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Home My WebLink About16710 SMOKEY POINT BLVD_066963_2026 / 'M INSPECTION REPORT N G rO Permit No.: Lot #: F" Address: l� 7/0— S. 10 ,6 � Z Contractor: /�F'/Wo Owner: �P� A0., LINO Date: �2 OC W_APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: ri Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in 9 Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 3 � a7 4A INSPECTION REPORT i;4 ?' Permit No.:o(9 -6 �C�LotAddress:ContractoOwner: ' Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION fK CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date/'_ "� TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in A Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: y2� INSPECTION REPORT 1;4 T PermitNo.: o4, 6,943 Lot #: Address: /lam 710 s�. e7-Contractor:Owner: � Date: (0- u g APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: —2o-0f„ TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical 5t Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: `f 1� w, INSPECTION REPORT 4ti1N Permit No.: o G 0 6 3 Lot #: Address: /6-7 I o Sn1 �, Or f� rn Contractor: 4 Owner: �s41NG Date: 6 —i 3—o Ni APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. r Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing & Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork �&Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: SPECTION REPORT iiGT Permit No.: ot9 6v9� Lot #: Address: f1.- o Sv cti 27- r3c .-n Contractor:Owner: G� Date: .(APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: 5- 2-5-scD(o TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Nc ¢tit TO Permit No.: O(. 6 9163 Lot#: Address: i & 7 r o 5m r�7 _o 4 ✓O Contractor: P-44,M Owner: LINO Date: '5-2-14 ❑ APPROVAL J&PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. l iZ Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing Jk�.Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ®ci 'NSPECTION REPORT iiIN ?' PermitNo.: 0(v (-943 Lot#:Address: iG -710 S�IG,Contractor: 2� Owner: Date: a to ❑ APPROVAL &4PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. "'- a vc----ram 5 i-�w CA Inspector: Date: S—/ 9 --06 TYPE OF INSPECTION REQUESTED ❑ Under-floor ;d Framing ❑ Gas Piping ❑ Footing d Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: 4/ �S INSPECTION REPORT ¢ti1N GI'O Permit No.: ©G 6,s s Lot#: Address: r 611 o SM k,; r mac.(��✓ Z Contractor: O Owner: 4IN G Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. i2�q-ro,/J!, A-,ra�rs.a�I7 Inspector: Date: 5-47-O G TYPE OF INSPECTION REQUESTED ❑ Under-floor IA Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: G I T`f QF- ARL_ I RIGTOhI GUIVSTRUGT I OIV PERM I T PERM I T IVQ _ n ID6 ---E6963 Owner: HAWTHORN INN 16710 SMOKEY POINT BLVD ARLINGTON 98223 Value of Mork: $12, 000. 00 Tax ID: 29310500170004 Phone: Describe Mork: COMMERCIAL REMODEL Proposed Use: COMMERCIAL REMODEL Legal Description: Job Address: 16710 SMOKEY POINT BLVD Contractor's Name Type Address Licenser; RAMO CONSTRUCTION GEN 16710 SMOKEY PT BLVD #204 RAMOC**034LK TOTALS Fee Permit Fee $239. 50 Plan Fee $155. 68 State fee $4. 50 ` L / elSIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $399. 68 I HEREBY C'ERTIF':' THAT I HAVE R AN XAMINED THIS APPLICATION D PAYl1L•'NTS. _ . _ . . _ _ _ . . . . . . . . $150. 00 KN W THE SAME TO BE TRUE AND 9R- RE T ALL PROVI ON` OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $249. 68 OR I ANCE- 'OV NI THIS TYPE OF WW K WILL E P' D WITH WHETHER S L FIEC ht NOT. RATE RECEIPT # `1� ; (,� NG F A ti ' I I I RF �� City of Arlington o • Development Services WA. BUILDING DEP Permit Center REQUEST FOR REVIEW NAME: BP #: 06- DATE: LI t RETURN THIS FORM BY: d PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC; JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT eu�ldihq &,p/ ❑ COMMENTS REVIEWED BY Z" DATE iF City of Arlington Development Services Permit Center REQUEST FOR REVIEW NAME: -,J BP #: 06- C DATE: y� (7�r RETURN THIS FORM BY: C� PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO l� NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE CC�1� R M�� CEN1�R COAp�R 0 0 • City of Arlington Development Services Permit Center REQUEST FOR REVIEW NAME: LBP #: 06- DATE: LI (7 , RETURN THIS FORM BY: PROJECT SUMMARY: LrkMryA p sly &�) \,A1(-)n LKL RESPONDING DEPARTMENTS 'tTOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE • .�. �: "- �, 4� , r: �``Y °fADMMERCIAL REIV IDEL �� o PERMIT APPLICATION >>N G� Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF CONSTRUCTION PLANS, EIGHTS(8) SETS OF SPECIFICATIONS, EIGHT(8) SETS OF STRUCTURAL CALCULATIONS AND THREE(3) SETS OF ENERGY CODE APPLICATIONS (IF APPLICABLE). Type of Permit: ( ) Commercial Remodel ( ) Commercial Addition Tenant Improvement Project Address: � Parcel ID 9- Ova Project Description: r 0 2��'}' I egal r)escripion- �) Project Valuation: ` Construction Type:-._.f_— Occupancy Group: A Building Area(Sq Ft): 15`Floor: 2"d Floor: 3`d floor: 4`h Floor: Number of Units (Multi-family) Number of Buildings: Owner: Phone Number: Address: �� y �� City:MZu� State: MAL- Zip CCode��.�_��y�2� Contact Person: Phone Number: !�'?'. �I ��- Cell Phone: Fax: ��% 1�'�C7j� E-mail: t3L�/��✓ t`�� ' ( Csl-- V-�� State: Zip Code: Address: �� City:{ � �� Zi Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: - Expiration: Plumbing Contractor- Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contr is License Number: Expiration: I her by ve information is correct and that the construction on, and the occupancy and the use of the above- descr _ p rty will in ac ordance with the laws, rules and regulation of the tate of Washington, A56I'i r' plicants Signature Date !-ft �� Print Applicants Name � ' � °� � i FOR STAFF USE ONLY 1 .50 9 Z 11.21 orn Permit# Accepted y Amount Received Receipt# Date Received WEB Forms—09 Page 1 of 1 5/05 dwa :f�i � • . . H � • II � � ' I � I r�� I � - r� Contractor: RAMQ Permit: 06-6963 Date: 04-14-06 Project Address: 16710 Smokey Point Drive Value: $12K Building Permit: $239.50 Plan Review Fee: $155.68 State Fee: $4.50 ;� r.• I I OCCUPANT'S STATLMENT 7 o OF INTENDED USE t, N G" Development Project# Permit#(10-06,2) Project Name/Tenant O r2,0 Site Addressko 7/C7 -77-1 Bldg/Unit/Suite IBC Construction Type F, IBC Occupancy Type =A . Description of Use �� Building Square Footage Area of Construction Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping ect...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft) or canopies(>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. G ArintmejofOcpant/Agent r `e�o v 6,6 Sign t e f,O�Iupant/Agent Date WEB Forms-31 Page 1 of 1 5/05 dwa ,, r - Copyright Borseth Architects. All righttseserved. Not to be reproduced without permission. Original sheet size 24" x 36" (89 , New Restaurant (11�, T. F. BORSETH ARCHITECTS DESIGN BUILD ARCHITECTURE INTERIOR DESIGN - --- - - ~ - - - - I 624 BEACH AVE. (A - - - - - - MARYSVILLE,WA98 270 .359A034 FAX 360.658.9932 EXISTING BR AKROOM l oa , (NO WORK) I/1 -�- - - - - -) - - - - - - I - - - - - --- _ - T m I I Y EXISTIN KITCHEN 12"STONE TOP (NO ORK) i I 1e•x1e" WINE CELLAR I DEC.MTL.RAIL _ 4'-0„OS. I 18"x38" - 9•x9" I � E m I I TYP. COL DE-AIL I o EXISTING WALL EXISTING OPENING RAILING DETAIL N. = TO REMAIN TO REMAIN �^ - - - - - - - - - - - N.T.S. - D Revision �^ � � ^ 75 1 PERMIT SUBMITTAL 4-7-06 ( 1 \) 1 BIG SCREEN \ / y /\ �c OPEN >j // ---- �l BOOTH GE— / _ \ �2'x2'COL. BOOTH �� `�>y '1 (TYP) 3 // Sheet Content UP 8" / //// -\� 03 �1r � BOOTH /!__—�I I BOOTH— LINE OF EXISTING FLOOR PLAN L J� WALL /L Jl •\ GAS F.P. \ /l BOOTH FULL HEIGHT COL. 1� \ / � f BOOTH — —�I ---- DINING �I 2 BOOTH > IS ERE BOOTH — ——— - - - - -I BOOTH- I sr a a xi'E G - �< `-- L JI IF-1 F v ��/�� \ — _ �j I BOOTH L_n ILJ L_JI I \ --� ---- r c L UP ". 12"STo P BOOTH XISTIN L__1 II--1 % I-7 �12"STONE TOpSTONE TOP 3 \ -�/ BOOTH \ / BAR 7_T L_J LA �� __ I ---- � mc� L A �1 -�I , � � � � I BOOTH � �_ Ll I--n L JI `\� 7i 2 WALL T BE y �// -- � C/) REMOVED 18"x18" Q I I /\\ V FL.TILE L__-= Z �� J /\\� > WALL TO REM IN O Z L_1 -(� 02 ' I Cn z - - --- - - -- - - - FLOOR PLANeN o 5 1/4„_V-0", I Sheet No. _ _ -—_ _ --_ _ _ _ --�- Al A I I of sheets Project Information T. F. BORSETH Vicinity Map NO SCALE ARCHITECTS SITE ADDRESS: 16710 SMOKEY PT. BLVD DESIGN BUILD n m P ARLINGTON, WA. 98223 o ARCHITECTURE OWNER: INTERIOR DESIGN u RAMO ,o 16710 SMOKEY PT, BLVD 211 113rd PL NE 4 ARLINGTON, WA. 98223 '� 624 BEACH AVE. 425.508.2702 DO r CONTACT: RALPH w MARYSVILLE,WA 98270 425.359.1034 FAX 360.658.9932 31 PARCEL NUMBER: 293105-0017-0004 D EX T 206 N SITE ARCHITECT: BORSETH ARCHITECTS 624 BEACH AVE D COMARYSVILLE, WA 98270 - 360.658.6118 �. 0 360.659.7261 FAX s CONTACT: TODD LO U 0 LIGHT POWER BUDGET CONTRACTOR o RAMO a 3963/100= 39.63 WALLOWED 16710 SMOKEY PT. BLVD co ARLINGTON, WA. 98223 425,508.2702 a CONTACT: RALPH z 0 m O � T E DO ELECTRICAL BY BIDDER DESIGN (DEFERED) 3 MECHANICAL BY BIDDER DESIGN (DEFERED) c PLUMBING BY BIDDER DESIGN (DEFERED) ° o 0 a 0 m n Revision f s PERMIT SUBMITTAL 4-7-06 0 OCCUPANCY LOADS Code Information ID WINE CELLAR 712 S.F./15=45 TOTAL BUILDING SQ.FT = 7,325 S.F. 3 KITCHEN 1878 S.F./200= 9.39 ALLOWABLE AREA = 9,500 S.F. In• BAR 1424 S.F./15= 94.93 RESTAURANT = 3,963 S.F. L RESTAURANT p 2539 S.F./30= 80 EXISTING KITCHEN = 1,878 S.F. (2)EXITS REQ FOR REST. & BAR o SEATING OCCUPANCY B FIRST n' BAR= 48 SEATS CONSTRUCTION TYPE : TYPE II B FU Y'9RINKLERED o Symbol Legend RESTAURANT=72 SEATS APPLICABLE CODES s Sheet Content 2003 IBC n 2001 WSEC ATTACHED NORTH/SOUTH GRID M,E&P BY BIDDER DESIGN UNDER SEPERATE PERMIT GENERAL NOTES N NFPA13 m SPECIFICATIONS N EAST/WEST GRID - x 01 DETAIL SECTION ELEVATION General Notes Sheet Index SHEET NUMBER _,,.