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Plans (378) BU P2017 - 00045 r` �Elt Y. �IiIE _ r, i • . 1, OR WAYS 8L MEANS OYSTEIR HOUSE 5863 % tit FD 0 R T LA N D 0 R E G 0 N ______,,,....,_,_,...+1•_,..._______ _____________.__ _�. ■ _ - '� ; � � -7/ • _ - g PERIMETER OF BRIDGEPORT VILLAGE �'1TAR Y L�T7 ! N. WAYS & MEANS OYSTER HOUSE • _• �� - -4,940i, clit• � AR� 1 o NFD TENANT — .. i BUILDING piviSION N CONTACT: ARCHITECT ■ _ 1 r f I ` _I w c I ill 1 I- MF- 1 1 ` i U _ (17 _ 1 PROPERTY LINE I z BV CENTERCAL, LLC OWNER 1 .. 11 W 1 1 O 1 c / o Q Q o _ ix a z 1600 E. FRANKLIN AVE. _ , ___ _ ] 0 CO Ei EL SEGUNDO, CALIFORNIA 90245 _ : 1 N rn 111.1111 "111 TELEPHONE: 310-563-6900 A - ` ` - ` ` ` ` ` i 4 • u n u .4 J J J J J J J ] d�� • I I 1 C J J .111 CIDA INC. ARCHITECT/STRUCTURAL ENGINEER — .►, 111 111 ,, 40 c n TWIGS BISTRO _ ' n �� & MARTINI BAR(- - -----------7-7 44L IIIN r I 15895 SW 72ND SUITE 200 — 4 n - 7,965 5F — _ j �! PORTLAND, OREGON 97224 n REGAL CINIMAS 3 E� TELEPHONE: 503-226- 1285 $2 5 , (7c, 4) �� _ . 00 SF ISI FAX: 503-226- 1670 E—MAIL: rebeccak@cidainc.com - r i P'_,_ ' �o�� h�� •.• ►�,� N,44 el CONTACT: REBECCA K E R R VSUSHI �� -L CALIFORNIA PIZZA 4 ` �`' ��,�� --1,1, ,.1,1,.,1,1, 2,955 SF AINERICAIV l KffCHEN ' c • N: �' APPAREL 5,974 SF c r / �� ® 2,798 S �� 7 1-It■-I .� ri ��.........� �. �..�� ..+ ARCHITECTURE R&W ENGINEERING, INC. MECH./ELEC./PLUMBING C � ` � 4789 SF PSE I IH�� - =61 I 639 SF = , �• ENGINEERING \ _ V / PLANNING ■ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ — J 1 �� 1 I L 1 1 -� 1 9615 SW ALLEN BLVD. SUITE 107 _ � 'leei p_ � i � _ ,, / INTERIORS Ntli BEAVERTON OR 97005 - o i ., n ' /- LANDSCAPE ..........--%------ —� i r / 4-�- - �_I r �� 1 5895 SW 72ND AVE SUITE 200 TELEPHONE: 503-292-6000 — ,_- r r / PORTLAND. OREGON 97224 J' n �� / TEL : 5 0 3 . 2 2 6 . 1 285 CONTACT: HEATHER HARRIS -----k6/ / r ❑ • • FAX : 5 0 3 . 2 2 6 . 1 6 7 0 ❑I / �'. wwwcIDAINc . coM 0. r �_ w i r ,! / 1 _.:.7 ISI // +S}PEgCi[ � `.p� . � � �� d ] "�I ' - .1 � 7, _`_ '.� ,yam Y ' .(4,,.• �. �1�1P. �i fl I S° .,�� L 9® 1 trife WESTERN CONSTRUCTION SERVICES CONTRACTOR —�__ � + � ____• `, �-� �_ •, �� a, .� :IIieteandn: „1•' ,o, steelr ( MI 2300 EAST 3RD LOOP CCB#: 173826 ; �� • -I =1. '»�-!' •z ,. stalledi - CO W fi fi 1 ❑ • s! ❑ Special prst-Basi _ GncsAete Frame VANCOUVERA 98 TELEPHONE: 3 fi 0—6 9 9—5 317 0 ng Steel Prestressing Steel Tendons 0 SITE PLAN Structural Welding s CONTACT: KEN ANDREWS 1"-84' ❑ Higit•Strenght Bolting A 0 Structural Masonry . CC❑ Reinforced Gypsum Concrete O DESCRIPTION OF WORK ❑ insulating Concrete Fill CITY OP TIGARD W cr CONTRACTOR TO CONTACT CITY OF TUALATIN FOR FOOTINGREVIEWED FOR COD COMPLIANCE I� ❑ Spray Applied Fire Resistive Materials O N INSTALLATION GUIDELINES, BEFORE TIGARD'S INSPECTION. App O TENANT IMPROVEMENT PROJECT FOR NEW RESTAURANT AT THE BRIDGEPORT VILLAGE MALL. ❑ Pilings, Drilled Piers and Caissons UTC: i 1 I,- N. INTERIOR WORK INCLUDES DEMO OF INTERIOR WALLS, NEW WALLS, CASEWORK AND FINISHES. 0 Shotcrete Z i-- O EXTERIOR WORK INCLUDES NEW STOREFRONT, CANOPIES, FENCES AND PAINT. Pcrmit#s VLi1��7 J W W NO CHANGE OF OCCUPANCY. ❑ Special Grading,Excavation and Filling Adores o P 1 IPA 0 o ❑ Smoke-Control Systems S . ' O O O ZONING CODE INFORMATION4 0- ❑ Other Inspections_ _. By - Date. 'ZS 1 7 IX 0 CE i -.• ._-r''.I ■ Oregon au inF; - - Z O JURISDICTION: CITY OF TIGARD n APPROVED PLANSIX ZONING: MUC-1, BRIDGEPORT VILLAGE PLAN DISTRICT - iL,. r ZQ a { Q PARCEL SIZE: 6.9 ACRES 4 { INCLUDE UN-ATTACHED:TACf1EDs TENANT SPACE: 4,789 SF ° ¢ w w D, W !m Q _H-1-1 �SpR[lCTURAI�CAi.CS N BOOK Z W r� 0 1 ;� 0< W n 3 aw GEOTECH REPORT 11— �^ 1- LEGAL DESCRIPTION a =.. z ;w C V) GO o z U �M,SC DOCUMENTS 2 M .:�, M :�_�.s o_ o o z in � 00 c> >- aaaa 0 0 �C] PROJECT SITE 1-1-11 U cn o z c� ¢w ¢ ¢ �3 �' ,- U w � w J � z � z � UU ¢ ¢ ¢ o J (4 N TAX LOT: 2S113AC01201 +� PROPERTY ID: R2125940 �- 1n ¢ o ci w i� w ° U U U z L` `� i- T TAX MAP: 251 13AC r �i w �n �n �n ca w _ w 111 w o �i Z o w = � I w U � � � _ � � OFFICE COPY _ Z J - - O Li Lam. li 11.1 U U C� CD 1- (n Gn O J J N W _J J Cn V7 Z N C.0 w = O w z W W w ¢ 22 V U- ADDRESS/LOCATION: 7331 SW BRIDEPORT RD. LooQ z a ¢ Q ¢ Q 8 5 .7c(f) J n zo co co TIGARD, OR 97224 f-r) n , Ca UW�ISJT7k / � zz zwg 1JQ d � � � � � oL� n �cW ¢ � � ¢ ¢ ¢ ¢ -' � � u' cncn � � _, w g to - - W u' _-.1 -.1 nC) 0 � owt a- ixct r _a � ctUa. a_o c.) cis� z � 0- zzz " ci- zz6 6 a_ wzCD o - City Park , ¢ ¢ r ¢ } >- z z - - T� � Jaz � w'~ � � z � O O rl J OL 0_ a. � ¢ E cc it Cc mctcrmmm J ¢ Et ¢ ¢ C � m � >1" PARKING SUMMARY Www Ulo � ¢ � <D0 � � � LUo woe J � Z1- oo1- moo _ � _ _ Q � � 'ril'�@fldeitUr H zzw� wcnow � Jaz wwwz zzz w � wOow www app » > Q v vv cy � w CC < 1. U Q CJ C.7 Lk. (n w LL a. w g 0 3 LL Z 1 - U C' V V U w J W li LL W w W w U 0_ J -3 J a. a. U W W W O J .-] ¢ �' - Z a. 1� 4-- a. a. 0- M 11~ LL_ w Q w 07 TAX LOT PARKING COUNT: 218 k Z Z TOTAL BRIDGEPORT VILLAGE COUNT: 2,038 b W = U cTo _ _ L U , Qf N ,- ,- NrNrn ,- X ix r N W Nr� OOO - O `� O .• O r N U TOO U ir in N w o r c i r� rri tri co co a co r- ix o - J o o 0 0 cv �i r•`'i �t O *- Ni W o ,. Ki Ki N a 000 . a ¢ ¢ ¢ a ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ (f) Con LI in W WWwWWaJ W 1-1-1 LU � a. a. a aao_ � mmm Y YY zY Y BUILDING CODE INFORMATION �' Bridgeport Village Mall k CODE: OSSC 2014 * 1 1/30/17 MA REVIEW /• • • % % � j COVER SHEET & SITE 2 2/22/17 BUILDING PERMIT REVIEW • • •_• • • •• •• • •• •• •• •• •• •• •• I •• • • • �� • • • • • • • • • • • • • • • • • • • • • • • SEE FLS FOR BUILDING CODE INFORMATION StN Hi v+ nd t ,►` ;i� d �� PLAN DEFERRED SUBMITTALS CS1 - FIRE ALARM NOBBY - SPRINKLERS * 0 VICINITY MAP 160254.01 - SIGNAGE NO SCALE 0 2916 ODA. P.C./00A LJ.RIGHTS RESERVED WERAL NOTES: • G. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS ' +` TO COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS. DMSION 2 EXISTING CONDITIONS DMSION 6 WOOD, PLASTICS AND COMPOSITES 1. REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE. or- DMSION 1 GENERAL REQUIREMENTS2. CLEAN NONPOROUS JOINT SUBSTRATE SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT 11011F0 IL lIfA11t 2.1 SELECTIVE DEMOLITION DO NOT STAIN, HARM SUBSTRATES, OR LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION ,,,,,...,„ 1.1 GENERAL CONDITIONS A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW 6.1 INTERIOR ARCHITECTURAL WOODWORK OF JOINT SEALANTS. • • A. ALL WORK UNDER THIS CONTRACT TO BE IN ACCORDANCE WITH THE GENERAL CONDITIONS OF THE A. GENERAL: REFER TO DRAWINGS FOR LOCATION, SPECIES, FINISH, AND PROFILE OF FINISH CARPENTRY 3. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED BY JOINT-SEALANT MANUFACTURER CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN ITEMS INCLUDING: PORTLAND, OR CONTRACT FOR CONSTRUCTION AIA DOCUMENT A201, 2007 EDITION OR OTHER APPROVED FORMAT. LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: OR AS INDICATED BY PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS OR PRIOR EXPERIENCE. 5863 �q B. WHERE ANY ARTICLE, PARAGRAPH, SUBPARAGRAPH OR CLAUSE OF THE GENERAL CONDITIONS IS1. STANDING AND RUNNING TRIM. i THE UNALTERED PROVISIONS OF THAT ARTICLE, 1• NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE APPLY PRIMER TO COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS. CONFINE MODIFIED OR DELETED BY THESE SUPPLEMENTS, 2. INTERIOR WOOD DOOR AND WINDOW FRAMES • CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING PRIMERS TO AREAS OF JOINT-SEALANT BOND; DO NOT ALLOW SPILLAGE OR MIGRATION ONTO OF PARAGRAPH, SUBPARAGRAPH OR CLAUSE SHALL REMAIN IN EFFECT. CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, 3. WOOD PANELING. ADJOINING SURFACES. C. COORDINATE ALLOWABLE CONSTRUCTION HOURS WITH LANDLORD. NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY B. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK 4. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT OR COVER OPENINGS TO REMAIN. QUALITY STANDARDS." PRIMER WITH ADJOINING SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED 1.2 INTERPRETATION 2. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID C. PROVIDE AWI QUALITY CERTIFICATION PROGRAM LABELS AND CERTIFICATES FOR WOODWORK, INCLUDING BY SUCH CONTACT OR BY CLEANING METHODS REQUIRED TO REMOVE SEALANT SMEARS. REMOVE A. VIEWED OR APPROVED BY ARCHITECT/ENGINEER SHALL MEAN WRITTEN REVIEW OR APPROVAL BY MARRING EXISTING FINISHED SURFACES. INSTALLATION. TAPE IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING JOINT SEAL. ARCHITECT/ENGINEER OR AN AUTHORIZED CONSULTANT. 3. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT 1. GRADE "CUSTOM" UNLESS NOTED OTHERWISE. H. INSTALLATION B. REFERENCE IN THE SPECIFICATIONS TO A SINGLE ITEM OR PIECE OF EQUIPMENT SHALL APPLY TO AS CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF 1. SEALANT INSTALLATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 1193 FOR USE OF MANY SUCH ITEMS AS ARE INDICATED ON DRAWINGS OR REQUIRED TO COMPLETE THE PROJECT. HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN WATCH AND PORTABLE 6.2 INTERIOR CASEWORK JOINT SEALANTS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. C. INDICATING AN ITEM OR METHOD ON THE DRAWINGS REQUIRES THE CONTRACTOR TO FURNISH, FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. A. GENERAL: REFER TO DRAWINGS FOR LOCATION, FINISH, AND PROFILE CASEWORK ITEMS: CONFIRM 2. INSTALL SEALANT BACKINGS OF KIND INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT FABRICATE AND INSTALL THE ITEM, UNLESS INDICATED OTHERWISE. 4. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO DESIGN MATERIAL AND FINISHES WITH TENANT. POSITION REQUIRED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. B. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. N.. r 1.3 FEES 5. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. QUALITY STANDARDS." 3. DO NOT LEAVE GAPS BETWEEN ENDS OF SEALANT BACKINGS. A. UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS, THE OWNER SHALL PAY FOR PLAN B. REUSE OF BUILDING ELEMENTS: PROJECT HAS BEEN DESIGNED TO RESULT IN END-OF-PROJECT C. PROVIDE AWI QUALITY CERTIFICATION PROGRAM LABELS AND CERTIFICATES FOR WOODWORK, INCLUDING 4. DO NOT STRETCH, TWIST, PUNCTURE, OR TEAR SEALANT BACKINGS. o N CHECK FEES AND BUILDING PERMIT FEES, INCLUDING SEWER, GAS AND WATER CONNECTION FEES, AS RATES FOR REUSE OF BUILDING ELEMENTS AS FOLLOWS. DO NOT DEMOLISH BUILDING ELEMENTS INSTALLATION. 5. REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET BEFORE SEALANT APPLICATION AND '1 "' WELL AS OTHER ASSESSMENTS OR FEES ESTABLISHED BY THE AUTHORITY HAVING JURISDICTION. THE BEYOND WHAT IS INDICATED ON DRAWINGS WITHOUT ARCHITECT'S APPROVAL. D. GRADE "CUSTOM" UNLESS NOTED OTHERWISE. REPLACE THEM WITH DRY MATERIALS. 04 CONTRACTOR SHALL PAY FOR ALL OTHER PERMITS, FEES, LICENSES AND INSPECTIONS NECESSARY C. REMOVED AND SALVAGED ITEMS: E. MATERIALS: I. INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN w_ FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PLUMBING, MECHANICAL AND 1. CLEAN SALVAGED ITEMS: PACK OR CRATE ITEMS AFTER CLEANING. IDENTIFY CONTENTS OF 1. WOOD SPECIES AND CUT FOR TRANSPARENT FINISH: REFER TO DRAWINGS OR AS SELECTED BY SEALANTS AND BACKS OF JOINTS. ELECTRICAL PERMIT FEES. CONTAINERS. ARCHITECT J. INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE SAME w 2. STORE ITEMS IN A SECURE AREA UNTIL DELIVERY TO OWNER. 2. WOOD SPECIES FOR OPAQUE FINISH: ANY CLOSED-GRAIN HARDWOOD TIME BACKINGS ARE INSTALLED: ¢ 1.4 SUBSTITUTIONS 3. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE. 3. HARDBOARD: AHA A135.4. 1. PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. n A. SUBSTITUTION REQUESTS: SUBMIT THREE COPIES OF EACH REQUEST FOR CONSIDERATION. IDENTIFY D. REMOVED AND REINSTALLED ITEMS: CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE 4. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2, GRADE MD, MADE WITH BINDER CONTAINING NO UREA 2. COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION. . PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED. INCLUDE SPECIFICATION FOR INTENDED REUSE. PAINT EQUIPMENT TO MATCH NEW EQUIPMENT. FORMALDEHYDE. 3. PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS THAT ALLOW X SECTION NUMBER AND TITLE AND DRAWING NUMBERS AND TITLES. 1. PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF CONTAINERS. 5. PARTICLEBOARD: ANSI A208.1, GRADE M-2-EXTERIOR GLUE. OPTIMUM SEALANT MOVEMENT CAPABILITY. U Li B. SUBSTITUTIONS FOR CAUSE: SUBMIT REQUESTS FOR SUBSTITUTION IMMEDIATELY UPON DISCOVERY OF 2. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE. 6. SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY OVERLAY. K. TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR w ¢ CD NEED FOR CHANGE, BUT NOT LATER THAN 15 DAYS PRIOR TO TIME REQUIRED FOR PREPARATION AND 3. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW 7. THERMOSET DECORATIVE PANELS; PARTICLEBOARD OR MEDIUM-DENSITY FIBERBOARD FINISHED WITH CURING BEGINS, TOOL SEALANTS ACCORDING TO REQUIREMENTS SPECIFIED IN SUBPARAGRAPHS BELOW 0 0 23 z REVIEW OF RELATED SUBMITTALS. MATERIALS AND EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS MATERIALS THERMALLY FUSED, MELAMINE-IMPREGNATED DECORATIVE PAPER COMPLYING WITH LMA SAT-1. TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION INDICATED; TO ELIMINATE AIR POCKETS; AND0 z C .SUBSTITUTIONS FOR CONVENIENCE: ARCHITECT WILL CONSIDER REQUESTS FOR SUBSTITUTION IF NECESSARY TO MAKE ITEM FUNCTIONAL FOR USE INDICATED. 8. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS INDICATED OR, IF NOT INDICATED, TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDES OF JOINT. Ili z m RECEIVED WITHIN 60 DAYS AFTER THE NOTICE OF AWARD. E. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND AS REQUIRED BY WOODWORK QUALITY STANDARD. 1. REMOVE EXCESS SEALANT FROM SURFACES ADJACENT TO JOINTS. o SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED 9. SOLID-SURFACING MATERIAL: HOMOGENEOUS SOLID SHEETS OF FILLED PLASTIC RESIN COMPLYING 2. USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO N N 1.5 SUBMITTALS TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION CLEANED AND WITH ISSFA-2. NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. A. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE. F. CABINET HARDWARE AND ACCESSORIES: 3. PROVIDE CONCAVE JOINT PROFILE PER FIGURE 8A IN ASTM C 1193, UNLESS OTHERWISE INDICATED. NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD 1. BUTT HINGES: 2-3/4-INCH (70-MM), 5-KNUCKLE STEEL HINGES MADE FROM 0.095-INCH- L. ACOUSTICAL SEALANT INSTALLATION: COMPLY WITH ASTM C 919 AND WITH MANUFACTURER'S WRITTEN PRINTED DATA, UNLESS SUBMITTAL BASED UPON ARCHITECT'S DIGITAL DATA DRAWING FILES IS (2.4-MM-) THICK METAL. RECOMMENDATIONS. OTHERWISE PERMITTED. 2. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A156.9 801602. M. CLEAN OFF EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES B. SAMPLES: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A CHECK OFBY METHODS AND WITH CLEANING MATERIALS APPROVED IN WRITING BY MANUFACTURERS OF JOINT 802011 9 BACK-MOUNTED PULLS: BHMA A156. , . THESE CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A COMPARISON OF THESE CHARACTERISTICS DMSION 5 METALS 3. SEALANTS AND OF PRODUCTS IN WHICH JOINTS OCCUR. 4. WIRE PULLS: BACK MOUNTED, SOLID METAL 4 INCHES (100 MM) LONG, 5/16 INCH (8 MM) IN BETWEEN SUBMITTAL AND ACTUAL COMPONENT AS DELIVERED AND INSTALLED. N. FIELD-ADHESION TESTING: FIELD TEST JOINT-SEALANT ADHESION TO JOINT SUBSTRATES AS FOLLOWS: 5.1 STRUCTURAL STEEL DIAMETER. C. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF 1. PERFORM 10 TESTS FOR THE FIRST 1000 FEET OF JOINT LENGTH FOR EACH KIND OF SEALANT AND A. GENERAL: REFER TO STRUCTURAL DRAWINGS FOR NOTES AND REQUIREMENTS FOR STRUCTURAL 5. CATCHES: MAGNETIC CATCHES, BHMA A156.9, 803141, PUSH-IN MAGNETIC CATCHES, BHMA A156.9, CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT. JOINT SUBSTRATE. STEEL. B03131, ROLLER CATCHES, BHMA A156.9, B03071, BALL FRICTION CATCHES, BHMA A156.9, B03013. 2. PERFORM 1 TEST FOR EACH 1000 FEET OF JOINT LENGTH THEREAFTER OR 1 TEST PER EACH 1.6 DELEGATED-DESIGN SERVICES (DESIGN BUILD) 6. DRAWER SLIDES: BHMA A156,9, 805091. FLOOR PER ELEVATION. A. PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY , _I.: _ ,-__r_ 5.2 COLD FORM STEEL FRAMING 7. DOOR LOCKS: BHMA A156.11, E07121. 3. TEST METHOD: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT A DESIGN PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT 8. DRAWER LOCKS: BHMA A156.11, E07041, HAND PULL TAB, IN APPENDIX X1 IN ASTM C 1193 OR METHOD A, TAIL PROCEDURE, IN DOCUMENTS, PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN A. ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH 9. EXPOSED HARDWARE FINISHES: AS SELECTED BY ARCHITECT OR AS INDICATED ON DRAWINGS. ASTM C 1521. CRITERIA INDICATED. MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF G. AWI TYPE OF CABINET CONSTRUCTION: AS INDICATED. 4. EVALUATION OF FIELD-ADHESION TEST RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE =_ B. DELEGATED-DESIGN SERVICES CERTIFICATION: IN ADDITION TO SHOP DRAWINGS, PRODUCT DATA, AND SPECIFICATIONS FOR THE DESIGN OF OLD-FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICAN 1. EDGE TREATMENT: AS INDICATED. - FROM TESTING OR NONCOMPLIANCE WITH OTHER INDICATED REQUIREMENTS WILL BE CONSIDERED - OTHER REQUIRED SUBMITTALS, SUBMIT DIGITALLY-SIGNED PDF ELECTRONIC FILE AND THREE PAPER IRON AND STEEL INSTITUTE. 2. FABRICATE TOPS IN ONE PIECE WITH SHOP APPLIED BACKSPLASHES OR LOOSE BACKSPLASHES FOR SATISFACTORY. REMOVE SEALANTS THAT FAIL TO ADHERE TO JOINT SUBSTRATES DURING TESTING OR COPIES FOR EACH PRODUCT AND SYSTEM SPECIFICALLY ASSIGNED TO CONTRACTOR TO BE DESIGNED B. STEEL FOR ALL 14 AND 16 GAGE STUDS AND JOISTS, AND FOR ALL DIAGONAL TENSION STRAPS FIELD APPLICATION. TO COMPLY WITH OTHER REQUIREMENTS. RETEST FAILED APPLICATIONS UNTIL TEST RESULTS PROVE _ _. __az__ _ _ OR CERTIFIED BY A DESIGN PROFESSIONAL. SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI. STEEL FOR ALL 18 AND 20 GAGE STUDS H. SHOP FINISHING: TRANSPARENT FINISH SEALANTS COMPLY WITH INDICATED REQUIREMENTS. C. INDICATE THAT PRODUCTS AND SYSTEMS COMPLY WITH PERFORMANCE AND DESIGN CRITERIA IN THE AND JOISTS, AND FOR ALL GAGES OF TRACK, ACCESSORIES AND BRIDGING SHALL HAVE A MINIMUM 1. GRADE: PREMIUM. 0. INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. CONTRACT DOCUMENTS. INCLUDE LIST OF CODES, LOADS, AND OTHER FACTORS USED IN YIELD STRENGTH OF 30,000 PSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO 2. AWI FINISH SYSTEM: CONVERSION VARNISH. 1. CONTROL AND EXPANSION JOINTS IN TILE FLOORING. _ WEATHER AND WHENEVER NOTED ON THE DRAWINGS. 3. STAINING: MATCH APPROVED SAMPLE FOR COLOR. 2. OTHER JOINTS AS INDICATED. - PERFORMING THESE SERVICES. C. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. 3. JOINT SEALANT: URETHANE. _ -_ ARC_HITE_CTURE 1.7 EXECUTION REQUIREMENTS UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS, 4. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF BEAM BEARINGS AND JOIST BEARINGS. = ENGINEERING A. CUTTING AND PATCHING: COMPLY WITH REQUIREMENTS FOR AND LIMITATIONS ON CUTTING AND D. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING COLORS. -- - _ PATCHING OF CONSTRUCTION ELEMENTS. P. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. ==_ P L A_ N NLNG 1. STRUCTURAL ELEMENTS: WHEN CUTTING AND PATCHING STRUCTURAL ELEMENTS, NOTIFY ARCHITECT MINIMUM REQUIREMENTS: DMSION 7 THERMAL AND MOISTURE PROTECTION 1. VERTICAL JOINTS ON EXPOSED SURFACES OF WALLS AND PARTITIONS. _ OF LOCATIONS AND DETAILS OF CUTTING AND AWAIT DIRECTIONS FROM THE ARCHITECT BEFORE 1. FOR NON-BEARING WALLS, PROVIDE BRIDGING AT MID-HEIGHT FOR WALLS LESS THAN OR EQUAL 2. PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS AND -r- _-L.NT E R I 0 R S 7.1 BUILDING INSULATION PROCEEDING. SHORE, BRACE, AND SUPPORT STRUCTURAL ELEMENT DURING CUTTING AND TO 10'-0" HIGH, AND 5'-O" O.C. MAXIMUM FOR WALLS GREATER THAN 1O'-0" HIGH. WINDOWS. _ -_ -- LA N D S CA P E PATCHING. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE E. STEEL STUD WALLS: STEEL STUD WALLS SHALL BE 18 GAGE 0 16" A. SOUND INSULATION: O.C. UNLESS NOTED 3 1/2" SOUND ATTENUATION INSULATION AT ALL INTERIOR WALLS AND AS NOTED 3. OTHER JOINTS AS INDICATED. a ON PLANS. 15895 SW 72ND AVE SUITE 200 THEIR LOAD-CARRYING CAPACITY OR INCREASE DEFLECTION OTHERWISE ON PLANS. TRACK ANCHOR BOLTS SHALL BE 1/2" DIAMETER PLACED NOT TO EXCEED B. R-19 BATT INSULATION INDICATED ON DRAWINGS INSTALLED IN METAL OR WOOD FRAMED WALLS 4, JOINT SEALANT: LATEX. ' 5. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF PORTLAND, OREGON 97224 2. OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED 4 -O O.C. UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL BE PLACED AT ALL JAMBS, SHALL BE INSULATED THE FULL DEPTH OF THE CAVITY, UP TO 6 INCHES IN DEPTH PER TABLE 13E TEL : 5 0 3 . 2 2 s . 1 2 8 5 COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS CORNERS, INTERSECTIONS AND WALL ENDS. ALL BOTTOM TRACKS SHALL HAVE A MiNIMUM OF 2 COLORS. INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR OF THE IBC. ANCHOR BOLTS. Q. MILDEW-RESISTANT INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. FAX : 5 0 3 . 2 2 6 . 1 6 7 0 C. FASTENERS SAFETY. F. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE STEEL FRAMING 1. JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS. w W W . C I D A I N C . C 0 M 3. OTHER CONSTRUCTION ELEMENTS: DO NOT CUT AND PATCH OTHER CONSTRUCTION ELEMENTS OR WORK. 1. ADHESIVELY ATTACHED, SPINDLE-TYPE ANCHORS: PLATE FORMED FROM PERFORATED GALVANIZED 2. TILE CONTROL AND EXPANSION JOINTS WHERE INDICATED. CARBON-STEEL SHEET, 0.030 INCH (0.762 MM) THICK BY 2 INCHES (50 MM) SQUARE, WELDED TO COMPONENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, THAT RESULTS PROJECTING COPPER-COATED STEEL SPINDLE 0.105 INCH (2.67 MM) IN 3. OTHER JOINTS AS INDICATED. IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR THAT RESULTS IN INCREASED 5.3 METAL FABRICATIONS DIAMETER AND OF LENGTH 4. JOINT SEALANT: SILICONE. MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. CAPABLE OF HOLDING INSULATION OF THICKNESS INDICATED SECURELY IN POSITION WITH 5. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF 4. ViSUAL ELEMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN A. DELEGATED DESIGN: FENCING 1-1/2-INCH- (38-MM-) SQUARE OR DIAMETER SELF-LOCKING WASHERS. COLORS. VISUAL EVIDENCE OF CUTTING AND PATCHING. DO NOT CUT AND PATCH EXPOSED CONSTRUCTION B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. D. ANCHOR ADHESIVE: PRODUCT WITH DEMONSTRATED CAPABILITY TO BOND INSULATION ANCHORS R. JOINT-SEALANT APPLICATION: INTERIOR ACOUSTICAL JOINTS IN VERTICAL SURFACES AND HORIZONTAL LIJI IN A MANNER THAT WOULD, IN ARCHITECT'S OPINION, REDUCE THE BUILDING'S AESTHETIC C. FERROUS METALS: SECURELY TO SUBSTRATES INDICATED WITHOUT DAMAGING INSULATION, FASTENERS, AND SUBSTRATES. NONTRAFFIC SURFACES. QUALITIES. REMOVE AND REPLACE CONSTRUCTION THAT HAS BEEN CUT AND PATCHED IN A 1. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M. E. INSULATION INSTALLATION, GENERAL: 1. ACOUSTICAL JOINTS WHERE INDICATED. "r/r/ VISUALLY UNSATISFACTORY MANNER. 2. STEEL TUBING: ASTM A 500, COLD-FORMED STEEL TUBING. 1. COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND 2. OTHER JOINTS AS INDICATED. D. FABRICATION: APPLICATION INDICATED. 3. JOINT SEALANT: ACOUSTICAL. B. EXISTING CONDITIONS: THE EXISTENCE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AND 1. SHOP ASSEMBLY: PREASSEMBLE ITEMS IN THE SHOP TO GREATEST EXTENT POSSIBLE. USE 2. INSTALL INSULATION THAT IS UNDAMAGED, DRY, AND UNSOILED AND THAT HAS NOT BEEN LEFT 4. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF CONSTRUCTION INDICATED AS EXISTING ARE NOT GUARANTEED. BEFORE BEGINNING SITEWORK, CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE OF JOINED PIECES. EXPOSED AT ANY TIME TO ICE, RAIN, AND SNOW. COLORS 0 INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND 2. CUT, DRILL, AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS AND EASE EDGES. 3. EXTEND INSULATION IN THICKNESS INDICATED TO ENVELOP ENTIRE AREA TO BE INSULATED. CUT ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH INSULATION. REMOVE PROJECTIONS 3. FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, FLUSH AND SMOOTH, USING CONCEALED THAT INTERFERE WITH PLACEMENT. C. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND INVERT ELEVATION AT POINTS OF CONNECTION OF FASTENERS OR WELDS WHERE POSSIBLE. LOCATE JOINTS WHERE LEAST CONSPICUOUS. SANITARY SEWER, STORM SEWER, AND WATER-SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, 4. ALL STEEL FABRICATIONS SHALL BE SHOP-PAINTED WITH PRIMER COMPATIBLE W/ INDICATED 7.2 SEALANTS Cr CS AND OTHER UTILITIES. FINISH. A. PRECONSTRUCTION TESTING E. CANOPY FINISH: 1. PRECONSTRUCTION COMPATIBILITY AND ADHESION TESTING: USE MANUFACTURER'S STANDARD TEST ill w 1. COMPLY WiTH NAAMM'S "METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL PRODUCTS" FOR METHOD TO DETERMINE WHETHER PRIMING AND OTHER JOiNT SPECIFIC JOINT PREPARATION a `t' D. BUILDING LINES AND LEVELS: LOCATE AND LAY OUT CONTROL LINES AND LEVELS FOR STRUCTURES, RECOMMENDATIONS FOR APPLYING AND DESIGNATING FINISHES. TECHNIQUES ARE REQUIRED TO OBTAIN RAPID, OPTIMUM ADHESION OF JOINT SEALANTS TO JOINT � N O BUILDING FOUNDATIONS, COLUMN GRIDS, AND FLOOR LEVELS, INCLUDING THOSE REQUIRED FOR 2. PAINT PERFORMANCE SPECIFICATION MMA 2605 SUBSTRATES. V, MECHANICAL AND ELECTRICAL WORK. TRANSFER SURVEY MARKINGS AND ELEVATIONS FOR USE WITH 2. PRECONSTRUCTION FIELD-ADHESION TESTING: BEFORE INSTALLING SEALANTS, FIELD TEST THEIR O (NI CONTROL LINES AND LEVELS. LEVEL FOUNDATIONS AND PIERS FROM TWO OR MORE LOCATIONS. 3. CARDINAL RED (DRS460009) - OR ARCHITECT APPROVED EQUIVALENT ADHESION TO PROJECT JOINT SUBSTRATES. TEST JOINT SEALANTS ACCORDING TO METHOD A, r`. F. FENCE FINISH: FIELD-APPLIED SEALANT JOINT HAND PULL TAB, IN APPENDIX X1 IN ASTM C 1193 OR METHOD A, W >i- W 0) E. TEMPORARY SUPPORT: PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. 1. COMPLY WITH NAAMM'S "METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL PRODUCTS" FOR TAIL PROCEDURE, IN ASTM C 1521. 0 ce RECOMMENDATIONS FOR APPLYING AND DESIGNATING FINISHES. 3. TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO ASTM C 1021 TO CONDUCT THE > Si F. PROTECTION: PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT TESTING INDICATED. 2. POWDER COAT - WHITE - ARCHITECT TO CHOOSE FROM MANUFACTURERS FULL RANGE. O � � (D DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT B. WARRANTY THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS. 1. SPECIAL INSTALLER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH INSTALLER AGREES CE .. G. ADJACENT OCCUPIED AREAS: AVOiD INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION TO REPAIR OR REPLACE JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER 1 Z 0 REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD (TWO YEARS FROM OF FREE PASSAGE TO ADJOINING AREAS. DATE OF SUBSTANTIAL COMPLETION). Z < C4 2. SPECIAL MANUFACTURER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH JOINT-SEALANT H. EXISTING UTILITY SERVICES AND MECHANICAL ELECTRICAL SYSTEMS: WHERE EXISTINGZ W CD I MANUFACTURER AGREES TO FURNISH JOINT SEALANTS TO REPAIR OR REPLACE THOSE THAT DO NOT _.... SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BYPASS SUCH COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN i.- 2 e-- i- SERVICES/SYSTEMS BEFORE CUTTING TO MINIMIZE INTERRUPTION TO OCCUPIED AREAS. SPECIFIED WARRANTY PERIOD (TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION). K) 141 I. CUTTING: CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND C. SILICONE JOINT EALANTS SIMILAR OPERATIONS, INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS 1. MILDEW-RESISTAANT NEUTRAL-CURING SILICONE JOINT SEALANT : ASTM C 920. ed r„` 3. TYPE GRADE: RETAINED OR ADJOINING CONSTRUCTION. IF POSSIBLE, REVIEW PROPOSED PROCEDURES WITH 3. [NONSAG: SINGLE COMPONENT (5). ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTEN RECOMMENDATIONS. 4. CLASS: 1100/50. {NS)]. f . 0 J. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR 5. USES RELATED TO EXPOSURE: NONTRAFFIC (NT). OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS D. ACOUSTICAL JOINT SEALANTS >11. INVISIBLE AS PRACTICABLE. PROVIDE MATERIALS AND COMPLY WITH INSTALLATION REQUIREMENTS 1. ACOUSTICAL JOINT SEALANT: MANUFACTURER'S STANDARD NONSAG, PAINTABLE, NONSTAINING LATEX SPECIFIED IN OTHER SECTIONS, WHERE APPLICABLE. SEALANT COMPLYING WITH ASTM C 834. PRODUCT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS AND OPENINGS IN BUILDING CONSTRUCTION AS K. CLEANING: CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. ENFORCE DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLIES ACCORDING TO ASTM E 90. REQUIREMENTS STRICTLY. DISPOSE OF MATERIALS LAWFULLY. E. JOINT SEALANT BACKING 1. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED-CELL MATERIAL WITH A SURFACE L. PROVIDE FiNAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT SKIN), TYPE 0 (OPEN-CELL MATERIAL), TYPE B (BICELLULAR MATERIAL WITH A SURFACE SKIN), OR DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. ANY OF THE PRECEDING TYPES, AS APPROVED IN WRITING BY JOINT-SEALANT MANUFACTURER FOR JOINT APPLICATION INDICATED, AND OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. 2. BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER. GENERAL NOTES SHEET F. MISCELLANEOUS MATERIALS 1. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND FIELD TESTS. Gel 2. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS. 3. MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND 160254 01 SURFACES ADJACENT TO JOINTS. 0 2016 OK P.c./cm AU.ROTS RESERVED DMSION 8 OPENINGS 8.4 GLAZING I. JOINT COMPOUND FOR CEMENTITIOUS BACKER UNITS: AS RECOMMENDED BY BACKER UNIT 3. TOPCOAT: INTERIOR/EXTERIOR LATEX. 11111MMIMil A. SUBMIT PRODUCT DATA: FOR EACH GLASS PRODUCT AND GLAZING MATERIAL INDICATED. MANUFACTURER. 8.1 FLUSH WOOD DOORS B. SUBMIT GLASS SAMPLES: FOR EACH TYPE OF GLASS PRODUCT OTHER THAN CLEAR MONOLITHIC J. STEEL DRILL SCREWS: ASTM C 1002, UNLESS OTHERWISE INDICATED. A. INTERIOR SOLID-CORE DOORS: VISION GLASS; 12 INCHES (300 MM) SQUARE. K. APPLYING AND FINISHING PANELS, GENERAL: FDA . 1. GRADE: CUSTOM (GRADE A FACES). C. SAFETY GLAZING LABELING: WHERE SAFETY GLAZING LABELING IS INDICATED, PERMANENTLY MARK 1. COMPLY WITH ASTM C 840. 2. SPECIES: SELECT WHiTE BIRCH. GLAZING WITH CERTIFICATION LABEL OF THE SGCC OR ANOTHER CERTIFICATION AGENCY ACCEPTABLE TO 3. CEMENTITIOUS BACKER UNITS: ANSI A108.1, AT LOCATIONS INDICATED TO RECEIVE TILE. ILoe- JEINFER BUTTE 3. CUT: PLAIN SLICED (FLAT SLICED). AUTHORITIES HAVING JURISDICTION. LABEL SHALL INDICATE MANUFACTURER'S NAME, TYPE OF GLASS, L. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW: • 9-xA-4-14)37'� 4. MATCH BETWEEN VENEER LEAVES: PLEASING MATCH. THICKNESS, AND SAFETY GLAZING STANDARD WITH WHICH GLASS COMPLIES. 1. LEVEL 1: CEILING PLENUM AREAS, CONCEALED AREAS, AND WHERE INDICATED. 5. ASSEMBLY OF VENEER LEAVES ON DOOR FACES: BALANCE MATCH. • D. INSULATING-GLASS CERTIFICATION PROGRAM: PERMANENTLY MARKED EITHER ON SPACERS OR ON AT 2. LEVEL 2: PANELS THAT ARE SUBSTRATE FOR TILE. , PORl1.AND OR 6. PAIR AND SET MATCH: PROVIDE FOR DOORS HUNG IN SAME OPENING OR SEPARATED ONLY BY LEAST ONE COMPONENT LITE OF UNITS WITH APPROPRIATE CERTIFICATION LABEL OF IGCC. 3. LEVEL 4: AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW, UNLESS OTHERWISE INDICATED. 5863 lir MULLIONS. E. FLOAT GLASS: ASTM C 1036, TYPE I, QUALITY-Q3, CLASS i (CLEAR) UNLESS OTHERWISE INDICATED. 1 jr] i s IJP 7. CORE: PARTICLEBOARD EXCEPT FOR DOORS INDICATED TO RECEIVE EXIT DEVICES. F. HEAT-TREATED FLOAT GLASS: ASTM C 1048; TYPE i; QUALITY-Q3; CLASS I (CLEAR) UNLESS 8. CONSTRUCTION: FIVE PLIES. STILES AND RAILS ARE BONDED TO CORE, THEN ENTIRE UNIT ABRASIVE OTHERWISE INDICATED. 9.4 TILING PLANED BEFORE VENEERING. G. TEMPERED GLASS: ASTM C 1048, KIND FT (FULLY TEMPERED), TYPE II, CLASS 1 (CLEAR), FORM 3; A. PROVIDE SAMPLES FOR EACH TYPE AND COMPOSITION OF TILE AND FOR EACH COLOR AND FINISH B. FABRICATION: QUALITY-Q6 UNLESS OTHERWISE INDICATED. REQUIRED. 1. FACTORY FIT DOORS TO SUIT FRAME-OPENING SIZES INDICATED. COMPLY WITH CLEARANCE H. INSULATING-GLASS UNITS: FACTORY-ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS B. ANSI CERAMIC TILE STANDARD: PROVIDE STANDARD GRADE TILE THAT COMPLIES WITH ANSI A137.1 REQUIREMENTS OF REFERENCED QUALITY STANDARD FOR FITTING UNLESS OTHERWISE INDICATED. SEPARATED BY A DEHYDRATED INTERSPACE, QUALIFIED ACCORDING TO ASTM E 2190, AND COMPLYING FOR TYPES, COMPOSITIONS, AND OTHER CHARACTERISTICS INDICATED. 2. COMPLY WITH REQUIREMENTS IN NFPA 80 FOR FIRE-RATED DOORS. WITH OTHER REQUIREMENTS SPECIFIED. C. PORTLAND CEMENT MORTAR (THICKSET) INSTALLATION MATERIALS: ANSI A108.02. 3. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED. I. DENSE COMPRESSION GASKETS: MOLDED OR EXTRUDED GASKETS OF PROFILE AND HARDNESS D. LATEX-PORTLAND CEMENT MORTAR (THIN SET): ANSI A118.4. REQUIRED TO MAINTAIN WATERTIGHT SEAL. 4. OPENINGS: CUT AND TRiM OPENINGS THROUGH DOORS IN FACTORY. J. SOFT COMPRESSION GASKETS: EXTRUDED OR MOLDED, CLOSED-CELL, INTEGRAL-SKINNED GASKETS E. TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND C. FACTORY FINISHING: COMPLYING WITH ASTM C 509, TYPE II, BLACK; OF PROFILE AND HARDNESS REQUIRED TO MAINTAIN CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY MANUFACTURER OF TILE-SETTING N N 1. GENERAL: COMPLY WITH REFERENCED QUALITY STANDARD FOR FACTORY FINISHING. COMPLETE MATERIALS FOR INSTALLATIONS INDICATED. TS 3 WATERTIGHT SEAL. N FABRICATION, INCLUDING FITTING DOORS FOR OPENINGS AND MACHINING FOR HARDWARE THAT IS NOT F. GROUT: BOSTIK DIAMOND GROUT OR APPROVED EQUAL- USE FOR WALL TILE AND CASEWORK TILE DMSION 10 SPECIALTIES ocNI K. GLAZING SEALANT: NEUTRAL-CURING SILICONE GLAZING SEALANT COMPLYING WITH ASTM C 920, ,.� SURFACE APPLIED, BEFORE FINISHING. FINISH FACES, ALL FOUR EDGES, EDGES OF CUTOUTS, AND G. GROUT SEALER: MANUFACTURER'S STANDARD SILICONE PRODUCT FOR SEALING GROUT JOINTS AND N TYPE 5, GRADE NS, CLASS 100/50, USE NT. CA MORTISES. STAINS AND FILLERS MAY BE OMITTED ON BOTTOM EDGES, EDGES OF CUTOUTS, ANDTHAT DOES NOT CHANGE COLOR OR APPEARANCE OF GROUT. MORTISES. L. BACK-BEDDING MASTIC GLAZING TAPES: PREFORMED, BUTYL-BASED, 100 PERCENT SOLIDS 10.1 TOILET ACCESSORIES ELASTOMERIC TAPE; NONSTAINING AND NONMIGRATING IN CONTACT WITH NONPOROUS SURFACES; WITH H. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION" FOR TCA INSTALLATION METHODS A. SUBMIT PROPOSED PRODUCT SCHEDULE: IDENTIFY PRODUCTS USING DESIGNATIONS INDICATED ON w 2. TRANSPARENT FINISH: GRADE: CUSTOM. OR WITHOUT SPACER ROD AS RECOMMENDED IN WRITING BY TAPE AND GLASS MANUFACTURERS FOR SPECIFIED IN TILE INSTALLATION SCHEDULES. COMPLY WITH PARTS OF THE ANSI A108 SERIES DRAWINGS. c 3. FINISH: AWI CONVERSION VARNISH OR CATALYZED POLYURETHANE SYSTEM. APPLICATION INDICATED AND COMPLYING WITH ASTM C 1281 AND AAMA 800. "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TiLE" THAT ARE REFERENCED IN TCA INSTALLATION B. TOILET TISSUE (ROLL) DISPENSER: Lu Lu 4. STAINING: AS SELECTED BY TENANT FROM MANUFACTURER'S FULL RANGE. M. EXPANDED CELLULAR GLAZING TAPES: CLOSED-CELL, PVC FOAM TAPES; FACTORY COATED WITH METHODS, SPECIFIED IN TILE INSTALLATION SCHEDULES, AND APPLY TO TYPES OF SETTING AND c ADHESIVE ON BOTH SURFACES; AND COMPLYING WITH AAMA 800. GROUTING MATERIALS USED. 1. DESCRIPTION: ROLL-IN-RESERVE DISPENSER WiTH HINGED FRONT SECURED WITH TUMBLER LOCKSET. D 2. MOUNTING: SURFACE MOUNTED. o 8.2 ALUMINUM FRAMED STOREFRONT SYSTEMS (SEE A5.1 FOR ENERGY PERFORMANCE REQUIREMENTS) N. LOW-E-COATED, CLEAR INSULATING GLASS. w m A. DELEGATED DESIGN: DESIGN ALUMINUM-FRAMED SYSTEMS, INCLUDING COMPREHENSIVE ENGINEERING 1. OVERALL UNIT THICKNESS: 1 INCH (25 MM). 9.5 ACOUSTICAL PANEL CEILINGS 3. OPERATION: NONCONTROL DELIVERY WITH THEFT-RESISTANT SPINDLE. = W ANALYSIS BY A QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE REQUIREMENTS AND DESIGN A. SURFACE-BURNING CHARACTERISTICS: ACOUSTICAL PANELS COMPLYING WITH ASTM E 1264 FOR 4. MATERIAL AND FINISH: STAINLESS STEEL, NO. 4 FINISH (SATIN. w C °" 2. THICKNESS OF EACH GLASS LITE: 6.0 MM. CLASS A MATERIALS, WHEN TESTED PER ASTM E 84. C. HAND DRYER: Q a z CRITERIA INDICATED. 3, INTERSPACE CONTENT: AIR. ° r B. SEISMIC STANDARD: COMPLY WITH CISCA'S "GUIDELINES FOR SEISMIC RESTRAINT OF DIRECT-HUNG 1. DESCRIPTION: AMERICAN STANDARD OR APPROVED EQUAL o 0 1. DEFLECTION NORMAL TO WALL PLANE: LIMITED TO 1/175 OF CLEAR SPAN FOR SPANS UP TO 13 4. LOW-E COATING: PYROLYTIC OR SPUTTERED ON SECOND OR THIRD SURFACE o z FEET 6 INCHES (4.1 M) AND TO 1/240 OF CLEAR SPAN PLUS 1/4 INCH (6.35 MM) FOR SPANS SUSPENDED CEILING ASSEMBLIES--SEISMIC ZONES 3 & 4" AND ASCE 7, "MINIMUM DESIGN LOADS 2. MOUNTING: SURFACE MOUNTED M m 5. PROVIDE SAFETY GLAZING LABELING WHERE TEMPERED GLASS INDICATED ON DRAWINGS. GREATER THAN 13 FEET 6 INCHES (4.1 M) OR AN AMOUNT THAT RESTRICTS EDGE DEFLECTION OF 0. INSTALLATION: FOR BUILDINGS AND OTHER STRUCTURES": SECTION 9, "EARTHQUAKE LOADS." 3. MATERIAL AND FINISH: STAINLESS STEEL, NO. 4 FINISH (SATIN). N N INDIVIDUAL GLAZING LITES TO 3/4 INCH (19 MM), WHICHEVER IS LESS. C. ACOUSTICAL PANEL STANDARD: COMPLY WITH ASTM E 1264. D. LIQUID-SOAP DISPENSER: - 1. COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, 2. DEFLECTION PARALLEL TO GLAZING PLANE: LIMITED TO AMOUNT NOT EXCEEDING THAT WHICH REDUCES AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING D. METAL SUSPENSION SYSTEM STANDARD: COMPLY WITH ASTM C 635. 1. DESCRIPTION: DESIGNED FOR DISPENSING SOAP IN LIQUID OR LOTION FORM. GLAZING BITE TO LESS THAN 75 PERCENT OF DESIGN DIMENSION AND THAT WHiCH REDUCES EDGE THOSE IN REFERENCED GLAZING PUBLICATIONS. E. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, 2. MOUNTING: AS INDICATED ON DRAWINGS. CLEARANCE BETWEEN FRAMING MEMBERS AND GLAZING OR OTHER FIXED COMPONENTS DIRECTLY BELOW 2. PROTECT EXTERIOR GLASS FROM DAMAGE IMMEDIATELY AFTER INSTALLATION BY ATTACHING CROSSED "DIRECT HUNG," UNLESS OTHERWISE INDICATED. COMPLY WITH SEISMIC DESIGN REQUIREMENTS. 3. LOCKSET: TUMBLER TYPE. THEM TO LESS THAN 1/8 INCH (3.2 MM) AND CLEARANCE BETWEEN MEMBERS AND OPERABLE UNITS STREAMERS TO FRAMING HELD AWAY FROM GLASS. DO NOT APPLY MARKERS TO GLASS SURFACE. F. WIRE HANGERS, BRACES, AND TIES: ZINC-COATED CARBON-STEEL WIRE; ASTM A 641/A 641M, 4. REFILL INDICATOR: WINDOW TYPE. DIRECTLY BELOW THEM TO LESS THAN 1/16 INCH (1.5 MM). REMOVE NONPERMANENT LABELS AND CLEAN SURFACES. CLASS 1 ZINC COATING, SOFT TEMPER. E. GRAB BAR: B. PROVIDE ALUMINUM-FRAMED SYSTEMS TESTED ACCORDING TO ASTM E 330. 3. PROTECT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION G. METAL EDGE MOLDINGS AND TRIM: TYPE AND PROFILE INDICATED OR, IF NOT INDICATED, 1. MOUNTING: FLANGES WITH CONCEALED FASTENERS. C. AIR INFILTRATION: PROVIDE ALUMINUM-FRAMED SYSTEMS WITH MAXIMUM AIR LEAKAGE THROUGH FIXED OPERATIONS. IF, DESPITE SUCH PROTECTION, CONTAMINATING SUBSTANCES DO COME INTO CONTACT MANUFACTURER'S STANDARD MOLDINGS FOR EDGES AND PENETRATIONS THAT COMPLY WITH SEISMIC 2. MATERIAL: STAINLESS STEEL, 0.05 INCH (1.3 MM) THiCK. GLAZING AND FRAMING AREAS OF 0.06 CFM/SQ. FT. (0.03 L/S PER SQ. M) OF FIXED WALL AREA WITH GLASS, REMOVE SUBSTANCES IMMEDIATELY AS RECOMMENDED IN WRITING BY GLASS DESIGN REQUIREMENTS; FORMED FROM SHEET METAL OF SAME MATERIAL, FINISH, AND COLOR AS 3. FINISH: SMOOTH, NO. 4, SATIN FINISH. WHEN TESTED ACCORDING TO ASTM E 283 AT A MINIMUM STATIC-AIR-PRESSURE DIFFERENCE OF 1.57 MANUFACTURER. THAT USED FOR EXPOSED FLANGES OF SUSPENSION SYSTEM RUNNERS. 4. OUTSIDE DIAMETER: 1-1/4 INCHES (32 MM). LBF/SQ. FT. (75 PA). 4. EXAMINE GLASS SURFACES ADJACENT TO OR BELOW EXTERIOR CONCRETE AND OTHER MASONRY H. LAY-IN PANELS FOR COMMERCIAL KITCHEN CEILING: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, SURFACES AT FREQUENT INTERVALS DURING CONSTRUCTION, BUT NOT LESS THAN ONCE A MONTH, FOR PROVIDE PRODUCTS FROM ONE OF THE FOLLOWING: 5. CONFIGURATION AND LENGTH: AS INDICATED ON DRAWINGS. D. WATER PENETRATION UNDER STATIC PRESSURE: PROVIDE ALUMINUM-FRAMED SYSTEMS THAT DO NOT F. SEAT-COVER DISPENSER: EVIDENCE WATER PENETRATION THROUGH FIXED GLAZING AND FRAMING AREAS WHEN TESTED BUILDUP OF DIRT, SCUM, ALKALINE DEPOSITS, OR STAINS; REMOVE AS RECOMMENDED IN WRITING BY 1. ARMSTRONG WORLD INDUSTRIES, INC.- KITCHEN ZONE ACCORDING TO ASTM E 331 AT A MINIMUM STATIC-AIR-PRESSURE DIFFERENCE OF 20 PERCENT OF GLASS MANUFACTURER. 