMANCE REQUIREMENT5 copies of all reports from the CIty/Gounty, Inspections, applied in Strict oxrordicinGe with manufacturer'ls printed lnetructions. 4 "(ark Coppe Fabric. Flashing,"York Mortufoctuting,Inc. and plywood Intli"City,GA 3026CI I-&OO-CI50-6533. A Thermal Movement: Provide SUItOM5 capable Of Curing of slobs Shall be per one of the methods stated below 2 All fire retardant treated Hood must hol all FR_5 rating Manulf"turab contact, Mark Lawson withilitandin thermal movements resulting From addenda, cic)rlflr-otlon drawings or, interim reports Do Color and texture to be as per approved Sample panel (per Home Depot Project Manager and Heather permitting). (flame Spread and Smoke Glovoiopment lees their 25)when not domoo c AEP-Spon 5100 East Grand Avenue,Dallas on ambient temperature range 7f 120 dog.F. ,a or mark approved Building Permit 0 Bondi Agent. 1horobond as manufactxca ey Ihoro System tested in roccorciarxlit,with A5TM F-b4,NFPA 255 or UL drawings. Maintain additional oat of drawings for Pro0s NeHark CA,or Hornole,III as morwiffor(twed by A Horn I) Hot Cure TX 75233,1-600-52 1-2raO3 5 Hinal Loading. Provide exterior assemblies capaloln notation lon site, Indicating all changes from the GO,Los Angeles CA a. as monvtor Wrad Max Katz Ell Co., 3 Ali fire retardant wood must meet interior rype A d.("lisle Engineered metals,PO.Box qbb of withstanding a uniform test pressure to met approved permit set for Ube by the consultants in 4b206 MA50NRY CLEANERS Stafford,TX T14cn-Ocibb. I-bOO-6601-4324 preparation of "record drawings"as required log that 6. PROPORTIONiW5 AND MIXIN6 Ro Box lbbb,IndlonalOO'15, DIVISION NO. 4 A.Sure Klean,No bOO detergent tY4 Pro SoCo,(tic.or requirements in ANPA 5tandard C-20 for lumber Ord a Fabrol,34411 Hopland Road,Lancaster,PA ocal IM r.onaltioni Client and the authorities having jurisdiction. .2) GhomIcal Cure(shall be applied at a minimum rate of one MMaNRY appruved equal when expressly approved fair Intended Use 11601 1-111-3q-7-2141 3 allALITY ASSURANCE tC.',All deviations from these dra"inil to be reviewed A Mortar for all coats shall consIbit of one volume of Portland gallon Par 200 5 r.) Q-4220 GONCRE TE 11A�QNKY_&U.5 by manufacturer of masonry 4 t-untiver 5tandards. t-11anufacture, lumber to comply HIth B Panel Designation. 12"x 1 1/2"screw down panel. A. histollarb Qualifications: Doors and framing shaN the Consultant Crontractor 15 to keep a Hritter record Cement to not loob than 3 or more than 4 volumes of damp, loose PART I - 6ENERAIL units and mortars being cleared. P5 20 Anneircon 5oftwood Lumber Standard'Ord with I Parels be lnbtclled Jog a firm that has not lass than 5-years or all changeb NotIf9 the Consultant immealotel of only aggregate a "Ashford Chemical Gure"as manufactured by Curecretre SUMMARY MA50NRY r3LOC.K INSULATION applicable grading rules for inspection agonclas cartiflaud a Bell Mel successful experience in the installation of sotamb proposed charges in the work,and do not proceed ll Hydratd lime,hydrated lime ptittly,or 61oll lime foutty mi b,9 Cheml Carrier",Springville,UT. Phone IbOO)qqb_5b64. X This Section includes the followltill I Two componat Foom-n-Place Therynal Insulation N AmarIcar,1-umbeir Standards Committee's(AL SO I Material Steel sirrillor to those required ioilth changes until reviewed arid deksmad occapl,obile added ab a plasticizing agent,lout the amount used Shall not exceed 1 Concrete unit masonry by Tailored Chemical Products, Inc. "Care FIJI 500" 5, broom Stamps, Factory-mark cach pie-cc of lumber kth 2.Manufacturing Standard A5TM A-446 Grade C. PART 2 - PRODUCTS on completion of work,return approved Perinrlt 10%by weight nor more than 25%by volume of the cement used. 2. (joar 5aa&r roar 9nib Clear,(olorleb5,odouriest, E3.Products Installed but not furnished under Lhl5 5loction 2.Surface burning Characteristics; Max.Flame Spread, Board of Ravirsoc 3.Minimum yield Strength! 40000 psi. 1.MANUFACTURERS drailoolngis together with marrikeird-4,lier bite oat to the 6, ti�oburomantb of Ingredients shall be ck;curafte andI succ.asoivc (I a no harnsh Solvent oJour),non-tox1c,non-fiammoble, Include the followil Smoke developed and fuel contributed of 25,10 and 0 grodis stomp of inspection agency evidencing 4 Thickness 24 gauge LIND Triple Von criteria A �-Iarkrfocturori Subject to Compliance with requirements, C,onsultont, Clearly noting any addltlonol information to Oatchas proportioned exactly alike, Mix aggregate,com-tnt and non-CombustIble,scuff and slip resistant floo,-Coating specifically I Stool linLele and miscellaneous Steal Fromes, respectively corriollancer nith grading rule requirement and identifying 5 Protective coating. Zincolume ASTM A-1012-b3l provide products Of ft following, fully Clel5cr(t)a building as-buft other ding Ingredients until tine mass it.uniform In color and homogenous designed for Interior onal exterior concrato(floor)slab surfaces 2.Hood noilem,arx,blocking Wilt Into unit masonry 3 Thermal Vall R of 4 37An minlum at 15 F qroding agancy,i:3raole,spar less,moisture r ontent at time 6.Protective components by Height kanirea Gomp",It.;, Fri-Fato 450 r frame it. All materialb shall be noH and hove the quality and before adding Hater, Determine the quantity Of water necessary where scheduled. ApplU beater in one(1)coof,to boa(poro5ity 3'Sealants In Masonry Construction joints. rear to"rature,par AbTM(,ITT b 6rode; Standard grade light framing lic, lumber of any a Zinc. � 45% with 350 he"well doors proper proportions Ratemperiniq OF mortar Hill not be attained of Concrete floor at a b. Aluminum Allog - 55% 2 MATERIALS grade Specified No Seconds,off gioaclas or materials for the desired Consistency by trial,and thereafter model in 4 Hollow metal frames in unit masonry openings 4 1,1olsture Absorlotor Not more than 3% of surfacing,and mill, 1.Protective coating thriskno5s I q rolls A Comply with A5TM 0 221 for extrusion Lmid A5TM 13 204 not meeting tolerance specifications "m die, accreptoof rate as recommaided by the manufacturer 5 Pointin2 5.0onsity: 0.8 lb/cu.ft species or board 51Ze lumber as required. No 3 In the finished "ark. P Mix In brindeng agent per r-aritillocturer'b printed Inbtiructions, to produce a consistent Smooth,wet-lovic.shine to the approval SUBMITTAL 6 Install foorn-In-place Insulation f,om Interior prior Common or Standard grada boards par ACLIB or a.Configuration For Sheet or plate I;,,Sprinkler Preslign Engineer shall follow the performance of the Consultant. A.General Submit praluct data material cartillwtv5 to installation of interior finish work;corriely with HHPA rules or No.3 boards per 5PI5 rulab. 1.Pattem. corrugated B.Fasteners Provide Fo5taner-5 of aluminum or Stainless requirefferrill.6 as,outlined by the fire protection Cl. INSPECTION Approved product to be "Ashford Formula'as manufactured Signed N mainufacLurer and contractor Certifying that manufacturers "Stallation5, Remove excess foom and plug 2.Corral tar spac.Ing 7 2(inches o e steal. engineer. Sprinkler Design Engineer shall be A. Make a detailed inspection 0 oJI areas and Surfaces to be by Gurecratis Chemical 6orrIF"g,Springville,Utah each mate 'at Complies with requirements for each holes with mortar and strike Flush 1. Construction Panel Standards Comply with P5 I "U,5. 3.Corrucption height: 1 112" Inches G Goncrate/Mlisonry Inserts Provide concrete and responsible for coordinating with the General enclosed or covered by the work of this cieclon,arid make Phone: (bDO)qLJ&-56bA different masonry unit,accessory,and other Product Standard for Construction and Industrial 4.Nominal ponal ioldth: 36 Inchot, masonry Inserts fabricated From cast-iron, manufactured products Pl9wood' for P14HOOd Panels and,for products not 5.Panel Length as shown or drawings. malleable rom,or hot-dip galvanized steel compligIng Gontroctor the drawings old Specifications required N arrangements,for satisfactoriii Correction of all al B PART 3 - EXECUTION manufactured under P5 I provisions,with American the jurisdiction In which the work Is to be undertaken workmarship,or materials t1hat might affect the Nork herein EART 3 -_f Certlflcatas for Fire-Rated Masonry Units ASTM Eliq C.Exterior and interior color/finish, with A5rM A 35b. and For olotariming required approvals and permits. 6 Test Certificates for each" of Masorry Limit sp--(fted DELIVERY,STORAGE AND HANPIL IN6 Plywood Association tAPA) "Performance Standard arid 1.Point C. 3 COMPONENTS 1�3.5prinicler system Shop drawings to be reviewed by the 10. LATH INSTALLATION A Deliver mosonry materials to project In undamaged Policies for Struictural-Lise Parel5",Form No.E445. fire protection engineer 0 Submit data indIr-at.ingi proportio-i or property condition. 1, Inspect all existing Surfaces and conditions prepared 64 other. - A5TM C,140 a) Preffirrished LIII9 Nubelor T-50fatl orange A StIle-ond-Rall Type Aluminum Doomr prior to submission for 6. 'rodemark: Factory-mork each construction panel with Formula No blil Book No R4 1-32 1 Frame. Provide tubular frame members Sprinkler permit. A. Vortil Surfaces, Nols must have a minimum penetration of before(orrimancing work and report defects in Writing to the, bip,304otiorb used Fell-each type of mortcr Including B.Store and handle moscirry in ff the ground,under A t 2 Doors shall be "Medium Style"design, 5/4"Into the support unless otherwise required big code Nalls Gonsultant Commancoment of work Indicates acceptarv-is OF r.over,and in a dry location f, prevent ther deterioration PA trademark evidencing compliance with grade wl IT printer e23LI44. 14,Rated separotlon well 15 are to be Constructe for their "ElpecIfIcatlons for Masonry Sitructures,.except as modified v).Alternate Manufacturer! Prefinishad Valsiocir with 3-1/;2*oilde vertical Styles full height as a continuous fire reslbtive separotlon as to be corrosion resistant c7toples of 14 cial galvanized wire, Surface and jot?conditions. colorino admixtu,& or damage die to moisture, q APA Par-Formome-Rated Ponli More ronstriction 'Floropon 5ofaty Oratil olor number 434A51 3 prescribed in the dralwings 1-1/4' long and 3/4"wide may be used L I TY A 5SAJ F<A N C,E temperature rhanga,;,contaminants,corrosiol and othar requirements, and top rail,amid 10"wicks bottom rail, t5.Shop drawings for all pru-manutortured building 2 Finishes On Formed 5urfail Causes. IF units become west,do not place until units arc panels kill be used for concealed types of applicatorms, 2.Amite fal backer Coct 2*thick,Kowniser Model $0350 heavy Halt door. c.ornporrents,and as notiold! in the drowInge, and B. Horizontal arlid Sloping 5urfor-eb. Notts to be golvanizeJ 11 ciouge, A Common Finish, A.Unit Masonry Standard, Comply with ALI 530.1116 In an air-dried provide APA Performance-Rated Panels Gamplging Hith 3.Corrutgatl;;Ulglit 1-1/2" Inches 3.Glazlingi FabrIcate doors to foc.111tate 1-1/2' long,barbed i-ilth Ill head unless otherwise required by herein. condition, grade doSIgmOtIOn.Span rating,OXP05ura durability 4 All other colors; Review drawings for tHo and replacement of Gloss without disassembly of speciFicotions,t2re to be prepared by a Professional code All nalfs must be 'driven home". Staples OF 14 gauge I) Common Finish Small be produced N Filling smoothly all tie PROJECT CONDITIONS Csedge data))(whars applicable)and and one Sided kyncon-500 coatings.For one Stiles or rails Provide snap-on extruded Engineer(Pfj licensed In "Jurisdiction in which the holes,honagcomb and other depressions,knocking OFF and B.Preblerided mortar, All comantitious motterials and thickness sided prefinshad motals,uncoated Side Shall aluminum glazing Stops,with exterior Stops galvanized wire,1-318" long and 3/4"wide may Joe usisel agate shall be blended III the Factory under controlled A,Stoln Prevention. Prevent grout,mortr,and 5oll From be base on EJOP standard Icolors,unless