- 74 8 ATE T 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL AND AO CO\fRSHEET ,../� J—� 1 l/ STATE CODES AND ORDINANCES. SP1.0 SPEC.&GENERAL NOTES / BUILDING SECTION 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT SP20 SPEC.&GENERAL NOTES / SHEET NUMBER THE SITE BEFORE PROCEEDING WITH WORK,AND SHALL NOTIFY SP3.0 SPEC.&GENERAL NOTES / 1 B ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES. Al.0 FLOOR PLAN JS qy� A20 REFLECTED CEILING PLAN 7 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES A3.0 SCHEDULES&DETAILS C WALL SECTION AT THE SITE,PROTECT THEM FROM DAMAGE,AND REPORT ANY SHEET NUMBER DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION. r INTERIOR ELEVATION 4. THE CONTRACTOR SHALL PROVIDE ALL SHORING,BRACING, AND rE'Q u,riL� BARRICADING NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF THE BUILDING AND THE HEALTH AND SAFETY OF THE PUBLIC nrv�btw.y V z SHEET NUMBER AND ALL WHO ENTER THE BUILDING OURING CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS tw'Ork' v' O REQUIRED BY CODE. k ^•4.�.. ui —� O ROOM NUMBER b`` "6 �6dp' y.�0!AAXs,•J I„� m z 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS. fp�1,BUILpINQp ARTMENT DRAWINGS SHALL NOT BE SCALED. 1t _`PPR VED (Z O DOOR NUMBER 7. DIMENSIONS SHALL BE FROM STRUCTURAL GRID LINE, FACE OF I „ ('�l '^ Ln CONCRETE,CENTERLINE OF STUD, OR FACE OF ROUGH FRAMING, UNLESS ,,.:,;.0 r� NOTED OTHERWISE. y N.c S. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE BIDDER DESIGNED +; UNIESSArpRO THQ1,112ED L-� ❑ WINDOW NUMBER &UNDER SEPERATE PERMIT AND SHALL COMPLY WITH APPLICABLE per» .,0'l14.pINO IN. THE LOCAL CODES. `" !L'�' h .io^ ,`t '�^'^.•: _O O S. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH THE 4,•r MECHANICAL AND ELECTRICAL PLANS AND SHALL PROVIDE ALL APR DATUM POINT NECESSARY SHAFTS,OPENINGS,BASES, AND STRUCTURAL SUPPORT i 1r�� FOR DUCTS,CONDUITS,AND EQUIPMENT, MECHANICAL AND ELECTRICALS PORTIONS OF THE WORK SHALL BE BIDDER DESIGNED BY THE %'J,ri,MF'1V1 qv- z SUB-CONTRACTOR.. "�P °QV'r;� Q J MATCH LINE 10. NO CHANGE IN THE SCOPE OR INTENT OF THE WORK SHALL OCCUR WITHOUT WRITTEN APPROVAL FROM BORSETH ARCHITECTS SO p, GENERAL CONTRACTOR SHALL NOT ALLOW ANY DEBRIS TO ACCUMULATE O PARTITION ALL TYPE LOOR IN STRUCTURE OR ON SITE. HAUL AWAY FROM SITE AND DISPOSE OF AT �'' CONTRACTOR EXPENSE. 12. GENERAL CONTRACTOR SHALL PROTECT FROM DAMAGE THOSE ! 0 Q PORTIONS OF THE BUILDING NOT IN CONTRACT. ALLOW NO LEAKS IN REVISION EXISTING STRUCTURE. CONTROL SMOKE AND DUST TO PROTECT AREAS OF THE BUILDING NOT IN CONTRACT. _n / Sheet No. 13. CONTRACTOR SHALL COORDINATE MATERIAL DELIVERIES, SUB- I yNjOd �ri 1 CONTRACTOR'S TRAFFIC&RELATED ACTIVITIES. AO •Y. of sheets Copyright Borseth Architects. All rights reserved. Not to be reproduced without permission. Original sheet size 24" x 36" T. F. BORSETH GENERAL NOTES PROJECT SPECIFICATIONS ARCHITECTS DIVISION DO: PROCUREMENT AND CONTRACTING REQUIREMENTS 3.01 INSTALLATION DESIGN BUILD DIVISION 01: GENERAL REQUIREMENTS D. LOCATION AND USE: SEALANTS AND CAULKING SHALL BE INSTALLED/ARpLIED AT THE FOLLOWING A PRONDEANCHORAGE DEVIC_EE ANC FASTENERS WE_FE NE.ES1 SECURING MISCEL,NvEOLS LOCATIONS AND BY THE LISTED MANUFACTURER: ARCHITECTURE 1.CODES AND REGULATIONS 01 11 00-SUMMARY OF WORK MEIN.PBRICATIONS TC N tiC_CONSTRUCTION. :DNCut.ALL FASTENINGS WHERE PRACTICAL. 1. ACOUSTICAL SEALANTS: DOW-CORNING NO.790 OR 795,HENRY'S N0.313E OR NORiON N0. ALL CONSTRUCTION AND THE WORK AF ALL CONTRACTORS,SUB OR GENERAL SHALL 1.01 SCOPE OF WORK FORM JOINTS EXPOSED TO WEFT"-EF'C EXCLUDE IN- 730. INTERIOR DESIGN RACK FULLY COMPLY WITH THE LOCAL BUILDING CODES AND REGULATIONS A THE WORK CONSISTS OF TENANT IMPROVEMENTS IN AN EXISTING BUILDING IN MONTEREY PARK CALIFORNIA B. SET WORK ACCURATELY IN.Ca^N,.ALIGNMENT,AN--ELEVATION,PLUMB,LEVEL,TRUE,AND FREE 2. FIRE WALL PENETRATIONS- DOW-CDRNNG NO.2000 OR NO.790 OR G.E.NO.100, 2.PERMITS: B. THE WORK SHOWN IN THESE SPECIFICATIONS AND ON THE DRAWINGS INCLUDES ARCHITECTURAL OF R MEASURED FROM LINES LINES AND_IfLS. 3. PENETRATIONS AT GYPSUM BOARD WALS N VON-LABORATORY OR CLEAN ROOM SPACE: 624 BEACH AVE. A.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY THE WORK RELATIVE TO: 1. FIT EX CU POSED CONNECTIONS ACRATELY TOGETK="O FORM TIGHT HAIRLINE JOINTS WELD DOM-CORNING NO.999,E NO.786 OR NO.-95,OR G.E.NO.2000E 1. DEMOLITION OF EXISTING DOORS,WINDOWS,HNISHES,AND PLUMBING CONNECTIONS WHICH AR-NO-ti 3E LEFT AS En":=;:"'e5 B'CT CANNOT BE SHOP 2.02 ACCESSORIES MARYSVILLE,WA98270 GOVERNING AUTHORTIES FOR THE COMPLETION OF THE WORK.THE FEES,CHARGES OR AS INDICATED ON THE PLANS AND AS NC C SARI TOR A COMPLETE JOB. WELDED BECAUSE OF SHPPt IvG SIZE LIMITATIONS. .,P NU EXPOSED JOINTS SMOOTH AND TOUCH A PRIMER: NON-ST.AINING TYPE RE AN COMVENDEE BY SEALANT MANUFACTURER To SUIT APPLICATION. 425.359.1034 FAX 360.658.9932 OTHER COSTS PAID BY THE CONTRACTOR FOR THE SAID PERMITS WILL BE REIMBURSED TO 8- JOIN'CLEANER: NON-CORROSIVE AND NON-STAINING TYPE RECOMMENDED BY SEALANT 2. CONSTRUCTION AND INSTALIAT CV 9=NEW V ERI a WALS,DOORS,WINDOWS,FINISHES,ELECTRICAL UP SHCP-PAINT CUT. MANUFACTURER;COMPATIBL=_WTI JOIN-FORMING MATERIALS. THE CONTRACTOR BY THE OWNER IN THE AMOUNTS SO PAID. AND PLUMBING AS INDICATED N HE PLANS AND AS YCESSARY FOR A COMPLETE JOB. C. PROTECT A'l DISSIMILAR METALS FROM GALVANIC CORROSION. B.THE CONTRACTOR SHALL PROCURE ALL NOTICES AND LICENSES REQUIRED FOR THE 3. MISCELLANEOUS WORK INCL,DE<_CJ71.NG AND- TING TN D. DO ALL GROUTING WITH NON_SP,N''ROUT. 50 P=Rc=NT, G FLOORS,WALLS,DOORS AND FINISHES. C. JOIN- I ASTM DI056;ROUND,C CS C CT__POLYETHYLENE'DAM ROD;OVERSIZED 30 TO i. COMPLETION FO THE WORK.THE COSTS OF THESE NOTICES AND LICENSES ARE INCIDENTAL SEALANTS,INSTALLING OWNER PROVIDED FQL'PMI v'AND WORK RELEVANT TO THE E. VERIFY ALGNMENT OF ALL ITEMS Win ADJACENT CONSTRUCTION. COORDINATE RELATED WORK. - PROJECT AREAS SHOWN D. BOAC BREAKER: PRESSURE SENSITIVE TAPE RECOMMENDED BY SEALANT MANUFACTURER TO SUN. . TO OTHER ITEMS OF WORK AND NO ADDITIONAL PAYMENT WILL BE MADE FOR COSTS 102 CLEAN AND TOI UP APPLLCATION. INCURRED BY OBTAINING NOTICES AND LICENSES OR CONFORMING TO THE REQUIREMENTS 4. FIRE SPRINKLER MODIFICATIONS ARE TO BE DESIGN/BUILD BY CONTRACTOR, A IMMEDIATELY AFTER INSTALLAT CN,CLEAN ALL DEBRIS CAUSED BY THE WORK. 3.01 INSPECHO, THEREOF. DIVISION 02 - EXISTING CONDITIONS A VERIFY JOINT DIMENSIONS,PHYSICAL,AND EW RCNMENTAL GO,N7"CMS ARE ACCEPTABLE TO m C.TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS 02 40 00-TRENCHING:NO WORK TO BE PERFORMED WITHOUT WRITTEN APPROVAL OF LANDLORD. DIVISION 06 - WOOD, PLASTICS AND COMPOSITES RTCEIVE WORK Of THIS SECTION. VERIFY SEAiAN-SYSTEM COM.=A"&FLY WITH PROPOSED REQUIRED TO DESCEND,REQUIRE A SEPARATE PERMIT FROM THE STATE OF CALIFORNIA 1.01 GENERAL 5'JBSTRATES. N O6 10 00-ROUGH CARPENTER! +� A EXCAVATE TRENCHES FOR UTILITIES 1.01 GENERAL B. NOTIFY ARCHITECT IN WRITING OF ANY CONDITIONS DETRIMENTAL TO THE APPLICATION OF ANY O DIVISION OF INDUSTRIAL SAFETY. B. PROVIDE COMPACTED BED AND COMPACTED FILL OVER UTILITIES TO SUB GRADE ELEVATIONS, A PROVIDE ROUGH CARPENTRY MATERIALS AND LABOR REQUIRED FOR PROPER COMPLETION SEALANT SYSTEMS. COMMENCEMENT OF INSTALLATION CONSTITUTE L*ADENCE OF ACCEPTANCE OF U QO D.PRIOR TO THE ISSUANCE OF A BUILDING PERMIT,THE CONTRACTOR SHALL HAVE C. COMPACTION REQUIREMENTS. SUBSTRATE AND MPLIGTION CON]ITIONSOF . THE YORK. 3.02 PREPARATION EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE. 1.02 PROTECTION B. IDENTM1YALL LUMBER AND PLYWOOD BY GRADE STAMPS A PROTECT EXCAVATIONS AS NECESSARY. A CLEAN,PREPARE,AND SQE JOINTS IN ACCORDANCE MANUFACTURER'S INSTRUCTIONS. 8 NOTIFY ARCHITECT OF UNEXPECTED SUBSURFACE CONDITIONS. 2.01 PRODUCTS REMOVE LOOSE MATERIALS AND OTHER FOREIGN MAILERER WHICH MIGHT IMPAIR ADHESION OF . 3.BIDDINGA-D GROUP 1 INTERIO 4'THICK 3 A. PLYWOOD SHEATHING SEALANT 1 TELE7HONE BACKBOARD ALL CONTRACTORS,SUB OR GENERAL,BIDDING ANY PORTION OF THIS PROJECT SMALL BE 2.01 PRODUCTS . S: , R A SAND: NATURAL RIVER OR BANK SAND; WASHED,FREE OF SILT,CLAY,LOAM,FRIABLE OR / B. VERIFY THAT JOINT SHARING MATERIALS AND RELEASE TAPES ARE COMPATIBLE WITH SEALANT. HELD RESPONSIBLE TO RENEW AND INCLUDE IN ANY BID SUBMITTED,ALL OTHER 2. COMPLY WUI-PIT`R'_COMMENOATIONS OF ARA FOR THE INSTALLATION OF PLYWOOD. C. EXAMINE JOINT DIMENSIONS AND SIZE MATERIALS TO ACHIEVE REQUIRED WIDTH/DEPTH RATIOS. SOLUBLE MATERIALS,AND ORGANIC NATTER;GRADED IN ACCORDANCE OAS. C136. B. NAILS: COMMON,EICE'T AS VA'BE NOTED OTHERWISE,COMPLYING WITH FED SPEC FF-N-1, D. USE JOINT FILLER TO ACHIEVE REWIRED JOINT DEPTHS,TO ALLOW SEALANTS i0 PERFORM DRAWINGS AND SPECIFICATIONS WHICH FORM A PART OF THESE CONSTRUCTION B. SUBSOIL REUSED;FREE OF GRAVEL LARGER THAN 3 INCH SIZE,AND DEBRIS. � 3.01 EXECUTION USING GALVANIZE'AT EX'.ER OR LOCATIONS. PROPERLY. DOCUMENTS INCLUDING,BUT NOT LIMITED TO ARCHITECTURAL,GENERAL NOTES,CALL, T A VERIFY AREAS TO BE RACK FILLED ARE FREE OF DEBRIS OR WATER CO C. BOLTS: ISTM A3G7,WED STEEL,WITH SQUARE OR HEX HEADS AND NUTS. E. USE BOND BREAKER WHERE REQUIRED. E DO LANDSCAPE,STRUCTURAL,MECHANICAL,PLUMBING,ELECTRICAL AND EQUIPMENT PLAINS MPACT SUB GRADE � SURFACES TO DENSITY REQUIRFMEN-S FOR HACK FILL MATERIAL. 