2. OR APPROVED EQUIVALENT. 1. MOUNTING: SURFACE MOUNTED. POSITIVE WiND-LOAD DESIGN PRESSURE, BUT NOT LESS THAN 6.24 LBF/SQ. FT. (300 PA). 5. REMOVE AND REPLACE GLASS THAT IS BROKEN, CHIPPED, CRACKED, OR ABRADED OR THAT iS I. TYPE AND FORM: TYPE IX, MINERAL BASE WITH SCRUBBABLE PIGMENT. 2. EXPOSED MATERIAL AND FiNISH: STAINLESS STEEL, NO. 4 FINISH (SATIN). - 1-1_ Ill: _ E. SHOP DRAWINGS: FOR ALUMINUM-FRAMED SYSTEMS. INCLUDE PLANS, ELEVATIONS, SECTIONS, DAMAGED FROM NATURAL CAUSES, ACCIDENTS, AND VANDALISM, DURING CONSTRUCTION PERIOD. 1. COLOR: WHITE 3. LOCKSET: TUMBLER TYPE. DETAILS, AND ATTACHMENTS TO OTHER WORK. 2. EDGE/JOINT DETAIL: SQUARE . G. MIRROR UNIT: ' _ F. DELEGATED-DESIGN SUBMITTAL: FOR ALUMINUM-FRAMED SYSTEMS INDICATED TO COMPLY WITH 3. THICKNESS: 15 16 INCH. 1. PROVIDED BY OWNER PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED DMSION 9 FINISHES / H. UNDER LAVATORY GUARD: = - BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 4. MODULAR SIZE: AS INDICATED ON DRAWINGS. 1. DESCRIPTION: INSULATING PIPE COVERING FOR SUPPLY AND DRAIN PIPING ASSEMBLIES, THAT _ G. ACCESSIBLE ENTRANCES: COMPLY WITH APPLICABLE PROVISIONS iN THE U.S. ARCHITECTURAL & 9.1 NON-STRUCTURAL METAL FRAMING J. DOUBLE-WEB, FIRE-RATED WHERE INDICATED, STEEL SUSPENSION SYSTEM: MAIN AND CROSS PREVENT DIRECT CONTACT WITH AND BURNS FROM PIPING, AND ALLOW SERVICE ACCESS WITHOUT TRANSPORTATION BARRIERS COMPLIANCE BOARD'S ADA-ABA ACCESSIBILITY GUIDELINES AND A. FRAMING MEMBERS, RUNNERS ROLL FORMED FROM COLD-ROLLED STEEL SHEET, PREPAINTED, ELECTROLYTICALLY ZINC = GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. REMOVING COVERINGS. 10 _=_ARCHITECTURE ICC/ANSI A117.1. B. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL, UNLESS COATED, OR HOT-DIP GALVANIZED ACCORDING TO ASTM A 653/A 653M, NOT LESS THAN G30 {Z90) 2. MATERIAL AND FINISH: ANTIMICROBIAL, MOLDED-PLASTIC, WHiTE. '--- H. H. AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK OTHERWISE INDICATED. COATING DESIGNATION, WITH PREFINISHED 15/16-INCH- (24-MM-) WIDE METAL CAPS ON FLANGES. J. INSTALL ACCESSORIES ACCORDING TO MANUFACTURERS' WRITTEN INSTRUCTIONS, USING FASTENERS F _ i ENGINEERING 1. STRUCTURAL CLASSIFICATION: HEAVY-DUTY SYSTEM. I - =_�p LA N N [N G INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: C. PROTECTIVE COATING: MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC COATING, UNLESS APPROPRIATE TO SUBSTRATE INDICATED AND RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS 1. CARDINAL COMMERCIAL PRODUCTS OTHERWISE INDICATED. 2. CAP FINISH: PAINTED IN COLOR AS SELECTED FROM MANUFACTURER'S FULL RANGE. LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED. -- _ r ei) , I , I I s'6 I I I I I I I I I I LEGEND '°WU U. CINEMA PERIMETER WALL/FTG • I I I I I i FEC FIRE EXTINGUISHER (CABINET) ] _ MNa E 1 1 1 • J` (L� .. , EGRESS PATH OF TRAVEL O1 52 ` 080 1 oc I 1 I I I I � E I] r L f. n ILLUMINATED EXIT SIGN (E) ALLEY I-1 /NI I I 100, 1 1 / 36" MINIMUM EGRESS PATH LL . ___ , I I r.. _ _ _ — - - - - - - - - -- - - - - — + - - — — - -1_1-1 _I - - - - t LI - - — — - - - - _ _ _ — - - - - - - - - STORAGE E PFF10E ) i- 0 4 Alk . k (E) 2 HR RATED WALL _ I . . .,. I. (E) 1 HR RATED WALL oN N l I I I . I E O N I I I N. MEM IIIIIIIIIIIIIIIILO - - - - t - - — _ — _ - - - - - - -- - - - - - - - - - - - - - - - -E ., B HALL i 1 5 J / • is 110 1 1 PRIVATE DINING _ J - / • I Iid I I I I .I•.-=f .E1� 109 I I J _ tom! ■ < cO 7 . 1 m:mi T.R. I' I i U ~ (7 ct I ® ! [Ou i i I i__1 LL T.R. v w PREP ■ 1°� i W cc PREP KITCHEN a a z o I I 108 „, .. ��r0 r tel' , E p � � V (E) RESTAURANT ' I L , , �_- p 0 _, , n WINE HALL T.R. LI - CO ra I I c 105 In STORAG', ■, / ,■ � �?,'3.. �, 105 -1-111 En �, I II 103 / (ja�” I I I _ I I 5-2_, B4 _ _l. . ....--- 1, , iii / ill 4 I .__.._.. . _ _ _ _ _ ____, I Vis ,... - - - lill- ]� 74- i s x ;;°1, ;; . : 1 Will / �' I ice` a 1 A- 31 _ TRAVEL DISTANCE = 110-_s• / .� KITCHEN / \ `! 7I I l� i i_ ' -r ~{/ ' 104 — :;/ C ,i ♦ � ♦ ♦ ♦ ♦ ♦ � I !' _ mim 'I L � .......iui YYYIYYYY ..II0 i Jl [_T- 11 I I I I - -i IC c i / E 1 \, �I ' , ' ♦ ' , i I u `sem 1 i �/ BAR �' / \ / \ / \ 102-A ■i I ♦ , ♦ , . ' . ' �/ /f I0 OUTDOOR v ■ �, DINING I I I L --- — – 115 hd 1y/ II 11 ' ♦I S . ♦ INING ril 11 11:1 i� Irl L il -I) i1 1 ■ ♦ , 102 \ — E I. II _ - _. ---..- . , ,, j 3./. /.://, 1 ii imminnimi v,„, _/ J ' r_. - E 1=1 >_] I / I RETAIL SHOP / I H 57-16 1/2• M '' ' fl JI I E /�� I I 101 ' _ pISSA?ICE BETWEEN 15016 .I 1 t /f / 1p PER 1015.2.1) {40'-5' RECIU fl gill 61 - - - - - - - - - y - - - - - - - - - - — E - - - - T III — — — H — I —- — — — — .�.� — — — — _ _ '{P."-' � �� p Lii Q ARCHITECTURE [ I 1_,,,A,:, Ay 1 � 11.-11W-1 /" I ®I ENGINEERING t T R DINING N AEI I I / I L J J L PLANNING I I I L OU fl 0 N G i I I,■,I I J I IU I I I i 'x,"�`�I -li L- J i I EGRESS GATE -- NO LATCH INTERIORS - - J -26c � c - - LANDSCAPE 1 2 3 7 0 15895 SW 72ND AVE SUITE 200 I i 1 EGRESS GATE -- NO LATCH PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 5 . 1 6 7 0 4 5 fi W W W . C I D A I N C . C O M W NORTH 0 FIRE, LIFER SAFETY & SITE PLAN CO LS 1/8" = 1'—o'' 0 GENERAL NOTES I OSSC 1004 OCCUPANT LOAD TABLE BUILDING CODE SUMMARY (OSSC 2014) GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE DQT SIGNS (PSSC 1011), SEE STRUCTURAL CALCULATIONS AND DRAWINGS FOR ADDITIONAL CODE REQUIREMENTS CC 6 ROi NAME OCCUPANCY TYPE FACTOR AREA LOAD ILLUMINATION (OSSC 1011.3): iiicE OCCUPANCY TYPE: ASSEMBLY A-2 EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED SEE SPECIFICATIONS - GENERAL NOTES G1 & G2 FOR ADDITIONAL INFORMATION 101 RETAIL SHOP BUSINESS 60 230 4 SPRINKLERED VS. NON-SPRINKLERED: SPRINKLERED tai H �.,_ -4- .. 102 DINING ASSEMBLY 15 T 1566 104 CONSTRUCTION TYPE: II-B SPS ISI ONE EXIT CABLE 1015.11• ELECTRICAL, MECHANICAL & FIRE PROTECTION BY SEPARATE PERMIT 0 N 102-A BAR ASSEMBLY 15 560 38 OCCUPANCY A MAXIMUM OCCUPANT LOAD: 490 103 WINE STORAGE STORAGE 300 80 0 FIRE RESISTANCE RATING REQUIREMENT FOR REFER TO FIRE PROTECTION, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR COMPLIANCE WITH fH O EXTERIOR WALLS WITH SEPARATION DISTANCE ACCESS TRAVEL DISTANCE (OSSC 1018 APPLICABLE CODES W W 104 KITCHEN COM. KITCHEN 200 370 2 J �+ OF 5 FT OR LESS (OSSC TABLE 602): 1 HR (TABLE 1016.2) 105 HALL -- -- 83 - SPRINKLERED BUILDING, A OCCUPANCY: 250'-O" FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IFC. COORDINATE FINAL LOCATION W 0 0 106 M TOILET ROOM -- -- 52 - ALLOWABLE BUILDING HEIGHT (OSSC TABLE 503): 40 FT WITH FIRE MARSHALL. O Q 0 107 F TOILET ROOM -- -- 49 _ - ALLOWABLE STORIES (OSSC TABLE 503): 2 NUMBER OF EXITS AND EXIT CONFIGURATION (QSC 1021) p� 108 PREP KITCHEN COM. KITCHEN 200 609 3 ALLOWABLE BUILDING AREA (OSSC TABLE 503): 9,500 SF/STORY TOTAL OCCUPANTS: 205 OCCUPANTS GLASS USED 1N DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL EDGE OF A c CO 109 PRIVATE DINING ASSEMBLY 15 475 32 REQUIRED EXITS: 5 DOOR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED I 110 HALL -- -- 73 - ACTUAL BUILDING HEIGHT: 27'-10" MAXIMUM EXIT TRAVEL DISTANCE: 250 FT OR OF AN APPROVED SAFETY GLAZING MATERIAL PER SECTION 2406, IBC. CD ACTUAL STORIES: 1 I- 471:1 111 UNISEX TOILET ROOM -- -- 56 - LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & z ACTUAL BUILDING AREA: 7,744 SF TOTAL PROVIDED EXITS: 5 Q 112 STORAGE STORAGE 300 80 0 4,789 SF TENANT SPACE MAXIMUM EXIT TRAVEL DISTANCE: 110'-6" 1205 OF THE IBC. Z Ur 113 OFFICE BUSINESS 100 34 0 W 116 TOILET ROOM -- -- 56 - PORTABLE FIRE EXTINGUISHERS (OSSC 906): ACCESSIBILITY (OSSC CHAPTER 11 AND ASL CHAPTER 5): ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS IN SECTION I- 2 +r-"' I—. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN OCCUPANCIES AND LOCATIONS A5 REQUIRED SEE FLOOR PLANS FOR REQUIRED CLEARANCES AT DOORS, TOILET ROOMS EXISTING AND FIXTURES. 719, IBC FOR SMOKE DENSITY AND FLAME SPREAD. M ( ) TOTAL FOR OCCUPANT LOAD 4317 184 BY THE OREGON FIRE CODE AND THE FIRE MARSHALL M ALL SIGNAGE GRAPHICS, LOCATION AND MOUNTING TO COMPLY WITH OSSC CHAPTER 11. PROVIDE SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" PER SECTION FIREALARM AND (OSSC 907)z1008.1.8.3, IBC ON ALL LOCKING ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. oti r` FIRE ALARM NOT REQUIRED BASED ON OCCUPANT LOAD & USE (907.2.2) PLUMING SYSTEMS (TABLE 2902.1 , PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 1011 OF THE IBC. OCCUPMICY LOAD (OSSC 1004); A-2 OCCUPANCY (RESTAURANT) APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES. co / SEE OCCUPANT LOAD TABLE ON THIS SHEET SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT >mi / 1 BASED ON OCCUPANCY TABLE = 184 OCCUPANTS OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. SINS OF EGRESS ILLUMINATION (OSSC 1006): ILLUMINATION LEVEL (OSSC 1006.2): CONTRACTOR SHALL COORDINATE ANY NECESSARY TESTING AND INSPECTIONS. MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL FIXTURES REQUIRED ILLUMINATION EMERGENCY POWER (OSSC 1006.3): WATER CLOSETS: 1 PER 75 = 2.5 ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MINIMUM AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER LAVATORIES: 1 PER 200 = .92 ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY CODES - CORRIDORS AND EXIT PASSAGEWAYS - INTERIOR EXIT DISCHARGE ELEMENTS - EXTERIOR LANDINGS 1 fREDFIXJURESV CODE SUMMARY & EMERGENCY POWER FOR ILLUMINATION (OSSC 1006.3): FIRE, LIFE, SAFETY INITIAL ILLUMINATION: PLAN 1 FOOT-CANDLE AVERAGE W/ 0.1 FOOT-CANDLE MINIMUM AT ANY POINT AT FLOOR VIDED FIURES FLS1 END OF EMERGENCY LIGHTING PERIOD:0.6 FOOT-CANDLE AVERAGE W/ 0.06 FOOT-CANDLE MINIMUM AT ANY POINT ATWOMEN'SFLOOR LEVELMEN'S 2 MEN'S ' 160254.01 0 2016 an*. P.c./CoA ALL RIGHTS RESERVED GENERAL NOTES el) 4 44 CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR ER N. fklkA IMPLIED ON DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTIFY A/E OF ANY 1 ( j ' DISCREPANCIES. l� II • ' I, OR 1 3 1.7A oF KEYNOTES S i t" 7 O REMOVE EXISTING LIGHT POLE --- RETURN TO OWNER . ' ,/,/ / O NEW FENCE - SEE 9 & 10/A0.1 EXISTING0 NEW EXIT GATE - SEE 12/A0.1 RECE ¢ ' TENANT (REGAL CINEMAS) MAR �1] O NEW CANOPY - SEE A7.1 � r� CITY OFTIGAUD Q Il © EXISTING GATE TO REMAIN BUILDING DIVISION o N C 6) EXISTING TREES TO REMAIN EXISTING 5 ` a w TENANT r (SINJU 5USH1) O EXISTING FENCE TO REMAIN 1 C 8> PREFABRICATED FIRE PITS - SEE 8/A0.1 li; 1.-----)/ l z :co_ `o \ 8 z � w TENANT SPACE I0 /di,Z' �' °\'' ,_ 4.789 SF 1 4'-4" t o Q o 1>\9 o ,„ w o m U r -T7+ \ STAINLESS STEEL FIRE TRAY IL N-\ -,,{{ 6'-6" / �, r CJ r0 / r, S�^ NEW OUTpODR l SEATING �' 505 SFLi)f' O '� c8)._______ , ., � 4 -3/1/2 "' 2 -0 lif O i_ ir1 / � c"Alli � N � 2 CONCRETE �• L L_. ..., _1 _ i --- \\\\\ EXISTING OUTDOOR SEATING o L_ - - - - -J L -J L - - - -- - - J - - - - - - - -6' S'-0" 5'-Q" 5'-Q" o (SINJU SUSHI) l'3)(:) , NEW OUTDOOR SEATING -� 5 N ,_„ 448 SF 0 y4'-6"/5'-0"/5'-0" 5'-0",k5'-0"4,5.-0"5v)5'-0"° �5'-0" 5'-Q" -„, ZO �, y. "t---1-----,--- �_ O F - / \ :--\ ..�--L / / 1 4 FINAL LOCATION OF FIRE PIT TO61 BE APPROVED BY TENANT ARCHITECTURE 0 0 ENGINEERING U PLANNING INTERIORS LANDSCAPE BRIDGEPORT VILLAGE INTERNAL ROADWAY ELOEGA CE - TRANQ TRANQUIL CEMENT CONCRETE 15895 SW 72ND AVE SUITE 200 PORTLAND. OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 8 . 1 6 7 0 W W W . C I D A I N C . C O M \ \ WOOD FACING - TEAK PO _ �InW I _ \ - 0 Q 0 4 1 SITE PLAN \ 3'-4" ', 0 ' O. 1" -10' I 8 FIRE PIT 0. 1" _ 1 -0 CC 0 W ' o ce N L. p N W >1 ra- N I— wa) W Q 0 SEE SITE PLAN 3'-6'' > 0 O / / ILLUMINATED POST CAP / / ILLUMINATED POST CAP o ILLUMINATED POST CAP [r CO CE PRE-FINISHED METAL PICKET � CO PRE-FINISHED METAL PICKET / 3' 2" / PRE-FINISHED 4X4 METAL PRE-FINISHED 4X4 METAL SELF- CLOSING SPRING HINGE ZCt POST Q )--� POST i I _ — - — -- — — I I N- ---• — — — II I Z Ili �' W 2 �_ �_ 4X4 METAL POST , F— re) \ - `s. CNI PRE-FINISHED METAL TOP PRE-FINISHED METAL TOP / M AND BOTTOM RAIL AND BOTTOM RAIL / / 406 N /3„/; 4„ // 1 , 4„ 4" 2' / // / / / / o CO 0 1 1 )1. I rr7 cA r-) CP `� cN, EPDXY GROUT AND FILL NEPDXY GROUT AND FILL / EPDXY GROUT AND FILL \ EXISTING CONCRETE PATIO 1 EXISTING PATIO CONCRETE EXISTING CONCRETE PATIO co i DO CO - \ _ —J — — — --- i —.. J \ \ \ r `� H i 1 \ \ I` i i i i i i i y \ \ \ H H ill II II II II H II H II II 1 Ik I : II II II ii 11 II II II I : 1 : u u u u u u u u Li LI SITE PLAN & DETAILS A0.1 9 PATIO FENCE risi PATIO FENCE 12 PATIO GATE 160254.01 ' O. 1" = i'-o" Q. 1" = 1.-0" ` O. 1" = 1.--0" ©20€6 CID& P.C./CIA ALL FIGHTS RESERVED evil , lo SER IL IIEAT1%..a...... I e GENERAL NOTES Aid 6.111 . . 0 . 1, oR I I 663 CINEMA PERIMETER WALL/FTG CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS AND `� �� 1 I I I I DIMENSIONS AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY vi. I I I I I DISCREPANCIES PRIOR TO START OF WORK. : eGa-+1�0a I I I I I I I I EXISTING/DEMO PLAN LEGEND 1 T I T I A II I I EXISTING WALL TO REMAIN r1 ' 1/ 1-\\71 _o r — — — — — — — — _ �� _ — _ _ - -F--= — —I--k- —; I I I 1\\ Fff �' n n L I i EXISTING WALL TO REMAIN 04 CN,i in N I L ' 1 I EN I 1 ' I ',I;I ~T _i 1-1-1 a 1 I 1 L J I I I EXISTING CONSTRUCTION TO BE DEMOLISHED I - I I I W r` 7 �l_ _ _ _ _ _ I _ _ 0 _ _ _ _ _ _ _ _ _ _l---- 1 _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - B i i EXISTING PLUMBING FIXTURES TO BE DEMOLISHED Q cD CL ° I „ I 0CC 0} lti-J LTJ L� I i I I �� I I f�I /� I I U ~ O L I l I I 1 Z 11 . i1 DEMO NOTES W CC I I I I/ [ 1 0 I�� r = Q' --J - I I I- ¢ z 0 I I I i �y� r i u \ I I REMOVE UNUSED KITCHEN EQUIPMENT O 0 o 0 I . 1 I �I _ i i 1I h -I li 17 I W m 0 r T� k= I 1I —_ 4 REMOVE EXISTING SINKS AND LAVATORIES AS INDICATED. CAP PIPES AND DRAINS. I w - (N ro �� I € I i iii/�- i 1 �u1�� I !i i r--`J \ r 1 I REMOVE EXISTING LIGHTING, DUCTWORK AND PIPING IN DEMOLISHED CEILING AREAS AS © © II YI_ I I �-J .�1L__3 I1 0 t NECESSARY. CAP SYSTEMS AS REQUIRED FOR NEW. MECHANICAL & ELECTRICAL DESIGN 1----n J- 11- Iii i `-- IS DEFERRED. _ _ 7 11 1 1 JLJ I 1 _ r—=== L �--L-- IL 1_1 11 I IJ _I I I �� I II I 'r I II ,� I I VERIFY W/ PROPERTY OWNER PRIOR TO DISPOSAL OF DOORS AND REMOVED FIXTURES. ---) If I I^--1 I k I I I L_J LJ I I O I r 5) I 11 f / I �rT� }k I I • I I I n — h I - - - 11 fZ I _ -=E T 1111 ='_==�i O KEYNOTES o I I i I I I i I to 1 1 �,�I 1 iii--- II �© r 0 r 1 i i REMOVE EXISTING DOORS AND STOREFRONT L--- 1 © ® I I i I I I 1 O OO`� __ © --JI1 i i i i i i If [i'l 0 REMOVE EXISTING CANOPIES I I I , I LI L _ I L i I I I � I� � I I I I _ _3 I []_ , © DEMO EXISTING CASEWORK - PATCH & PREP FOR NEW CONSTRUCTION OF CT j I I 1 I © l CASEWORK il I LrL� r rr--r — —nr--r-- 1 Fl— --�� 1 I I �, 1 L__i____J I I I III I M 1111 I 1 1111 I I I }1 I ___ 0 I I tJ L -�0 �'� I I I 1 1 1 1 i 1 11 1 I I 1 11 I I III O I DEMO EXISTING DROPPED CEILING & LIGHT FIXTURES =k, -� I I I I1 I I 111 I 1 1 I L I I I I I y3 -__ , 0 61 11ii I I U I 11 1 I E 11 1 1 I 1 11 1 I I 1 11 _ �� I ii © 1 O . �_ O 1 0 REMOVE ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS ARCHITECTURE I I I I I I LL 1 �, I © I III I G �_�___ ---` �' -\ r ---i L I-= I1 -J I] L - __ 1 _ n I ( 6 ) N IN RIN i " ` . - - - - - - - - IL - - - - - - - - I - - REMOVE EXISTING RAILING n . - - -- - - I - - PLANNING mr. e �; Ijir=-' 1 tl1 Ji i I j i I II /J�\ II U INTERIORS I 1 IIMM. I I I I� II ! L �` I L____ _ ____J J I Ilam \' yl I gi REMOVE EXISTING PLANTERS LANDSCAPE I 4L 1 I I I I1 IL I O ( 8) 15895 SW 72ND AVE SUITE 200 01 1 REMOVE EXISTING LAMP POST -- RETURN TO LANDLORD PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 1 2 ® = 0 0 O 7 O O8 ( 9 ) DEMO EXISTING HARD LID CEILING AND SOFFIT F A X : 5 0 3 . 2 2 6 . 1 6 7 0 I a F WWW . C I D A I N C . C 0 M 0 I I I (10) DEMO EXISTING WOOD SLAT CEILING AND LIGHT FIXTURES 4 5 O m NOT USED ® DEMO EXISTING GYP. BOARD CEILING IN SPACE lill CO 41) REMOVE EXISTING HOOD - PATCH ROOF LIKE CONSTRUCTION D o NORTH 4 1 DEMOLITION FLOOR PLAN I 1.9 1/8".l _o, re 0 W CC o C\1 �' 0 CV W >m CL N W C) W 0 co O - 0 FE IXm Z w Q a Q Q z W C' W I— r M M Ogg N CO >ma DEMO PLAN A1.0 160254.01 © 2016 CI0k P.C./CIDA ALL RIGHTS RESER4ED 4.4:92D 1 4 0 KATIE1 CINEMA PERIMETER WALL/FTG GENERAL NOTES ' 71111FIER H. KATIE-- ` ,. 1 • 3 I 1 I I I I I I ALL DIMENSIONS ARE TO CENTERLINE OF NEW WALL U.N.O. 71. ,• /� /`& /° I I I DOORS INDICATED WITHOUT DOOR NUMBERS ARE EXISTING, TO REMAIN. ] r--� 4 l �a �` I I i ELECTRICAL SUBCONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS & ' I REQUIREMENTS WITH TENANT. ` I il no 13 e VERIFY ALL BUILDING SHELL CONDITIONS. NOTIFY ARCHITECT OF ANY CONFLICTS OR 1 ; ; I I ADVERSE CONDITIONS. , - 114 �Ig 1111611111r16. '� SEE KITCHEN SHEETS FOR EQUIPMENT INFORMATION MI i I - � - - - - - - - 0eee°u -O FICEciir 1 -. _ I _ _ _ _ - - - - i - - - - - - - - - 0 n r - - © �- STORAGE ALIGN 1,,,, ' I FURNITURE PROVIDED BY OTHERS o W m N N �1 o N ` L — 4 �> o I I 00 LEGEND �' N E 1 6—A� � / -- o I B �-• III .--. T •N —h illki 12 HALL I i 1 7 D r.-1-1.-M1 �� 1 -0 � I- h 101 ROOM NUMBER °C 11 - FN 1- -; PRIVATE DINING 1r � _ ® ©� ' 101-A DOOR NUMBERfir iii9 T a F- ND :• I _ 0111111 c!) Lc) ` f 4 �' �* R-101A RECITE NUMBER us m 1..._ I I I T.R. r, I I IIlar T I - Ilk.-1: L..i I 1 �� 1 t t Q 'ALIGN N 1� FOG FACE OF GLASS W z (E)111 A 1 ®- - PREP E' 1a 1 FOF FACE OF FINISH Li Z o - -- ��_ KITCHENii. N o 0 co " I I I `� 1 ! I I r' f` ii -A I EXISTING EXTERIOR WALL ow z a l I ! I I raj4:1 1013 == s �• iI c Ue 4 I B iii■■MI _ O EXISTING TENANT a I �' © O I II •� w T.R. 1 I �_ EXISTING INTERIOR PARTITION u - (NJ rD �;�,- WINE `� .I I HALL ' tas NO WORK / 5,_0„ i 7 As.36 ® i - STORAGEI I ' 105 (E)10• -A I I Cs,c 3NEW INTERIOR PARTITION i � � - � � .� � * 1031 I _ 1 6.4 / I A6.4 1 1 :I.. (E) 68- r .. - - -� : - - 1 9'-1 „ I -- -1 I I 1 A z ---. I r -4 A WALL TYPE TAG I L_I _io II I I I I I I Iiir- 11 <.i I �� .�I!I� iI J ... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I _ - - - I I rr — A3.1 — a — - - ��.. - - - - - _l--„tv.„.....„.., ill i O_i- i rr-,-1 r� I 0 ___il )j t_iiLi -.1 0 MI 1 I I I .: © Ip ; © 0 I 0 i m mKIT1C0H4EN I ' I ! I Ak OI - OMEN � KEYNOTESL _ Mitimmign_ ii■■■ 1+-111 I I_ m1 ■■rs■r■r 11`10 I '�----�— r _ I C., i I i, f, II ! (j Ci O EXISTING PIZZA OVEN TO REMAIN �� --d- - �r DINING 111) \ 102- •I 102 OUTDOOR ao EXISTING WALK IN REFRIGERATOR TO REMIAN 1 41) I- _ ® A6.3C DININGI 4) frw1 �. ipi � I I I r — - ■I ... ... r. ` ELI n ® N A 1 4'-9 - �I © EXISTING MOP SINK Sc HOT WATER HEATER ABOVE TO REMAIN el . . W 3 I - - t,r 1 II ii E. — —J A6 3D I I I '� NEW SINK AND CASEWORK LI 1 I I I RETAIL SHOP - C I 070 I>- I ® O ♦ r 'f' IT 7 1CE3)-/ pl l a 1 T p I "--I 1---° Er 102-A - - - 1 ` r D0 D -1 I I 1 1 1> - - - - -- - _ - Gni - - -- - - -- _ - _-- - - _ lib 411 BENCH SEATING ARCHITECTURE _ri I 1 - - - I - - - �.� - "ITT, - - N ■� m� I �� - - - - -- 0IN r I m - Q ■ 4111 [] � _ o f ENGINEERING \ I . ! =�I ! - (6) RECEPTION/P.O.S. COUNTER - SEE 5/A6.2 PLANNING ..____A.__ lir t r i N 111 5 ` 1 I % - - - L - _ _ ,F_ _ _ _I - J - - .,.. I- - WATER STATION POS COUNTER - SEE A6.3 '_0•' 15'-2 1/2„i aL ID 411) iifr STATION/P.O.S. �i ' OUTDOOR DINING L Jr L o -P i , LANDSCAPE 1 a 20' 20 20> (8) MERCHANDISE DISPLAY SHELVING - SEE 5/A6.2 a, 114 I I 114-A 10 ,/2„ \ / 1 2 3 `Q 0 NV 7 8 (9) WINE RACKS - BY OTHERS 1 5885 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 \ • r i r TEL : 5 0 3 . 2 2 6 . 1 2 8 5 I 1 45 -1 , FAX : 503 . 226 . 1 670 (20 I (10) BAR WITH ADA SEATING - SEE A6.3 www - c I D A I N c . c o f� 21 O O 20) 6 20.) n BENCH BY TENANT ® SERVICE COUNTER ® EMPLOYEE LOCKERSLLI NORTH EXISTING ELECTRICAL PANEL RELOCATE AS INDICATED AT SIM. CONDITIONS- SEE CO FLOOR PLAN ELECTRICAL DRAWING D A1.1 1/8" , 1'-o" 0 INFILL WALL TO MATCH EXISTING 0 (i 6) NEW OPERABLE SERVICE WINDOW - PART OF STOREFRONT I mNEW STOREFRONT - SEE SHEET A5.2 • A CC (18> NEW STOREFRONT DOORS ix 0 WALL TYPES 19 PRE-FABRICATED GAS FIRE PIT - SEE 8/A0.1 O I I— N _ CO Ce NON-BEARING INTERIOR PARTRION (2-6) NEW CANOPY - SEE A7.1 F,,, O N A 6005162-43 STUDS 0 24" O.C. TO UNDERSIDE OF STRUCTURE Z W WITH (1) LAYER 5/8" TYPE X GYP. BD. ONE SIDE TO UNDERSIDE ® NEW FENCE - SEE A0.1 W W OF STRUCTURE AND (1) LAYER 5/8 TYPE X GYP. BD. TO W O Ci UNDERSIDE OF FINISHED CEILING. PROVIDE 6" R-19 INSULATION ilD NEW KITCHEN CASEWORK FULL CAVITY. -- SEE 2/A3.1 OC 0 C 4DSAFE - BY TENANT 2 Z Ln NON-BEARING INTERIOR PARTITION B 6005162-43 STUDS @ 24" O.C. TO UNDERSIDE OF STRUCTURE (24) NEW OVERHEAD DOOR Z j WITH (1) LAYER 5/8" TYPE X GYP. BD. ONE SIDE TO UNDERSIDE Q Q (/) OF STRUCTURE AND (1) LAYER 5/8 TYPE X GYP. BD. TO 1 41) NEW ELECTRICAL PANEL - SEE ELECTRICAL DRAWING ZW UNDERSIDE OF FINISHED CEILING. PROVIDE 3-1/2" THICK GLASS 2 .._ I- OR MINERAL FIBER FULL CAVITY. -- SEE DETAIL 2/A3.1 ALL WOOD TO BE FIRE-RETARDANT-TREATED WOOD re) M C - NON-BEARING INTERIOR PARTITION ad N. 600S162-43 STUDS 0 24" 0.C. TO UNDERSIDE OF STRUCTURE WITH (1) LAYER 5/8" TYPE X GYP. BD. BOTH SIDES TO UNDERSIDE OF STRUCTURE -- SEE DETAIL 3/A3.1 U) >I. D COLUMN FURRING 5/8" GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ON 1-5/8" FURRING STUDS EACH SIDE OF BUILDING COLUMN F NON-BEARING INTERIOR PARTITION 6005162-43 STUDS ® 24" O.C. TO BOTTOM OF SUSPENDED CELING 5/8 TYPE X GYP. BD. BOTH SIDES TO 6" ABOVE CEILING. -- SEE DETAIL 4/A3.1 FLOOR PLAN A1.1 160254.01 © 2016 CIDA, P.C./CIDA ALL RIGHTS RESERVED GENERAL NOTES , ►S 1. SEE ELECTRICAL PLANS FOR FIXTURES & LOCATIONS 40- MINIM Y. KAM 2. VERIFY ALL BUILDING SHELL CONDITIONS. NOTIFY ARCHITECT OF ANY CONFLICTS OR ADVERSE CONDITIONS. M ' "-/-41111Clfr.-. 3. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY EXIT ILLUMINATION 3863*OF �� CINEMA PERIMETER WALL FTC WITH BATTERY BACK-UP AT EGRESS PATH OF TRAVEL- PROVIDE 1 F.C. MIN 4 '•1.4 EMERGENCY LIGHTING AT PATH OF TRAVEL. THIS LEVEL MAY NOT DIMINISH TO LESS THEN 06F.C. OVER 1.5 HOURS OF OPERATION. 1 1 / LEGEND OFFICE 11T% 111111 101 ROOM NUMBER r` N i EXTERIOR WALL o o� A.F.F ' ��I L - - INTERIOR PARTITION - N "• � „ !:;-7. : =r�—_� `. NEW INTERIOR PARTITION ``' r 7 ` T cr -�: xL�.. .:� :,c` - .��°' Wit:•.'. 1 �• _ 1 I W r. T.R. -...,--- ---=----...,_: ::4:- ._ }r;,-~; �,-1' .,, EXISTING GYPSUM Q 5 ko f �'� i`.' �� if �LI BOARD CEILING TO a -. 116 :�. ,Ya. CC ':..,?5 . }� '=�T " ''-� REMAIN D rri HALL �' > '--.:.,;..--„,s-,: °�. '. . I]-----1 IT 'a.' 7 71 -r.. y _ I_ CC Z �. °' { , ,1_` PREP Q c� =t= ::V=µ`"'' s q= _- :�=ti tti KITCHEN Q Z o T.R. I �' . ; ::=;;. '1: _ o o 0 '-y,'-:`' ;t 1oa NEW GYPSUM i -.'. =Z. BOARD CEILING La c ws •l• ±y: :C �T -i .ti �;y� ~�1+ Wy•• �1•• - D ..G \r :'i0 Wil' a 107 . 4'8'A.F9.; --; ;;; 11„:':.,:"':., _,,L 8'-0" • - •,-..,-;-- A.F,F ,`.,,,,. R. 1 II HALL 10• 6 - 105 EXISTING ACT ': n" . CEILING ,-• . IE � by `J :7:k.,:.;-,,p-]:=.: .:--..' . 2 ) NEW ACT CEILING-- (-- 0 0 0 0 o SEE 9 & 11/A.2 5 -� i c ... I / El i KITCHEN -N !G—I - 1111 O A.F.F \ J I LAY-IN 2X2 MATCH (E) LAY IN FIXTURES --• SEE 8'-0" 1 I / L c ELECTRICAL DRAWINGS 41, slyA.F.F V / UTDOGR ` X11 DINING LAY-IN FIXTURE - SEE ELECTRICAL DRAWINGS .___.) 0 \-(3) �� 115 I a 1 1 I ➢ 0 0 o C DINING 12 \ N 102 A1.2/ O ` il 1 � 0 RECESSED FIXTURE - SEE ELECTRICAL DRAWING 1 I 1 LI RETAIL SHOP . • • c c 0 3'ELECTRICAL RDRAWING NDED LIGHT FIXTURE - SEE ARCHITECTURE 101 ENGINEERING PLANNING i--1 IFI .1 HI rt rII: o 000 c o, I N I TV SUSPENDED FROM CEILING INTERIORS L � � ` I�lliliR� } -L_ N 1 II . l LANDSCAPE L I N WALL MOUNTED N ► Y f it 15895 SW 72ND AVE SUITE 200 ® ELECTRIC HEAT LAMP - BROMIC HEATING - PORTLAND, OREGON 97224 OUTDOOR DINING TUNGSTEN SMART HEAT T E L : 5 0 3 . 2 2 6 . 1 2 8 5 MEM FAX : 5 0 3 . 2 2 6 . 1 6 7 0 0 0 STRING LIGHTS WWW . CIDAINC . COM KEYNOTES OOPEN TO STRUCTURE - PAINT PER FINISH SECHDULE W CO © EXISTING VENT HOOD p NORTH © NEW VENT HOOD 0 4I 09 REFLECTED CEILING PLAN 0 NEW ACT PER FINISH SECHDULE 1/4" = 1'-0" © NEW ACT TO MATCH EXISTING 6 W Ie —\/\--/ INT. OR EXT. WALL ROOF OR FLOOR DECK Q 1- (y iii :)011 a_ N ` U .) SUSPENDED CEILINGS TO BE (E) STRUCTURELL NOTE: + W / 7 . INSTALLED WITH BERC2 - - / ' w CZ DUCT SYSTEM BY ARMSTRONG AS : :) La La 0Ce NOTE 10 SHOWN, APPROVED EQUAL SCREWS ATSTAGGERED + �12 GA CLIPS O Q O - TYP CLIP SYSTEM OR PRESCRIPTIVE1 IX G METHOD PER OSSC 808.1.1.1. 12 GA. HANGER WIRES a m 01) (X --I > AND ASTM 635 & 636 ® 4'-0" 0.0. (TVP.) 1 Z // NOTE 3 NOTE 6 iii. -NOTE 9 COMPRESSION RBACE, I Z' to Q rX 3/4"0 STANDARD PIPE <' Z Z Z V) o $ MAX, NOTE: f 2" MIN. W — / �' P-V• 12 GA. SPLAYED BRACE N- I- ALL WIRE TO BE NO. 12 NOTE 1 GAUGE. CONNECTIONS TO BE WIRES (TVP.} -NOTE 2n ilk NOTE 11,12 3 TURN MINIMUM WITHIN 3 �� NOTE 7 NOTE 7 INCHES OF THE CONNECTION • + T I� '111 V / CROSS TEE �• ` ' - 06 h 6'-0" MAX. 4'-0" 1 A _ "- II -1 L �. / NOTE 8 \1 i I IrOiffS. 4005162-33 BRACE t 6O.C. MAX. (#12 WIRE) \ _4 ��) O.C. WITH (2) #10 SCREWS inNOTES: .'�VIh'� i EACH STUD 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS �11` �- 1I -- y >m 2. 2" BERG (BEAM END RETAINING CLIP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERG TO GRID ON 2 ADJACENT WALLS. PROVIDE 1/2" CLEARANCE ON UNATTACHED BERG. . . / 3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. 4. 11) �I� + a 4. SUSPENSION WIRES AT 4'-0" ON CENTER. SOFT ANNEALED GALVANIZED ► MAIN TEE I �� 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-O" 0.C. EACH WAY4005162-33 FRAMING I `° 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90' ANGLE FROM EACH OTHER AND AT ANGLE LESS THAN 45 FROM THE PLANE OF THE CEILING. / AT 16" O.C. / 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS i *L� / �, 8. ACOUSTICAL CEILING PANELS - 24" X 24" X 5/8" LAY-IN. (24" X 48" WHERE INDICATED ON PLANS) �` mi 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. .1:414 .1° 5/8" GYP BD 441444% 10. CONNECTION DEVICE TO HAVE 180# CAPACITY. ",1 `` — �1 �_ .. 11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 561b MUST HAVE (2) 12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED4Il + _ +T INDEPENDENTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9-GAUGE WIRE REGARDLESS OF WEIGHT. _ �� - REFLECTED CEILING 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 20Ibs DO NOT REQUIRE SAFE IY WIRES. DEVICES WEIGHING 20---561bs REQUIRE (2) 12-GAUGE /1 PLAN WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. 1-°- 9 LATERAL BRACING FOR HEAVY-DUTY SUSPENDED CEILING SEISMIC BRACING FOR SUSPENDED CEILINGS 12 SOFFIT DETAIL A1.2 ' 1. 3/4" = 1'-0" 3" = 1'-O" \41. 1 1/2" = 1'-O" 160254.01 e ©2016 ODA, P.C./CIQA ALL RIGHTS RESERVED e I 1`. or O' SPINIER i. KATIE LI- DEMO KEYNOTES FORAM OR 5863 % O EXISTING STOREFRONTS TO BE REMOVED © EXISTING AWNING TO BE REMOVED O O 2 2 © REMOVE LARGE STEEL & WOOD CANOPY - ..:.a.#.7.4.:"..:-......-__ � PATCH ARE REPAIR AS NEEDED _ _ 3 > \3 Q Q REMOVE EXISTING STEEL CANOPY ® AE3EffigE-MES=EMEEEEEEZEEEE%E..EE. NOTE: CONNECT STEEL STUD TO ONLY 111. NOTE: CONNECT STEEL STUD TO ONLY SLOTTED LEG DEFLECTION TRACK OPTION SLOTTED LEG DEFLECTION TRACK OPTION aea I 1 EXISTING STRUCTURE / \ DEEP LEG c,4 / \ DEEP LEG �' oe- \ BOTTOM OF TOP TRACK BOTTOM OF TOP TRACK VERTICAL STRUT AGER M. KATIE BEAM OR DECK i ' OR SLOTTED BEAM OR DECK ( ,♦. OR SLOTTED \ t / LEG \ S; / LEG . 4 ! li 6,jII ►� DEFLECTION 12 GAUGE SPLAY WIRES 3 ' ' ' /141, �` �� TRACKVoiTRACK ' 1 ��►�; ��' \ � �— EXISTING SUSPENDED CEILING ` _� , �; ( le ) .�� . :� STEEL STUD `'�. STEEL STUD � •1 CONT. TOP TRACK- ATTACH TO : 1111111 EMIL — j: . �— { ','►- CEILING GRID W/ 1" TYPE "5" 't�� STUDS PER STRUCUTRAL f' PROVIDE GYP. BD. AT EXPOSED CEILING r� �I� SCREWS AT 2'-O" O.C. AND TO TOP -' SIDE. PLATE OF PARTITION W 2 1" METAL STUD PARTITION PER PLAN Il / { )METAL STUD PER PLAN TYPE '5' SCREWS - TRIM PANEL AS m GYP. BD. CEILING m 'm REQUIRED r� 11 Iml GYP. BD. PER PLAN zi m13 rn GYP. BD. PER PLAN f ULL STUD THICKNESS SOUND r--- o 7 CN cs4 ATTENUATION BATT FULL THICK BATT INSULATION WHERE METAL STUD PARTITION PER PLAN ca "' C)m FULL THICK BAIT INSULATION WHERE INDICATED ON WALL TYPE SCHEDULE ' cN.3 INDICATED ON WALL TYPE SCHEDULE m w -2ANCHOR BOTTOM TRACK TO SUB = ANCHOR BOTTOM TRACK TO SUS FLOOR W/ ANCHORS AT 4'-0" O.C. - BASE 'T' FLOOR W/ ANCHORS AT 4'-O" O.C. (MAX) AND AT CORNERS AND ENDS ATTACH BOTTOM TRACK TO FLOOR WIT i (MAX) AND AT CORNERS AND ENDS "o X4" LAG CREWS AT 4'-0" O.C. cc cc BASE BASE (MAX) AND AT CORNERS AND ENDS "' CONTINUOUS CONTINUOUS 1- rx ~ z BEAD NON- - BEAD NON- C e LA { 1 HARDENING 3�� HARDENING EW— Q c5 m \ \ ''�?` ,I RESILIENT CAULK \ ; '�� RESILIENT CAULK -P< - 3 0 r CV r'7 EtFULL HEIGHT WALL @ HARD LID CEILING FULL HEIGHT WALL 4 FULL HEIGHT WALL @ KITCHEN CEILING 3/4" = 1'-0„ \A....3_7) 3/4" --- 1'-0" 3. 3/4" - 1'-O" CEILING SUPPORT SCHEDULEel 61 1111 JOIST SPAN (FEET) JOIST NOTE 0-5 4005125-27 (4 24" O.C. ARCHITECTURE 6-10 6005125-30 0 16" O.C. U UNIT PER MECHANICAL DRAWING - 11-15 6005162--33 ® 16" O.C. 1 ENGINEERING INSTALLER TO CONFIRM JOIST SIZING 16-20 600S162-33 ® 16" 0.C. 2 PLANNING INTERIORS DEFLECTION TRACK PRE 2/A3.1 NOTE: LANDSCAPE STEEL JOIST CEILING-PER 8/A3.1 - 50 PSF A. 1) INSTALL BLOCKING MIDSPAN OF JOIST--MATCH GAUGE AND SIZE OF JOISTS 15895 SW 72ND AVE SUITE 200 \ CEILING LOAD WITH PORTLAND, OREGON 97 BOTTOM OF BEAM OR DECK i — — -- — 2). INSTALL BLOCK 1/3 POINTS OF JOIST-- MATCH GAGE TEL : 5 0 3 . 2 2 6 . 1 2 8 5 .IP'I I I I AND SIZE OF JOISTS FAX : 503 . 226 . 1 670 1 R-38 BATT INSULATION ALL WOOD TO BE FIRE-RETARDANT-TREATED WOOD www c I D a i N c c o M a PAC .w; METAL STUD PER PLAN SCHEDULE APPLIES TYPICAL ALL GYP. BD. CEILINGS. L_ - , _ :Ai * NO ACCESS ABOVE CEILING ll''' 'A JOISTS ARE FOR SUPPORT OF CEILING DEAD LOAD ►� �� *7♦�� X94 ��1.��16'1:.• I GYP. BD. PER PLAN (INCLUDING ELECTRICAL/LIGHTING) ONLY - - - - .� R-19 BAIT INSULATION WHERE INDICATED ON WALL TYPE SCHEDULE ri �1 800S162-54 BOX BEAM HEADER D 0. 1WITH DOUBLE STUDS AT EACH 0 I :: : END.--SEE 12/A3.1 ' ' id 8 CEILING SUPPORT SCHEDULE I THERMALLY BROKEN RELITE -SEE ` 3. N.T.S. A5.1 7„ _ W 2 • WINE RACK - BY OTHERS °l N./\ O I mtA- U) - WINE i A Q N STO RAGE B B Z > a- N. 0 103 7 - - , W W 0) ---- iii ° o 0 0 M o W o o o ! I CUSTOM BENCH SEATING - BY ° y CASEWORK MANUFACTURER _ FABRIC TILE PER FINISH SCHEDULE F — m Il TBD BY TENANT A 0 CK Z " TILE BACKER BOARD (3) #10 SMS EA. SIDE AT HEADER Q de ixQ 44 —�✓� z W I 44 111, 1 i RAISED FLOORING i"PLYWOOD PP il- PLYWOOD SUB FLOOR �, �.... E- — — — — J ► 1 WALL STUD PER PLAN r LIGHT GAGE STUD M 10 1 I 20 GA MIN. A3.1 I 1 ANCHOR BOTTOM TRACK TO SUBI I I FLOOR W/ ANCHORS AT 4'-O" O.C. 2X4 FLOOR JOISTS 12" O.C. I (2) ROWS OF #10 HEADER BELOW NI ad h \ 11 �I (MAX} AND AT CORNERS AND ENDS SMS AT 12" O.C. i.. .• X I S __ \ t \ ,•-4111I 20 GA. TRACK TO MATCH WALL (E) CONCRETE FLOOR id FRAMING W/ #10 SMS AT CO>. 1'-2" 3'-11 1/2" 1 2" 11.11.1111111 k � 12" O.C. EACH FLANGE Li__711_J mm IIIIIC 6'-3 1/2" 400T100-33 EA. SIDE--COPE HEADER SECTION PER SCHEDULE / / i i FLANGES AS REQ'D AT HEADEF MALI #10 SMS AT 12" O.C. EA. SIDE #10 SMS AT 8" O.C. EA. SIDE N.T.S. 20 GA. TRACK DETAIL B N.T.S. WALL SECTIONS TYP. HEADER FRAME FOR NON-BEARING A3..1 s WALL SECTION THROUGH WINE STORAGE q:4) RAISED FLOOR IN WINE STORAGE PARTITION WALLS \13. 3/4" = 1'-0" 3" - 1'-0" 19 1 1/2" = 1'-0" 08001-03 160254.01 0 2016 MDA, P.C./C&DA ALL RIGHTS RESERVED m © DOOR SCHEDULE HARDWARE TYPES ~ "W'' "w TYPE OPENING DOOR FRAME ASSEMBLY HARDWARE: TYPE-1 HARDWARE: TYPE-2 TO ISPACING NO. TYPE WIDTH HEIGHT THICK, MArL FINISH MAT°L FINISH HOWR FIRE RATING NOTES N0, 2 EA_ PIVOT HINGE 1 EA. PIVOT HINGE TO MATCH \ � 2 EA. PULL TRIM 1 EA. PULL TRIM STOREFRONT 101 -A C 6'-0" PR 7'-0" 1 -3/4" - AL/GL MANE. FINISH AL MANF. FINISH 1 -- 1 101-A 2 EA. SURFACE CLOSERS 1 EA. SURFACE CLOSER WINDOWSC 6'-O" PR 7'-�-0" 1 -3/4" AL/GL MANF. FINISH AL MANF. FINISH 1 -- 1 102-A � �1� 102-AW/ HOLDOPEN W/ HOLDOPEN 4" TYP _ 102 7B- __._---A 3'-Q" 7'-0" 1 -3/4" AL/GL MANF. FINISH AL MANF. FINISH 2 -- 1 102-B 102-C F 8'-8" 12'--0" 1 -3 4" AL/GL MANF. FINISH AL MANF. FINISH _ 102-C 1 EA. ADA THRESHOLD 1 EA. ADA THRESHOLD �� • m6`-0'1 - 2 EA. WEATHERSTRIPPING 1 EA. WEATHERSTRIPPING 103---A D 3'-O" 7'-O" 1 -374" SC STAIN HMKD FACT. FINISH 4 -- 2 103-A {)R S'-8" ii — - .f1 EA. DOOR CYLINDER 1 EA. DOOR CYLINDER LOCK ' E 6 -0 PR r-0" 1 -3/4 SC STAIN HMKD FACT. FINISH 3 -- 2 109-A3 > E.Q. E.Q. E.Q. 1 12-A B 3'-O" 7'-0" 1 -3/4" SC STAIN HMKD FACT. FINISH 4 -- 2 1 12-A LOCK 14 �1t TEMPERED I1 EA. HEADER AND © B 3'-O" 7'-O" 1 -3/4" SC STAIN HMKD FACT. FINISH 6 -- 1 13-A GLASSVIP �� _ == -- =_ THRESHOLD BOLT LOCKS 1 14-A 3'-O" MANF. FINISH MANF. FINISH 5 114-A i �5y 115-A 3'-O" MANF. FINISH MANF. FINISH 5 115-A DOOR HARDWARE NOTES: GENERAL NOTES: ABBREVIATIONS HARDWARE: TYPE-3 HARDWARE: TYPE-4 WI 0 \ ♦ 1. PROVIDE SIGN STATING "THIS DOOR TO REMAIN • ALL DOOR HARDWARE TO MEET ADA REQUIREMENTS AL ALUMINUM 1 EA. PASSAGE LOCKSET 1-1/2 PR. BUTTS ALUMINUM STOREFRONTS FLUSH DOOR SOLID i' T T T 10 UNLOCKED DURING BUSINESS HOURS" • SEE DOOR DETAILS THIS SHEET, GL GLASS 1-1/2 PR. BUTTS 1 EA. STOREROOM LOCKSET A EBCORE2. ARCHITECT TO PICK FROM MANUFACTURERS FULL SC SOLID CORE WOOD 1 SET SILENCERS 1 SET SILENCERS WOOD 5 HC HOLLOW CORE WOOD �— � RANGE STAIN AND FINISH 1 EA. WALL STOP ID S. 5 N HM HOLLOW METAL t "W" 1 L "W' i' ,' W ,� ! T T T HMKD HOLLOW METAL KNOCK-DOWN HARDWARE: TYPE-6 �( ,s::, o PR PAIR (TOTAL OPENING WIDTH INDICATED) HARDWARE: TYPE-5 n n \ Q,'. \_ \ \ = 1-1/2 PR. BUTTS /\ STL STEEL 2 EA. SELF CLOSING \ o a / \ \ / \ WD WOOD SPRING HINGE �_ � _ 1 SET SILENCERS oo TEMPERED ,--4" TYP TEMPERED 4' TEMPERED ., GLASS �/� \ GLASS �-- \ GLASS / \ o c� EQ )r EQ / EQ k \ \ ♦ ... .. 4,_4, 4' 4„ ` 4'-4" Li iv_ 1 � a r T T T RELITE SCHEDULE . _ �1 I \ ♦11) TYPE OPENING FRAME A .1 cc . . , , / T \ / \ / \ / T T T NO. TYPE WIDTH 1Mi HEIGHT H SILL HEIGHT 'S' MULLION M A1AT'L FINISH NOTES NO. ,,,, / TYP w \. )t \/ \ \ / \ \/ R-103A A 13'-0" 3'-6" 3'-0" -- TH PRE-FINISHED R-103A / = a w �c� �6�1 R-1038 B 11'-O" 3'-6" 3'-O" -- TH PRE-FINISHED R-1438 \ _ w DOUBLE ALUMINUM STOREFRONT0 c5-:) (DORE EL]TE SOLID DOUBLE SOLID �OVERHEADDDDR 5.C SEE SCHEDULE FOR SIZE WOOD GORE WOOD r ALUMINUM ABBREVIATIONS: GENERAL NOTES: a o 2 TH THERMAL BROKEN - RELITE GLAZING TO BE CENTERED & THERMALLY SPACED ;,�, m U FIN. FLR. r 0 0 DOOR TYPES L 4'-4" , 4'-4" L 2'-4" k 5. 1/4" -, 1'-0" , , 10 i 0 1 FIN. FCR. 1/4 �� B11 All V FACE OF EXTERIOR WALL v STOREFRONT BEYOND ALUMINUM STOREFRONT DOOR OVERHEAD DOOR AND TRACK SYSTEM 61 ARCHITECTURE GYPSUM BOARD MEMO - • U ENGINEERING ril ! 1. PLANNING IT � INTERIORS STEEL STUD WALL(DOUBLE STUDS SLOPED CONCRETE SLAB LANDSCAPE AT ALL JAMBS) ALUMINUM THRESHOLD TO MEET ADA INTERIORALUMINUM THRESHOLD TO MEET ADA 15895 SW 72ND AVE SUITE 200 FINISH ACCESSIBILITY STANDARDS-- SET IN ACCESSIBILITY STANDARDS--SET IN FLOOR PORTLAND, OREGON 97224 HOLLOW METAL JAMB CONTINUOUS BED OF SEALANT _ BED OF SEALANTNTEL 5 0 3 2 2 6 1 2 8 5 J1= EXTERIOR WALKWAY F A x : 5 0 3 . 2 2 6 . 1 6 7 0 i 1� ® - �'-�1 2" MAX EXTERIOR WALKWAY www . CiDAINC . COM ,..—..,1 r .1111 Li ll HOLLOW METAL DOOR - SEE DOOR SCHEDULE INTERIOR FLOOR FINISH la KiniiiniiiiMEN 'MIT 0D JAMB CONDITION 0 Z TYPICAL INTERIOR DOOR DETAIL s OVERHAED DOOR @ THRESHOLDALUMINUM STOREFRONT DOOR @THRESHOLD 09 3" - 1'-O" ' 5. 3" = 1'-0" 5. 3" = 1'-0" 08100-05 raC . O o � � N' �n1 � oNW ,iJO�STEEL HEADER PER 12/A3.1W OW 0 CD METAL STUDS-- SEE WALL TYPES �' r/ m Z 0 DIMIS z Q C• i GLAZING a W 2 cn t�s. \ Z C� OVERHEAD DOOR AND TRACK BY ALUMINUM STOREFRONT --.' \'' CONT. SEALANT , 1-.. 4 MANUFACTURER ',`- L1; , [ EI 14 _ __il .a \ STEEL TUBE - PER STRUCTURAL MGYP. BD. \ SHOPMATCHPRIMEDOOR, FIELD PAINT TOtltr___!--1 .;::' \ ) - 01 STEEL TUBE - HSS5x3x1/4 - SHOP PRIMER --FIELD PAINT TO MATCH DOORIII OVERHEAD DOOR AND TRACK BY RELITE FRAME BEYOND , f m ,.. -,r •2 L- \ )14_,_ ____--1Z- ;- :-e- \ L MANUFACTURER HEAD CONDIiION / r >m METAL RELITE FRAME IIP , MIN a ' STOREFRONT DOOR ' . ��. -1 METAL GLASS STOP---- PAINT TO (HOLLOW METAL DOOR Kr u 1 / y CONT. SEALANT AT SIM. CONDITION) II1-1- MATCH FRAME / / / / / 1 NOTE: HEAD CONDITION SIMILAR { IN ERIOR v DOOR SCHEDULE & 1/4" CLR. TEMPERED GLASS DETAILS @ CONDII<n A 5.1 s TYPICAL INTERIOR RELITE rio OVERHEAD DOOR JAMB JAMB AND HEAD @ ALUMINUM DOOR e OVERHEAD DOOR HEAD 160254.01 5. 3" = 1'-0" 08500-12 5. 3" = 1'-0" 09 3" = 1'-0" 08100-06 3" = 1'-0" 0 2016 anA, P.C./Cion ALL RIGMS RESERVED L.. rip eD 410- T TEMPERED GLAZING SER U. DEATH cduji\ 10 61114.' • 10'-8" VIF , / 10'-8" VIF 8'-8" VIF PORTED, OR• ` / 3' 3" / 4'-2' / 3'-3" / 3'-3" 4'-2" 3'-3' / liggilli 7'-10 1 2" VIF !`. �C 1 9'-8" VIF 15'-6" VIF / 7'-10 1/2" VIF ZM!t A A5.2 I -1 I A5.2 I 6 I 6 IMINE111111/11 �3'-2 1/2" 3'-0 1/2" 3'-0 1/2" 3'-0 1/2' 3'-2 1/2 , 10 1/4" MIIMIIM 10 1/4" 1'-11 1/2" MillillE 1'--11 1/2" 6 6 di = hi \ \ I A5.2 I I --....N\ l' I A� I I I A5.2 I 6 I I + A5.2 \ \ \ \ \ \ \ _ \ \ \ \ - \ CD 6 0 6 0 �6 T-I A5.2 A5 2 ! (63 i I i 5.2 I C6) u_ N L_ N Cif N CNI N N O O _ N CV Cp O Cy 1n \ a - ;n / \ L- 1C) B Li in 6 Li ;n L� r csi I \ I o I / \ 1 1 > 1 I 5. 1 1 1 T 11EDI T "? N CNI " / \ A5.1 0 cN X5.2 i„ A5.2 0 -cN X5.1 1 T Lu a T T T a T \I.' T T T T 7 T 1 T T T T 1 \ \ a w co N / f� NJ N \ / N N N f- cc G_\ / \ \ \ / \ \ \ - - i- TM' / \ / • 1 T T T T 1- = :I T T /T I TT I T T\ /T T 1 I T T T T "' z N / CV CV \ / CV N N LJ CD 0 \ \ \ \ \ \ \ \ \ \ -- '+► �\ J \ \ \ Q ¢ O p c U Q Q O p A5.2 A5.1 A5 2 A5.2 A5.1 i r 5 l �5� A5.2 A5Q1 5 w z �� 6' 0,. / I A�S� \\,),..___:3/ C'-0" / 5.2 D M CO c� 1 3'-0" '- (n N in / TYPE 'A' TYPICAL of 1 TYPE 'B' TYPICAL OF 1 TYPE 'C' TYPICAL of 1 TYPE 'D' TYPICAL OF 2 TYPE 'E' TYPICAL OF 1 TYPE 'F' TYPICAL OF 1 TYPE 'G' TYPICAL OF 1 w r - (E) BRICK BEYOND `` (E) WALL FINISH TO REMAIN (E) HEADER TO REMAIN lJ:, !, �:_,11 � , ,. J NEW ALUMINUM STOREFRONT SYSTEM fik111111( ?? LIM' 11IM `' 1 4 f.-:07 ,- LTJ 61 TEMPERED INSULATED GLAZING EXIERI4BAMI NEW ALUMINUM STOREFRONT SYSTEM ARCHITECTURE (E) WALL FINISH TO REMAIN IIII SHIM AS REQUIRED Nt ENGINEERING —I — I— SET FLASHING AND SILL FRAME HEAD CONDITION CONT. SEALANT111, IN SEALANT BED PLANNING r- INTERIORS 1 �— . IEEE= NEW ALUMINUM STOREFRONT SYSTEM \ LANDSCAPE Q J. CONCRETE SIDEWALK , Il 45695 SW 72ND AVE SUITE 200 � 5 0 3OREGON2 26 . 9 228 5 PRE-FINISHED DAM FLASHING AT ° R • 24 PORTLAND.STOREFRONT SILL - COLOR TO FAX : 5 0 3 . 2 2 6 . 1 6 7 0 MATCH STOREFRONT 4 IqwwwcIDAINccoM I . CONCRETE FLOOR SLAB 0I ILI CO puma 3 JAMB CONDITION CONT. SEALANT (E) EXTERIOR FINISH 0 s STOREFRONT SILL @ FIN. FLR. s ALUMINUM STOREFRONT @ METAL FRAME WALL I 5. 3" = 1'-0" 5. 3" = 1'-O" ID W ix .. -4. (D p N w >= 0.- h W a) o (5Ct 0 - O a co ce 1z m zQ v) CC z wIN IWI- m ,,-- 1— PO M Cid N Ca >imICC WINDOW TYPES A5.2 160254.01 0 2016 ODA, P.C./C1DA ALL RIGHTS RESERVED i I Pik, 1 LEGEND GENERAL NOTES ` Iiii 1 1 1 - - - - - - „ - _ `Tr- PRIOR - - - L , - _ - - - -- - _ - _ - - u - - - - 101 ROOM NUMBER 1. ALL EQUIPMENT BY OTHERS. L _ — I I jr.L.,\IFORAGE 1FII E I i EXISTING EXTERIOR WALL 2. ALL FINISHED ARE SELECTED BY TENANT. VERIFY FINAL SELECTION WITH TENANT TO PURCHASE AND INSTALLATION. M. KATIE 4 &,,J11 's /1I- , r - EXISTING INTERIOR PARTITION 0 r , 1 I I 3. CONTRACTOR TO COORDINATE ALL EQUIPMENT BY TENANT WITH POWER, WATER,' OR - id DATA, AND MECHANICAL REQUIREMENTS. •14t / I - ear� I -� � _ I NEW INTERIOR PARTITION HALL I 116 _ a ■m ��. r I 110I \ 1 �� uu�aaE■si■�■■ i■ I f 1�� '� - ■..■ww.a—i■a—awe■ h ATE DINING I ' , ' , r, ; , ' I : , ' , , ■C�:::C I I r - 109 -•---- • ■.....■■—.!■ice... 01 NIMMIdaniThl ET •=1n1 . IIIIIII LIR. I : MIL I I 111 , , 5 : , HL I .!1■!ammuommein !■mom 0 I I T • ■ Imm■■■� T.R. 1 _ 1 r ' r `, - PREP �:• 107 - _ ROOM F1NIS1 SCFDULE 1= _ _ ++ KITCHEN III ■ ,- I - �, 108 1 1. _ I - NORTH EAST SOUTH WEST r� ,� ` - = 1 I ROOM # ROOM NAME FLOOR BASE CEILING NOTES ROOM # _ riz B• 1— I ' HALL .----.,...\(.1.31 a os WALL WALL WALL WALL o N ~'- ' _ _' . 3 ��;'� , I, p l05 I I 101 RETAIL SHOP EF-1 B-1 W-1 W-1 W-1 W-1 CL-2 -- 101 o N T (7) 1 , ' . "IOU M,1�„' }- r 102 DINING EI--1 B-1 W-1 W-1 W 1 W-1 CL-2 -- 102 / _ ----- - _ I / 1 _ 4 - ----T.' ] ! ,■ I 103 WINE STORAGE T-1 B-3 W-1 W-1 W-1 W-1 CL-1 -- 103 r - _ f,_ \ •11 -= All■n _ .-- I T _Er___,T,_[......,74104 KITCHEN T-2 B-4 WT-3/WT-4 W-1 W-1 W-1 CL-3 -- 104 , - - - - - - 4 I -. 11 i�� 0 - liliT , _ a f,,r- 11=1 IMI 105 HALL EF-1 B-1 W-1 W-1 W-1 W-1 CL--1 -- 105 S eE cod _ `� �I� III I '`' '' ` _ -I I " KITCHEN : - I El 106 TOILET ROOM T-3 B-5 W-1/WT-1 W-1/WT-1 W-1/WT-1 W-1/WT-1 CL-1 -- 106 ��,, V) d • 'I . , _ , ' _ I ;i 1 _ 1 oa W-1/WT-1 W-1/WT-1 W-1/WT-1 W-1/WT-# -- (..-"P . ' I 107 TOILET ROOM T-3 B-5 CL-1 107 = a -- ° k f ril Tll 1 I I i I I- Q 0 O , II ___ _ _____ �_ _ »__ _T___._.___.1__ ,l rE 108 PREP KITCHEN T-2 B-4 W-1 W-1 W-1 W-1 CL-4 -- 108 Q Z Q ,i I 1 \ ,I ' , ' , ' , , , ' , ' , �` •=• I - - -_} lJrl- - W / W 1 W-2/WC-1 W-2/WC-1 -- o - c� ■ , , ' r ' r ' � , . 