otherwise anchored for non-reme"al. work Is to be undarLoill Shop drowinge,are to be removing burm and form marks ogqr stairinq the fara OF masonry to be loft exposed or pointed 10, Pl4wOOd Backing POM15: For mounting aloctiolcal or Submitted to the Consultant for review prior to Conditions,and the,mix shall noted 4.FABRICATION monufaictural. Follow up field review/oboarvotiono, It. METAL TRIM Common finish Shall be confined to concrete surfaces which only require the addition or water at the jobsIte Remove lrmrnedlateIg Ong to lophoner a ant,provide pl9wood panels with grade -4r to A Mare stucco temlnotft against dissimilar materials,"tail Casing will be covered by other Construction and which will not be C Mortar Mix Design. The Independent testing laboratory masonry. In thl(knoss indicated,or,if not otherwise indicated,not hardware and necessary for parforrvance requirements. rop,,)rts ore to be submitted to the Consultarl or, grout,morLor and soil that Come In Coil Hith such d@5lgmOtIon,TrA G-V PLUGI3*0 INT Hith exterior glue, A.Ranforr rit3. Install reinforcing as required for Occuporl A coply of the approved shop drawings Is beads,provide continuolis Caulk. vIbble vih;ass otherwise noted by Architect of Record, shall Lost the proposed design mortar mixes for each hple B Postancros. Conceal fasteners wherever possible. to t3a provided at the and of the job for inclusion in of mortar to be used. LAY1146 MA50NRr Iiii less than 23/32" r4. AGCIE55ORIE5 5 Install exponbk)n joints in the stucco field as indicated,or,where D�Loordination, Review Installation procedures arid A.Masonry walls have beer.desig*ad tr Storm artiCally as A.Flashing; All Flashing Connected to metal roof system A. Finish Aluminum Assoclotlort Close 11 M12C22A31 the record set Submission. 5 Rubbed Finish 5.FIN191E -6 6ontractor to provide ArCInItect, with colour samples of not Indicated,Install joints to creatis panels no larger than 144 sq. 1) Exposed concrete Surfaces dabi,3noted riw the ArGhitert wordinate with other work that trust be Integrated with simple Spars from floor to roof arvi arc dependent upon shall re provided of soma gauge and finish 05 cloor anodized finish with a minimum coating of 4211 Interior and exterior Finishes For review,prior to feat HJIJh no dimension exceeding 113 feet or a length to width OF Ralrord Including booms,columns,extarlur ristaining mosioninil the Completed DIVISION NO. 7 adjoining pawls. 0.4 roll thickness.Dork bronze Close 1.0.1 mil Installation of material, ratio of 2-1/2 to I walls one soffits OF SLOW tldb shall rerelve rubbed Finish roof Structure,metal roof cleck,and creTtLion of all THERMAL 4 MOISTURE PROTECTiO B.Fasteners! %lificiant Fasteners shall be provided OF the thickness K2022A44 Finish only if indicated 17.Specifications lersued for architectural,Structural, C. Fo5tan metal trim by wire-toling or nolling depending on the type, Immediately after removal OF forms,to produce a fInl5h A. IMIAC - International Mchoning Industry All-Heather onafsorryi walls For Stability and for resistance to 41nd and (71920 ROOF 4 DECK IN5UL6T1QN 540,type and hold"strength required for proper on drowlngs. rimechanic,ol,fire proterron,r iv I cond electrical designs satisfactory to the Architect of Record Council Recommended Pral and 60cle 5pecill'ications sel Forces The SUMMARY. erection according to manufacturer's Standards and are i be taken In conjunetion with,and formi on Intaigninil style Ord back-up collateral fratral for Gold keathor Masonry Control Is solah responsible for providing all necessary angimarring requirements Color on fasteners Shall part of,the rontr,3ct Documents, D. Man used with metal loth,wire ties Must be used. Install trim C Floated Finish; A.Hork Included: Interior liner Fobi Support Strapping, PART 3 - EXEGUITION Construction bracing as raquim:.For Construction loads,for stability, fastorelm,54salant,thermal break materials and thermal matCh panel eolor. 1.IN5TALLATION with ottachemert only to the edges of abutting Sheets or loth, J Attar the concrete hal been plcv-ed,consolidated,struck E3. IMIAG - International Masonry All-Heather �oul and for resistome to Insulation of the appropriate I Fasteners Shall be 7AC"screws by Corstrvetion A.Comply with mainufaictirer's Instructions aid recarrionL;nGlattlorts so ine loth Is not uontlnuovs or tied orross the joint off,and leveled,the concrete shall not be Harked further Recommended Practices onci Crude Specifications For Hot wind and saishile.forces until the entire structure is Fasteners and/or W-'%05 sell-drilling Stainless Steel Until ready for flocitil Floating with a hand Float or with Heather 1`1,75oritn4 type to Insulate the roof to the full designed R-volul Installation, complete. The 5harin shall riot reI9 on any moment screws.Both types shall have self scaling washers. B.Adjust operating hardware to function properly,for,smooth DIVISION NO. 2 a bladed power trol equipped with floot shoes,or with Constructli-n. resistance capacity a? QUAL11-Y A55URANCEI 3ITE CON5ES&TIO the i5crewilolo5lrar sy5te-ri shall be used for entire roof operation without blindirg,and for Closure. a powered dlb(, flout shall begin Hhan the Hater Shall footings. A.Provide materials In original manufacturor packages Fastening C.Glean the Completed system,Inside arld out,promptly after 02020 QRMMFN AL E9NQISQ has disappeared and when surface has stiffened 13.Masonry grouting to be done in no mi than 4' together with dotalled instructions and shop drawings C.Contour Closure: At top of the roof ponals provide Installation,exercising Core to avold darmage to cootti 12.STUC/-O APPI-Ir-ATION surfic-lently to parmIt the operation, PAR 1 2 - PRODUCTS ifts.-No hightliFt grouting �plcol of the) installation. Materials rubber contotur closure.Rubber Closures Shall be Fill I - GENERAL CONCRETE MASONRY UN175 small be inspected for damage,proper sizes and quantities composeld of closed cAll block Synthetic rubber, A Appl-j scrolch coat over tri loth with N FfILlent F-essures So tho� .2)During or after the first Floating,plowness of surface A Provide Special shapes where Indicated for lintals, upon dellvery and stored In a dry,secure monner. furnished with coulk tape for top and bottom for field DIVISION NO. 8 I 5vl all labour,tools,Services Ord aqwiprinel and provide It Is shoved Lhr(-4 the mut4al nelriforcoment,against the backing Shall be cheekad with a 10-ft.straightedge Oppled at corners,jormI sash,control_1iInt5,headers,bonding,and CONCRETE PROPORTIONS B.All exposed ts of the.system shall have Flame application. DOOE?5 4 AINDOH5 all products and materials required to completa ornamental to Form Full "and to anted"mielately the reinforcement Apel not lest)than two different angles. All hlcfi spots shall be other special conditions. A. The specified Compressive strength of the cory.rate,f for spread of 2 or loss and smoke developed value of 50 or forcing work in ac/.ordol a with the Contract Documents, r 0 6,ciulkliri Field applied mainufacturar's recommended 0&330 COILING DOORS 4 ORII 1-f--2 to an approximate Lhickness of 3/8" From the face of Ura backing cut down and all low spots flied during this procedure to Provide squorts-iscil units For out5ido ourrefrom aoich portion of the structura shall be as Designated on the "Giant. (FIRE RATED OVERHEAD DOOR) 2 Submit force cortstintirtlon plan layout Ord altwil Shop drionincJs Scratch to provide bond for Succeeding coot. Cure,with water for produce a Surfac within the specified Lolerance B.51zei Gomplg with A5TM 5pe-Irications for concratts drawings.Strength raquirerrien's shall be based on 28-day 6 Vapor barrier fcibrlr-shall be Opaque Hi or Colored E. Snow guards (if indicated on drow;ngs Model #15 as millininturn of 12 hours PART I - GENERAL tar ornamentof forldnei throughout The blob shall than be refloated immediately masoning units. Nominal Face dimensions 12'x lb". rompres5tvis,strength. Haven ReInForced Polyethylene with extrusion-weldeal Seams manufactured, by Zaleski Snow Guards, Ire., 11 Alden 1, Provide call overhead door 05 0 Complete unit B. AopIg brown coot not sooner than 12 hours after-the application to a uniform sandy texture. C.Exposed Facs(Exterior Masonry); Manufacturers fabricated In one place., Street, Now Britain, CT 06053, (860)-225-1814. produced by one manufacturer,including Frames, at ft scral root Dampen scratch root evenly to obtain uniform standard gray color cind Smooth Face texture,unless 8 Concrete exposed to weather shall be afr-entrolned.Air to fit riot loss than the Full bi length by the width OF Snowguards shall be supplied without the backer, self- Sections,brackets,guldels,UrOCe5,coviterbolol PART 2 auction. Appi "a an approximate thickness Of 3/19'.Bring Troweled Finish otherwise Indicated. Content shall Car bftwoon 4 and J5 percent. the building. All Field seams must Car sedled with vapor adhering film. Adhesive shall be Eyer3sol Surebond machanISIT15,hardware,operators and Insta!lotirn barrier lop scolarrit. Color to S8_190. be selected from manufacturers standard colors, Fwt-9 Fir Ishes: 2. Furnish overread door by Cookson Gompang or Ec�. il 3 to dimenslone jnd details rough,ready to receive finish coat. Curtis HIth Hater for minfroirr OF It Shall next be power troHalad using now blade.5 an 6rode N,1gicat 1, comprotable strength,t �500 p5l min. Hoter-radvong ;dmixture is used. Surfaces requiring only Field touch ul Kyncr 5W. 1. Norl-corro5va modular picket Frenciric Surface to a?Z,even surfal N floating or roddIng and leave 1) The 5urface shall first be Float-fintshad ns sper tried above D Hollow Loact-Bectring Concrete Masonry Units; A5TM C010 6 Slump OF cork:rete shall not exceed 4"unless at high range drcaswes,to Suit Openings and hood room allowable. Inclic,olund on One dnal4lirill constructed of galvanized steel, I dogs trowalill,and finally hand troweled. Block to Conform to UL Assembly LX404,6-3 ClosslIFICIation Cearsis Aggregate! PRODUCT5: The door Curtain shall be constructed of interconnected fac.tory folaricatcal 1:4 means of welding Into panels 05 per strip steel slate conforming to ASTM A-526 The Gurt4in C. Mere lndlrated over concrete or masonry. The Contractor with Letter of Mosol Certification requirco ff,orn Contractor. A.Simple saver Insulation system manuFactured Ill Thermal 10 FINISH slat Shall be a No,5,2-1/4'high by 5/5'deep flat slot dra"Ings detoll� ovid complete with, the Input and review of the Arcriltristet ml apply brown Coat .2)The first troweling after power floating Shall produce a Net area Compressive strength 2C)OO psi minimum I 51obs-on-grode at the BuIldIng shall have witurse,aggregate Design,Inc. Contact: Robert Jargons. PHONE! WO) 1.Install metal roofing and ocrisswics In orcordonce with as designated N the Cookson Company. directly over ronrinete or mosontiol propor Veined 05"GIR601 above smooth burial which is relatively Free OF defects but average compressive strength. complying with A5TM G-33 except that the 1-1/2",1", 255-0`77b,with Insulation approved shop drawings and manufacturer's printed 4. Finish. Hot dipped galvanized 6-oO cootlng Consistent I) fr,7red 1&0"Swirl Gloom and gates as shown end detailed, Masonry Joints shall be struck flush and not tooled to a wilLove which may still show some trowel marks. Additional Compresive strarighth f � 1500 psi mill, 3/4',(12',3/L3',No.4,No 5,No.16,Mo 30 and No.50 R-Volue OF 3b. ROOF system-%hall be a double layer Instructions. with A5TM A-525 and boncerizod coating for prime coat onal as per the door schad,fle,witlini orovIsions for hardHore, sur-Face Domplen Surface -liverig to obtain uniform suction Apply to troweling Shall be done)by hand after the 5urFoGo has stem(8" lower and 4"upper layer). The 4'upper layer 2. Isolate dissimilar materials N separating with bituminous adhaglon. Field point both Sides a-%par the hardware b,,Irwdvlls on approximate thickness of 3ILY', Bring surfal to a true,even hardened sufficiently. 