3.01 LXECURON 3.03 INSTALLATION Z c AS MAY APPLY TO SAID TRADE BIDDING. B CUT TRENCHES SUFFIQENTL"WCE TO ENABLE INSTALLATION OF UTILMES AND ALLOW INSPECTION. A PRODUCE JOINTS WHICH ARE TIGHT,TRUE,AND WELL NAILED,WITH MEMBERS ASSEMBLED IN A PERFORM WORK IN ACCORDANCE WITH ASTM C804 FOR SOLVENT RELEASE SEALANTS. 3 C. EXCAVATION SHALL NOT 4.VERIFICATION VTTFFCRE WITH NORMAL 45 DEGREE BEARING SPLAY OF EXISTING ACCORDANCE WITH THE DRAWINGS AND WITH PERTINENT CODES AND REGULATIONS B. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, o � I � 0 THE CONTRACTOR SHALL VERIFY ALL SIZES OF PREPARATORY WORK FOR EQUIPMENT OF FOUNDATIONS WITHOLII SPLCHIC PERMISSION OF ARCHITECT. C. APPLY SEALANT WITHIN RECOMMENDED TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN OTHERS AND SHALL COORDINATE THE WORK ON THIS CONTRACT WITH ALL WORK D. CORRECT UNAUTHOR ZED EXCAVATION AT NO COST To OWNER. ALL OVER-EXCAVATED AREAS 06 20 00-FINISH CARPENTRY SEALANT CANNOT BE APPLIED WITHIN RECOMMENDED TEMPERATURE RANGES. FURNISHED BY OTHERS. IN ACCORDANCE WITH DIRECTION BY ARCHITECT. 1.01 WORK INCLUDED D. ALL PENETRATIONS AT WALLS,CEILINGS,FLOORS AND OTHER LOCATIONS INTO PRODUCTION 5.DISCREPANCIES E. PLACE AND COMPACT FILL MATERIALS IN CONTINUOUS LAIRS NOT EXCEEMNC 6 INCHES LCOSE A. FURNISH AND INSTALS AL. sP:15!�.^_ARPENTRY AS SHOWN ON THE DRAWINGS,INCLUSIVE OF: AREAS MUST CAULKED PAID SEALED TO PREVENT ANT'CROSS CONTAMINATION OF AIR SYSTEMS. ReVI510n DEPTH. COMPACT TO 95°_RCENi COMPACTION UNDER F�iINGS AND BUILDING,TO 90 PERCENT E. TOOL JOINT CONCAVE. i. BkSL AND UPPER ABNCS'N BREAK ROOM. PERMIT SUBMITTAL 4-7-06 A THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND ALL EXISTING F. JOINTS: FREE OF AIR POCKETS,FOREIGN EMBEDDED,RIDGES,AND SAGS. UNDER WALKWA S AND PAVING,AND TO 85 PERCENT UNDER LANDSCAPING. 2. TELLER LINE AND BACK C.,JNTER CASEWORK. CONDITIONS AT THE SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES F. REMOVE SURPL S BACK P__YATERIALS FROM SITE. 3. DISPLAY AND DEPOS'T S_F eOUNTER. DIVISION OS - OPENINGS TO THE ARCHITECT PRIOR TO THE START OF WORK.IN CASE OF A CONFLICT BETWEEN THE DIVISION 03 - CONCRETE 08 12 16-ALUMINUM FRAME - ARCHITECTURAL AND CONSULTANT DRAWINGS,THE ARCHITECT WILL DETERMINE THE 03 21 00-CONCRETE REINFORCING 2.01 PRODUCTS 1.01 SUMMARY CORRECT INTENT OF THE WORK. 1.01 GENERAL A FABRICATE CABINET IN FLUSH-OVERLAY TYPE CONSTRUCTION,IN ACCORDANCE WITH WED A SECTION INCLUDES: 1.ALUMINUM FRAMES FOR WOOD DOORS AND GLAZED OPENINGS. 1.REINFORCING STEEL SHALL CON=CRM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. STANDARDS FOR CUSTOM GRADE,B.SHOULD THE DRAWINGS DISAGREE IN THEMSELVES OR WITH THE SPECIFICATIONS,OR UNLESS NOTED OTHERWISE.REINFORCING TO BE WELDED SHALL BE ASTM A706. 8, FABRICATE WITH THE REQUIRED FINISH ON ALL EXPOSED SURFACES,INCLUDING EDGES AND B. RELATED WORK: PREPARATION OF FRAMES FOR DOOR HARDWARE. SHOULD THE SPECIFICATIONS DISAGREE IN THEMSELVES,THE BETTER QUALITY AND/OR 2.WERE MESH SMALL CONFORM TO ASTM A-185,AND SWJl BE LAPPED 2 SPACES. BACKING FOR ALL DOORS. 1.08200 WOOD DOORS. GREATER QUANTITY OF WORK OR MATERIAL SHALL BE ESTIMATED UPON,AND UNLESS 3.DETAILING OF REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE ACT CODE. 2.08800 GLASS AND GLAZING. OTHERWISE ORDERED IN WRITING SHALL BE FURNISHED AND INSTALLED. 4.ALL REINFORCING BAR BENDS SHALL BE MADE COLD. C. N ACCOROVIDEDANCE HINGES,LOCKS,AND PUN_ AS SPECIFIED HEREIN AT ALL CASEWORK DOORS. INSTALL 5.REINFORCING STEEL SHALL BE CONTINUOUS,EXCEPT AS DETAILED.SPLICE LOCATIONS SHALL IN WITH YANUFAC"JRER'S RECOMMENDATIONS 1 02 SUBMNTA_S C.IF ANY ERRORS OR OMISSIONS APPEAR IN THE CONTRACT DOCUMENTS,THE BE VERIFIED WITH THE ARCHITECT/ENGINEER.UNLESS SHOWN OTHERWISE ON THE DRAWINGS, D. APPLY PASTIC LAMINI FIM61 IN F.JNPN'-PBUPTED SHEETS CONSISTENT WITH A.SHOP DRAWINGS:INDICATE PERTINENT ONENSIONING,GENERAL CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH ERRORS OR OMISSIONS SPLICED SHALL BE STAGGERED AT LEAST 24'AND SHALL BE PLACED SUCH THAT NOT MORE MANUFACTURED SIZES. MAKE NEILL.AND OU'SIDE CORNERS'AIRLINE. DOLOR TO BE IS COMPONENT CONNECTIONS AND LOCATIONS,ANCHOR METHODS AND LOCATIONS, THAN ONE-THIRD OF THE BAR ARE SPLICED AT ANY ONE LOCATION. INSTALLATION DETAILS. IMMEDIATELY.IF THE CONTRACTOR FAILS TO GIVE SUCH NOTICE,HE WILL BE HELD 6.WELDING OF RF NFORCING STEEL SHALL BE IN CONFORMANCE WITH AWS DIA USING LOW SELECTED BY OWNER OR ARCHITECT. B.SAMPLES: RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS OR OMISSIONS AND FOR THE COST OF HYDROGEN__ECTRCDFS AND PR-HEAT AS REO'D BY AWS. E ALL;NTEROR CABINET SURFACES COVERER B°DOORS AND THE INTERIOR OF DRAWERS SHALL 1.SUBMIT SAMPLES OF R WND FINISH ON ALUMINUM FRAME Sheet Content 7.REINFORCING S"EEL SMALL NOT 3F TACK WELDED IN ANY WAY NOR SHALL ANY STRUCTURAL BE FINISHED WITH WHITE MELAMINE/CABINET LINER, MATERIAL;MINIMA 2 INCHES LONG. 2.SUBMIT CORNER OF FRAME,INDICATING FIT,FINISH AND TOLERANCE OF RECTIFYING SAME STEEL BE TACK W4F_CED TC FuRVERCOL STEEL 2.02 ACCESSORIES FRAME CORNER JOINT. 6.DESIGN INTENT 8.CLEAR COVETE P C CCNCR""E AGAINST OU ER REINFORCING BARS SHALL FiF AS FOLLOWS: GENERAL NOTES - A CONCRETE PLACED GRECT:Y AGANSi EARTH,3'CLEAR. A PROVIDE HINGES,PULLS,DRAWER SLIOES AND FASTENERS BASED UPON LATEST WIC"MANUAL OF 1 03 Ol1A1JTY INSURANCE THE CONTRACTOR SHALL NOT DEVIATE FROM THE DESIGN INTENT OF THE DRAWINGS AND B.FORMED CONCRETE EXFCSE TO EARTH OR WEARER,1-1/2'CLEAR(2'CLEAR MILLWORK'AND PER THESE DRAWINGS. A.REFERENCE SPECIFICATIONS-AND STANDARDS COM^_Y WITH MANUFACTURER'S SPECIFICATIONS DETAILS WITHOUT FIRST OBTAINING PRIOR APPROVAL FROM THE ARCHITECT. FOR 16 OR LARGER). 3.01 INSTALLATION RECOMMENDATIONS AND THE FOLLOWING UNLESS OTHERWISE SPEOIFIm IN C.INTERIOR BEAMS AND WIUMNS,1-1/2'CLEAR TO FACE OF STIRRUP CLEAR. . THIS SECTION.IN CASE OF CONFJCT,COMPL' WITH THE MOST STRINGENT.7.DETAILS D.FORMED CONCRETE NOT INCLUDED ABOVE,1 4' A VERIFY DIMENSIONS OF RECEDING SPACES AT JOBSITE. / I.NAPALM-METAL FINISHES MANUAL,VATIONAI ASSOCIATION OF DETAILS ARE INTENDED TO SHOW THE END RESULT DESIRED.MINOR MODIFICATIONS MAY B. MAKE JOINTS TO CONCEAL SHRINKAGE,MIFR ALL EXTERIOR CORNERS,COPE INTERIOR CORNERS, ARCHITECTURAL METAL MANUFA-,REBS. 03 30 00-CAST IN PLACE CONCRETE MITER OR SCARF ALL=LDS IF END 0'V". 2.ASIM B221 SPECIE CATION FOR A MIN„M AND ALUMINUM-ALLOY BE REQUIRED TO SUIT THE SPECIFIC DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED EXTRUDED BARS ROOD,WIRES SNAP- AN„ U BFS. AS PART OF THE WORK. 1.01 GENERAL C. SET WORN SQUARE LEVEL,PLUMES WIT CGFS SCRIBED ACCURATELY AND SECURE IN PLACE WITH3,ASTM B244 METHOD'CAR MEAS R M N OF ICKNESS A CONTRACTOR SHALL PERFORM ALL REQUIRED CONCRETE SAW CUTTING AND REMOVAL OF CONCRETE FASTENINGS,C"PS BRACES,ANCH RS S MS AND BLOCKS COATINGS ON ALUMINUM AND 0 HFR NONCAN',LCTIVE O ANODIC B.DIMENSIONS COATINGS - AS REQUIRED FOR WATER SUPPLY,WASTE LINES AND ELECTRICAL CONDUIT AS REQUIRED FOR PLUMBING D. AOIUST ODORS,HARDWARE AND OTHER MOVING OR OPERATING PARTS TO FUNCTION SMOOTHLY ON NONMAGNETIC BASIS METALS WIT ,;7�-CL:RRENT INSTRUMENTS. j"jR;'CCTDIMENSIONS ARE TO THE FACE OF STUDS,FACE OF CONCRETE AND FACE OF MASONRY FIXTURES,RECEPTACLE OUTLETS AND COMMUNICATION UNES SHOWN ON THE DRAWINGS AND CORRECTLY. 4.NFPA 80-FIRE DOORS AND WIINDOWc_5.NFPA 252-_�E TEST TOR SCORE A.S-MBLIES. UNLESS NOTED OTHERWISE.DIMENSIONS AS SHOWN TAKE PRECEDENCE OVER ANY B. REFER TO SECTION 02225 FOR TRENCHING,BACK FILL AND COMPACTION REQUIREMENTS. E. CLEAN EXPOSED INTERIOR AND EXTERIOR SURFACES OF ALL CASEWORK,HARDWARE,FITTINGS AND 6.UBC S"ANDARD 7-2-FIRE=S G DOORS ASSEMBLIES:POSITIVECONDITIONS GRAPHICALLY SHOWN ON THE DRAWINGS.DO NOT SCALE THE DRAWINGS.WHEN C. ALL SLAB AREAS SHALL BE PATCHED AND FLOATED.THE SLAB PATCH SHALL BE FLUSH WITH FIXTURES. PRESSURE TSTINC EIN DOUBT,ASK THE ARCHITECT FOR A CLARIFICATION. THE EXISTING SLAB. F. REPAIR OR REPLACE ALL DAMAGED OR DEFECTIVE WORK AS DIRECTED. ARCHITECT SHALL BE THE 1.04 DELIVERY,STORAGE AND HANDL.9G 9. 'TYPICAL'MEANS ALL EXCEPT AS SPECIFICALLY NOTED.'SIMILAR"MEANS THERE 2.01 PRODUCTS FINAL JUDGE OF THE DISPOSITION OF ANY DAMAGES OR DEFECTIVE WORK A DELIVER MATERIALS N MANUFACTURER'S PACKAGING COMPLETE WITH A. CEMENT: ASTM C150,TYPE NIL INSTALLATION INSTRUCTONS. ARE SLIGHT VARIATIONS AMONG CONDRIONS WHERE THE DETAILS OCCUR. D.PROVIDE HOLES AND CUTOUTS OR PLUMBING AN,3A�H ACCESSORIES AS INDICATED ON THE DRAWINGS. B. AGGREGATE: COMPLY WITH ASTM 33 FOR COURSE AGGREGATE;i'MAXIMUM. E.ROUT AND FINISH COMPONENT EDGES TO A SMOCT-,UNIFORM FINISH.ROUT ALL CUTOUTS,THEN SAND All 1.05 WARRANTY 10.COORDINATION OF TRADES C. 3000 PSI(fc)AT 28 LAYS. EDGES SMOOTH.REPAIR OR REJECT OEFECTNF OR INACCURATE WORK. A THE WORK HEREUNDER SHr<L BE WARRANTED FOR A PERIOD OF NOTE LESS A THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF D. 5.5 CEMENT SACKSI F.FINISH:ALL SURFACES SHALL'AVE UNIFORM I'N'SI. THAN TWO YEARS AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP. E. MAXIMUM SLUMP 3-1 1.MATTE,WITH A GLOSS RATING OF 5-20 ALL SPECIFIED FINISH MATERIALS,EQUIPMENT,LIGHT FIXTURES AND OTHER SUCH /2 INCHES. 