0i► _ L � � I U 1 9 PRIVATEDININGF W-2/WC- - - - - - - 1109 dQ 0 E -1 B 1 2 WC 1 2/WC 2/WC 2/WC CL- °w pz -� , •- , ' r ' i � , rCi AL - I 0 --- * (3)I ( 7) OUDI OUTDOOR Id Ir/AI`II1 1{III`15I 110 HALL EF-1 B-5 W-1/WT-1 W-1/WT-1 W-1/WT-1 W-1/WT-1 CL-1 -- 110 rn .- N 11\11 , \� / ` ' ' ; ' ' . ' �. I 11011 �- - - I >� ). 115 111 TOILET ROOM T-3 S-3 W-1/W-4 W-1/w-4 W-1/W-4 W-1/W-4 CL-1 -- 111 I ` ' D_-__��rsni ' �I I1 11 _ 8-2 - W-1W-1 -- IL 112 STORAGE F-1 W-1 W 1 112 gr,,I . ' � , _ I , I RETAIL SHOP � '�� r rI: p___..__..... 4, rl. I il,-11C6> 1--f-- Zi 113 OFFICE F-1 B-2 W-1 W-1 W-1 W-1 CL-1 - - 113 --T r ' L I 101 --r ,i (2 ) - - - - - - - - = ZQ! - =�H-H _ - - - - - - - -rrri__},\______ te _ — _ - - -� !; _ - - � - _ - �� - �',� o_- - - I � 0 cFP 114 OUTDOOR DINING -- - -- - - - -- 114 I C I 115 •UTDOOR DINING - - - - - - -- �15 L J J L © __ I' I ill- r I I 116 TOILET ROOM T-3 B-3 W-1/W-4 W-1/W-4 W-1/W-4 W-1/W-4 CL- 1 116 L ' L Jr L_ J _ _ J r I 7 OUTDOOR DINING I 114 - - 26 T - - - I GENERAL NATES: '� 1. ALL FINISHES TO BE VERIFIED WITH TENANT PRIOR TO INSTALL. ii. -...,_ - �O � _ - _ � J. J � NOTES: 111111 lI #1 \-<1.) 1 NORTH LIST OF MIME-- S 61 1 FINISHED FLOOR PLAN - MI ARCHITECTURE FLOORS BASES WALLS COLINGS CASEWORK ' 6. 1/4" = 1'-0" ,EF-1 B-1 W-1 CL-1 PL-1 ENGINEERING ENGINEERED FLOORING 5-1/2" WOOD BASE PAINTED GYP. BOARD, PAINTED GYP. BOARD, PLASTIC LAMINATE PLANNING GIDDY-UP HARDWOOD BEHR BEHR VERTICAL CASEWORK, EUROPEAN WHITE OAK POLAR BEAR 75 POLAR BEAR 75 WOOD GRAIN INTERIORS #6825 COLOR- DARK BROWN LANDSCAPE 15895 SW 72ND AVE SUITE 200 T-1 8-2 W-2 CL-2 PLY-1 PORTLAND, OREGON 97224 QUARRY TILE ROPPE RUBBER BASE, 4" PAINTED GYP. BOARD, OPEN TO STRUCTURE PLYWOOD COUNTERTOP, TEL L . 5 0 3 2 2 6 1 2 8 5 VERSATILE BEHR PAINT: BEHR STAIN: DARK BROWN FAX 5 0 3 2 2 & 1 6 7 0 GRAY TANGLEWOOD POLAR BEAR 75 WWW . C I D A I N C . C 0 M KEYNOTES LEGEND 6X6 N320-3 T-2 B-3 WC-1 CL-3 Q-1 O WT-1 ON OUTER FACE OF BAR +■ QUARRY TILE QUARRY ROUND TOP COVE BEADBOARD 4'-O" AFF, ARMSTRONG, 2X4 QUARTZ COUNTER TOP ■ai■■••.•• i MATCH EXISTING VERSATILE I■■■■■■■■■ I BEAD PANEL 96:H ACOUSTICAL CEILINGIL WHITE u■■■■■■■■■■I T-1 GRAY OPTIMA, TEGULAR, FINE W © WD-1 COUNTER TOPS MENIMiiiiiii n■■■■■■■■■■I 6X6 TEXTURE /� © ■■■■■■■■■■■1 (10 SOLID TEAK BAR STOOL - PER TENANT i■■■■■■■■■■■I T-3 B-4 WT-1 CL-4 WD-1 GLAZED CERAMIC FLOOR QUARRY ROUND TOP COVE MOSAIC SUBWAY TILE CEILING TILE TO MATCH WOOD COUNTERTOP, 0 TILE WALL TO CEILING - WT-2 - CONFIRM LOCATION W/ TENANT :--„--,---7, TILE MATCH EXISTING GEMSTONE WHITE GLOSSY EXISTING STAIN: DARK BROWN O T-2 PORTLAND STONE GRAY 12X12 0 PICKET FENCE- PRE-FINISHED WHITE 18X18 GROUT: BOSTIK DIMENSION GROUT: DELOREAN GRAY SILVER #18 (6 ) SOLID TEAK TABLE TOPS - PER TENANT - POWER GROUT #10 F-1 B-5 WT-2 WT-1 CC 0 Q Q-1 COUNTER TOPS EXISTING FINISHED GLAZED CERAMIC FLOOR TILE FISH SCALE TILE MOSAIC GLASS WALL TILE Ct II j 7 T-3 CONCRETE PORTLAND STONE GRAY VERIFY COLOR & SIZE PEARL SQUARES u„l \g PLY-1 COUNTER TOPS i 6X18 WITH TENANT GROUT: BOSTIK DIMENSION & low Nt( GROUT: DELOREAN GRAY GROUT: BOSTIK DIMENSION SILVER #18 ~ \g PL-2 COUNTER TOPS POWER GROUT #10 SILVER #18 O� ( N \ r WT-3 PL-2 I>�- O CL N 1 -r - EF-1 EXISTING WHITE SUBWAY PLASTIC LAMINATE Z -` r DIRECTION AS DRAWN l�_I I I TILE COUNTER TOP, 20 I ' r 1 WOOD GRAIN W 0 COLOR- DARK BROWN > 0 Ct OO F-1 Co1 0 C‘ WT-41 Z Ci EXISTING RED TILE a Q V Q ZW 1_ 2 1_ i_ PO NOTE M ed ALL WOOD TO BE FIRE-RETARTANT TREATED WOOD OR SHALL BE TREATED WITH A FIRE-RETARDANT APPLICATION. CO THIS INCLUDES ALL PERMANENT FIXTURES, CASEWORK AND FINISHES >I° a FINISH PLAN Sc SCHEDULE A6.1 160254.01 ©2016 IDA, P.C./CID,4 ALL RIGHTS RESERVED .1 GENERAL NOTES e rs 7 7 Y. BEA die- 26'-0" 1. ALL CASEWORK ELEVATIONS TO BE APPROVED BY TENANT '� t , • / / © PRIOR TO FABRICATION n , QW i' CV 2. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO 'i . OR FABRICATIONpt, 5113 % t C OF .� 1,1'-61, 3 O" 'i ELEVATION KEYNOTES \ o\ T . - I _ ,� I . I ❑ O WD-1 COUNTER TOPS o i A AI '� © WT-1 SIDE OF THE BAR C al © `Q © EXISTING EXTERIOR COUNTER TO REMAIN A6.2 D - n n A6.2 _ \ o O 10 TRIM AND BASE - MATCH STAIN TO LAMINATE \ r-1 - 0 r9-.) N N N I a i i I \ F - • Q_1COUNTERTOP • B :r? r ci h \ L \ < (ID r,-11,. 1,, v r= / 7 —4� / 3,_5„ ], 19 --112 ji, 3'-0" 9'-5" / m co z CLR. ❑ vLLI w w 0 A o 0' n Q 0o J Q W - m — A6.2 a � N r'S 2 RETAIL SHOP AND RECEPTION 3 KITCHEN 6. 1/4" - 1'-O" 6. 1/4" = V-0" BOTTOM OF BEAM BOTTOM OF BEAM OR DECK OR DECK 11 -A 11 -D 1 A6.2 0 A6.2 —S— 13 A6 3 / - ---- - - - - - 0 EQUIPMENT = ..............................................31'; --F.-- ...- - 0 .11 i r......... itiliii E I iii_.----' Iffil - 61 ARCHITECTURE ... Lig _ _� 4 5 / o . ENGINEERING L _ 0 L 1111, PLANNING E A INTERIORS w w LANDSCAPE r 15895 SW 72ND AVE SUITE 200 O 1C—: I 1 �11 B 11 '� 1 El —CPORTLAND, OREGON 97224 1 A6.2 A6 2 �— © �A6.2A6.2 6.2 T E L 5 0 3 2 2 6 f 2 8 5 0 FAX 5 0 3 2 2 6 1 6 7 0 - -__-_—_--...... ............. I di _\ 2 -.................... Ik_L1II ° _ - wwWCIDAINCCOM di 11 co . w^ ii ......_.. O >1,........:„:...,..,.\_(i; 7 ... - . .......... .. - - / 3 EQ © 7'-7" / 4 EQ © 10`-0" / 3 EQ @ 7'-7" / (-2- C B CD Ill 25'-2" / CO A 0 I 5 RETAIL DISPLAY & HOST STATION 7 KITCHEN 6. 1/4" = 1'-0" ' 6. 1/4" = 1'-0" CC 0 W w A o 1... � N '� (0.1-- >. o N cODT0BEF1REREARDANTTREATEDW00D o> in Ct � � O a CO H IX WD-1 COUNTERTOP, FLAT ZZ Q a 1'--6" EDGE, TYP. - STAINED - TO W BE APPROVED BY TENANT 6, O" �... / 1,_B„ WD-1 COUNTERTOP, FLAT WD-1 COUNTERTOP, FLAT Q-1 COUNTER TOP, FLAT EDGE, ._ 2 , f 1 .I' EDGE, TYP. - STAINED - TO EDGE, TYP. - STAINED - TYP. - TO BE APPROVED BY v.) lllil'�Clill\i!i!� 1`\ 1�1\1L1\1�1��,`---- I \ \ BE APPROVED BY TENANT TO BE APPROVED BY TENANT Q-1 COUNTER ROP M OS to I PL-1 SHELVING 1 -O Ai 5" TENANT 4„ 1 CP. TO CN NI cv BE APPROVED BY UNDER COUNTER LIGHT PLASTIC LAMINATE ON\• - SEE ELECTRICAL �� PLASTIC LAMINATE ON \ ��` \ �\ - TENANT LIGHT- PLASTIC LAMINATE ON KITCHEN SIDECO \ KITCHEN SIDE \ UNDER COUNTER KITCHEN SIDE PLYWOOp SHEATHING - SEE ELECTRICAL ; :0E:H3G , >IP - N c0BRACE PER 3 A6.3 0BREPER3/A6.3 I 270 /A6.3 / PLYWOOD SHEATHING TILE "' 6005162-43 ® 16" 0.+ 6005162-43 © 6005162-43 ® BRACE PER 3/A6.3 �0 16" O.C. �0 - 16" O.C. �n - 6005162-43 C� STAINED WOOD TRIM 1 p f 0 1 0 1 0 N-, in N-, N) 16" O.C. 01" • WT-1 TILE WT-1 TILE �' WT-1 TILE `�' dU 04" RUBBER BASE 4" RUBBER BASE 4" RUBBER BASE a r NI \ 4" RUBBER BASE \ 6" WOOD BASE 6" WOOD BASE 6" WOOD BASE 6" WOOD BASE A B dal illi ENLARGED PLANS & \ \ \ \ ± INTERIOR ELEVATIONS A B D A A6.2 9 HOST STATION CASEWORK ii KITCHEN CASEWORK 160254.01 6. 3/4" = 1'-0" ' 6. 3/4" = 1'-0" © 2016 CID& P.C./Can ALL FIGHTS RESERVED 6" METAL STUD j ATTACH W/ �\ \ #12 SCREWS © e EMEER Y. KATIE FIA —A,,. 3" O.C' 2'-1" \ PROVIDE AT V v Tj�,' , OR PLY-1 COUNTER TOP, STAINED AND / / ENQS ANQ �7 • SEALED W FLAT EDGE WOOD TRIM - TO 1,, 1 PLY-1 COUNTER TOP, STAINED AND SEALED W/ o 4'-0" O.C. (71-3-"N\.,.. 13 13 �� / 1 Q� 1' 22" FLAT EDGE WOOD TRIM - TO BE APPROVE BY C1214 '��/ 2'-1" /BE APPROVE BY TENANT / / / TENANT lill N\ A�� A6.3 Ab.3 HIDDEN STEEL SUPPORT BRACKETS - NSPACE PER MANUFACTURES N QUARTZ COUNTER TOP, FLAT EDGE, TYP. - .ii,EQ..,1, \ �\ , i ? -4":--------;;---0 SPECIFICATIONS \ �\ 1 TO BE APPROVED BY TENANT _ _ �\ \ �r UNDER COUNTER LIGHT - SEE ELECTRICAL HIDDEN STEEL SUPPORT BRACKETS - PLAN VIEW • PLASTIC LAMINATE ON SERVER SPACE PER MANUFACTURES 1 . SIDE \ SPECIFICATIONS -- °' PLYWOOD SHEATHING - UNDER COUNTER LIGHT - SEE ELECTRICAL _ - . PLASTIC LAMINATE ON BRACE PER 3/A6.3 KITCHEN SIDE r� r, to - co . PLYWOOD SHEATHING A L3x3x3/16 0 I " °' 6005162-43 CD 16" O.C. 1 ° BRACE PER 3/A6.3 `� "- "' t "' r0 - 6005162-43 CO 16" O.C. ■ BOTTOM TRACK N WT-1 TILE �, WT-1 TILE OF WALL __ __ __ = • T (Ni 4" RUBBER BASE 4" RUBBER BASE CONC. SLAB OR FOUNDATION s_ _=gEIMIln _ w 6" WOOD BASE 6" WOOD BASE 3/16 _ _ _ _ -""'- 'I - _ CL 1:2 I I 6 ... 4 CC I . (2) 5/8"0 F- 1- FINAL COUNTERTOP DESIGN TO FINAL COUNTERTOP DESIGN TO EXPANSION �� 1 --�� -� ,�` ix z . BE APPROVED BY TENANT. BE APPROVED BY TENANT. ■ ANCHORS W/ f = w L`' LIGHTING - SEE ELECTRICAL LIGHTING - SEE ELECTRICAL ,-71,1 w c.. 3 5" MIN. EMBED 3' 0" 3'-D" 3'-D" 3'-0" 3'-0" q' 2" 11- a 0 ELEVATION VIEW / -/- / 3'-2" / 2 0 z o A C D w - — A A A B � mC) co .- N r] 1 BAR SECTION Q BAR SECTION @ ADA SEATING © LATERAL WALL BRACING 4 CASEWORK ' 6. 3/4" = 1'-O" ' 6. 3/4" = 1'-0" ' 6. 1 1/2" = 1'-0" ' 6. 1/4" = 1'-0" e 1 ALL WOOD TO BE FIRE-RETARDANT-TREATED WOOD 1.N .. . . =iriE.-÷:i84.-=_==-91iiii Miff- ,-_-= !THEM!!!!!BEE I 0 ------- - - - A6.3 ri...) N -- - - _ - ili- _ .M...= = c = All \ -c°4. / t t t - ,_ 61 A / ARCHITECTURE 9 WOOD CROWN MOLDING - MATCH WOOD CROWN MOLDING - MATCH WOOD CROWN MOLDING ENGINEERING A6.3 1 ) ,, STAIN TO LAMINATE FINISH STAIN TO LAMINATE FINISH - MATCH STAIN TO IPI.I LAMINATE FINISH II) PLANNING \ ------- -- fLIGHT TRANSFORMER - SEE ELECTRICAL LIGHT TRANSFORMER - SEE ELECTRICAL LIGHT TRANSFORMER INTERIORS 2 -\ \ ` A \ \ I A \ \ - SEE ELECTRICAL LANDSCAPE lo I I = 'E� 1N ,-ray 15895 SW 72ND AVE SUITE 200 r-) cV = - 00 0o 111 00 \ {� - - �\ �� \ w \ \ TEL :PORTLAND, OREGON 1 2 8 45 `�\�� TEE : 503 . 226 . 1285 `., INSET UP-LIGHT © EACH FAX : 5 0 3 . 2 2 6 . 1 670 B 10 INSET UP--LIGHT ® EACH SHELF - SEE ELECTRICAL INSET UP-LIGHT ® EACH Www c I D A r1 c c 04.4 A6..3 I \ - SHELF - SEE ELECTRICAL 1 `1 SHELF - SEE ELECTRICAL 4 a "c-q 2 I EQUIPMENT .0 o W _ _ 1,'-4'j, 9'-4" 1;' . . 3 - ,---I(N ,—ICN '-1(NI (10 c-,J I _I I \ 141; \ C D CONFIRM CLEARANCE \ =----- \ PL-1 SHELVING \ - 0 5 BAR W/ EQUIPMENT PROVIDER PL-1 SHELVING I T PL-1 SHELVING i 1 1 L�1 - - W cx ANTIQUE MIRROR AT _- ANTIQUE MIRROR AT _ ANTIQUE MIRROR AT O CO W CNN r" BACK OF SHELVING NN BACK OF SHELVING NN BACK OF SHELVING Q `_' �1 DOWN LIGHT - SEE ELECTRICAL - N �1 DOWN LIGHT - SEE ELECTRICAL - - 1 DOWN LIGHT - SEE LZ W>= 0.- vi \ b\ COORDINATE CASEWORK LIP DEPTH COORDINATE CASEWORK LIP DEPTH - ELECTRICAL - COORDINATE M CASEWORK LIP DEPTH W 0 C9 ANTIQUE MIRROR AT I , o �� SII WT-1 TILE BACK SPLASH 0 - O I � 12'-0" \ �� BACKSHELVING \ ��-•� \ i =/ 1 PL-1 BACK "'"" "1 c) 2' 1 " 3'-32" - 3'-31" y GENERAL NOTES ' a 2 Ct'� 1 D / 2 1 "I Q-1 COUNTER TOP, CO © FLAT EDGE, TYP. - TO Q-1 COUNTER TOP, FLAT EDGE, TYP. Q-1 COUNTER TOP, FLAT Q `I. \ 1. ALL CASEWORK ELEVATIONS TO BE APPROVED BY TENANT I - TO 8£ APPROVED BY TENANT EDGE, TYP. - TO BE Ce BE APPROVED BY o o APPROVED BY TENANT Z 1— A6.3 (-2 PRIOR TO FABRICATION TENANT I 10WATER FILL STATION WITH DRIP PAN I Q 2. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO N I I N Z u j Ur \A6.3 FABRICATION I I W 1 `N\ I— 2 , 1- L J l(7 NI © �N PL-1 SHELVING \ L \ " - PL-1 SHELVING I`� © �;" ELEVATION KEYNOTES �� CABINET DOORS ® SINK B NV - EQUIPMENT UNDER CASEWORK I A6.3 r 13, 0 PLY-1 COUNTER TOPS c° \ CO A6.3 I 6" WOOD BASE - MATCH o 6" WOOD BASE- o 6" WOOD BASE- ``) STAIN TO LAMINATE FINISH I MATCH STAIN TO I _ MATCH STAIN TO >Pm o © WT-1 SIDE OF THE BAR �rN M LAMINATE FINISH V) LAMINATE FINISH © DARK WOOD TRIM AND BASE - MATCH STAIN I0 Q LL J TO LAMINATE FINISH - 1 1 0 1 • \ \ \ OQ-1C0UNTERTOPADASEAT1NG \ \ 'P X 22'-9" l1 \ _,. , ...i. \ \ _..... \ , ...__, ,_:. FINAL COUNTERTOP DESIGN TO FINAL COUNTERTOP DESIGN TO FINAL COUNTERTOP DESIGN TO © 1' 1" BE APPROVED BY TENANT. 1 '-g" BE APPROVED BY TENANT. 1' 9" BE APPROVED BY TENANT. LIGHTING - SEE ELECTRICAL / LIGHTING - SEE ELECTRICAL / / LIGHTING SEE ELECTRICAL NV INTERIOR DETAILS A s BAR 11 BAR CASEWORK 12 CASEWORK SECTION @ WATER FILL 13 CASEWORK SECTION A6.3 s. 1/4" = 1'-0 B. 3/4" - 1'-0" ' 6. 3/4" = 1'--0" ' 6. 3/4" = 1'-0" 160254.01 ©2016 am, P.C./CIDA ALL RIGHTS RESERVED etp A r, AMER N. RFATIE ii• 1141 • 15N3 10 7 10----) � 6'-32,. ... f �►.0L l \ L. (1.9)-NN . "V . (C))'67 ----"7 } 4 6)h- 4.DILill �'A oR o co A [ 4 O 6 g 7 r cv A T ' © L 4 ' A6.4 B l \ o '- Q-, B ` r` r D B _ _1� i � � 8 A6.4 O [.. � ` fes T c �i J , r w ( 1 r, -- 6)----- 1 ' - -,, 2 /k L±J 0 - a � z NOTE: EXISTING FIXTURES TO REMAIN- o Lu o eL NOTE: EXISTING FIXTURES TO REMAIN. NEW FINISHES TO FLOORS AND LI Q NOTE: EXISTING FIXTURES TO REMAIN. NEW FINISHES TO FLOORS AND WALLS. NEW WALL MOUNTED o CC Z o NEW FINISHES TO FLOORS AND WALLS. NEW WALL MOUNTED A ACCESSORIES. a d WALLS. NEW WALL MOUNTED ACCESSORIES. m ACCESSORIES. --- c6-i TOILET ROOM 107 2 TOILET ROOM 106 3 TOILET ROOM 111/ TOILET ROOM 116 SM. 41 WINE STORAGE 103 . 1/4" = 1'-0" • 6. ' 1/4" = 1'-0" • 6.'. 1/4" = i'-o" 6.) 1/4" = 1'-0" 00 . • - . ..• . • .. 0 . . . . .. • . .• • . . • 2": woongsmum :4111 m gyR1111 omp .. o0 r • . . 11 mmmmmur__________ • momm millout lilt !:1; t::-41E'ff'2ufffKIE4ga-177iTaFF 111, •---. 0 --------------------------_-___________. d ';::-::-::-:1"---iiiii-P"121,0--;:-EWSPI ining.M_ __EtEE-E-_E.E.-EE-aagg III : - - ft - -- - - - - - - - -- - - -- -- =- -! §:-11 0 - _--- =- _ ,i_.,,_:,_•_.:::::::_.:,,_:,_:::_:_,_:_,___,- ---- --- ------------=- -- � :��mac-=:�, • • •.. . ,, 0 71 ---� ------------------------�- -= _- ------------------ ---- - --------------- - -- CIA H URE -- --- ----- ---- II . • . �i_��r �� ■�V 1 _. _ ,I•■■■■RL.. � ii JimmiNii�� I llllllll mm1111111Illim Ell ENGINEERING A B A B A B A B z PLANNING co Q a INTERIORS �� 1 1 1 LANDSCAPE • 1 / . •• / 15895 SW 72ND AVE SUITE 200 / / // O PORTLAND. OREGON 97224 / / / 5 • • / / / TEL 5 0 3 2 2 6 1 2 8 5 / / ® / Ai F A K 5 D 3 2 2 6 1 6 7 0 / • • ' / / / _ _ __F-R:-W.-41-Tit iNER:EEEEEEEEE:SEEEME-Y:EE.}.n' 0 O O 0--- ,.._2o / / WWW . CIDAINC . COM \ ____...-4- Bk ik,.,.7:::.' 41,Et:-:-:.-:.7,---:-.:-:,- :§ftE:E:::::::E:::::::::::±::::::::::::::-:-:-:-:-:.-'....i ( 111.::::::±7:2:31-TE \ if:K.:_;:ir . n ::_,:ii-,:;:-:-_-__;-:-...:;::„_.„ -------- ,-, ..::::::,:_::_::::„..............„:::::::::::::::::::::::= 1,,. \, _::_..:::::::,— . . . \ -:::::::.______,„... -, :_:_:_„:„,,F:::::,:,,=:;:=_:_;_:_;_,_;_.,_;_:,::::, j.: .„_,_:_:_:_____________:„..„ ______________ _K:E:E.E....E,E,Ka..,„:„........„,:,E,E:EEE:„,:,:::::„„, . RE.,m,„:„±„,,,_. 0 • • , ______,________ • . .:_„...-_,_„:„±„.,...,..., 40:::::::::,:::_,_:_:_:_x_._:_„,:,:„:,:_. „...„.„,....:_:„..:„.... _:_:..,_,_•,_:_,_„::„.„,:.„:„..:„._.:_„.:_:_,_____:„., ____ „E.:E. ____________........_......_______________ \ .:--a-Z ,,:-ZH: . • • \ .BERWAkimwr:, 3.12":::i::::::::::::::::::::::::::::::::-H-H-:-x-Alltx-x— -----7-vmco.::-:-:-:-:-:-:-.% -:7:-;-:-.:-----7-:-H-H-H-H-:-H------------:-:-:-:-:-:-:-:-:-:-:-:-.7-:-:-.:-:-:-:- \ H::::::::±::::::::::::::f.±:±KgE 0 3 1 . - '--� alitIIIIIIIIIIIIIIIIIIIII \ Mit _ I IIII1IIfiIIIIIIIIII11111rIII [ i [ Illil ILI C D C D C D C D CO D 0 5 TOILET ROOM 107 s TOILET ROOM 106 TOILET ROOM 111 s WINE STORAGE 103 = • 6.'. 1/4" = 1'-O" 6. 1/4" = 1'-0" 5. 1/4" = 1'-0" 6. 1/4" = 1'-0" CC . CD W Et o Ct N GRAB BAR -- PER ANSI 609 (0 O N NOTE: ALL ACCESSIBLE TOILET WINE STORAGE KEYNOTES w w rn STALLS AND ACCESSORIES GENERAL NOTES w 0 SHALL COMPLY WITH IBC0 SECTION 1109 AND ANSI •� A117.1-2003 CHAPTER 6. 1. ALL CASEWORK ELEVATIONS TO BE APPROVED BY TENANT PRIOR TO FABRICATION p PAINTED GYP. BD. - COLOR BY TENANT _ CD 11141, 4,41 �/� at: SEE PLAN FOR FIXTURE 2. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CC 0 INTERIOR RECITE - SEE A5.1 M 0 CO w PLACEMENT. PARTITIONS AS FABRICATION © 5" RAISED FLOOR i CD INDICATED ON PLAN. 3. EXISTING T.R. FIXTURES TO REMAIN 1- 1 1/4" r0 III --- a Q Z 1 1/2" Wo T.R. W LBRAILINI KEYNOTES 2._ MIRROR M / SEE PLAN / TOILET PARTITION p W-1 PAINTED GYP. BD. 12" MAX. 42" MIN. WHERE INDICATED SOAP DISPENSERiiii N / y / ON PLANS / 36" MIN. .'/ - 39"-41" fli B-5 TILE BASE / GRAB BARS -- PER \ \ . 24" MIN. GRAB BAR -- PER7 PAPER TOWEL 41, WT-1 TO 48" A.F.F. ANSI 604.5.1 MIN ANSI 604.5.2 DISPENSER AND (0 DISPOSAL FLUSH 0 GRAB BAR, ADA COMPLIANT >I FLUSH MOUNTED `_ MOUNTED TO 17" MIN, T.0 T.O. WALL / / 0 MIRROR, BY TENANT TOILET SEAT COVER �__�� 00 - S a' \ WAINSCOT- > 19� MAX. DISPENSER, ALTERNATE I WAINSCOT t a / / WALL MOUNTED SOAP DISPENSER LOCATION \ SEE FINISH SEE FINISH \ 0 SCHEDULE o x SCHEDULE �� ., A . 8" MIN. EXISTING WALL-HUNG LAVATORY AND FAUCET, I 1 Q . �- 6" O ADA COMPLIANT co In ,� ® � LAVATORY TO x,i i 1 0 NOT USED J �. \ "i -I f 'i' CONFORM TO �, E / ' ff,, ;� �, -4o _ E O ADAAG 31,32 z\ O HAND DRYER -- SPEC- AMERICAN STANDARD OR APPROVED EQUAL In I "' z �' a, o N I LAVATORY PIPE N M\ \ 0 EXISTING FLOOR-MOUNTED TOILET, ADA LAI I` o INSULATION :,:i0 rn COMPLIANT �7„-g„ ��. A I / i''v �► r \ ♦ �. A \ \ II TOILET PAPER DISPENSER SURFACE OR FLUSH TOILET PAPER FLUSH VALVE ADA LAVATORY SIDE VIEW INTERIOR DETAILS MOUNTED TOILET SEAT DISPENSER LOCATION, OPEN SIDE OF li 6"-18"j„, 1'-3” MIN. ® SEAT COVER DISPENSER COVER DISPENSER BELOW GRAB BAR -- ROOM OR STALL SEE PLAN SIDE WALL PER ANSI 604.7 REAR WE III) NEW GRAB BAR A6.4 riit HANDICAPPED ACCESSIBLE WATER CLOSET AND GRAB BARS 10 ADA ACCESSIBLE TOILET ROOM DETAILS 160254.01 6. 3/8" = 1'-0" ' 6. ' 3/8" = l'-0" 102800-01 102800-01/02 0 2016 aa, P.C./Clay N.L PoGKTS RESERVED e . ,,,,,„ or- AIER N. HAUTE • yy - -tt - • [ n LI , f Ir- 4 K 11 €I € it3M, It II II if -- r R t • v II I1 L1 11 OF II VV JI II I 1/r O XJ •T O :0 II ii /8.,:1 II I I i i I 1 1 II 11< 11 fl If C73) Ii II`�' `r `n " Ir 1I H 1€ ii O II i R' I I MI ROOF DECK Ii II lI II I1 Ii II it 11 I+ r� I II ==z�---�r----n— --�i--==—ei LI Ii IJ E if NEOPRENE NEOPRENE SLOPE Ya":1' STOP GAP � � \ \ - --. ---- .---- / STOP GAP (-A7:-..-- 61 G7.1 5 8 Alla - _7.) A7.1 A7.1 I 10 -1a" � / 10'-10" / / 11, 0- / � _ __ _ N N O N r'IC�! - ._.- Io N `�' n _ NOTE: CONNECTIONS TO STEEL TUBES AND `� II II I€ 1 = 11 1 1 I I WALL ARE SIMILAR TO CHANNELS - SEE w II ! I '[ s o I 1 i11 1 i 1 5/A6.1 & 6/A6.1 STRUCTURAL 1 I I' I I I I I I I I V/ 11 1 I I W o �� IJ ---- 1---- ----vL--- 1--- 1-- -JI - - -----ter--.-_rr__- _ _'--,r-- rr --n- --ter-- -- a ui V I a = w' 1- I p U LLJ `` 1____L____.--I LJ __L_1-___ 1� 7 I--• 12 1 _F---- ----TI----1r----[T _ T---- A7.1 A7.1 T � L, U 6 5 16'-11" Q I- -A7.1 G- .1 O a z _W ,,,,, 12'-10" (11 / / mr N 0 CANOPIES @BRICK 2 CANOPIES @ STUCCO 311 CANOPY SECTION @ ENTRY 1/4" = 1'-0" 7. 1/4„ = 1'-0" 7 i , 1 = 1'-0„ NEW STRUCTURAL FRAME -- SEE STRUCTURAL NEW STRUCTURAL FRAME - SEE STRUCTURAL STOREFRONT EXISTING STUCCO nill EXISTING STUCCO EXISTING BRICK VENEER BRICK WALL BEYOND — -- r I NEOPRENE STOP GAP NEOPRENE STOP GAP ARCHITECTURE 22 GA FLASHING d NEOPRENE STOP GAP ENGINEERING NEOPRENE STOP GAP I ROOF DECK ROOF DECK NEOPRENE STOP GAP \ 17 f_74.,77ROOF DECK PLANNING ROOF DECK 2„ NEOPRENE STOP GAP SLOPE ":1NEOPRENE2U INTERIORSSLOPE Y�":1' STOP GAP2" NEOPRENE STOP GAP SLOPE Ye":j � .6 ' > LANDSCAPE SLOPE ":1, � 1 ., 15895 SW 72ND AVE SUITE 200 F. 0„ , PORTLAND7.2 , OREGON 97224 k .11111 - `� , TEL : 5 0 3 . 2 2 6 . 1 2 8 5 C-,.• FAX : 5 0 3 . 2 2 6 . 1 6 7 0 rill\ ~ I Ud W W W . C I D A I N C . C O M Ip Ii 5' 's STEEL TUBES AND V CHANNELS - SEE STEEL TUBES AND ” STEEL TUBES AND v _ V STRUCTURAL CHANNELS - SEE STRUCTURAL CHANNELS - SEE STRUCTURAL STEEL TUBES AND W CHANNELS - SEE STRUCTURAL CO D 0 5 CANOPY SECTION @ BRICK s CANOPY SECTION @ BRICK 7 CANOPY SECTION @ STUCCO 8 CANOPY SECTION @ STUCCO . 7. 1" = 1'-a" 7. 1" = i'-o" 7. 1" - '-o" 7. 1" = 1'-0" CC 6 W o Org) N / 24' 1° I�10 / (E) STUCCO O N 11'-6" 7.1 11'-6" Z a- N f :::::::: :: :::AL TPORFING SLOPED RIGID INSULATION d CO fX O Mm Z Q TPO ROOFING METAL DECK c 22 GA FLASHING - PAINT Q a Q i - _ E: 5ULATIoN TO MATCH CANOPY W V CK . CO h - I ♦ T NEOPRENE STOP GAP io N :�..."" .. SLOPE Ya :1 > r!\\ ..******** ,.. —. CO r ESI:ieit I >11. yon i ?E.ox. a:9 I O o I 1, 1 Cv 5 1 , 1 E l _ CANOPY & FENCE - R \ DETAILS V\ A7.1 9 CANOPY 10 I CANOPYri--1 FLASHING @ CANOPY FLASHING @ CANOPY _ 160254.01 7. 1/4" = 1'-0" 7. 1/4" = 1'-0" 7. 3" = 1'-0" e 3" - 1'-0" 0 2016 CIG►, P.C./CIDA ALL RIGHTS RESERVED STRUCTURAL GENERAL NOTES oxIEF STRUCTURAL GENERAL NOTES S��EG IN �fS 4 CODE REINFORCING SPECIAL INSPECTION PROGRAM •, 2014 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2014 i 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED ' OREGON FABRIC PER ASTM A185, WIRE PER ASTM A82. ITEM CONTINUOUS (3) PERIODIC (3) REFERENCED STANARD COMMENTS - 'Pr/ 1N\ DESIGN CRITERIA 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES. s D. GP IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD CONCRETE SOIL BEARING: COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318. 1) INSPECTION OF REINFORCING STEEL, INCLUDING - X ACI 318; 3.5, 7.1-7.7 EXPIRES: 6/30/17 1500 PSF ASSUMED STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN PRESTRESSING TENDONS, AND PLACEMENT. WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN ROOF LOADS: OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF 2) REINFORCING WELDING--SEE STRUCTURAL STEEL - - DEAD = 15 PSF CROSS WIRES PLUS 2 INCHES. SECTION BELOW SNOW: BASE = 25 PSF3) INSPECTION OF ANCHORS CAST IN CONCRETE - X ACI 318: 8.1.3, 21.1.8 GROUND = 10 PSF 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS 4) VERIFYING USE OF REQUIRED DESIGN MIX W - X ACI 318; CH. 4, 5.2-5.4 ROOF PARAMETERS AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE - MAXIMUM ON CENTERS. ALL BARS PER CR51 SPECIFICATIONS AND HANDBOOK, DOWEL ALL 5) AT THE TIME FRESH CONCRETE IS SAMPLED TO X ASTM 0172 CE = 1.0, CT = 1.0, Is = 1.0 VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM 031 PF = 17.5 PSF + DRIFTING, 25 PSF MIN PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARDr n N. SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318: 5.6, 5.8 0 COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. N N WIND LOADS: THE TEMPERATURE OF THE CONCRETE o po N BASIC WIND SPEED (3 SECOND GUST) = 120 MPH 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: 6) INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT X - ACI 318: 5.9, 5.10 ,- c.; EXPOSURE CATEGORY = B . PROPER APPLICATION TECHNIQUES Li qh=21.93PSF CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" - EXPOSED TO EARTH OR WEATHER 7) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X ACI 318: 5.11-5.13 a EARTHQUAKE: #6 OR LARGER 2" TEMPERATURE AND TECHNIQUES 1 SEISMIC PARAMETERS: #5 OR SMALLER 1 1/2" 8) EPDXY ANCHOR PLACEMENT X - PER ICC-ES REPORT FOR ANCHOR Q OCCUPANCY CAT. II COLUMNS (TO TIES) 1 1/2" 9) MECHANICAL ANCHOR PLACEMENT - X PER ICC-ES REPORT FOR ANCHOR D IMPORTANCE FACTOR = 1.0 BEAMS (TO STIRRUPS) 1 1/2" w MAPPED: Ss = 0.961 Si = 0.418 SITE CLASS: D ALL OTHERS PER LATEST EDITION OF ACI 318 .. F- Cr DESIGN: Sos = 0.714, Soi = 0.441 STRUCTURAL STEEL = L SEISMIC DESIGN CATEGORY = D 1) MATERIAL VERIFICATION OF HIGH-STRENGTH us Q FORCE RESISTING SYSTEMS BOLTS, NUTS AND WASHERS o z BUILDING SHELL MIN. REINF, BAR SPLICE LENGTHS IN CONCRETE A. IDENTIFICATION MARKINGS CONFORM TO ASTM - X APPLICABLE ASTM MATERIAL SPECIFICATIONS; cl o z - NORTH SOUTH DIRECTION R OMEGA Co STEEL ORDINARY MOMENT FRAMES 3.5 3 3 ESTABLISHED PER ACI 318 SECTION 12.2 & 12.3. STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A3.4; N m EAST WEST DIRECTION CONSTRUCTION DOCUMENTS AISC LRFD, SECTION A3.3 VI - N STEEL ORDINARY MOMENT FRAMES 3.5 3 3 B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X DESIGN: R = 3.5 BAR SIZE' LAP 2) INSPECTION OF HIGH STRENTH BOLTING SEISMIC RESPONSE COEFFICIENT: Cs = 0.141 GR - A. BEARING-TYPE CONNECTIONS - X AISC LRFD, SECTION M2.5 DESIGN BASE SHEAR AT CANOPY: 2.13K (N-S), 0.86K (E-W) 3) MATERIAL VERIFICATION OF STRUCTURAL STEEL #3 60 22" A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - ' STANDARDS SPECIFIED IN THE APPROVED ASTM A 6 OR ASTM A 568 #4 60 29" CONSTRUCTION DOCUMENTS ' B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS - - ASTM A 6 OR ASTM A 568 05 60 36" 4) MATERIAL VERIFICATION OF WELD FILLER MATERIAL _ NOTES: A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - 1. VALUES SHOWN ABOVE ARE FOR CLEAR COVER OF 1 BAR DIAMETER MINIMUM AND STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A3.6; CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM. WHERE COVER OR BAR SPACING CONSTRUCTION DOCUMENTS AISC LRFD, SECTION A3.5 IS LESS THAN THIS INCREASE LAP LENGTH BY 50 %. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - - 2. NO BUNDLED BARS. 5) INSPECTION OF WELDING - - 3. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. A. STRUCTURAL STEEL FOUNDATION 1) PARTIAL/COMPLETE PENETRATION GROOVE WELDS X - AWS D1.1 REF. NOTE (2 & 5) III 2) MULTIPASS FILLET WELDS X - 1. FOOTINGS TO BEAR ON NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED 3) SINGLE PASS FILLET WELDS > 5/16" X - AWS D1.1 REF. NOTE (2 & 4) PROCTOR METALS 4) SINGLE PASS FILLET WELDS < 5/16" - XLI 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. 5) FLOOR AND DECK WELDS - X AWS D1.3 ARCHITECTURE 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED PROGRAM FOOTNOTES: Ell ENGINEERING OTHERWISE. (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2014 OSSC CHAPTER 17 BY A CERTIFIED PLANNINGU GENERAL 2. STRUCTURAL STEEL BEAMS TO BE ASTM 992, FY=50 KSI, UNLESS NOTED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, INTERIORS OTHERWISE. REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THENOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION LANDSCAPE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 3, TUBES TO BE ASTM A500, FY=46 KSI; PIPES ASTM A501, FY=36 KSI. REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 15895 SW 72ND AVE SUITE 200 THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. PORTLAND, oREcoN 97224 BESTRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE T E L : 5 0 3 . 2 2 6 . 1 2 8 5 ETC.LIMITED V BRACING, SHORINGE SITE LOADS DUE A/ETCONSTRUCTIONALLNO EQUIPMENT, WITH AWS STANDARDS. (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER FAX 5 0 3 2 2 6 i 6 7 0 OBSERVATION VISITS TO THE BY THE SHALL NOT INCLUDE INSPECTION 2014 OSSC 1704.2 OF THE ABOVE ITEMS. 6. ALL STEEL TO HAVE SHOP COAT. www . C I D A I N C . C o M AT ALL TIMES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO (3.) THOE TINUOUS WORK REQUIRIING ALINSPECTION INSPECT ON (2014 OS5CN MNS THAT THECCTOR 1704 3)IAL EPERIODIC ISDSPEC AL THESI INSPECTION MEANS TE OBSERVING THE DRAWINGSDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH FABRICATION. SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING A/E. 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. SPECIAL INSPECTION IS IN COMPLIANCE. 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. W OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. BE USED. 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC (5,) ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. CO STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. HANDBOOK. D (6.) PERIODIC SPECIAL INSPECTION IS ONLY REQUIRED FOR WELDING OF ASTM A 706 REINFORCING STEEL NOT GREATER 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, 11. ALL CONCRETE SCREWS SHALL BE "SIMPSON TITEN-HD" ANCHORS OR APPROVED EQUAL THAN NO.5 USED FOR EMBEDMENTS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS 0 MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS WITH ICC-ES RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. ARE VERIFIED PRIOR TO THE START OF WORK: PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS: AND A VISUAL AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 W/ "HILTI" BRAND HY200 OR INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELDING. I 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR SIMPSON SET-XP ADHESIVE. ALL CHANGES NECESSARY 1F HE CHOOSES AN OPTION AND HE SHALL COORDINATE 13. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED CC . ALL DETAILS. STUDS (NELSON OR EQUIVALENT). ILI Ce 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL 14. ALL EXTERIOR STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED OR STAINLESS U.N.O. STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL & Imm i_ Nt (V GOVERN. 2 co ct N 8, ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW H SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE Z :)OR a_o i� STATE OF OREGON L� W 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL © LIKE CONDITIONS COLD FORMED STEEL FRAMING O 0 0 fr. (0 IX 1. ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED INm SHOP DRAWINGS ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE - Z 0 WITH THE LATEST EDITION OF SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED Z Q SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE. Z 2. STEEL FOR ALL 14 AND 16 GAGE STUDS AND JOISTS, AND FOR ALL DIAGONAL Z W2 o 1. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORSH TENSION STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI. STEEL 2. STEEL DECK FOR ALL 18 AND 20 GAGE STUDS AND JOISTS, AND FOR ALL GAGES OF TRACK, ACCESSORIES AND BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33,000 M PSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHENEVER NOTED ON THE DRAWINGS. ad N 3. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL ♦/� JAMBS, CORNERS, INTERSECTIONS, BEAM BEARINGS AND JOIST BEARINGS. C/O CONCRETE BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE >11 FOLLOWING MINIMUM REQUIREMENTS: 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI FOR NON-BEARING WALLS, PROVIDE BRIDGING AT MID-HEIGHT FOR WALLS SLABS 3000 PSI LESS THAN OR EQUAL TO 10'-0" HIGH, AND 5'-0" 0.0. MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH. FOR BEARING WALLS, PROVIDE 2. CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIOS PER ACI 318 TABLE 5.4 BRIDGING EQUALLY SPACED AT 4'-0" MAXIMUM. IN ADDITION, BRIDGING (PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES). SHALL BE PROVIDED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE THESE MAXIMUMS MAY BE EXCEEDED IF TEST RECORDS PER SECTION 5.3 DRAWINGS, SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING OF ACI 318 (BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE) WHERE NOTED ON THE DRAWINGS. ARE SUBMITTED TO AND APPROVED BY THE ENGINEER. 3. MAXIMUM SLUMP 4" PLUS OR MINUS 1", 4. STEEL STUD WALLS: STEEL STUD WALLS SHALL BE 18 GAGE @I 16" 0.C. UNLESS NOTED OTHERWISE ON 4. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. PLANS. TRACK ANCHOR BOLTS SHALL BE 1/2" DIAMETER PLACED NOT TO EXCEED GENERAL NOTES 5. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH 4'-0" O.C. UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL BE PLACED AT ALL OSSC 2014 SECTION 1704. JAMBS, CORNERS, INTERSECTIONS AND WALL ENDS. ALL BOTTOM TRACKS SHALL HAVE A MINIMUM OF 2 ANCHOR BOLTS. 6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON SOI GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. 5. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE STEEL FRAMING WORK. 7. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. 8. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL 160254.01 BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED © 2016 CICV1, P.C./CIOU1 aa.L mars RESERVE/ AREA DOES NOT EXCEED 400 SQUARE FEET. I I S.taLICTUR4 1 A 51182 I l A S11A2 1 q 1 A 3 ,`10 PROf�r�` - . 51.2 �S1.2 S1.2 ® S1.2 G1Na �4 OPP, (E) HSS10x8x1/2 OPP. (E) HSS1Ox8x1/2 OPP. (E) HSS1Ox8x1/2 (E) HSS1Ox8x1/2 j. , r - I 11111 / //i ' C i ,II V �� f3.> HSS5x3x 1/4 HSS5x3x 1/4ill HSS5x3x 1/4 HS55x3x 1/4 �T/S+ D13 :51:•Ce i T 1 EXPIRES: 6/30/17 AM. ilk / ' ! I i --Z7. -----, t \ \ \ .4- .4- d- \ d- 0 d- \I \ \ x \ \ '.1''- X NI- \ \ \ \ �\ \ \ \ \ \ 5 x x N N I N N r j X x N x N x x u) M N x x x x x \ x x x x x r7 M N N N N N x x N N N N N r N N N N N M x x x x x x x Mj r+j x x x x x x x Lf) N x x x x x x M M x x x x x x x M Mr .N \ N N N N Lf) - v) N \ N N N N N I v7 \ (N N N N N r M N N N N N x U)' (/) Cr) U7 I x x V) U) Vn X o x x (!i X O) v7 CT) Cf7 v7 V) (n (/) (n �j Ln (n 0 V! 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HSS PER PLAN (E) COLUMN L2x2x1/4 CONT. SLOPE PER ARCH. A-A BEYOND II L2x2x1/4 CONT. HSS PER PLAN (E) BRICK VENEER � - - _ _ �1/4� [am-. 1--- r--.' 0 0 0 1/4 I �P. ROOF DECK PER PLAN - (E) HSS7/27-,_ - - - o N SLOPE PER ARCH. --�--J - '` /7 '� N HSS PER PLAN 1/4 PER PLAN1/4 2- 2/ /7PLAN 1/4 > 2-12 > 1/4 V HSS PER PLAN TYP. 1/4 > 2-12 w (E) COLUMNY L2x2x1/4 CONT. 1/4 > 1/4 V CHANNEL PER PLAN CHANNEL PER PLAN �, - V 1/4 V TYP. ` 1/4 V TYP. 1 4 V TYP. ` r-- r - - - TYP. / C J � � � 1/4 V Q g I - 7 - - - - - - - - - - - ' - HSS PER PLAN II /� HSS PER PLAN HSS PER PLAN ' i V CHANNEL PER PLAN, 1- E HSS�I -� - MITER JOINT CORNER UJ o- l ) W U PER PLAN TMP , a Q z 1/4 > 2-12 1/4 ° o 0 1/4 V CSP' DCHANNEL PER PLAN, m B-B MITER JOINT CORNER In N CANOPY AT VENEER SECTION 2 CANOPY SECTION CANOPY AT ENTRY SECTION 4 CANOPY AT ENTRY SECTION • 1" = 1'-0" S1.2 1" = 1'-0" 1„ = 1'-0" _ Si. 1" 1'-0" ROOF DECK PER PLAN P' 1/4 V YSLOPE PER ARCH. CHANNEL PER PLAN, L2x2x1/4 CONT. 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C'� I I > 1/4 V n.P I I MITER JOINT CORNER HSS PER PLAN 1/4 (/ I I :I I II I \ HSS PER PLAN HSS PER PLAN I IR ,, } COLUMN PER PLAN 1/4 COLUMN PER PLAN COLUMN PER PLAN B-B --1 `-� B-B CANOPY DETAILS A-A B-B A-A S1.2 s PATIO COVER BEAM TO COLUMN CONNECTION s PATIO COVER BEAM TO COLUMN CONNECTION 10 +PATIO COVER CANTILEVERED BEAM CONNECTION 11 PATIO COVER BEAM TO BEAM CONNECTION 160254.01 Si 1" = 1'-O" Si 1" - 1'-OT S1.3/ 1" = 1'-0" S1.2/ 1" = 1'-0" ©2016 ODA, P.c./C.Iw All RIGHTS RESERVED PRor GENERAL NOTES `��GtNe, If, A. SEE DRAWINGS E0.2 FOR LUMINAIRE SCHEDULE AND [0.1 FOR SYMBOL tit I 1 {E I (E) I I I LEGEND. ir`, OREGO I 1 4 r' I I B. ALL EXPOSED SURFACE MOUNTED J-BOXES AND CONDUITS TO BE "F��cr Io 146:071 �g��o - o o PAINTED WHITE OR TO MATCH SURROUNDING SURFACE FINISH. R�-y i HO`s . _ -ILF - - AW -_ - 4 � - - - ._...-- - - -- - - - - - - - - - - - - - - - - - - - - - ' ',X1' ' I - I I C. ALL OCCUPANT SENSOR CONTROL DEVICES INSTALLED SHALL EXPIRES: 6/30/17 ICFFI I I I AUTOMATICALLY TURNS OFF LIGHTS WITHIN 20 MINUTES OF ALL 1 112 113 t L 18 OCCUPANTS LEAVING THE SPACE. Date:2017.03.1516:10:00-07'00' I O TYP. 'O I , 1 ri I I I D. CONTRACTOR TO VERIFY ALL DIMMER LOADS AND CONTROL VOLTAGE I (E) 2B-11 . 2B-13. (E) (E) I I PRIOR TO START OF WORK. CONTRACTOR TO VERIFY DIMMER T.R. I 1 CAPABILITY WITH LUMINAIRE MANUFACTURE PRIOR TO INSTALLATION. f [0] a 0 a [01 a I!:IF F t: i i i i 'C' 'C' 'C'. n n1 u11 rnllalnlnl ul it - - - - - - - - - - - _ E. PROVIDE UNSWITCHED BRANCH CIRCUIT TO ALL LUMINAIRES DESIGNATED - - - - - - - _ - .1 _ __ _ ,X. - -- - - -----1---- -- - N! •:' - III 111 ulliirll�„1,11k ill vI I - • I -I- AS A NIGHT LIGHT. 'L' III 7': 11:...a..:1ff::7: I C • I 14 r ,Ai I r ar ► . a Ilif Ili ME qi 04 Q II�I l - �- c c _^ P ��'JAT DININ _� c 1 ,,v, IN a 10 .111111 T N 1 i, :1N[�'�(1' - `�} 'G' 109 4714' ' 1 'p ' � �ll[LII,j 111 Illfllllllfllfll'l I jf140:\,,,______0 c C., -. G 7 RE I_� I C 0 'L` IllkILl'a.:13;1111.111r-[ T.R. pa �, a ;•; a I ;•] a 0a .-___ �O ! - v' I r r . , IC' r r r i1 I ' ix O 111 \ C 'X1 ' C ' C 'C' .+I�'� T.R. I.. '- I H- F- ``' `•.d -11�-' _- 1 11:: - i� w z 28-1 1 . f 0 'J1' I 1 ,� I, 1 1:�lof O o TYP. 4 0 o 0 lisimmI X1T. Ill -- o 1 a z J 0 G o NIaA29o ,X1, R1 O ® O _ �- z m U�K' d 'K' d ,c,o M' M' 1 1 23_, 1. 1 6 �' ! N rt I SHELVES LEDS K WINE ^--1 1 'A1'� �1 •*• 1 O 2B-13. rw1 r r 1 _ a , 'K 'b0 'b� RA r I �`i��) c •• N'A2' r 1 r I ,�03M I �� g TYP. I 1 J J1 IIII `� I III a CO - - 1 t.. 2B-11 . (E) F- 'GI i , 11 RAAT Co, .. i _ , e M.:L.'S] d V • ENGINEERING, INC. "t I 'K' . . -1-,1ji- c 'f(' r , I - I Iillll.r I , r I I • III i 'FI79frakerfne Integrated 8olutf,nb' 1 �M O c O Ulf I #-_�7... ,,, C 1 `� - - - ' - 1 _ _ 9615 S.W.Allen Blvd.,Sucre 107 0 b _ �- - I Rli�¢QR, _ _ _ - _= z..=. -- _ _ Beaverton,Oregon 97005 �� Phone: 503)726-3321 LAI I 'X1� .� �� U �� li � J`�"i �Fi•�ei�Fii�ii�F"a•i wE)A i �� -_-■� '- � r } r } • ( ) '� Fax: n 726-3326rvrcam psi _ IC I_ (�"� I BAR LEDS III_ I IM+►AALALA�7 -- ryry'� C 1 '�(• ® O h �h , I I�K I T 4 HEN iiiEill II ©- r • ContProjest No.: 382.057.001 HEATHER HARRfS __ K' K' ' A2� �i b 'A 1' rd J W , • 1 0 b _ I • 41 # 4 . ijki III 1 a ' ' - 4- ---- -� - I ' I Ii' 'J2' QCr QC QC K4 #I , # QCK, QC }K, h,K ■■ ■ ■■■ .1. iII ■ ■ I' : : Il Ii ;I - -4 � % -- 15 j ,--' b •(401411 �, ,.1114 4 �'J '0 'N' 'I I t. _ r • rr • • •G h DINING JGrl • ' ♦ ♦KrO,K, = WP' I 1 ( ) - •102 ,Kg� Kn � � SQI �QI o � og � -rK, g - FrKog -,Kogo ��K,og 6 © NM_-- _- == == •K' � f J1 0 f f -_' �- -'K' h i U _ XE 4. • X1 1� � �I TYP. He 11-1'e 'H'e 'H'e 'H'e 'H'e e 'Hie NLD OA i orpt `Jt�� .r - r.?.'..1 F r.. I `I I ` "'�►. ' 4 ' QK. ViKrK, ® ® y Y Y Y Y Y R E I L P Ill'KI �� 9 - 15895 Sw 72ND AVE SUITE 200 „ rrr7 r r sriff101 K h9 K �9 K g K 9 K K 9 L -a PORTLAND. OREGON 97224 J,, XE rX. ' TYP. XE I O - rX O - O ^0-- Q ! lik--a. sr ji T E t 5 0 3 2 2 6 1 2 8 5 - _ _ _ _ _ - - 7� _ 4�.�• •p:4 �:� II _ _ _ _ I, �- - - - - - - - X 1 - - -- - - - _- ,'- - ._ -1- , , • FAX A x : 5 0 3 . 2 2 6 . 1 6 7 0 _ 1-1.-.1,- - - I -+ - j! 11 i .. I-. ff IT - --� _1 • • • • . ;,--.J,t, �� ► • W w w C I D A I N C C 0 M 1 , -Fir II It II I . I _ . . if II r I� . • • O - {t) {i) II , , {E) - - (E) (E) _._ ._ . ,, Da Db Dc Dd I I • DeDfDgDh I ,i .U� G i - - - TYP. 20 D 0- - 1I I I - . n . f� NOTES THIS SHEET W 0a SYMBOL SWITCH DESCRIPTION WATTS BRANCH CIRCUITI� N (i'\ FLOOR PLAN - LIGHTING o N Da BAR AREA TYPE 'G' PENDANTS 720W 2B-15. E1.0 SCALE: 3/16"=1'-0" N $Db BARBACK TYPE 'K' 180W 2B-15. NOTES THIS SHEET Li 0 0 1 EXISTING PEDESTRIAN LIGHT POLE TO BE REMOVED AND RETURN TO 12 LOW OUTPUT LEDS UNDER FRONT OF BAR COUNTER. MOUNT LEDS p -- 0 BAR TYPE 'K' GENERAL 270W 2B-15. OWNER. REMOVE BRANCH CIRCUIT FOR LIGHT BACK TO SOURCE. CAP BEHIND LIP AND TOWARDS FRONT OF COUNTER. CONTRACTOR TO StCe DC CONDUIT WATER TIGHT BELOW CONCRETE. PATCH CONCRETE TO MATCH CONCEAL LED DRIVER. COORDINATE LOCATION OF LED DRIVE WITH St CO$ m Dd BAR TYPE 'C'/'K' GENERAL 82W 2B-15. SURROUNDING SURFACE. COUNTER MANUFACTURE PRIOR TO WORK. - Z Q l:O SWITCHED RECEPTACLE MOUNTED HIGH ON WALL FOR STRING LIGHTS. 13 LOW OUTPUT LEDS TO BE RECESSED IN CENTER OF EACH SHELVE. zCr Q Q De SALES TYPE 'H' FLOODS 96W 2B-17. CONTRACTOR TO COORDINATE HEIGHT OF RECEPTACLE WITH DRIVER TO BE CONCEALED BEHIND MOLDING ON TOP OF CABINETRY_ ' ARCHITECTURAL ELEVATION PRIOR TO ROUGH-IN. CONTRACTOR TO COORDINATE LED INSTALLATION WITH CABINET SUPPLIER Z W CD DINING AREA TYPE 'G' PENDANTS 720W 2B-17. PRIOR TO START OF WORK. ❑f 3 REUSE EXISTING STRING LIGHTS THAT ARE APPROXIMATELY 48-FEET LONG M 'K' 180W 2B-17. O WITH 24 LAMPS. MANUFACTURER: PLT. CLEAN AND RELAMP A15 LAMP 14 PROVIDE CHAIN KIT FOR SUSPENDING LUMINAIRE. Dq DINING TYPEGENERAL WITH MEDIUM E26 BASE SOCKETS. O M 15 PROVIDE UNSWITCHED BRANCH CIRCUIT FROM NEAREST LUMINAIRE TO COS N Dh HOST TYPE 'K' GENERAL 105W 2B-17. O4 REUSE EXISTING STRING LIGHTS THAT ARE APPROXIMATELY 30-FEET LONG EXIT SIGN FOR CONTINUOUS BATTERY CHARGING. EXIT SIGN TO OPERATE ❑ EXT. STRING LIGHTS 1200W 2B-24. WITH 15 LAMPS. MANUFACTURER: PLT. CLEAN AND RELAMP A15 LAMP WITH MEDIUM E26 BASE SOCKETS. AT ALL TIMES. CD • - 10 PROVIDE UNSWITCHED BRANCH CIRCUIT FOR EGRESS LIGHTING. LIGHTING >ml EXT. STRING LIGHTS 1200W 2B-26. O MOUNT STRING LIGHTS TO CANOPY. TO OPERATE ONLY DURING LOSS OF BUILDING POWER. OYSTER BAR TYPE 'N' 48W 2B-19. \"/ REPLACE EXISTING LUMINAIRE AND WALL SWITCH WITH NEW IN BATHROOM. 17 PROVIDE WALL MOUNTED OCCUPANCY SENSOR. MANUFACTURER: SENSOR D SWITCH WSD SERIES, OR APPROVED. DINING UNDER COUNTER LEDS 288W 2B-19. O7 EXISTING LUMINAIRE DOES NOT MATCH THE REST OF THE EXTERIOR D LIGHTS. REPLACE WITH BUILDING'S STANDARD LUMINAIRE. 18 LINE INDICATES THE LIGHTING BRANCH CIRCUIT FOR ALL LUMINAIRES WITHIN THE AN AREA. ❑ SHELVING LEDS 96W 2B-19. OS EXISTING EGRESS LIGHT ON NORTH SIDE OF BUILDING. 19 ROUTE ALL BRANCH CIRCUIT FOR SHELVING LEDS THROUGH WALL SHELVING LEDS 384W * 2B-21 . O EXISTING EXTERIOR EGRESS LIGHT FOR TENANT SPACE. CONTRACTOR TO MOUNTED TIME CLOCK. TIME CLOCK TO BE 24 HOUR, MANUAL ON/AUTO D VERIFY SERVICEABILITY, CLEAN AND RELAMP LUMINAIRE. LUMINAIRE TO OFF. MANUFACTURER: INTERMATIC STO1 SERIES OR APPROVED. D BAR - FRONT LEDS 76W 2B-21 . OPERATE DURING LOSS OF BUILDING POWER. COORDINATE PROGRAMMING WITH OWNER. FLOOR PLAN LIGHTING D BAR BACK LEDS 192W 2B-21 . 0, EXISTING COOLER SUPPLIED WITH INTEGRAL LIGHTING AND LIGHTING 20 ALL SLIDE DIMMERS TO HAVE WHITE FINISH. MANUFACTURER: LUTRON CONTROL. NOVA T SERIES OR APPROVED. Eat() * LEDS PROVIDE IN CABINETRY. LOAD INDICATES (4) 96W DRIVERS. BRANCH - HIGH OUTPUT LEDS UNDER BACK OF BAR COUNTER FOR BAR TASK REFERENCE ONLY NOT APPROVED WITH THIS PERMIT CIRCUIT TO BE ROUTED THROUGH AUTOMATIC OFF CONTROLS PRIOR TO DIMMER. LIGHTING. PROVIDE (2) 96W DRIVERS. 160254.01 © 2018 Cat P.C./DAA NJ. IE9{IS RESEM iiii I GENERAL NOTES 0(E) PANEL 2A I A. SEE DRAWING EO.1 FOR SYMBOL LEGEND. �`\(0 ROF`S/O I • ? WP I B. SEE DRAWING E0.3 FOR ELECTRICAL SCHEDULES. 4. 