2.Height GIG15511"Iration: C-3 lightweight. slaves shall rotain a minimum oF&%arid a maximum of s oil be draped over the top INSTALLATION 5. The bottom bar shall Consist of two I/Il steel angles Surface by Floating or roddIng,and leave rough roaditi to receive 3.Agairogoto: A5TM G33. IM6 of the combined Councils and Fine oggregote with the OF the Steal stru(tura to form a thermal break, polnt or Caulking topic Protect preffinished surfaces From mechanically joined together and shall include the Cookson 2) post top Clow s or cops finish Coot. Cure for I days by keeping moist. .3) The final troinleffrig shall be done whon a ringing sound 15 E Ccinrrete Building Brltek� A5TM C-55 and as follows exception of the Coarsest(1-112")ond finest 04o5O) ornago or disFIlgiration safety call system.The finish on the bottom bar shall be produced as tine trowel is moved over,the&LrFaca. The I Limit Gomprobsive Strength, 3500 psi aggregate which OF may retain less. 6,Steal Straps. b kal tempered,high-tansle strength At Completion of work,touch up minor Scratches to o 3) tompar-proor site connection hardware,and non-rorrollive D� Apply finish Loat not ser,rior than'I days after the application of surface shall be thoroughly ccn5ollaoted by the hand steel,galvanized,primed and pointed a selected prefini5hed surfaces to the 5otisFaction of the Project (1)coat of onza,rust-inhibiting prime point. fasteners for Securing posts to the precading coat Before applying,dampen the Surface of the troweling operations. 2.Height Classification. Niormial Height 2 Short tic size no 57 or farger for Off founclation5,t(It-19 Standard color. Minimum size .015 x 3/4'. 6. The gull she.((consist of 3 steel angles boItad4 preceding coat evenly to obtain uniform suctic-,. The UnIckn ms 3.&ode N,Type I Manager. Fasteners! 412 x 3/4"plated TEK 2 Screws up to 1/4' Replace panels damaged or Stained during crection. together Kith 31b"fostanem to form a rhonnol For the 4) sc(.urftg meallit 0.0123"SHP x 2.10"LAID X OD46'thick of the finish Coat shall be sufFIcent to soced the texture tpoicifled, -4) The finished Surface shall be essentially free OF trowel MMTAR AND GROUT MATERIALS, panels and concrote not otherwise noted. C_ thick,#12 x 1 1/4"plated TEK 4 screws for heavier gaucir, curtaln to trovel. The wall angle portion Shall be x 0.51 los/sq,ft regular expanded flat diamond metal but in no cll loss than 1/6",and the total thickness of the stucco marks,uniform In texture end appeinanco and shall be A Mortal Portland cement-lime mix cornielging with Al MORTAR BEDDIN�G Ail[) JOINTINO Steal up to 3/6'thick. Color continuous arid fastened to the surrounding Structure golvarilzed and pointed Carbon steel mosh(or aqjIN31ant shall be at least " from the face OF the txxklng. Avoid excl flat and level to within the Specified tolerances. On 6210 Type 5 A.Lciy hollow Concrete masonry units c! Followst to match selected standard colors. with minimum 1/2'fasteners.The finish on the guld, angles shall be(1)root of bronze rust-InhIbItIng prime aluminum mash for Separate Price)to A5TM F1261. LroHnIfinci. Man :%iging the finish,plan work so that the entire surface�', Intended to support ffoor eoverinqs,any 1.Color! Standard 6way 1.Hith Full mortar covarage on horizontal and vertical face D Liner Pool Porm riot( i shall be 025 9fains/hr - DIVISION NO. 7 point Provide appropriate pref-approved fasteners tor tici weld) "rill ron be Comple d at cie Lime to eliminate,joining marks. If not deFeGli.s.of Sufficient magnitude to bhow through the B.Grout fill for Unit Masonry, Comply with A5TM C 416. shells, Sq feet based on ZPE c1b,procedurcs B for Fixing mash to froncing members pr,(,tical,use a earner,door or Hindow as a breaking point Texture floor covering shall be removed by grind". Use cyout of consl,.tancy(fine or Coarse)at time of 2 Bad webs In mortor In starting course on frootIngs end In T&Rt��t M015DA;illE PROTECTION 1. The brackts shall be constructed OF steel not lees than and(,,olor of finish coat shall match approved sample. rinish to b& placement that Hill cOmP(6tcI4 all rourses of plains,colul and pilasters,and where E.Sealant! Extruded fost-tock,solvent-based vapor i NT QAULKING, 4 5EAL5 114'thick and shall be bolted to tho wall angle with NOV ASM.15-16F mesh by Alaboma Metal Industries Corporation match(,enter - where applicable or verify with Architect. E. Light Broom F-InIsh, fill spor.f Intended to receive grout Provide grout at barrier sealant,syrithatic,rubber adhesive and/or pre"sure rroltrum 112'fasteners. The finish on the wall brockets 115SUED FOR Elp (AMIGO)or other pre-cipproved alternates concrete masonry unit bond blooms, Intels,and re(nForrad adjacent to calls or sensitive 3/4"wide by 1132" thick PART I GENERAL shall be(1)coot of bronze-Inhlblting prime point, 01102 13 CURING 1) The surface shall first be trowel-finished as specified cavities to be filled with grout extruded vapor barrier sealant N Thermal Design,Inc. 1. Joint sealers shall inelude,but not be limited to, a. All gears shall be cerst Iron with teeth cost from machine DATE REMARKS calls with reinForcing 3.For Starting course on footings whore calls are not horizontal control joints In concrete Floor slabs;perimeter NO. 5) electrostatically applied,tinermallif I'voted blal polyester above. Immediately after final troweling,It shall be barb Ord embedded plates. grouted,spread out full mortar bad Including drool under F. Insulation, 1`11Aargloss,blanket or Batt insulation mbctlrg of doors and other Fronted Hall openings; cut patterns Tniii,pInIon gear shall not be !ass than 3"pItCh powder coating factory applied to cleaned and clegro-ased A. ��Sepl each coot of �,t_co damp for at least 12 hours(brown coot given a light transverse textilre by dratiol a broom 1.Gomprogsiva,Strength, 200C p,I minimum at 28 dogs,as C,3 1 Is Federal 5parificatlons HH-1-556B,Form E3 Type I or baddirl Sealant for Slits,tfreshold5,flarge5 and 91milar diameter. The gear ratior shall be desigmed too maximum me�oi surfoces I days)after oFr,&crhon.Moistening of each coot shall begin as Soon across Line Surface. determined in occordonce.with the provisions of AS,`M 1 4.Por fire rated Hulls,full mortal,Coverage on horizonta; or !nsulatloo recommanded N Items;general sealant applitations where HatrtIght or effort of not more their 30 pounds. as the Stucco has hurdened sufficiently so cis not to be injured. 10101 vartilcol face shells and Hill system manufacturer and approved Ing the AranItect of Hedithertlynt Scaling 15 required;and firesLopel where Cl. The barrel shall be Stool tubing of not less than 4" in PAL;Z.T 3 - EXEG�ULIQN Applq water in a fine fog sprol Avoid sookinq the Hot( Apply onlg F Medium Broom Finish: 2 Slump. 8 inches,minimum;10 inches,mxlmum;taken 5.The anittlent temperature of the materials in context -R Hangers It roof piteh is required at Floor,wall end roof penetrations. Do not diameter. Oil tampered torsion springs shall bet capable Record. Hangars shall be Fast as much water cis can be readily absorbed.Protect Stucco from J The surfacts shall first be trowel-finished ob Specified In accordance HIth A5TM G 143. with the mortar,Shot Joe 40 dergreas F. over 4 in 12 Ins'211 sealants under wet or freezing conditions or when OF correctly counter balancing the weight of the clirtaln 1. Provide ornamental fencing with doors and gates cis.shown. maven and excessive oilvaporatlon during hot,dry weather and also above, Immediately after final troweling,it shall be 3.Use Fine grout in grout spai less then 2 fthes,('50 b.Lay solid LrIck-sIzed masonry units with completely filled tannowortures ore not recommended by anufactured The barrel shall be designed to limit the maximurn Install In accordance with the manufforturar's recorwandotlors, From strong blosts OF wind given a medium transverse texture by drawing a broom mm)in horl�orlt.il dimension. load and head joints;Witter ends with sufficient mortar to EXECUTION- 2. Hhare joint Hidth 15 affected by arriblent temperature deflection to 03"per foot of opening width The Springs across the surfal 4.Use Coal grout in grout spacli;s 2 Inches(50 ni or Fill hood joints and A install steal strap-, In pattern and spacing shown on varkitlol Install Social only when tromperatures,arc shall be adjusted by means OF an exterior"heel. The and drawing details Provide concrete Curl ey,.apt at doors 14. PATCHING more In least horizontal dimension. shop drawings, Install Straps in tension Immediately below firibirl on the barrel shall be one(1)coat OF bronze and gates. 6 Rough 31roorn Finish C..Mixing Grout shove Into place Do not slush head joints. boom,. Position vapor barrier In lower third of temperature range recommended priffmc point, 2� Erftt posts complete 40 all necessary fittings,braces end A Stucco containing cracks,lollstars,pits or discoloration will not 1.Wix grout In accordance Hlth A5TM C,416, Do not use B.Joint roofing Tool all expose(i ju;,t5 slightly concave on strap platform. Fasteners are installed From bottorn sealant manufacturer. 10. -Irks hood shall be Fabricated from 24 gauge galvanized Stretchers. Set main posts in comrste as detailed. be acceptable Remove Such stucco and replace HIth stucco 1) Immedlati after the concrete has received a float ant(-fraeze compouril to lower the freezing point OF grout. ("Ll"grooved joints)unless otherwise Indicated. side of strap purlins. 3. Exterior joints not subject to seismic movement In stL (and shall be formed to fit the curvature of the conforming to the requirements of this Spet1fication Patching Finish as Specified above,It shall be given a coci 2.Add ON Clean ater at the site 1.Flush Joints, Joints in mobonry to el;l finish work of 13 Insulotlon shall be placed on vapor, liner system. vertical and horizontal surfaces Also Includes Interior brackets. The hood shall be corrugated avery I*along 3 Install securttyi mesh fixed to inside of fencing diria 90tes Ls,Ing Inherntl4 defective work will be permitted only when approved trrnsverse scorad texture by Growing a broom or 3.Manufailier's(wertificate, Crtify that products meet or trades other than painting shall be Struck flush, Insulation Cavity is to be filled to MIMIM17.8 probability of joints I concrete tilt-up cmd concrete mosonq unit the curvature for the entire length of the hood. SUITE 201, 2630 1 16th AVE. NE appropriate fastening method pro-opproved N the Consult'int. and such patching shall match existing work in texture and colors burlap bell across the Surface. exceed specli'led requirements. condonsatton building exterior walls. HORIZONTAL JDINT REINFORCEMENT A, Pecoro Corp.,Dynatrol 11(Non-sac 11. Flmlsil 4 Repair all detects after other trades ricive finished their work. D Epoxy Pointing Mortar: Mix epoxy painting mortar to BELLEVUE, WA. 98004 Tourch-up fastenings,Field will and Wmit or Scratched A.Reinforcing Steel Bars, A5TM AbI5,Grade 60,unless B, 5onneborn DivXontect,Inc.,5onolo5tir, NP-2(Non- a. Hood� Preffinfelined Gail Stock - Primer arid(1) j finish H, Finishing of Formed Surfaces, Surfaces after i-,tollatlon using appropriate motchinc Comply with mortar manufacturer's directions. relnoted othervIse. DIVISION NO. 7 Sol(IvertlGal joints))or 5L-2(Ihorizontal joints)) coot OF Home Depot Orange Baked Polyster TOLL FREE: 1-877-632-3350 I) After removal of forms all concrete surfaces not B.Helded Kra Fabric. A5TM Aill C., Type If,Glass A.tinuo part polylurathrow meeting finish coat. 0 00 PLACE CONCRE exposed to view shall be finished with a rough Form IffAMAL.4 MQ15TURE EEQTEGL1.J2N federal specification T75-002211 b. Curtain. PrefinIShed Gall Stock -Primer and(1) FAX: (604) 632-33GI IZ REINFORCING STEP' G.Ro(nForGe masonry openings greater than 1'-0"wide,with 01600 FLA5!11N&5 It SHEET METAL 4. Interior joints riot Subject to seismic or thermal coat of Home Depot Orange Baked Polyster GENERA Finish and all surldcall Ixposad to view Shall be Flnl5had A.Steal Reinforcing. 