1:Cf APPROVED MANUFACTURERS G.COVE BMXSPLASHES:FABRICATE 1/2'(13MM)RADIUS CODE AT INTERSECTION OF COUNTERS AND A CNEGA ALUMINUM FRAMES z MATERIALS TO BE UTILIZED IN THIS PROJECT.THE GENERAL CONTRACTOR SHALL NOTIFY RACKSPLASHES.FORM BACKSPLASHES USING 1/2'(13MM)SOUD POLYMER MATERIAL.FABRICATE IN SHOP OR %250 HAZARD AVE DIVISION 04 - MASONRY - NOT USED FIELD. W25C HAZARD ER,AV 92663 J THE ARCHITECT IN WRITING WITHIN 30 DAYS OF THE DATE OF CONTRACT OF THOSE DIVISION 05 - METAL PHON (714)890-5840 LWL� m Cam` SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE AND OF EQUAL QUALITY AND 05 50 00-METAL FABRICATIONS 3.01 INSTALLATION FAX ;7"4 4)BESEAT r z DESCRIPTION.IF NOTIFICATION IS NOT RECEIVED BY THE ARCHITECT,THE CONTRACTOR 1.01 GENERA A INSTALL COMPONENTS PLUMB AND LEVEL,IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND PRODUCT ) INSTALLATION DETAILS. 3.UNITED STATES ALUMINUM _ SHALL ACCEPT RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP ON SPECIFIED A PROVIDE MISCELLANEOUS STEEL FRAMING,SUPPORT NO ANGLES,PLATES,BRACKETS,2-IFS, B.FORM FIELD JOINTS USING MANJFAC"URERC RECOMVENDED ADI.TSVE,WITH JOINTS INCONSPICUOUS IN r,KAWNEER �V ~_ ITEMS AND SHALL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO ANCHORS AND BOLTS FOR EQUIPMENT AND OTHER WORK TO BE COMPLETE AS SHOWN AND FINISHED WORK.KEEP COMP,NENTS AND HANDS CLEAN WI t N YAK NG,;DINTS. D.GUARDIAN INDUSTRIES U) n-Q SPECIFIED. C.ADHERE UNDERMOUNT/SUBMCUNT/BEVEL MOUNT SINKS/BOWL''C CCJNTERTOPS USING MANUFACTURER'S 2.01 GENERAL THE OWNER,TO INSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A B. SUBMIT SHOP DRAWINGS OF All FABRICATED ITEMS FOR REVIEW BEFORE FABRICATION RECOMMENDED ADHESIVE AND MO„NTING akR]WARE A.COMPLY WITH THE REQUIREMENTS OF THE REFERENCED STANDARDS. Z r HARDSHIP ON THE OWNER AND NOT TO DELAY PROGRESS OF THE WORK.NO EXTENSION AND INSTALLATION. D.ADHERE TOPMOUNT SINKS/BOWLS TO COUNTFRTCPS JSMC MANc=AC"URLR-RECOMMENDED ADHESIVES AND 2.02 MATERIALS COLOR-MATCHED SILICONE SEALA`U. A TYPES:*WESTERN INTEGRATED MATERIALS,INC.",SERIES 300,WITH 30 TRIM; LL TIME TO THE CONTRACT WILL BE ALLOWED FOR THE CONTRACTORS INABILITY TO SECURE 2.01 EXAMINATION E.PROVIDE BACKSPLASHES AND ENDSPLASHES AS IN[ICATE',ON THE DRAWINGS.ADHERE TO COUNTERTOPS FURNISHED WITH HEAD AND JAMB STEALS. O O SPECIFIED ITEMS. A. EXAMINE THE CONDITIONS IN WHICH THE WORK IS TO BE INSTALLED. DO NOT PROCEED WITH THE LASING MANUFACTURER'S STAND.hR'COLOR-MA C'HED SILICONE SEALAN_. B.TYPES:"ADVANCED ARCHITECTURAL FRAMES':FURNISHED WITH HEAD AND WORK UNTIL UNSATISFACTORY CONDITIONS HAVE OTTN CCRRECT--D. F.KEEP COMPONENTS AND HANDS CLEAN DURING INSTALLATION.REMOVE ADHESIVES,SEALANTS MID OTHER JAMB SEALS. I B. THE CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED B. COORDINATE ALL METALWORK WITH ADJOINING WORK. DO ALL CUTTING,SHEARING,DRILLING, STAINS COMPONENTS SHALL BE CLEAN ON DATE OF SUBSTANTAL COMP'_ETION. C.FRAMES: AFTER INSTALLATION OF THE MECHANICAL DUCTS,PLUMBING AND ELECTRICAL WORK AND G.MAKE PLUMBING CONNECTIONS TO SINKS IN ACCORDANCE WOO DVSION 15,MECHANICAL 1.0.062"'H'CK A_'JMINUM CONSIST OF HEAD SE,-CN,`AD JAMB PUNCHING,THREADING,TAPPING,ETC.,REQUIRED FOR MISCELLANEOUS METAL OR FOR ATTACHMENT � O z SHALL COORDINATE WITH THE ARCHITECT. OF ADJACENT WOW. DRILL OR PUNCH HOLES;DO NOT USE CUTTING TORCH. SHEARING AND H.PROTECT SURFACES FROM DAMAGE UNTIL DATE OF SUBSTANTIAL COM°STDN.REPAIR OR REPLACE DAMAGED SECTIONS,FOUR CORNERS STET_REIN-ORCING FATES,"-REE 0.125 C.WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR SUCH AS GRILLES, PUNCHING SHALL LEAVE TRUE LINES AND SURFACES. WORK THAT CANNOT BE REPAIRED"0 ARCHITECT'S SAT SFACCION ANJ NVOICE FLAN THE COST OF REPAIRS. THICK HINGE BACK UP PLATES,A,CY`.UM SUR RE P;A"E AND DUST Q r ARCHITECT TO PRE-APPROVE COST ESTIMA"E?EFORE REPARS ARE MARL. COVER,AND SNM ON TRIM. _I DIFFUSERS,METAL TRIM AND ACCESSORIES,ETC.,THEY SHALL BE PAINTED TO MATCH THE 2.02 FINISH PROVIDE 2.PROVIDE CONTINUOUS VINYL DOOR T NISH TO MATCH ARCHITECT'S A CLEANING: THOROUGHLY CLEAN ALL MILL SCALE,RUST,GIRT,GR J.FABRICATORS AND WARUER A TO ETAILS A„THE DIRiAI.CARE AND MENANCE UPON VIDEO,COMPLETION MAINTENANCE CHOICE. �Q ADJACENT SURFACE AS DIRECTED BY THE ARCHITECT. EASE.AND OTHER FOREIGN PROCEWRES AND WARRANTY DETAILS WTF THE CIREC?OR OF MAINTENANCE UPON COMPLETION OF PROJECT. D..THE CONTRACTOR SHALL COORDINATE THE WORK AMONG ALL TRADES RELATING TO ,LATTER FROM FERROUS METAL PRIOR TO ANY GALVANIZING,HOT PHOSPHATE TREATNENT,OR IU D.FINISH:CUSTOM COLOR FACTORY OR SHOP FINISH TO MATCH ARCHTfECPS - PANTING. DIVISION 07 THERMAL AND MOISTURE PROTECTION CONTROL SAMPLE. THE MOUNTING AND ATTACHMENTS OF ALL EQUIPMENT AS REQUIRED. B. SHOP PRIMING: SHOP-PANT MISCELLANEOUS METAL WORK,EXCEPT MEMBERS OR PORTIONS OF 07 92 00-JOINT PROTECTION 2.03 FABRICATION E.THE CONTRACTOR SHALL PROVIDE AND COORDINATE THE EXACT DIMENSIONS,SIZES 1.01 WORK INCLUDED A FABRICATED ALUMINUM FRAMES SHALL ALLOW FOR^_LEARPNCES ART.IND O MEMBERS TO BE EMBEDDED IN CONCRETE,SURFACES AND EDGES TO BE FIELD MELDED,AND A. CLEAN AND PREPARE JOINT SURFACES PERIMETER. � AND POSITIONS OF OPENINGS IN SLABS AND WALLS NECESSARY FOR THE INSTALLATION OF GALVANIZED SURFACES,UNLESS OTHERWISE SPECIFIED. B.PROVIDE ANCHORAGE DEVICES TO FIT AND ^.;R==RAMPS IN'LACE. THE WORK. 1. USE PAINTINGB. SEALANT AND HACKING MATERIALS.METHODS WHICH WILL RESULT IN FULL COVERAGE OF JOINTS,CORNERS,EDGES, C PROVIDE REQUIRED INTERNAL POINT ON CONC�A-F]LUMINLM SURFACES TO Sheet No. F.THE CONTRACTOR SHALL PROVIDE MOUNTING PLATES AS REQUIRED BEHIND ALL AND EXPOSED SURFACES. CHANGE COLOR OF SECOND COAT TO DISTINGUISH IT FROM REFERENCES BE IN CONTACT WITH CEMENTATIONS OR DISSIMILAR MATERIALS.FROM THE WALL MOUNTED ITEMS SUCH AS HANDRAILS,GRAB BARS,TOILET PARTITIONS,TOILET ROOM Rom' A. ASTM CON-RECOMMENDED PRACTICE FOR USE OF SOLVENT-RELEASE TYPE SEALANTS. 3.01 EXAMINATION 01 SEALANT MATERIALS A VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE. 13.THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL GUARANTEE ALL IN CONCRETE. S ACCESSORIES,LIGHT FIXTURES,ETC. C. GALVANIZING: PROVIDE A 21NC COATING FOR ALL EXPOSED EXTERIOR HEMS AND H 2. EMS EMBEDDED A SEALANTS: ONE PART POLYSULoHIOE,EEC.SPE^.TT-S-00230C OR TWO PART POLYURETHANE, FED.SPEC.TT-SS-227E, ESTABLISHED STANDARD MANUFACTURERS AND PRODUCTS: P 10 WORKMANSHIP AND MATERIALS FOR AT LEAST ONE YEAR BEYOND THE DATE OF FINAL MAMECO VULIETA 116 OR 227 PRODUCTS RESEARCH AND CHEMICAL CORPORATION,PECORA, INSPECTION APPROVAL. SIKA SONNEBORN,TREMCO. B. SILICONE SEALANT: G.E.SCS 1702 SANITARY SILICONE SEALANT,MORAY CORP.,DOW-CORNING. C. CAULKING: BUTYL,FED.SPEC.TT-S-001657,TYPE 1. Of sheets T. F. BORSETH PROJECT SPECIFICATIONS (CONTINUED. . .) ARCHITECTS 3.02 INSTALLATION.COMPLY DESIGN BUILD N1iH THE REQUIREMENTS OF THE REFERENCED STANDARDS. B.,ACCURATELY ASSEMBLE JOINTS AND CORNERS.MATCH COMPONENTS,ENSURING E. PREVENT EXUDATION OF SERUM OR COMPOUND BY FORMING VOIDS OR INSTALLING FILLER RODS C. WHERE REQUIRED TO RESIST WEB CRIPPLING,REINFORCE JOISTS AT INTERIOR SUPPORTS WITH 51 00-ACOUSTICAL CEILINGS ARCHITECTURE CONTINUITY OF LINE AND DESIGN.ENSURE JOINTS AND CONNECTIONS ARE IN CHANNELS AT HEEL OF JAMBS AND HEADS(DO NOT LEAVE VOIDS IN SILL CHANNELS),EXCEPT SINGLE SHORT LENGTH OF JOIST SECTION LOCATED DIRECTLY OVER INTERIOR SUPPORT,SNAP-ON 1.01 GENERAL: CONFORM i0 UBC CODE,LATEST EDITION,FOR COMBUSTIBILITY REQUIREMENTS OF AND HAIRLINE. AS OTHERWISE INDICATED. C.USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN SHOE,30 PERCENT SIDE-PIECE LAPPED REINFORCEMENT,OR OTHER METHOD RECOMMENDED BY MATERIALS. THE MANUFACTURER MUST BE A COMPANY SPECIALIZING IN MANUFACTURING OF DOLING INTERIOR DESIGN FRAME ASSEMBLIES IN PLACE. DIVISION 09 - FINISHES Jg51 MANUFACTURER. SUSPENSION SYSTEMS AND CEILING PANELS WITH THREE YEARS MIN.EXPERIENCE, THE INSTALLER D.INSTALL PLUMB,LEVEL AND FREE FROM DAMAGE,FLAWS,BLEMISHES OR 09 22 00 1 SUPPORTS FOR POSTER AND GYPSUM BOARDS 624 BEACH AVE. OTHER DEFECTS DETRIMENTAL TO APPEARANCE;HAVE JOINTS IN PROPER 09 22 16-BON-STRUCTURAL METAL FRAMING 0. SECURE JOISTS TO INTERIOR SUPPORT SYSTEMS TO PREVENT LITERAL MOVEMENT OF BOTTOM MUST BE A COMPANY WITH THREE YEARS MIN.EXPERIENCE,APPROVED BY THE MANUFACTURER. POSITION AND ALIGNMENT AND BE UNIFORM IN PLANE,COLOR AND FINISH. 1.01 QUALITY ASSURANCE FIANCE. 2.01 PRODUCTS 3.03 EREC MARYSVILLE,WA98270 A, TOLERANCES A DESIGN CRITER META L A STUDS AND FURRING SHALL PROVIDE PLUMB TRUE,STRAIGHT,AND 3.04 PROTECTION A SUSPENSION SYSTEM: 425.359.1034 FAX 360.658.9932 A MAXIMUM DIAGONAL DISTORTION:I/8 INCH MEASURED WITH STRAIGHT EDGES, RIGID FRAMING FOR SUPPORT OF GYPSUM BOARD AND SHALL MEET REQUIREMENTS OF THE C...BC A. FIELD PAINTING: TOUCH-UP DAMAGED SHOP APPLIED PROTECTIVE COATINGS. USE COMPATIBLE 1. GRID: CROSSED CORNER TO CORNER. 1. FIRE-RATED ASSEMBLIES: WHERE FRAMING UNITS ARE COMPONENTS Of FIRE-RESISTIVE RATED PRIMER FOR PRIME CQATED SURFACES;USE GALVANIZING REPAIR SYSTEM FOR GALVANIZED a. ASIM C635,INTERMEDIATE DUTY,EXPOSED T-TWO DIRECTION COMPONENTS;DIE CUT AND 08 14 00-WOOD DOORS ASSEMBLIES,INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING AUTHORITIES THAT SURFACES. INTERLOCKING BY ARMSTRONG OR CHIGGO METALLIC.REFER TO DRAWINGS FOR T-BAR 1.01 GENERAL HAVE JURISDICTION,PROVIDE UNITS THAT HAVE BEEN APPROVED BY GOVERNING AUTHORITIES A. COMPLY WITH THE NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION,(NWMA(S-1-2-80) THAT RAVE JURISDICTION. 