3 / ti I I I , /� / N� I C. CONTRACTOR TO PROVIDE J-BOX AND CONDUIT ONLY FOR ALL CATV, r1,4 OREco ?' I o (10 SPEAKERS, CAMERAS, KEYPADS AND DATA DEVICES. ROUTE 1 " CONDUIT Co _ - - _ _ -1- _ _ _ _ . . - I i I - _ - _ _ __ - _ - _ - _ _ - _ _ _ _ _ - _ _ 1- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UP WALL FROM J-BOX TO ACCESSIBLE BUILDING VOID SPACE ABOVE '`''',e,RFY?0,HC3 P``.) PANEL '4K' I SUSPENDED CEILING. �v I Q i� 7ELCd 5III 0 C -I itio © 2A-1 EXP I RES: 6/30/17 OFFICE ® D. LOW VOLTAGE CABLING, DEVICES AND COVER PLATE BY OWNERS I.T. BOAR \_:_'' t WP ` Date:2017.03.15 16:08:55-07'00' I 11 12 I k 1 1 3 i I REPRESENTATIVE. CONTRACTOR TO VERIFY ALL LOCATIONS WITH OWNER PRIOR TO ROUGH-IN. I / '- .� I 2A-1 . N �' E. MATCH EXISTING FIRE ALARM DEVICE FINISH. �2A-17. I _ (W2H) 2A-3. T. ® E) A I 70 71 (E) F. VOLTAGE DROP CALCULATIONS FROM EXISTING FIRE ALARM CONTROL 0 = PANEL TO ALL NEW FIRE ALARM DEVICES ARE TO BE PROVIDED AT THE (E) AB VE RESTROOMS Ill 2A-17. Maid- b V II COMPLETION OF WORK OR AS REQUESTED BY THE FIRE MARSHAL. - - - - ._L_ - - O - - - - I - - (G) S3' - - - - - - - - - - -- - - - - - - - - - - - - y ... N - X IIIII�IIIIN Ilu■■IIII IIII ..fir. . . ..r. . . .till- - - - - - - - - - - - - - - - - G. PER n f _� 1IIIIIIIIIIIIIIII ;.�-•.■■■.„■,,,■�„� ALL RECEPTACLES IN CUSTOMER AREA OF RESTAURANT TO BE TAM N Q T 0 - _ --•"• ••- A { RESISTANCE FOR CHILD SAFETY. II - 2A-17. 2B-14,16,18,20. I N ll 1 TYP. �� f H. CONTRACTOR TO RETAIN WALL AND CEILING FIRE RATINGS BY PROVIDING ``1 GFI Inn �r II.■ (` J� F CAN WiMil FIRE RATED SEALANT OR BLANKETS IN PENETRATIONS. /= -- -, I O I PANEL '2K' tog I. SEE DRAWING E0.3 FOR ELECTRICAL KITCHEN EQUIPMENT SCHEDULE. ` U 2A-3 I I AilhA ° m.nnuw.nnuxunnnunuuunmuuuuxiuuuw: E,I J - trj I GFI --- © (E) 1� 0 IIIillilllllll#1111111lIIIiiIIli111lIIIIIIII!llillllllll -- O IIN111111111111111111111 1111111111111111111111111111 ---= i=_-_-.---.---- - "' rl' ONROOF 0@1 - IIIIIIIIIIIrIItIIIIIIIIIuIIIIIIIIIIIII1111HIIIIIIII1IIIIIuIII'. I U :® r O 10 'TK' 4 2A-17. o ° r �. _== o1 LLI 0 I Iiiiiiiiiii 1 m ° ° C$4�l lli �• - _ :--M-- 7=---. p W CN\ I u.nn.•nuunnuuuuu.uwu : °w z CO JJ II F 26-9. _E=IiUUIlIII*I IIIIIIIIIIIIII III CO U 2A 3. 2A-17. "2B-9° �. v GFI =-=f1IIIIIIlI1Ill�llllIIIIIIIIIII,II1 0 - ,r, Ill -,.........., , ,,, „.,. .,!. ,. I - ` •- T 1 Y 111P1 2A-19�I - , mk (N) 1 B-� i GFI v II II tiIF e 0 0 I 4 ON ROOF ° ° ° II 0 I{ I 2A-i 9. I i 1 ENGINEERING, INC. 2A-21. $ a i 'Iwngrneerrng Int6e8tmI Solutlone' -- WI fi6 i I ff I 9615 S.W.Allen Blvd.,Suite 107 { 1 - � I 14I I Beaverton•Oregon 97Q05 ii II II I I Phone: (503)726-3321 �--� 0 Fax: (503)726-3326 �� • E-mail: rweng@rweng.com --) ,I-II Project No.: 382.057.001 WP© I 111 ll Tj �� -I Contact HEATHER HARRIS S S L- -J J �' 1 - - - 61,4 60 -� 6 2B-7.0 2A 21 . -El I 111111111111110111..1111111E 11111111111111111111111111L11FII�IIIIIMM..I: (E) IE. I14 - -�21� © 43. - -I , - I ! PANEL Al‘. , !IIIIIIIIIIIIIIIIIIIIIIIIII VIII■III IIIIII ,1 . .. -■ M.?" . ''2B'- - - 0 {E} _ _ _ _ 4 _ _ _ - _ _ -11,E._._ _ _ _ _ _ - 1 mi"ulouuunrunurmummuilu1M1110r.u.l. �aww��'�ir J �7 - - - - 1 - - - - - - - - - - -rte - - - - - F - -r- - - - - - - - - - ... - - - 's - - f� i rr _.. �_ I�I E3 ICC11 ' - - y o to ' ',' 2A-15. ® rON ROOF T - . _. Maw:***. �k- �� Itt_ WP, la4 G 1 _ W: ; ; : :00 ® 1MIo c O6) J , _ . 2A-15.0 2A-15.0 I I;;;I 1 1 r M iii'I,, ,iiiii CAN Idd.i IIIJd Mild Idd 94 I I y 108 O �� If I 2A-5.0 II 111 / \ / \ / \ / \ Illk A 0 2B--1 . ., , _loo .. (92� I L___ C,1 :..,:.,....: © 2A-5. 7 I �In �1■ 2B-7. �,.2A-7. O I 111111MIMIN�l-�-� _ P� ' - - • NUMMI - 15895 SW 72ND AVE SUITE 200 X17 mil .. i0� EMI � ' PORTLAND, OREGON 97224 CT3D r 1 . III of LL... --- wrr- __ -- - € -. .w...r...... - 4,.. . TEL : 5 0 3 . Z 2 8 . 1 2 B 5 \ / \ / I .I•I n i ___,r) .__ _,_ hili ih� .1 a WP FAX 5 0 3 2 2 B 1 6 7 0 rrrrrrry I Il��lrl:lp I ® 291 © 38 © 39.1 I I I J I a 1- 11 Emu WWW . CIDAI NC . Coto I:::IIi1 GO I,i,i,iaa,i,i ,i I I I I I I;rn;,;l;n i ,.......,1.1.... 1. I I / ` / 4 / ` 2B-7. 26-7. 1.1 0 I I CC-1/14I -C31) -(37) 39 2B-1 . 4O 1 I C15� - 0 IWM N WP 10 1 1 - \.. A / \ ._ __,' 0liEr-11 O 2B-30. •• W - ____ -_`= I Il, CAN ` / ` / I I r- (/) II 0 I I I I I ' I I I= I I `I I It of I II of II 11 II 11I II 1 1 2B-28. _ I 1 a ' + 2A-7.0 1 2B-1.C)- CC 6 Ini► T 2A-7. °2A-13 _ _ O 2A-13. _ _ _ _ O2A-13._ _ _ 2A-7. _ _ - - - - �~1�- - - 4� , - - 111!R 2B-3. - - - - y- - - - 2 -3.- lo- - -ol - - 11.13-3_4Q II - I, - - 2B-' j �- �_ _ _ - - - 11E1 .. W ct - - - - - - 1 - I I off -I T IP 1 t r..- - d- I o I I I _1-- %Hi � C 1 ^I Ii I{ I'- _�! I _r�-II r I i I( -, 11 -i ii i]_,--__Ii_.-_[ ■ WP j � fl/ N ¶ WPWP M I • j T I I I I h 1 ' 1 I 1; I I I I I I, I , w W a) ., , I 0I 1 0 I I 0 Ir . I 1 L I _1 L 4 Li Qo w ► I I I I I > ct 1 1 I I I II f I I I i i o - 0 I L. ' L J L J J IZ CD CK Z CO Q I I - < >- Ct 26y I - Z Q W W `� CD 1 NOTES THIS SHEET w �- � 1 SHOW WINDOW RECEPTACLES INSTALLED ABOVE WINDOW. 10 EXISTING TRANSFORMER TO BE RELOCATED TO THIS LOCATION OVER O RESTROOMS. VERIFY WITH STRUCTURAL PRIOR TO START OF WORK FOR M 02 CAN, FIELD VERIFY MOUNTING HEIGHT WITH ARCHITECTURAL AND EXACT LOCATION. SEE DETAIL 1/E3.0. 06 N ELEVATIONS PRIOR TO ROUGH-IN. i FLOOR PLAN POWER & SIGNAL 11 EXISTING CONDUITS ROUTED AT BOTTOM OF ROOF STRUCTURE. E2.0 SCALE: 1/4" = 1 '-O" O (1) GENERAL KITCHEN OUTLET, 120V. CONDUITS SOURCE AT TENANT METER CENTER IS APPROXIMATELY CO 80-FEET AWAY. O (2) POWER RECEPTACLES. (1) FOR GENERAL USE, (1) FOR PRINTER. (1) >m TELEPHONE/DATA OUTLET FOR PRINTER. 12 INTERCEPT EXISTING CONDUIT, EXTEND TO PANEL 4K. SEE DETAIL 1/E3.0. Q O EXTEND INCOMING TELCO/CAN CONDUITS TO NEW TELCO BACKBOARD LOCATION. PROVIDE 6'x3'x0.75" FIRE RATED BACKBOARD WITH (1) #6 13 EXISTING LOCATION OF TRANSFORMER THAT IS TO BE RELOCATED OVER COPPER SERVICE GROUND. PAINT TO MATCH WALL FINISH. RESTROOM. O PROVIDE LABEL ON TRANSFORMER THAT READS: "DISCONNECT LOCATED IN 14 LNTYPEWORKING CLEARANCE IPANEL 4K, WHICH IS LOCATED IN THE SALES OFFICE." CONTRACTOR RICAL EQUIPMENT. AREA TO BE CLEAR AT ALL TIMES PER NEC SHALL PROVIDE PROVISIONS FOR LOCKING-OUT FEEDING CB PANEL 4K. 110.26. (2) POWER RECEPTACLES. (1) FOR PRINTER, (1) FOR REGISTER. (1) 15 EXISTING WALK-IN COOLER. EXTEND BRANCH CIRCUITS TO ELECTRICAL FLOOR PLAN POWER & TELEPHONE/DATA OUTLET FOR PRINTER AND REGISTER. PANEL '2B'. SIGNAL 0-3) 16 PROVIDE POWER FOR EXTERIOR GAS HEATER IGNITER. VERIFY ELECTRICAL 0"/ (1) POS POWER OUTLET, 120V. REQUIREMENTS FOR UNIT HEATER WITH MANUFACTURER PRIOR TO O ■ ( � ROUGH-IN. REFERENCE ONLY 9 DEMOLISH ELECTRICAL PANEL IN THIS LOCATION. EXTEND BRANCH CIRCUIT PROVIDING POWER TO RTU BACK TO NEW PANEL 4K IN THE NOT APPROVED WITH THIS PERMIT 160254.01 OFFICE. ©2016 CIM p.c./cat ALL Naffs RESERVED (0 PRor `i 1 5 3 ELECTRICAL KITCHEN EQUIPMENT SCHEDULE FEEDER SCHEDULE V'1 �OREGO ` ITEM NO EQUIPMENT CONNECTION ELECTRICAL BRANCH "�,�. zr 10 tiggc 40 rb QUANTITY CATEGORY MFR MODEL REMARKS VOLTAGE PHASE AMPS CYCLE HP KW TYPE NEMA CONNECTION FEEDER CIRCUIT �R£ 0�� HEIGHT TAG DESCRIPTION r 1. H 2 2 1 UP LAST EXHAUSTFAN EXHAUSTNOPY HOOD CUSTOM EF-1 208 3 4 60 2 DIRECT V 203 2K-3 5,7. 202 (2) #12 CU THWN, (1 ) #12 CU GND., IN 1 /2"C. EXPIRES: 6/30/17 2.3 1 UNTEMPERED MAKE UP AIR CUSTOM MAU-1 _ 208 3 60 1.5 DIRECT 203 2K-9,11,13. Date:2017.02.1714:14:23-0800• 6 1REACH-IN FREEZER CONTINENTAL REFRIGERATOR 1F 115 1 6.3 60 _ 1/3 CORD & PLUG 5-15P 80 202 2K-54. 203 (3) #12 CU THWN, (1 ) #12 CU GND., IN 3/4"C. 14 1 r EQUIPMENT STAND, REFRIGERATED BASE CONTINENTALAL REFRIGERATOR 4NTINENTAL REFRIGERATOR _ L916 ENERGIZED BY #14 115 1 6.1 60 1/4 CORD 60 1/4 5-15P 12 202 2K-53. 302 (2) #10 CU THWN, (1 ) #10 CU GND,, IN 3/4"C. 21 1 6 EQUIPMENT STAND, REFRIGERATED BASE 1 CONTINENTAL REFRIGERATOR 4-9161ENERGIZED BY #21 115 1 6.1 600 1/4 CORD & PLUG 5-15P 12 _ 202 2K-59. 402 (2) #8 CU THWN, (1 ) #10 CU GND., IN 3/4"C. 22 WORKTOP FREEZER CONTINENTAL REFRIGERATOR CONTINENTAL REFRIGERATOR S4-916D 115 1 ENERGIZED BY #22 115 1 5.8 60 60 1/3 CORD & PLUG v 5-15P 12 202 2K_60.1 504 (4) #8 Cu THWN, (1 ) #10 CU GND., IN 3/4"C. 27 1 MEGA TOP SANDWICH / SALAD PREPARATION REFRIGERATOR CONTINENTAL REFRIGERATOR SW60-24M-FB 115 _ 1 6.6 60 1/4 CORD & PLUG 5-15P 12 202 2K-23. ,� n 1 CONTINENTAL REFRIGERATOR 4-916 ENERGIZED BY #27 115 1 60 - - 704 (4) _#4 CU THWN, (1 ) #10 CU GND., IN 1 .25 C. 29 1 DISPLAY CASE, DELI SEAFOOD / POULTRY MVP GROUP KFM-SF-40-S 115 1 , 14.8 , 60 _ CORD & PLUG 5-15P 12 202 2K-25. c 31 1 ICE FLAKER WITH BIN MANITOWOC RF-0644A 115 1 13.5 60 1 CORD & PLUG 5-15P 12 202 2K-27. 1004 (4) #3 CU THWN, (1 ) #8 CU GND., IN 1 .25"C. o N SPARE NUMBER _ 1253 (3) #1 CU THWN, (1 ) #6 CU GND., IN 1 .50"C. N GSW USA WT-PB30188 37 1 MEGA TOP SANDWICH / SALAD PREPARATION REFRIGERATOR CONTINENTAL REFRIGERATOR SW60-24M--FB-D 115 1 6.6 60 1/4 CORD & PLUG 5-15P 12 202 2K-29. E 1 CONTINENTAL REFRIGERATOR 4-916 ENERGIZED BY #37 115 1 60 - - 2504 (4) #250 CU THWN, (1) #4 CU GND., IN 2.50"C. c 37.1 1 HEAT LAMP HATCO GRAIH-60 120 _ 1 15 60 - 1.4 DIRECT 64 202 2K-2. _ J 38 1 _ HOT FOOD SERVING COUNTER DUKE E303SW 120 1 18.8 60 2.25 CORD & PLUG L5-30P 12 302 2K-4. ; 39 1 MEGA TOP SANDWICH / SALAD PREPARATION REFRIGERATOR CONTINENTAL REFRIGERATOR SW60-24M-FB __ 1 6.6 60 1/4 CORD & PLUG 5-15P 12 202 2K-6. I 1 CONTINENTAL REFRIGERATOR 4-916 y ENERGIZED BY #39 115 1 60 - - M 39.1 1 HEAT LAMP HATCO GRAIH-60 120 1 15 60 1.4 DIRECT 64 202 2K-8. Q o LLI 43 1 BACKBAR COOLER, FRONT BREATHING CONTINENTAL REFRIGERATOR BBC69-GD 115 1 - 10.3 60 1/3 CORD & PLUG 5-15P 12 202 2K-10. 1- a 0 61 60 COFFEE ICED MAKER _ i 20 1 120 1 114 60 CORD ONLY 48 _ 202 2K-16. GENERAL NOTES 0 66 1 ICE CUBER MANITOWOC IY-1106A 208-230 1 13.0 60 DIRECT 48 202 2K-18. A. SEE DRAWING E3.0 FOR ELECTRICAL ONE-LINE DIAGRAM. w co 70 1 CONVECTION OVEN MOFFAT E33D5/2 _ _ 5.8 402 2K-20,22. C,, . 1 _ MOFFAT E33D5/2 - - - B. SEE DRAWING E2.0 FOR LOCATION OF KITCHEN EQUIPMENT ON FLOOR 1 MOFFAT 208 1 27.8 60 5.8 24 402 2K-26,28. PLAN 71 1 REACH-IN FREEZER CONTINENTAL REFRIGERATOR 2F 115 1 9.8 60 _ 1/2 CORD & PLUG 5-15P ' 80 202 2K-30. 84 1 DISHWASHER, DOOR TYPE MEIKO DV 80.2 208-230 3 54.8 60 1 DIRECT 24 704 2K-32,34,36. RA Ai 92 1 DRAFT BEER COOLER, FRONT BREATHING CONTINENTAL REFRIGERATOR KC59 115 _ 1 9.6 60 1/3 CORD & PLUG 5-15P 18 202 2K-31. 1 CONTINENTAL REFRIGERATOR 4-916 ENERGIZED BY #92 115 1 60 - ENGINEERING, INC. 93 1 DRAFT BEER COOLER, FRONT BREATHING - CONTINENTAL REFRIGERATOR KC59 115 1 9.6 60 1/3 CORD & PLUG 5-15P 18 202 2K-65. ner+gtn Mg Misstated SlutIone 1 CONTINENTAL REFRIGERATOR 4-916 ENERGIZED BY #93 115 1 60 _ V 9615 S.W.Allen Blvd.,Suite 107 94 1 CONTINENTAL REFRIGERATOR BBC59S-SGD 115 1 9.6 60 1/3 CORD & PLUG 5-15P 18 202 2K-35. Beaverton,Oregon 97005 Phone: (503)726-3321 106 1 GLASSWASHER MEIKO FV 40.2 G 208-230 3 34.9 60 3/4 CORD ONLY _ 8 504 2K-37,39,41. Fax: (503)726-3326 108 1 BACKBAR COOLER, FRONT BREATHING BBC50S-SGD 115 1 9.6 60 113 CORD & PLUG 5-15P 12 _ 202 2K-43. E-mail: rweng@rweng.com Project No.: 382.057.001 115 1 GLASSWASHER MEIKO FV 40.2 G 208-230 _ 3 34.9 60 /4 CORD ONLY S 504 2K-45,47,49. Contact: HEATHER HARRIS 1115 IIIII HVAC/PLUMBING EQUIPMENT CONNECTION SCHEDULEU TAG DESCRIPTION LOAD VOLT/PH CIRCUIT DISCONNECT FEEDER NOTES 15895 SW 72ND AVE SUITE 200 Ala CONDENSING UNIT 7 MCA 208V, 1 2A-8,1O. 30AS, 15AF, 1P 203 1. PORTLAND, OREGON 97224 W TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 AC FAN COIL 1A 208V, 1 CU--1 MANUAL SWITCH 203 1 ,2. Www . c l D A l N c . c o Al MW ® v EXISTING WATER HEATER - IGNITOR 1A 120V, 1 2A-12. MANUAL SWITCH 202 1 . ® EXISTING WATER HEATER - IGNITOR 1A 120V, 1 2B-22. MANUAL SWITCH 202 1 . UJ v COp NOTE: 0 1 . EQUIPMENT CONTROLLED BY MECHANICAL. I 2. CONTRACTOR TO PROVIDE AND INSTALL CIRCUIT FROM CU-1 TO FC-1 . • CC 0 W 0 N `` (� p N li ›- Cl- N LJ Cil W Qo � o 0 0 cT CO CC 2 Z m 0 Z Q Q z III 0 Lu 1- NO M O CD ›- li< REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ELECTRICAL SCHEDULES EO.3 160254.01 ©2016 Ca P.C./CID1 ALL FIGHTS WEND GENERAL NOTES 5�`�� lP��Ffsio Lir , . .... it i --- A. SEE DRAWINGS E0.2 FOR LUMINAIRE SCHEDULE AND E0.1 FOR SYMBOL ,F /I LEGEND. ti EOREGO I (E) 1 ' 4I j Y ' I I B. ALL EXPOSED SURFACE MOUNTED J-BOXES AND CONDUITS TO BE "F,� cr�o,�gc O II o (10 PAINTED WHITE OR TO MATCH SURROUNDING SURFACE FINISH. FR�.Y i H4�P4 - -B 'X1' I 1 I C. ALL OCCUPANT SENSOR CONTROL DEVICES INSTALLED SHALL EXPIRES: 6/30/17 AUTOMATICALLY TURNS OFF LIGHTS WITHIN 20 MINUTES OF ALL G a NEDate:2017.02.1714:14:37-08'00' C' 'C' 1$ OCCUPANTS LEAVING THE SPACE. 0 TYP. 7)1$0 I D. CONTRACTOR TO VERIFY ALL DIMMER LOADS AND CONTROL VOLTAGE (E) 2B--11 . 2B-13. (E) (E) I ' PRIOR TO START OF WORK. CONTRACTOR TO VERIFY DIMMER C<a .0a 4 CAPABILITY WITH LUMINAIRE MANUFACTURE PRIOR TO INSTALLATION. O L} • ICI r^1 'f`' I ' 'E I L _ _ - - _ E. PROVIDE UNSWITCHED BRANCH CIRCUIT TO ALL LUMINAIRES DESIGNATED - - - - 6 - _ - - - - `►:,` ,X, 1..._ I X.�t.:S AI _ Ii 1.11 IIF �.II•`� -i- AS A NIGHT LIGHT. d . 1 = ' I• B' : _ _ , Al Al 11 �_ C rF r, �� a �� a rj a a III N E, Eil a �� L.A a I .J .J �Ya,`a , 1 Mil I N Cr 'C' r . / r 'c' d 1 - - 1 .� P1IVAT= DININ� ...� CV r , G 109 a ��,,,,,,.�,,,,,��i,,.:wt It 1 'G' iiiiiiiiiiiiitli 111811lllfllilll IUI► 1 I b I ✓ b RE n� ,nlllllnlhpifu�� o IIF:10111111,,_____ .—:•T- T. R. 0 ,.o Mil . . toIi • - - a r` a r�` a .�, a .�, a1 - Q� a ,�i I J0 a CX 6 X1 _i�' I ' i=m d O . • -ti• I -� L,.., in,C. A2 j ( • = w (9'J 1 r a 11 L i o a Li, ct U . r'. . . p� 6IL_i_. ,,L_ 17 TYP. Q Q z2B 11 . (-� t, O/I 'XI' , r , - - I,, , I F� a e r O pImo -- -- I ia2 pi r , O C o A 2 I i. • ►- J. _ .....i =K,0 ® =V=� 6 aQ Mr =M, I I a ^�1 2 l . �� KIll(II _ R SHELVES LEDS I WANE ^ I, ; 'A1 ' , O2B-13.K ,KIIl 5,x.7�A r.• �, a0 bQ bQ V c' 0 • O c • LA021ril '- 'J 'J1' - A�1 �! ✓ IQTYP. iRANn �I c 1I 'a I, ja 1B-1 1 . (E) -- O ni71171F-111111 NL rL& d ( 1 ENGINEERING, INC. r ry -: �01 'I{r I O I I C O ii I ir , , I ' �._ 'Engrnsering integrated 9olutlone' �( . s = �,. _,, 9615 S.W.Allen BNd.,Suite 107 — — — — — — — — — _ —— - 1- — — — — — , ._; - _��, Beaverton.Oregon 97005 A b -A}- - ti , 1► '11•.-e►....11. v - - - - - i�. - - reg K r r irt,J jr�� I �_ GFIL Phone: (503)726-3321 0 o X1 _ errrrw 11 11 11 11 11 I�I� L I *0*1111 'I► N 1 I �. W Fax: (503)726-3326 BAR ZEDS ' - a - ..11 �I ® Oh IFIlirIij ©y r J Psajec!No0 f _i , h, I KITCHEN P — CttERHARRIS ` K K I A2� 1 4 OM, b 'Al' it . J2 ' Al - -�--- - �_ ---- Ira .,'.4 } ..• ro ..::), 1 • 4 *- --4 # 4 - G c OrC, OrCr Or c, h h mum: ■■- �.� _ Ern. ■■ a sumsi DbIr -- � ; .,:.= 1' Or OrK, QKr �iN�lw__ , ■■■■■■■■ g ■■■_t=I _� � ,I, ,,� m. --- ---- ---- rKl t2 4 •I # 4 =-- millj -- _ 04 • 'G' 'J1' p - !J '� - d1 all _ CNINq I I,KI' I;I FA a S S I ,- , # 4 I ' . ' 611 1 , 0/# 4 'N' It or�. 0c7 a�, air O,h, DININGI t I I a__0� �* GFI _ Q b44 •L _ _ 4 K 10-i ,K, g 'Krg 'K• g -,Kg - -rK, g - -• , g1. - 4 �•� WP© _ a�-iv MI[ii}�_s I O - 1 lair1 ya m otayao� rif �`-a} y I 1 , I -=a=r:` n[Kira y t K t I I -__v c v=- l��h;•EM1 Ft.E.k.., - _. _-__ __ J1 Q - 1 1 4 +r1�1 '}^;i: ._ r , I ' , 1 , , ' 'H'e 1 , = 1 ' ' , 'Hie K h /��, ' ,�� 'G' i�, ,G= 'XE' :1 • _::';;''•,. X 1 I H e HH e 'H e H e H e H ea H e NLD -� � � %�i� 4:v 01:1 CO, 1=0,11 KI ® y 7 7 7 7 7 RE • IL ► 0 P `� I III I 15895 SW 72ND AVE SUITE 200 '`av ® 'K' wog 'K' 9 'K' 9 'K' 9 'K' 9 'K',..„9 + IJ1 'XE' X 101 , / O ix-ii ,,,..,'K' Q Q I PORTLAND, OREGON 1 28 97224 = r XE ' • TYP• 'XE U F�- r 0 TEL : 5 0 3 2 2 6 1 2 8 5 I I - 4,i,• 4 1 - - - - - - - X1 - - - - - - -, f FAX : 50 3 2 2 6 1 6 70 - - I - - - - - - - - - _ - ---}H - - - - - - - - - - - - - - 1 - - - - - - - -V - - _ , , _ , WWW . C I D A I N C . C O M --_�I f 7 limy - - [F I II �-�i - - __I• fm � , F 7 I 111 II I�� ,�, -, - I_ 111=11111111 . f 6 ,_ j) ) f,1) „ (E) (E) (E) I I I I I I Da Db Dc Dd I W I Q $De$Df $Dg$Dh I 1 CO 1 - I OU�g G I - - - TYP.� _ ' 14 - 0 1 I I I I I I CC o NOTES THIS SHEET W ix I- SYMBOL SWITCH DESCRIPTION WATTS BRANCH CIRCUIT N i FLOOR PLAN - LIGHTING o N $Da BAR AREA TYPE 'G' PENDANTS 720W 2B-15. E1.0 SCALE: 3/16"=1 '-0" ~ z W Db BARRACK TYPE 'K' 180W 2B-15. NOTES THIS SHEET0 0 W 0 EXISTING PEDESTRIAN LIGHT POLE TO BE REMOVED AND RETURN TO n LOW OUTPUT LEDS UNDER FRONT OF BAR COUNTER. MOUNT LEDS > 0 - BAR TYPE 'K' GENERAL 270W 28-15. OWNER. REMOVE BRANCH CIRCUIT FOR LIGHT BACK TO SOURCE. CAP BEHIND LIP AND TOWARDS FRONT OF COUNTER. CONTRACTOR TO DC CONDUIT WATER TIGHT BELOW CONCRETE. PATCH CONCRETE TO MATCH CONCEAL LED DRIVER. COORDINATE LOCATION OF LED DRIVE WITH I� CO CO ,-DdBAR TYPE 'C'/'K' GENERAL 82W 2B-15. SURROUNDING SURFACE. COUNTER MANUFACTURE PRIOR TO WORK. - Z Q O2 SWITCHED RECEPTACLE MOUNTED HIGH ON WALL FOR STRING LIGHTS. 13 LOW OUTPUT LEDS TO BE RECESSED IN CENTER OF EACH SHELVE. zQ a Q De SALES TYPE 'H' FLOODS 96W 2B-17. CONTRACTOR TO COORDINATE HEIGHT OF RECEPTACLE WITH DRIVER TO BE CONCEALED BEHIND MOLDING ON TOP OF CABINETRY. -4 ARCHITECTURAL ELEVATION PRIOR TO ROUGH-IN. CONTRACTOR TO COORDINATE LED INSTALLATION WITH CABINET SUPPLIER DINING AREA TYPE 'G' PENDANTS 720W 2B-17. PRIOR TO START OF WORK. ► LIWM l- I- - D 3 REUSE EXISTING STRING LIGHTS THAT ARE APPROXIMATELY 48-FEET LONG N) 'K' 180W 2B-17. O WITH 24 LAMPS. MANUFACTURER: PLT. CLEAN AND RELAMP A15 LAMP R. PROVIDE CHAIN KIT FOR SUSPENDING LUMINAIRE. Dg DINING TYPEGENERAL WITH MEDIUM E26 BASE SOCKETS. , N (n PROVIDE UNSWITCHED BRANCH CIRCUIT FROM NEAREST LUMINAIRE TO W Qh HOST Tcel-)-'K' GENERAL 105W 2B-17. I REUSE EXISTING STRING LIGHTS THAT ARE APPROXIMATELY 30-FEET LONG EXIT SIGN FOR CONTINUOUS BATTERY CHARGING, EXIT SIGN TO OPERATE WITH 15 LAMPS. MANUFACTURER: PLT. CLEAN AND RELAMP Al5 LAMP AT ALL TIMES. D EXT. STRING LIGHTS 1200W 2B-24. WITH MEDIUM E26 BASE SOCKETS. CD 16 PROVIDE UNSWITCHED BRANCH CIRCUIT FOR EGRESS LIGHTING. LIGHTING >" EXT. STRING LIGHTS 1200W 2B-26. O MOUNT STRING LIGHTS TO CANOPY. TO OPERATE ONLY DURING LOSS OF BUILDING POWER. D Q OYSTER BAR TYPE 'N' 48W 28 . O6 17-19REPLACE EXISTING LUMINAIRE AND WALL SWITCH WITH NEW IN BATHROOM. PROVIDE WALL MOUNTED OCCUPANCY SENSOR. MANUFACTURER: SENSOR D SWITCH WSD SERIES, OR APPROVED. 7 EXISTING LUMINAIRE DOES NOT MATCH THE REST OF THE EXTERIOR DINING UNDER COUNTER LEDS 288W 2B-19. O LIGHTS. REPLACE WITH BUILDING'S STANDARD LUMINAIRE. C18 LINE INDICATES THE LIGHTING BRANCH CIRCUIT FOR ALL LUMINAIRES D `-' WITHIN THE AN AREA. SD SHELVING LEDS 96W 2B-19. 88 EXISTING EGRESS LIGHT ON NORTH SIDE OF BUILDING. 19 ROUTE ALL BRANCH CIRCUIT FOR SHELVING LEDS THROUGH WALL SHELVING LEDS 384W * 2B-21 . O EXISTING EXTERIOR EGRESS LIGHT FOR TENANT SPACE. CONTRACTOR TO MOUNTED TIME CLOCK. TIME CLOCK TO BE 24 HOUR, MANUAL ON/AUTO D VERIFY SERVICEABILITY, CLEAN AND RELAMP LUMINAIRE. LUMINAIRE TO OFF. MANUFACTURER: INTERMATIC STO1 SERIES OR APPROVED. SD BAR - FRONT LEDS 76W 2B-21 . OPERATE DURING LOSS OF BUILDING POWER. COORDINATE PROGRAMMING WITH OWNER. FLOOR PLAN LIGHTING S10 EXISTING COOLER SUPPLIED WITH INTEGRAL LIGHTING AND LIGHTING 0 ALL SLIDE DIMMERS TO HAVE WHITE FINISH. MANUFACTURER: LUTRON D BAR BACK LEDS 192W 28-21 . CONTROL. NOVA T SERIES OR APPROVED. E1.J * LEDS PROVIDE IN CABINETRY. LOAD INDICATES (4) 96W DRIVERS. BRANCH n HIGH OUTPUT LEDS UNDER BACK OF BAR COUNTER FOR BAR TASK CIRCUIT TO BE ROUTED THROUGH AUTOMATIC OFF CONTROLS PRIOR TO DIMMER. LIGHTING. PROVIDE (2) 96W DRIVERS. REFERENCE ONLY 160254.01 NOT APPROVED WITH THIS PERMIT ©2418 Mk P.C./cam ALL RIG1ir5 RESERVED 1 , GENERAL NOTES _ ___ 1 I 1 A. SEE DRAWING E0.1 FOR SYMBOL LEGEND. c�..��DS Ne�Ff`f0 y WP TELCO O B. SEE DRAWING E0.3 FOR ELECTRICAL SCHEDULES. %4. / ' S BOARD 1 , ' 1I C. CONTRACTOR TO PROVIDE J-BOX AND CONDUIT ONLY FOR ALL CATV, ►-`� /oREGO 1 1� . III o (10 SPEAKERS, CAMERAS, KEYPADS AND DATA DEVICES. ROUTE 1 " CONDUIT `'F`FF CY 10.109'�� -2A Ell 2A-17_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UP WALL FROM J-BOX TO ACCESSIBLE BUILDING VOID SPACE ABOVE _. R �P EY 1. y�0 O 2A-1 . SUSPENDED CEILING. EXPIRES: 6/30/17 `� I / PANEL '4K' /-1 ®� I D. LOW VOLTAGE CABLING, DEVICES AND COVER PLATE BY OWNER'S I.T. I I / j E PANEL 2A . ■ WP I REPRESENTATIVE. CONTRACTOR TO VERIFY ALL LOCATIONS WITH OWNER Date:2017.02.17 15:29:23-08'00' l i 2A-11. �� 3 0 AI ® PRIOR TO ROUGH-IN. I ■tip: (E� 1 E. MATCH EXISTING FIRE ALARM DEVICE FINISH. 2A-3. (E) ABOVE RESTROOMS I 70CP © (E} F. VOLTAGE DROP CALCULATIONS FROM EXISTING FIRE ALARM CONTROL I (E) 'TMS3' r t 1 t= _ PANEL TO ALL NEW FIRE ALARM DEVICES ARE TO BE PROVIDED AT THE ry ` COMPLETION OF WORK OR AS REQUESTED BY THE FIRE MARSHAL. IIIIIIII!liII111111F11111111111N111111111111111111F11111111111� -___-_- r '1' A-17. p-- �" LIS � _ 1 m uuuu�l�lm III III �aumul�llu mll .. . - - - - - ---t- - - -- - - - - - - - �--- - - - - - - - - - - - - - - - - - - - �� 1111111111111111111311111 II�,IIIIIIII,IIIIIIIIII _ - - - - - - - - - - - - - - - - �- 1N N I I IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIII 1:- -------- el Il= G. ALL RECEPTACLES IN CUSTOMER AREA OF RESTAURANT TO BE TAMPER o 0 T 2A-17. _7- - RESISTANCE FOR CHILD SAFETY. o N N,IIII IIIltllll llllll l lllll l llll,IIII IIIIIIIIIilllll. pp 4 ' - - i 2B-14,16,18,20. L. r� N L Fd- 1 I 1 la,_,.. �..... TYP. + 4�1 i 'i H. CONTRACTOR TO RETAIN WALL AND CEILING FIRE RATINGS BY PROVIDING 3 `�' GFI fl CAN \ V I.■_ FIRE RATED SEALANT OR BLANKETS IN PENETRATIONS. w 11, 2A-3. I 0 rimrill �� , , o o PANEL '2K' 15 IMP I. SEE DRAWING E0.3 FOR ELECTRICAL KITCHEN EQUIPMENT SCHEDULE. a 2A-3�� I I RTU ,i,,,,,,,,,. llllliiiiiill!„11111111ilIIliiirni,,,,,,,,,,,iiiiiiii, • _ GFI © (E) 10-SA 0 0 111111111111111111111111111=1111111111111111111111111111 ix il IllllllilllllllllllllllllllllIIIIIIIIflllllllllllllllllll =--- -- 1- O I ON ROOF = 111111EI11111111n,1111111nf1111111111111111111111111111111111111111. I U AD o ® 111 O 'T<' 2A-17. 1� = z w Id ceL)Lij 1 0 0 �� II 0 kirLJI 84 AC _==_ . I' ' vi I ---= IIIItIIII11111F1,111111Htl11111111111i111111111111111111111 II: 1 Id D m !Ill 2B_g '�='lllllllllllllllllllllllllll�lIIIIIIIIIIIIIIIIIIIillll2A 3. 2A-17. II, 2g--gl iGFI �_=_=1111111111111.111111II111 111111111111111111111,111 .-..- =!1111111111IIII1II111111111,IIIIIIIIIIIIIIIIII11111IIIII1111'II'. In N-J- I I I 1Nab MTIM I : ili 11 ' m 0 111 , Q' (N) _1� GFI -� 1 I Ill •= = I 0 I _ • , ON ROOF _ _ I ED I ii I R&M/ A2A-21 . I IP ' 9 III _I ENGINEERING, INC. �I� 'En911naarkl Ilntegrevt.c 9otul�or>a I 66 I I iiimmiN o Beaverton,Oregon 97005 ! III II �I, • . I Phone: (503)726-3321 1 O Fax: (503)726-3326 - 1 �! :kW' E-mail; rweng cQrneng:HARRIS © ___ I ® IContact: HEATHE S wP _ ITS nil 0 0 -_-_ 6 2B-7.o Project No.: 382.057.001 I I I I I I I I I I I I!H I I I I I I I I I I I I IIII I I I I I I I I I I IIIli111111111111111111111 l t� ------_ �� II ; IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �* - . an_ _ E r=.m. i - - IIIIIIIIIIRIIII4n1111111IIIIIIIR IEEE '2B' EMI IIII.III. 15 IlltlllllllEilllllllllllll[lINIIIIIIIIIIII!llllllllllllplllllllllll, u-`-ii- i• 1/ . -. .Inlll•.•_i,. �; -.4mig=tileM memlIC - - =I - - IIM , , II 11 H • • ► ► 11 iiiiiCCN I EMI2A-15. ® 1' 1/' 11' 1/' /►' Il' / III ` � WP i 1'; I� ' GI ni iiiviiwiiwu irai II■II �...�umii m IIiIi mm61106I)1 - --' ' ailll I '''1'1'1 4 L__MN �L. 2A-15.O 2A-15.O I p , 1 111111i1'1''I CAN - P I I i l��l;?�,Iif I - U..94 �� I. �� Ifii�1 p 2B-1 . 1111 92 = =Ili ill 108 Ali �� :. It 2A-5.ofm I SII / / / ,� © -I& Ilhk_ -� 1 Es 4.1 y :,,,:.........,t 0 im,f4„.4 -i-:. r ..... O ■ • ■■■■■■■■ A I ■■■��■■ �MECNMEN 28-7. fif,. 15895 SW 72ND AVE SUITE 200 2AT-7. - •. % 1 I I_�_/::�� _ � �7JIIIIIIINLam jl�:_�-_[_ -� INIIIIII ��-- _-��I `J�L_� r_ _ el _ 1111 _ ■�..�t�l��_■ =', =:,z.,-I■i -_ _� PORTLAND, OREGON 97224 93 _ IC�►I I, il �11i��i1�i�i�ii -`�:�� '�� r E L : 5 o s . 2 2 s . 1 2 a 5 r;l;ll;l ;1;1 J Nowakiili�� II FAX 5 0 3 2 2 6 1 6 7 0 4)} ` / / ` / ` / - I� WP I i,l,l.l.l ,iii III 291 © ® 38 © 39.1 www c I D A 1 N c c o M I;I;lil; �1�, • , i ,la- I / I rl;l;r'v;l - \ / \ ii ■ / 4 39 ril0 � I III •-19. 40 28-1 .0 0� s © it iii II ,I #4)% O O 2B-30 iallilli.m. •1, I��I1�•�I WP111 �p / \ / I 1IIIIIIII[El1 - _ ^ 1 I. Al I 01 CAN ` / ` PF, _.-.-.� 1)111 Lei ==- =-=' _ ►`�� ' rII II II ill. ��► I � O . . 1 - li• - I- N. N. I 1 . ..,.. I 1 I, II II UHII _I„II I II II 11 I 1 I 2B-28. 1 a I 2A-7.O I 2B-1 .€6 1 II� C _2A-7. IP_ - O 2A-13. r 2A-13. 2A-7.AL , 1;�+ 2B I �� ; _3 _ _ B_3O -��. �- - W- - - - A 13 I�� - - - - - �■ _ _ ■■ �i r7I - - MO - I® III f ll - - - 11' _ _ II _ _ , r _ - - -, .. I 1 U 8- 8- - - r■■ t11 �� III 111 (111 �/1 ■ IM c. DWP 1 O ~ 1_1 L.... � �ilill� ' 1��I 11:111ITII'6-1 ___� I F--IIMIWP I, ,I 1 I z I cLo NtNi �� II I I I I I I I I 1-1-1 � W 07 'imimmi •� y • I 1 • I! iI `/�I- I I 1 J J L I-m W .� � � � -� w 0 � II I 1 I I , o p 1 ii lir O 1 11111 I 1 I I I I I I f ' L JI L JI L J - J r. 0 Ct CO Q � 1 I I I li Q Q I 1 --H- - - -= z NOTES THIS SHEET 1Li - , 1- t O SHOW WINDOW RECEPTACLES INSTALLED ABOVE WINDOW. 10 EXISTING TRANSFORMER TO BE RELOCATED TO THIS LOCATION OVER RESTROOMS. VERIFY WITH STRUCTURAL PRIOR TO START OF WORK FOR M n CAN, FIELD VERIFY MOUNTING HEIGHT WITH ARCHITECTURAL AND EXACT LOCATION. SEE DETAIL 1/E3.0. 06 N ELEVATIONS PRIOR TO ROUGH-IN. 11 EXISTING CONDUITS ROUTED AT BOTTOM OF ROOF STRUCTURE. O (1) GENERAL KITCHEN OUTLET, 120V. CONDUITS SOURCE AT TENANT METER CENTER IS APPROXIMATELY CO 80-FEET AWAY. O (2) POWER RECEPTACLES. (1) FOR GENERAL USE, (1) FOR PRINTER. (1) >m TELEPHONE/DATA OUTLET FOR PRINTER. 0 INTERCEPT EXISTING CONDUIT, EXTEND TO PANEL 4K. SEE DETAIL 1/E3.0. Q i FLOOR PLAN POWER & SIGNAL ® EXTEND AINCOMING TELCO/CATV CONDUITS TO NEW TELCO BACKBOARD 13 EXISTING LOCATION OF TRANSFORMER THAT IS TO BE RELOCATED OVER SCALE: 1 4 = 1 -0" OC T 0 PROVIDE 6x3 x0.75 FIRE RATED BACKBOARD WITH (1) #6 O E2.0 / COPPER SERVICE GROUND. PAINT TO MATCH WALL FINISH. RESTROOM. O PROVIDE LABEL ON TRANSFORMER THAT READS: "DISCONNECT LOCATED IN 14 LINE TYPE INDICATES AREA OF WORKING CLEARANCE IN FRONT OF PANEL 4K, WHICH IS LOCATED IN THE SALES OFFICE." CONTRACTOR ELECTRICAL EQUIPMENT. AREA TO BE CLEAR AT ALL TIMES PER NEC SHALL PROVIDE PROVISIONS FOR LOCKING-OUT FEEDING CB PANEL 4K. 110.26. O (2) POWER RECEPTACLES. (1) FOR PRINTER, (1) FOR REGISTER. (1) 15 EXISTL2tu< NNG COOLER. EXTEND BRANCH CIRCUITS TO ELECTRICAL FLOOR PNOWER & 6'. SIGNAL TELEPHONE/DATA OUTLET FOR PRINTER AND REGISTER. 16 PROVIDE POWER FOR EXTERIOR GAS HEATER IGNITER. VERIFY ELECTRICAL Ea 0 O (1) POS POWER OUTLET, 120V. REQUIREMENTS FOR UNIT HEATER WITH MANUFACTURER PRIOR TO ROUGH-IN. O DEMOLISH ELECTRICAL PANEL IN THIS LOCATION. EXTEND BRANCH CIRCUIT PROVIDING POWER TO RTU BACK TO NEW PANEL 4K IN THE REFERENCE ONLY 160254.01 OFFICE. NOT APPROVED WITH THIS PERMIT 0 2418 co& p.c./ca ALL KRIS WOWED ��`��1 NR�eErp GENERAL NOTES ? ... 1 3 A. SEE DRAWING E0.1 FOR SYMBOL LEGEND. P411/ ► � o1�co B. SEE DRAWING E0.3 FOR FEEDER SCHEDULE. `'(',e, 0.10,,9 co F'C'£Y L.\-AQ\l‘P C. SEE DRAWING E3.1 FOR ELECTRICAL PANEL SCHEDULES. EXPIRES: 6/30/17 (E) MDP 1000AMP, 480Y/2770V, 3PH, 4W _ _ _ D. THESE DOCUMENTS ARE BASED ON EXISTING FIELD NOTES. Date:2017.02.1715:27:59-08'00' NEUT. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF WORK. O (E) (E) (E) 1000A BUS .♦ . • I I I R1 HOUSE C)1I MS6 MS1 PGE 10075042(E) SPARE CH 1111 • i °- 125041 - r` N 2504 I R 1 SINJU 250AT/3P a N (E) MS5 M52 PGE 10075041 NOTES THIS SHEET r) N PANEL F 100ASPANEL PANEL SPARE0 n��o I NK 100AF '4MS2' 4H © 100AT 3P 01 TO EXISTING GROUNDING SYSTEM. �� O 3P (E) (E) I ® R101 R102 / I • I MS4 MS3 PGE 10075044 2 EXISTING PANEL TO BE DEMOLISHED. SEE DRAWING E2.0 FOR c o30Ao ] _ (E) RTU o70A0 o(E) o O M 0 a EXISTING PANEL LOCATION. INSTALL NEW PANEL '4K' IN NEW OFFICE. 3P 3P I 250AT/3P 100AT 3P n / PGE 10075043 / r O INTERCEPT AND EXTEND 2.5 CONDUIT ABOVE WEST RESTROOMS ►-- 0 (E) 'TMS2' HOUSE PNL (E) 'TH' i (N) (N) GND. DOWN TO NEW PANEL LOCATION. PROVIDE NEW CONDUCTORS FROM 1- ct 125A (E) 75KVA, NEMA 3R (E) 75KVA, NEMA 3R I I I TENANT METER CENTER TO NEW PANEL '4K'. U a 3P TRANSFORMER TRANSFORMER I I a s 0 250A BUS 'TK' (E) 'TMS3' PRI. 480Y/277V, PRI. 480Y/277V, O INSTALL NEW 250A FEEDER TO PANEL '4K'. VERIFY CIRCUIT 0 a 1253 75KVA, NEMA 3R (E) 75KVA, NEMA 3RJ 3P, 3W. J 3P, 3W. _ BREAKER SIZE AND CAPACITY AT SOURCE OF FEEDER. PROVIDE o z n TRANSFORMER TRANSFORMER SEC. 208Y/120V, SEC. 208Y/120V, •• 250A TRIP DEVICE IN CIRCUIT BREAKER IN TENANT METER CENTER. N m PRI. 480Y/277V, PRI. 480Y/277V, 3P, 4W. '-v-Y"'\<3P, 4W. N -- (NI 3P, 3W. 3P, 3W. (E) O INTERCEPT AND EXTEND CONDUIT AND CONDUCTORS FOR EXISTING (E) SEC. 208Y/120V, SEC. 208Y/120V, ROOF TOP UNIT TO NEW PANEL LOCATION. VERIFY THAT EXISTING 7,i3P, 4W. 3P, 4W. (E) - (E) - CONDUCTORS ARE CODE COMPLIANT. 1/2"C., #6 GND. (E) RAT,f ( ) ENGINEERING, INC. 2045 - E 'Engineering Integrated Solutions' 9615 S.W.Allen Blvd.,Suite 107 Beaverton,Oregon 97005 Phone: (503)726-3321 PANEL PANEL PANEL PANEL PANEL Fax: (503)726-3326 '2K' '2K' • '2A' '2MS2' '2H' E-mail: rweng@rweng.com Project N382.057.001 (N) (N) (E) (E) (E) / / ,. Contact:o HEATHER HARRIS /,..--.\ TO UTILITY TRANSFORMER. - - -- --- (E) - O FEED THRU 0 0- LUGS 100A 3P 250A BUS 250A BUS 200A BUS HOUSE PNL1111:1(ri 1004 f• PANELLI '28' (E) li,,,) 100A BUS 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 WWW . C I D A I N C . C O M BUILDING '2' ONE-LINE DIAGRAM E3.0 NOT TO SCALE LLI D PANEL: '4K' BUS: 250 A DATE: 02/17/17 VOLTAGE: 277 / 480 VOLTS, 3 PHASE, 4 WIRE a LOAD SUMMARY FEEDER: SEE ONE-LINE DIAGRAM MAIN BRKR: 250 A MCB MOUNTING: SURFACE ?` CKT CKT BKR LOAD LOAD LOAD LOAD CKT BKR CKT i PANEL RECEPTACLES MOTOR KITCHEN LIGHTING ELEC. HEAT GENERALIMISC. LARGEST MOTOR TOTAL(VA) NO. CIRCUIT DESCRIPTION AMPS/POLE TYPE VA PHASE VA TYPE AMPS/POLE CIRCUIT DESCRIPTION NO. • 1 ROOF TOP HVAC 30/3 LM 5404 A 24612 S 125/3 TRANSFORMER 'TK' 2 CC Q EXISTING '2A' 8,940 1,456 0 0 0 120 11,700 10,516 3 - - LM 5404 B 23718 S - - 4 EXISTING '2B' 5,100 10,500 0 8,512 900 120 0 25,132 5 - - LM 5404 C 23312 S - - 6 CONNECTED (VA) 14,040 11,956 0 8,512 900 240 11,700 47,348 7 SPACE A A SPACE 8 i_O N CODE FACTOR 10K+50% 100% 80% 125% 100% 125% 125% 9 _SPACE B - SPACE 10 11 SPACE C SPACE 12 0 N CALCULATED (VA) 12,020 11,956 0 10,640 900 300 _ 14,625 50,441 _ 13 SPACE A SPACE 14 Z N 15 SPACE - B SPACE 16 Lv LiJ Cr) TOTAL CONNECTED LOAD 47 KVA 17 _SPACE C SPACE 18 0 ° @2771480V13PH 57.0 AMPS 19 A 20 0 Q 0 21 B 22 23 C _ 24 D.. Co ix CO TOTAL DEMAND LOAD 50 KVA 25 AZ _ 26 Q @277/480V/3PH 60.7 AMPS 27 B - 2$ 29 _ c - 30 a a Q 31 A 32 z W 33 B 34 W 35 C 36 2 , 1- - • __ _ -- 37 A _ 38 r• ) W 39 B 40 41 _ C 42 od N LOAD SUMMARY CONNECTED LOAD NOTES CO PANEL RECEPTACLES MOTOR KITCHEN LIGHTING ELEC. HEAT GENERAL/MISC. LARGEST MOTOR TOTAL(VA) LOAD PER PHASE (VA) A= 30,016 VA 1. B= 29,122 VA >II "4K' 0 0 0 0 0 _ 0 16,212 0 - C= 2$,716 VA 2. '2K' SECTION 1 _ 8,208 5,292 _ 48,254 0 0 0 0 61,754 '2K' SECTION 2 4,464 5,424 0 - 0 0 0 0 9,888 LOAD PER PHASE (AMPS) A= 108.4 A 3. 6= 105.1 A CONNECTED (VA) 12,672 10,716 - 48,254 0 0 0 16,212 87,854 C= 103.7 A 4. CODE FACTOR 10K+50% 100% _. 65% 125% 100% 125% 125% CALCULATED (VA) 11,336 10,716 31,365 0 _ 0 0 20,265 73,682 TOTAL LOAD (KVA) 87.9 KVA 5. _ TOTAL LOAD AMPS 105.7 A TOTAL CONNECTED LOAD 88 KVA ELECTRICAL ONE-LINE @480Y/277V/3PH 105.7 AMPS DIAGRAM REFERENCE ONLY TOTAL DEMAND LOAD 74 KVA NOT APPROVED WITH THIS PERMIT E3.D ©480Y/277V/3PH 88.6 AMPS 160254.01 © 2016 CID& P.C./000A AU.FOGHIS REIGNED &G1N& % ••-. I lt I -'- PANEL: '2K' SECTION 1 BUS: 250 A DATE: 02/17/17 VOLTAGE: 120 / 208 VOLTS, 3 PHASE, 4 WIRE PANEL: '2A' (EXISTING) BUS: 200 A DATE: 02/17/17 VOLTAGE: 120 / 208 VOLTS, 3 PHASE, 4 WIRE 4,4407; V'`�! FEEDER: SEE ONE-LINE DIAGRAM MAIN BRKR: 250 A MCB MOUNTING: SURFACE FEEDER: SEE ONE-LINE DIAGRAM MAIN BRKR: 200 A MOUNTING: SURFACE 0 CKT CKT BKR LOAD LOAD LOAD LOAD CKT BKR CKT CKT CKT BKR LOAD LOAD LOAD LOAD CKT BKR CKT ''''Pe 1' L.tQ�P4- NO. CIRCUIT DESCRIPTION AMPS/POLE TYPE VA PHASE VA TYPE AMPS/POLE CIRCUIT DESCRIPTION NO. NO. CIRCUIT DESCRIPTION AMPS/POLE TYPE VA PHASE VA TYPE AMPS/POLE CIRCUIT DESCRIPTION NO. 1 SPARE 20/1 A 1800 R 2011 37.1: HEAT LAMP 2 1 RECEPTACLES - OFFICE 20/1 R 900 A 3900 LM 50]3 (E) ROOF HVAC 2 EXPIRES: 6/30/17 3 2.2: EF-1, UP BLAST 20/3 M 936 B 2250 K 30/1 38: HOT COUNTER 4 3 RECEPTACLES - BATHROOMS 20/1 R 900 B 3900 LM - - 4 Date:2017.02.17 15:28:43-08'00' 5 - - M 936 C 792 _ K 20/1 39: PREP REFRIDGERATOR 6 5 RECEPTACLES - BAR 20/1 R 900 C 3900 LM - - 6 7 - - M 936 A 1800 _ R 20/1 39.1: HEAT LAMP 8 _ 7 RECEPTACLES - BAR/FRONT 20/1 R 900 A 728 M 15/2 CH-1/FC--1 8 9 2.3: MAU-1 _ 20/3 M 828 B 1236 K 20/1 43: BACKBAR COOLER 10 9 SPARE 20/2 8 728 M - - 10 11 - -- M 828 C _ 1368 R 20/1 60: COFFEE MAKER 12 11 - - C 120 Z 20/1 WH-1 IGNITOR 12 13 - - M 828 A 20/1 SPARE 14 13 RECEPTACLES - WINDOW SIGNAGE 20/1 R 1200 A 20/1 14 15 SPARE 20/1 B 1680 R 20/1 61: ICE TEA 16 15 RECEPTACLES - HIGH TOPS 20/1 R 900 B 20/1 16 17 SPARE 20/1 C 1560 R 20/1 66: ICE CUBE TRAY 18 17 RECEPTACLES - PRIVATE DINING 20/1 R 900 C 20/1 18 _ 19 SPARE 20/1 A 2900 K 35/2 70: CONVENCTION OVEN 20 19 RECEPTACLES - WINE STORAGE 20/1 R 720 A 20/1 20 N N 21 SPARE 20/1B 2900 K - - 22 21 RECEPTACLES - BAR/BACL 20/1 R _. 720 8 20/1 22 N o 23 27: PREP REFRIDGERATOR 20/1 K 792 Ccy - SHUNT TRIP 24 23 SPARE 20/1 _ C 20/1 24 o c.i 25 29: DISPLAY CASE 20/1 K 1776 A 2900 K 35/2 70: CONVENCTION OVEN 26 25 SPARE 20/1 A 20/1 26 '2 c cNi 27 31: ICE MAKER 20/1 K 1620 B 2900 K - - 28 27 SPARE 20/1 - B 20/1 28 29 37: SALAD PREP REFRIDGERATOR 20/1 K 792 C 1176 K 20/1 71: REACH-IN FREEZER 30 29 SPARE 20/1 C 20/1 30 w 31 92: BEER COOLER 20/1 K 1152 A 6576 K 70/3 84: DISHWASHER 32 31 SPARE 20/1 A 20/1 .. 32 J E 33 SPARE 20/1 B 6576 K - - 34 33 SPARE 20/1 B 20/1 34 _a ''I 35 94: COOLER 20/1 K 1152 C 6576 K - - 36 35 (E) ROOF RECPETACLE 20/1 R 900 Cfx 20/1 36 37 106: GLASS WASHER 45/3 K 1396 A 20/1 SPARE 38 37 SPARE . 20/1 A 20/1 38 1- 39 - - K 1396 B 20/1 SPARE 40 39 SPARE 20/1 B 20/1 40 m cr 41 - - K 1396 C 20/1 SPARE 42 41 SPARE 20/1 C 20/1 ' 42 v a w 4 Q z CONNECTED LOAD NOTES.. CONNECTED LOAD NOTES 0' oc o W z a LOAD PER PHASE (VA) A= 22,064 VA 1. LOAD PER PHASE (VA) A= 8,348 VA 1. w' a- m 8= 22,322 VA B= 7,148 VA ur r N C= 17,368 VA 2. C= 6,720 VA 2. LOAD PER PHASE (AMPS) A= 183.9 A 3. LOAD PER PHASE (AMPS) A= 69.6 A 3. B= 186.0 A B= 59.6 A Re017V .. _ C= 144.7 A 4. C= 56.0 A 4. ENGINEERING, INC. 'EnGjinserine lntssraticl 5olutlon6' (KVA ) 61.8 KVA 5. TOTAL LOAD (KVA) 22.2 KVA 5. 9615 S.W.Allen Blvd.,Suite 107 TOTAL LOAD l ) Beaverton,Oregon 97005 TOTAL LOAD AMPS 171.4 A TOTAL LOAD AMPS 61.7 A Phone: (503)726-3321 Fax: (503)726-3326 E-mail: rweng@rweng.com Project No.: 382.057.001 Contact: HEATHER HARRIS PANEL: '2K' SECTION 2 BUS: 250 A DATE: 02/17/17 VOLTAGE: 120 / 208 VOLTS, 3 PHASE, 4 WIRE PANEL: '2B' (EXISTING) BUS: 100 A DATE: 02/17/17 VOLTAGE: 120 / 208 VOLTS, 3 PHASE, 4 WIRE FEEDER: SEE ONE-LINE DIAGRAM MAIN BRKR: MLO MOUNTING: SURFACE FEEDER: SEE ONE-LINE DIAGRAM MAIN BRKR: 100 A MOUNTING: SURFACE CKT CKT BKR LOAD LOAD LOAD LOAD CKT BKR CKT CKT CKT BKR LOAD LOAD LOAD LOAD CKT BKR CKT NO. CIRCUIT DESCRIPTION AMPS/POLE TYPE VA PHASE VA TYPE AMPS/POLE CIRCUIT DESCRIPTION NO. NO. CIRCUIT DESCRIPTION AMPS/POLE TYPE VA PHASE VA TYPE AMPS/POLE CIRCUIT DESCRIPTION NO. Ailill 43 ' 108: BACKBAR COOLER 20/1 R 1152 A 20/1 SPARE 44 1 RECPETACLES - GENERAL 20/1 R 900 A 1500 M 20/1 (E) PIZZA OVEN 2 , 45115: GLASS WASHER - 45/3 M 1396 8 20/1 SPARE 46 3 RECPETACLES - WINDOW SIGNAGE 20/1 R 1200 B 20/1 SPARE 4 47 ' - - M 1396 C 480 M 15/1 2: KH-1 48 5 �RECPETACLES -- WINDOW SIGNAGE 20/1 R 1200 C SPACE 6 49 - - M 1396 A 20/1 SPARE 50 7 RECEPTACLES - KITCHEN 20/1 R 900 A 1500 M 20/1 (E) PIZZA OVEN EXHAUST 6 611 51 SPARE 20/1 _ B 20/1 SPARE 52 9 RECEPTACLES - KITCHEN/BATHROOMS 20/1 R 900 B 1500 M 20/1 (E) MAKE-UP AIR 10 - 53 14: DL72G REFRIDGERATOR 20/1 R 732 _ C 756 M 20/1 6: REACH-IN FREEZER 54 11 LIGHTING - DINING/RESTROOMS 20/1 L 441 C 1500 M 20/1 (E) EXHAUST HOOD 12 55 SHUNT TRIP - A 20/1 SPARE 56 13 LIGHTING - KITCHEN/RESTROOM 20/1 r L 734 A 1500 M 20/1 (E) WALK-IN COMPRESSOR 14 57 SPARE 20/1 B 20/1 SPARE 58 15 LIGHTING - BAR AREA 20/1 L 1252 B 1500 _ M 20/1 (E) WALK-IN COMPRESSOR 16 59 21: REFRIDGERATOR 20/1 R 732 C - 696 R 20/1 v22: WORKTOP FREEZER 60 17 LIGHTING - SALES/DINING 20/1 L 1101 C 1500 L 20/1 (E) WALK-IN LIGHTS & WORK PLUG 18 , Q 61 SHUNT TRIP - A 20/1 SPARE 62 19 LIGHTING - OYSTER BAR/COUNTERS 20/1 L 432 A 1500 M 20/1 (E) WALK-IN EVAPERATOR 20 63 SPARE 20/1 B 20/1 SPARE 64 21 LIGHTING - BAR COUNTER/SHELVES 20/1 L 652 B 120 Z 20/1 WH-2 IGNITOR 22 15895 SW 72ND AVE SUITE 200 65 93: BEER COOLER 20/1 R 1152 C 20/1 SPARE 66 23 SPARE 20/1 _ C 1200 L 20/1 (E) PATIO LIGHTS 24 PORTLAND, OREGON 97224 67 SPACE A SPACE 68 25 SPARE 20/1 A 1200 L 20/1 (E) PATIO LIGHTS 26 - TEL : 5 0 3 . 2 2 6 . 1 2 8 5 69 SPACE B SPACE 70 27 SPARE 20/1 B 540 H 20/1 EXTERIOR UNIT HEATERS 28 F A X : 5 0 3 . 2 2 6 . 1 6 7 0 71 SPACE _ C SPACE 72 29 SPARE 20/1 C 360 H 20/1 EXTERIOR UNIT HEATERS 30 www . c I D A I N C . c 0 M 73 SPACE A SPACE 74 31 (E SPACE) 20/1 A 20/1 SPARE 32 75 .SPACE B SPACE 76 33 SPACE B 20/1 SPARE 34 77 SPACE _ C SPACE 78 35 SPACE C 20/1 SPARE 36 79 SPACE - A SPACE 80 37 SPACE A 20/1 SPARE 38 81 SPACE B SPACE 82 39 SPACE B 20/1 SPARE 40 83 SPACE C SPACE 84 41 SPACE C 20/1 SPARE 42 LLI CONNECTED LOAD NOTES CONNECTED LOAD NOTES CD D LOAD PER PHASE (VA) A= 2,548 VA 1. PROVIDE FEED THRU LUGS LOAD PER PHASE (VA) A= 10,166 VA 1. O B= 1,396 VA B= 7,664 VA C= 5,944 VA 2. C= 7,302 VA 2. I LOAD PER PHASE (AMPS) A= 21.2 A 3. LOAD PER PHASE (AMPS) A= 84.7 A 3. B= 11.6 A B= 63.9 A CC 0 C= 49.5 A 4. C= 60.9 A 4. L r TOTAL LOAD (KVA) 9.9 KVA 5. TOTAL LOAD (KVA) 25.1 KVA 5. -O IIN TOTAL LOAD AMPS 27.4 A TOTAL LOAD AMPS 69.8 A La_ O N W W E 0 CD Lal o - o IT Co IY 2 Z m o Ii Q (./1 Clf Q z Wl-1 V) 06 N CO >"Q REFERENCE ONLY ELECTRICAL SCHEDULESNEL NOT APPROVED WITH THIS PERMIT Ea 1 160254.01 Co 2016 ODA, P.C./CILIA Ni RIGHTS RESERVED ELECTRICAL SPECIFICATION ��0.o Roitrso SECTION 16000 i 3 i ELECTRICAL 2.4 BOXES 2.14 LED LIGHT FIXTURES / j A. Luminaire Outlet: 4-inch octagonal box, 1.5-inches deep with 3/8-inch luminaire A. General: ti PART 1-GENERAL stud if required. Provide raised covers on bracket outlets and on ceilingoutlets. F. Boxes: ►' oREGa B. Device Outlet: Minimum 4-inch squore, minimum 1.5-inches deep. Single or 2-gang 1• LED light fixtures shall be in accordance with IES, NFPA, UL, as shown on the 1. Anchoring: Secure boxes rigidly to the substrate upon which they are being "?>,�°.10.ti9g6¢O qg g g drawings, and as specified. F P 1.1 SUMMARY flush device raised covers. Raco Series 681 and 686 or Bowers. mounted, or solidly embed boxes in concrete or masonry. RfY L N,. A. Electrical systems required for this work includes labor, materials, equipment, and C. Multiple Devices: Three or more devices at common location. Install 1-piece gang 2. LED fight fixtures shall be reduction of hazardous substances (ROHS) - 2. Provide weatherproof outlets for locations exposed to weather or moisture. services necessary to complete installation of electrical work shown on Drawings, boxes with 1 --piece device cover, one device per gang. compliant. 3. Code Compliance: Comply with NEC as applicable to construction and installation EXPIRES: 6/30/17 specified herein or required for a complete operable facility and not specifically D. Junction and Pull Boxes: Galvanized sheet steel junction and pull boxes, with screw-on 3. LED drivers shall include the following features unless otherwise indicated. of electrical boxes and fittings and size boxes according to NEC 370, except as described in other Sections of these Specifications. Among the items required are: covers; of the type shape and size, to suit each respective location and installation; a. Minimum Efficiency: 85% AT FULL LOAD. noted otherwise. Date:2017.02.1714:15:07-08'00' 1. Service and distribution equipment shown on Drawings. with welded seams and equipped with steel nuts, bolts, screws and washers. b. Minimum Operating Ambient Temperature: -20' C. (-4' F.) 4. Mount Center of Outlet Boxes as Required by Americans With Disabilities Act 2. Feeders to distribution panels, Heating-Ventilating and Air Conditioning.(HVAC) E. Provide J-box(es) per NEC Article 314; provide listed NM fitting. c. Input Voltage: 120-277V (±10%) AT 60 HZ. (ADA), or Noted on Drawings, the Following Distance above the Floor: equipment, Owner provided equipment and other equipment as detailed. a. Control Switches: 48-inches. 3. Branch circuit wiring from the distribution panels for lighting, receptacles, motors, 2.5 WIRING DEVICES d. Integral Short Circuit, Open Circuit, and Overload Protection. b. Receptacles: 18-inches. signal systems and other detailed circuit wiring. A. Finish: White e. Power Factor: z 0.95. c. Telecom Outlets: 18-inches. 