4m, [3111at steal complying with A5TM horizontal joint rainforcament placed In 2 horizontal jolmts wwiv.omicronconsulLing.com DIVISION NO. 3 with a smooth form finish, movements. Finish coat, 1.Gomercte shall have to 7&-doy compressive strength and A 615,Grade&0,usformed,unless noted otherwise, approximately 6"apart, PART I -GENERAL A. H.R.Moodoini Inl EA50-PLY AL5. c. Bottom Bar: Primer and(1)coat Home Depot Density,In accordavil with"Followl* Immediately abovis the lintel and immediately below the sill. .21 For a roug'i ft m finish,tic holes and defects shall be 1. The extent of flashing arid shoat metal work is indicated B Pecol Corp.,AG-20+silicone(non-sog). Orange finish root. TRENGTH DEN51TY REINFORCEMENT MATERIALS Extend reinforcement a minimum of 7-0"beyond Jambs of al, Guides, Primer and(1)root Home Depot CONSULTANT OL!,050 WN�,FETE -1 IALS, PSI PGF potchad ard fins exceeding 1/4 Inch In height shall be or)drawings and ImJudl the Following, Metal Flashing, 0. 5orreborn D10Ciorltact,Inr,,Somi wall. _Lj61E__ _ chippind off or rubbed art. Otherwise,ovrfara5 may be A. Reinforcing Steal Bars! A5TM A615,Grade 60,unless the opening exept at control Joints, counter Flashing,gutters und downspouts P Macco Adhesives,1-6-130. Orange. finish coat. 5TIJI Interior slabs,exterior slabs,curtm, 4000 145 left with the texture Imported N the forms. noted otherwise. 1). Metal Accessores, lrv,:jde all spacers,ties,chairs and 2. To comply with 5heat Metal and Air Conditioning E. Type, Acrylic latex. a Exposed items. Primer and(I; SC TT J%bEk( ARCHITECT 1. V40FZK SPECIFIED HEREIN sidewalks B. Helded Hire Fabric A5TM Alil other devices rrsquiroid to properly support and Fasten Contractors Notkonol Association(5MACNA) 5. Floor joint sealant shall be installed at all interior floor Coat Home Depot Orange finish coart. vote—A. All labor,materials,equipment and barvicoo necessary to furnish All other concrete NNW 3000 145 3)For a smooth Form Finish,the ' rim facing material shall reinforelng steel In place In accordance with the "Architectural Shoot Metal Manual". Construction and Control joints per manufacturer's F. Chains 6alvanIzed Natural Finish. and Instoll all stucco,Including loth,as Indicated or specified. Steel Hire A5T Ab2. 3, Sheet Metal; Minimum 24 gouge 6LIO hot-dIppical (matrur,,0ons and initially under monvfc.turer'5 12. Operatlon! All chain operated fire doors Shall hove cr 2.Reinforcing shall conform to ASTM A615,grade 60, produce a smooth,hard uniform texture on ft concrete. requirements of the A0 Menial of Standard Practice for 2,MALITY ASSURANCE unless noted otherwise The arrangement OF the Faring mater0l shall be orderly P Metal Acras5oras. Include all spacers,ties,eholm crd Detailing Reinforcing PaInforelng Concrete Structurs. galvanized steel smooth(ommarclol grade Unit, �holl supervision automatic closing device end lohisper governor to Control 8.U.M0 and syrnmatrical,with the number or seams kept to the other clerykas required to rroperlj support and Fasten be of profile and dimensions shown on drawings. ,, Matzeiar/Mic,buiris Co.,MM-60 the downward speed OF the door which shall become 3.Holded wire rabric shal'conform to ASTM A165 reinforcing steel in ploce In accor ail with this FLA5HIN6/HEEP HOLES) 4. Flnlshj Factory Applied Huorrocorloon Coating B. Sill Col Slkadvr 51-51L. operational upon Fusing of a Jil dogree Fusible Ill A. Gompi with opplicable requirements of A5TM C-426 as applicable, practical minimurn. Tie holes and defects shall be patched,Ord Plater,Metal Framing System,Lath Manual,Latest Edition. 4.Minimum concrete cover,unless noted otherwise, requirements OF the AGI Manual of Standard Proctire for A SoneraL Install ealloadded flashing and weep holes in 1. Baked on epoxy printer 0.3 Mll. Thickness. G. Master Builders,lilialsterfIll 300 The door shall have an overal closing speed of not All fins shall be cornpletelyl arnoved.E3 Allowable Tolarance5i Maximum deviation From true plane OF 1/8" Unformed Surface in contact with the ground 3 in. Detailing Reinforcing Concrete Structures. mosolf-4 at shelf ongles;lIntals,ledges,other obstructions 2. Fu(Ifistrangth 10%Kynor 500 Bal On Coating to. P. Burke,Reflex Epoxy Joint Sealant. lees than six W Inches par second rind not more than WA:,;,'.%,; to the downward flow at Dry Jim thickness of 1.0 Mil. E. Euclid Chemical Go.,Evco Epoxy W700, twenty-four(24) inches per 93cond as Indicated In NFPA In 10 feet as moollivred by straight edge placed ot any location on JOINT REINFORCEMENT water in the wall,and where Indicated, surface. Fofirnedl Surfaces exposed 'i earth or weather 2 in. 3, Unfinished Structural Slabs 3, Color as Indicated on drawings. Bulletin bO. The Hinisper goveiner shall be Fail-safe A,General, Provide joint relinForcoment compill with 13. Install weep holes In the head joints In exterior ingthes 4. To Include,Wt riot be limited to Metal Roofing, 6. Frestop Svolal ProvIder one part ready to use silicone matntanalml free,fully enclosed and warranted for the A. SurFoces of Structural slabs not finished as walking surfal requirements of referenced unit masonry ston arid and this of the First course of masonry Immed:otaI9 al embedded gutters,cloHnspouto,and Flashing. penetration soul thot will stop passage of fire,smoke and life time of the door.Once the door has Closed,it should Ob bars and larger 1 112 in. or to be used as supports For resilient Floor coyarinl 17, 3. PRODUCT DELIVERY, 5TORA0E AND HANDLING 05 bars and smaller 1 1/2 in. article,Formed of. Carbon Flashfngs 24 Inches oc, 5. rititter Ouardo Salvage edged gutter cal or 1/2"x 20 water through fire rated wall and floor penetrations. be able to be reset by one(1)person on one -,Joe of the PROJECT 4 shall be treated as required t7q Lhmlr Intended use. steal wire,galvanized to conform to ASTM A155-Ell REPAIRINGS,POINTINO,AND GLEANING IS woven w re mash Or hardware cloth,OF metal crd door only, A. Deliver all products In their original packages,Containers or A Remove and replace masonry units that are loose, I Poms� Alumina Still FIreboord,mineral Fiberboard, FORMED SURFACES NOT EXP05ED TO matching gutters,hirk; 13. Chain operated doors shall open end close with a R Surfaces intended to receive setting beds or fill for jed for r learil Provide mineral Flioar matting,mineral fiber putty,duct tape, bundles bearing the name of the monufactitrar and the brand.Keep 10 EARTH OR.JiiEATHER; B.Description HisIded-wiris units prisfabolcated with chippled,broken,stained,or otherwise damcgod or if units Continuous run of guard units on cytters. maximum of 30 pounds of effort utilizing an endless Stucco and all other camentitious,materials dry until ready for se other materials shall be scrooded to true planes,and gypsurn wallboard-typex,plywood or particle board as deformed continuous side rods(ol rpuge)and plain rross do not match adjoining units. BEAMS,OIRDER5,AND COLUMNS 1-112 IN. Scraped from 9f laitance or bum immediately thereafter;and selected N installer. Refer to spiscifled U.L, test chain and cost iron radurtlon gears, rods(4 cierige) into straight Install now units to match adjoining units and in fresh 6.Cleat,,and Stral Some type and gouge of metal as for specific material. 14 Lacking Mechanisms, The Chain door shall tie secured by 4 JOB CONDITIONS shall be roughened machool tar bond as soon as they HOME Dow A. Mere stucco is a component of an o5semblIll for which a fire SLABS,HIALLS,AND JOISTS will bear the Height of workman, lengths of not less than 10 Feet,with prefabricated cornor mortar or grout,point to aliniffrote evidence of replacement, oUtter and dowinspou�s. mears of a chain locil and tee units B.Pointing, During the tooling of joints,color 15. Install door,track and operating aTipment complete co Complying wIlih VL Oil BARS ANCii SMALLEIR 3/4 IN. C. Surfaces intended to receive roofing or HaterproofIng C.Monufacturers� Subject to compliance HIth requirements, or holes,end c,.ompfetely fill with mortar. Point-up oil 1.Rc9lets: Ragets and Flashing shall be.mode Frorn 24 Hith noc.assary herdwore,jamb and 'cod mold stops, TOOL RENTAL resistive rating Is shown or required,provide stur _go Ong volds design assemblies shown. LAP SPLICES 1-44ALL BE IN A�,GOJROANGE HITH THE membranes shall be floated smooth after screadil and provil joint reinforcement by one of the following: joints Including rarnars,openings, gouge galvanized Stool with kgrer Finish. oil inserts,hangers and equipment qiuppor�s in B Do not appiq stucco to Frozen surfinces or surfaces (ontalling 5. FOLLOHIN5 TABLE,UNLE-55 NOTED OTHERYi shall bu trewslad lightlig I AA Hire Products Go. and adjacent construction to provide a heat,uniform Regets shall have a 2"Fortor� formad erd lop;flashlr`9 accordance Hith final Shop drawings,and coordinated CENTER Frost. Do n6t applig stucco when ambient temperature is less than 40F. HHERE CLASSES ARE Nor CALLED OUT ON ORAHIll 4. Interior Floor 51abs, 2.Our-O-Nal,Inc, apperance,prepared for application of sealants. Shall have a Y lap. through this manufacturer's authorized distributor #C Hot Mother Requirements Protect 9tuceo train uneven and USE:GLA95"B"5PLIGE-5 3,Heckman Building Products,Irv,. C- -trial Clearing; After mortar Is IHoroughly Set and 6.6eneraI Metal FoloricatIcr; Sholo-fabricate work to 16 Upon completion of installation,Including work by other excessive evaporation during hot, TEN51ON SPLICES COMPRE95ION SPLICES A. All Interior floor slabs shall be placed as follows 4.Hohmann I Barnard, Inc. rured,clean exposed mosorry as follows. giroatest extend possble. Fabricate for waterproof and trades,lubricate,test and adjust doors to operate easily, 14800 S.W. SEQUOIA PARKWAY dry weather 5.Mosong F;?.efnforclng Corp.of America Free from Hall twist or distortion and ffitting weathertight TIGARD, OREGON ((W-.HE5) (INCHES) 1) Place In con,'nuous bogs by the strip cast-nethad weattiar-resIstant performance;with expansion for entire perimter. D. Exercise extreme Gore riccassery fnr protesting finish work OF other BAR TOP BARS OTHER BARS 6.National Hire Prrducts Industries provisions for running work sufficient to pormarentIq IT All rolling I'Ve doors and o1ruttem shall be Installed In DRAWING TITLE trades during 5tur-Co operation(in particulor door and window unite). SIZE A 5 A B �2)Scrood floor%Iabs to even Surface by use at straightedge 1.Southern Construction Products,InC. "vent lockage,damage or deterioration of the work. al,_orcloncrs with NFPA Bulletin bO big on authorized Mask materials to protect some #3 lb 21 12 lb 12 aid screeding strips,irilthin tolerances prescribed by Form work to fit substrates. Comply with material distributor, 04 21 2D 16 21 15 Ar-l-11-1 for specified slob finish. ADJUSTABLE AW�HORB FOR GONNrCrilisi MASONRY TO manufacturer instructlons and recommendations For 5PEC-11`16ATION5 5TRUCTURAL FRAMEHORK forming material Porm exposed sheet metal work #5 21 55 21 77 Iq 3) Float surface of concrete with wood float in manner which A.Oewral� Two-plecar assemblies allowing vertical or without excessive oU-cannfrig,buckling and tool marks, #6 35 46 21 35 23 Hill Compact concrete and produce surface free of horizontal difterionflal movement between wo:l and framework. true to line and levels Indicated,with exposed edges 6.COMPRESSION DOHIIEL EMBEDMENT, 22 BAR DIAMETERS depressions or ridges. Test for flatness or levelness ANCHOR BOLTS Ord correct as necessary by either removing excess or A.Anchor Bolts, Stool bolts GO I Ing with A --ri Cl.Provide For thermal expansion of runnill TECH. DATE LAP WELDED HIRE FA13RIG ONE SPACIN6 OF CROSS IT2 . qu"rs and MIL SEPT/02 CIR056 HIRES PLUS 2", by adding and Compacting additional concrete. A;with ASTM A 563 hex ruts an ,where Indic, _aj,fint folded back to form hems. BASE PLATIES,ANCHOR BOLTS,SUPPORT AASLE5,ETC, washersi hot-COF galvanized other exposed Items Maintain a water tight seal at CHK`D N BELON GRADE SHALL 13E COVERED HITH A to comply witin ASTM A 153,Class G;of diameter and expansion joints, Locate expansion joints midway DF JOB 0. 