09 29 DO-GYPSUM BOARD WIDTH AND STYLE INDUSTRY STANDARD CS 236.TYPE I,DENSITY C,CUSS 1. B. INSTALLER QUALIFICATIONS: PERSONNEL WHO ARE THOROUGHLY EXPERIENCED IN TYPE OF WORK 1.01 GENERAL 2. ACCESSORIES: STABILIZER EARS,SPLICES,EDGE MOLDINGS,AND WIRES REQUIRED FOR A 2.01 PRODUCTS SPECIFIED. A. FOR ALL GYPSUM BOARD WORK THROUGHOUT THE PROJECT,PROVIDE MATERIALS,INCLUDING SUSPENDED GRID SYSTEM. A TYPICAL RATED AND NON-RATED DOORS TO BE MAT-FORMED PARTICLE BOARD SOLID CORE WITH WAI)0ARD ACCESSORIES,FASTENERS,AND FINISHING MATERIALS PRODUCED BY ONE MANUFACTURE, 3. GRID MATERIALS: COMMERCIAL QUALITY 0.02'THICK COLD ROLLED STEEL WITH GALVANIZED I.S.I TEMPERED HARDBOARD OR HARDWOOD FACES,1-3/4 INCH THICK TO MATCH EXISTING 2.01 PRODUCTS UNLESS OTHERWISE NOTED. COATING,AND PAINTED WHITE. m LOCATING STANDARDS. MANUFACTURER TO BE E. PR DOOR WEYER COMPLY OR APPROVED EQUAL, A GENERAL B. APPICATOR: COMPANY EXPERIENCED AND SPECIALIZING IN GYPSUM BOARD SYSTEMS WORK. 5. SUPPORT CHANNELS AND RANGERS: GALVANIZED STEEL;SIZE AND TYPE TO SUIT 1. ESTABLISHED STANDARD: ACTUR R INC.,BJECT. 4943P C. ESTABUSH AND MAINTAIN ENVIRONMENTAL CONDITIONS FOR APPLYING AND FINISHING GYPSUM BOARD i0 APPLICATION,TO RIGIDLY SECURE ACOUSTIC CEILING SYSTEM INCLUDING INTEGRAL Y LOCATE HARDWARE NOT REQUIRING METAL FRAME. PREPARATION TO COMPLY WITH NWMA I.S.I. � MECHANICAL AND ELECTRICAL COMPONENTS WITH A MAXIMUM DEFLECTION OF 1 d « B. VENEER:RIFT-CUT BIRCH STAIN GRADE OR TO MATCH EXISTING 2. OTHER ACCEPTABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, COMPLY WITH ASTM C840 AND WITH GYPSUM BOARD MANUFA.CRURER'S RECOMMENDATIONS. /360. C. BOND: TYPE I OR TYPE II,WATER RESISTANT. MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE THE FOLLOWING 2.01 MANUFACTURERS B. ACOUSTIC UNIT MATERIAL: L) O 3.01 INSTALLATION a. CONSOLIDATED FABRICATORS CORP. A. ESTABLISHED STANDARD: U.S.GYPSUM COMPANY 1. LAY-IN PANEL: CLASS A,MAXIMUM FLAME SPREAD OF 0-25;NRC.60-30 BY ARMSTRONG. A INSTALL DOOR IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND APPROVED B. OTHER ACCEPTABLE MANUFACTURERS: DOMTAR GYPSUM,GOLD BOND BONDING PRODUCTS,PABCO REFER TO DRAWINGS FOR TILE COLOR AND MODEL NUMBERS. b. KIRII(USA)INC. 3.01 INSTILLATION SHOP DRAWINGS. c. UNITED CONSTRUCTION SUPPLY GYPSUM,JAMES HARDIE GYPSUM,GEORGIA-PACIFIC. A INSTALL ACOUSTICAL CEILING SYSTEM IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS B. INSTALL LIBELED DOORS PER SQUARE STANDARDS A IM 80 AGO N0.IST TI APPLICABLE. B. TYPICAL METAL FRAMING 2.02 GYPSUM BOUND MATERIALS C. INSTALL DOORS PLUMB AND SQUARE WITH A MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH. A GYPSUM WALLBOARD: ANSI/ASTM C36;5/8 INCH THICK,TYPE XEIRE-RESISTIVE,TYPICAL UNLESS AND ASTM C636 AND UBC 47-18 AS AMENDED BY CALIF.CODE OF REGULATIONS TITLE 24, 1. SYSTEM COMPONENTS: MANUFACTURERS STANDARD NON-LOAD BEARING FRAMING Of TYPE, SECTION T-22-94491. 08 70 00-FINISH HARDWARE SIZE,SHAPE AND GAGE AS SPECIFIED AND INDICATED. PROVIDE MANUFACTURERS STANDARD NOTED OTHERWISE;MAXIMUM PERMISSIBLE LENGTH;ENDS SQUARE CUT,WITH LONG EDGES TAPERED TO 1.01 WORK INCLUDED R PRODUCE FINISHED CEILING TRUE TO LINES AND LEVELS AND FREE FROM WARPED,SOILED OR A FURNISH AND INSTALL ALL FINISH HARDWARE.SUBMIT HARDWARE SCHEDULE. FINISH: i0 BE COMPONENTS AND ACCESSORIES FOR EACH TYPE OF FRAMING TO PROVIDE A COMPLETE WATER MANUFACTURER'S URER'S GYPSUM JOINT TREATMENT. DAMAGED GRID OR PANELS. BRUSHED CHROMIUM PLATE OR BRUSHED STAINLESS STEEL.COMPLY WITH DISABLEO ACCESS FRAMING SYSTEM. B. WATER RESISTANT(W-R)GYPSUM BOARD: ANSI/ASTM C630;5/8"THICK,WATER RESISTANT TYPE X E DO REQUIREMENTS OF THE C.B.C. 2. STUDS AND RUNNERS: PROVIDE SCREW DYNE PUNCHED"C'STUDS AND CHANNEL RUNNERS FIRE-REIS11VE,TYPICAL,MAXIMUM PERMISSIBLE LENGTH;ENDS SQUARE CUT,TAPERED EDGES. C. INSTALL SEISMIC RESTRAINT BRACING IN ALL ROOMS WITHIN THE PROJECT AREA URGER THAN 144 Z C PATH 1 1/4'MINIMUM FLANGE,COMPLYING WITH ASTM C645. ESTABLISHED STANDARD: 2.03 GYPSUM BOARD ACCESSORIES SQUARE FEET. PROVIDE BRACING AT 12 x 12 FT.INTERVALS,BEGINNING AT THE PERIMETER OF 2.01 PRODUCTS 3:UNIMAST ST STUDS AND CR RUNNERS, A. CORNER BEADS: ASTM C1047,GALVANIZED STEEL;USG'OUR-A-BEAD",BEAOEX'ULTRABFAD"OR THE PERIMETER OF THE ROOM. BRACING SHALL CONSIST OF(4)NO.12 G.WIRES SECURED TO p A. REFER TO THE DRAWINGS FOR THE DOOR HARDWARE SCHEDULE.2.01 PRODUCTS o. SIZE: PROVIDE SIZES AS INDICATED ON THE DRAWINGS. USE RUNNER TRACK TOP AND APPROVED EQUIVALENT,WITH 1 1/4 INCH LEGS. THE AWN RUNNERS WITHIN 4 INCHES OF THE CROSS-RUNNER INTERSECTION AND SPLAYED 900 BOTTOM OF SAME GAGE AS WALL STUDS. B. CASING BEAD: ASTM C1047,TYPE L,GALVINIZED STEEL,USG 2000. SIZED TO FIT GYPSUM BOUND, FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 450 FROM THE CEILING PLANE. PROVIDE GROUP LISTED BELOW. SEE HARDWARE ARE GROUPS FOR OTHER ITEMS. B. THE FOLLOWING MANUFACTURERS BEEN USED FOR THE LISTED ITEMS ON THE HARDWARE b. GAGE: PROVIDE STUDS OF THE FOLLOWING MINIMUM GAGE FOR THE WALL HEIGHT TYPICN.. PROVIDE ASTM C1047,TYPE LC;USG 20DA WHERE V TRIM IS INDICATED. HORIZONTAL RESTRAINTS WITHIN 4 FEET OF SURROUNDING WALLS AT 12 FOOT INTERNALS IN EACH INDICATED: C. CONTROL JOINTS: ASTM C1047,GALVANIZED STEEL;USG 093. DIRECTION AND WHEREVER WALLS TERMINATE AT UNDERSIDE OR' 1. BUR HINGES: MCKINNEY,5TANLEY,HAGPR. COLIING, Revision 2. LOCKSETS,LATCHSETS,AND CYLINDERS SCHLAGE'D'SERIES;STYLE TO BE'OLYMPIAD.' D. JOINT MATERIALS: ANSI/ASTM C475;PERFORATED REINFORCING TAPE,PREMIXED JOINT COMPOUND AND 09 65 00-RESILIENT FLOORING 3. CLOSERS: NORTON,LCN. ALL LENGTHS ARE BASED ON A 16'ON CENTER STUD SPACING, FASTENERS, 1.01 GENERAL PERMIT SUBMITTAL 4-7-06 4. KICK PLATES: IVES,QUALITY,BUILDER'S BRASS. HEIGHT 1 5/8" 2 1/2' 3 5/8" 6' E. FASTENERS: BUGLE-HEAD,DYNE S OR S12,SELF-DRILLING,SELF-TAPPING,STEEL,DRYWALL SCREWS: A FURNISH AND INSTALL ALL VINYL COMPOSITOR DIE,RESILIENT RUBBER BASE,RUBBER STRIPS, AND 1 1/4" 5. DOOR STOPS: GLYNN-JOHNSON,IVES,BUILDER'S BRASS,QUALITY. PROVOE 1'LENGTH FOR SINGLE LAYER APPLICATION,1 5/8"LENGTH FOR DOUBLE-LAYER APPLICATION, 5. AUTOMATIC FLUSH BOLT: GLYNN-JOHNSON,IVES. 0-g 22 25 25 25 FOR SINGLE DYER CDAEBOARD APPLICATION. AND AN AND ACCESSORIES,COMPLETE AS SHOD SPECIFIED. 7. GASKETS: PEMKO,VIES,TRIMOO. 8'-12' N/A 18 22 24 F. LMIINITING ADHESIVES: PROVIDE ADHESIVES: PROVIDE ADHESIVE,SPECIFICALLY FORMULATED FOR 2.01 RESILIENT FLOORING MATERIALSB. COORDINATOR: GLYNN-JOHNSON,IVES,DOOR CONTROL INTERNATIONAL. 12'-14' N/A 14 20 22 LAM INITING GYPSUM BOARDS,RECOMMENDED BY GYPSUM BOARD MANUFACTURER 9. ELECTRIC:PEMKO. 14'-18' N/A N/A 14 20 2.04 SOUND SOURON MATERIALS A. VINYL COMPOSITION TILE(ACT): PRODUCTS COMPLYING WITH F.$.SS-T-3128(1),TYPE IV,COMP.1 1G ELECTRIC STRIKES: VON DUPRIN.11.PANIC HARDWARE: VON DUPRIN. A ACOUSTICAL INSULATION: PROVIDE 3 1/2 INCH THICK OR 6'INCH THICK UN-FACED FIBERGLASS AND ASTM F 1066,COMP.1,CLASS2-THROUGH PATTERN.THE TILE SIZE SHALL BE c. OPENINGS: AT DOOR,WINDOW,AND OTHER OPENINGS,PROVIDE DOUBLE STUDS SAME GAGE 12 XIVX1/8" VINYL COMPOSITNINTILE MANUFACTURED BY ARMSTRONG,OR EQUAL. C. FURNISH FINISH HARDWARE WITH ALL NECESSARY SCREWS,BOLTS,OR OTHER FASTENINGS OF INSULATION WALL FOR OPENING WIDTH LESS THAN 4'-0". FOR OPENINGS BETWEEN 4'-0'AND 6'-0INSULATION COMPLYNG WITH FS HH-1-521E,SAME AS COMMON THERMAL FIBERGLASS INSULATION 2.02 BASE MATERIALS SIZE AND TYPE TO ANCHOR THE HARDWARE IN POSITION FOR HEAVY USE AND LONG MANUACTURED BY OWEANS-CORNING,CERTAINTIES,OR MANVILLE LIFE. FINISH TO HARMONIZE WITH THE HARDWARE MATERIAL AND FINISH, WIDE,PROVIDE DOUBLE 20 GAUGE STUDS A MANUFACTURERS: PROVIDE RUBBERBASE AS MANUFACTURED By BURKE RUBBER COMPANY, D. FURNISH THESE FASTENINGS WHERE NECESSARY WITH EXPANSION SHIELDS,SEX BOLTS,TOGGLE B. REFIT TO SECTION 07900 FOR SEALANTS. d. BACKING: PROVIDE 18 G4CE STUDS FOR SUPPORT OF 84CMNG FDR PLL WALL MOUNTED C. COM ARMSTRONG OR APPROVED EQUIVAINT.PROVIDE TOP SET COVE WE AT CONCRETE AND VCT PESSIBLE TAPE: CLOSED-CELL NEOPRENE TAPE,ADHESIVE BARCK,NORSEK 8-730 BY NORfON, BOLTS,OR OTHER APPROVED ANCHORS ACCORDING TO THE MATERIALS TO WHICH IT IS APPLIED, ITEMS,U.O.N.IN DRAWINGS. FLOORING AND CARPET BASE A7 FLOORING. AND AS RECOMMENDED BY THE MANUFACTURER. FASTEN ALL HARDWARE TO CONCRETE WITH TAPE BE PEMKO OR APPROVED EQUIVALENT. PROVDE WIDTH MID THICKNESS A$H e. DEFLECTION: PROVIDE 16 GAGE DEEP-AEC RECEIVER CHANNEL AT HEAD OF WAIL FOR REQUIRED FOR GAP. 2.03 ACCESSORIES - Sheet COntent MACHINE SCREWS AND EXPANSION SHIELDS, SLIP-TYPE JOINT BETWEEN WALL AND STRUCTURAL MEMBER. D. ELECTRICAL BOX SEALANT: PROVIDE LOWRYS SHEET CNJLKING OR APPROVED EQUAL A TRANSITION STRIPS: AS MANUFACTURED BY THE SAME MANUFACTURER AS THE FLOORING,TAPERED AS 3.01 INSTALLATION 3. CEILING AND SOFFIT FRAMING PROVIDE SCREW TYPE PUNCHED'C'JOISTS AND CHANNEL RIM JOISTS WITH E. BACIOG RODS: CLOSED-CELL BEAD OR ROD POLYETHYLENE FQAM. REQUIRED,COLOR SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS AVAILABLE GENERAL NOTES A INSTALL ALL FINISH HARDWARE IN COORDINATION WITH INSTALLATION OF ALL DOORS SO THAT ALL 1 3/4'MINIMUM FLANGE ESTABLISHED STANDARD. UNIMAST,NC. F. SPOT GROUT: ASM C475,SEFIING-TYPE JOINT COMPOUND OF TYPE RECOMMENDED FOR SPOT B. LEVELING COMPOUND: LATEX MODIFIED,PORTLAND-CEMENT BASED FORMULATION PROVIDED OR DOORS OPERATE FREELY,WITHOUT BINDING,AND SO THAT ALL HARDWARE FUNCTIONS AS a. SIZE AND GAGE: PROVIDE JOISTS NTH THE FOLLOWING MINIMUM SIZE AND GAGE BASED INDICATED. INSTALL HARDWARE IN PROPER SEQUENCE. GROUTING HOLLOW META.DOOR