4. Luminaires, control switches, receptacles, relays, supports and other accessory B. Wall Switches: Toggle type, quiet acting, 20 amp, 120/277 volt, UL listed for motor f. Total Harmonic Distortion: S 20%. d. Other Outlets: As indicated in other Sections of Specifications or as detailed items. loads up to 80 percent of rated amperage. Arrow-Hart 1221, Leviton 1221, Pass & g. Comply with FCC 47 CFR Part 15. on Drawings. 5. Wiring and power connections for motors installed for heating, cooling and Seymour 20ACI, Bryant 4901, Hubbell 1221. 4. LED modules shall include the following features unless otherwise indicated: G. Provide NEC-required disconnect switches whether specifically shown on Drawings or ventilation. C. Pilot Light Switches: Lighted handle, toggle type, red, neon pilot lamp. Pilot lamp a. Comply with IES LM-79 and LM-80 requirements. not. Provide disconnect switch at each motor location within 5-feet unless otherwise N. N B. Fees: energized when load is energized. 20 am 120 volt, Arrow-Hart 1991-PL, Leviton noted. Coordinate fuse ampere rating with installed equipment. Fuse ampere rating 9 9 p/ b. Minimum CR180 and color temperature 3000'K unless otherwise specified in o 0 1. Obtain and pay for electrical permits and inspections from local authorities having 1221-PL, Pass & Seymour 20ACI-PL, Bryant 4901-PL, Hubbell 1221-PL. variance between original design information and installed equipment, size in c.i nI y ry lighting fixture schedule. jurisdiction (AHJs). D. Receptacles: Straightparallel blade 15 am 125 volt, 2-pole - 3 wire roundinaccordance with Bussmann Fusetron 40C recommendations. a c P 9 P. grounding. c. Minimum Rated Life: 50,000 hours per IES L70. H. Supporting Devices: Arrow-Hart 5352, Leviton 5352, Pass & Seymour 5352, Bryant 5352, Hubbell 5352. PP 9 c.i 1.2 DEFINITIONS d. Light output lumens as indicated in the lighting fixture schedule. 1. Safetyfactor of 4 required for everyfasteningdevice or support for electrical E. Ground Fault Interrupter Receptacle: Feed through type, 20 amp, 125VAC. Hubbell q PP A. Provide: To furnish and install, complete and readyfor the intended use. B. LED Downlights: equipment installed. Support to withstand four times weight of equipment it P IG-5362, Arrow-Hort IG-5362, Leviton, Pass & Seymour, Bryant. PP g B. Furnish: Supply and deliver to the project site, ready for unpacking, assembly and F. Finish Plates: Stainless Steel. 1. Housing, LED Driver, AND LED Module shall be products of the same supports. Bracing to comply with Seismic Zone 3 requirements. cc installation. G. Provide Tamper resistant receptacles per NEC 210.52 and 406.11. manufacturer. 2. Provide vertical support members for equipment and luminaires, straight and w C. Install: includes unloading, unpacking, assembling, erecting, installation, applying, C. LED Troffers: parallel to building walls. Provide independent supports to structural member for finishing, protecting, cleaning and similar operations at the project site as required to 2.6 SAFETY DISCONNECTS 1. LED Drivers, Modules, and Reflector shall be accessible, serviceable, and electrical luminaires, materials, or equipment installed in or on ceiling, walls or in complete items of work furnished by others. A. Toggle Type Disconnect Switches: 120 volt, 1-pole, 20 amp, 1 HP maximum. NEMA replaceable from below the ceiling. void spaces or over furred or suspended ceilings. ►= 1 enclosure for indoors, NEMA 3R enclosure for outdoors. 2. Housing, LED Driver, and LED Module shall be products of the same I. Electrical Identification: LU cx 1.3 SUBMITTALS B. Heavydutydisc. Provide heavydutydisconnect switches where shown or as required 1. Conductor Identification: Apply markers on each conductor for power, control, z q manufacturer. C.) a A. Operation and Maintenance Documentation: Provide copies of certificates of code by NEC. All safety switches shall be of the heavy duty type, 600a rated with number signaling and communications circuits. W Ix authority acceptance, test data, product data, guarantees, warranties, and the like. of poles and amperage rating as required. Provide NEMA 3R switches for those located 2. Provide an engraved label on each major unit of electrical equipment, including ao .,:t z B. Shop Drawings: Provide shop drawings which include physical characteristics, electrical outside. Fused switches shall have properly sized fuses for equipment being served. but not limited to the following items: Disconnect switches, relays, contactors, o a characteristics, device layout plans, wiring diagrams, and the like. PART 3-EXECUTION time switches, override switches, service disconnects, distribution switches, branch w a 5 C. Record Drawings: Show changes and deviations from the Drawings. include written 2.7 SUPPORTING DEVICES circuit panelboards, and central or master unit of each electrical system including D m Addendum and change order items. Make changes to Drawings in a neat, clean, and A. Hangers: Kindorf B-905-2A channel, H-119-D washer, C105 strap, 3/8-inch rod 3.1 EXAMINATION communication/signal systems. In - N legible manner. with ceiling flange. J. Service and Distribution: Existing 480Y/277V, 3-phase, 4-wire Tenant meter center B. Pipe Straps: Two-hole galvanized or malleable iron. A. Drawings are diagrammatic with symbols representing electrical equipment, outlets, on north side of the building providing power to tenant's space. Tenant space has two 1 .4 QUALITY ASSURANCE luminaires, and wiring. Examine the entire set of Drawings to avoid conflicts with the utility meters. Each service disconnect is rated for 250 amps, with changeable trip A. Conform to requirements of the National Electric Code (NEC), latest adopted version 2.8 ELECTRICAL IDENTIFICATION other systems. Determine exact route and installation of electrical wiring and function. Those documents are based on existing field note. Contractor to verify allRAY with amendments by local AHJs. A. Engraved Labels: Melamine plastic laminate, white with black core, 1/16-inch thick, equipment with conditions of construction. existing conditions prior to work. B. Conform to latest adopted version of the International Building Code (IBC) with manufactured byLamicoid. Engravers standard letter style, minimum 3/16-inch high B. Claification: K. Grounding: 9 Y / 9 ENGINEERING, INC. nlocal AHJs. 1. amendments byocaPerformance Requirements: Supplement thegrounded neutral of the letters. Drill or punch labels for mechanical fastening except where adhesive mounting 1. The Drawings govern in matters of quantity, the Specification in matters of q PP secondary 'Engrnearrng Integretx!Solutions' C. Furnish products listed by Underwriters' Laboratories, Inc. (UL) or other testing firm is necessarybecause of substrate. Use self tapping stainless steel screws. distribution system with an equipment grounding system to properly safeguard the 9615 S.W.Allen Blvd.,Suite 107 PP� 9 quality. In event of conflict on Drawings or in the Specifications, the greater acceptable to AHJ. B. Conductor Numbers: Manufacturers standard vinyl-cloth self-adhesive cable and equipment and personnel. Install equipment grounding such that metallic Beaverton,Oregon 97005 Y quantity and the higher quality apply. Phone: (503)726-3321 D. Conform to requirements of the serving electric, telephone, and cable television conductor markers of the wraparound type. structures, enclosures, raceways, junction boxes, outlet boxes, cabinets, machine P YP 2. Should the Electrical Documents indicate a condition conflicting with the governing frames, portable equipment and other conductive items in close proximitywith Fax: (503)726-3326 utilities. C. Branch Circuit Schedules: Provide branch circuit identification schedules, typewritten, YP codes and regulations, refrain from installing that portion of the work until E-mail: rweng@rweng.com clearly filled out, to identify load connected to each circuit and location of load. electrical circuits operate continuously at ground potential and provide a low Project No.: 382.0$7.001 1.5 SEQUENCING AND SCHEDULING D. Distribution Panelboards: Breaker matching Plug-in type; AFCI per NEC 210.12 where clarified by Architect. impedance path for possible ground fault currents. Contact: HEATHER HARRIS A. For the proper execution of the work cooperate with other crafts and contracts as shown. 2. Raceway Grounding: Ground metallic raceway systems. Bond to ground terminal needed. 3.2 MOTORS/APPLIANCE/UTILIZATION BRANCH CIRCUIT WIRING with code size jumper except where code size or larger grounding conductor is B. To avoid installation conflicts, thoroughly examine the complete set of Contract 2.9 GROUNDING MATERIALS A. Electrical Connections: Connect equipment, whether furnished by Owner or other included with circuit, use grounding bushing with lay-in lug. Install ground Documents. Resolve conflicts prior to installation. A. Grounding Connectors: Hydraulic compression tool applied connectors or exothermic Divisions of the Contract, electrically complete. bushings on metallic raceway terminations in pull boxes, panelboards and the like C. Prior to installation of feeders to equipment requiring electrical connections, examine welding process connectors or powder actuated compression tool applied connectors. B. Connect motor branch circuits complete from panel to motor as required by code and for circuits with overcurrent protection set at 60 amp and greater. the manufacturer's shop drawings, wiring diagrams, product data, and installation Mechanical type of connectors are not acceptable. Manufacturers: Burndy Hyground manner herein described. 3. Install equipment grounding conductor, code size minimum in nonmetallic and 5 III instructions. Verify that the electrical characteristics detailed in the Contract Compression System, Erico Cadweld, AmpAm act GroundingSystem or roved. metallic raceway systems. P Y / P Y PP C. Appliance/Utilization Equipment: Provide appropriate cable and cord cap for final Documents are consistent with the electrical characteristics of the actual equipment B. Pipe Grounding Clamp: Mechanical ground connector with cable parallel or connection unless equipment is provided with same. Verify special purpose outlet 4. Motors, Equipment and Appliances: Install code size equipment grounding ' being installed. perpendicular to pipe. NEMA configuration and ampere rating with equipment supplier prior to ordering devices designated ground terminal.conductor from outlet box to (motor) equipment frame or manufacturers C. Telecommunications Grounding Bar: 1/4-inch thick by 4-inch high by 20-inch long and coverplates. 5. Receptacles: groundreceptacleequipment groundy 1.6 WARRANTY Connect terminal of to ui ment system copper ground bar with insulators. Na. 14 conductor bolted to outlet box. Self groundingnature of receptacle A. Driver Manufacturer's Warranty: 5 years for electronic type drivers, based on date of by P manufacturer embossed on drivers, current with installation date. Warranty includes 2.10 SWITCHBOARD AND DISTRIBUTION PANELBOARD CONSTRUCTION 3.3 INSTALLATION devices does not eliminate conductor bolted to outlet box. ill normal cost of labor for replacement of driver. A. Manufacturers: Siemens, Square-D, Cutler-Hammer, General Electric, or approved. A. Install electrical equipment complete as directed by manufacturer's installationL. Control Devices: B. Contractor shall guarantee all provided workmanship and materials for 12-months B. Standards: Comply with requirements of UL 891, NEMA PB2 and NEC 384 in instructions. Obtain installation instructions from manufacturer prior to rough-in of 1. Install time switches and other automatic control devices in accessible locations after project closeout. construction of switchboards. Provide short circuit current rating (Integrated Equipment the electrical equipment, examine the instructions thoroughly. near the source of power or grouped at a common location in mechanical rooms Rating, IER) for panelboards. B. Noise Control: Do not place outlet boxes at opposite side of partitions or walls back or similar spaces. U PART 2-PRODUCTS to back. Do not place contactors, transformers, starters or similar noise producing 2. Install photoelectric control devices at such locations as necessary to be most C. Distribution Panelboards: devices on walls which are common to occupied spaces unless specifically called for effective. Avoid locating photoelectric devices in or at locations where they can 1. Enclosure: Flush panelboards rated 600 amp or less provide maximum enclosure be influenced byother than natural light or under eaves. Verifylocation of 2.1 MATERIALS on Drawings. Where such devices must be mounted on walls common to occupied 9 15895 SW 72ND AVE SUITE 200 depth of 6 inches. Provide galvanized metal finish. equipment with Architect. A. Provide new electrical materials of the type and quality detailed, listed by UL, bearing spaces, mount or isolate in such a manner as to effectively prevent the transmissionPORTLAND, oREGoN 97224 2. Bussing: Copper bar with suitable electroplating (tin) for corrosion control at M. Lighting: their label wherever standards have been established. Indicated brand names and of their inherent noise to the occupied space. g g' TEL : 5 0 3 . 2 2 6 . 1 2 8 5 connection. Provide ground bar to accommodate specified terminal lugs. 1. Install luminaire oft es indicated where shown and at indicated heights; in catalog numbers are used to establish standards of performance and quality. The C. Firestopping: Coordinate with the Drawings the location of fire rated walls, ceilings, types g F A X : 5 0 3 . 2 2 6 . 1 6 0 3. Provide fully rated integrated equipment rating greater than the available fault description of materials listed herein governs in the event that catalog numbers do floors and the like. When these assemblies arepenetrated byelectrical equipment, accordance with manufacturer's written instructions and with recognized industry current. See drawings for available fault current, if drawings do not have the www . c I D A I N c . c 0 Iii not correspond to materials described herein. available fault currents then coordinate with serving electric utility. Minimum seal around the equipment with approved firestopping material. Install firestopping practices. B. Include special features, finishes, accessories, and other requirements as described in material complete as directed the manufacturer's installation instructions. 2. Avoid interference with and provide clearance for equipment. Where the indicated ratings is 10,000 amps for 240v class equipment and 22,000 amperage for 480vlocations for the luminaires conflict with the locations forequipment, chane the the Contract Documents regardless of the item's listed catalog number. class equipment. D. Conduit: g C. Provide incidentals not specifically mentioned herein or noted on Drawings, but needed locations for the luminaire as directed by Architect. 4. Breakers: Bolt-on type. 1. Conceal conduits. Exposed conduits are permitted only in the following areas: 3. Suspended Luminaires: Mountingheights indicate the clearances between the to complete the system or systems, in a safe and satisfactory working condition. 5. Cover: Hinged door, flush lift latch and lock, two keysperpanel. Keybranch Mechanical rooms, electrical rooms or spaces where walls, ceilings and floors will P g D. Firestopping Foam Sealant: Foam sealant for use around conduit penetrations to g y P g bottom of the luminaire and the finished floors. circuit panelboards alike. medium light gray finish suitable for field painting to not be covered with finished materials. Existing walls that are concrete or block 4. Support Luminaires: Anchor su a prevent passage of smoke, fire, toxic gas or water. Maintain seal before, during and pp pp its to the structural slab or to structural match wall finish. construction and where specifically noted on the Drawings. LLI after fire. In and around conduit for thermal break at penetration of barrier between P Y g members within a partition, or above a suspended ceiling. 2. Do not install conduits on surface of building exterior, across roof, on top of 5. Provide recessed fluorescent luminaires with two support wires as required by heated and unheated spaces. Chase Technology Corporation CTC PR-855, Fire Foam, 2.11 OVERCURRENT PROTECTIVE DEVICESCO Thomas & Betts. parapet walls, or across floors. IBC/OSSC. A. Molded Case Circuit Breakers: One, two or three-pole bolt on, single handle common 3. Below Grade Conduit and Cables: Place a minimum 3-inch cover of sand or 6. Provide lighting indicated on Drawings with a luminaire of the type designated and trip, rated 15 to 800 amp, as indicated on Drawings. Overcenter toggle-type clean earth fill around the cable or conduit on a leveled trench bottom. Layappropriate for the location. Where outlet symbols appear on Drawings without a 2.2 RACEWAYS mechanism, quick-make, quick-break action. Tri indication is b handle position. Y PP 9 O A. Galvanized Rigid Steel Conduit (GRC): Federal Specification WWC-581 and American q p Y p conduit on a smooth level trench bottom, so that contact is made for its entire type designation provide a luminaire the same as those used in similar or like 9 ( ) P Calibrate for operation in 40C ambient temperature. length. Remove water from trench before electrical conduit is installed, locations. National Standards Institute (ANSI) C80.1. B. Intermediate Metal Conduit (IMC): Federal Specification WWC-581. 2.12 CONTROL DEVICES 4. Conduit Terminations: Provide conduits shown on Drawings which terminateI C. Electrical Metallic Tubing (EMT): Federal Specification WWC-563 and ANSI C80.3. A. Lighting Contactors: without box, panel, cabinet or conduit fitting with conduit connector or bushing. 3.4 FIELD QUALITY CONTROL D. Flexible Conduit: Reduced wall flexible steel conduit. Federal Specification WWC-566. 1. Continuously rated 20 amp per pole for all types of lighting and resistance loads, • 5. Conduit Size: Minimum trade size 1/2-inch. A. Tests: Conduct tests of equipment and systems to demonstrate compliance with E. Conduit Fittings: do not derate for use on high-inrush loads. 6. Provide pull cord in empty conduits. requirements specified in Division 16. Refer to individual Specification Sections for CC Q 1. Bushings: Malleable iron with plastic insulator lining, 150C rated. 2. Contacts: Double break, silver-cadmium-oxide. Auxiliary arcing contacts not 7. Conduit Use Locations: required tests. Document tests and include in Closeout Documents. 2. Ground Bushings: Malleable iron withplastic insulatingliner and aluminum acceptable. Convertible Contacts, N.O. or N.C. Contact status, N.Q. or N.C., Ct B. Verify electricalpcharacteristics of equipment prior to installation of conduits and wiring g P a. Underground: PVC. for equipment. grounding lug rated for copper or aluminum conductor, 150C rated. clearly visible. b. Cast-in-Place Concrete, Masonry, Damp Locations and Subject to Mechanical C. Coordinate HVAC voltage requirements with Drawings and equipment submittals prior to f- �' 3. EMT Connectors and Couplings: 3. Approved per UL 508. Design in accordance with NEMA ICS2-2118, rated for Damage: GRC or IMC. rough in. 0 CC N a. Set Screw Type: Zinc plated steel, insulated throat connectors. application to 600 volt. c. Dry, Protected: GRC, IMC, EMT. D. Wiring Device Tests: Test wiring devices to ensure electrical continuity of grounding CO b. Compression Type: Zinc plated steel, insulated throat connectors, raintight 4. Electrically Held Contactor Coil: Continuously rated and encapsulated. d. Sharp Bends and Elbows: GRC, EMT use factory elbows. connections, and after energizing circuitry, �.to demonstrate compliance with up to 2-inch. 5. Contactor Enclosures: Provide NEMA enclosure suitable for location and use, requirements. Test receptacles for line to neutral, line to ground and neutral to Z >" 0 flush or surface mount as indicated on Drawings. e. Motors, recessed luminaires and equipment connections subject to movement 2.3 WIRES AND CABLES B. Electronic Time Switches: Double pole, single throw; one N.O. contact, one N.C. or vibration, use flexible metallic conduit. ground faults. Correct defective wiring. L W 0) A. Copper, throughout. digital. Battery powerprovideyearsequipment subjectE. Verification of Conditions: Verify ceiling construction, recessing depth and other O 0 600 volt rated Conductors 14AWG to 10AWG solid or stranded. contact. 24-hour source to minimum of 3 of f. Motors and a ui ment connections to movement or vibration and w Conductors 8AWG and larger, stranded. Phase color to be consistent at feeder memory back--up. Eight event setpoints. Provide enclosure with separate hinged subjected to the following conditions; exterior location, moist or humid construction details prior to release of luminaire for shipment. ] (t terminations; A-B-C, top to bottom, left to right, front to back. Conductors 3AWG door, recessed or surface as indicated on Drawings. Intermatic, Paragon, Tork, atmosphere, water spray, oil or grease use PVC coated liquid tight flexible F. Test each GFCI receptacle and each AFCI circuit breaker. 0 _ 0 CC CK and larger, minimum insulation rating of 75G. Insulation types THWN, THHN or XHHW. Sangamo, or approved. metallic conduit. 3.5 CLEANING CO Minimum insulation rating of 90C for branch circuits. C. Photoelectric Switches: Hermetically sealed light sensitive element installed in die-cast g. MC cable to be installed vertically in wall from j-box up to accessibleM m Q B. MC Cable: High strength galvanized steel or aluminum flexible armor. Full length weatherproof enclosure. Adjustable external light level slide. Swivel adjustable building void space unless other wise noted. A. Remove dirt and debris caused by the execution of the electrical work. Leave the _ Z entire electrical system installed in clean, dust-free and proper working order. minimum size No. 12 copper ground wire, THHN 90C conductors, full length tape enclosure. 20VAC, 1800VA, connected for pilot duty unless otherwise indicated. 8. Branch Circuits: Do not change the intent of the branch circuits or controls z B. Thoroughly clean the exterior and the interior of each switchboard and distribution Q marker. Overall PVC or nylon cable tape. Short circuit throat insulators. Paragon, Tork, Precision, or approved. without approval. Homeruns for 20 amp branch circuits may be combined to aZ panelboard in accordance with manufacturer's installation instructions. Q (f) Manufacturers: Alflex, AFC, or Carol. AC/MC cable allowed only for 20 amp branch maximum of six conductors in a homerun. Apply derating factors as required by C. Where finish of luminaires or enclosures is damaged, touch up finish with matching Z W circuits concealed in accessible building void, walls or ceiling space. 2.13 LUMINAIRES NEC 310. Increase conductor size os needed. W C. Type NM, type NMC, and type NMS cables: Annealed copper conductors, 600 volt A. Luminaires: Refer to description and manufacturers in Luminaire Schedule. paint in accordance to manufacturer's specifications and installation instructions. I- 1r- 1--- rated. YP YP PP P E. Wires and Cables: D. Cleanpaint splatters, dirt, dust, fingerprints, and debris from luminaires. 1- rated. Minimum Size No. 12 with ground wire for 20A. 90C rated PVC, nylon B. Where recessed luminaires are installed in cavities intended to be insulated, provide IC P jacketed insulation per NEC Article 334; protect form damage per NEC Article 300.4. rated luminaires or other code approved installation. 1• Conductor Installation: install conductors with care to avoid damage to insulation. I` ) D. SO Cable: Annealed copper conductors, 600 colt rated. Minimum size No. 12, with C. Recessed Luminaires: Frame compatible with the ceiling material installed at the Do not apply greater tension on conductors than recommended by manufacturer END OF SECTION I`r} ground wire. Maximum of six current carrying conductors and ground per cable. 90C p❑rticular luminaire location. during installation. 6� N.rated thermoset jacket. Manufacturers: Tiger Brand. D. Light Transmitting Components: Prismatic acrylic, extruded, flat diffusers, 0.125-inch 2. Conductor Size and Quantity: Install no conductors smaller than 12AWG unless 0 overall thickness, unless otherwise noted. otherwise shown. Provide required conductors for a fully operable system. 3. MC Cable Allowed in the Following Locations Only: In areas where there is an accessible ceiling. Do not use in areas where there is no accessible ceiling. >im IC( REFERENCE ONLY NOT APPROVED WITH THIS PERMITELECTRICAL SPECIFICATIONS E4.0 160254.01 0 2016 00A, P.C./CSA ALL RIGHTS RESERVED ELECTRICAL SPECIFICATION �`,�� PROF .� ,,,IN ,, 4 SECTION 16721 PART 2 - PRODUCTS 3.2 FIELD QUALITY CONTROL 3 FIRE ALARM AND DETECTION SYSTEM A. Upon completion of the installation, subject the system to operational tests and when 2.1 MANUFACTURERS necessary corrections have been accomplished, advise Architect who will schedule a OREGQ PART 1 - GENERAL A. Furnish all equipment specified in this Section by one manufacturer: Match existing final inspection test with the Owner. Ensure the connections to the fire alarm system g6 equipment or provide FM approved compatible equipment by the following have been in service for at least 10 days of trouble/alarm free operation prior to the "F,rfi [r IO,tgSRO 1.1 SUMMARY manufacturers - EST, Secutron, Silent Knight, Notifier, Pyrotronics. Simplex, or final inspection. Furnish instruments, labor and materials required for the tests and a �'£Y L t10 A. Section Includes: approved. qualified technician to conduct the tests. Correct any deficiencies found at no cost 1. Fire alarm system operation. and retest system as necessary, prior to final acceptance. Tests include the following: EXP I RES: 6/30/17 2. Fire alarm equipment. 2.2 MATERIALS 1. An operation of each signal initiating device (smoke detectors, heat detectors, pull 3. Fire alarm wiring. A. Power Supply: Provide power supply, within control panel, adequate to serve controlstations, fire/smoke rated doors, process and facilities control sequences). Date:2017.02.1714:15:21-08'00' B. Design, furnish and install an expanded fire alarm system in new remodeled space. panel modules, remote detectors, remote annunciators, door holders, smoke dampers, 2. An operation of each indicating device (alarm horn and alarm strobe). Connect fire alarm devices to existing fire alarm system complete. relays, alarm signaling devices, and other connected devices. C. System includes, but is not limited to, controls, power supplies, signal initiating, ADA B. Digital Alarm Communicator Transmitter (DACT) (Internal to the FACP : Electrically3. Operation of all features of the system under normaleoperation. compliant strobe light units and soundingdevices, modules, batteries, relays, conduit, g Communicator/ } 4. Operation of all supervisory features of the system. P 9 Y supervised, capable of transmitting alarm and trouble signals over telephone lines to 5. Operation of all features of the systems on standby power with primary power annunciators, remote site digital dual phone line signal transmitters, wiring and other remote station receiver. Signal transmitter interfaces fully with receiver station of off. equipment necessary for a complete and operating system. local fire department or Owner's selected vendor. Verify requirements and provide call 6. Documentation by download of control panel memory. D. Related Work: sequence and message as directed by Owner and the AHJ. B. Upon completion of the installation of fire alarm equipment, provide to Architect a 1. Section 16010, Basic Electrical Requirements. C. AuxiliaryRelays: Provide sufficient SPDT auxiliaryrelaycontacts for each function in 2. Section 15951, Controls. y signed, written statement substantially in the form as follows: "The undersigned having this portion of the Specifications and for all equipment required under electrical and been engaged as the Contractor on the facility confirms that the fire alarm equipment N N mechanical for a complete system. was installed in accordance with the Drawings, Specifications, wiring diagrams, 1.2 SYSTEM DESCRIPTION D. AuxiliarySwitches: Provide auxiliaryequipment control switches, trouble acknowledge o aN A. Alarm Sequence of Operation: Activation of manual or automatic initiating device instructions, directions provided by manufacturer, and requirements of the governing o c.; causes system to enter alarm, which includes the followingoperations: switches, drill and silence switches with labeled status indicating lights for each switch. „ r, N Y p authorities. 1. Sound and display local fire alarm signaling devices. Transmit evacuation signal 2.3 INITIATING DEVICES if a second alarm occurs on the same zone. A. Manual Pull Stations: Semi-flush double action, color as approved by Architect and 3.3 EQUIPMENT DEMONSTRATION AND PERSONNEL TRAINING 2. Transmit signal to remote station equipment, i.e., the local fire department or the AHJ. Stations do not allow closure without keyed reset. Provide each pull station A. At the direction of Architect the equipment supplier of the system will provide factory Z Owner's selected vendor. Provide necessaryconnections to digital dialer. trained representative to demonstrate the operation of the fire alarm system ce 9 with an addressable module. Lu 3. Provide local English language annunciation of device location and address. B. Fixed Temperature Heat Detectors: Rated 135 or 190F as noted on Drawings or equipment and to instruct the Owners personnel in its operation. Provide names and - 4. Transmit signal to building mechanical systems to initiate shutdown of fans and required by space use. Provide off white low profile detectors with auxiliary contacts. date of instruction prior to final acceptance. CI damper operations. Provide each device with on addressable module. 3.4 OPERATION AND MAINTENANCE MANUALS W 5. Transmit signal to release door hold open devices. C. Rate_of_Rise and Fixed Temperature Heat Detectors: Responding to 15 degree1- ix 6. Transmit signal to building security system. temperature rise per minute and to 135 degree fixed temperature as noted on A. Provide three sets of manuals to the Architect prior to final acceptance. Provide ( wa 7. Display English language annunciation of device location and address on the Drawings or required by space use. Provide off white low profile detectors with manuals containing professional developed Record Drawings, battery type and battery w a 0 remote annunciator. auxiliary contacts. Provide each detector with an addressable module. calculations, spare parts list, operating procedures, troubleshooting guide, program o z 8. Transmit signal to or interruptpower circuit to fire smoke dampers. printout, data file on disk and a one year warranty agreement including parts and ce E 9 P / P D. Photoelectric Type Analog Detectors: Analog/addressable rate-compensating panel o B. Trouble Sequence of Operation: System trouble, includinggroundingor open circuit of labor. Warranty period begins upon the date of final acceptance. a z q P Y P adjustable sensitivity with self compensating circuitry. Visual indication of detector w a CO supervised circuit, or power or system failure, or fire sprinkler tamper activation actuation. LED source multiple cell. 360 degree smoke entry, functional test switch, END OF SECTION t0 causes system to enter "trouble" mode including the following operations: 2_wire operation, 900 sq.ft. coverage, insect screen, vandal resistant locking feature. v► .- N 1. Local English language annunciation of device location, address and condition and Auxiliary contacts rated of 1 amp at 24VDC resistive. audible trouble alarm by device at control panel. E. Ionization Type Analog Detector: Analog/addressable dual chamber 360 degree smoke 2. Local English language annunciation of device location, address and condition and entry, visual latching operation indicator, insect screen, panel adjustable sensitivity, test audible trouble alarm at annunciator panels. switch, tamper resistant and solid state voltage regulation. Auxiliary contacts rated 3. Provide manual "acknowledge" function at control panel and at remote for 1 amp at 24VDC resistive. RAV annunciator to silence audible trouble alarm, visual alarm remains displayed until F. Duct-Mounted Analog Smoke Detectors: Analog/addressable photoelectric type, initiatingtrouble is cleared. ENGINEERING, INC. auxiliary relay contacts rated at 5 amp each at 120VAC. Duct sampling tubes "Enernearing Intogretod 5olutrone 4. Transmit "trouble" signal to remote station equipment. extending width of duct, visual indication of detector actuation, 4_wire operation with 9615 S.W.Allen Blvd.,Suite 107 C. Lamp Test: Manual "lamp test" function causes all of the annunciation lamps to direct housing mount. Detector powered from control panel, power on indicator light. Beaverton,Oregon 97005 illuminate at fire alarm control and remote annunciator panels. Provide "lamp test" Detector rated for air velocity and temperature of duct. Provide with a remote Phone: (503)726-3321 Fax: (503)726-3326 function at each annunciator panel. LED/test switch. E-mail: rweng@rweng.com D. Manual drill function alarm mode operation: G. Remote Switches: Provide remote control/indication and test switches for system or Project No.: 382.057.001 1. Sound and display local fire alarm signaling devices. equipment testing or control accompanied by English language labeled indicator lamps, Contact: HEATHER HARRIS 2. Indicate location of device in alarm on fire alarm control panel and on remote i.e. for duct-mounted smoke detectors, projected beam type smoke detector, and the annunciators. like. 3. Notify remote station monitoring. H. Water Flow Switches: Match pipe size, adjustable time delay mechanism between E. Power Requirements: paddle and alarm contacts. Verify requirements, locations, and quantities with 1. Provide circuits requiring system operating power at 24VDC and provide each sprinkler design. Water flow switches are provided by Division 15, wired by Division <pi circuit with individual fusing at the control panel. 16, unless specifically noted otherwise. Provide each flow switch with an addressable module. 1.3 SUBMITTALS I. Tamper Switches: Sprinkler valve supervisory switches, verify requirements, locations, A. Submit shop drawings and product data in accordance with Division 1. and quantities with sprinkler design prior to bidding. Tamper switches are provided by B. Equipment submittals must include the following: Division 15, wired by Division 16, unless specifically noted otherwise. Provide each 61 1. Complete descriptive data (cut sheets and operation and maintenance manuals) tamper switch with an addressable module. including UL listing, FM approval (for the specified application) for all system J. Wire Guards: Chrome steel guard. Provide where detectors subject to abuse, and - components. where required by AHJ. Submit original, color, data cut sheets for approval by 2. Complete system wiring connection diagrams, wiring connection details (shop Architect. drawings). 14,) 3. Indicate on floor plans device zone number and notification appliance circuit 2.4 INDICATING DEVICES number. A. Visible Notification Appliances (Strobes): Flush wall mount. The strobes shall meet or 4. Show floor plans point to point wiring indicating the number, the gauge of the exceed the latest requirements of NFPA 72, ANSI 117.1, and UL standard 1971. conductors and size of conduit/raceway used. Candela rating as required by application and spacing. 5. Show a detailed riser diagram. PART 3 - EXECUTION 15895 SW 72ND AVE SUITE 200 6. Show an equipment block diagram indicating the number and gauge of the PORTLAND, OREGON 97224 conductors used plus 20 percent spares. TEL : 5 0 3 . 2 2 6 . 1 2 8 5 7. Show wiring connection details for components being connected to the system 3.1 INSTALLATION FAX : 5 0 3 . 2 2 6 . 1 6 7 0 and interface to associated equipment. A. Obtain approval of system design from fire authority prior to installation. Do not www . C I D A I N c _ C a M 8. Provide control panel layout, battery calculations and graphs, voltage drop begin installation without approval from AHJ. calculations (for each signaling circuit, door hold open/closer circuit indicating B. Fire alarm conductor terminations in control panel and annunciator panels on terminal conductor run length and size). 10 percent voltage drop maximum. strips with separate point for each conductor number. Such strips identified as shown mevice catalog number, description, in wiring diagram attached to inside of door of control panel. Connect wiring neatly 9. Show on floor plans symbol key with drequirements. to terminal strips. Connect clip with nylon cable straps. Set up termination of dimensions, back box size aand on.mounting cabling so that sections of the system may be isolated or shorted out for servicing. 10. Complete sequence of 11. Indicate system components, size of components and location. Maximum of two conductors under each terminal strip connection. W C. From fire alarm control panel, make connection to motor controls and related C. Submit manufacturer's installation instructions. equipment as required for fan system control. All relays shall be UL listed for the CO D. Submit manufacturer's descriptive literature, operating instructions and maintenance and purpose used. repair data. D. Wiring: D E. Submit complete device and wiring diagrams on architectural sheets at original drawing 1. In accordance with manufacturer's instructions and as required by authorities, O scales with indication of device type, address and physical location, battery provide wiring, conduit and outlet boxes required for the erection of a complete calculations, and component description to local fire AHJs, for approval, prior to system as described herein, as shown on Drawings, and as required by AHJ. construction. 2. Provide wiring to meet the requirements of national, state and local electrical F. Submit, prior to final acceptance, a letter confirming that inspections have been codes. Provide color coded wiring as recommended and specified by the fire completed and the system is installed and functioning in accordance with the alarm and detection system manufacturer. Minimum wire size No. 14 or as Specifications. Include manufacturer representative's certification of installation and approved by the Engineer. Test wiring free from ground faults and short circuits. letter of warranty. 3. Provide Type FPL power-limited fire alarm cable when run in Wiremold (surface), G. Operation and Maintenance Manuals: Provide manuals containing Record Drawings, Type FPLR power-limited fire alarm cable when run is from floor to floor or in a W It battery type and battery calculations, spare parts fist, operating procedures, vertical run in a shaft (install metal raceways or rigid non metallic conduit where +d- troubleshooting guide, program printout, data file on disk and a 1_year warrantyCe agreement including parts and labor. Warranty period begins upon the date of final passing through a floor to a height of 7_feet above the floor} and Type FPLP O power-limited cable when wiring is in ducts or plenum space. Li acceptance. 4. Provide final connections between equipment and the wiring system approved by CO O N 1.4 QUALITY ASSURANCE manufacturer. Z >1. 0_ A. Requirements of Regulatory Agencies: 5. At junction boxes and termination points, provide identification tags on wires and w W 1. Installation subject to inspection and approval of federal, state and local cables. O 0 w E. Duct_Mounted Smoke Detectors: authorities. Q 1. Provide duct detectors at air systems with air quantities of 2000 cfm or more. 2. Equipment shall be UL listed and FM approved. 0 - Q 3. Contact governing authorities and provide all required fire alarm and detection Coordinate with Division 15. Ce CC devices and components as directed by governing codes as interpreted by 2. Install duct detector(s) on return side of air duct. 0_ CO 3. Provide control wiring from auxiliary contacts of duct detector to air handling M CO governing authorities. B. Reference Standards: equipment controller. Connect to controller so that when duct detector is Z 0 equipactivated the air handlinga ui ment is shut down. Q 1. NFPA 72 _ Adopted Edition. Z 2. NEC _ Adopted Edition. 4. Provide duct detectors rated for air velocity and temperature of duct. Verify Q � 3. IBC _ Adopted Edition and Oregon Amendments. quantities, locations, and requirements with Division 15 Drawings and mechanical Z - 4. NFPA 90A _ Adopted Edition. system installer. w 5. NFPA 101 _ Adopted Edition. 