30200 ' length Ind"llmd. between drains,at hlqh points In 51opes,but in no rose MINIMUM OF 3'OF CONCRETIE. DESIGN DRAWING No. 0.All atichors bo.,s inserted In the walls,shall be grouted solid Into position. 10 rostaners, Fasteners shall be of same material or more than 30'-0"maximmil spacing. Sequoia Pkwv, 4800 rO;,� )Ibis,With shoat metal being fastened or BUP2002-00535 SC-ALI A501 ite dlsslrrillcr materials. 9 of 12 NOTICE IF THE PRIT OR TYPE ON ANY I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 __ - . 71-..--' - -.- 8� 1.1!ill 1 13) ITIS DUE T�' THE QUALITY OF THE No.se 10-1ZK4r ORIGINAL DOCUMENT 9 9 9- 9 - I 30X 'nor drawing is on nslrumanl of pw,ce and renwIs • ;rooerty of Omicron Consulting Group.Name Consultant and caused Professionul of Record("PR").Aa rforrrot'on shown ;n Inks drow,ng is eopyrght material and is for use on the ':omeproject only Information contained herein may not to ,50ed ad r reproduced in anyway without written permbalon A approved reproductions of••his drawing shod bear,ne DIVISION NO. 8 Glass DIV15ION NO. It DIV15ION NO. :6 pOORS 4 WINDg.�i`- G. Wron Paint: neaignoteo ,ran nomas. 100 HAI2DWr,RE 212l URIIY 5Y�1�Ni lb-720 FSE ALARMA IFE SAFE" 5Y5'EM � (Safety Orange ForfTulai uow�rga anau rot Da scaled.the Contractor anon verify°� be responsible for al:dimana,ons,datum and elevaUors pertinent to esecut,nq the work,Oiscrepbnc,es and a• PART I - GENERAL PARI I - GENERAL &hail be reported to the PR before work is performed list Goat - Duron Ultra Deluxe Interior rPrywGll Vinyl PART I - GENERA_ Cos"the latest version of the contract dor.,ments sac c I. The company Funlshina hardware under this Section Primer Sadler,04-126 (1.4 mill DFT) oil- shall be regularly engagod In the sale and dlstrlb,,itlon of 2nd Goat - Dtron Ultra Deluxe Interior Vinyl Acrylic RESPONSIBILITIES I. RESF'ONraIBiLITIFra used on sae.The ed"S dor ehou encore fe en"tprevious f .capon&are marked"Superleded'with reference l0 0 Finish Hardware Cr cOmmerGl01 projects and, IF not ov,ron number NI work shall conform to the current local P Fiat Wallpalnt,44 series (L5 mil PFT). A This section of the spedffication Includes the provision A This section of the spe(lfkclo 6 n ljdL5 Lae pr,)vision5 1,,u ng Code,jurisdictional codes and local ordinances. established and known In the area,may be required to 3rd Goat - Duron Ultra Deluxe Interior Vinyl Acrylic, --- post bond to Insure rerFormance. mj Aii y and rstallatlon of the 5ewrlty System The Security 5rtem orad Installation requirements For Line axldlllonal fere alfrm/IIFa 2. Manufacturers of hardware furnished IF different from Flat WFS allpaint,44 series(1.5 mil OFT). Vendor shall be chosen l approved by THE HODEATT safety system components for the Tool Rental Gonter. h.NG REVISIONS/ISSUES those bpeaers may be required to post band t Insure (Mite and Pastels) Project Monger,The Electrical GolitraLtor 5rnll Incluc.. The fro alds-Wife m os safety sybtevendor shall be chosen n his bid all monies requred to contract the servicers and ! approved by THE HOME DEPOT project manager. performance. St Goat - DLron Ultra Deluxe Interior Drywall Vinyl 3 For fire rated openings,provide hardware tested and rime.- Sealer,04-126 (i.4 mill OFT) Vendorequipmof the approved 5e responsible System vthe su The The hi,required (ontroctor stall scilla n his bid all listed UL or FM(NEPA Standard 80) For anis exit P Vendor merit a must also be tion of the far the 5utife g mamas requrefi to contract the services and dal The, of by p 2nd Goat - Duron Ultra Deluxe Interior Vinyl Acrylic of equlpmmnent and line Installation of the Fire Aiarm/Llfe the cppr. lad fire alarrm/Iffe safety System valor.Thi. devices provide UL or FM label indicating 'rlre ex'. Flat faint, series Wall 44 (15 mill OFT) hardware". P �afley System. the Electrical Cnnlactor b responsible Far Vendor chosen must also be respmsble for the supplying 3rd Goat - Duron Ultra Deluxe Interior Vinyl Acryilc provON to the 5wurlty System vandors,drawings ad of P+Ipment and tlw Installation of the 5ewrlty System 4 Standards: NFPA-&(,' 1990 Fire Doom:. and Windows. Flat Wallpolnt, 44 serles(1.5 mil OF.). 5peadicatlornb for bidding and construction. Pie Electrical Contractor Is responsible for providing AN51/13HMA A156.18-0b"i Materials and Finishes. a the Fre alarn[Alfe Safety syst-im varYJce drawings and 5. All hardware Items shall be guaranteed for a period of D. Conco Paint: B All labor,unle3s splecificaiiy Indicated otherwise,shall be Specifications for bidding ad construction One year from final Owner acceptance,with excepdcn of (Safety Orange Color Formula) p ovidnd N the Electrical Contractor or by the 5owrlty System door closers,wh,Lh shall have a ten (10) year warranty. Ist Coat - Gonco 340 5erhl-61oss Enamel. vendor hbreufler referred to as this 50cuity Contractor B. All labor,unless Specifically indicated otherwise,shall be b Prior to project completlal,a representative of the 2nd Goat - Gonco 340 Semi-Gloss Enamel provided by the Electrical Contractor or by the Fire overhead closer manufact"r far shall Inspect and adjust G. cafe Electrical k rk of the, Is reGponCont For r The le and Alam Contractor all closers and certify Lnot all closers are Installed In (Whlto and Pastels) achedUlIng the r rk f the Security Contractor the clecWcal accordaice with the manufacturer's Instructions,and are let Goat - Gonco 300 Saml-6loss Enamel. contioctor shall utlfy T,E HOME DEPOT Project Manager of G. The Electrkal Contractor is rebpon0ble For eontractlr.y and regulated properly Ono ohall include approprlote2nd Goat - Gonco 300N Seml-Gloss C-nomel. ly fs he 5acurl 5 tai GortracLors schedule dotaTs)on-site, scheddlrq the work of 'he Fire Alarm Contractor The Flectrkal certificates. .,t less than!wc(2)weeks In adr vanca, Cntractor shall notlfy THE HOME DEPOT Project Manager of the Fre Alarm Contractar'S schedule dote(bFon-51te, 1 All brill bearing hingen+ shall be equipped with non-rising D All work relative to the Security System to be performed of not len than two(2)weeks In advance. alloy steel pins Furnish non-removable pins on all the electrical contrcktor nest be c iota prior w:wxurity outswing exterior door s and where noted "NRF" In Uie System Gantractur's schaduied date(5)ran site. The D Ali work relat is to the Fire Alarm System to a performed by H•Iardware Sets. Size hinges in accordance with electrical contractor will be responsible for the rel-,busing Lhe electrical c mtractor must be eomplate prior to Fire Alam published recommendations of hinge manufacturer. of the Security System Contractor's time Spent,trove -ot L, Contractor's 5chadulrA daw(a•n or.iw The Electric,jl 8. All closers shall have high Strength cost Iron oodles, and other related expenses,should the associated w-k of Contractor will be responsbie,or the reimbursing of tamper resistant regulating screws for (general speed, the elecUlcal contractor not.be complete at the We of the the Fre Alarm Contractor's time spent,travel cost, back check and latch speer. Addltlonarly,call closers Security System Gantraetors schedule on-slto date. and other related experses,should the associated work of shall have "all temperature" fluid so that seasonal adjustments are net required. E. The electrical controctor shall also Hae re onsible for tine Electrical Contractor not ul complete at the time of the s/' °re Alarm Contractor's schedule on Site data. 9.Size closers In mcordonce with the, manufacturer's reimbursements of lio cano.ellatlai charges Incurred recommendations for acce5slbiiltt�. ler)the 5ea.urity System Contractor aid Home Foot if F.. The electrical contractor shell also be responsible Far O Klckplates,shall be furnished E' high and 2" less advance travel plans,must be altered within two(2) reimbursements of the,cancellation charges Incurred than door width when applied to the push side OF the door DIVISION NO. I.) weeks of the schediling notice by the I re Alarm Contractor and Home Depot If Ord I" less do,)r width when applied to the pull side 5PECIALTIE5 IF advance travel plans must be altered within two(2) of the door 10530 PROTECTIVE(a&U?S F. The 5edepaity depar5ystetment (.Ontractpr ehpl contact the local weeks of the scheduling notice. Pcllce dP.pnrtment and building deportment Far any I IAII locks and cylinders shall be keyed to a Best Master BOLLARD 5LEEVE5 additional requirements for permits not Indicated on the F. The Fre Alarm Contractor shall contact the local 'ray System. Provide all locks by Best Lock Gompan l PART I -6ENERAL plan These requirements sholl be Identified In his bid. Fra Marshal and blAldlrng department for any with removable con5tructlon cores - exterior r nig I SUBMITTALS N not Identifying any differences,the contrmtor 15 not additional requirements not Indicated on the 12.Finnol keying requirements shall lees sv lied lel Owner. A. 5utxnit four(4)copes of Man.FOcturer'5 Literature y 9 h q PP entitled to any additional!nanny The 5eurlty System pians. Those r equtrerronls Shall be Identified In his bid 13.Hardware Mounting Heights: Door and Hardware 2 IN5PE6TION Institute "Recommended Locations for Builders B 5tibmil Mtallation Instructions fax all manufactured contractor l`fnil assist the owner In obtaining the relevant en not Identifying any dal ones,the dor tractor is not items entitled to any additional moray. HGrdwore For Standard Steel Doors and Fromnes",except A Examine the surfaces to receive sleeves and notify the 6 The Electrical Gantrcxtcr shell provide the 5ecurlty System as otherwise Indicated. Hone Depot Project Manager In writing of conditions Contractor,a motorized oerirul work platform and ladder for 14 Install oath hardtr re Item to comply with detrhrentai to the timely completion of the Hork use during the entre period of the 5ecurlt4 System 6. Tina electrwai contractor shall provide the Fre Alam manufacturer's Instructions and recommendations. PART 2 -`RODIIGTS ContraLtorb Irotallatlun. The platfm t Shall be capable of Contra.Lor,a motorized aerial work platform and kidder for 15. Set thresholds for exterior doors in full bed of butyl- I.BOLI-ARD SLEEVES raising the Security System Contractor to any work use during the entire period of the Fre Alarm rubber or polylsobutyiene mastic sealant. Relmove Do not procead witm the work until uratisI'mton) ylevatlan Inskie the building Gontractrr'5 installation. The platform shall be capable of ex.e55 sealant and clean adjort"nf surfaces. conditions have teen correrted raising tt�Fre Alarm Contractor to any work elevation Ib.Horaiware Adjustment, Return to project one month after A Provide,pipe bollard pipe sleeves for Field Inspection H All condult,boxes(ui less AdlGated otherwise),fittings, Inside the b0dng. couplings,Lorynector5,straps,supports. ill-lines, Owner's occupancy,and adjust hardware to proper Sleeve to be famine type,Inca density,pnlyettyler5, � P fittings, operation and furtctlnn. Instruct Cwner'S rsonnei In .250 nominal wall thiclanass in dianeier.ha,aht.cnd bushln4�,etc-shall be supplied and Installed by the H All conduit,boxes(u less Indicated otherwise), tt s, p Pe E lectrTcai Contract- couple nns,correctors,strop.,Supports,pull-Imes, proper maintenance on,1 adjustment, colors as indicated on d'owlrp or as seiactac N Home brshl•icp,ale,shall be Supplied and installed by the PART 3-EXEGUTION I. System operation,testing,turn over,warranty compliance, eie,.trlcoi contractor I IN5TALLATION and after market swvtl- "be provided by the 5ecuity Depot Project Manager ,leeve as manufacturedSystem Contractor. twin c ratio � amn,tasting,turn over,wrcom lia by Ideal 5hleld,Hamburg,F Phone (313)942-1240 arrd aftermarket se" (4 shall be provided nce, by the Fire 2 GLEANING J. A written c sport shall be prepared N the 5ewrlty 5lj5tem /,farm Contractor A. 6efwal Install±IAAveu In conformance with manufacturers Intel Inslnx Glom, Contractor and Submitted to THE HOh1E DEPOT pr Pro act Manger at the completion of the prc lett,riot kers J A written report shall be prepared by the Fre Alain A Prior to Thal acceptance remove protective coverings, than one(1)week prior Lo the opening date This report C nntrrxtor and submitted to THE HOME DEPOT clam,and remove smudges. shall oAllne the walk-test results and Identify any Items..o! Pro..;;.:Manager of.the completion of the project,not less completed rr fully operable, Any Item that is icerntiFlel. In thin one(1)weak prior to the opening date. 