FRAMES. APPROVED BY FLOORING MANUFACTURER B. FURNISH HARDWARE TO COMPLY WITH AL APPLICABLE FIRE AND BUILDING CODES. All EXIT UPON SPAN INDICATED: 3.01 INSTALLATION C. PRIMERS AND ADHESIVES: WATERPROOF,STABILIZED TYPE AS RECOMMENDED BY FLOORING SPECIFICATIONS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY. ALL LABELED DOORS SPAN 3 5/g' 6" g' A MUNI BOARD APPLICATION AND FINISHING STANDARDS: INSTALL AND FINISH GYPSUM PANELS TD MANUFACTURER,TO SUIT MATERLAS AND SUBSTRATE CONDIT103 INDICATED. SWILL BE SELF-CLOSING. USE UL LABELED HARDWARE FOR FIRE DOORS. COMPLY WITH ASAP C84D AND CA-216, i. AT STATIC DISSIPATIVE FLOORING PROVIDE CONDUCTIVE FORMULATION ADHESIVE. C. NOTIFY OWNER OF ALL CONDITIONS WHICH PREVENT LABELING OR GUARANTEE REQUIREMENTS FOR 0-7 16 20 N/A 1. CLY WITH C840 AND 00 NOT EXCEED 1/8'IN 8'-0'VARIATION FROM PLUMB OR LEVEL D. SEALER AND WAX: TYPES RECOMMENDED BY FLOORING MANUFACTURER,AND AS SELECTED BY OWNER. DOORS AT THE DI TIME OF SHOP DRAWINGS SUBMITTAL FAILURE TO NOS SUCH SUBSEQUENT A 4-1 N/A 16 Ig INANY EXPOSED LINE OR SURFACE DO NOT EXCEED 1/I6'VARIATION BETWEEN PLANES OR L CONCRETE PATCH: REPAIR dWGED CONCRETE SURFACES WITH TWO COMPONENT,POLYMER THIS TIME INDICATES ACCEPTANCE E CONTRACTOR OF SAID CONDITIONS AND ANY SUBSEQUENT 4-18' N/A N/A ig MODIFIED CEMENT AND BINDER NATERAL 7000 SUPER PATCH`AB.ITTINC EDGES OR ENDS, SHIN AS REQUIRED TO COMPLY WITH SPECIFIED TOLERANCES. AS MANUFACTURED BY MOXIE CHANGES REQUIRED SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. INTERNATIONAL OR APPROVED ALTERNATE. I ED D. FURNISH NUMBER AND SIZE OF HINGES RECOMMENDED BY HINGE MANUFACTURER. FURNISH 4. PROVIDE WEB STIFFENERS AT BEARING POINTS AS REQUIRED BY MANUFACTURER'S B. INSTAL SOUND ATTENUATION BLANKETS WHERE INDICATED P6DR TO INSTALLNG GYPSUM PANELS UNLESS 74U I CT CLOSERS OF SIZE RECOMMENDED BY CLOSER MANUFACTURER ENGINEERING DATA BLANKETS ARE READILY INSTALLED AFTER PANELS PAVE BEEN INSTALLED ON ONE SIDE. F. WATERPROOF MEMBRANE: UNDER ALL SHEET VINYL AND HOMOGENEOUS SHEET FLOORING E. SET CLOSERS AT DOORS TO OPERATE WITH THE FOLLOWING MAXIMUM OPENING FORCE TO 5, MISCELLANEOUS ACCESSORIES: PROVIDE ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION, C. INSTALL CEILING BOARD PANELS ACROSS FRAMING TO MINIMIZE THE NUMBER OF ABUTTING END JOINTS MATERIALS. INSTALL'I'LLOR'NG SEALANT II'AS MANUFACTURED BY MOXIE INTERNATIONAL OR I ODD F TH COMPLY WITH CALIFORNIAALIFORNIAM CODE OF REGULATIONS,TITLE 24: a. BRIDGING: 14 INCH,COLD ROLLED STEEL CHANNELS AS RECOMMENDED BY THE SAID AND TO AVOID ARMING END JOINTS IN THE CENTRAL AREA OF EACH CEILING. STAGGER ABUTTING APPROVED ALTERNATE T ING END aYr:I. RATED DOORS: 15 CBS. MPNUFACTUR JOINTS OF ADJACENT PANELS NOT LESS THAN ONE FRAMING MEMBER. 3.01 EXAMINATION 2. INTERIOR NON-RATED DOORS: 5 CBS. b. BACKING PLATES: GALVANIZED PLATE OR TRACK SECTIONS IN SIZES AND CAGES AS D, INSILL WALL BOARDS PANELS i0 MNIMIZE THE NUMBER OF ABUTTING END JOINTS NOT LESS THAN A. VERIFY CONCRETE FLOODS ARE CRY N A MAXIMUM MOISTURE CONTENT OF 7%,AND EXHIBIT OB 80 OD-GLAZING SHOWN, ONE FRAMING MEMBER IN ALTERNATE COURSES OF BOARD. AT STAIRWELLS AND OTHER HIGH WALLS, NEGATIVE ALKALINITY,CARBONIZATION,OR DUSTING. 1.01 WORK INCLUDED c. FASTENERS: PROVIDE SCREWS AND O1HCR FASTENERS AS RECOMMENDED BY A. PROVIDE CUSS,AND GAZING ACCESSORIES FOR DOORS AS SHOWN AND SPECIFIED. MANUFACTURER INSTALL PANELS HORIZONTALLY WITH END ABUTTING JOINTS OVER STUDS AND STAGGERED. R PERFORM BOND AND MOISTURE TESTS AS RECOMMENDED BY THE FLOORING MANUFACTURER FOR CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING. B. IDENTIFY ALL CUSS PANES M'FACTORY LIBEL. 3.01 INSTALLATION E. LOCATE BOTH EDGE OR END JOINTS B SUPPORTS,EXCEPT IN CEILING APPLICATIONS EN WHERE C. BEGINNING OF INSTALLATION WEANS ACCEPTANCE OF EXISTNG SUBSTRATE AND SITE CONDITIONS. C. SPACER SHIMS: NEOPRENE;50 SHORE V DUROMEINE GLAZINGKARDNESS;B SIZE AS REQUIRED TO SET A GENERAL: INSTALL METAL FRAMING SYSTEMS ACCORDING TO MANUFACTURER'S PRIMED OR INTERMEDIATE SUPPORTS OR GYPSUM BOUm BACK BLOCKING IS PROVIDED BEHIND END JOINTS. SILICONE CONTACT WITH SILICONE SEALANT,PROVIDE SILICONE GLAZING BLOCK COMPATIBLE WITH THE WRITTEN INSTRUCTIONS OR RECOMMENDATIONS. POSITION ADJOINING PANELS SO THAT TAPERED EDGES ABUT TAPERED EDGES,AND FIELD-CUT EDGES 342 PREPARATION Q Z SILICONE SEALANT. D. CUEING TAPE: PREFORMED BUIYI.-POLYSOBUTYLENE COMPOUND I0-15 SHORE A DUROMEIER 1. CONSTRUCTION TOLERANCES: INSTALL UNITS TO A MAXIMUM ALLOWABLE VARIATION FROM ABUT FlEU1-CUR EDGES. OD NOT DUCE TAPERED EDGES AGAINST CUT EDGES OR ENDS. STAGGER A. REMOVE SUB-FLOOR RIDGES AND BUMPS. FILL LOW SPOTS,CRACKS,JOINTS,HOLES AND OTHER co �O DUROMETER HARDNESS;SIZE AS REQUIRED TO SET GLASS PROPERLY. WHERE GLAZING BLOCK IS PLUMB,LEVEL AND TRUE OF I/8 INCH IN 10 FEET. VERTICW.JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITIONS, AVOID JOINTS AT DEFECTS WITH SUBFLOOR FILLER. w m COTMERS OF fRN1E0 OPENINGS WHERE POSSIBLE, B. APPLY,TROWEL,AND FLOAT FILLER TO LEAVE A SMOOTH,FEAT,FORD SURFACE. COLOR;PRESSTITE,HAPCO,OR EQUAL B COORDINATE DETAILS AND REQUIREMENTS OF OTHER WORK WHICH ADJOINS OR FASTENS TO C. PROHIBIT TRAFFIC FROM AREA UNTIL FILLER IS CURED. E. GLAZING CLIPS: MANUFACTURER'S STANDARD TYPE. META.STUDS OR FURRING AND REQUIRES BACKING OR SPECIAL SUPPORT FRAMING INCLUDED IN F. SPOT GROUT HOLLOW META DOOR FRAMES FOR SOLID CORE WOOD DOORS,HOLLOW METAL DOORS,AND 2.01 PRODUCTS-GLASS AND CUEING THIS SECTION. DOORS OVER 32 INCHES WIDE, APPLY SPOT GROUT AT EACH JAMB ANCHOR CUP AND BNNEDMTELY D. VACUUM CLEAN SUBSTRATE A. CLEAR FLOAT,FULLY TEMPEREEDD GLASS ASSSS(CT),1/4 INCH THICK I. COORDINATE INSTALLATION OF NECWA AN WICD ELECTRICAL.WORK WHICH IS TO APPLY PRIMER TO REQUIRED SURFACES. U LO i0 BE PLACED IN INSERT GYPSUM PANELS INTO FRAMES. Q B. SETTING BLOCKS: CLOSED CELL NEOPRENE COMPLYNG WITH ASTM C509;70-90 SHORE A OR BEHIND WALL OR CEILING FRAMING. G. FORM CONTROL JOINTS AT 30 FEET ON CENTER OR AT LOGTONS INDICATED AND AS DETAILED,WITH 3.03 INSTALLATION-TILE AND SHEET VINYL MATERIALS Z >- 3? HARDNESS;COILED ON RELEASE PAPER;SIZE AS REQUIRED TO SET GLASS PROPERLY; BLACK 3.02 STUD AND RUNNER INSTALLATION SPACE BETWEEN EDGES OF ADJOINING GYPSUM PANELS,AS WELL AS SUPPORTING FRAMING BEHIND A INSTALL TILE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. Ail GLASS PROPERLY. A RUNNER TRACKS: INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. AIGN TRACKS GYPSUM PANELS. B. TERMINATE FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS O O z 3.01 INSPECTION ACCURATELY i0 LAYOUT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY H. SPICE FASTENERS IN GYPSUM PANELS ACCORDING TO REFERENCED GYPSUM BOARD APPLICATION AND DISSIMILAR. C)'S 2 A VERIFY SURFACES OF GLAZING CHANNELS OR RECESSES ARE CLEAN,FREE OF STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED;00 NOT STANDARD AND MANUFACTURER RECOMMENDATIONS. C. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED NOT EXCEED 2'-0'o,c. PROVIDE EDGES AND WHERE FLOORING TERMINATES (� J.04 INSTALLATION-BLASE MATERIAL (`.OBSTRUCTIONS,OF AND READY FOR WORK OF ANC SECTION FASTENERS AT CORNERS AND ENDS OF TRACKS. 3.02 APPLICATION WATER METHODS A M JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEM B. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF SUBSTRATE. B. STUDS: INSTALL AT 16 INCHES ON DENIER,UNLESS OTHERWISE NOTED, SECURE STUDS TO TOP A WATER RESISTANT SUBSTRATES: FOR WALLS N RESTROOMS,PROVIDE WATER RESISTANT GYP.BD. 3.02 PREPARATION AND BOTTOM RUNNER TRACKS BY SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES, 3.03 TRIM AND ACCESSORIES INSTALLATION JOIB. MITER INTERNAL CORNERS. AT EXTMk CORNERS,USE PRtMOLDED UNITS. A7 EXPOSED ENDS -R A. CLEAN CONTACT SURFACES TO RECEIVE CUSS IMMEDIATELY BEFORE GLAZING WITH o. SET STUDS PLUMB EXCEPT AS REQUIRED FOR NONPLUMB WALLS OR WARPED SURFACES AND A GENERAL• FOR TRIM ACCESSORIES WIH BAG(FLANGES,FASTEN TO FRAMING WIH THE SAME USE PREMOLDED UNITS. SOLVENT AND WIPGLAZING DRY. SIMILAR REQUIREMENTS. FASTENERS USED TO FASTEN GYPSUM BOARD. OTHERWISE,F97EN TRIM ACCESSORIES ACCORDING TO C. INSTALL WE ON SOLID BACKING BOND TIGM TO WALL AND FLOOR SURFACES Q B. SEAL POROUS S SCHE CHANNELS OR RECESSES. G INSTALL SUPPLEMENTARY FRAMING,BLOCKING,AND BRACING IN META.FRAMING SYSTEM WHEREVER ACCESSORY MANUFACTURER'S DIRECTION FOR TYPE,LENGTH,AND SPACING OF FASTENERS. y C. PRIME SURFACES SCHEDULED TO RECEIVE SEALANT. D. SCRIBE AND FIT i0 DOOR FRAMES A40 OTHER INTERRUPTIONS. 3.03 INSTALLATION WALLS AREA INDICATED TO SUPPORT FIXTURES,EQUIPMENT,CASEWORK,ETC. WHERE TYPE OF B. MOLL CORNER WAS AT EXTERNAL CORNERS. 3.05 PROTECTION j= A COMPLY WITH COMBINED RECOMMENDATIONS OF GLASS MANUFACTURER AND MANUFACTURER OF SUPPLEMENTARY SUPPORT IS NOT OTHERWISE INDICATED,COMPLY WITH STUD MANUFACTURER'S C. INSTALL EDGE TRIM WHERE EDGE OF GYPSUM PANELS WOULD OTHERWISE BE EXPOSED OR SEMI- A PROHIBIT TRAFFIC ON FLOOR FINISH FOR 48 HOURS ALTER IMSTALLTION. PROVIDE NON-STAINNVG SEALANTS AND OTHER MATERIALS USED IN GLAZING,EXCEPT WHERE MORE SIWNGEM RECOMMENDATIONS AND INDUSTRY STANDARDS IN EACH CASE,CONSIDERING WEIGHT OR LOADING EXPOSED. PROVIDE EDGE TRIM TYPE WITH FACE FLANGE FORMED TO RECEIVED JOINT COMPOUND EXCEPT RUNNERS IN TRAFFIC AREAS UNTIL FLOORING IS READY FOR FINAL CLEANING. O REQUIREMENTS ARE SHOWN OR SPECIFIED, RESULTING FROM REM SUPPORTED. WHFAE OTHER DYNES ARE INDICATED. 