5. Where duct detectors are mounted in inaccessible building void spaces provide '" 2 , I- 6. UL UOJZ Listing. access hatch. Provide access hatch with fire rating equivalent to rating of wall, K'} 7. UL 1076 For Security. ceiling, or shaft being penetrated. Provide remote annunciator lamp, flush in M 8. IFC _ Adopted Edition. ceiling, adjacent to duct detector location. 9. IMC _ Adopted Edition. F. Fire/Smoke Dampers: 10. City of Portland, City Code and Charter, Title 24-Building Regulations, Title 1. Provide signal and complete connection to fire/smoke dampers where required by 26-Electrical Regulations, and Title 31, Fire Regulations. Division 15. 2. Verify quantities, location and requirements with Division 15 Drawings andCO mechanical system installer. >im REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ELECTRICAL SPECIFICATIONS E4.1 160254.01 ©2011 co. P.C./08A kJ.AI6Hrs MIRED RO EMPLOYEE LOCKERS- I 1 c�� Pie ,g7 �f! I I ' 19-9: ,iii>r I rf� I I I r- 0-I.-I. �' ! ! I I �Qip Y 5 1946y'' ! l - - - - - - j—W— - - - - , r, I 3J1 [ EXPIRES 12/31/17 - - - - - - - - - - - - ' L NOTES GENE - - - - - - - - - - - - - - STO AGEC O I I I - I A. ALL PLUMBIN FIXTURES TO BE CONTRACTOR FURNISHED AND I ! 1 12 I 1 1 3 I I INSTALLED CO PLETE WITH ALL NECESSARY TRIM AND FITTINGS AS RECOMMENDED BY THE MANUFACTURER. I I • I B. CONTRACTOR 0 FURNISH ALL NECESSARY FITTINGS, PIPING, ETC. FOR [ T i I I CONNECTING ASTE AND VENT PIPING. Ar-- n 1 1 2 —s .� C. CONTRACTOR 0 FURNISH ALL NECESSARY PIPE HANGERS AND o 0 1 N 1 frl�IfiY (E)LV (E)WC ZO D. CONTRACTOR 0 VERIFY EXISTING I.E. AND WASTE SIZE PRIOR TO N " ' " ' " "" I CONNECTING NEW WASTE PIPING TO EXISTING SANITARY SEWER. _ I ! ige. I " • I�' �i ! I I '111 0 = vv (E)3" r, n J ! _ ! ! � ._ (E)FS II :11 U i !00 2/O SLOPE I 4'1 i1 PII,IAl,llal.,,l♦•IIIIIIIIIIII�H.......�..� -w w (E)SS ROUTED111! �� {E 4 . w .� O- - = - Illlfllll�ill�ll�l IlUllfl '�'= U a UJ r hili rll !a 111 Iola .� TOMUNICIPAL ! ! �:11,PII\1111 IlllAllllllllllllll III; - _ ___ CC ld WASTE ® STREET DIE a ¢ z 0 (E)LV (E)WC I ! I - - — 0 0 0 0 T. LI Fs-1 (E)WC -t= . N m ca 1 1 1 67 IC -4 - :-F :. N 1-1/2 ii I IN , 1 c iiimmil! C____ TIN 5I IRAW J _ ____ 1 . .II ii (E)LV (E)3 `'(03. . , ! I 1 ENGINEERING, INC. I I o o n' 1,i erltng Ietmgratsd 5ofutlone' • � 1� -iBl , 9615 S.W.Allen vd.,Suite 107 I I I - 66.1 I 1 (E)LV (E)WC Beaverton,Oregon 97005 $ o , Phone: (503)726-3313 — Fax: (503)726-3326 66 - _- 1 I E-mail: nveng�rweng.com - 4 I Project Na.: 382.057.001 -- = C-8-6) 11 I I I f Contact: DWAYNE JOHNSON (E)3" I I II )3" 1 __ „ = I — I 1 ! - 3/4 �--1/2"-\\:4:: �-- d _ 59 60 61 I - :;-.:77.---Trid_: V I ---------- __ 't, I I I — �''.unuu,�Xllnulnrnnnunlslluuulrsluuuu1111r '��.�1 I I 15 I, I . _ __ QLi a [ _ I I i�i��►uu�� u��fE��u�� l .., 1 2 n �3 FS-1 , , I - - 111111111111111111111111111117-111111111111411111111111. • 1-1 4" r- -- �. -IIIIlilif llllllllll7fllllllllfflllllllllllllllllllllllllllllllilillll, — ._.:31 — ;— I 1 j� — — - - - - - - - - - - - - - " C ' L- - '- - l0 lerommtvire0: -.- ,1� -1 I - ----- ------- /. 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REFERENCE ONLY FLOOR PLAN WASTE & NOT APPROVED WITH THIS PERMIT VENT P1.0 160254.01 ©2016 utak P.C./CEA Ail AIGHwS 12ESERVED EMPLOYEE LOCKERS �5�Q��1P Rikrx,_ I I I , ' 19.6': �rt iv..- 1:1 OPIr4r I I I I l II t�d�&a r 5,1 g4�5�4, I I o O I 4,90 A. CA(Z\ - - ■ III - - - - -,.., ----1—i-0--- - - - - - - - - - -- -- - - - - I- - - - - - - - --1' - - F EXPIRES 12/31/17 STORAGE OFFICE — GENERAL NOTES I A. ALL PLUMBING FIXTURES TO BE CONTRACTOR FURNISHED AND 1 1 2 (E)50 GAL. 1 ti ! I INSTALLED COMPLETE WITH ALL NECESSARY TRIM AND FITTINGS AS WH ABOV11111 RECOMMENDED BY THE MANUFACTURER. :ATHR00 - = G I B. CONTRACTOR TO FURNISH ALL NECESSARY FITTINGS, PIPING, ETC. FOR T ! G I 3/4n0 (E)50 GAL.WH ABOVE CONNECTING WASTE AND VENT PIPING. 1 12 { A (E}2PSI GAS (E)2P I AS ' ' = (E)MOP SIN C. 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(E)2"CW� w G "' rei iiiiiiiiiiiiiiiiiiiiiiiiiii __= UIIIIIIIo o IIIIIIIII _ =o �� Z IIIIIIIll4111111111111Ellllll I 11441111 --_ ` v :nuuunnunuullnunuuunnr.'_... ?.tmnu: --- I ___ === Q Z U (E}LV (E)WC 111 I I , " Vil �` -_ 121 a E 1 2 1110 (E)wc __ M 03 CD 1 1 1 67 84 1 4,,II (E)1/2" , Hal,IIIli11l111111111111111111fl111111111111011111111111iw..IIf ==IIIIRIiiiilllllllllllll �l!IIIIIIIIIIIIIIII�IIIIII ! i �=-IIII lf!III IIII III I III ! (E)1/2" , ._ w2 IIIIRIIIIIIIIIIIIIIIIIp!❑IIIIIIIIIIIIIIIIIIl1IIIIIIIIIIIIIII', I J IJI �� n n n O 1 © i =1 (E)LV . , 1] � ENGINEERING, INC. ■ ■ ,. ReW Iil!_ E 1 I (E J n I 'Engineering Integrated Solutions' 1 0 1/2 I ) I� — ' I:( )1/2 , �s � I � Iil Beaverton,Oregon 97005 9815 S.W.Allen Blvd.,Suite 107 II 66.1 o I lioI (E)LV (E)WC r Phone: (503)728-3313 I„ 1 _ _� 1=ax: {503)726-3326 ,1�'I II III -- 66 0 . I LI I Email: rweng®rweng.com K"' ' 86 �i�� _ �= I I Project No.: 382.057.001 li_7 �'� 3/4" E)1/2"I Contact: DWAYNE JOHNSON Mir I " I T-� .` r i 3/4„ Aph 3/4" 3/4" C-1„ „ /I I 1` (192MBH) 1 (192MBH) -1/2 1/2 - 59.1 59 60 61 I (E)350 MBH (90MBH) -0.1 P0.1 j II 11111 EE � =� 3/4,. 3/4” 3/4n Aii MC = M • --- _ !f. r � 'III (�OMBH) (40M BH) A (110MBH) -0. 3/4", 2 PSI GAS -- iii - _____ (11111111111111111111131111111111111111111111111111 - 1.1 1 IIIIIIIIIIIililllllllll11i1II"Clflliliiililillllliil11i11111 r;! _ W0 _W��.� - nn 1DN. IN WALLla II Ii11i111111IBltlllllllllllllllllllllllllllklllli1111111114 I . 1/2 W ■! �� ' _J--�� - - NLti n - - - - - - - - - - - I; C HW , ■elygvo•�y�aaias� III a ❑ , _ _ 1 j_ - ._ 1 oS- I , -3j4 II I " . _ _ z 111 .. ■i— DN. IN WALL ��_J.1 )01►_ i►_ i140i►_ ►_011 1; ■�t�1 • N il Io 1/2 1/2 — _- 111 -. 107 I I 1/2" 1/2" - — — 1► nor► p ► �i whir — — J 9. Ir G I � = iresie . ►ell i �I I■ w : f, I. 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ROUTE HW UNDER BAR TO FIXTURES. EXISTING HOT SINK. ROUTE HW UNDER BAR TO FIXTURES. EXISTING HOT WATER IN Q WATER IN CEILING SPACE ROUTED FROM EXISTING WATER HEATER TO CEILING SPACE ROUTED FROM EXISTING WATER HEATER TO SUPPLY THESE SUPPLY BAR AREA PLUMBING FIXTURES. PLUMBING FIXTURES. O NEW 2 PSI NATURAL GAS IN CEILING SPACE TO SUPPLY NEW COOK LINE ( ) VENT UNDERGROUND NATURAL GAS PIPING PER. CODE APPROVED MEANS FIXTURES AND ROUTED UNDERGROUND TO SUPPLY TWO EXTERIOR FIRE AS REQUIRED BY AUTHORITY HAVING JURISDICTION. PITS, PER. OREGON MECHANICAL CODE C404.1 1, C404.12 & C404.13. ROUTE NEW SUPPLY BACK TO POINT OF CONNECTION WITH EXISTING 2 PSI SUPPLY. � FLOOR PLAN HOT & ( -) 3/4"CW DN. IN WALL, ROUTE CW UNDER BAR TO FIXTURES. EXISTING REFERENCE ONLY COLD WATER,GAS NATURAL COLD WATER IN CEILING SPACE TO BE USED TO SUPPLY BAR AREA PLUMBING FIXTURES. NOT APPROVED WITH THIS PERMI'' F1.1 O 3/4 HW DN. IN WALL, ROUTE HW UNDER BAR TO FIXTURES. EXISTING HOT WATER IN CEILING SPACE ROUTED FROM EXISTING WATER HEATER TO SUPPLY BAR AREA PLUMBING FIXTURES. 160254.01 ©2018 aa. P.C./CUA AIL cd0{15 MEM I 19:•: r I I I 1 j T1 I 1V64- 54Y cA 14Y I 1 - - - I ' k - - - - - - - - - - - - - - - I I I - - -- - - - - - --- -- _ - -- - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - t - - - - - - - - - - - EXP9RES 12/31/17 I I GENERAL NOTES I A. ALL PLUMBING FIXTURES TO BE CONTRACTOR FURNISHED AND -(E)50 GAL. x ' INSTALLED COMPLETE WITH ALL NECESSARY TRIM AND FI INGS AS WH ABOVE RECOMMENDED BY THE MANUFACTURER. r I // BATHROOM IID - I I I B. CONTRACTOR TO FURNISH ALL NECESSARY FITTINGS, PIPI'1G, ETC. FOR 7 r, l I IG 1 3/4" 1 (E)50 GAL. � � -/ O WH ABOVE CONNECTING WASTE AND VENT PIPING. n n (E)2PSI GAS (E 2PSII GAS C. 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IN WALL, ROUTE UNDER SLAB TO BAR AREA, CUT AND 07 1/2"HW DN. IN WALL, ROUTE UNDER SLAB TO ICE FALKER AND HAND >m P1.0 SCALE: 1/4"=1 '-0" PATCH FLOOR. ROUTE HW UNDER BAR TO FIXTURES. EXISTING HOT SINK. ROUTE HW UNDER BAR TO FIXTURES. EXISTING HOT WATER IN a WATER IN CEILING SPACE ROUTED FROM EXISTING WATER HEATER TO CEILING SPACE ROUTED FROM EXISTING WATER HEATER TO SUPPLY THESE SUPPLY BAR AREA PLUMBING FIXTURES. PLUMBING FIXTURES. O NEW 2 PSI NATURAL GAS IN CEILING SPACE TO SUPPLY NEW COOK LINE O VENT UNDERGROUND NATURAL GAS PIPING PER. CODE APPROVED MEANS FIXTURES AND ROUTED UNDERGROUND TO SUPPLY TWO EXTERIOR FIRE AS REQUIRED BY AUTHORITY HAVING JURISDICTION. PITS, PER. OREGON MECHANICAL CODE C404.11 , C404.12 & C404.13. ROUTE NEW SUPPLY BACK TO POINT OF CONNECTION WITH EXISTING 2 PSI SUPPLY. REFERENCE ONLY FLOOR PLAN HOT & O 3/4"CW DN. IN WALL, ROUTE CW UNDER BAR TO FIXTURES. EXISTING NOT APPROVED WITH THIS PERMIT COLD WATER, NATURAL COLD WATER IN CEILING SPACE TO BE USED TO SUPPLY BAR AREA GAS PLUMBING FIXTURES. P1.1 O 3/4"HW DN. IN WALL, ROUTE HW UNDER BAR TO FIXTURES. EXISTING HOT WATER IN CEILING SPACE ROUTED FROM EXISTING WATER HEATER TO SUPPLY BAR AREA PLUMBING FIXTURES. 160254.01 ©2016 CLl P.C./C10A pa MFRS RESERVED t• !iiii. In 14.6 4.461:11:94: 15010 GENERAL PROVISIONS 1 .1 1 SUBMITTALS: qR0 A. CP+N"�D PART 1 - GENERAL 3.3 COORDINATION: 3.10 CUTTING AND PATCHING EXPIRES �z/3i/�� A. SHOP DRAWINGS: THE CONTRACT DRAWINGS INDICATE THE GENERAL LAYOUT OF THE PIPING, A. WHERE THE WORK MUST BE SEQUENCED AND POSITIONED WITH PRECISION IN ORDER TO 1 .1 GENERAL REQUIREMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING DUCTWORK AND VARIOUS ITEMS OF EQUIPMENT. PREPARE AND SUBMIT FOR REVIEW SHOP A. GENERAL: COMPLY WITH THE REQUIREMENTS OF DIVISION 1 FOR FIT INTO THE AVAILABLE SPACE, PREPARE ACCURATE SCALE SHOP DRAWINGS SHOWING GENERAL AND OTHER CONDITIONS APPLY FOR THE WORK SPECIFIED IN THIS SECTION. DRAWINGS OF ALL INSTALLATION NOT DETAILED ON THE CONTRACT DRAWINGS AND ALL THE ACTUAL PHYSICAL DIMENSIONS REQUIRED FOR THE INSTALLATION AND SUBMIT PRIOR THE CUTTING AND PATCHING OF OTHER WORK TO ACCOMMODATE 1 .2 SCOPE OF WORK: CHANGES TO THE CONTRACT DRAWINGS. THE INSTALLATION OF MECHANICAL WORK. DO ALL NECESSARY TO PURCHASE-FABRICATION-INSTALLATION OF ANY OF THE ELEMENTS INVOLVED IN THE CUTTING AND PATCHING OF EXISTING YARD SURFACES REQUIRED A. THE WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE FURNISHING ALL LABOR, B. PRODUCT DATA: COORDINATION. MATERIALS, EQUIPMENT AND SERVICES TO CONSTRUCT AND INSTALL THE COMPLETE 1 . SUBMIT FOR REVIEW MANUFACTURER'S DETAILED SHOP DRAWINGS, SPECIFICATIONS AND FOR COMPLETION OF THE MECHANICAL WORK. PATCH TO MATCH MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. VERIFY ALL STAT SHEETS FOR ALL EQUIPMENT TO BE FURNISHED, AS WELL AS ANY WIRING B. COOPERATE WITH OTHER TRADES IN FURNISHING MATERIAL AND INFORMATION FOR FINISH AND COLOR OF ADJACENT SURFACES. CONDITIONS ON THE JOB SITE AND LAY OUT WORK ACCORDINGLY. DIAGRAM SHOWING FIELD INSTALLED WIRING AND DEVICES. ARRANGEMENT OF SLEEVES, BUCKS, CHASES, MOUNTINGS, BACKING, FOUNDATIONS AND WIRING REQUIRED MECHANICAL EQUIPMENT HAS BEEN BASED ON ITEMS OF SPECIFIC MANUFACTURER FOR INSTALLATION OF MECHANICAL ITEMS. 1 .3 RELATED WORK: INTENDED AS SOMEWHAT TYPICAL OF SEVERAL MAKES, WHICH MAY BE APPROVED. C. COORDINATE ALL WORK WITH OTHER TRADES AND DETERMINE IN ADVANCE WHERE 15060 PIPE AND PIPE FITTINGS A. THE GENERAL PROVISIONS APPLY TO THIS DIVISION, INCLUDING BUT NOT LIMITED TO: n r` 1 . DRAWINGS AND SPECIFICATIONS. 2. LIST THE NAME OF THE MOTOR MANUFACTURER FOR EACH PIECE OF EQUIPMENT. INTERFACING OF THE MECHANICAL WORK AND OTHER WORK ARE REQUIRED TO BE a o 2. CONTRACT MODIFICATIONS, ADDENDUMS AND CHANGE ORDERS. C. SUBMISSION REQUIREMENTS: CONNECTED TOGETHER. PROVIDE ALL MATERIALS AND EQUIPMENT TO MAKE THOSE PART 1 - GENERAL o B. DIVISION 1 , GENERAL REQUIREMENTS, APPLIES TO THIS DIVISION. 1. SHOP DRAWINGS AND PRODUCT DATA: CONNECTIONS. SUBMIT SHOP DRAWINGS SHOWING REQUIRED CONNECTIONS WHERE 1 .1 WORK INCLUDED 1 .4 QUALITY ASSURANCE a. SUBMIT ALL EQUIPMENT AND PRODUCT DATA FOR WORK OF DIVISION 15 SPECIAL CONDITIONS EXIST. `,' A. REGULATORY REQUIREMENTS: TOGETHER IN A GROUP IN A 3-RING LOOSE-LEAF BINDER, WITH EACH ITEM FIELD 3.4 MECHANICAL WORK CLOSEOUT A. PROVIDE ALL PIPE, PIPING FITTINGS AND ALL RELATED 3 ``' 1 . ALL WORK, INSTALLATIONS, MATERIALS AND EQUIPMENT SHALL COMPLY WITH THE UNDER A TAB, AND LABELED WITH ITS RESPECTIVE SPECIATION SECTION NUMBER, COMPONENTS REQUIRED FOR COMPLETE PIPING SYSTEM. REFER LU PROVISION OF THE FOLLOWING CODES, STANDARDS AND REGULATIONS, EXCEPT WHERE ARTICLE AND PARAGRAPH, AND MARK IF APPLICABLE. A. GENERAL: REFER TO THE DIVISION 1 SECTIONS FOR GENERAL CLOSEOUT TO EACH SPECIFICATION SECTION FOR EACH SYSTEM (PLUMBING, c REQUIREMENTS. CALIBRATE ALL EQUIPMENT REQUIRING SAME. HYDRONIC, ETC.) FOR PIPE APPLICATION. a MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: D. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO: 1 . SEE THAT ALL SUBMITTALS ARE IN PROPER ORDER. B. RECORD DRAWINGS: SUBMIT RECORD SET OF DRAWINGS REQUIRED IN SECTION 01340, 1 .2 REFERENCES D a. STATE OF OREGON INTERNATIONAL MECHANICAL CODE. (IMC) I- 2. INSURE THAT ALL EQUIPMENT WILL FIT IN THE SPACE PROVIDED. SUBMITTALS AND AS PREVIOUSLY SPECIFIED IN THIS SECTION. w b. STATE OF OREGON PLUMBING SPECIALTY CODE. (UPC) A. ANS!/ASME SEC. 9 - WELDING AND BRAZING QUALIFICATIONS. tY c. STATE OF OREGON STRUCTURAL SPECIALTY CODE. (IBC) 3. ASSURE THAT ALL DEVIATION FROM DRAWINGS AND SPECIFICATION ARE SPECIFICALLY NOTED AND CALLED TO THE ATTENTION OF THE ENGINEER/ARCHITECT/CONTRACTING B. ANSI/ASTM 832 - SOLDER METAL. c a d. NATIONAL ELECTRICAL CODE. (NEC) OFFICER IN THE SUBMITTALS. FAILURE TO COMPLY WILL VOID APPROVAL w e. ALL CITY, COUNTY, STATE AND FEDERAL APPLICABLE LAWS AND REGULATIONS. C. ANSI/AWS D1.1 - STRUCTURAL WELDING CODE. a Qz AUTOMATICALLY. 15050 BASIC MATERIALS AND METHODS a ce E f. REGULATIONS AND STANDARDS SET FORTH BY ASME, ASHRAE, SMACNA, AGA AND D. ASME - BOILER AND PRESSURE VESSEL CODE. 4. DEVIATION, DISCREPANCIES, AND CONFLICTS BETWEEN THE SUBMITTALS AND THE a z ARI. CONTRACT DOCUMENTS DISCOVERED PRIOR TO OR AFTER THE REVIEW PROCESS SHALL E. ASTM A53 - PIPE, STEEL, BLACK AND HOT-DIPPED ZINC COATED, m 2. SHOULD THERE BE ANY DIRECT CONFLICT BETWEEN CODES AND THE DRAWINGS AND PART 1 - GENERAL WELDED AND SEAMLESS. N cv SPECIFICATIONS, THE CODES, RULES AND REGULATIONS SHALL GOVERN. NOT RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY TO COMPLY WITH THE _ 3. WHERE TWO OR MORE CODES OR REGULATIONS APPLY, THE MORE STRINGENT OF THE CONTRACT DOCUMENTS. F. ASTM A120 - PIPE, STEEL, BLACK AND HOT-DIPPED ZINC E. ELECTRONIC SUBMISSION REQUIREMENTS (IF APPROVED BY ARCHITECT AND OWNER): 1 .1 SECTION INCLUDES: COATED (GALVANIZED), WELDED AND SEAMLESS, FOR ORDINARY TWO SHALL BE EXERCISED. 1 . SHOP DRAWINGS AND PRODUCT DATA: A. ITEMS COMMON TO MORE THAN ONE SECTION OF DIVISION 15 AND GENERAL USES. R&M f B. MATERIALSUAND EQUIPMENTS: a. SUBMIT ALL EQUIPMENT AND PRODUCT DATA FOR WORK OF DIVISION 15 CONSTRUCTION PROCEDURES AND PRODUCTS. WORK DESCRIBED IN THIS SECTION 1 . EQUIPMENT FURNISHED SHALL MEET ALL REQUIREMENTS OF THE DRAWINGS AND G. ASTM A536 - DUCTILE IRON CASTINGS. SPECIFICATIONS AND BE SUITABLE FOR THE INSTALLATION. EQUIPMENT NOT MEETING TOGETHER IN A GROUP IN A SINGLE PDF FORMAT FILE, WITH EACH ITEM FILED APPLIES TO ALL SECTIONS OF DIVISION 15. BEHIND A COVER SHEET, AND LABELED WITH ITS RESPECTIVE SPECIFICATION H. ASTM F477 - ELASTOMERIC SEALS (GASKETS) FOR JOINING ENGINEERING, INC. ALL REQUIREMENTS WILL NOT BE ACCEPTABLE. 1 .2 STORAGE AND HANDLING 'E+glnsarrrg i�eegras.sd sorutrone' 2. WHERE TWO OR MORE UNITS OF THE SAME CLASS OF EQUIPMENT ARE FURNISHED, SECTION NUMBER, ARTICLE AND PARAGRAPH, AND MARK IF APPLICABLE. PLASTIC PIPE. 9615 S .Allen Blvd.,Suite 107 b. INCLUDE A COMPLETE INDEX IN THE ORIGINAL SUBMITTAL. INDICATE BOTH A. DELIVER MATERIALS TO THE PROJECT SITE WITH MANUFACTURER'S LABELS INTACT AND I. AWS A5.8 - BRAZING FILLER METAL. Beaverton,Oregon 97005 USE PRODUCTS OF THE SAME MANUFACTURER. ORIGINAL ITEMS SUBMITTED AND NOTE STRAGGLERS THAT WILL BE SUBMITTED AT LEGIBLE. HANDLE MATERIALS WITH CARE TO AVOID DAMAGE. STORE MATERIALS INSIDE Phone: (503)726-3313 3. FURNISH ALL MATERIALS AND EQUIPMENT, NEW AND OF SIZE, TYPE AND QUALITY PROTECTED FROM WEATHER, DIRT AND CONSTRUCTION DUST. WHERE NECESSARY TO J. AWWA C601 - STANDARD METHODS FOR THE EXAMINATION OF Fax (503)726-3326 HEREIN SPECIFIED. A LATER DATE TO AVOID DELAY IN SUBMITTING. WATER AND WASTE WATER. E-mail: rweng@nveng.com C. ADDITIONAL PRODUCT DATA SUBMITTED AFTER RETURN OF THE ORIGINAL FILE STORE OUTSIDE, ELEVATE WELL ABOVE GRADE AND ENCLOSE WITH DURABLE, Project No. 382.057.001 C. WORKMANSHIP: SHALL INCLUDE A COVER SHEET SIMILAR TO THAT ORIGINALLY SUBMITTED. UPON WATERPROOF WRAPPING. LABEL EQUIPMENT AS SOON AS IT ARRIVES AT JOB SITE. K. AWWA C606 - STANDARD SPECIFICATION FOR GROOVED AND Contact: DWAYNE JOHNSON 1 . FOLLOW MANUFACTURERS' INSTRUCTIONS. IF THEY ARE IN CONFLICT WITH THE RECEIPT OF THE RETURN SUBMITTAL, INSERT THEM IN THE PREVIOUSLY SHOULDERED JOINTS. DRAWINGS AND SPECIFICATIONS, OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR SUBMITTED ELECTRONIC FILE. L. ASTM D1784 - PVC PIPING TO BEGINNING THE WORK. d. SUBMISSION OF OVERALL LINE OR GENERAL CATALOG DATA WILL NOT BE PART 2 - PRODUCTS D. CUTTING AND PATCHING: M. ASTM D2661 - ABS PIPING ACCEPTED, SUBMITTALS MUST BE TAILORED TO SPECIFIC MODEL BEING SUBMITTED 1 . PROVIDE FOR CUTTING, PATCHING AND REPAIRING FOR THE INSTALLATION OF THE 1 .3 QUALITY ASSURANCE WORK SPECIFIED, INCLUDING MASONRY WORK, CONCRETE WORK, CARPENTRY WORK ON. 2.1 QUALITY ASSURANCE11 AND PAINTING. WORK SHALL BE PERFORMED BY SKILLED CRAFTSMEN OF THE e. INDICATION OF UNIT, MODEL, FEATURES, ETC BEING SUBMITTED MUST BE MARKED A. PROVIDE PRODUCTS WHICH ARE COMPATIBLE WITH OTHER PORTIONS OF THE WORK AND A. CONFORM TO ANSI/ASME 831 .9 FOR PRESSURIZED SYSTEM AS 15 RESPECTIVE TRADE. BY BOLD ARROW, BOLD CIRCLE OR OTHER CLEAR MEANS THAT WILL REPRODUCE PROVIDE PRODUCTS WITH THE PROPER AND CORRECT POWER AND FUEL BURNER WELL AS ALL APPLICABLE CODES. 1 .5 DRAWINGS: IN BLACK AND WHITE. USE OF HIGHLIGHTS, COLORED TEXT OR OTHER COLORED CHARACTERISTICS AND SIMILAR ADAPTATIONS FOR THE PROJECT. B. WELDING MATERIALS AND PROCEDURES: CONFORM TO ASME Iiiii INDICATORS CANNOT BE USED. CODE AND APPLICABLE STATE LABOR REGULATIONS. A. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY 2.2 MATERIALS ONE SHALL BE AS IF CALLED FOR BY BOTH. ALL ITEMS SHOWN ON THE DRAWINGS ARE f. ELECTRONIC SUBMISSIONS REVIEW AND COMMENT WILL BE IN ELECTRONIC PDF FORMAT ONLY. SUBMISSION IN AN ELECTRONIC FORMAT WILL BE CONSIDERED A. ALL MATERIALS AND PRODUCTS USED FOR CONSTRUCTION SHALL BE NEW, OF THE BEST C. WELDERS CERTIFICATION: IN ACCORDANCE WITH ANSI/ASME SEC NOT NECESSARILY INCLUDED IN THE SPECIFICATIONS. ALL DIRECTIVES AND INSTRUCTIONS ACCEPTANCE OF THIS REVIEW PROCESS AND FORMAT. GRADE, AND THE LATEST PRODUCTS AS LISTED IN PRINTED CATALOG DATA. 9. AND ANS!/AWS D1 .1 . TO FURNISH, PROVIDE, INSTALL, COMPLETE AND TEST DESCRIBED IN THE DESIGN 1.12 START-UP: B. ALL ARTICLES OF A KIND SHALL BE THE STANDARD PRODUCT OF A SINGLE D. ALL CASTINGS USED FOR COUPLING HOUSINGS, FITTINGS, VALVE DOCUMENTS SHALL BE INTERPRETED AS DIRECTIVES UNLESS CLEARLY SPECIFIED A. COORDINATE SCHEDULE FOR START-UP OF VARIOUS EQUIPMENT AND SYSTEMS. MANUFACTURER. BODIES, ETC., SHALL BE DATE STAMPED FOR QUALITY ASSURANCEU OTHERWISE. B. NOTIFY OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO START-UP OF EACH ITEM. AND TRACEABILITY. B. SHOULD THE DOCUMENTS INDICATE A CONDITION WHICH WILL CONFLICT WITH THE C. VERIFY THAT EACH PIECE OF EQUIPMENT OF SYSTEM HAS BEEN CHECKED PRIOR TO C. TRADE NAMES AND MANUFACTURERS NAMES DENOTE THE CHARACTER AND QUALITY OF GOVERNING CODES AND REGULATIONS, THE CONTRACTOR SHALL REFRAIN FROM INSTALLING EQUIPMENT DESIRED AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. 1 .4 SUBMITTALS START-UP FOR PROPER LUBRICATION, THAT PORTION OF THE WORK UNTIL RECEIVING VERIFICATION FROM THE OWNER'S DRIVE ROTATION, BELT TENSION, CONTROL SEQUENCE, 2.3 STARTERS AND SWITCHES A. SUBMIT PRODUCT DATA UNDER PROVISIONS OF SECTION 15010 OR OTHER CONDITIONS, WHICH MAY CAUSE DAMAGE. 15895 SW 72ND AVE SUITE 200 REPRESENTATIVE. ANY WORK INSTALLED IN VIOLATION OF THE GOVERNING CODES WILL BE AND DIVISION 1 . REMOVED AND CORRECTLY INSTALLED BY THE CONTRACTOR AS PART OF THE CONTRACT D. VERIFY THAT TESTS, METER READINGS AND SPECIFIED ELECTRICAL CHARACTERISTICS AGREE A. MANUAL SWITCHES: PROVIDE ON MOTORS 1/3 HORSEPOWER AND SMALLER EXCEPT PORTLAND, OREGON 97224 WITH THOSE REQUIRED BY THE EQUIPMENT OR SYSTEM MANUFACTURER. WHERE AUTOMATIC CONTROL OR INTERLOCK IS INDICATED. INCLUDE PILOT LIGHT. B. INCLUDE DATA ON PIPE MATERIALS, PIPE FITTINGS AND T E L : 5 0 3 . 2 2 6 . 1 2 8 5 WORK. E. VERIFY THAT WIRING AND SUPPORT COMPONENTS FOR EQUIPMENT ARE COMPLETED AND PROVIDE OVERLOAD PROTECTION WHERE NOT PROTECTED BY PANEL BOARD CIRCUIT ACCESSORIES. F A X : 5 0 3 . 2 2 6 . 1 6 7 0 C. THE CONTRACTOR, BEFORE SUBMITTING A BID ON THE WORK, MUST VISIT THE SITE TO TESTED. BREAKER OR FUSED DISCONNECT SWITCH. 1 .5 DELIVERY, STORAGE, AND HANDLING w w W . c I D A I N c . c 0 M BECOME FAMILIAR WITH ALL VISIBLE EXISTING CONDITIONS. AS A RESULT OF HAVING F. EXECUTE START-UP UNDER SUPERVISION OFRESPONSIBLE MANUFACTURER'S VISITED THE PREMISES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION 2.4 ELECTRICAL EQUIPMENT A. DELIVER PRODUCTS TO SITE UNDER PROVISIONS OF SECTION OF THE WORK AS IT RELATES TO SUCH VISIBLE EXISTING CONDITIONS. THE SUBMISSION REPRESENTATIVE OR CONTRACTOR'S PERSONNEL IN ACCORDANCE WITH MANUFACTURER'S A. EQUIPMENT WIRING: INTERCONNECTING WIRING WITHIN OR ON A PIECE OF MECHANICAL 15010. OF THE BID WILL BE CONSIDERED AN ACKNOWLEDGEMENT OF THE PART OF THE BIDDER INSTRUCTIONS. EQUIPMENT SHALL BE PROVIDED WITH THE EQUIPMENT UNLESS REQUIRED OTHERWISE. B. STORE AND PROTECT PRODUCTS UNDER PROVISIONS OF SECTION OF VISITATION TO THE SITE. 1 .13 FEES, PERMITS AND INSPECTIONS: THE CONTRACTOR IS RESPONSIBLE TO APPLY FOR AND PROVIDE ALL NECESSARY FIELD WIRING AND DEVICES FROM THE POINT OF CONNECTION 15010 AND PROVIDE FACTORY APPLIED END CAPS EACH LENGTH OBTAIN ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY D. THE CONTRACTOR IS RESPONSIBLE TO APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, HAVING JURISDICTION. INDICATED ON THE ELECTRICAL DRAWINGS TO EACH EQUIPMENT ITEM. OF PIPE AND TUBES TO PREVENT DAMAGE TO PIPE-ENDS AND LIJ FEES AND INSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY HAVING JURISDICTION. B. CONTROL WIRING: ALL CONTROL WIRING FOR MECHANICAL EQUIPMENT SHALL BE ELIMINATE DIRT AND MOISTURE FROM INSIDE OF PIPES AND 1 .6 SUBSTITUTION AND PRODUCT OPTIONS: PROVIDED UNDER SECTION 15900, CONTROLS AND INSTRUMENTATION. TUBES.A. THE USE OF MANUFACTURER'S NAMES, MODELS AND NUMBERS IN THE DRAWINGS AND PART 2 - PRODUCTS CO SPECIFICATIONS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE AND C. CODES: ALL ELECTRICAL EQUIPMENT AND PRODUCTS SHALL BEAR THE U.L. AND/OR USEFULNESS. 2.1 MATERIAL: C.S.A. LABEL AS REQUIRED BY GOVERNING CODES AND ORDINANCES. REFER TO PART 2 - PRODUCTS O B. SUBMIT FOR THE OWNER'S REPRESENTATIVE'S REVIEW, MANUFACTURER'S DETAILED A. ALL MATERIALS AND PRODUCTS USED FOR CONSTRUCTION SHALL BE NEW, OF THE BEST PARAGRAPH 1 .3, QUALITY ASSURANCE FOR DEFINITION OF TESTING AGENCY CERTIFICATION SPECIFICATIONS AND DATA SHEETS FOR ALL PROPOSED SUBSTITUTIONS. SUBMITTALS GRADE, AND LATEST PRODUCTS AS LISTED IN PRINTED CATALOG DATA. ALL ARTICLES OF A REQUIREMENTS. 2.1 SANITARY SEWER AND VENT PIPING, KIND SHALL BE THE STANDARD PRODUCT OF A SINGLE MANUFACTURER. TRADE NAMES ANDI SHALL CONSIST OF A SINGLE SHEET, OR SPECIFIC DATA NEED FOR CONSIDERATION OF 2.5 ESCUTCHEONS APPROVAL. ALL PERTINENT DATA LISTED IN THE SPECIFICATIONS AND ON THE DRAWINGS MANUFACTURERS NAMES DENOTE A CHARACTER AND QUALITY OF EQUIPMENT DESIRED AND A. CAST IRON PIPE: ASTM A74, HUBLESS, SERVICE WEIGHT. SHALL NO BE CONSTRUED AS LIMITING COMPETITION. A. BRASS MATERIAL, CHROME PLATED FINISH. SIZE SUFFICIENT TO COVER ALL PIPE FITTINGS: CAST IRON. JOINTS: NEOPRENE GASKETS AND • SHALL BE FURNISHED, INCLUDING ALL SPECIAL FEATURES. SEE THAT ALL SUBMITTALS ARE B. ASBESTOS: DO NOT USE PRODUCTS MADE OF OR CONTAINING ASBESTOS. OPENINGS THROUGH WALL, FLOOR OR CEILING. SET SCREW OR SPRING TO SECURE TO STAINLESS STEEL CLAMP-AND-SHIELD ASSEMBLIES. HUSKY 0 IN PROPER ORDER, AND THAT ALL EQUIPMENT WILL FIT THE SPACE PROVIDED. 2.2 QUALITY ASSURANCE PIPE. SD4000 OR ACCEPTED SUBSTITUTE. PIPE AND FITTINGS TO BE iii IY C. ALL REQUESTS FOR APPROVAL OF SUBSTITUTIONS FOR MATERIALS OTHER THAN THOSE A. REFER TO DIVISION 1 FOR INFORMATION REGARDING AVAILABLE ALTERNATIVES TO MATERIALS 2.6 ROOF FLASHING MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SPECIFIED MUST BE SUBMITTED IN ACCORDANCE WITH INSTRUCTIONS TO BIDDER. AND EQUIPMENT SPECIFIED HEREIN. PRODUCT LISTINGS ARE FOR INFORMATIONAL PURPOSES AUSE FLASHING PRODUCTS SPECIFICALLY DESIGNED FOR AND COMPATIBLE WITH METAL SOIL INSTITUTE AND BE LISTED BY NSF INTERNATIONAL OR MUST I- 't D. ALL CHANGES REQUIRED DUE TO PRODUCT SUBSTITUTIONS ARE THE RESPONSIBILITY OF A.ONLY AND ESTABLISH A GENERAL STANDARD OF QUALITY. REQUIRE PRIOR APPROVAL OF THE ENGINEER. O �/� N THE CONTRACTOR. B. PROVIDE PRODUCTS WHICH ARE COMPATIBLE WITH OTHER PORTIONS OF THE WORK AND ROOFING SYSTEM USED. `/J 1 .7 PROJECT RECORD DRAWINGS: PART 3 - EXECUTION B. ABS. SCHEDULE 40 WITH SOLVENT JOINTS APPROVED. 0 PROVIDE PRODUCTS WITH THE PROPER AND CORRECT POWER AND FUEL BURNER i-- A. OBTAIN DRAWINGS FROM ARCHITECT. 2.2 WATER PIPING, ABOVE GRADE Z B. KEEP DRAWINGS CLEAN, UNDAMAGED AND UP TO DATE. CHARACTERISTICS AND SIMILAR ADAPTATIONS FOR THE PROJECT. w LA., Q) 2.3 INSPECTION: 3.1 WALL AND CEILING ESCUTCHEONS A. COPPER TUBING: ASTM B88, TYPE L, HARD DRAWN. FITTINGS: C. RECORD AND ACCURATELY INDICATE THE FOLLOWING: w0 (' A. ALL WORK AND MATERIALS ARE SUBJECT TO FIELD OBSERVATION AT ANY AND ALL TIMES BY ANSI/ASTM B16.22, CAST BRASS, OR ANSI/ASME 816.29, iy 1 . DEPTHS, SIZES AND LOCATIONS OF ALL BURIED AND CONCEALED PIPING. A. INSTALL ON PIPING PASSING THROUGH FINISHED WALLS, FLOORS, CEILINGS, PARTITIONS > Q 2. LOCATIONS OF ALL CLEAN-OUTS. THE OWNER'S REPRESENTATIVE. AND PLASTER FURRINGS. ESCUTCHEONS SHALL COMPLETELY COVER OPENING AROUND WROUGHT COPPER. JOINTS (LESS THAN 3-INCH): ANSI/ASTM 0 - 0 3. CHANGES, ADDITIONS AND REVISIONS DUE TO CONTRACT MODIFICATIONS. B. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF TWO DAYS PIPE. 16.22 SOLDER, GRADE 95TA. JOINTS (GREATER THAN 3-INCH): 0 CK 4. LOCATIONS OF TRACER WIRE TERMINAL POINTS. PRIOR TO TESTING ANY PIPING SYSTEM WHICH MUST BE WITNESSED AND ACCEPTED BEFORE BRAZED. CO D. DRAWINGS TO BE AVAILABLE FOR ARCHITECT REVIEW. IT IS COVERED UP OR ENCLOSED. B. SECURE WALL AND CEILING ESCUTCHEONS TO PIPE OR STRUCTURE. B. CROSS-LINKED POLYETHYLENE TUBING AND FITTINGS L o E. SUBMIT AS A PART OF PROJECT CLOSEOUT DOCUMENTS C. IF AN OBSERVER FINDS ANY MATERIAL OR WORK NOT CONFORMING TO THESE C. ESCUTCHEONS SHALL NOT PENETRATE INSULATION VAPOR BARRIERS. Q < CC Q 1 .8 PROJECT CONDITIONS: SPECIFICATIONS, WITHIN THREE DAYS AFTER BEING NOTIFIED, REMOVE THE MATERIALS FROM 3.2 MECHANICAL EQUIPMENT WIRING 1 . TUBING Z A. EXISTING CONDITIONS: PRIOR TO BIDDING, VERIFY AND BECOME FAMILIAR WITH ALL EXISTING THE PREMISES AND REPLACE WITH APPROVED MATERIALS. IF THE MATERIAL HAS BEEN A. PROVIDE ALL MECHANICAL EQUIPMENT MOTORS, AUTOMATIC TEMPERATURE, LIMIT, FLOAT a. CROSS-LINKED POLYETHYLENE (PEX) TUBING TO W CONDITIONS INCLUDING EXISTING PIPING ROUTING, EQUIPMENT AND DUCTWORK ROUTING BY INSTALLED, THE ENTIRE EXPENSE OF REMOVING AND REPLACING SHALL BE BORNE OF THE COMPLY WITH ASTM F876 AND F877. w CONTRACTOR. AND SIMILAR CONTROL DEVICES REQUIRED, WITH WIRING COMPLETE FROM POWER E- r._. VISITING THE SITE AND INCLUDE ALL FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS SOURCE INDICATED ON ELECTRICAL DRAWINGS. b. TUBING SHALL HAVE A STANDARD GRADE HYDROSTATIC M WORK. INCLUDE ALL RELATED COSTS IN THE INITIAL BID PROPOSAL. B. PROVIDE PROPERLY RATED MOTOR OVERLOAD AND UNDER VOLTAGE PROTECTION AND ALL DESIGN STRESS OF NOT LESS THAN 630 PSI FOR B. COORDINATE EXACT REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. CHECK ALL PART 3 - EXECUTION WATER AT 73.4F, 400 PSI FOR WATER AT 180E AND INFORMATION AND REPORT ALL DISCREPANCIES BEFORE FABRICATION WORK. REPORT MANUAL OR AUTOMATIC MOTOR OPERATING DEVICES FOR ALL MECHANICAL EQUIPMENT. 315 PSI FOR WATER AT 200F DETERMINED IN cot1N CHANGES IN THE TIME TO AVOID UNNECESSARY WORK. MAKE CHANGES AS DIRECTED BY 3.1 EQUIPMENT PROTECTION C. EQUIPMENT AND SYSTEMS SHOWN ON THE DRAWINGS AND/OR SPECIFIED, ARE BASED ACCORDANCE WITH PLASTIC PIPE INSTITUTE TECHNICAL OWNER'S REPRESENTATIVE. A. KEEP PIPE, DUCTWORK AND CONDUIT OPENINGS CLOSED BY MEANS OF PLUGS OR CAPS TO UPON REQUIREMENTS OF SPECIFIC MANUFACTURERS WHICH ARE INTENDED AS SOMEWHAT REPORT. 1 .9 WARRANTY: PREVENT THE ENTRANCE OF FOREIGN MATTER. PROTECT PIPING, CONDUIT, DUCTWORK, TYPICAL OF SEVERAL MAKES WHICH MAY BE APPROVED. PROVIDE ALL FIELD WIRING A. PROVIDE A WRITTEN GUARANTY COVERING THE WORK OF THIS DIVISION FOR A PERIOD OF FIXTURES, EQUIPMENT AND APPARATUS AGAINST DIRTY WATER, CHEMICAL OR MECHANICAL AND/OR DEVICES NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM INCLUDING c. THE TUBING SHALL BE CROSS-LINKED USING THE DAMAGE BOTH BEFORE AND AFTER INSTALLATION. RESTORE DAMAGED OR CONTAMINATED "ENGEL METHOD. ONE CALENDAR YEAR FORM THE DATA OF ACCEPTANCE OF THE ENTIRE PROJECT AS FIXTURES, EQUIPMENT OR APPARATUS TO ORIGINAL CONDITIONS OR REPLACE AT NO COST CONTROLS FOR THE ACTUAL SELECTED EQUIPMENT/SYSTEM. REQUIRED BY THE GENERAL PROVISIONS. TO THE OWNER. D. PROVIDE ALL STARTERS FOR MECHANICAL MOTORS. REVIEW ELECTRICAL SPECIFICATIONSIC:C B. PROVIDE MANUFACTURER'S WRITTEN WARRANTIES FOR MATERIAL AND EQUIPMENT FURNISHED 3.2 CLEANING AND DRAWINGS TO DETERMINE WHICH MECHANICAL MOTOR STARTERS WILL BE PROVIDED UNDER THIS DIVISION INSURING PARTS AND LABOR FOR A PERIOD OF ONE YEAR FROM A. GENERAL: CLEAN MECHANICAL AND PLUMBING EQUIPMENT, FIXTURES, PIPING AND UNDER THE ELECTRICAL SPECIFICATION SECTIONS AND PROVIDE ALL OTHERS. THE DATE OF ACCEPTANCE OF THE ENTIRE PROJECT. NOTIFICATION. DUCTWORK OF STAMPINGS AND MARKINGS (EXCEPT THOSE REQUIRED BY CODES), IRON 3.3 INSTALLATION C. CORRECT WARRANTY ITEMS PROMPTLY UPON CUTTINGS, AND OTHER REFUSE. A. LOCATING AND POSITIONING EQUIPMENT: COMPLY WITH ALL CODES, REGULATIONS AND i .10 OPERATIONS AND MAINTENANCE DATA: B. PAINTED SURFACES: CLEAN SCRATCHED OR MARRED PAINTED SURFACES OF RUST OR A. PRIOR TO FINAL INSPECTION, PROVIDE THREE (3) COPIES OF MANUFACTURER'S OBSERVE GOOD COMMON PRACTICE IN LOCATING AND INSTALLING MECHANICAL MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT OR ITEMS REQUIRING SERVICE. OTHER FOREIGN MATER AND PAINT WITH MATCHING COLOR INDUSTRIAL ENAMEL, EXCEPT AS EQUIPMENT AND MATERIAL SO THAT COMPLETED INSTALLATION PRESENTS THE LEAST REFERENCE ONLY OTHERWISE NOTED. POSSIBLE HAZARD. MAINTAIN ADEQUATE CLEARANCES FOR REPAIR, SERVICE AND MANUALS AND PARTS LIST FOR EACH PIECE OF EQUIPMENT OR ITEM REQUIRING SERVICING. C. BEFORE OPERATING ANY EQUIPMENT OR SYSTEMS, MAKE THOROUGH CHECK TO DETERMINE OPERATION TO ALL EQUIPMENT AND COMPLY WITH CODE REQUIREMENTS. SET ALL NOT APPROVED WITH THIS PERMIT MANUAL SHALL INCLUDE MANUFACTURER'S OPERATION AND MAINTENANCE INSTRUCTION THAT SYSTEMS HAVE BEEN FLUSHED AND CLEANED AS REQUIRED AND EQUIPMENT HAS EQUIPMENT LEVEL OR AS RECOMMENDED BY MANUFACTURER. PLUMBING INCLUDE IN THE MANUAL MANUFACTURER'S SERVICE DATA, WIRING DIAGRAMS AND PARTS BEEN PROPERLY INSTALLED, LUBRICATED AND SERVICED. CHECK FACTORY INSTRUCTIONS TO LISTS FOR ALL MAJOR ITEMS OF EQUIPMENT, VALVE CHARTS, BALANCING DATA, FINAL SEE THAT INSTALLATIONS HAVE BEEN MADE ACCORDINGLY AND THAT RECOMMENDED B. ARRANGEMENT: ARRANGE DUCTWORK AND PIPING PARALLEL WITH PRIMARY LINES OF SPECIFICATIONS CONTROL DIAGRAMS SHOWING FINAL SET POINTS AND ANY ADDITIONAL EQUIPMENT ADDED LUBRICANTS HAVE BEEN USED. THE BUILDING CONSTRUCTION. BY CONTRACT MODIFICATION. C. ADJUSTING: ADJUST AND CALIBRATE ALL AUTOMATIC MECHANICAL EQUIPMENT, MIXING Pa 0 VALVES, FLUSH VALVES, FLOAT DEVICES, ETC. ADJUST FLOW RATES AT EACH PIECE OF EQUIPMENT OR FIXTURE. 160254.01 0 2016 Co. P.C./CIU, ALL ROM RESERVED v5`��v,1 N ROT( so r..„.., 19. . 9 r. (0- :rI . - 49D k CO' 2. FITTINGS: Q. CORROSION CONTROL UNDERGROUND STEEL PIPING CORROSION PROTECTION: 3.8 TEST 15140 SUPPORTS AND ANCHORS [ EXPIRES 12/31/17 a. FITTINGS FOR TUBING SHALL BE INSERT TYPE WITH REINFORCEMENT FACTORY WRAP ALL UNINSULATED UNDERGROUND STEEL PIPING SYSTEMS WITH A. GENERAL RINGS. PROTECTIVE COATING COMPOSED OF A COAL-TAR SATURATED WRAPPING TAPE OVER 1 . MINIMUM DURATION OF TWO HOURS OR LONGER, AS DIRECTED FOR ALL PART 1 - GENERAL b. REINFORCEMENT RINGS SHALL BE MANUFACTURED TO PRODUCE A A 20 MIL THICK COAL-TAR EPDXY COATING. WRAP JOINTS WITH A MINIMUM OF TESTS. FURNISH REPORT OF TEST OBSERVATION SIGNED BY QUALIFIED PRESSURE TIGHT SEAL. WIDTH OF WRAP. EXTEND WRAP NOT LESS THAN 4-INCHES ABOVE GRADE. INSPECTOR. MAKE ALL TESTS BEFORE APPLYING INSULATION, BACKFILLING, 1 .1 WORK INCLUDED c. FITTING INSERT SHALL BE OF SUCH DIMENSION IN THAT THE TUBING R. PIPE SLEEVES: LAY OUT WORK IN ADVANCE OF POURING CONCRETE AND FURNISH OR OTHERWISE CONCEALING PIPING OR CONNECTING FIXTURES OR EQUIPMENT. A. PROVIDE PIPE AND EQUIPMENT HANGER, SUPPORT, ANCHORS AND ALL MUST BE EXPANDED IN ORDER TO FACILITATE INSERTION OF THE FITTING AND SET SLEEVES NECESSARY TO COMPLETE WORK. WHERE PART OF THE SYSTEM MUST BE TESTED TO AVOID CONCEALMENT RELATED ITEMS FOR COMPLETE SYSTEMS. INTO THE TUBE. 1 . FLOOR SLEEVES: PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE BEFORE THE ENTIRE SYSTEM IS COMPLETE, TEST THAT PORTION SEPARATELY, 1 .2 QUALITY ASSURANCE d. EXPANSION OF THE TUBING AND RING SHALL BE ACCOMPLISHED BY A CONSTRUCTION. EXTEND SLEEVE 2-INCHES ABOVE FINISHED FLOOR. CAULK SAME AS FOR ENTIRE SYSTEM. A. SUPPORTS FOR SPRINKLER PIPING AND STANDPIPES: IN CONFORMANCE WITH TOOL DESIGNED EXPRESSLY FOR THAT PURPOSE. ALL PIPES PASSING THROUGH FLOOR WITH NONSHRINKING GROUT OR B. SEWER: FURNISH ALL FACILITIES AND PERSONNEL FOR CONDUCTING THE TEST. NFPA 13 AND 14. n N APPROVED CAULKING COMPOUND. PROVIDE LINK-SEAL SLEEVE SEALING TEST IN ACCORD WITH THE REQUIREMENTS OF STATE PLUMBING INSPECTOR AND B. PROVIDE PRE-MANUFACTURED HORIZONTAL PIPING AND DUCTWORK HANGERS, CsJ a Ei e. FITTINGS SHALL COMPLY WITH ASTM F877. SYSTEM FOR SLAB ON GRADE. CAULK/SEAL ALL PIPING PASSING THROUGH LOCAL AUTHORITIES. CLAMPS, HANGER ROD, SHIELDS, SUPPORTS, ETC. o N 3. MANIFOLDS: PROVIDE PREMANUFACTURED MANIFOLDS OF THE SAME MANUFACTURER AS FIRE RATED BUILDING ASSEMBLIES WITH UL RATED ASSEMBLIES. PROVIDE C. PLUMBING WASTE AND VENT PIPING: HYDROSTATIC TEST BY FILLING TO HIGHEST C. SEISMIC REQUIREMENTS: PROVIDE SEISMIC RESTRAINTS IN ACCORD WITH THE �; THE PIPING. FIRE-RATED ASSEMBLIES PER LOCAL CODE REQUIREMENTS. POINT, BUT NOT LESS THAN 10 FOOT WATER COLUMN ON MAJOR HORIZONTAL LATEST EDITION OF "SEISMIC RESTRAINT MANUAL GUIDELINES" AS PUBLISHED 4. MANUFACTURERS: WIRSBO OR ACCEPTED SUBSTITUTE. 2. WALL SLEEVES: PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR PORTION. BY SMACNA. SEISMIC HAZARD LEVEL (SHL) OF "A". A LOWER SHL WILL BE 2.3 PRIMING LINES MASONRY CONSTRUCTION. PROVIDE SLEEVE FLUSH WITH FINISHED FACE OF D. WATER PIPING: HYDROSTATIC PRESSURE OF 100 PSIG WITHOUT LOSS FOR FOUR ALLOWED PROVIDED THE CONTRACTOR PROVIDES CALCULATIONS STAMPED BY El WALL. CAULK ALL PIPES PASSING THROUGH WALLS WITH NONSHRINKING HOURS. A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER IN THE STATE THE A. COPPER TUBING: ASTM B88, TYPE L, ANNEALED. FITTINGS: ANSI/ASTM 816.22, CAULKING COMPOUND. CAULK/SEAL ALL PIPING PASSING THROUGH FIRE PROJECT IS LOCATED INDICATING A LOWER SHL IS ACCEPTABLE. ce WROUGHT COPPER. JOINTS: ANSI/ASTM 816.22, SOLDER, GRADE 95TA. PEX RATED BUILDING ASSEMBLIES WITH UL RATED ASSEMBLIES. PROVIDE E. NATURAL GAS PIPING: ONE HALF HOUR MINIMUM AIR AT 60 PSIG FOR 2 PSIG 1.- APPROVED. GAS, AND 15 MINUTES AT 10 PSIG FOR 7 INCH WATER GAUGE NATURAL GAS OR L,, m FIRE-RATED ASSEMBLIES PER LOCAL CODE REQUIREMENTS. 1=- 2.4 MISCELLANEOUS PIPING MATERIAL AS APPROVED AND CERTIFIED BY SERVING UTILITY. PART 2 - PRODUCTS S. EXPANSION AND FLEXIBILITY: INSTALL ALL WORK WITH DUE REGARD FOR EXPANSION F. COMPRESSED AIR PIPING: TWENTY-FOUR HOUR, 125 PSI WITH NO PRESSURE A. SOLDERING AND BRAZING MATERIALS: PROVIDE SOLDERING MATERIALS AS AND CONTRACTION TO PREVENT DAMAGE TO PIPING, DUCTWORK, EQUIPMENT, Q a z DETERMINED BY THE INSTALLER TO COMPLY WITH INSTALLATION REQUIREMENTS. BUILDING AND ITS CONTENTS. PROVIDE PIPING OFFSETS, LOOPS, APPROVED TYPE LOSS. 2.1 HANGERS AND SUPPORTS a rx o EXPANSION JOINTS, ANCHORS OR OTHER MEANS TO CONTROL PIPING MOVEMENT G. HEATING AND CHILLED WATER PIPING: 75 PSIG HYDROSTATIC FOR 30 PSIG A. LISTED TYPES: THE MANUFACTURERS STANDARDIZATION SOCIETY (MSS) PIPING o z 1 . TIN-ANTIMONY SOLDER: ASTM 832, GRADE 95TA. AND TO MINIMIZE PIPE FORCES. SYSTEMS WITHOUT LOSS FOR FOUR HOURS. TYPES LISTED WITH GRINNELL FIGURE NUMBERS IN PARENTHESES WHERE � m 2. LEAD-FREE SOLDER: ASTM B32, GRADE HB. HARRIS "BRIDGIT" APPROVED. T. ESCUTCHEONS: INSTALL ON ALL EXPOSED PIPES PASSING THROUGH WALL OR APPLICABLE (OR OTHER MANUFACTURER'S AS NOTED). ITT GRINNELL, ELCEN, N ,- C1 3. SILVER SOLDER: ASTM B32, GRADE 96.5TS. FLOORS AND ON FIXTURE STOPS AND WASTE CONNECTIONS TO WALL. MICHIGAN, SUPER STRUT, KINDORF, UNISTRUT OR ACCEPTED SUBSTITUTE. - _ B. GASKETS FOR FLANGED JOINTS: ANSI B16.21 ; FULL-FACED FOR CAST-IRON 15100 VALVES B. HORIZONTAL PIPING HANGERS AND SUPPORTS: FLANGES; RAISED-FACE FOR STEEL FLANGES. PRESSURE AND TEMPERATURE 3.3 EXCAVATION PART 1 - GENERAL 1 . ADJUSTABLE CLEVIS HANGER: MSS TYPE 1 (FIG. 260). RAY RATING REQUIRED FOR THE SERVICE INDICATED. 2. ADJUSTABLE BAND HANGER: MSS TYPE 7 (FIG. 97), FABRICATED FROM 2.5 NATURAL GAS PIPING AND COMPRESSED AIR PIPING, ABOVE GRADE A. GENERAL: DO NOT EXCAVATE FOR MECHANICAL WORK UNTIL THE WORK IS READY STEEL. TO PROCEED WITHOUT DELAY, TO MINIMIZE THE TOTAL TIME LAPSE FROM 1 .1 WORK INCLUDED ENGINEERING INC. A. ABOVE GRADE EXCAVATION TO COMPLETION OF BACKFILLING. COMPLY WITH ALL APPLICABLE A. THE REQUIREMENTS OF THIS SECTION APPLY TO THE VALVING FOR THE SYSTEMS SPECIFIED 3. ADJUSTABLE SWIVEL-BAND HANGER: MSS TYPE 10 (FIG.70).ELSEWHERE IN DIVISION 15. 4. CLAMP: MSS TYPE 4 (FIG. 212, 9615615S.WAllen Blvd.,Suite 107'Enserrng Integrated Solutions' 216). . 1 . STEEL PIPE: ASTM A53 OR A120, SCHEDULE 40 BLACK. FITTINGS: ANSI/ASME FEDERAL AND STATE SAFETY REGULATIONS. Beaverton,Oregon 97005 2 QUALITY ASSURANCE B16.3, MALLEABLE IRON, OR ASTM A234, FORGED STEEL WELDING TYPE. B. WIDTH: EXCAVATE FOR PIPING WITH 6 INCHES TO 9 INCHES CLEARANCE ON BOTH 1 . 5. PIPE ANCHORS: (CARPENTER & PETERSON FIG. 145C1) STEEL WELD Phone: (503)726-3313 (503)726-3326 JOINTS: SCREWED FOR PIPE TWO INCHES AND UNDER; ANSI/AWS D1.1 , SIDES OF PIPE, EXCEPT WHERE OTHERWISE SHOWN OR REQUIRED FOR PROPER A. PROVIDE VALVES FROM A SINGLE MANUFACTURER WHERE POSSIBLE WITH MANUFACTURER'S TYPE TO PIPE FOR SIZES UP TO 20 INCHES IN DIAMETER. Fax: (503) )7rweng26-3326om WELDED, FOR PIPE OVER TWO INCHES. INSTALLATION OF PIPE JOINTS, FITTINGS, VALVES AND OTHER WORK. EXCAVATE NAME AND PRESSURE RATING MARKED ON VALVE BODY. C. EQUIPMENT AND PIPING SUPPORTS Project No.: 382.057.001 FOR OTHER MECHANICAL WORK TO PROVIDE MINIMUM PRACTICAL BUT ADEQUATE B. VALVE SIZE SHALL BE THE SAME AS CONNECTING PIPE SIZE UNLESS OTHERWISE NOTED. 1 . CHANNEL SUPPORT SYSTEM: GALVANIZED, 12 GAUGE CHANNEL AND Contact: DWAYNEJOHNSON WORKING CLEARANCES. 1 .3 SUBMITTALS BRACKET SUPPORT SYSTEMS, SINGLE OR DOUBLE CHANNEL AS PART 3 - EXECUTION A. INCLUDE DATA ON VALVES AND ACCESSORIES. C. DEPTH FOR DIRECT SUPPORT: FOR WORK TO BE SUPPORTED DIRECTLY ON INDICATED ON THE DRAWINGS OR AS REQUIRED BY PIPING AND UNDISTURBED SOIL, DO NOT EXCAVATE BEYOND INDICATED DEPTHS, AND PART 2 - PRODUCTS EQUIPMENT WEIGHTS. GRINNELL "POWER "STRUT" CHANNEL. 3.1 PREPARATION HAND-EXCAVATE THE BOTTOM CUT TO ACCURATE ELEVATIONS. SUPPORT THE 2. STEEL BRACKETS: WELDED STRUCTURAL STEEL SHAPES COMPLYING A. REAM PIPE AND TUBE ENDS. REMOVE BURRS OR BEVEL OR GROOVE PLAIN END FOLLOWING WORK ON UNDISTURBED SOIL AT THE BOTTOM OF THE EXCAVATIONS: 2.1 BALL, CHECK, STOP CHECK, NON SLAM CHECK, BUTTERFLY, GATE, GLOBE, TYPES WITH ONE OF THE FOLLOWING: 115 FERROUS PIPE. 1 . PIPING OF 5 INCHES AND LESS PIPE/TUBE SIZE. A. MANUFACTURERS: CRANE, ITT, GRINNELL, HAMMOND, JENKINS, KENNEDY, MUELER, a. LIGHT DUTY: MSS TYPE 31 (FIG. 194). B. REMOVE SCALE AND DIRT, ON INSIDE AND OUTSIDE, BEFORE ASSEMBLY. 2. CAST-IN-PLACE CONCRETE. LUNKENHEIMER, MILWAUKE, NIBCO, POWELL, STOCKHAM, WALWORTH, LEGEND OR ACCEPTED b. MEDIUM DUTY: MSS TYPE 32 (FIG. 195). C. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES, GROOVED JOINT D. DEPTH FOR SUBBASE SUPPORT: FOR LARGE PIPING (6 INCHES PIPE SIZE AND SUBSTITUTE. GROOVED END VALVES VICTAULIC GUSTIN-BACON OR ACCEPTED SUBSTITUTE. GRINNELL NUMBERS ARE GIVEN EXCEPT AS NOTED. c. HEAVY DUTY: MSS TYPE 33 (FIG. 199). 61 COUPLINGS, OR UNIONS. LARGER), TANKS AND WHERE INDICATED FOR OTHER MECHANICAL WORK, EXCAVATE B. DOMESTIC WATER SYSTEMS: D. VERTICAL PIPE CLAMPS FOR INSTALLATION OF SUBBASE MATERIAL IN THE DEPTH INDICATED, OR, IF NOT 1 . VALVES 2 INCHES AND SMALLER. 1 . TWO-BOLT RISER CLAMP: MSS TYPE 8 (FIG. 261). NM 3.2 INSTALLATION OTHERWISE INDICATED, 6 INCHES BELOW BOTTOM OF WORK TO BE SUPPORTED. a. BALL, FIG. 3500. 125 PSI, BRONZE BODY, FULL PORT. 2. FOUR-BOLT RISER CLAMP: MSS TYPE 42 INCLUDE PIPE SPACERS AT A. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING E. DEPTH FOR UNSATISFACTORY SOIL CONDITIONS: WHERE UNSATISFACTORY SOIL_ b. CHECK, FIG. 3300. CLASS 125, BRONZE BODY, HORIZONTAL SWING. INNER BOLT---HOLES. II) DISSIMILAR METALS. CONDITION AT THE BOTTOM OF EXCAVATION EXISTS, EXCAVATE ADDITIONAL DEPTH C. NATURAL GAS: E. HANGER ROD ATTACHMENT B. ROUTE PIPING IN ORDERLY MANNER, MAINTAIN GRADIENT AND CONCEAL ALL PIPING AS DIRECTED TO REACH SATISFACTORY SOIL-BEARING CONDITION. BACKFILL WITH 1 . 5 PSIG OR LESS, 2 INCHES AND SMALLER BALL VALVES, WATTS 6000UL. THREADED, 1 . HANGER ROD: RIGHT HAND THREADED, (GRINNELL FIG. 140 OR 146 UNLESS OTHERWISE INDICATED. SUBBASE MATERIAL, COMPACTED AS DIRECTED, TO INDICATED EXCAVATION DEPTH. 250 PSI, 2 PIECE, BRONZE FOR ALL SIZES). F. EXCAVATED MATERIALS: STORE EXCAVATED MATERIAL (TEMPORARILY) NEAR THE 2. 5 PSIG OR LESS, 2-1/2 INCHES OR LARGER, 125 PSI, ALL BRONZE OR CAST IRON 15895 SW 72ND AVE SUITE 200 C. INSTALL PIPING TO CONSERVE BUILDING SPACE, NOT TO INTERFERE WITH USE OF BODY/BRONZE TRIM. AGA APPROVED. 2. TURNBUCKLES: MSS TYPE 13 (FIG. 230). PORTLAND, OREGON 97224 SPACE OR ACCESS PANELS AND PARALLEL WITH WALLS. EXCAVATION, IN A MANNER WHICH WILL NOT INTERFERE WITH OR DAMAGE THE EXCAVATION OR OTHER WORK. DO NOT STORE UNDER TREES (WITHIN THE DRIP 2.2 RELIEF VALVES 3. WEEDLESS EYE-NUT: MSS TYPE 17 (FIG. 290). TEL 5 0 3 2 2 6 1 2 s 5 D. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. A. BRONZE BODY, TEFLON SEAT, STEEL STEM AND SPRINGS, AUTOMATIC, DIRECT PRESSURE 4. MALLEABLE EYE-SOCKET: MSS TYPE 16 (FIG. 110R). FAX : 5 0 3 . 2 2 6 . 1 6 7 0 LINE). RETAIN EXCAVATED MATERIAL WHICH COMPLIES WITH THE REQUIREMENTS ACTUATED, CAPACITIES ASME CERTIFIED AND LABELED. W W W . C I D A I N C . C O M E. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING FOR BACKFILL MATERIAL. DISPOSE OF EXCAVATED MATERIAL WHICH IS EITHER IN5. CLEVISES: MSS TYPE 14 (FIG. 299). PIPE, JOINTS, OR CONNECTED EQUIPMENT. PROVIDE LOOPS, SWING JOINTS, EXCESS OF QUANTITY NEEDED FOR BACKFILLING OR DOES NOT COMPLY WITH B. MANUFACTURERS: CASH-ACME, FISHER, FOSTER, SPENCE, WATTS OR ACCEPTED SUBSTITUTE. F. BUILDING ATTACHMENTS PINCHERS, RUNOUTS AND SPRING PIECES TO PREVENT DAMAGE TO PIPING OR REQUIREMENTS FOR BACKFILL MATERIAL. 2.3 PRIMING VALVES EQUIPMENT. A. LOCATE IN CLOSETS, UNDER COUNTERS OR IN WALLS BEHIND MILCOR OR ACCESS PANELS 1 . CLAMPS: MSS TYPE 19 (FIG. 285, 281), TYPE 20, 21 (FIG. 225, 226, 1 . FOR WATER SYSTEMS, USE ADEQUATE NUMBERS OF VICTAULIC STYLE 177/77 FLEXIBLE 3.4 BASE PREPERATION AS SPECIFIED IN SECTION 15050. USE COPPER SPECIFIED IN SECTION 15060, PIPE AND 131), TYPE 23 (FIG. 86, 87,88), TYPE 25 (FIG. 227), TYPE 27 A. SUBBASE INSTALLATION: WHERE INDICATED, INSTALL SUBBASE MATERIAL TO PIPE FITTINGS, FOR ALL UNDERGROUND PRIMING LINES. THROUGH 30 WHERE APPLICABLE. TH COUPLINGS IN HEADER PIPING TO ACCOMMODATE THERMAL GROWAND CONTRACTION, RECEIVE MECHANICAL WORK, AND COMPACT BY TAMPING TO FORM A FIRM BASE B. MANUFACTURERS: PPP, WADE, ZURN, SMITH OR ACCEPTED SUBSTITUTE. 2.2 SADDLES AND SHIELDS Ill AND FOR THE ELIMINATION OF EXPANSION LOOPS. (IN ACCORDANCE WITH VICTAULIC FOR THE WORK. FOR 4 INCHES AND LARGER PIPING, HORIZONTAL CYLINDRICAL 2.4 WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. LISTED TYPES: THE MANUFACTURERS STANDARDIZATION SOCIETY (MSS) CO INSTRUCTIONS AND AS APPROVED BY THE ENGINEER). WHERE EXPANSION LOOPS ARE TANKS AND SIMILAR WORK, SHAPE AND SUBBASE TO FIT THE SHAPE OF THE A. COPPER TUBING: ASTM 888, TYPE K, HARD DRAWN. FITTINGS: ANSI/ASME B16.22, WROUGHT PIPING TYPES LISTED WITH GRINNELL FIGURE NUMBERS IN PARENTHESES REQUIRED, USE VICTAULIC STYLE 177/77 COUPLINGS ON THE LOOPS. BOTTOM 90 DEGREES OF THE CYLINDER, FOR UNIFORM CONTINUOUS SUPPORT. COPPER. JOINTS: ANSI/ASTM 816.22, BRAZED. WHERE APPLICABLE (OR OTHER MANUFACTURER'S AS NOTED). F. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES PROVIDE FINELY-GRADED SUBBASE MATERIAL FOR WRAPPED, COATED AND PLASTIC 2.5 CROSS-LINKED POLYETHYLENE TUBING AND FITTINGS B. PROTECTION SADDLES: MSS TYPE 39 (FIG. 160). O AND FITTINGS. PIPE AND TANK. SHAPE SUBBASES AND BOTTOMS OF EXCAVATION WITH RECESSES A. TUBING TO RECEIVE PIPE BELLS, FLANGES CONNECTIONS, VALVES AND SIMILAR 1 . CROSS-LINKED POLYETHYLENE PEX TUBING TO COMPLY WITH ASTM F876 AND F877. C. PROTECTION SHIELDS: MSS TYPE 40 (FIG. 167). G. SLOPE WATER PIPING AND ARRANGE TO DRAIN AT LOW POINTS AND PROVIDE DRAIN ENLARGEMENTS IN THE PIPING SYSTEMS AND SET BOTTOM OF TRENCH AT PROPER 2. TUBING SHALL HAVE A STANDARD GRADE HYDROSTATIC DESIGN STRESS OF NOT LESS 2.3 MISCELLANEOUS HANGER MATERIALSI VALVE. PITCH AND CORRECT ELEVATIONS WITH SUBBASE MATERIAL. THAN 630 PSI FOR WATER AT 73.4F, 400 PSI FOR WATER AT 180E AND 315 PSI FOR A. METAL FRAMING: PROVIDE PRODUCTS COMPLYING WITH NEMA STD ML 1 . H. ESTABLISH ELEVATIONS OF BURIED WATER PIPING OUTSIDE THE BUILDING TO 3.5 BACKFILLING WATER AT 200E DETERMINED IN ACCORDANCE WITH PLASTIC PIPE INSTITUTE TECHNICAL B. STEEL PLATES, SHAPES AND BARS: ASTM A-36. ENSURE NOT LESS THAN 3 FEET OF COVER. REPORT. CC 0 I. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, A DO NOT BACKFILL UNTIL INSTALLED MECHANICAL WORK HAS BEEN TESTED AND 3. THE TUBING SHALL BE CROSS-LINKED USING THE "ENGEL METHOD. PART 3 - EXECUTION ACCEPTED WHEREVER TESTING IS INDICATED. INSTALL DRAINAGE FILL WHERE SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. INDICATED, AND TAMP TO A UNIFORM FIRM DENSITY. BACKFILL WITH B. FITTINGS: J. PREPARE PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES NOT PREFINISHED, READYI `t FINELY-GRADED SUBBASE MATERIAL TO 6 INCHES ABOVE WRAPPED, COATED AND 2. REINFORCEMENT RINGS SHALL BE MANUFACTURED TO PRODUCE A PRESSURE TIGHT 1 . FITTINGS FOR TUBING SHALL BE INSERT TYPE WITH REINFORCEMENT RINGS. 3.1 INSTALLATION OF HANGERS AND SUPPORTS � � N FOR FINISH PAINTING. REFER TO SECTION 15050-3.5. PLASTIC PIPING AND TANKS, AND TO CENTER LINE OF OTHER TANKS (WHERE SEAL. A. GENERAL: PROCEED WITH THE INSTALLATION OF HANGERS, SUPPORTS AND K. ESTABLISH INVERT ELEVATIONS, SLOPES FOR DRAINAGE TO 1/4 INCH PER FOOT RECOMMENDED BY TANK MANUFACTURER, USE "PEA GRAVEL" BACKFILL). 3. FITTING INSERT SHALL BE OF SUCH DIMENSION IN THAT THE TUBING MUST BE ANCHORS ONLY AFTER THE REQUIRED BUILDING STRUCTURAL WORK 0 N MINIMUM. MAINTAIN GRADIENTS. CONDITION BACKFILL MATERIAL BY EITHER DRYING OR ADDING WATER UNIFORMLY, HAS BEEN COMPLETED IN AREAS WHERE THE WORK IS TO BE INSTALLED. z o_ EXPANDED IN ORDER TO FACILITATE INSERTION OF THE FITTING INTO THE TUBE. CORRECT INADEQUACIES INCLUDING (BUT NOT LIMITED TO) THE PROPER w W TO WHATEVER EXTENT MAY BE NECESSARY TO FACILITATE COMPACTION TO THE O (31 L. PITCH VENT PIPING AT t/4 INCH PER 10 FEET MINIMUM. 4. EXPANSION OF THE TUBING AND RING SHALL BE ACCOMPLISHED BY A TOOL DESIGNED REQUIRED DENSITIES. DO NOT BACKFILL WITH FROZEN MATERIALS. EXPRESSLY FOR THAT PURPOSE. PLACEMENT OF INSERTS, ANCHORS AND OTHER BUILDING STRUCTURAL w C7 M. ESTABLISH ELEVATIONS OF ALL HEATING AND COOLING PIPING TO ENSURE MINIMUM ATTACHMENTS. > Q fx OF 1 INCH PITCH FOR EVERY 40 FEET TO LOW POINT DRIP OR DRAINS. 3.6 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM 5. FITTINGS SHALL COMPLY WITH ASTM F877. 1 . INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS TO SUPPORT O N. UNIONS AND FLANGES: AT ALL EQUIPMENT TO PERMIT DISMANTLING AND A. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND CLEAN. C. MANIFOLDS: PROVIDE PREMANUFACTURED MANIFOLDS OF THE SAME MANUFACTURER AS THE PIPING AND EQUIPMENT PROPERLY FROM THE BUILDING STRUCTURE. PIPING. ., ELSEWHERE AS CONSISTENT WITH GOOD INSTALLATION PRACTICE. B. COMPLY WITH ALL APPLICABLE CODE REQUIREMENTS INCLUDING PROCEDURE D. MANUFACTURERS: WIRSBO OR ACCEPTED SUBSTITUTE. USE NO WIRE OR PERFORATED METAL TO SUPPORT PIPING, AND NO Z m 0 OUTLINED BY HEALTH DEPARTMENT. SUPPORTS FROM OTHER PIPING OR EQUIPMENT. FOR EXPOSED 0. TRACER WIRE: PROVIDE TRACER WIRE AS CLOSE TO UNDERGROUND NON-METALLIC 2.6 EQUIPMENT AND COOLING COIL DRAINS AND OVERFLOWS INSTALL HANGERS AND SUPPORTS OF THE WATER, SANITARY AND STORM SEWERS AND GAS PIPE IN THE TRENCH AS 3.7 CLEANING A. COPPER TUBING: ASTM 888, TYPE L, HARD DRAWN. FITTINGS: ANSI/ASTM B16.22, CAST CONTINUOUS PIPE RUNS, Z Q Q POSSIBLE. TRACER WIRE SHALL BE ACCESSIBLE AT GRADE VIA ALL SERVICES, Q A. GENERAL: CLEAN ALL DIRT AND CONSTRUCTION DUST AND DEBRIS FROM ALL BRASS, OR ANS!/ASME 616.29 SOLDER WROUGHT COPPER. JOINTS: ASTM B32, SOLDER, SAME TYPE AND STYLE AS INSTALLED FOR ADJACENT SIMILAR PIPING.2. PREVENT ELECTROLYSIS IN THE SUPPORT OF COPPER TUBING BY THE Z 0 VALVE AND METER BOXES, CURB COCKS, CLEANOUTS AT THE BUILDING, MANHOLES MECHANICAL PIPING SYSTEMS AND LEAVE IN A NEW CONDITION. TOUCH UP PAINT GRADE 95TA OR ANSI/AWS A5.8, BCUP SILVER BRAZE. USE OF HANGERS AND SUPPORTS WHICH ARE COPPER PLATED, OR BY fw-- H (INSIDE THE COVER NEAR THE TOP), ETC. LOCATE ALL POINTS ON THE RECORD WHERE NECESSARY. OTHER RECOGNIZED INDUSTRY METHODS. 2 AS-INSTALLED DRAWINGS. SPLICE INTO UTILITY TRACER SYSTEM WHERE AVAILABLE. B. SANITARY AND STORM DRAINAGE SYSTEM: PART 3 - EXECUTION M COMPLY WITH CODE REQUIREMENTS. 3. ARRANGE SUPPORTS TO PREVENT ECCENTRIC LOADING OF JOISTS AND M P. CROSS-LINKED POLYETHYLENE TUBING AND FITTINGS: 1. REMOVE CONSTRUCTION DEBRIS FROM CLEANOUTS,DRAINS, STRAINERS, JOIST GIRDERS. LOCATE SUPPORTS AT PANEL POINTS ONLY. BASKETS, TRAPS, ETC., AND LEAVE SAME ACCESSIBLE AND OPERABLE. PLACE 3.1 INSTALLATION 1 . TUBING UNDER CONCRETE SLAB: INSTALL TUBING IN EXCAVATED DITCH BELOW CONCRETE PLUGS IN THE END OF UNCOMPLETED PIPING AT THE END OF THE DAY OR A. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND SLAB. BACKFILL TUBING WITH SAND. WHEN MAKING 90-DEGREE BENDS EXITING THE WHENEVER WORK TOPS. FITTINGS. SLAB, USE METALLIC 90-DEGREE ELBOWS (ONE SIZE LARGER THAN NOMINAL TUBING.) 2. BEFORE FINAL ACCEPTANCE OF COMPLETED SEWER SYSTEM, FLUSH AND B. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE SIZE AND CO 2. TUBING THROUGH WALL OR OVERHEAD: TUBING SLACK OF 1 .8 TO 3/16-INCH PER CLEAN THE ENTIRE SYSTEM WITH WATER. TRAP AND REMOVE SOLID MATERIAL LOCATION OF ACCESS DOOR WITH SECTION 15050. >im LINEAL FOOT SHALL BE ALLOWED TO ACCOMMODATE THERMAL EXPANSION. DO NOT PULL OBTAINED FROM FLUSHING AND CLEANING FROM THE NEW SYSTEM. DO NOT C. INSTALL VALVES WITH STEMS UPRIGHT OR HORIZONTAL, NOT INVERTED. TUBING TIGHT DURING INSTALLATION. DO NOT RIGIDLY ANCHOR TUBING. PROTECT TUBING ALLOW DEBRIS TO ENTER THE SEWER SYSTEM. D. FLUID CONTROL: INSTALL GATE, BALL, GLOBE, PLUG, AND BUTTERFLY VALVES TO COMPLY Q PASSING THROUGH HOLLOW MASONRY WALLS OR METAL STUDS WITH SLEEVES OR C. GAS PIPING: BLOW CLEAR OF DEBRIS WITH NITROGEN OR OIL FREE AIR. CLEAN WITH ANSI 831 . INSTALL CHECK VALVES WHERE INDICATED AND WHERE FLOW REVERSAL IS GROMMETS (SEMCO TRISOLATORS OR ACCEPTED SUBSTITUTE). PROTECT TUBING FROM ALL LOW POINT STRAINERS AND POCKETS. OBVIOUSLY NOT DESIRABLE AND CAN BE REASONABLY EXPECTED TO OCCUR, INCLUDING NAIL OR SCREW DAMAGE WITH STEEL PLATE PROTECTORS. D. HEATING AND CHILLED WATER SYSTEMS: PIPING AT THE DISCHARGE OF PUMPS. INSTALL SILENT CHECK VALVES WHERE NECESSARY 3. TUBING SUPPORTS: USE PLASTIC PIPE SUPPORTS OR SUPPORTS DESIGNED FOR USE 1 . USE ONE POUND OF TRISODIUM PHOSPHATE PER 50 GALLONS IN THE TO ELIMINATE WATER HAMMER OCCURRING FROM REVERSAL OF FLOW. WITH PLASTIC TUBING. PROVIDE VERTICAL SUPPORT AT EVERY FLOOR WITH A GUIDE SYSTEM, OR ONE POUND OF SODIUM CARBONATE FOR EACH 30 GALLONS IN E. APPLICATION: VALVE TYPE AND STYLE AS SHOWN ON THE DRAWINGS. WHERE STYLE IS PLACED BETWEEN FLOORS. THE SYSTEM OR ONE POUND OF SODIUM HYDROXIDE (LYE) FOR EACH 50 NOT INDICATED, USE THE FOLLOWING: 4. JOINTS AND CONNECTIONS: MAKE FITTINGS AND CONNECTIONS IN COMPLIANCE WITH GALLONS IN THE SYSTEM. 1 . DOMESTIC WATER: BALL VALVES FOR 2 INCHES AND SMALLER. MANUFACTURER'S RECOMMENDATIONS. MAKE TRANSITION JOINTS WITH MANUFACTURER 2. FILL, VENT AND CIRCULATE THE SYSTEM WITH THIS SOLUTION AT DESIGN PLUMBING APPROVED FITTINGS ONLY. OPERATING TEMPERATURE. AFTER CIRCULATING FOR FOUR HOURS, DRAIN AND SPECIFICATIONS 5. FIRE RATED WALL, FLOOR OR CEILING PENETRATIONS: FIRESTOPPING SHALL CONFORM TO FILL WITH FRESH WATER INCLUDING GLYCOL. BOTH FLAME AND TEMPERATURE RATINGS AS REQUIRED BY LOCAL BUILDING CODES AND 3, TEST FOR PH AND ADD SUFFICIENT AMOUNT OF THE CLEANING CHEMICAL TO REFERENCE ONLY ASTM E814. USE FIRESTOP MATERIAL COMPATIBLE WITH TUBING. OBTAIN A PH BETWEEN 7 AND 8. NOT APPROVED WITH THIS PERMIT P3.1 6. INSPECTION AND TESTING: AFTER COMPLETION OF ANY SECTION OF THE INSTALLATION, 4. CLEAN ALL STRAINERS AND REMOVE START-UP STRAINERS (FROM SUCTION TEST AND INSPECT SO THERE ARE NO VISIBLE SIGNS OF LEAKAGE, CRACKS, GOUGES OR EXCESS DEBRIS. DIFFUSERS) AFTER THE SYSTEM HAS OPERATED FOR ONE WEEK. 160254.01 ©201s oak P.C./CIDA ALL PoCH1S RESERVED 1,0111R /4 -`" dq 19.:: . 2.3 DUCT INSULATION AND JACKETS 1 .5 OPERATION AND MAINTENANCE DATA G. MECHANICAL EQUIPMENT CONNECTIONS: CONNECT PIPING SYSTEM TO ��r �'iga�f>w 4. INSTALL HANGERS AND SUPPORTS TO PROVIDE THE INDICATED PIPE SLOPES, AND SO A. DUCT WRAP: 2 INCH FLEXIBLE GLASS FIBER; ANSI/ASTM C612; COMMERCIAL GRADE; A. SUBMIT OPERATION AND MAINTENANCE DATA UNDER PROVISIONS OF SECTION 15010. MECHANICAL EQUIPMENT AS INDICATED. COMPLY WITH EQUIPMENT 46'0 A. CO THAT MAXIMUM PIPE DEFLECTIONS ALLOWED BY ANSI 831 ARE NOT EXCEEDED. COMPLY 'K' VALUE OF 0.27 AT 75 DEGREES F. MANUFACTURER'S INSTRUCTIONS. PROVIDE SHUTOFF VALVE AND UNION I EXPIRES 12/31/17 1 WITH THE FOLLOWING INSTALLATION REQUIREMENTS: B. JACKETING AND FASTENERS: PART 2 - PRODUCTS FOR EACH CONNECTION. PROVIDE DRAIN VALVE ON DRAIN CONNECTION. a. CLAMPS: ATTACH CLAMPS, INCLUDING SPACERS (IF ANY), TO PIPING OUTSIDE H. ARRANGE LOCATIONS OF VALVES, UNIONS, DRAINS AND OTHER THE INSULATED PIPING SUPPORT. DO NOT EXCEED PIPE STRESSES ALLOWED BY 1 • INDOOR JACKET: FOIL-SKRIM-KRAFT. COMPONENTS TO PROVIDE FOR EASE OF MAINTENANCE, REPAIR OR ANSI B31 . 2. LAGGING ADHESIVE: FIRE RESISTIVE TO ASTM E84, NFPA 255, AND UL 723. 2.1 INTERIOR PLUMBING MATERIALS SERVICE. SIZE ACCESS PANELS AND LOCATE TO PROVIDE WORKING b. INSULATED PIPE SUPPORTS: INSULATED PIPE SUPPORTS SHALL BE SUPPLIED AND 3. IMPALE ANCHORS: GALVANIZED STEEL, 12 GAUGE, SELF-ADHESIVE PAD. A. CLEANOUTS: SPACES FOR ALL DEVICES SERVED BY ACCESS. INSTALLED ON ALL INSULATED PIPE AND TUBING. 4. JOINT TAPE: GLASS FIBER CLOTH, OPEN MESH. 1 . MANUFACTURER: J.R. SMITH, JONESPEC, ZURN, WADE, OR ACCEPTED SUBSTITUTE. I. FIXTURES: c. LOAD RATING: ALL INSULATED PIPE SUPPORTS SHALL BE LOAD RATED BY THE 5. TIE WIRE: ANNEALED STEEL, 16 GAUGE (1.5 MM). 2. TYPES: 1. INSTALL PLUMBING FIXTURES WHERE SHOWN AND AT APPROPRIATE MANUFACTURER BASED UPON TESTING AND ANALYSIS IN CONFORMANCE WITH ASME 2.4 PIPE FITTING INSULATION COVERS a. TILE FLOOR CLEANOUTS: SMITH 4053-U WITH SQUARE HEAVY-DUTY NICKEL HEIGHTS; IN ACCORDANCE WITH FIXTURE MANUFACTURER'S WRITTEN B31 .1 , MSS SP-58, MSS SP-69 AND MSS SP-89. BRONZE TOP, TAPER THREAD, BRONZE PLUG, AND VANDALPROOF SCREWS. INSTRUCTIONS, ROUGHING-IN DRAWINGS AND INDUSTRY STANDARDS. A. PVC PREFORMED MOLDED INSULATION COVERS. ZESTON OR ACCEPTED SUBSTITUTE. N. r d. SUPPORT TYPE: MANUFACTURER'S RECOMMENDATIONS, HANGER STYLE AND LOAD 2.5 DUCT INSULATION ACCESSORIES b. CARPETED FLOOR CLEANOUT: SMITH 4023-U-X WITH ROUND HEAVY-DUTY 2. SET AND CONNECT TO SOIL, WASTE, VENT AND WATER PIPING IN o a SHALL DETERMINE SUPPORT TYPE. NICKEL BRONZE TOP, TAPER THREAD, BRONZE PLUG, CARPET CLAMPING DEVICE NEAT, UNIFORM MANNER. CONNECTIONS TO BE PLUMB AND SET AT CI N A. STAPLES, BANDS, WIRES, TAPE, ANCHORS, AND ACCESSORIES AS RECOMMENDED BY INSULATION AND VANDALPROOF SCREWS. RIGHT ANGLES TO FLOOR AND WALL UNLESS OTHERWISE REQUIRED. in. CN4 c) MANUFACTURER. c. CONCRETE FLOOR CLEANOUT: SMITH 4023-U WITH ROUND HEAVY-DUTY NICKEL 3. SEAL FIXTURES MOUNTED ON FLOORS AND WALLS WITH SEALANT - c,i B. PIPE HANGERS AND SUPPORTS: 2.6 DUCT INSULATION COMPOUNDS BRONZE TOP, STAINLESS STEEL SHALLOW COVER AND VANDALPROOF SCREWS. COMPOUNDS AS DIRECTED BY ARCHITECT. 1 . VERTICAL SPACING: SUPPORT AT BASE, EVERY FLOOR HEIGHT NOT EXCEEDING 10 FEET A. CEMENTS, ADHESIVES, COATINGS, SEALERS, FINISHES AND ACCESSORIES AS RECOMMENDED BY 4. INSTALL HANDLE OF TANK TYPE TOILETS AT WIDE PORTION OF AND REQUIRED BY CODE AND JUST BELOW ROOF LINE. INSULATION MANUFACTURER. d. WALL CLEANOUTS: SMITH 4472-U, BRONZE FERRULE WITH RAISED HEAD STALL. 2. SCREWED OR WELDED STEEL OR COPPER PIPING: MAXIMUM HANGER SPACING SHALL BE BRONZE PLUG, STAINLESS STEEL SHALLOW COVER AND VANDALPROOF SCREWS. 5. SET MIXING VALVES OF LAVATORIES TO LIMIT TEMPERATURE TO 110F. AS FOLLOWS: PART 3 - EXECUTION e. OUTSIDE AREA WALKS AND DRIVES: SMITH 4253-U-G WITH GALVANIZED CAST J. STOPS: SCREWDRIVER OR LOOSE KEY STOPS TO BE INSTALLED IN HOT § STEEL COPPER IRON BODY, TOP SECURED WITH VANDALPROOF SCREWS, TAPER THREAD AND AND COLD SUPPLY PIPE TO EACH FIXTURE ACCESSIBLY LOCATED. F- BRONZE PLUG. INSTALL IN 18" X 18" X 6" DEEP CONCRETE PAD FLUSH WITHm 1 -1/44 INCHES AND SMALLER 6 FOOT SPAN 5 FOOT SPAN 3.1 PREPARATION GRADE. = w 1 -1/2 INCH PIPE 9 FOOT SPAN 6 FOOT SPAN A. INSTALL MATERIALS AFTER PIPING, DUCTWORK AND EQUIPMENT HAS BEEN TESTED AND B. FLASHING: MINIMUM 4# SHEET LEAD; TO EXTEND HORIZONTALLY 10" FROM EDGE OF VENT id a ca 2 INCH PIPE 10 FOOT SPAN 10 FOOT SPAN APPROVED. PENETRATIONS OR RAIN DRAIN BODY AND VERTICALLY 12" MINIMUM UP FROM ROOF az E 3. CAST IRON SOIL PIPE: TURNED OVER AND DOWN INTO HUB OF VENT OR FINISHED WITH BRONZE CAP PROVIDINGa z a. HUBLESS AND COMPRESSION JOINT: AT EVERY OTHER JOINT EXCEPT WHEN COUNTERFLASHING FOR SCREWED PIPE. D M m DEVELOPED LENGTH EXCEEDS 4 FEET, THEN AT EACH JOINT. 3.2 PIPING INSULATION INSTALLATION C. TRAPS: PROVIDE TRAPS ON ALL FIXTURES EXCEPT FIXTURES WITH INTEGRAL TRAPS. u_i r (V b. ADDITIONAL SUPPORT: PROVIDE AT EACH HORIZONTAL BRANCH AND/OR ATA. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. EXPOSED TRAPS CHROMIUM PLATED CAST BRASS OR 17 GAUGE CHROME PLATED BRASS CONCENTRATED LOADS TO MAINTAIN ALIGNMENT AND PREVENT SAGGING. TUBING. AMERICAN STANDARD, KOHLER, CHICAGO, BRASSKRAFT, EASTMAN, SPEEDWAY, B. CONTINUE INSULATION WITH VAPOR BARRIER THROUGH PENETRATIONS. MCGUIRE OR APPROVED SUBSTITUTE. 4. INSTALL ADDITIONAL HANGERS OR SUPPORTS AT CONCENTRATED LOADS SUCH AS PUMPS, VALVES, ETC. TO MAINTAIN ALIGNMENT AND PREVENT SAGGING. C. IN EXPOSED PIPING, LOCATE INSULATION AND COVER SEAMS IN LEAST VISIBLE LOCATIONS. D. SUPPLIES AND STOPS: FIRST QUALITY, CHROME PLATED WITH BRASS STEMS. STOPS: LOOSE 5. INSTALL HANGERS TO PROVIDE MINIMUM 1/2 INCH SPACE BETWEEN FINISHED COVERING D. PROVIDE AN INSERT, NOT LESS THAN 6 INCHES LONG, OF SAME THICKNESS AND CONTOUR KEY TYPE. AMERICAN STANDARD, KOHLER, CHICAGO, BRASSKRAFT, EASTMAN, SPEEDWAY, ReVki AS ADJOINING INSULATION, BETWEEN SUPPORT SHIELD AND PIPING, BUT UNDER THE FINISH MCGUIRE OR APPROVED SUBSTITUTE. ENGINEERING, INC. AND ADJACENT WORK. 'Engrnaerrng Integrated 5olutIon6' 6. PLACE A HANGER WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW. JACKET, ON PIPING 2 INCHES DIAMETER OR LARGER, TO PREVENT INSULATION FROM 2.2 PRIMING VALVES: 9615SW.AllenBlvd.,suite107 SAGGING AT SUPPORT POINTS. INSERTS SHALL BE CORK OR OTHER HEAVY DENSITY A. SMITH 2699, WADE, ZURN, PPP OR ACCEPTED SUBSTITUTE. LOCATE IN CLOSETS, UNDER Beaverton,Oregon 97005 7. SUPPORT ROD: HANGER SUPPORT RODS SIZED AS FOLLOWS: INSULATING MATERIAL SUITABLE FOR THE PLANNED TEMPERATURE RANGE. FACTORY COUNTERS OR IN WALLS BEHIND MILCOR OR ACCESS PANELS AS SPECIFIED IN ECTION Phone: (503)726-3313 PIPE SIZE ROD DIAMETER MAX. LOAD FABRICATED INSERTS MAY BE USED. Fax: (503)726-3326 15050. USE COPPER SPECIFIED IN SECTION 15060 FOR ALL UNDERGROUND PRIMING E-mail: r03) weng.corn 2 INCHES AND SMALLER 3/8 INCH 610 LB. E. NEATLY FINISH INSULATION AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. LINES. Project No.: 382.057.001 2-1/2 TO 3 INCHES 1/2 INCH 1130 LB. F. JACKETS: 2.3 PLUMBING FIXTURE MANUFACTURERS Contact: DWAYNEJOHNSON 4 INCHES 5/8 INCH 1810 LB. 1 . INDOOR APPLICATIONS: INSULATED PIPES CONVEYING FLUIDS ABOVE AMBIENT A. WATER CLOSET TEMPERATURE SHALL HAVE STANDARD JACKETS, WITH VAPOR BARRIER, C. ADJUST HANGERS AND SUPPORTS TO BRING PIPING TO PROPER LEVELS AND ELEVATIONS. 1 . AMERICAN STANDARD, KOHLER, OR ZURN. D. PROVIDE ALL NECESSARY STRUCTURAL ATTACHMENTS SUCH AS ANCHORS, BEAM CLAMPS, FACTORY-APPLIED OR FIELD APPLIED. INSULATE FITTINGS, JOINTS, AND VALVES WITH B. WATER CLOSET SEATS HANGER FLANGES AND BRACKETS IN ACCORDANCE WITH MSS SP-69. ATTACHMENTS TO BEAMS INSULATION OF LIKE MATERIAL AND THICKNESS AS ADJOINING PIPE, AND FINISH WITH 1 . SOLID WHITE REINFORCED PLASTIC, HINGE WITH INSERT INTEGRALLY IN SEAT. CHURCH WHEREVER POSSIBLE. SUPPORTS SUSPENDED FROM OTHER PIPING, EQUIPMENT, METAL DECKING, GLASS CLOTH AND ADHESIVE. 9500C, OLSONITE, BENEKE, BEMIS OR ACCEPTED SUBSTITUTE. ETC., ARE NOT ACCEPTABLE. G. PIPING INSULATION SCHEDULE: PIPING PIPE SIZE INSULATION C. LAVATORIES E. HORIZONTAL BANKS OF PIPING MAY BE SUPPORTED ON COMMON STEEL CHANNEL MEMBER 1 . AMERICAN STANDARD, KOHLER, OR ZURN. SPACED NOT MORE THAN THE SHORTEST ALLOWABLE SPAN REQUIRED ON THE INDIVIDUAL PIPE. DOMESTIC COLD ALL 1/2" FIBERGLASS D. FAUCET FITTINGS. MAINTAIN PIPING AT ITS RELATIVE LATERAL POSITION USING CLAMPS OR CLIPS. ALLOW LINES DOMESTIC HOT/TEMPERED 61 1 . CHICAGO, MOEN, DELTA, SYMMONS, T&S BRASS OR ACCEPTED SUBSTITUTE. SUBJECT AND RECIRCULATING 2" AND SMALLER 1 -1/2" FIBERGLASS E. SINKS. MI H. PIPE FITTINGS: 1 . TYPE 304 SS, 18 GAUGE, SELF-RIMMING. 1 -1/2" CHROME PLATED CAST BRASS "P" 15260 MECHANICAL INSULATION 1 . INSULATE AND FINISH ALL FITTINGS INCLUDING VALVE BODIES, BONNETS, UNIONS, TRAP. FLANGES AND EXPANSION JOINTS WITH PRECUT FIBERGLASS INSULATION ANDU 2. ELKAY, JUST, BRASSCRAFT OR ACCEPTED SUBSTITUTE. PART 1 - GENERAL PREFORMED PVC COVERS SEALED TO ADJACENT INSULATION JACKET FOR CONTINUOUS F. SERVICE SUMP VAPOR BARRIER COVERING OVER ALL FITTINGS. 1 .1 WORK INCLUDED I. PIPING INSULATION LAP SEAMS AND BUTT JOINTS: INSTALL INSULATION JACKET IN 1 . AMERICAN STANDARD, MUSTEE, FIAT OR ACCEPTED SUBSTITUTE. FLOOR DRAINS 15895 SW 72ND AVE SUITE 200 G. A. PROVIDE PIPING, DUCTWORK AND EQUIPMENT INSULATION INCLUDING JACKETING, ADHESIVE AND ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. WHERE JACKET JOINT AND LAP PORTLAND, OREGON 97224 ALL RELATED ACCESSORIES FOR COMPLETE INSULATED SYSTEM. SEAMS HAVE NOT ADHERED, REMOVE AFFECTED SECTION OF INSULATION AND REINSTALL. 1. CAST IRON BODY, DOUBLE DRAINAGE FLANGE WITH WEEP HOLES, PRIMING CONNECTION, TEL : 5 0 3 . 2 2 6 . 1 2 8 5 1 .2 QUALITY ASSURANCE J. WHERE PIPING IS INSTALLED IN THE EXTERIOR BUILDING ENVELOPE OR IN ANY COMPONENT NICKEL BRONZE STRAINER FINISH, FLASHING CLAMP DEVICE, ADJUSTABLE OR INSERT FAX : 5 0 3 . 2 2 6 . 1 6 7 0 A. APPLICATOR: COMPANY SPECIALIZING IN PIPING INSULATION APPLICATION WITH THREE YEARS OF THE EXTERIOR BUILDING ENVELOPE IT SHALL BE LOCATED ON THE WARM BUILDING TYPE STRAINER. COMPLY WITH ANSI. SMITH, JOSAM, ZURN OR ACCEPTED SUBSTITUTE. www . C I D A I N C . C 0 M MINIMUM EXPERIENCE. INTERIOR SIDE OF THE BUILDING ENVELOPE INSULATION. 2.4 GARBAGE DISPOSERS B. INSULATION, JACKET AND ALL RELATED MATERIALS: FLAME SPREAD RATING OF 25 AND SMOKE 3.3 DUCTWORK INSULATION INSTALLATION A. SUITABLE FOR COMMERCIAL OR RESIDENTIAL KITCHEN USE, COMPLETE WITH SWITCHES, DEVELOPED RATING OF 50. A. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONTROLS, SOLENOID AND FLOW CONTROL VALVES, VACUUM BREAKERS AND APPROPRIATE C. CODES: COMPLY WITH ALL APPLICABLE CODES. B. INSTALLATION: SINK OR CONE ATTACHMENTS. MOTORS, SWITCHES, SOLENOID VALVES AND ELECTRICAL CONTROLS COMPATIBLE. IN-SINK-ERATOR, BADGER OR ACCEPTED SUBSTITUTE. D. INSTALLATION: INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. BUTT INSULATION JOINTS FIRMLY TOGETHER AND INSTALL JACKETS AND TAPES SECURELY. D. APPLY DUCT INSULATION CONTINUOUSLY THROUGH SLEEVES AND OPENINGS. APPLY VAPOR 2.5 GAS FIRED WATER HEATER: W 1 .3 SUBMITTALS A. CONDENSING TYPE: AGA AND SERVING UTILITY APPROVED COMMERCIAL GAS FIRED HEATER �/� A. SUBMIT PRODUCT DATA AND INSTALLATION INSTRUCTIONS UNDER PROVISIONS OF SECTION BARRIER MATERIALS TO FORM A VAPOR SEAL OVER THE INSULATION. COMPLYING WITH STATE ENERGY CODE REQUIREMENTS AND OF SIZE AND CAPACITY SHOWN 1Ir 15010. E. COVER BREAKS IN THE JACKET MATERIAL WITH PATCHES OF THE SAME MATERIAL AS THE ON DRAWINGS. GLASS LINED STEEL TANK EQUIPPED WITH SACRIFICIAL ANODE. B. INCLUDE PRODUCT DESCRIPTION, LIST OF MATERIALS AND THICKNESS FOR EACH SERVICE, AND VAPOR BARRIER. EXTEND THE PATCHES 2-INCHES BEYOND THE BREAK IN ALL DIRECTIONS CONDENSING FLUE COIL TO BE COATED ON THE FLUE GAS SIDE WITH ACID RESISTANT LOCATIONS. AND SECURE WITH ADHESIVE. LINING. 1 -1/2" MINIMUM OF NON-ORGANIC INSULATION, COLD ROLLED ENAMELED STEEL O 1 .4 DELIVERY, STORAGE AND HANDLING F. SEAL INSULATION TERMINATIONS AND PIN PUNCTURES WITH A REINFORCED VAPOR BARRIER JACKET TO ENCASE SIDES, TOP AND COMBUSTION CHAMBER. ADJUSTABLE AUTOMATIC A. STORE INSULATION IN ORIGINAL SHIPPING CONTAINER WITH LABELING IN PLACE. DO NOT COATING. THERMOSTAT, SAFETY PILOT, MAIN GAS COCKS, AUTOMATIC GAS PRESSURE REGULATOR, ALL INSTALL DAMAGED INSULATION. G. CONTINUE INSULATION AT FIRE DAMPERS UP TO AND INCLUDING THOSE PORTIONS OF THE BRASS HOSE BIB DRAIN. ASME CODE PRESSURE-TEMPERATURE RELIEF AND PVC 1 .5 FIRE HAZARD CLASSIFICATION FIRE DAMPER FRAME WHICH ARE VISIBLE AT THE OUTSIDE OF THE RATED BARRIER. COMBUSTION AIR AND VENT CONNECTIONS. VENT CONNECTIONS SHALL BE CAPABLE OF A • A. MAXIMUM FIRE HAZARD CLASSIFICATION OF THE COMPOSITE INSULATION TO BE NOT MORE THAN H. DO NOT CONCEAL DUCT ACCESS DOORS WITH INSULATION. TOTAL OF 80 FEET DISTANCE FROM HEATER TO TERMINATION POINT. MANUFACTURER: A.O. CC 0 A FLAME SPREAD OF 25, FUEL CONTRIBUTED OF 50 AND SMOKE DEVELOPED OF 50 AS I. DUCT WRAP: COVER SUPPLY AIR DUCTS EXCEPT DUCTS INTERNALLY LINED OR WHERE SMITH, RHEEM, STATE, RUUD, BRADFORD WHITE OR APPROVED SUBSTITUTE. L I1 TESTED BY ASTM E84, NFPA 255 AND UL 723 METHOD. FIBERGLASS DUCTBOARD IS UTILIZED. WRAP TIGHTLY WITH ALL CIRCUMFERENTIAL JOINTS ,� BUTTED AND LONGITUDINAL JOINTS OVERLAPPED MINIMUM OF 2-INCH. ADHERE INSULATION PART 3 - EXECUTION B. TEST PIPE INSULATION IN ACCORDANCE WITH THE REQUIREMENTS OF UL "PIPE AND EQUIPMENT WITH 4-INCH STRIPS OF INSULATING BENDING ADHESIVE AT 8-INCH ON CENTER. ON O co CC COVERINGS R5583 400 8.15.", ASTM C 1 136 AND ASTM C547. DUCTS OVER 24-INCH WIDE, ADDITIONALLY SECURE INSULATION WITH SUITABLE MECHANICAL Q N C. TEST DUCT INSULATION IN ACCORDANCE WITH ASTM E84 AND ASTM C1071 AND BEAR THE UL 3.1 INSPECTION N LABEL. FASTENERS AT 18-INCH ON CENTER. CIRCUMFERENTIAL AND LONGITUDINAL JOINTS STAPLED A. REVIEW MILLWORK SHOP DRAWINGS. CONFIRM LOCATION AND SIZE OF FIXTURES AND WITH FLARE STAPLES 6-INCH ON CENTER AND COVERED WITH 3-INCH WIDE FOIL D_ CD 1.6 LINING MATERIALS REINFORCED TAPE. OPENINGS BEFORE ROUGH-IN AND INSTALLATION. LJ 0 ° VERIFY ADJACENT CONSTRUCTION IS READY TO RECEIVE ROUGH-IN WORK OF THIS SECTION. A. MATERIALS TO BE MOLD, HUMIDITY, AND EROSION RESISTANT SURFACE TO MEET THE J. CONTINUE INSULATION WITH VAPOR BARRIER THROUGH PENETRATIONS. B. 4 Q REQUIREMENTS OF UL 181 . 3.4 DUCTWORK SURFACES TO BE INSULATED C. C. REVIEW ROUGH-IN LOCATIONS OF POTABLE WATER AND WASTE PIPING SYSTEMS TO 0 VERIFY ACTUAL LOCATIONS PRIOR TO INSTALLING FIXTURES. D` DUCTWORK DUCT SIZE INSULATION THICKNESS '~// CO 1 .7 HANDICAPPED LAVATORY Cl A. P-TRAP, HOT AND COLD WATER INSULATED GUARDS. THERMAL CONDUCTIVITY: K = 1 .17 SUPPLY AND RETURN ALL 2 DUCT WRAP 3.2 INSTALLATION BTU/IN/HR. SQ. FT./DEG. PROVIDE ACCESSORIES AS REQUIRED. TRUE BRO INC., MODEL A. INSTALL EACH FIXTURE WITH TRAP, EASILY REMOVABLE FOR SERVICING AND CLEANING. Z < CC Q 102, MCGUIRE, PRO WRAP, 15400 PLUMBING BROCAR OR ACCEPTED SUBSTITUTE. B. INSTALL COMPONENTS LEVEL AND PLUMB. Q (f} PART 1 - GENERAL C. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL CARRIERS AND BOLTS. INSTALL z W C.5 FIXTURES AS SHOWN ON DRAWINGS. ,_ 2 v_ I-- PART 2 - PRODUCTS 1 .1 WORK INCLUDED 1 . SUPPORT ALL WALL HUNG WATER CLOSETS AND URINALS ON HEAVY DUTY, CONCEALED, NO 2.1 ACCEPTABLE MANUFACTURERS A. THE REQUIREMENT OF THIS SECTION APPLIES TO THE PLUMBING SYSTEM. CHAIR CARRIERS MOUNTED TO FLOOR STRUCTURE. NO A. INSULATING MANUFACTURERS: JOHNS MANVILLE, KNAUF, ARMSTRONG, OWENS-CORNING, 1 .2 QUALITY ASSURANCE 2. SUPPORT WALL HUNG LAVATORIES MOUNTED ON STUD PARTITIONS ON HEAVY ( CERTAIN TEED OR ACCEPTED SUBSTITUTE. A. CODES: SECTION 15010. CONCEALED WALL BRACKETS BOLTED TO A STEEL PLATE ANCHORED FIRMLY TO STUDS W B. ADHESIVE MANUFACTURERS: BENJAMIN FOSTER, 3M, BORDEN, KINGCO OR ARMSTRONG. B. FIXTURES: BY SAME MANUFACTURER FOR EACH PRODUCT SPECIFIED THROUGHOUT. WITH BOLTS. PLATE TO EXTEND ONE STUD EACH WAY BEYOND FIXTURE MOUNTING 2.2 PIPING INSULATION, JACKETING AND ACCESSORIES COLOR SHALL BE WHITE UNLESS INDICATED OTHERWISE. POINT WIDTH. FLOOR MOUNTED CONCEALED ARM CARRIERS APPROVED. CO C. TRIM: BY SAME MANUFACTURER FOR EACH PRODUCT SPECIFIED THROUGHOUT. D. CLEANOUTS >11.A. FIBERGLASS PIPE INSULATION: 11 . WHERE REQUIRED BY CODE, AT EACH CHANGE OF SEWER DIRECTION 45 DEGREES OR 4. PIPING SYSTEMS 55 TO 600 DEC. F: GLASS FIBER PREFORMED PIPE INSULATION WITH A 1 .3 SUBMITTALS MINIMUM K-VALUE OF 0.23 AT 75 DEG. F, A MINIMUM DENSITY OF 3.5 POUNDS PER A. SUBMIT PRODUCT DATA UNDER PROVISIONS OF SECTION 15010. GREATER AND MORE THAN 10' LONG, AT END OF EACH BRANCH OR MAIN AND SPACED CUBIC FOOT. B. INCLUDE FIXTURES, SIZES, UTILITY SIZES, TRIM, AND FINISHES. NOT GREATER THAN 100' APART, AS REQUIRED BY CODE AND/OR AS SHOWN ON Ililt C. SUBMIT FOR: 1 . INTERIOR APPLICATIONS: 1 . ALL FIXTURES. DRAWINGS. B. JACKETS: E. INSTALL ALL DEVICES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND a. VAPOR BARRIER JACKETS: KRAFT REINFORCED FOIL OR VINYL VAPOR BARRIER 2. DRAINS. RECOMMENDATIONS. WITH SELF-SEALING ADHESIVE JOINTS OR PRESSURE SENSITIVE SEAL. 1 .4 PLUMBING FIXTURES F. PROVIDE WASTE PIPING TO PLUMBING FIXTURES AND DRAINS, WITH APPROVED TRAP, OF b. PVC JACKETS: ONE PIECE, PREMOLDED TYPE. Pt A. GENERAL: PROVIDE FACTORY FABRICATED FIXTURES OF TYPE, STYLE AND MATERIAL SIZES INDICATED; BUT IN NO CASE SMALLER THAN REQUIRED BY CODE. C. ACCESSORIES: INDICATED ON THE PLUMBING FIXTURE CONNECTION SCHEDULE. FOR EACH TYPE FIXTURE, INCH WIDE; 16 GAUGE STAINLESS STEEL. PROVIDE MANUFACTURER'S STANDARD TRIM, CARRIER, SEATS AND VALVES AS SCHEDULED 1 . INSULATION BANDS: 3/4PLUMBING 2. METAL JACKET BANDS: 0.25 THICK STAINLESS STEEL. OR AS RECOMMENDED BY MANUFACTURER AS REQUIRED FOR COMPLETE INSTALLATION. SPECIFICATIONS 1 . FIXTURES: COMPLETE WITH FITTINGS, SUPPORTS, FASTENING DEVICES, FAUCETS, REFERENCE ONLY 3. INSULATING CEMENT: ANSI/ASTM C195; HYDRAULIC SETTING MINERAL WOOL. VALVES, TRAPS, STOPS AND ADDITIONAL DEVICES REQUIRED. 4. FINISHING CEMENT: ASTM C449. 2. EXPOSED IPS PIPING AND TUBING: BRASS, CHROME PLATED. NOT APPROVED WITH THIS PERMIT P3.2 5. FIBROUS GLASS CLOTH: UNTREATED; 9 OZ/SQ YD (305 G/SQ M) WEIGHT. 3. ESCUTCHEONS: BRASS, CHROME PLATED. 4. FIXTURES LOCATIONS: AS SHOWN ON ARCHITECTURAL DRAWINGS. 5. STOPS: STOPS INSTALLED ON EACH SUPPLY PIPE AT EACH FIXTURE ACCESSIBLY 160254.01 LOCATED WITH WALL ESCUTCHEONS. ®ions 004. rG/aaA ALL FIGHTS RESERVED 6. SHOWERS, PUBLIC LAVATORIES, INTERIOR FAUCETS: PROVIDE WITH FLOW CONTROL DEVICE PER CODE. 111.111.11111.1 A o PROr1 OUTSIDE AIR VENTILATION SCHEDULE MECHANICAL LEGEND \'‘.1G'r Li& 1969: J►• 2014 OSMC Table 403.3 - - - - .- Cond. Default Occ. Actual CFM People Area Area Req'd DUCTWORK FITTINGS (DOUBLE/SINGLE LINE) AND CONTROLS ABBREVIATIONS �`f �' ''• �- Area Occ. Load No.of per or Fixture Outdoor Outdoor OSA �p�4-+r 5 �04�`5�� System Application (SF) Density Occ.or Occ. or Outdoor Airflow Airflow (CFM) DOUBLE LINE DUCTWORK SINGLE LINE DUCTWORK "NDA.Ca ' # per No. of Fixture Airflow (CFM/SF) (CFM) AFF ABOVE FINISHED FLOOR 1000 SF Fixtures (CFM) ---H —{4 SUPPLY �z7�1/1� ._ SUPPLY AIR ELBOW UP BDD BACKDRAFT DAMPER RTU-1 Oster Bar 479 100 48 24 7.5 180 0.18 86 266 : --Iii —.O RETURN/EXHAUST AIR ELBOW UP BTU BRITISH THERMAL UNIT Dining Area 1 ,418 , 70 99 51 7.5 382.5 0.18LL 255 638 CFM CUBIC FEET PER MINUTE TOTAL REQ'D OSA CFM 904 1 — —tZ OUTSIDE AIR ELBOW UP (E) EXISTING TOTAL REQ'D OSA CFM IN BREATHING ZONE 904 Ix' 0 1__I 3 SUPPLY AIR ELBOW DOWN ESP EXTERNAL STATIC PRESSURE TOTAL PROVIDED OSA CFM 904 1 EXH EXHAUST AIR RTU-2 Private Dining 571 70 40 33 ` 7.5 247.5 0.18 103 350 ;,% �' �'�� w-� RETURN/EXHAUST AIR ELBOW DOWN GPM GALLONS PER MINUTE Bar and Dining Area (Bar) 727 100 73 17 7.5 127.5 0.18 131 258 yx c 1r___I 3 OUTSIDE AIR ELBOW DOWN HP HORSEPOWER N- N Bar and Dining Area (Dining Area) 570 70 40 22 7.5 165 0.18 103 268 MA MAKE-UP AIR O o Office and Restrooms 77 --�w�. FLEXIBLE DUCT M N TOTAL REQ'D OSA CFM - AM]876 MBH 1000 BTU PER HOUR - (Ni TOTAL REQ'D OSA CFM IN BREATHING ZONE 876 VANE G -1-1 SQUARE ELBOW MFR MANUFACTURER • VANE (N) NEW TOTAL PROVIDED OSA CFM 876 __....) OSA OUTSIDE AIR �, RADIUS ELBOW PSI POUNDS PER SQUARE INCH p tx �' R=1 .5D "' RA RETURN AIR �, I 1 = ACOUSTICALLY LINED DUCT SA SUPPLY AIR fes-- cc z 3(SIZES SHOWN ARE NET INSIDE} w 0 eL m F- E o ® SUPPLY REFERENCE AIR DIFFUSER WITH THROW DIRECTION o 2 o w .- a] U I I SUPPLY AIR SIDEWALL REGISTER Qb CONNECT TO EXISTING AT THIS POINT. o VERIFY LOCATION, SIZE, AND CONDITION. D C" ''' O SHEET NOTE 171 f--s..._ RETURN/EXHAUST AIR CEILING REGISTER VAV EQUIPMENT MARK NUMBER L_ 1 RETURN/EXHAUST AIR SIDEWALL REGISTER W SEE SCHEDULES A ReW i, ENGINEERING, INC. MVD MANUAL VOLUME DAMPER REVISION s�+�s►►old, 9615 S.W.Allen 91vd,Suite 1077 Beaverton,Oregon 97005 © MD MOTORIZED DAMPER 20x10)OBD A PhDIFFUSER/REGISTER MARK NUMBER 500 Fax:e (503)726-3326 FSD FIRE SMOKE DAMPER E-mail: rweng@rweng.com 6 VO THERMOSTAT/SENSOR MOUNTED 0 48" AFF NECK SIZE ��SCHEDULED Cect JOHN BR01 20x10 A Contact: JOHN BROOKS VAV-1 WITH UNIT SERVED NOTED 500 OBD CFM " "--OPPOSED BLADE DAMPER NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS CONTAINED IN THIS LEGEND WILL APPEAR ON DRAWINGS. DIFFUSER,REGISTER, AND GRILLE SCHEDULEtik< 61 TYPE DESCRIPTION MFR/MODEL NOTES - A SUPPLY REGISTER DUCT MOUNTED TITUS / 300RL B SUPPLY DIFFUSER CEILING MOUNTED -- LAY-IN TITUS / 300 TDC C RETURN REGISTER WALL OR DUCT MOUNTED TITUS / 350RL 15895 SW 72ND AVE SUITE 200 1 PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 CONDENSING UNIT SCHEDULE w w W . C I D A I N C . C O M MARK NUMBER CU-1 SYSTEM WINE COOLER 111 TYPE SPLIT SYSTEM CAPACITY (TONS) 1 MIN. EFF. (SEER) 23.1 MAIN DUCT ELECTRICAL (1CA) 7 0 MAXIMUM 24" ELECTRICAL (V_PH) 208/230 -1 X DUCT TAP (TYP) LONG FLEX DESIGN WEIGHT (LBS) 81 DUCTWORK FOR • MANUAL VOLUME CC C7 DAMPER USE ELBOW ENTRY FINAL ALIGNMENT MANUFACTURER/MODEL MITSUBISHIROOF / MUY-GL12NA WHERE SPACE ONLY #=D 1111 NOTE: CONDENSING UNIT TO BE LOCATED ON FOR DUCT A 0 NDIAMETER SEE LL III CtCK CREWS A METAL LooR�PLAnI AIR CONDITIONER SCHEDULEl ›... CL N CVAROUND (TYP) Co 0 wOPANDUiT MARK NUMBER AC-1 > 0o — 0 SYSTEM WINE COOLER A (cf_ co Z TYPE SPLIT SYTEM - WALL MOUNT �+/ CO 0 — Q M AIRFLOW (CFM) 399 H < Q FULL PERIMETER I FAN MOTOR {W) 30 1 Z I/1 0 SPONGE RUBBER CONDENSATE PUMP BLUE DIAMOND X87 115/230V i F-- Lu N-- GASKET (TYP) CEILING ` CEILING / DIFFUSER TOTAL COOLING CAP. (MBH) 12 M FILTER TYPE ENZYME FILTER MAC-408FT-E N- ELECTRICAL (V-PH) 208/230-1 1 �+V i REGISTER MOUNTING DETAIL_ 2 DIFFUSER DETAIL DESIGN WEIGHT (LBS) 22 (f) M.01 NOT TO SCALE MHV—DIFF-02 M.01 NOT TO SCALE MHV—DIFF-02 MANUFACTURER/MODEL MITSUBISHI / MSY-GL12NA >I DRAWING INDEX _• MO.1 MECHANICAL LEGEND, SCHEDULES AND DETAILS M1 .0 FLOOR PLAN HVAC MECHANICAL LEGEND M3.0 MECHANICAL SPECIFICATIONS SCHEDULES AND DETAILS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT MC) 160254.01 ©2018 arA. P.C./CI]A ALL laws RESERVED RcITII IE 1WAITIkM ON1 SCJ-'IEDULE 1 EMPLOYEE LOCKERS- I I 1 I CtPR OI I +Guile • i ' � 1 (10X6) A ®125 1 90 r.'if•- -es 1- III III cr9� oi, 5, `9 , F -ol--- /10 1 4fitA. CO- 14 I EXPIRES 12/31/17y4 - - - - - - - - - - 1±1 - g" -gn (1OX ) A 0 , 1 1-------)11 STDAGEI- 11 I 112I O — — I — 113 - 125 _ 1 1 T. 8-0 149 TYP.4 © 1 ' i 7- A H r--- t... 1 1 2 31----)- 3 1:: - N^r i O cNj - - - - - - - �— - - - - - - - - - r - - - - - it----/-1 - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —r - n O ' 12"0 4"0 — -- N 1 1 D"� 18x� _ 1 1 I I C '� 360- PRIVATE DINING +—I —i—) ` o ,1___ - -. 109X 1 1 rh 14"� I I F- 1 1 Lr_ r 10"� Fes`. c, ~ 1 z 0 1 I I 12x12 B S w O I 14"0 E J I © 225 TYP.4 PREP I I Q Q Z o b0 Z 1- 22 93 0 22"0}—' KITCHEN O T. � . , _ _ _ r- I. 108 I I 1 1 1 w W3 ! 18" i ; �18 T.R. 1 -- NIn O 107 12"0�,,, I I REM! ! • I I I 1 i _ [80 - AC 6 Cu 0 )� A 1 10"� 10"0 . 1, 30x 18 C 1 _ �� ENGINEERING, INC. •0 r�---- -----1 'Engineering(mated Solutions' 980 T0 iiI I 9615 SIN.Allen Slvd,,Suite 107 r , Phone; (503)726-3337 i � 0X24 Cr 'II Beaverton,Oregon 97005 ---JXHALL T.R. , /10 \(6 A 0 21 85> I i� 1 Fax: (503)725-3326 10X6 A 140 O -- go105 J 106 l E-mail: rweng@rweng.com © ..FI _ A Project No.: 382.057.001 ,,,_---------) 140 > r A 22"0 Contact JOHN BROOKS STORAGE 1 1 I . _ I O ' — 1 . 1 1 10 � 103 2= � r — I I _ I I -_ _ 10x6 A r11% i AM\ AnW 1 140 P.2 2 ., 22"0 U - -- 0 I I 1 Q I w --J T n 10x6 A 1 140 1 _ _ - II L. 1 1 _ 1 ...1.1.. Li 1 i 12 9 � UA•-1 N 0 . T © ...... i L , ____ - - - - - - - - - - - -0- 8 O - I16"0 16"0 \-16"0 1 ox24 C O I1 - --- ---- --_- - ----- --- I _ 1 i — 2185 KITCHEN III — -_ - — — 15895 SW 72ND 2ND AVE SUITE UITE 2 00104 f PORTLAND. OREGON922 4 — 1 � L J �-12"� / — �14"0 FTAEXL : 550033 . 222266 .. 1268705 10x6 A O 10x6 A O 26 WWW . CIDAINC . C0M140 140 L _ I I � A , I A _ (1ö ) A ®� I r 140 ' W e , A DINING c 14"O 18"0 i 22"O IT 20"O /-18"0 /-14"O I p i1 immimimimiiiii 1--- 1--- r— 1— ` 0 -----____. _1 J isfi .err I �^ r I I ' 1 10x6 A 0 1 ' ' I 1 • 140 ! 0 13350>TYP.12 RETAIL SHOP ! CC 0 © 10x6 A II 101 , I W 140I " \_ "ø 1 1 — I I_ d' NI -hi- - - - - - - - - - - - - 1 - — - - - - - -- — - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - 14. 2 0 N o 111 „, 1 11 J 1 1 1 low:. 1 r - -[, I I )�- �—i LCL_ J l3 1�. y L , Z I 1 — , I —1 Y FWor- w Li 0 Z IO FOUTDOOR DINING -------)!I z Q fx I� Q I I I Q V f 1 I 1 1 4 I I I z W 0 1- 2 6 M t GENERAL NOTES NOTES THIS SHEET M IFFUSERr 1 j A. EXPOSED DUCTOWRK IS TO BE PAINTED WHITE O1 CONNECT TO EXISTING UNIT AT UNIT CONNECTION SIZE Sc& TRANSITION TO SIZE SHOWN. SEE 1/M0.1 . REFERENCE ONLY CO 0SEE 2/M0.1 . NOT & APPROVED WITH THIS PERMIT 1 FLOOR PLAN - HVAC M1.0 SCALE: 1/4"=1'-0” O4 EXISTINGREBALANCE TRANETOAROOFIRFLOW TOP UNITINDICATED LOCATEDBYTOTAL OF ON ROOF. SUPPLY CLEANGRILLES COILS & PROVIDE NEW FILTERS. >mQ S. O5 EXISTING LENNOX ROOF TOP UNIT LOCATED ON ROOF. CLEAN COILS & PROVIDE NEW FILTERS. REBALANCE TO AIRFLOW INDICATED BY TOTAL OF SUPPLY GRILLES & DIFFUSERS. O OUTDOOR UNIT LOCATED ON ROOF. 6A MOUNT FC HIGH ON WALL. 1 O7 EXISTING EXHAUST FAN & GRILLE IN CEILING TO REMAIN. REBALANCE TO ORIGINAL AIRFLOW. O CONTRACTOR TO PROVIDE DUCTWORK FROM HOOD TO EXHAUST FAN AND MAKE-UP AIR UNIT FLOOR PLAN HVAC PROVIDED BY KITCHEN SUPPLIER. COORDINATE DUCT SIZE, CONNECTION LOCATION & SIZE WITH KITCHEN SUPPLIER. A MILO O REFRIGERANT LOOP PIPING SIZED PER MANUFACTURER RECOMMENDATIONS. INSULATE TO CODE. 10 MODIFY, EXTEND AND CONNECT NEW WIRING TO NEW T-STAT FOR EXISTING TRANE UNIT. 160254.01 0 MODIFY, EXTEND AND CONNECT NEW WIRING TO NEW T-STAT FOR EXISTING LENNOX UNIT. © 2o18cak P.C./CIA41 Foos RESERVED SECTION 15050 - BASIC MATERIALS AND METHODS. SEE DRAWING P3.0. SECTION 15890 - AIR DISTRIBUTION (coned) SECTION 15060 - PIPE AND PIPE FITTINGS. SEE DRAWING P3.0 C. Flexible Ductwork: Insulated low pressure flexible duct, factory fabricated assembly consisting of a zinc coated spring steel helix, seamless inner SECTION 15100 - SUPPORTS AND ANCHORS. SEE DRAWING P3.1 liner, wrapped with a nominal one inch thick, one pound per cubic foot density fiberglass insulation. The assembly shall be sheathed in a vapor barrier jacket, factory sealed at both ends of each section assuring the vapor resistance of each section as well as the completed 2.5 GRILLES, REGISTERS AND DIFFUSERS �Q PROf SECTION 15260 - MECHANICAL INSULATION. SEE DRAWING P3.2 }N FSf installation. The composite assembly, including insulation and vapor barrier, shall meet the Class I requirements of NFPA 90A and be labeled A. Description: Provide grilles, registers and diffusers as shown. \ .10 S O by UL with a flame spread rating of 25 or less and a smoke developed rating of 50 or under. The duct shall have factory sealed double air 4 SECTION 15800 - VENTILATING EQUIPMENT seal (interior and exterior), to assure an airtight installation. Genflex, Wiremold, CleCon, JohnsManville, Thermaflex or accepted substitute. B. Finish: 19. D. Laundry Clothes Dryer Vent: Aluminum sheet metal, minimum gauge 24. Airtight duct except for openings required for operation or maintenance. 