'his repor'- DIVI510N NO. 9 this roport mint be corrected and the System must be uliy shall outline the walk-test reSultsand UwtlFy any?farm ernot operable prior tc the date of the final budding GO.Ins)ectim, completed or ull o ableAny . item that Is Identified in FINISHES 09250 6YP5UtNI BOARD.FRAMING 4 AGGE5WRIES 2 6ENERAL operable.t for to the date of the Fi1nal�lltd GA.inspection PART I - GENERAL p I. The•;xtent of each type of drywall and tn. knobs DIVISION NO. II A. TFki 5e�urlty System sfnll be of LFA Sana Supplier as the K The Fire Alarm/Llfe 5ofety System Gor;u'aotor shall submit yP y EQUIPMENT Fre Alam/Llfe Safety System. reculred Is indicated on the drawings. NOT USED pitons to the local Fac Marshall For full compliance with 2. Fire-Resistance Ratings, Provide gypsum drywall B. This Contractor shall provide,Install,and program a all applicable codes. construction fire-resistance ratings Indicated,conformingDIVI510N NO. 12 functionally complete,Integrated Dlgltal Alam Security to assemLlles tested per A5TM E 119 by Inspecting Ono R)RNISFIIN_5 System per Mrufacturor's guidelines,codas described, 2 GENERAL testing organization acceptable to authorities having NOT USED and those-paciflGatlo ns. (800)99(7-566-3,contact: Nanette Merrell. Manufacturer A. The Firc Alan/LIFe Safety System Shall txr of the same supplier jurisdiction. DIVISION NO. I3 G. Any reference to"�evlcr.',"component','unit",'module' as the 5ocurlty 5951om. 3 Ex cod E m Boc-in, ASTM G 36,thickness as r or "system'shall be understood to mean the Securlvj B. Any referent a to"device','component',"unit',"module" P 'yPsu 5f.F41AL GONoTRI'ION tem, or associatedmanu;actued oducl thereof y, Indicated. NOT USED pr or 'system'thaii be ucierotood ro mean the Fre Alarm A. Tgpa; Regular System, o,ay associated manuFa.tired Trod ict thereof. B. Type Type X for fire-resistance-rated assemblies. DIVISION NO. 14 3 5Y5TEM DESCRIPTION G. Edges Tapered. GOM/EYIN6 5Y5TEMS G. r1is addlUnal System components Shall Include but ane not 4 6eneml: ASTM G 840: MFr's standard trim occesborles, NOT USED A The 5ecurlty System shall prc 'de the io lowing features: limited to the following basic.components Including cornerbefad and edge trim of beaded type with I. Tool Rental Center Arra perimeter protection with daytinc ) Horn units face flanges for concealment In joint compound excerpt DIVISION NO. 15 arnxnclatkm of n!I perimeter doors,rjll-up dc,)r 2) Strobe units(100 cd for Gelln(,Tovrt where semi-finishing or exposed types Is Indicated. MECHANIGAL and farad qatet over Sales area;15 cd all otFrn), 5. Material, Interior Application: Formed sheet steel zinc coated. SEE 5HFFT NO. TMI.O 2. TheTool Rental Gbnter Area motion DetacLion shall be on a 3) Martial fire alarm pull stations. 6. Joint Tape+ Paper reinforcing tape. separate gaup:mot,.,n detectors to be located at all 4) Associated equipment necessd^y to 7. Joint Compounds: Factory premixed - prepackeld vinyl- DIVISION NO. 16 (customer axles, Support additional System compments based compound. ELECTRICAL 3. iheTool Rental Center Area protection btnll be on a bepnrate 8 ':tcel studs and runners; ASTM G 845,hot dipped SEE SHEET NO. E101 group and interlocked Hlth Perimeter protection D. Fre Alarm for this Tool Rental Center addition Shall be designed ?alvanlzed,20 gauge (0.0344") base metal thickness so that the perimeter cannot ba armed without First (unless otherwise Indicated). Depth as Indicated on p pull match the a m!,,o building. If en his addition ion hg nae I inning the Tool Rental Center area. This Group of protection pull stations,horn,,or strobes,then fink addltlon shall be drawings. consists of all perlmil loot Rental Center doors,t roll-up door Cl. Isolate drywall construction From abutting structural,tilt-up Furnished with pull stations,horns,and strobes If or masonry work;provn,3e edge trim and acoustical smalant 5. Provide marvel overri•. a In the securanal o system the existing dditio bless line not have these ponentsrtts,then as recommended by mfr Int I gqrogr anminq[ho. allows annual override of this addition does nay need analogous components. 10 Screw both layers to supports where double-coyer work InterlaCks"titscrlbEd ablve. E. The GonU•uctor shall provide,Install,andprogram a Is Indicated or oth3rwlse recg-Ired. 6. The Control System must be cproved For signal functionally complete,Integrated Fire Alarm/Llfe Safety transmission of Sprinkle 5upa vlslon,Wats flow System per Momfacturer'S guidelines,codes described, Monitoring and Avtomn'k Fire Detection. The and these Specifications. -ystem shall monitor W;5prirnkler System Flow switches DIVISION NO. Ll fu It detectors,as re{ulred. PAR, 2 PRO'70GT�- f FLI Iil.LrL T Provide a keypad r.c roll-W Lkiir location For clam 09910 PAINTS group that is r-orjble of performing an Features herein / Provide rlandard products of one manufacturer that are PART I - &ENERIL describbd compatible with the exi5t)rrg9 system n.1 are neceSscry I I. Submit manufacturer's certlflf 4 letter outllning the project for a Iota and operational Fre Alorrr ire c+aFety System square footage,minimum specif led dry film thickness, that SalMsfies olI governing bodies and regulations. percent solids per volume c,.d the number of gallons PART 2 -PROLArT5 required to meet the specified dry film thickness. 2. Provide labels bearing manufacturer's name,point type, A. Provk.e stan:ard products of ono manufacturer'.hat are PART 3-EXECUTION color and recommended Installation and redicing compatible Hlth the existingq system and neGesSay rocadures. for a complete and operaDorial Security 51stem A Installaclon of the Fire Alarm/LIFP Sale y System shall be In strict P that satisfyall noval"hi bodies cid regulations, 3. Acceptable Paint Marnufactvrer5, Except as noted on the ^9 4 compliance with manufacturers recammerdaUrn drawings,produc`s specified as a standard of quollty are manufactured by ICI nolnt Store5. Products of the B The rewrity System firmware shall SuPI'ant progralty System following monuFacturers similar In type, 'unction and so tware"feature rcmpatlblo with�xkting Security system. gvailt' are acceptabie For use,subject to c,pproval of products list(oxcept for ICI Home Depoc Safety Orange PART 3-E.(E(,UTION 4208/9200). Moterlal5 furnl5hed by m.inufoct.urer shall be their "top of the line"and Installed providing the dry fllm A Installation of the aecv Ity System-.ball be In strk.t thickness recommended by'.he manufor .tuner, compliance HiLh matifdctorern recommendations. A. IGI. Contact, Randy Smith (404) 688-6015. B. Behr Points, Gontaati Victor Lopez (800) 854-0133. G Durant Contact: Morthu Gardner(b00) 4"16-2367 D. Gonad; Contact, Scott Lynos (888) 37-1-7447. 4. Gorncrate Floor Sealer: Ashford formula manufactured by NOV -ISSUED FOR Eke Gurecrete Ghemlcal Gompong,Springville,Utah,phone DATE REMARKS NO. sholi provide twenty(20) year warranty for concrete surface to be dense,hard and dust-proof. 5 Ferrous Metals, To bm finished at job site - If Indicated on plan. All primed surfo.e5 showing gloss shall be sanded or brushed to a dull surface to provide a profile for for mechanical bonding of succeeding coot. Wash surface with non-amcnlated cleaner. A.System Coverage Requirements: f (Primer Required on bare metal) lot Coot 2 mlls DFT 2nd Goat 2 mlls Of-T a. IGI: lot Goat - DOVFIAw Waterborne Gloss Enamel (4208). 2nd Coot - DoO .x Waterborne Gloss Enarnnl (4208) SUITE 201, 2830 - 118th AVE. NE More drawings Indicate a Home Depot Safety HELLEVUE, WA. 98004 Orong- Color/Finish on metals,use a high performance,maximum weathering,corrosion,and TOLL FREE: 1-677-832-1350U.V.resistant system as follows: lot Coat Dethone 379 Aliphatic urethane with LTV. Inhibitor color - 2 wwr� -3 PFT. mFAX: (804) 632-3351. .oicronconeultin< com 2nd Goat Devthane 3-101 (:fear Aliphatic Urethane with U.V. Inhibitor - 2-3 OFT. e, Bohr Point, CviNSUIiAVT let Goat - BEHR 5000 t7eries 100 %Acrylic Seml- Oloss. 2nd Goat - BEFiR 5000 Series 100 Z Acrylic ml- Se 6Io55. SCO '� , ARCHITECT c. Duron Point, N(1 oui MP let Goat - Duron OuraGlad DTM Acrylic Ccating, i1r ty Gloss 95-05X. �_ 2nd Goa. - Duron DuroGlod DTM Acryllc Gooting, o gloss 95-05X. r1F(LRVUI WASHI OTON d. Gonco Palnti lot Goat - Gonco 1500, 100 % Acrylic Gloss. 2nd Goat -Gonco 1500, 100 %Acrylic &loss. 6. Gypsum Drywall System Coverage Requirements: g PROJErT (Unless noted otherwise) Ist Goat 1.5 mills OFT 2nd Coat 1.5 mills DFT HOW DEPOT A. IGI P y g ! (Name Depot Safety Orange) TOOL RENTAL " Ist Goat - Ultra Hide Primer Sealer 1060-1200. 2nd Goat - Dev lex Waterborne Gloss Enamel 4208- d 9200 CENTER 3rd Goat - Devtlex Waterborne Gloss Enamel 4208- STORE p 4002 9200. M4[i4PRMr4FNf wwbrawx + (All White and Pabtels) 14800 S.W. SEQUOIA PARKwn1 I,t Coot - Ultra-Hide Primer Sealer 1060-1200. TIGARD, OREGON I 2nd Coot - Ultra-Hide latex Semi Gloss 1416-xxxx, - ;, 3rd Goat -Ultra-Hide Latex Semi-Gloss 1416-xxxx. DRAWING TITLE B Behr Point. �. orange`stGoarBEHRF3000`-cries 100% Ac nc Seml 5PEGIFIC-AT ION5 I _ 61095. 2nd Goat - 3EHR 3000 5erles IOOW, Acrylic 5er^' v f.CH. DATE ML SEPT/02 Q CHK'D DF Joe No. 302001 m DESIGN DRAWING No. 8 8 _ CHK'D A 5 0 2 5euuola Pkwv.14800 l 3UP2002-00535 SCALE 10 at 12 IN 9.11 of NOTICE: IF THE PPINT OR TYPE ON ANY -� If-II It1l II III IIII IhI�I til III III II I Ia rl rI 11IIr `-- rfr �iI i �CJC 4 6 � hI IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1�I IT IS DUE TO THE QUALITY OF THE _ _ No JS `' ORIGINAL DOCUMENT S �G 8G LG G 5 1'G 8 G tG G 8t 9t I bT t 9t t St L111111111 � l ►�«T� u�lu u�luuL, >l�Iu �►>��� ��a�".'m�•� �mm�m�o,a o la'w ems,•." •r1 w p,°pa.J.n n'9="Y.Maul Ala"MW{n M GENERAL NOTES: CONCRETE NOTES: WELDING: ANCHORING SYSTEM: STRUCTURAL STEEL: ' R•� "°rrca w wam .Nw THE FOLLOWING NOTES ARE APPLCABLE TO ALL DMWIl.0.5 IN ADDITION `D 1Ff PWJJECI t. UNLESS NOTED. CEMENT SHALL ::. ^E 1 Ofl Z CONFORMING 10 MIN CIBO. AGGREGATES I. ALL STRUCTURAL STEEL WEWINC SHALL CONFORM TO AMERICAN WEWNG SOCIETY 1. UNLESS NOTED, ALL ANCHORS IN CONCRETE SHALL B CARBON STEEL HILTI NMN t. CONFORM TO NSC MANUAL, OF STEEL CONSTRUCTION, NIMH EDITION. pY0MN1p N"'0"D'L^°°nLr°"°`^^^'a• SPECIFICATIONS. sox r ymu u SHALL BE NORMAL WEIGHT CONFORYINf� l0 MTMOJI. STANDARD 01.1, IARSf EDTBN. BOLTS 11 (HKB) ICBG REPORT LL 4821. UNLESS NOTE-, '. 315"ENT (E) (NOT 2 1/2'VE � I I fNER - SHALL BE AS FOLLOWS: 1/4' 3/4'DIAMETER - Z', 3/8' /4.DIANOM I 2 1/2' T. MATERIALS: """ w•.m.mNxm,ra'aw.a,w.ne,. MTN MI6, N=!6 KBI IN GENERAL +mue'3rvr°r•all',aaa,..I°o e. APPLI STRUCTURAL CODE - 1BB8 OREGON STRUCTURAL SPE-WIN JIXlE Z. CONCRETE SHALL CONFORM i0 1?BB OREGON SPECVLIY CODE. UNLESS NOTED, COHCRET,: Z. REINFORCING STEEL WEWIN: SNMLL CIMr OHM TO SYCi 01.4. RENFORCINC SHALL CONFORM -LWEIEA - ] I/Z', 5/8' DIAMETER - {'. J/t' DIAMETER - . J/{', AND 1' OIAAIETFA - e'. �MIb�.