3.06 CLEANING B. IN NOT ATTEMPT TO OUT,SEAM,NIP DR ABRADE GLASS WHICH IS TEMPERED, 1. INSTALL LC-BEAD WHERE GYPSUM PANELS ARE TIGHTLY A9UTTEO TO OTHER CONSTRUCTION AND A REMOVE EXCESS ADHESIVE FROM FUDOR BASE,AND WALL Sheet No. C. INSTAL SETTING BLOCKS OF PROPER SIZE IN SILL RABBET;LOCATE AT ONE-FOURTH OF GLASS 3.03 CEILING JOIST INSTALLATION SURFACES WITHOUT DAMAGING WIDTH,MEASURED FROM EACH JAMB. A INSTALLATION OF JOISTS: INSTALL LEVEL,STRAIGHT AND PLUMB,COMPLETE WITH BRACING AND HACK FLANGE CAN BE ATTACHED TO FRAMING OR SUPPORTING SUBSTRATE. MATERIAL OR ADJACENT SURFACES D. PROVIDE SPACERS INSIDE AND OUT AND OF PROPER SIZE AND SPACING FOR GLASS SIZES 2. INSTAL L-BEAD WHERE EDGE TRIMS CAN ONLY BE INSTALLED AFTER GYPSUM PANELS ARE B. CLEAN FLOOR AND BASE SURFACES N ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. LARGER THAN 50 UNITED INCHES,EXCEPT WHERE PRESHINMED TAPE OR GASKETS ARE USED FOR REINFORCING AS INDICATED ON DRAWINGS INSTALL JOISTS AT 2'.0"ON CENTER,U.O.N. PROVIDE INSTALLED. SP �.O GLAZING. PROVIDE 1/8'MINIMUM BITE OF SPACERS ON GLASS AND USE THICKNESS EQUAL TO NOT LESS TIM 1 1/2'END BEARING 3. INSTAL CONTROL JOINTS AT LOCATIONS INDICATED,AND WHERE NOT INDICTED ACCORDING TO/SIN SEALANT WIDTH,EXCEPT WITH BVIYL-RUBBER SEALANT TAPE,USE THICKNESS 1/32'LESS THAN B. REINFORCE ENDS WITH END CLIPS,STEEL HANGERS,STEEL ANGLE CLIPS,STEEL STUD SECTION,OR CNSTA AND T OL JOINTS APPROVED BY ARCHITECT FOR Y'EA NOTEFF IN FINAL COMPRESSED THICKNESS OF TAPE. AS OTHERWISE RECOMMENDED BY JOIST MANUFACTURER, F. FORCE SEALANTS INTO CHANNEL TO ELIMINATE VOIDS AND TO ENSURE COMPLETE'SETTING'OR BOND OF SEALANT TO CUSS AND CHANNEL SURFACES. T. F. BORSETH PROJECT SPECIFICATIONS (CONTINUED. .) ARCHITECTS 09 68 00-CARPET DIVISION 10 - SPECIALITIES DESIGN BUILD 1.01 W0RK INCL °°°° ARCHITECTURE A CLEAN AND PREPARE SUBSTRATE TO RECEIVE CARPET. 10 14 OU-SIGNAGE B.FURNISH AND INSTALL CARPET AND PAD AND/OR GLUE DOWN CARPET AS WHERE 1.01 SIGNAGES PROVIDED AND INSTALLED BY THE CONTRACTOR INTERIOR DESIGN INDICATED IN THE ARCHITECTURAL DRAWINGS AND ALL ACCESSORIES AS NECESSARY FOR A ALL INTERIOR AND EXTERIOR SIGNAGES REOU',RBD BY TIE B,.a.DING DEPARTMENT,FIRE AUTHORITY, A COMPLETE INSTALLATION. OR ATE AND FEDERAL HANDICAP ACCESSIBILITY CODES SHALT:_BE PROVIDED AND INSTALLED 624 BEACH AVE. 2.01 PRODUCTS BY-HE CONTRACTOR. A CARPET SHALL BE AS INDICATED ON THE ROOM FINISH SCHEDULE 1.02 SIGNAGES°ROVIDED AND INSTALLED BY THE OWNER: MARYSVILLE,WA 98270 B.THE CARPET PAD SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. C.THE ADHESIVE FOR GLUE-DOWN CARPET AREAS SHALL BE A NON-TOX'C WATER A. ALL EX`ER'OR AND INTERIOR SIGNAGES RELATING TO THE OWNER'S AGO AND BUSINESS 425.359.1034 FAX 360.658.9932 RESISTANT COMPOUND SPECIFICALLY RECOMMENDED BY THE CARPET VANJFACTURER. NAME,ROOM NUMBERS AND NAVE PLATES SHALL BE PROVDED AND INSTALLED BY THE OWNER. D.THE EDGE GUARD SHALL BE JOHNSONJTE STILE-C VINYL CARPET EDGE GUARD NO. 10 44 DO-FIRE PROTECTION SPECIALTIES EC-47 AS MANUFACTURED BY THE JOHNSON RUBBER COMPANY,OR EQUAL.THE COLOR 1.01 WORK INCLUDED SHALL MATCH THE RUBBER WALL BASE AS INDICATED IN THE ARCHITECTURAL DRAWINGS. A PROVISION OF FIRE EXTINGUISHERS AND CABINETS WHERE SHOWN AND SPECIFIED. 2.02 ACCESSORIES 2.01 PRODUCTS - A ROBERTS SUPER SEAMING TAPE. A LARSEN'S,J.L.INDUSTRIES,OR APPROVE)EOJAL. E.A,4VC DOUBLE FACED TAPE. 1. LARSEN'S MODEL NO.MP5,2A-10B:C,WUF B-2 WALL BRACKET. C.ROBERTS SMOOTH EDGE CARPET GRIPPERS. m D.ROBERTS LATEX SEMI ADHESIVE. 2. LARSEN'S MODEL NO.FS-240943-FULL CLASS DOOR FOR SEMI-RECESSED CONDITIONS,AND 3.01 PREPARAT'..ON LARSEN'S MODEL NO.FS-2409-SM FULL GLASS DOOR FOR SURFACE MOUNTED CONDITIONS Y PROVIDE CABINET WITH FLAME-SHIELD OPT.ON,FIRE-RATED CAB�.R--T,CERTIFIED AND LISTED BY A.C__-AN ALL DIRE,GREASE AND CURING CONFOUNDS FROM THE SUBSTRATE. t o B.CHECK THE MOISTURE CONTENT AND ALKAUNIT'OF THE CONCRETE SUB AREAS TO WARNOCK-HERSEY FOR 1-HR NON-COMBUSTIBLE WALL SYSTEMS TO MEET THE REQUIREMENTS U O RECEVE CARPET IN ACCORDANCE WITH THE RECOMMENDA'IONS OF THE JUTE CARPET OF UBC STD.43-6(ASTM E-814). .BACKING COUNCIL,INC. 3. LARSEN'S B-2 WALL BRACKET FOR SURFACE MOUNTED FIRE EXTINGUISHERS WITHOUT C.FILL ALL CRACKS WIDER THAN 1/8'. CABINETS. D.DO NOT START WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.01 INSTALLATION COMMENCEMENT OF WORK MEANS THAT THE CONTRACTOR ACCEPTS THE CONDITION OF A. COORDINATE DETAILS WITH OTHER WORK SUPPORTING,ADJOINING OR OTHERWISE CONTACTING THE SUBSTRATE. CABINETS. 3.02 INSTALLER B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS AND APPLICABLE REGULATIONS. A CARPET INSTALLER SHALL BE A QUALIFIED EXPERIENCED PROFESSIONAL APPROVED DIVISION 11 - EQUIPMENT T BY THE MANUFACTURER. 11 28 00-OFFICE EQUIPMENT E in 3.03 SUBMITTALS A TO BE FURNISHED AND INSTALLED BY OWNER n A CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A JOINT PLAN,SHOWING DIVISION 12 - FURNISHINGS o ANTICIPATED LOCATIONS OF CARPET JOINTS. 12 21 W-WINDOW BLINDS - 0 3.04 EXECUTION 1.01 SCOPE A LAYOUT THE CARPET WITH SEAMS LENGTHWISE IN THE ROOM TO MINIMIZE THE A INCLUDES VERTICAL WINDOW BLINDS AND MOUNTING SYSTEM FOR INSTALLATION. NUMBER OF SUMS. B. FURNISH AND INSTALL BLINDS IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS. Revisfon B.AVOID SEAMS IN FRONT OF DOORS OR OTHER HIGH TRAFFIC AREAS. C. ALL WORKMANSHIP,DETAILS AND PROCEDURES SHALL COMPLY WITH THE CURRENT C.CUT AND FTC SECTIONS PRIOR TO APPUCATION OF ADHESIVE. BUTT AND GLUE EDGES MANUFACTURER'S RECOMMENDATIONS PERMIT SUBMITTAL 4-7-06 TIGHTLY AND ROLL SEAMS TO ENSURE COMPLETE BOND. SWEEP OR ROLL OUT PAR 1.02 SUBMITTALS BUBBLES FOR PROPER ADHESION. A. SUBMT QUANTITIES AND MEASUREMENTS FOR ALL WINDOW BLINDS ALONG WITH D.USE CARPET FROM THE SAME DYE LOT AND RUN ALL WIDTHS THE SAME DIRECTION THE PROPOSED MOUNTING AND FASTENING PROCEDURES. WITHIN THE SAME SPACE. B. PROVIDE SAMPLES INDICATING MANUFACTURER'S CURRENTLY AVAILABLE RANGE OF LOUVER E.ALL SUMS SHALL BE BRUSHED AND PROTRUDING PILE TUFTS TRIMMED LEVEL COLORS AND MATERIALS FOR SELECTION BY THE ARCHITECT. EXCESS ADHESIVE ON THE CARPET SURFACE SHALL BE REMOVED AND THE ENTIRE CARPET C. COLSUBOR A COPY OF THE MANUFACTURERS WARRANTY IT INSTALLED BLINDS. AREA THOROUGHLY VACUUMED AND LEFT CLEAN AND READY FOR USE. F.BIND EXPOSED EDGE ADJACENT TC RES-ENT TLE OR CONCRETE WITH RESILIENT 2.01 ACCEPTABLE MANUFACTU'REPS EDGE GUARD. NEATLY TRIM AND SECURE EDGE OF CARPET ADJACENT TO HOLLOW METAL A LEF__CR_CRENT2EN, NO.,LINDHURST,NJ. JAMBS WHERE NO RESILIENT BASE OCCURS. B. PI CORP.,FORT LAUDERDALE,FL. 3.05 PROTECTION AND(LEANING 3.01 INSPECTION AND PREPARATION A COVER GAR ET DURING CONTRUCTON PERIOD WITH 6 MIL POLYETHYLENE. A THE WINDOW BLIND CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION OF SITE,APPROVAL B.REMOVE AND REPLACE DAMAGED OR IMPROPERLY LAID CARPET. VACUUM AND OF MOUNTING SURFACES,INSTALLATION CONDITIONS AND FIELD MEASUREMENTS FOR THIS WORK, REMOVE ALL STAINS TO SATISFACTION OF OWNER. B. ALL WINDOW BLIND DIMENSIONS SHALL BE FIELD MEASURED,NOT TAKEN FROM THE DRAWINGS. Sheet Content 3.02 INSTALLATION 09 91 00-PANTING A INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S PRINTED RECOMMENDATIONS GENERAL NOTES 1,01 INCLUDES FIELD PAINTING OF ALL NEW AND EXISTING INTERIOR WALLS,DOORS,ELECTRICAL WIREMOLD AND 3.03 CLEANING PANELS,MECH.GRILLES,AND ANY OTHER EXPOSED SURFACES. COLOR TO BE PER THE FINISH SCHEDULE. A CLEAN FINISHED NSTA'.UTION OF DIRT AND FINGER MU I6.LEAVE WORK AREA CLEAN SPECIFICATIONS CONTRACTOR TO RONDE BRUSH-OUTS. AND FREE C-DEBRIS. 1.02 CONTRACTOR SALE NOT USE PANTS THAT CONTAIN MATERIALS LISTED BY C.H.S 12 FO DO-FURNI-JRC 25249.5 et.seq.(PROPOSITION 65). A. =JRNiSLINGS INCLUDING DESKS,CHARS,RE CAPNE7,TABLES SAFM DEPOSE BOXES 1.03 ACCEPTABLE MANUFACTURERS: SINCLAIR,FULLER O'BRIEN CO.,GLIDDEN,DUNN-EDWARDS, AND THE IJKE SHALL BE PROVIDED ANC INSTA_E;BY mE OWNER. BENJAMIN MOORE,OR APPROVED EQUAL DIVISION 13 - SPECIAL CONSTRUCTICN - NOT JSED I E 3.01 INSPECTION 74 A ITECT A EXAMINE SURFACES TO BE PAINTED. DO NOT PROCEED UNTIL UNSATISFACTORY CONEXIONS CNISON 14 - CONVEYING SYSTEMS - %3T JSED CBNDWSHAVR BEEN CORRECTED. DIVISION 21- FIRE SUPRESSION - %OT JSED 3.02 PREPARATION ]VISION 22 - PLUMBING - R,_FE-i TO PLUMBING PLANS Q D+ A PREPARE SURFACES IN A MANNER TO PRODUCE TIMM WORK OF F1RST-CLASS APPEARANCE AND DIVISION 23 - HEATING, VENTILATION AND AR COND-3',A; - 3-FER TO MECHANICAL PLANS 1 AND DURABILITY. DIVISION 25 - INT-CRATED AUTOMATION - SOT J ED B. CLEAN SURFACES FREE OF DUST,DIRT,OIL,GREASE AND OTHER FOREIGN MATTER PRIOR TO APPLICATION OF PRIME COAT. DIVISION 26 - ELECTRICAL - REFER TO ELECTRICAL PLANS C. REPAIR ALL VOIDS,NICKS,CRACKS AND DENTS WITH SUITABLE PATCHING MATERIAL AND FINISH DIVISION 27 - COMMU`NlCATIONS - DESIGN BUILD BY CONTRACTOR FLUSH-O ADJACENT SURFACE. DIVISION 28 - ELE' RONIC SAFETY AND S_CJRITY z D. PRIOR TO SJRFACE PREPARATION AND PAINTING,REMOVE ELECTRICAL PLATES,FITTINGS AND RS 10 00-ELECTRONIC ACCESS CONTROL AND D-C"CAI cnCD FASTENINGS. CAREFULLY STORE,OVE�_SAN,AND REINS-A--_PON COMPLETION OF PAINTING. A THE SECURITY SYSTEM SHA__BE--,PN91E ANC INSTATED BY THE OWNER'S INSTALLER vw/ J E. PREVIOUSLY PAINTED SURFACES. REMOVE BLISTERED.