�r,.MAN Wa,m„wn aVH..,..w r., SIM-1, BE NORMAL SHALLWEIGHT. NO MMillA t IG DAYS. CONCRETE OR SLAB ON GRAB SHOWN ASTM A-708. [HOLE DEPTH (HD) _ (E) a (DIAMEIER)). ASTM MOO, GRADE B, FY=48 KS. FOR STRUCTURAL TUBING. MyY,y cw°,M'AVFNIn°i•w as wr wNVc„°r J. THE CONTACTOR SHALL USE D DRAWINGS AND EMPLOY CWHERE A CONC5 'N ON THE DRAWINGS SHALL B NORMAL WEIGHT, 4B0 Psi O 28 GAYS WITH AUX14UM WATER UNLESS NOTED, ALL ANCHORS N GROUTEp MASONRY WALLS SHALL BE HILEI NIT �W MS. ISE S. GRADE I`, F�E6 UNm FOR T MKS TIGER . COMPLY WITH THE DRAWINGS RAID SPECIFICATIONSGINEVEREVIEW A CONr;,2i CEMENT RATIO Of 0.50. 3. ALL STRUCTURAL STEEL AND REINFORCING STEEL WELDING ELECTRODES SHALL CONFORM TO WISO M OUTLINED IN HO Mi4 A325WO], CRAN1.E A FOR ANCHOR BENLMOLR OCCURS T DATA, OCIEST DESIGN REDO GOVERN. TWFOR'S RMEY O WEHOP q NTRACT AWS MA OR ASS E-]O.YX. MIN AS"M AIG W A.W.S. OR FOO SEM H SO DMUUCT S. ETC. TOES NOT HALL IN WE ME ENGEOR TROY YE!'MG ME CONTRACT 3. CONCRETE EXPOSED TO WEATHER SWILL BE NR-ENTRANEL IN ACCORDANCE WITH ACI- Z. WHERE CN.LEO OUT ON THE ORAMNGS. USE HILTI NIT KIBO MgUpED BOA ANGNGAING MIATI MTS. THE CONTRACTOR SHALL INFORM ME VIAL FOR IN SPECT OF ANY SPELIFK 318-09 TABLE 4.1.1. NORMAL WEIGHT CMMM SUBS SHALL HAVE MR CONTENT IN 4. FLEW WEWING SHALL BE SHOWN ON MECMR1 OMWINGS. SYSTEM (LCB REPORT NO 519] . UNLESS E NOT HIT HYMENT SHALL BE FOLLOWS: Vandlry of 1'eTITII DEVIATIONS MID OBTAIN ENGINEER'S WRITFN APPROVAL FOR THE SPECIFIC DEVIATION. DS ACCORp E WITH ACI ]02.18-89 TABLE 5.F.7A 3. THE CONNECTIONS FOR ANY PORTION OF WE SIRUCTURE HOT INDICATED ON THE DRAWINGS S. ALL FIELD FULL PENETMTCN WELDS SHALL B INSPECTED AND TESTED SY A TESTING 3/8• DIAMETER - 3 1/2', 1/2 DIAMETER - 4 1/4', 5/8' DWJETEA - 5', 3/4' SHALL BE OESCNED BY THE FABRICATOR. MINIMUM BEAM SHEAR IS SOX OF TOTAL SEW LOA) 4. THE STRUCTURAL DMMNM SHALL BE USED IN CONJUNC M WITH CML, ARCHnMURK, 4. SLUMP SHALL BE 3 - 5 INCHES FOR REGULAR MIX. LARGER SLUMP PERMITTED WITH AGENCY TOB PAO BY HOME DEPOT. DIAMETER a 5/8', 7/8' DIAMETER - 6 5/8'. AND 1- DIAMETER - d 1/4'. CAPACITY. IF NOT GIVEN ON DRAWINGS. STANDARD CONNECTIONS SHALL aE USED WHERE 'I issuanceor93Fdnlinyo(perlRll MEOUNNICAL, FIRE PROTECTION, AND EUCTRCAL OMWINGS THE CONTRACTOR IS WATER REDUDNG ADMIXTURES, POSSIBLE. SIMPLE CONNECTIONS MUST BE DESIGNED TO TRANSFER LOADS TO FACE G SUPPORT 11nn1V41 of plans,specincaticim RESPONSIBLE 'OR COORDIIATION DF ALL REQUIREMENTS INTO THE SHOP DWONGS AND J. WHERE CALLED OUT ON THE DRAWINGS, USE HILTI HIT WISE REBW ANCHORING IN SHEAR ONLY. ALL SHOP CONNECTIONS SHALL B WELDED OR HIGH STRENGTH BOLTED FLEW CONSTRUCTION. 6. ALL EXPOBO WELDED CONNECTIONS SHALL WR CflNUNO SMOOTH AND SUBJECT TO ARCHITECT I 1 L 111 5. ME CEMENT SLABS BETWEEN THE MAXIYLIP of mix) SHALL SITE TO S FOL O AMOUNT 0, WPACVK. THE OR TO COM SHNL SUBMIT WgIIIEN PRGOEWE ANO OETELS TO THE ARCHITECT SYSTEM (LCB REPORT BO. 5193). UNLESS NOTED, EMBEDMENT SHALL BE - FOLLOWS: CONNECTIONS SHALL A HIGH STRENGTH BOLFO WHERE POSSIBLE. UNLESS NOTED. USE 1,he THXShaII,., L>e 5. THE STRUCTURE SHOW ON THESE DRAWINGS 6 STFIUCTUgALLY SOUND ONLY N IR CE4EK Ai SLABS ON CMB. (15 pn c.y. PI mIK) B M FOLLOWS: 1'-52(1, i0R REVIEW PRIOR TO CO4MFNCING THE 'MORN. 3 - 3 1/2', /4 - A 1/Y, /5 - 5'. /8 - B 5/0'. i] - 8 5/8', /B - B 1/4'. 3/4' DIAMETER ASTM A-325N BOLTS. "'Is9rued lO he H pP.Fp1i1 Nn, or an COMPLETED FORM. THE CONTRACTOR SHALL TEYPoPMILY SHORE AND BRACE ALL 3/4'-540, 1/2'-590, 3/8--810. AGGREGATE SIZE SHALL BT EXCEED 1/4 SUB THICKNESS. - 10 , MO /10 - 12'. ayproVel OI any Nolallon ul ally pf ]. PANT EL WELDS WIN RUST INHIBTIVE PAINT. 4, STRUCTURAL STEEL SHALL RECEIVE ONE SHOP CGT OF RUST INHIBITINE PRIMER, the anal of a Quill tion or o(all EMM, FORMS, L, C NST STEEL, ANBD AND 4MOHRY, TO SE55L CRAMY, EWTH, WINO, 6. DO NOT ADD FLY ASH TO THE CONCRETE WALES. 4. UNLESS NOTED, ANCHOR SPACING (M) SHALL B AS PUBU5HEO BY ME MOST CUA'RENT P y SEISMIC, THERMAL, ALL HIRE AND MISCELLANEOUS LOWS DURING WMERCONSTRUCRON. ARPROV4D LCB REPORT IN ORDER TO CEVELOP MAXIMUM WORKING LEAD. UNLESS NOTED, 5. GROUT UNDER BICE PLATES SHALL BE SIM6BUT 212 AS MANUFACTURED BY SIM other ErOBlance of the jonsdIchm. THE CONTRACTOR SHALL HIRE ANO RAY A DESIGN AND I Si ECT ALI ENGINEER ]. CONCRETE CURING SHALL COMPLY WITH ACI 305. CURING PROCESS SHALL STMT ANCHOR EDGE DISTANCE (ED) SHALL BE AS PUBUSHED BY THE MOST CURRENT APPROVED LCB CORPORATION OR SET GOO M A MiER Ea'"PIERS. REGISTERED N THE SGIE W OREGON TO DESIGN AND INSPECT KL TEMPORARY SNORING AND BRACING. IMMEDIATELY FOLLDNIG INITIAL SET. CURING SHALL BE HT CURING COMPOUND. CONCRETE MASONRY: SPORT IN ORDER TO DEVELOP MAXIMUM W W14C SHEW LOAD, S. STEEL COLUMNS AND BASE PLATES SHALL PAVE A MINIMUM 3' CONCRETE COVER d. RIS ME CONTRACTOR'S SOLE gE5PON51BLUTY TOFOLL01V ALL APPLICABLE SAFETY 8. NM WLATHES CONGAETNC: COMPLY HATH MI 305. NO CONCRETE WOVE BO DECREES 1. CONSTRUCTION SMALL CONFORM TO THE BUILDING CODE WITH INSPECEION. 5. MASONRY WALLS RECEIVING ANCHORS SHALL. BE GROUPED PRIOR TO ANCHORING. PROVIDE PROTECTION. WHERE A COLUMN OCCURS N A PUMPER OR AT AN EXTERIOR PIER ENCASE CODES AND REGULATIONS DURING ALL PARSES OF CONSTRUCTION. AGGREGATE. SHALL 9B4FL AND SUBDIVURED. LMM IDE SHALL B FIETE SPRINKLED WIN COD WATERATURE BY MOUND ER. MER 2. CONCRETE MASONRY MATS SHALL BE STANDWO HJGHT AND CONFORM TO ASTM CBO CRALE N. PUBLISHED SAND MINIMUM Y CB REPORT.DISTANCE IS REWIBO TO DEVELOP THE MAXIMUM WORMING LOAD COLUMN TO MINIMUM 12' ABOYE CARNE, FINISHING CONCRETE, I'SE UGM FOG SPRAY UNTIL CURING COHPQUND IS USED. TYPE I (NET AREA COMI STRENGTH B ME UNITS - 20M PSI). MASONRY COMPRESSIVE ]. FOR ALL EXPOSED SMUr:1URAL TUBE CONNECTIONS. MENS SHALL BE NO MIME THAN CONNEMIMS OF ALL ITEMS SUPPORTED BY ME STRUCTURE ME THE RESPONSIBILITY STRENGTH F'M - ISM PSL 6. ALL ABHORS F LLL BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS IN ORDER TO A 1/8' GAP BETWEEN THE MEMBERS. ALL EXPKED ENDS OF M MEMBERS SHALL B OF THE DISGPUNES WHO ME MAIM MESE ATTACHMENTS, MESE ATTACHMENTS 9. CPLD WEATHER COWAVING: COMPLY WR I ACI 308. SPECIAL MATERIAL AND PROCEDURES DEVELOP F,E PUBUSHEO WORKING LOADS. UNLESS NOTED, SPECIAL INSPECTION SY A TESTING CAPPED WRM A 1/4' STEEL PLATE WITH GROUND SMOOM WEWS. WInJu.+ ",':CM.nTW PC SHALL B DESIGNED TO RESIST ALL GRAM, WIND, MND UPLIFT, SEISMIC, THERMAL SHALL BE PROVIDEr DURING PLACING 6 CURING CONCRETE BELOW 40 DEGREES FAHRENHEIT. 3. UNLESS NOTED. Uy MISMW IN RUNNING BOND. ALL CELL5 BELOW GAGE SHALL BE GROUTED AGENCY IS KQUIRO. Pl; LOADS. ETC' (UNLESS NOTED). B. FANNIGiOR TO SUBMIT TO STRUMUWLL ENUNEM FOR REVIEW TWO SETS OF STRUCTURAL My +It18 10. CURING, HUT AND COW WILANER CONCRETING PROCEDURES ME GIVEN AS A GUIDE ONLY. ]. MINIMUM CONCRETE COMPRESSIVE STRENGTH REQUIRED AT TIME OF INSTALLATION ai ANY STEEL SHOP DMMNOS CONNECTION DETAILS DESIGNED BY FABRICATOR TO BE SIGNED AND OR[G9N(li+ OR 97035 9 OR ONE CONDITIONN,,'R SINAL APPLY FOR ALL ILLI E Est TSIMILW, CONDITIONS UION, OR A NOTE 15 NLESS IT IT IS W CONCTRCT£HALL NOT NEBL T' TO PRINT DAMAGE AND LACKS. DAMAGED M 4 USEOPEN ENCBOT OM OPENINGS t ENDSOFMALL? P WESW�LLD BEAM BUNITS. EXCEPT BNL,CLOSED ,), 'ANCHORS SHALL BE 2500 PSI. SEALED W PROFESSIONAL ENGINEER RESISTEREO IN OREGON. 5W-I23 CR 9 OTHERWISE NOIF0. S. MINIMUM GROUT FILL MASONRY COMPRESSIVE STRENGTH REQUIRED AT TIME GA INSTALLATION NG IN 9. THE CONTRACTOR SHALL SITE VERIFY ALL DIMENSIONS AND CONDITIONS. REItC ORCING STEEL: 5 SHALLALL REBEE MCED DOWELED INTO THE FO NDATIONCELLS SHALL BEOANDRTICAL E ND INTREINO HE BOND BN�ETE MASONRY OF ANY ANCHORS SHALL BE 15BO PSL STEEL DECKING NOTES 10. UNLESS NOTED, ELEVATIONS SHOWN ME TO UNDER S.DE OF METAL DECK OR TO 8. CONCRETE MASONRY LINO. iHALL BE CUT BELOW CONCRETE BEAMS OR BONG SEWS AS 1. DESIGN FABRICATE AND INST&L STEEL DECK TO THE STEEL DECK INSTITUTE MANUAL. TOP OF FOUNDATIONS. REINFORCING STEEL SHALL CONFORM TO ASTM A-611, MADE BO (U.N.) AND ORAE b SPECIAL INSPECTIONS: LATEST EDITION, AI r^.;.--`M I REQUIRED IN ORDER TO BE. CONMUCUS BEAM OR BOND SEMI AT ME PROPER ELEVATION. FOR /J ANO SMAl1ER BOWS. MIN. LAP b DUJIEFfl (U.N.). PLA 11. UNLESS NOTED, SUBMIT SHOP DMMNGS OF ALL FABRICATED MATERNS FOR ]. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL 1. THE MINUR SHALL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS 2. MCKIW PROFILE: '-'-^ RENEW. DESIGN DRAWINGS SHALL NOT B REPRODUCED FOR USE AS SHOP DRAWINGS. 2. WELBD HARE FABRIC SMALL CONFORM TO ASTM A-185, MIN. LW SHALL. B B' (U.NJ' JOINTS. MAXIMUM CONTROL JOINT SPACING SHALL BE W'-0' U.N. CONTROL JONT SPACING TO PROVIDE SPECIAL INSPECTONS DURING CONSTRUCTION COMPLYING TO 3' Pr 1 1/2' OP. MINIMUM 0209-. (22(DA) ZINC COATED STEEL CONFON.40 TO ON CONCRETE MASONRY WALLS SUPPORTED DIRECTLY M SUB-M-GRADE SHALL MATCH THE ME 1997 UNIFMM BUILDING CODE WITH OREGON AMENDMENTS. ASTM A40 FOR ROOFS. PROVIDE COMPOSITE DEFORMED STEEL DECKING FLR FWOS. 12. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE Al ME JOS SITE. 3. REINFORCING THAT IS MEWED SHALL BE WELDABLE TYPE. ABN A ]00, SLAB FLOOR JOINTS SPARING UNLESS ME SUB-ON-GRWE IS THICKENED UNOR THE CMU ZINC COATING TO ASTM M25 WIPE COAT 15 G/50.14 FOR INTERIOR EXPOSURE 09 ' A WALLS. IN NO CME SHALL ME LENGTH OF JOE SPACING/HEIGHT OF WALL NATIO EXCEED 3:1. REINFORCING STENT!: FX 2]S G/SO.M FOR TEGIM OR EXPOSURE OR PARKING EGAUG AS. PROVIDE METAL E I •,,..�.,._,.. . .... . ._..„,., 13. NO SUPPORT PREVISIONS HAVE BEEN MANE FOR fOUlf`4EK OVER 200 POUNDS OR AND FASTENERS TO GWR! THE VERTICAL 'RAX SPMFIED ON THE DRAWINGS, PIPES OVER 3' DIAMETER EXCEPT AS SHOW. UNLESS NOTED, EQUIPMENT SHAD B SLABS: B. SEE ARCHITECTURAL DIMMNGS FOR LAYING MASONRY ANO LOCATION Of OPENINGS. TO CLOSING PROVIDE INSPECTIONS ORMSF OR THEOR OF CONCRETE TIN THE 'TO ME 403 SDE.D PLANS R MINIMUM OAPNMGM SHEW 250 PCF. ( Z SUPPORTED BY 2 JOISTS WHERE FNH SUPPORTS RAF OF THE EQUIPMENT WEIGHT. ANY MOTIONAL REQUIREMENTS SHOULD BE APPROVED SY THE ENGINEER. I. SLAB CONSTRUCTCN SHALL COMPLY MRI MI-302, tR-89, CUBS 5 FLOOR. 9. MASONRY HORIZONTAL JOINT REINFMCENENI SHALL BE SIMDMO ANDER TWE WITH NO FEWER S. MONO: 3. INSTALL DECKING CONTINUWS OVER IAIN. 3 VMS EXCEPT WHERE OTHERWISE APPROVED, EOOPMEM AND PIPES SMALL BE BRACED LATERALLY BY THE INSTALLER TO THAN TWO WNCITVLIN& WIRES AND CROSS WINGS AT NO MORE THAN 18' CENTERS. HARES RESIST SEISMIC FORCES- 2. C.J. DENOTES CONCRETE FLOOR CONTROL ,DINT. UNLESS NOTED, MAXIMUM SPACING OF SHALL BE AT LEAST 9 CAUGE. JOINT REINFORCEMENT SHALL BE GALVANIZED IN ACCORDANCE METAL ROOF IPROVIDE '2ECV IC INSPECTIONSINSPECTOR SHALL CHECK OUNIFICATIMSEOFI WELDERS NG OF 4 FASTENED W /P2-11GA 3/4' SSTEEL ABER METAL 24 SC]REEWS,SMET METAL SCREWS, SIDE LAPS t4. EQUIPMENT WEIGHS SHOW ON ME SI^UCTUML ORAMNCO ARE MAXIMUM SUB CONTROL JOINTS IN FEET, SHALL B SUB MIL'NNESS IN INCHES X 4, ME RATO OF WIN UBC BTMDWD 21-10. AT START OF THE WORK AND WME FINAL INSPECTION OF ALL YEWS FOR OPERATIN5 WEIGHT INCLUDING CURBS AND MISC. THE GONTRACIM SHALL VERIFY SLAB PANEL DIMENSIONS SHALL NOT EXCEED 1.5:1. SAW Wl SLAB (1/8' MOE X SLAB COMPLIANCE PRIOR TO COMPLETION Of WS WING. INSPECTION IS NDT 5. SUBMIT TWO SETS GA PRIKS OF SBP DRAWINGS SHOWING OVALS. MAIERA AND BRING TO ATTENTION OF ME ENONEER ABY DEVIATIONS. THICKNESS /4) AS SOON AS ME SURFACE 5 RWM ENOUGH 50 THAT O WILL NOT BE REQUIRED FOR WEWING GONE IN AN APPROVED FABRICATOR'S SHOP. SPECIFICATOtlS. FASTENING SCHEDULE AND DESIGN LOADS, DECK FABRICATOR TO DESIGN DIUGEU BY THE RUDE. ME OPTIMUM TIME TO CUT ME SLAB WILL B THE CONTRACTOR'S DECK FOR ALL LOADS SHOWN ON STRUCTURAL DRAWINGS. SHOP DRAWINGS TO BE SIGNED 15, SEE ARCHITECTURAL DRAWINGS FOR SCUPPERS WHICH SHALL BE PROVIDED TO RESPONSIBILITY. GENERALLY IN MODERATE WEATHER CONDITIONS, THIS TIME WILL BE WITHIN MASONRY MORTAR AND GROUT: C. HIGH STRENGTH BOLTING: AND SEALED W PROFESSIONAL ENGINTIER REGISTERED N OREGON. REVIEWED ! R D,5 MINIMIZE WATER ACCUMULATION. 