=EEJNG,AND SANG PAINT. CLEAN AND UNDER SEPARATE CONTRACT WITH THE CNNER. u m Z cD SPOT PRIME FAILED AREAS. REM SURFACE RESIDE AITH SOAP AND WATER. DIVISION 31 - EART_MO�K 3.03 APPLICATION DIVISION 32 - EXTERiCR IMPROVEMENTS A APPLY MATERIAL EVENLY,FREE,RCM SASS,RUNS,CRAWS,HOUDAYS OR DEFECTS. MIX TO DIVISION 33 - UTIL..TIES Q PROPER CONSISTENCY,BRUSH C..:SV^D-H,LEAVING MINIMUM OF BRUSH MARKS.. ENAMEL MID DIVISION 34 - TRAVSPDR'AT,GN z VARNISH SlV L BE UNIFORMLY ON. B. APPLY PANT BY BRASH,R=P,--R S-PA(. DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION C. ALLOW EACH COAT TO THOROIG-'_:'BEFORE SUCC`.'AC COAT IS APPLIED. DIVISION 40 - PROCESS IN I'=CARAT Qti O z 3.04 CLEANING A REMOVE AL SURPLUS MATERIALS AN' -w_-V -E AT THE COMPLETION OF EACH DAY'S DIVISION 41 - MATERIAL �OLESSING AtiO HATvUI_IP ='BENT Z C/-) EACH DAYSWORK. REMOVE ALL SPA -,,M LASHED SURFACES. LEAVE PAINT STORAGE CIVISICN 42 - PROD C\ HEATING, COO Nv C'i°'NC E '.I 'VENT CD SPACES IN A CLEAN Arm FINISHED CO',-. > DIV'S'CV 43 - PROCESS GAS AND C, -LAN,'X --Al ION AND STORAGE EQUIPMENT O z DIVIS'C 44 - POLLL"ICN CONTROL -C GPM:%- Q I- DIVIS,`N 45 - INDUSTRIA, SDFORC MAN,_AC-:,.RING EQUIPMENT Z CD Q a� i= 0 Sheet No. SP 10 of sheets Copyright Borseth Architects. All rights reserved. Not to be reproduced without permission. Original sheet size 24" x 36" (Q� ( (io f New Restaurant (12� 43� T. F. BORSETH ARCHITECTS DESIGN BUILD ARCHITECTURE INTERIOR DESIGN (A , - - - - - - - - - - - - - - - - - - - - - - - - - - 1 624 BEACH AVE. MARYSVILLE,WA 98270 425.359.1034 FAX 360.658.902 -11 EXISTINGcc ' BREAKROOM oa , (NO WORK) - - - - - - - - -) - - - - - - �� - - - - - - - - - - - - - - T _ m 4) I I I 4) EXISTING KITCHEN 1 72"STONE TOP- (NO ORK) I ' 3_18"xikl" W o` MTL.RAIL WINE CELLAR - - - @' '-0"O.C. 18"z38" I.W. E m Or Z c 10 TYP. COL DETAIL EXISTING WALL EXISTING OPENING LING DETAIL N.T.S. TO REMAIN TO REMAIN N. S. f1 -� t - - - - - - - - - Revision rb(_ v , I~ PERMIT SUBMITTAL 4-7-06 BIG SCREEN lid <<�>1 1< J \ 1 < � OPEN I it 1! �� C\ / / i BOOTH (F �� 1GUNGE— �/ -- - eoorH zx2'coL. e` (TYI1) s .; BOOTH Sheet Content v a — BOOTH i =__—�1 I BOOTH LINE OF EXISTING FLOOR PLAN 03 <\ / " � /Q� GAS J� ———— WALL i \! F P 3 BOOTH �\ PULL HEIGHT COL. j J, K >> BOOTH II III \� ---- DINING BOOTH LSTERED _ I 2 I — I I 428 HITECT IL - - - - - , \ ��`` �J, BOOTH ——— BOOTH 11 ` - - - - - - - - - - - 1 IsTD� — / BOOTH F7 ILJ $ LA LJl ---- 1 L_J O L JI UP 12'STO .�P BOOTH ! ——— z XISTIN L Jl \ ! _BOOTF '�I ?� _——— o n ^. 12"STONE TOP 3 — J m BAR F� 1.L J Jl L �j� j I // ---- W L (�—I L \l _ D BOOTH ~ I—-1 L-A ` 2 WALL T BE \v — ��jj REMOV D 1g"xi x18" 1 1 a L A n /\ FL.TILE ___— Z W L J) LL /(<\\\/ TO REM IN :5 Ell O Q "Al' ING 02 2 LL LJ IL = - - - - - FLOOR PLAN o I Sheet No. ia" �- - - - - - - - - - - - - - - - - - - - - - - - - - - ------ --- - -� \J I I 1 Al A I I � � of chno+o DOOR SCHEDULE FINISH NOTES: T. F. BORSETH LABEL HT. WIDTH TYPE MATL. F.R. THRESH. REMARKS AND NOTES JAMB HDWR CEILING MILLWORK DOOR TYPES DOOR NOTES ACT-1 USG INTERIORS, INC. PL-1 NEVAMAR ARCHITECTS 1. PROVIDE STAIRWAY IDENTIFICATION 9CNACE AT EACH STAIRWELL DOOR PER 01 7'-0" (2)3'-0" C WD NR N 1,3,6,8,9,10,15 4 1 ACOUSTONE/FROST LAY-IN PANELS COLOR: WINTERGREEN MATRIX MR-5-6T LBc DESIGN BUILD NR N 2. ALL EXTERIOR DOORS SHALL BE PROMDED WITH'SELF-RELEASING 02 7'-0" 3'-0" B WD EXISTING ITEM NO. 412 HARDWARE'AND SHALL OPEN MYTH A SINGLE MOTION FROM INSIDE. 03 7'-0" 3'-0" B WD NR N EXISTING 2' X 2' X 3/4" PL-2 NEVAMAR ARCHITECTURE SIGN SHk1 BE OST a DOL 0 OR REMAINPOPENDDURN N G BUSINESS HOUTO BE VISIBLE TO RS." 04 7'-0" 3'-0" B WD NR N 2,8,9,10,15 5 4,2 DONN DX 15/16" GRID COLOR: UMBER TEMPERA TM-2-2T INTERIOR DESIGN 4. SHOULD PROBLEMS MYTH OBSTRUCTION OF FIRE DOOR ARISE,SIGNS MILL BE REQUIRED STATING, RE DOOR-DO NOT OBSTRUCT. CEILING NOTES MILLWORK NOTES 624 BEACH AVE. O O 5. ALL GLASS IN FIRE RATED DOORS 1. ALL CEILINGS TO BE ACT-1 LION. 1. ALL BASE & OVERHEAD CABINETS TO BE SHALL 9 45 MINUTE WIRED CUSS. WA 9 14 wood AL w M0. 6, PROVIDE SOLID BLOCKING AT DOOR STOPS&AS RED.ELSEWHERE 2. UON. 65 0 F 2. ALL COUNTERS TO BE PL-2 UON. 425.359.1034 FAX360.658.9932 7 MARLED TOM EALARM SYSTTEEMN AT ELEVATOR LOBBY DOOR WALLS 3. VANITY APRONS TO BE PL-1. 8.PROVIDE SELF CLOSING MECHANISM P-1 FLAT LATEX B.AT EXTECRNIOR AND s LLBBS.ATOINTERIIOR. AS MANUFACTURED BY SHERWIN WILLIAMS FABRIC WRAPPED PANELS 10. CDOORS TO HA LEAR SPACE E 12'E OPPOSITE NSYAG OFEP COLOR: DESIGNER WHITE - SW 1904 F-1 WOLF GORDON - PERMAWALL VIII COLLECTION n DOOR 1,4-3 4" P-1A FLAT LATEX PATTERN: CANNON 0 m (D 1. ALL RATED DOGS AND FRAMES AS MANUFACTURED BY SHERWIN WILLIAMS COLOR: CNN 3008 MESA MTL FRAME WL GLw55 CERTTIFIEEDD LISrISYG A PERMANENT LABEL BY A AGENCY LABELING THE ACTUAL ASSEMBLY 12. UM-CONTRACTOR TO PROVIDE SAFETY/MRED GLASS AND METAL COLOR: CAPRICE CREAM - SW 1906 FRAME AS REQUIRED By CODE 1/2"x4 WD FRAME F-2 WOLF GORDON - PERMAWALL VIII COLLECTION o 13. PROVIDE OBSERVATION PORT GLASS P-2 EGGSHELL FINISH PA-TE4N: CANNON o u APoI . DOORSCDNNecEOTDASYSEN. THSDaaRISTo GLASS AS MANUFACTURED BY SHERWIN WILLIAMS COLOR: CNN 3004 FRESCO AUTOMATICALLY UNLOCK AND REMAIN LATCHED WRING ACTIVATION OF ALARM GLASS 15. DOORS W/LOOK SET OR LATCH SET WILL HAVE COLOR: UPTOWN TAUPE - SW 1057 LEWR-TYPE OPERATING HARDWARE. F.F 1-1/2" FABRIC WRAPPED PANEL NOTES 6�NET P-3 FLAT LATEX 1. F-1 USED ON NEW TACKABLE PANELS @ AS MANUFACTURED BY SHERWIN WILLIAMS PERIMETER OFFICES. SEE DETAIL 8/8-A5.2. HARDWARE GROUPS SCHEDULE HARDWARE NOTES WD MULLION LWD MULLION WD MULLION COLOR: MODERN GRAY - SW 1031 2. F-2 USED IN ALL CONFERENCE ROOMS Q � T UNLESS OTH VISE NOTED PLACE HARDWARE AT THE G 3 P-4 SEMI-GLOSS N.T.S. N.T. N.T.S. E DD FOLLOWING LOCATIONS.(CENTERED ABOVE FINISH FLOOR) �/ AS MANUFACTURED BY SHERWIN WILLIAMS HARDWARE GROUP 1 INTERIOR 1. LOCK AND LATCH HANDLES 30 INCHES OTY DESCRIPTION MFG MODEL FINISH CROSS BAR OF PANIC DEVICE COLOR: MODERN GRAY - SW 1031 o 0 HINGES 2. DOOR PULLS 40 INCHES PASSAGE LATCH 3. PUSH PLATES 40 INCHES CSTOPLOSER 4. HINGES AND KICK PLATES PER MFG. CT-2 CERAMIC TILE 5. BACKSET OR LDC(SET PASSAGES 2 3/4INCHES AS MANUFACTURED BY AMERICAN OLEAN HARDWARE GROUP 2 PRIVACY 6, INTERMEDIATE HINGE EQ QTY DESCRIPTION MFG MODEL FINISH DISTANCE FROM TOP AND BOT. 6„ 2'X 2" SATINGLO Revision LOCK/LATOi T F�ORLL`YjAN ANDu sroP cnWNO WHERE OCCURS GLASS GWB COLOR: D06 SATIN MAIZE WALL NOTES PERMIT SUBMITTAL 4-7-06 HARDWARERE GROUP OUP 3 EXIT 4" VINYL BASEr ENLDSLNE 1. ALL INTERIOR SPACES TO BE PAINTED P-1 LION. OTY DESCRIPTION MFG MODEL FINISH WOOD TRIM AS MANUFACTURED BY JOHNSONITE 2. PERIMETER CORE 'N'%L(S TO BE PAINTED P-2. HINGES PANIC/LATCH STOP DTL. H 1/AS 2" DTL. H1/A8 COLOR: 32 PEBBLE 3. ALL CORRIDOs WALLS OPPOSITE CORE TO BE PAINTED P-3. SMOKE i0 SHIM SPACE 4. ALL DOOR FRAV-S TO BE PAINTED P-4. FLOOR 5. USE STRAIGHT VINYL BASE WITH CARPET HARDWARE DDFSRSIOPnON IX�NMFG MODEL FINISH _ ,�� SHIM SPACE 3 "D DOOR AS SCHEDULED AND COVE VINYL BASE WITH VCT. ia.T"c/urcH � DOOR AS SCHEDULED - CPT-1 CARPET TILE CLOSER CPT-4 CARPET TILE HARDWARE GROUP 5 STORAGE OTY DESCRIPTION MFG MODEL FINISH *ALL GLAZING WITHIN A 247'ARC OF INTERFACE/CARIBBEAN ""'EEAATCH EITHER SIDE OF DOOR SHOULD LOOK STOPPER BE SAFETY GLAZING DR. JAMB & HEAD INT. DR. JAMB COLOR: 3086 MARTINIQUE A Sheet Content HARDWARE GROUP 5 STORAGE *ALL GLAZING WITHIN 5'OF THE 4 N.T.S. 5 N.T.S. VCT-1 VINYL COMPOSITION TILE QTY DESCRIPTION MFG MODEL FINISH DOOR SCHD SO INFO iax�LnTa STAIRS MUST BE SAETY GLAZING AS MANUFACTURED BY ARMSTRONG/STONETEX STOP CLOSER COLOR: 52128 DESERT DUST FINSIH SCHD. & NOTES SPORTAL MOKE AssEMelr CT-3 CERAMIC TILE AS MANUFACTURED BY AMERICAN OLEAN WALL TYPES .eih ng 2"X 2" UNGLAZED PORCELAIN Room Description Room No. Floors Base MaterIGI I Mcl*, Ccl1, Remarks COLOR: A32 STERLING SILVER IC BLOCK =1 S -'_OCR tTERED A VI YL GYP. BD. HINT A'? FLOOR NOTES USING SALVAGED STOCK.V N L Y PAIN A'T -- 1. PATCH ALL CARPET TILE iN AREAS OF NEW WORK WHERE REQUIRLb,AI IN N I VIN GY B PAINTA T --\ 2. VCT-1 TO BE INSTALLED IN ALL COPY, PANTRIES, AND TELE/DATA RCCMS.BOTTOM OF STRUCTURE 0 I N CROWN MOLDING z MTL RUNNER BOTTOM OF STRUCTURE MTL RUNNER BOTTOM OF STRUCTURE N1IL RUNNER BOTTOM OF STRUCTUREJ[� '^ MTL RUNNER FASTEN TO STRUCTURE FASTEN TO EXSITING SOFFIT * _TYFASTEN TO EXTISTING SOFFIT cn LWL ICD GWB EA SIDE }" GWB EA SIDE GW8 EA SIDE aI GWB EA SIDE r Z C N �" F.YWOOD H- w w W/ BIL NS W4,AP (n z & EXT. FACE TC MATCH Ir EXISTING E 7NDING L 2 PLYWCOJ- x DING WRA= 3.5"24 GA. MTL STUD 3.5" 24 GA. MTL STUD & EXT. rACE TO MA C- 2 O z 0 24" O.C. 0 24" O.C. EXISTING BUILC 3E PLAN SECTION PLAN SECTION 3.5" 24 GA. MTL STUD PLAN SECTION PLAN SECTION WD FRAME � ® 24" O.C. PLAN SECTION R73 INSULATION O z BASE, SEE FIN. SCHD. BASE, SEE FIN. SCHD. E. SEE FIN. SCHD. BASE, SEE FIN. SCHD, MTL. RUNNER a MTL. RUNNER 2x6 PT BOLT. = CO SEALANT, INTUMESCENT, O SEALANT, INTUMESCENT, SEALANT, INTUMESCENT, PLATE SEALANT, INTUMESCENT, TEMP. GLASS Q BOTTOM OF GWB MTL. RUNNER BOTTOM OF GWB BOTTOM OF GWB BOTTOM OF GWB FIN. FL., SEE SCHD FIN. FL., SEE SCHD FIN. FL., SEE SCHD FIN. FL., SEE SCHD FIN. FL., SEE SCHD TOP OF FLOOR TOP OF FLOOR TOP OF FLOOR TOP OF FLOOR TOP OF FLOOR FINISH GRADE-7I PHILLIPS RED HEAD S:38 REDHEAD SHOT PIN PHILLIPS RED HEAD PHILLIPS RED HEAD 3.0 Sheet NO. 5:38 5:36 24" O.C. ICBOj 1372 24"O.C. ICBO� 1372 24" O.C. ICBO(f 1372 1 WALL NPE S-7 (FULL HEIGHT) CSI �09250 O WALL TYPE (LOW WALL) `� WALL TYPE S-7 (FULL HEIGHT) CSI �09250 O WALL TYPE S-7 (FULL HEIGHT) CSI #09250 </\��j\ WA�L TYPE (GLASS) _ A1 0 of sheets f New Restaurant T. F. 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