4 TO 12 HOURS AFTER THE SAB IS POURED. THIS TIME HALL BE EMUER IN HIM OR DRY PROVING INSPECTIONS PER 1998 BOCA SECTION 1705,3.3.1 FOO BOLI WINSTEAD WEATHER CONDITIONS. SUBS WITH S IBIOUI- A E CCKS WILL BT BE MCEPTEU J. SB 1. PORM TIO CEMENT - MEETING ARM MED M ME II. CONSIDERED NOT BEING SUP CRITICAL NOR SUBJECT TO DIRECT TENSION. 3 oD. IOc. � REPUOM CEYENT SHALL BE AT OPTION OF HE DEPOT AT CONTR&9OR'S IXPEIISE S. CHECK MECHANICAL. AND AgCHIFCTUML DRAWINGS CON OPENINGS, NEON. UNIT:, MOLES ETC, TO BE MADE IN MET& DECKING. OPENINGS SHOW ON STRUCT. OWLS. FOR MECH. ApeB DESIGN LOADS: ]. WERE POSSIBLE, PUCE CONSWUCTION JOINS AT COLUMN ONES, Z. MOWN - UNLESS NOTED, ME S (PROPERTY SPECIX CATIONS), CONFORMING TO ASTM (C270). D. SPECIAL GAMING, EXCAVATION AND FILLING: UNITS, OUCH At PIPES ME APPROX. ONLY IN SZE. LOCATION ANO QUANTITY. ME MECH. CONTRACTOR MUST PROVIDE CONFIRMATION OF THE LATEST INFORMATION TO ME PROVIDE INSPECTIONS TSI SATISFY CODE D WNG OF BOTCH 1]05.' GENERAL CONFMCTOR AT THE STRUCTURAL STEEL k MET& DECK SBP OUMNO ]. CR E UNLESS I AT 2 COARSE ROUT PFA GAVEL (MAXIMUM DENSITY 115 PCP. +/- 1'.. OF THE BOG HAUNG O BUILDING CODE DURING EARTHWORK E%GVATIONS, APPRWAL STAGE DF ME PROJECT. CUT OPENINGS IN DECKING WHERE INDICATED ON DESIGN RBF LIVE LOAD: --------- 25 PSM (SSW LDAP) 4. SLABS 3' CORNERS OF OPENINGS, CUT OUTS AND PENETRATIONS SMALL BE REINFORCED LAB SHALL BE 20GO PSI AT NI DAYS. GROUT SHALL CONFORM TO ASTM C NB. SLUMP 0' +/- 1'. GRADING AND FlWNO OPEMTCNS. ME DRAWINGS 6 IN CWPERATM WITH OTHER TRADES. REINFORCE OPENINGS BETWEEN DURING(Y-O' LONG). SLAC COLUMN BOX OUR TO PIIEVFNT WATER PENETNATCN UNDER SLAB PRONDE CLEAN OUT OPENINGS WHERE CBOW LIFT EXCEEDS W-D'. E, STRUCTURAL MASONRY: e' a i6' WIN 2 1/2 a 2 1/2 R 3/16' ANGLE PERPENDICULAR TO FLUTES. OPENINGS DESIGN MNG LOAD: -------------- 80 M.P.N. DUPING CONS'RUCTON AT EXPANSIE SOILS. EXPOSURE: ---------------------- B 5. PIPES, MICS, CONDUITS, ETC. SMALL NOT BE PLACED IN SVGS UNLESS ARPROYEO BY THE PROVIDE PERIODIC INSPECTIONS DURING PL"LNG OF MASONRY UNITS. LARGER TUN 16' FRAMED BY STRUCTURAL STEEL ERECTOR. SEISMIC: ----------------------- ZONE 3 ENGINEER. (FACE BELOW SLAB). COLD FORMED METAL FRAMING: IMMEDIATELY PRIOR TO CLOSING'OFI CLEMOUTS. AND DURINCG GROUMG S. SEE ARCHI'FCIURFL DRAWINGS FOR SIDEWALKS, EXTERIOR SVGS, JTEGIDR SUBS. SLAB 1. METAL STUDS AND JOISTS SHOMI ON THE DRAWINGS SHALL BE M PER ICBG 1715P. OPERATIONS. SIMPLE AND TEST MASONRY UNITS FOR COMPRESSION DEPRESSIONS, AND ELEVATCNS, STRENGTH IN ACCORDANCE WITH ASTM 0140, ONE SAMPLE FOR EACH 2, DESIGN, FABRICATIONS 00 ERECTION SHALL CONFORM TO MSI SPECIFICATIONS FOR THE 50M SQUARE FEET OF WALL AREA, SAI MND TEST UROUT FOR SM DESIGN OF COW FERMEC STEEL STRUCTURAL MEMBERS', LATEST EDITION. COMPRESSIVE STAENGTFI IN ACCORDANCE WIN MTM 01019, ONE SIMPLE SIMM DRAWN%/OUT SMUTS AI REQUIRED FOR ME FOLLOW NES, FOUNDATION NOTES: ], WERE CONCRETE IS NOT PWYD DIRECTLY OVER VAPOR BARRIER, SUBUPADE MUST BE FOR EACH 50M SQUARE FEET OF WALL AREA. -STRUGTAK 5T�- OANPENED. PAINTED NATERWS:]. STEL ST DI RAFTLRS 1, DESIGN SOIL BURING PRESSURE 2000 PSF AT A BPTM OF 12 II4CHU BELOW TOP OF A. ALL PAINTED SNpS, JOISTS AND ACCESSORIES 12, 14 AND 16 GAGE, SHALL 2. ME SPECIAL INSPECTOR SHALL B A OULLIFIED PERSON WHO SHALL -STEEL D Afw SUB AT .NSRION FOOTINGS AND 18 INCHES BELTM LOWEST AOJACEK GRADE AT PERIMETER B. UNLESS NOTED, ALL SIDEWALKS AND SINES-ON-GRADE NOT SPECIFIED ON THE STRUCTURAL DELONSTRAtE HIS COMPETENCE, TU THE SATISFACTION OF ME BUILDING OFFICIAL AND EXTERIOR FOOTINGS WITH FOOTINGS SEWING ON COMPACTED SUBGMDE M OUTLINED DRAWINGS SHALL BE PLACED ON COMPACTED SUB-GRADE. MINIMUM SLAB THICKNESS SHAUL B FORMED FROM STEEL THAT CORRESPONCS TO THE REQUIREMENTS OF A.S.T.M. 1470, FOR INSPECTION OF ME pAREICUUA TYPE OF GONSTRULTION OR OPERATION IN SOILS REPORT. MAXIMUM TOTAL FOUNDATION SETTLEMENT 1' MD DIFFERENTIAL BL O N'. PPINFOICNC SHALL BE WELDED WIRE FABRIC WWF 8X6-W2.OxW2.9 PLACED AT GRADE W WITH A MINIMUM YIELD OF 50,OW PSI. FOR I'NSP TIM O TWE PAON. SETTLEMENT 1/2'. MINIMUM SUBGRME MODULUS 125 PCI. MINIMUM FROST COVER TO I" BLOW TOP OF SUB. UNDERSIDE U FODTING TO BE Ie' BELOW ADJACENT EXTERIOR FINISHED SURFACE. ALL S. A.I. PNNTEO 14 AND 16 CANE TRACK SHALL B FORMED FROM STEEL TUT CORRESPONDS 3. DDIFES AND WSPONSMUTIES OF THE SPECIAL INSPECTOR: DESIGN PARAMETERS SHED BE vM%nED BY A O1&IFIEO GEOTECHNICAL ENGINEER. IT B SLAB-ON-GRWE RFINFONOING SHALL BE SUPPORTED ON MIMES WIN FLAT BOTTOM. TO THE REQUIREMENTS G A.S.T.M. 1470, GRADE 33 WIN A MINIMUM YIEW OF 33,000 PSI. A ME SPECK INSPECTOR SHALL OBSERVE ME WORK ASSIGNED FOR IS THE RESPONSIBILITY OF ME CONTRACTOR TO REPORT ADVERSE CONDITIONS. M AN ALTERNATE TO BUSTERS, A CENTIf1GTOM FROM A CONTINUOUS SPECIAL INSTRUCTOR CONFORMANCE WITH THE APPROVED DESIGN DMWINGS AND SPECIFICATIONS. STATING THAT THE SLAB REINFORCING IS AT THE PROPER LOCATION IS ACCEPTABLE. C. All CENTER 18 AND 20 DACE STUDS JOSS ANLL TRACK, BRIDGING. AND CLOSURES 2. TIME 511E SHALL 2 PREPARED IN ACCORDANCE WITH SOILS REPORT BY CEO AND O ACCESSORIES SHALL BE FORMED FROM SILL THAT 33.000 i. TO MU REQUIREMENTS B. ME SPECIAL INSPECTOR SNAIL FURNISH INSPECTION AND GO THE GEED JUNE 25, HE (FILE / 2401-030-01)-01) M WELL N CML DRAWINGS AND 10. LTO SE PAI PRIOR N PQUME EACH SCM, A QUALIFIED OEOTECHNI P VIDE ER OF AS.T,M. MI I. GRADE C WT. A MINIMUM YIELD OF 33,000 PSI. B L INSC OFFICIAL, THE LBE BOUGHT OF RECORD, ANO ME CONTON OF . ALL DISCREPANCIES SHALL B BBUGM i0 ME IMMEDIATE .TIENWE OF SPECIFICATIONS. THE MOST CONSERVATIVE RECOMMENDATIONS SMALL GOVERN. TO B PND BY OWNER HOME BPOnn SN&L INSPECT ME PM AND PROVIDE A CERTIFICATE D. ALL PENIEO MATERIALS AND ACCESSORIES SHALL BE PPoMED WITH RUST INHIBITIVE THE CONTRACTOR FOR CORAECTCN, MEN, If UNCORRECIEO, TO ME STATING TMT 'ME PAI MEETS THE PPWECi DESIGN REQUIREMENTS. IF WEATHER CONDIEIONS RAW MEETING THE PERFORMANCE REOUIREMENIS OF 7-P-8380. PROPER DESIGN AUTHORITY AND EO ME BUIWING OFFICIAL ]. AND U FILL IS SUKFIO I SHALL BE PLACED IN ACCORDANCEHNI WITH INSTRUCTIONS CHANGE REBF'TFlCATION WILL BE BOVIRED. AND UNDER ME SUPEgN510N OI A QUALIFIED GEOTECH!HC& ENGINEER. C. W E HERSPECKTHE INNORK RE SMALL SUBMIT A FINE IO NW , TO ESTATINC BEST 11. FINISH1Nr OF SLABS ON CRApE SHALL COMPLY WITH AC-]O2.1R-89, SECTION 7.2 CALVANRED MATERIAL: WHETHER SP M3RK REWIRING SPECIAL INSPECTION WAS, TO ME BEST 4. ALL DICAVATONS AND ENGINEER TO VV PMS SMALL B,1 IRITMA A BY A ORT MA WIPP 3 iR0`A:INCS. A ALL ED WIN 511105, T COR ANO ACS TO AGES 12, 14 AND IR GME. SHALL BE OF ME INSPECTOR'S KNOWLEDGE. IN CONFORMANCE MAIM THE MPROVED CEOEECNNS. C OTECHI TO ENGINE THE DESIGN CRITERIA AND BEFORE NNERSE FORMED WITH STEEL THAT CORRESPONDS TO i. MINIMUM REQUIREMENTS OF AS.T.M. AI48, PEDIS MO SPECIFIGTONS AND THE APPLICABLE WORKMANSHIP PROVISIONS CONDITIONS. (CEOTECNNIGL ENGINEER TO BE HIRED MO PND BY NOME DEPOT), ORAOE D WITH A MINIMUM YIELD Of 50,OGO P51. OF ME CODE. 5. FETING ELEVATIONS GIVEN ME FOR PURPOSE OF X1101 CE AND SHALL BE ADJUSTED B. `IL GALVANIZED 18 AND 20 CAGE STUDS AND JOISTS, TRACK. BRIDGING END 4. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE ME REQUIREMENTS OF (LOWERED) AT TIME OF DICAVATON TO MEET SOIL CONDITIONS, AND ITINIMUM CLOSURES AND ACCESSORIES SHALL B FORMED FROM STEEL THAI CORRESPONDS TO THE SPECIFIED QUALITY ASSURANCE TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIREMENTS M SPECIFIED ON OETAIM ENGINEER SHOUT BE CONSULTED. BQLIREMENR Of A.S.T.M. 1448, OWE AWIN A MINIMUM YIELD OF 33,000 PSI. PFQUIREO. S. SACKFUL AGAINST ACLS SIAL BE DEPOSITED EVENLY AGAINST BOM SIDES OF C. AU_ GALVANIZED MOO, JOISTS, RACK. BRIDGING AND ACCESSORIES SHALL BE WALLS UNTIL THE LOWER CAME IS REACHED. FORMED FBM STEEL HAVING A G-BO GALVANIZED COATING MEETING THE REOUIREMENH' OF A.S.T.M. 1425. ]. SEE TYNC& STEP FOOTING DETAIL FOR STEPS IN FOOTINGS. 4. UNLESS NCTED, ALL SCREWS OR PINS SHALL BE NON CORROSIVE NO. 8-18 (D=.125-) OR LARGER. (GO NOT USE STAINLESS MEL OR COPPER COATED FASTENERS). 5, UNLESS NOTED, TRACKS SMALL BE SAVE DEPTH M STUDS OR JOISTS AND EQUAL OR THICER WOE THAN STUDS OR JOISTS. TRACKS SHALL BE CONNECTED TO SUPPORTS AT hl' MAX, STUDS OR JOISTS SAIL BE CONNECTED TO TRACKS AT EACH SIB. III THE QUANTITY OF MOS AND JOISTS DISPLACED OR CW MER OPENING SHALL B PLACED HALF ON EACH SIDE OF OPENING. r. BRIBING FOR NON LOAD BEARING WELL STUDS SHALL BE AS FOLLOWS: A. WALLS UP TO 10'-0' HUGE: ONE NGW OF BRIDGING AT MID HEIGHT. D. WALLS OVER 10'-0' HECK 5'-O' O.C. MAX. SPACING. R. BRIDGING FOR LOAD SEWING WALL STUDS SHALL BE M FOLLOWS: A WALLS UP TO 10'-0' HEIGHT TWO ROWS EDLALLY SPACED. S. WAII OVER 1D'-O' HECK: MAXIMUM SPACING Y-P. S. BRIBING FOR CUUMG, ROOF M FLOOR JOISTS SHALL B M FOLLOWS: (U.N.O. M PUNS) A. USE SOLID BRIDGING AT 2 END JOIST SPACES AND ONE SPACE 10'-0' S. USE 2' WIDE X 16 GAGE STRAP AT REMAINING SPACES AT TOP AND BOFQM. C. NUMBER OF ROWS SHALL BE NOW FOP 0' TO 7' SPAN, ONE FOR T' TO 14', TWO FOR 14' TO 20', AND THREE FOR 20' TO 28'. tION' -156JEC POR BP L\ M102 R 1 I2 WH "1110110 eW HIANICL NYPJO T 13,12w ANCHORS EMBED 5'MIN. (I IR'IOJBE DIST.ON 1°LJ 1/0 LEDGER EL lei' - '7 aSUITE 201. 2830 - 116th AVE. NE t�.lt BELLEVUE, IIA. 96004 TOLL FREE: 1-877-832-3350 PL 12x1 x12 BEIM S11M5 OF - TMP. FAX: (B04) 632-3351 TILT-1.P MSI-5/40 ASCII TNFNSVb MN• :4 wMw.DmiceRDcoDANnIQR(.com BOLTS In'EOBE DIST,ON PU 9A ti R l2xl/2XI2 CM 4-5/e0 HILTI PRIM DOLTS c R.AEE TO 4'_T . HA4 TNREApED X006 EPDXY 6' MArGH INTO TILT-UP USING HILTI NIT"SO cOxsu Axr PRO A 1/2'EDGE DIST.ON PW 1�QED , D 0 D D EDU NIADINEFm ` PL 3.1n.12 OM 2-5/80 11LI1 c 831 P. 105-E THREADED ROCS '. I HiSoNCTS OXOXTTI9TJA k EPDXY 6'IKO TILT-UP USING X Y N HILTI WT WISO(I I/2'EDBE r} f g DIRT.ON PL1 1 L11t'�"�T Y 1.1 t� TTP. EXPOAE L-.:. :'I. J I MIST.SLAIB m 1 s rTRONOBWC - [ PYP. THENERC Ur ro 0 F iAI11iJa WITH NO OVERLVI' NOTE, STRONSBAGKS TO SE FASTENED To TILT-M PANELS A5 5NpYN� TOOL RENTAL TO GUTTINS,OF Ew OPEMIASEI CENTER INTERIOR ELEVATION srpRB / .DOB r OF WALL ON LINE 'H' i1BUD S.W. BW9nou PAB[,TAY uAAMNIT 'IT. 1TOAR0. OREGON pp 5TRUCTURAL NOTES W p RECEIVE rzGN. RAHG�F wn _ OGTJO2 s DEC13 �0 ( "X'o NB x°. 302001 R$ CITY OF TIGAHUPnIIN IMAANRIR x°. BUILDING DIVISION K.sP.Pnm.le MR'P S 1 O - BtILINOWw DN" "11 BUP2ODx12Wx5 9CLLp I IT off tx _N.TB. I NOTICE.IF THE PRINT OR TYPE ON ANY III Illi I I I�III 1111 III I�III I I�I1111�111 T�T I[�IIT 711�'fiyl IiI�I�I IIIT Illi 111 lll�I TI I�III III�I I II(�11111�11 III�III III I I I�III III III�I III IMAGE IS NOT AS CLEAR AS THIS NOTICE, .2_1 � I !pL I �l I bl I b� I �� I _�b�_ 14�_ �� •Ta ,t_ 131 ')00-5 IT IS DUE TO THE QUALITY OF THE x,As rigs,;, ORIGINAL DOCUMENT X�B II IIILI, IIIIII, 1111111111L11 W�UUIIUt IWI I I 30X This d•awmg is an mytnrment of service and ren,mne the property of Dmicran Consulting Group,Pri ne Consultant ur•d licensed Prcfeseionai of Record(*PR).All Information"torn �1. FENCE on this drawing is co,,,ght ,,atedu l and is for use on the (-POST named Prolect only.Information contolned herein maY not a " used or reproduced In anyway @Khoo exit on permiseion All FI _ T`(P, FENGE POST aPProved reproduct'ons of lhls drawing shall bear the I/4 v T5 5x51(1/A"• 12-0" 3 04t � r d..Ignoted ftm nom... " I I O/C MAX. Drawing@ shall not be scaled,fie Contractor shall verify and -- - �'��" ..-.._-4b�•O N.T.J._ bo responsible for all dlmev ens,ons,datum and elations --- -------- -- _ I I `tea' HORIZ.RAILS pertinent to executing the wort.01sorepancies and variations --- I T5 4x3XI/b' ,hair be reported to the PR oefore wart is pertormed.in all I�I-, s -0" I ONC OPLL crew the .Th version of r s contract documents previous shall W 3••r4 x 9'-0"L6.TOP used on a14.The contractor shall enure on revloue r - WIRE MESH 4BOT. GENT ON POST rerelons are marked SuPers@ded'with referents to a 4-45 WELD:a6L.E revision number AU conform to shall confoto the cvrent Wcai RE I NFORC I N6 (HOOK• CNR5. t END NEW DOOR \�` I REBAR ANCHORS I I CONDITION5) Building Cade,jurisdictional Codes and local ordinances. oPENIN6 - EXI'�T;ivG HUMS i�tPOT STDFZE - - ------