1. Baked-on white enamel finish, or flat white prime coat, factory applied. Verify the exact finish type with architectural 1 GENERAL Duct to have smooth interior surface and not be assembled with sheet metal screws or other devices that extend into the airstream. Install drawings. - ro- `r., �" 1.01 DUCTLESS SPLIT SYSTEM HEAT PUMP vent in accordance with manufacturer's instructions and recommendations. 2. Aluminum: Clear anodized. Fow�gy 5 199��` 2.2 ACOUSTICAL DUCT LINING 490 A. CO' A. Provide indoor wall mounted evaporator/blower section and matching outdoor condensing unit. A. Line ducts with 1 inch thick, Johns Manville "Permacote Linacoustic" R-300, meeting NFPA 90A requirements for maximum flame spread and C. Manufacturers: Price is an accepted substitute where Titus model numbers only are listed. EXPIRES 12/31/17 smoke developed. Gustin Bacon, Owens Corning or accepted substitute. Air side surface protected with acrylic coating, impervious to dust and B. Fan Coil Selection: Shall be factory assembled and wired. Evaporator heat exchanger shall be constructed of non-ferrous, rifled dirt, will not support microbial growth, rated for 5,000 FPM air velocity. Mechanically attach lining to sheet metal duct with Johns Manville Grip 2.6 LOUVERS copper tubing with enhanced aluminum slip fins, mechanically bonded to copper. Single cross-flow blower wheel, statically and Nails or Gramweld welding pins. Apply fire retardant type adhesive similar to Johns Manville No. 44 adhesive, Benjamin Foster 81-99, dynamically balanced shall be attached to a single direct drive, PSC fan motor with overload protection, permanently lubricated Insul-Coustic 22 or 3M equivalent on all leading edges, joints and seams. A. Frame and sill styles compatible with adjacent substrate, specifically manufactured to fit into construction openings with and multi-speed capability. Provide electric strip heater and anti-mold, washable air filter. accurate fit and adequate support for weatherproof installation. Construct of aluminum extrusions, ASTM 8221. On inside face 2.3 DUCT SEALING of exterior louvers, provide aluminum screen mounted in frames. Blades on 4-inch centers with rain stop design. A. Aluminum bonded to aluminized mylar reinforced with fiberglass mesh backing an elastomeric pressure sensitive adhesive specifically formulated B. Manufacturers: American Warming and Ventilating, Inc., Pottorff, United Metal Products, Carnes, Cesco, Industrial Louvers, Inc., C. Heat Pump: Air-cooled, capacity to match dual indoor unit. Constructed of 090 galvanized seal with corrosion inhibiting, acrylic, for adhesion to galvanized metal. Hardcast "AFG-1402" with "HD-181" degreaser or accepted substitute. Louvers & Dampers, Inc., Ruskin, Greenheck or accepted substitute. baked enamel finish. With a high efficiency rotary compressor, with overload protection, vibration isolation. Condenser coil heat exchanger shall be non-ferrous rifled copper tubing with mechanically bonded to copper. Each circuit shall include suction line B. Two-part sealing system with woven fiber, mineral gypsum impregnated tape and non-flammable adhesive. Hardcast "DT-5300 tape and accumulator, liquid line strainer or dryer, in-line muffler, cap tub refrigerant control, on electric four-wayreversing valve for " automatic switching and condenser coil temperature sensor. Fan motor shall be direct drive with internal overload for low ambient RTA-5D' adhesive or United "Uni-Cast" system or accepted substitute. 3 EXECUTION r N. operation, with propeller type fan mounted for horizontal discharge. C. Duct Joints for Sheet Metal Ducts: "Ductmate System" by Ductmate Industries, Inc., for making transverse rectangular and round duct joints. o 0 Ward Duct Connectors, Inc., Lockformer TDC or accepted substitutes. (-NI "' D. Controls and Protection Devices: Shall have minimum access or programmable temperature control, 12 hour programmable time, 3.1 INSTALLATION o el 2.4 ACCESSORIES A. Locate ducts with sufficient around a ui ment to allow normal o eratin and maintenance activities. r N night set back with printed circuit board with control circuit fuse and microprocessor. Minimum accessories shall include high spaceequipment operating pressurestats, crankcase heater, suction line accumulator, pressure relief device, motor compressor thermal and current sensitive A. Manual Volume Dampers: Construct of material two gauges heavier than duct in which installed; single plate up to 12 inches wide; multiple over B. Provide manual volume dampers at points on low pressure supply, return, and exhaust systems where branches are taken E'I overload devices, positive acting timer to prevent short cycling on power failure, anti-recycle timer, head pressure controller for 12 inches wide. Hem both edges 1/2 inch and flange sides 1/2 inch. Provide regulator extension through sheet rock ceiling with concealed from larger ducts for air balancing. Use splitter dampers only where shown. Location of all volume dampers are not low ambient operations, suspension hardware for horizontal insulation, freeze stat. adjustable cover. Use Young, DuroDyne or accepted substitue damper accessories. necessarily shown on the drawings. a_ B. Opposed Blade Damper: Install opposed blade dampers where shown. Young No. 817 or accepted substitute. C. Provide flexible connections immediately adjacent to equipment in ducts associated with fans and motorized equipment. E. Unit shall be ARI certified and UL Labeled D. Provide backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where shown. C. Control Dampers: Provide automatic control dampers as indicated. Airfoil, multi-blade type with a maximum blade width of 48 inches. Bladesi- to be interlocking, minimum 16 gauge. Continuous shafts to provide for tracking of all blades. Maximum air leakage of 4 CFM per sq. ft. at E. Provide duct access doors for inspection and cleaning before and after filters, coils, fans, automatic dampers, at fire w :E F. Maunfactureres: Sanyo, Panasonic, LG, Mitsubishi or accepted substitiute. dampers, and elsewhere as indicated. Provide minimum 12 inches x 12 inches size for hand access, 18 inches x 24 inches ce ce P 1.0 inches water gauge. Provide damper actuator. Alerton, Honeywell, Johnson Control, Seimens, Trane or accepted substitute. size for shoulder access and as indicated. Install necessary access openings and covers for cleaning, wiring or servicingti.i c� motors, fire dampers, filters, fans, both entering and leaving air sides of coils, and to other equipment located within or 1- ¢ eo D. Fire Dampers: Constructed and installed in accordance with NFPA, UMC and UL labeled. Provide dynamic fire dampers with 1-1/2 hour fire Q z 1.1 DESCRIPTION blocked by ductwork. a ct protective rating; locate fusible links for easy service or replacement; provide access panels of proper fire rating as required. Fusible links to be A. The requirements of this section apply to the Heating, Cooling and Ventilating Equipment. rated at 160'F. Fire damper assemblyto be selected at a maximumpressure dropof 0.05 inches w. Provide dampers to maintain free area F. Support: Install ductwork with 1 inch wide 16 gauge cradle hangers not more than 8 feet c c or as required bycode. °w z 5 P 9 P PP 9 9 9 / q z m through damper same as unobstructed run of duct. American Warming, Dowco, Krueger, Ruskin, Phillips-Aire, Tuttle and Bailey, Prefco, Support terminal units independent of adjacent ductwork. Attach to available building construction as per good practices for 2.6 CEILING EXHAUST FANS 0 Greenheck, Ultrasafe, Safe Air, National Controlled Air, Air Balance or accepted substitute. materials involved. Exposed ductwork shall be supported by closed cradle strap suspended from 3/8 inch threaded rod. 0 ,- ce A. Direct drive: Ceiling mounted centrifugal type with direct drive motor, insulated cabinet, vibration isolators, backdraft damper, - exhaust grille, speed control and disconnect switch. Penn, Greenheck, Cook, Nutone, Broan, Panasonic or accepted substitute. E. Combination Air-Smoke-Fire Dampers: Constructed and installed in accordance with NFPA, UMC and UL labeled. Fire damper functions to be G. Connection Fittings: Round connections to rectangular ducts manufactured sheet metal "spin-in" fittings. Genflex, Wiremold, as specified previously. Provide with factory mounted 120 volt operating motor where utilized as smoke damper. Smoke damper to be shaft Thermaflex, Glassflex, Clevepak, Manville, or accepted substitute. 2.7 INLINE MIXED FLOW FANS: operated. Prefco, Safe Air, National Controlled Air, Air Balance, Greenheck, Ruskin or accepted substitute. H. Elbows and Fittings: Construct elbows with throat radius equal to duct width in plane or turn or make them square and WW A. Inline fans shall be of the tubular centrifugal type with mixed flow aluminum wheels. The housingshall be constructed of rigid provide double wall, air foil turning vanes. 9 YP 9 F. Access Doors: In sheet metal work, hollow core double construction of same or heavier gauge material as duct in which installed. Use no formed and bolted heavy gauge steel to minimize air leakage. The housing and bearing support shall be constructed of structural door smaller than 12 inches by 12 inches for simple manual access or smaller than 18 inches by 24 inches where personnel must pass I. Sleeves: Provide galvanized sheet metal plaster ring around ductwork penetrating exposed finished walls. Sleeve and flash all steel members to prevent vibration and rigidly support the shaft and bearings. The wheel shall be of the non-overloading mixed through infrequently. Use 24 inches by60 inches minimum for filters and more frequent maintenance. Use Ventlok or roved hinges and duct penetrations through exterior walls in an air tight and weatherproof manner. ENGINEERING, INC. ns' flow type with aluminum construction. Wheel shall be staticallyand dynamically balanced. The wheel cone and fan inlet cone shall g q Y q PP g ,E ft Integrated cite 1 7 YP Y Y latches on all doors; 100 series hinges and latches on low pressure system doors up to 18 inches maximum dimension, 200 series on larger J. Plenums: Construct sheet metal plenums and partitions of not lighter than 18 gauge galvanized steel and reinforce with 9615 S.W.Allen Blvd.,sine 107 be carefully matched and shall have precise running tolerances for maximum performance and operating efficiency. Turned, low pressure system doors and 333 series on high pressure systems. Construct doors up to 18 inches maximum dimension with one inch 1-1/2 inch by 1/2 inch by 1/8 inch angles as required to prevent drumming or breathing. Beaverton,Oregon 97005 precision ground and polished steel shafts shall be sized so the first critical speed is at least 25% over the maximum operating overlapfit andgasket with 3 4 inch by1/8 inch sone rubber; fit larger doors against 1-1 2 inches by1/8 inch flat stock or angle frame Phone: (503)726-3337 speed for each level of construction. Bearings shall be heavy duty grease lubricated and self-aligning. Bearings shall be selected / / sponge g g l / g K. Acoustical Duct Lining: Acoustically line all outside air ducts and plenums, all fan unit intake and discharge plenums, all Fax: (503)726-3326 and gasket with 3/4 inch by 1/8 inch sponge rubber or felt. Door swing to be opposite airflow. ductwork indicated as lined on the Drawings. E-mail: nweng@rweng.00m for a basic rating fatigue life L(10) of 80,000 hours at maximum operating speed for each level of construction. Inline tubular Project No.. 382.057.001 centrifugal fans shall bear the AMCA Certified Ratings Seals for both sound and airperformance. G. Fan and Air HandlingUnit Flexible Connections: Install neoprene impregnated fiber lass connections in ductwork at all rotatingequipment. L. Flexible Ductwork: Support hanger or saddle material in contact with duct shall be of sufficient width to prevent any 9 9 P9Contact: JOHN BROOKS Ventglass, Duro-Dyne or accepted substitute. restriction of the internal diameter of the duct, and in no case less than 1 inch wide. Maximum sag to be 1/2 inch per B. Accessories: Motor cover with belt guard, inspection door, spring isolators, VFD compatible motor and shaft ground ring. foot of spacing between supports. Flexible ducts shall be installed in a fully extended condition free of kinks with no H. Control Dampers: Provide automatic control dampers as indicated. Airfoil, multi-blade type with a maximum blade width of 48 inches. Blades direction change to exceed 90 degrees, using only the minimum length required to make the connection with a maximum C. Manufacturers: Greenheck, Carnes, Cook, Penn, ILG, Breidert, Acme or accepted substitute. to be interlocking, minimum 16 gauge. Continuous shafts to provide for "tracking" of all blades. Maximum air leakage of 4 CFM per sq. ft. at length of 24 inches. Sheet metal collars to which the duct is attached shall be a minimum of 2 inches long. Flexible duct 1 .0 inches water gauge. Provide damper actuator. Alerton, Honeywell, Johnson Control, Seimens, Trane or accepted substitute. shall be inserted into the collar a minimum of 1 inch and inner liner secured with a minimum 1/2 inch wide positive locking steel strap. In ducts larger than 12 inches diameter, steel strap must be secured by beading. Reshape insulation and 2.8 INLINE CABINET FANSfritil::( vapor barrier over duct and collar and secure using drawband. Attachment of joints is similar using a minimum of 4 inches A. Casing to be fabricated of heavy gauge steel, reinforced and braced with steel angle framework for maximum rigidity. Factory SECTION 15890 - AIR DISTRIBUTION (coned) long collar. assembled, sectionalized casing. M. Exposed ductwork joints shall be sealed with "Ductmate System". Li 1. Removable panels in fan access to all internal parts. 2.5 GRILLES, REGISTERS AND DIFFUSERS N. During construction provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust 2. Casings and all accessories given a protective enamel finish. All metal parts of units chemically cleaned, phosphatized and A. Description: Provide grilles, registers and diffusers as shown. from entering ductwork system. coated with baked enamel finish. Fan cabinet should be lined with 1-inch thick, 1.5 lbs./cu. Ft. density glass fiber lining. B. Finish: 3.2 ADJUSTING AND CLEANING U 3. Duct collars at fan housing are an integral part and extension of fan housing. 1. Baked-on white enamel finish, or flat white prime coat, factory applied. Verify the exact finish type with architectural drawings. A. Clean duct system and force air at high velocity through duct to remove accumulated dust. To obtain sufficient air, clean B. AMCA rated, nonoverloading, backward incline, multiblade centrifugal type fan. Staticallyand dynamically balanced and tested after 2. Aluminum: Clear anodized. half the system at a time. Protect equipment which may be harmed by excessive dirt with temporary filters, or bypass 9 YP Y Y during cleaning. being installed on properly sized hollow or solid shafts. Permanently lubricated bearings with 200,000 hour minimum life. C. Manufacturers: Price is an accepted substitute where Titus model numbers only are listed. C. Electronically Commutated Motor with open type motor enclosure. Motor to be a DC electronic commutation type motor (ECM) SECTION 15990 - TESTING, ADJUSTING, AND BALANCING 15895 SW 72ND AVE SUITE 200 specifically designed for fan applications. AC induction type motors are not acceptable. Motors shall be permanently lubricated, PORTLAND, OREGON 97224 heavy duty ball bearing type to match with the fan load and pre-wired to the specific voltage and phase. Internal motor circuitry 2.6 LOUVERS to convert AC power supplied to the fan to DC power to operate the motor. Motor shall be speed controllable down to 20% of full 1 GENERAL r E 5 0 3 . 2 2 6 . 1 2 8 5 speed turndown). shall be by either a potentiometer dial mounted at the motor or by a 0-10 VDC signal. A. Frame and sill styles compatible with adjacent substrate, specifically manufactured to fit into construction openings with accurate fit and F A X : 5 0 3 . 2 2 s . 1 s 7 0 speed (80%l ben minimum Speedf 8sh5% efficient controlled all adequate support for weatherproof installation. Construct of aluminum extrusions, ASTM B221 . On inside face of exterior louvers, provide aluminum 1 1 WORK INCLUDED www . c I D A I N c . c 0 M speeds.Motscreen mounted in frames. Blades on 4-inch centers with rain stop design. D. Manufacturers: Greenheck, Carnes, Cook, Penn, ILG, Breidert, Acme or accepted substitute. A. After completion of the work of installation, test and regulate all components of the heating, air conditioning and ventilating P B. Manufacturers: American Warming and Ventilating, Inc., Pottorff, United Metal Products, Carnes, Cesco, industrial Louvers, Inc., Louvers & Dampers, systems to verify air and water flow rates shown. Inc., Ruskin, Greenheck or accepted substitute. B. Measurement of final operating condition of mechanical systems. 2.9 CENTRIFUGAL DIRECT DRIVE ROOF EXHAUST FANS 3 EXECUTION 1.2 QUALITY ASSURANCE UJ A. Spun aluminum exhaust fans shall be direct drive type. The fan wheel to be centrifugal forward curved or backward inclined, constructed of aluminum and include a wheel cone matched to the inlet cone. Wheels to be statically and dynamically balanced. A. Agency shall be company specializing in the adjusting and balancing of systems specified in this Section with minimum five CO The fan housing to be constructed of heavy gauge aluminum with a rigid internal support structure and a birdscreen. 3.1 INSTALLATION years documented experience. B. Motors to be mounted out of the airstream on vibration isolators. Fresh air for motor cooling to be drawn into the motor A. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. compartment through a space between the fan shroud and the motor cover. Motors to be readily accessible for maintenance. 1.3 SUBMITTALS B. Provide manual volume dampers at points on low pressure supply, return, and exhaust systems where branches are taken from larger ducts for O C. A disconnect switch to be factory installed and wired from the fan motor to a junction box installed within the motor air balancing. Use splitter dampers only where shown. Location of all volume dampers are not necessarily shown on the drawings. A. Submit name of adjusting and balancing agency for approval within 30 days after award of Contract. compartment. A conduit chase to be provided through the base to the motor compartment for ease of electrical wiring. Provide a B. Submit test reports as a submittal under provisions of Section 15050. T speed control controller. C. Provide flexible connections immediately adjacent to equipment in ducts associated with fans and motorized equipment. C. Prior to commencingwork, submit draft reports indicatingadjusting, balancing, and equipment data required. I PP D. All fans to bear the AMCA Certified Ratings Seal for sound and air performance. D. Provide backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where shown. D. Submit draft copies of report for review prior to final acceptance of Project. Provide final copies for Architect and for inclusion in operating and maintenance manuals. CC 0 E. Provide duct access doors for inspection and cleaning before and after filters, coils, fans, automatic dampers, at fire dampers, and elsewhere as E. Each fan to bear a permanently affixed manufacturer's engraved metal nameplate containing the model number and individual serial E. cover Provide reports in soft cover, letter size, 3-ring binder manuals, complete with index page and indexing tabs, withCC indicated. Provide minimum 12 inches x 12 inches size for hand access, 18 inches x 24 inches size for shoulder access and as indicated. w number. identification at front and side. Include set of reduced drawings with air outlets and equipment identified to correspond Install necessary access openings and covers for cleaning, wiring or servicing motors, fire dampers, filters, fans, both entering and leaving air F. Manufacturers: Greenheck, Carnes, Cook, Penn, ILG, Breidert, Acme or accepted substitute. sides of coils, and to other equipment located within or blocked by ductwork. with data sheets, and indicating thermostat locations. Ce im 1_ IX NI F. Support: Install ductwork with 1 inch wide 16 gauge cradle hangers not more than 8 feet c/c or as required by code. Support terminal units 2 PRODUCTS O O N independent of adjacent ductwork. Attach to available building construction as per good practices for materials involved. Exposed ductwork shall H be supported by closed cradle strap suspended from 3/8 inch threaded rod. Z >I. 0_ h 3 EXECUTION 2.1 EQUIPMENT W W 07 G. Connection Fittings: Round connections to rectangular ducts manufactured sheet metal "spin-in" fittings. Genflex, Wiremold, Thermaflex, A. Provide all necessary personnel, equipment and services. M O (a Glassflex, Clevepak, Manville, or accepted substitute. 3.1 EQUIPMENT INSTALLATION 0 Ct 0 O A. Install in accordance with manufacturer's instructions and applicable code. H. Elbows and Fittings: Construct elbows with throat radius equal to duct width in plane or turn or make them square and provide double wall, air 3 EXECUTION CC foil turning vanes. a CO B. Lubricate all moving and rotating parts in accordance with manufacturer's recommendation prior to start-up. M I. Sleeves: Provide galvanized sheet metal plaster ring around ductwork penetrating exposed finished walls. Sleeve and flash all duct penetrations 3.1 EXAMINATION - Z a C. All roof mounted mechanical equipment shall be supported and seismically anchored on leveled, flashed and counterflashed curbs through exterior walls in an air tight and weatherproof manner. A. Before commencing work, verify that systems are complete and operable. Ensure the following: Equipment is operable and in I- Ct anchored to resist seismic forces and suitable for the roof construction. Minimum curb height shall be 12 inches above the roof a safe and normal condition. Temperature control systems are installed complete and operable. Proper thermal overload Z unless otherwise noted. J. Plenums: Construct sheet metal plenums and partitions of not lighter than 18 gauge galvanized steel and reinforce with 1-1/2 inch by 1/2 protection is in lace for electrical equipment. Final filters are clean and in lace. If required, install temporary media in Q V) Q inch by 1/8 inch angles as required to prevent drumming or breathing. P PP q P ry W D. Make all electrical and duct penetrations for each equipment within the curb unless shown otherwise on the Drawings. Piping and addition to final filters. Duct systems are clean of debris. Correct fan rotation. Fire and volume dampers are in place and W electrical conduit routed above and across the roof shall be supported on flashed and caunterflashed curbs with pipe guides K. Acoustical Duct Lining: Acoustically line all outside air ducts and plenums, all fan unit intake and discharge plenums, all ductwork indicated as open. Coil fins have been cleaned and combed. Access doors are closed and duct end caps are in place. Air outlets are 2 e--• 1-` anchored to the curbs in "pitch pockets." Submit shop drawings on other arrangements for approval. lined on the Drawings. installed and connected. Duct system leakage has been minimized. M B. Report any defects or deficiencies noted during performance of services to Architect. M E. Secure fans to curb with lag bolts on each side. Seal with mastic. Mount on level curb. L. Flexible Ductwork: Support hanger or saddle material in contact with duct shall be of sufficient width to prevent any restriction of the internal C. Beginning of work means acceptance of existing conditions. diameter of the duct, and in no case less than 1 inch wide. Maximum sag to be 1/2 inch per foot of spacing between supports. Flexible 016 3.2 FiLTERS ducts shall be installed in a fully extended condition free of kinks with no direction change to exceed 90 degrees, using only the minimum A. New Filters shall be installed in units prior to air balancing and project acceptance. length required to make the connection with a maximum length of 24 inches. Sheet metal collars to which the duct is attached shall be a 3.2 PREPARATION minimum of 2 inches long. Flexible duct shall be inserted into the collar a minimum of 1 inch and inner liner secured with a minimum 1/2 A. Provide instruments required for testing, adjusting, and balancing operations. Make instruments available to Architect to CO SECTION 15890 - AIR DISTRIBUTION inch wide positive locking steel strap. In ducts larger than 12 inches diameter, steel strap must be secured by beading. Reshape insulation facilitate spot checks during testing. and vapor barrier over duct and collar and secure using drawband. Attachment of joints is similar using a minimum of 4 inches long collar. ›I'm 1 GENERAL M. Exposed ductwork joints shall be sealed with "Ductmate System". 3.3 INSTALLATION TOLERANCES4::( N. Duringconstructionprovide temporary closures of metal or tapedpolyethylene on o en ductwork toprevent construction dust from enteringA. Adjust air handling systems to plus or minus 10 percent for supply, return and exhaust systems from figures indicated. 1.1 WORK INCLUDED P ry P P B. Permanentlymark settings of valves, dampers, and other adjustment devices allowingsettings to be restored. Set and lock ductwork system. 9 P � J g A. Provide air distribution equipment as specified herein and shown. memory stops. B. Equipment capacity and size shall be as shown. C. At final inspection, recheck random selections of data recorded in report. Recheck points or areas as selected and witnessed 3.2 ADJUSTING AND CLEANING by the Owner. 2 PRODUCTS A. Clean duct system and force air at high velocity through duct to remove accumulated dust. To obtain sufficient air, clean half the system at a time. Protect equipment which may be harmed by excessive dirt with temporary filters, or bypass during cleaning. 3.4 ADJUSTING 2.1 DUCTWORK A. After adjustment, take measurements to verify balance has not been disrupted or that such disruption has been rectified. A. Galvanized steel sheet metal: Metal gauges, joints and reinforcement in accordance with mechanical Code, ASHRAE and SMACNA B. Leave systems in proper working order, replacing belt guards, closing access doors, closing doors to electrical switch boxes, MECHANICAL tables and recommendations. and restoring thermostats to specified settings. SPECIFICATIONS B. Spiral Seam Duct: Round and flat oval spiral seam duct shall be manufacture of galvanized steel sheet metal with spiral lock seam. Matching fittings shall be manufactured of galvanized steel with spot welded seams. United Sheet Metal, Semco, Rolock, Metco or accepted substitute. REFERENCE ONLY hA3.0 NOT APPROVED WITH THIS PERMIT 160254.01 0 2016 anti r.c./aaA Al WKS RESERVED 3.5 AIR SYSTEM PROCEDURE A. Make air quantity measurements in ducts by Pitot tube traverse of entire cross sectional area of duct. B. Measure air quantities at air inlets and outlets. PRarrff C. Adjust distribution system to obtain uniform space temperatures free from objectionable drafts and noise. ,' 4 D. Vary total system air quantities by adjustment of fan speeds. Provide drive changes required. Vary branch air quantities by _ i damper regulation. E. Measure static air pressure conditions on air supply units, including filter and coil pressure drops, and total pressure across the Ty �a fan. 16 464 s ig9�� F. Adjust outside air automatic dampers, outside air, return air, and exhaust dampers for design conditions. 4610 A. CO- G. Measure temperature conditions across outside air, return air, and exhaust dampers to check leakage. ( EXPIRES 12/31/17 1 H. Where modulating dampers are provided, take measurements and balance at extreme conditions. I. Measure building static pressure and adjust supply, return, and exhaust air systems to provide required relationship between each to maintain approximately 0.05 inches positive static pressure near the building entries. 3.6 VERIFICATION OF CONTRACTOR'S PERFORMANCE A. Balancing data may be spot checked with instruments similar to that used by the balancing firm. B. If, in the judgment of the Architect, the discrepancies warrant additional adjustment, readjust and rebalance the systems at no additional project cost. i' N N SECTION 15951 — CONTROLS rrl N � N 1 GENERAL 1.1 SYSTEM DESCRIPTION A. Provide a system of low voltage electrical controls. g B. Wiring: Shall be as required for a complete operating control system, per state and National Electric Code. Provide necessary relays, transformers, fusing, switches and pilot lights. Interlocks and control power from nearest panel. ct = w W U O_ 2 PRODUCTS Q ¢ z C:1 a o Q 2.1 ROOM THERMOSTATS w z 5 A. HEAT PUMPS: Seven—day programmable electronic heating/cooling thermostat compatible with system provided. Features shall N include a minimum 5F deadband between heating and cooling setpoints, automatic temperature set back and automatic start. Honeywell T7315, Pro 8000 or approved. B. UNIT HEATER: Seven—day programmable electronic heating thermostat compatible with system provided. Features shall include ReoN 1 automatic temperature set back and automatic start. 2.2 SMOKE DETECTORS ENGINEERING, INC. A. Dual chamber ionization type with duct sampling tubes. UL approved with adjustable sensitivity. Arrange to stop associated fan on 'Engrneerng *oersted Solutions' presence of smoke. Provide in return duct upstream of outside air connection and filters for all fan systems above 2000 CFM. 3615 S.W.Allen Blvd.,Suite 107 Beaverton,Oregon 97005 Phone: (503)726-3337 2.3 TRANSFORMERS Fax: (503)726-3326 E-mail: nvengtrweng.com A. Transformers selected and sized for appropriate VA capacity and installed and fused according to applicable codes. Provide wiring Project No.: 382.057.001 to nearest suitable power source as required. Contact: JOHN BROOKS 2.4 CARBON MONOXIDE DETECTOR AND CONTROLLER A. CO sensor to consist of a manufactured microcomputer based controller with fan relay, pilot light indicators and solid state sensors. Rate system 24V including alarm relay, and test to meet or exceed UL Standards 2034, and current OSHA standards for CO exposure, as well as current OSSC requirements for enclosed garages. System to be self—supervised to activate fan if system detects any problems. B. Relays: Fan relay to activate at sensing 25 ppm CO after 5 minutes. Minimum fan run to be 2-1/2 minutes. Alarm relay to "111111°4( activate at sensing 100 ppm CO after 30 minutes. C. Provide one calibration kit per project. D. Manufacturers: Vulcain Electrochemical, MSA or approved substitution. 2.5 NITROGEN DIOXIDE DETECTOR AND CONTROLLER A. NO2 sensor to consist of a manufactured microprocessor based controller with fan relay, pilot light indicators and solid state sensors. Rate system 24V including alarm relay, and test to meet or exceed UL Standards 2034, and current OSHA standards1111111 for NO2 exposure, as well as current OSSC requirements for enclosed garages and Oregon state ventilation code. System to be self—supervised to activate fan if system detects any problems. B. Relays: Fan relay to activate at sensing 2.5 PPM NO2 after 5 minutes. Minimum fan run to be 2 1/2 minutes. Alarm relay to activate at sensing 5 PPM NO2 after 30 minutes. 15895 SW 72ND AVE SUITE 200 C. Provide one calibration kit per project. PORTLAND, OREGON 97224 D. Manufacturers: Vulcain Electrochemical, MSA or approved substitution. T E L : 5 0 3 . 2 2 6 . 1 2 8 5 3.1 SEQUENCE OF OPERATION FAX : 5 0 3 . 2 2 6 . 1 670 A. HP units: Room thermostats to modulate cooling and heating in sequence to maintain setpoint. Units with electric heat shall use www CIDAINCCOM heat pump as first stage of heating. B. Living Unit Exhaust Fan EF-1: Fan to operate continuously at low speed and at high speed on motion sensor. C. Parking Garage Exhaust Fans EF-2 & EF-3: EF-3 damper shall open, fan shall start and run continuously at low speed during normal operation. On signal from CO and NO2 sensors, EF-3 shall ramp up to maximum speed. If CO and/or NO2 levels continue to increase, EF-2 damper shall open, EF-2 shall start at low speed and EF-3 shall stop. If CO and/or NO2 levels continue to increase, EF-3 shall operate as noted in section 2 above. Control Panel from multiple CO and NO2 sensors with one LLI controller. Provide sensors to monitor all areas of space served by exhaust fans. Fan relay to activate as noted for CO and NO2 sensors in Part 2 Products. VFD shall reduce fan speed to provide minimum CFM once CO and NO2 levels drop below setpoint. D. Exhaust Fans EF-5, EF-6, EF-7: Fan to operate with room lights with 15 minute (adjustable) time delay off. E. Exhaust Fan EF-4: Fan to operate continuously. F. Exhaust Fan EF-9: Fon to operate on rise in room temperature. I C W � O N cn p l2 w W O� w0 0 o — p aCt m Z z Q W 0 M M >" MECHANICAL SPECIFICATIONS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ■'1 160254.01 Cl 2016 oak, P.C./CIOW ALL RIGHTS lid I 1 •0 Z J 0_ a. D N H o rilo I—H H- Z 0 • I— Z . Z Q L J �� W F— J 4G _____:"\\ II I 0 / 2456 _ • ° l.L D H • I iii Il I Ill < Lc) . 0 , ,— 1 I A P _r Cl) V ~ 69 �• .11 _1 Lu co r _ i •armm�nmlutlnlltlrlJNiIlI1pk11NNI1111111N11NItl111111Ir INfllllllllllElfllNllliflll;s72 iIIIIIHIIIfhIIIIIIIIIIIIII F5 7s -_gym W (�/\�\/�J� ! 1 IIIIIIIIIIIIIIIIfllllllllllll IIIIIIIIIIIHIIIIIIIIIIIIII =_=__ (f) Cr) ~/ is„, IkIqic-,)_. 0RI1111111III11N11111HN111111111111111111111i11N11111111111111'. - __""�= ® r __— 1N e�= a I 0 r4% . CY) _1.= s 01.0 �} ko .._.. • 'rte ED ate=I �rt67 � :�' 68 I1 f ti L (7- 0 T C --------"'N"\\, ,4x - 0 x ' LLI 7 v) D , c as _ . ..., 0 1 , : .7.---03=', 74 ,„-----) . �w N • • W B3 0 IP __ - _-_ Cie = -_= 1147 •1 H H • i:E ® Li �i TjaIrjg lismui — L s 1 �I pig �sa y �� `.,. VVVVVV4V 1♦� _ 1 ♦ 11 ' 1/ 111 1•;11. I!) ___ • ,. ` ' in up 1 i ► ai 11► 1► i - - nr►�anlir.al�.nnra�rr� •.•1�� '�� O ill rala,l 1, 11 e • - + ,::, -, ------- 0 ....---; I II �� ,111,,,1, [a I 1 12 .— 4.1 GO L� :nn .II. 1 0 I.I�I.I I�E�k 1.1 'I'I'I ITE II - I- 0 � � �� V) < 1) Oa f:l�l:l l I 7 '1F _ L ;r,r,n 27 9 }e r iii.iy r1 id 4 2� 33- _ _�_ , 5i -+� C7 J J L I L \ u, t• 28 I 94 _ I 2 50 �- J{ = 1 ,, I I I ! , - -:I__.. _ ) I1111I V • _ W go. IL• II • o L--—; 3 ® �j • ' H H - , ,, U.]FE ;1'I1E '1 ill ISIX1.1311.1® ® se1ISI�IIS (../) 0 >— 0 • NIl® 1!111;1'11„.„., 1'I �ii ,, I .. . _ _..............._. < _. _=:-_-, ,, :_„„ C — W LIUUULJLJ REVISIONS IDATE: DESCRIPTION • H H z . I r _ t I �i `) E—i I I i i I I {� —�— �— i ---�I —� II - — I H ~y SCALE: 1 /4r1 _ 1 I - O” SHEET NUMBER. WAYS AND MEANS OYSTER HOUSE - FLOOR PLAN SCALE: 1 /4" = 1 ' - 0" K. 1 i I EQUIPMENT SCHEDULE ■ ELECTRICAL PLUMBING ElectricalConnectio Cold Water Conn. Hot Water Conn Direct Waste Conn. U ItemNo Quantity Category Mfr Model Equipment Remarks Voltage Phase Amps Cycle Hp Kw ConnectionType NEMA Cold Water(in) Hot Water(in) Indirect Waste Size Direct Waste Size Gas Size(in) Gas MBTU nHeight Height(in) Height(in) Height(in) 1 KITCHEN LINE UP _ _ Z 1 _ CLASS HOOD ACCUREX CLASS IHOOD 2 1 EXHAUST ONLY WALL CANOPY HOOD ACCUREX KH-1 115 1 4 60 DIRECT _� _ 2.2 1 UPBLAST EXHAUST FAN CUSTOM EF-1 208 3 60 2 - _ DIRECT ` 2.3 1 UNTEMPERED MAKE UP AIR CUSTOM MAU-1 208 3 60 1.5 DIRECT r 2A 1 CONSTANT VOLUME FAN CONTROL CENTER ACCUREX XFCC-1 _ 2.5 1 FIRE SUPRESSION SYSTEM ACCUREX FSSK-24-3 2.6 1 HOOD INSTALLATION CUSTOM HOOD INSTALLATION 2.7 1 CLASS ONE HOOD ACCUREX ENCLOSURE PANELS CL 3 SPARE NUMBER n 4 COOK LINE _ 1..� 5 1 EXISTING OVEN CUSTOM OVEN 350 "l"-- 6 1 REACH-IN FREEZER CONTINENTAL REFRIGERATOR 1F 115 1 _ 6.3 60 1/3 CORD&PLUG 5-15P 80 N 7 2 SHELVING,WALL-MOUNTED EAGLE GROUP SW51572 1614 _ r^ 8 3 FRYER FRYMASTER _ PMJ135 3/4" 110.0 v J 1 .' 9 3 GAS CONNECTOR HOSE KIT T&S BRASS HG-20-48K314" C) 10 1 _ COUNTERTOP GRIDDLE IMPERIAL I7G 36 _ 3/4" 90.0 ❑ 11 1 GAS CONNECTOR HOSE KIT T&S BRASS HG-2D-48K _ 3/4" 11.1 2 SHELVING,WALL MOUNTED EAGLE GROUP SW51536 1613 _ 12 1 CHARBROILER IMPERIAL IRB-36 t v 3/4" 90.0 13 1 GAS CONNECTOR HOSE KIT T&S BRASS HG-2D-48K v 3/4" I 14 1 EQUIPMENT STAND,REFRIGERATED BASE CONTINENTAL REFRIGERATOR DL72G 115 1 6.1 60 1/4 CORD&PLUG 5-15P 12 C`I ❑ 1 _ CONTINENTAL REFRIGERATOR 4-916 _ 115 1 60 15 - 1 COUNTERTOP HOTPLATE IMPERIAL IHPA-6-36 314" 192.0 Z 16 1 GAS CONNECTOR HOSE KIT T&S BRASS HG-2D-48K 3!4" 17 1 SALAMANDER OWNER ISB-36 _ _ 3!4" 40.0 18 1 GAS CONNECTOR HOSE ASSEMBLY T&S BRASS HG-2D-48z _ 19 1 COUNTERTOP HOTPLATE IMPERIAL IHPA fi 36 _ _ 314" 192.0 20 1 GAS CONNECTOR HOSE KIT T&S BRASS _ HG-2D-48K 3!4" - LL 21 1 EQUIPMENT STAND, REFRIGERATED BASE CONTINENTAL REFRIGERATOR DL72G 115 1 6.1 60 1/4 CORD&PLUG 5-15P 12 1 CONTINENTAL REFRIGERATOR 4-916 115 1 60 2 O ._ 22 1 WORKTOP FREEZER CONTINENTAL REFRIGERATOR SWF32-D 115 1 5.8 60 113 CORD&PLUG 5-15P 12 1 CONTINENTAL REFRIGERATOR 4-916 115 1 60 _ _ 22.1 4 SHELVING,WALL-MOUNTED _ EAGLE GROUP SWS1548-16/3 23 1 _ SHELVING,WALL-MOUNTED EAGLE GROUP SWS1536-16/4 24 SPARE NUMBER - _ I- 25 SPARE NUMBER rn 26 FRONT COLD LINE Vi 27 1 MEGA TOP SANDWICH!SALAD PREPARATION REFRIGERATOR CONTINENTAL REFRIGERATOR SW60-24M-FB 0115 1 6.6 60 114 CORD&PLUG 5-15P 12 O 1 CONTINENTAL REFRIGERATOR 4-916 115 1 60 A 28 1 HAND SINK GSW USA HS-1217SSG _ 1/2 21 112 - 21 1.5 18 29 1 DISPLAY CASE, DELI SEAFOOD/POULTRY MVP GROUP KFM-SF-40-S 115 1 14.8 60 _ CORD&PLUG 5-15P 12 J 30SPARE NUMBER r/'� 0 311 WITH 1 ICE FLAKER WITH 81N MANITOWOC RF-0644A 115 1 13.5 60 1 CORD 8 PLUG 5-15P 12 318" 15" 1/2" �f J 32 SPARE NUMBER _ _ M 33 2 WORK TABLE GSW USA WT-PB30188 _ • 34 SPARE NUMBER _ - - v = V ♦^ `w 35 SPARE NUMBER V J (1) C\1 36 SPARE NUMBER 37 1 MEGA TOP SANDWICH 1 SALAD PREPARATION REFRIGERATOR CONTINENTAL REFRIGERATOR _ SW60-24M-FB-D 115 1 6.6 60 1/4 CORD&PLUG 5-15P 12 O r . (f) 1 CONTINENTAL REFRIGERATOR 4-916 115 1 60 37.1 1 HEAT LAMP HATCO GRAIH-60 120 1 15 60 1.4 DIRECT _ 64 O 38 1 HOT FOOD SERVING COUNTER DUKE E303SW 120 1 18.8 60 2.25 CORD&PLUG L5-30P 12 ` V Lc) 39 1 MEGA TOP SANDWICH 1 SALAD PREPARATION REFRIGERATOR CONTINENTAL REFRIGERATOR SW60-24M-FB 115 1 6.6 60 1/4 CORD&PLUG 5-15P 12 - CONTINENTAL REFRIGERATOR 4-916 115 1 60 39.1 1 HEAT LAMP HATCO GRAIH-60 120 1 15 60 1.4 DIRECT 64 40 SPARE NUMBER 41 SPARE NUMBER _ 42 SERVICE BAR-PATIO _ 43 1 BACKBAR COOLER, FRONT BREATHING _ CONTINENTAL REFRIGERATOR BBC69-GD 115 1 10.3 60 1/3 CORD&PLUG 5-15P 12 44 1 GLASS RACK KROWNE 18-GSB1 - 1" 44.1 1 DRAFT BEER SYSTEM PARTS MICRO MATIC GR-UCM 1/2" 15 3/4" ' 45 1 HAND SINK KROWNE 18-1C 1/2" 1/2" 1-112" - 46 1 DRAINBOARD KROWNE 18-12DDL1" V 47 1 ICE BIN KROWNE 18-24-7 1/2" 1 1 1 48 1 DUMP SINK KROWNE 18-1C 1/2" 15 112" 15 1-112" ILI 49 1 ICE BIN KROWNE 18-24 1" V) 50 1 STORAGE CABINET KROWNE KR18-S48 - 1" 50.1 1 WATER FILTRATION SYSTEM MANITOWOC _ AR-10000 51 1 ICE BIN 0 KROWNE 18-24-7 1/2" 51.1 1 SODA SYSTEM PARTS AND FITTINGS KROWNE KR18-6SH r _ 52 1 HAND SINK KROWNE 18 1C 1/2" 15 1/2" 15 1-1/2" 12 53 SPARE NUMBER 54 BACK KITCHEN PREP AREA 55 W SERVICE COUNTER _ 56 BEVERAGE DISPENSER 57 1 SERVICE AREA CABINET CUSTOM SERVICE CABINET rZ 58 SPARE NUMBER _ 59 1 ICE&WATER DISPENSER BK RESOURCES BK-DIWSBL-2118G-P-G 112 21 1.5 59.1 1 WATER FILTRATION SYSTEM MANITOWOC AR-10000 - 60 COFFEE MAKER _ 120 1 11.4 60 CORD ONLY 48 3/8 21 - w 61 ICED TEA 120 1 14 60 CORD ONLY 48 3/8 21 (/ 62 SPARE NUMBER - . _ 63 5 WIRE SHELVING OLYMPIC J2472K _ 64 SPARE NUMBER _ _ O W 65 SPARE NUMBER _ (ftip)66 1 ICE CUBEB MANITOWOC IY-1106A 208-230 1 13.0 60 DIRECT 48 318" 48" 112" 1 MANITOWOC F-700 314" 66.1 1 WATER FILTRATION SYSTEM MANITOWOC AR-20000 T . (/) < 67 1 EXISTING PREP SINK OWNER PREP SINK112 21 1/2 21 1.5 68 2 OVERSHELF ELKAY FOODSERVICE SLW-S-72X 69 1 VAPOR HOOD CUSTOM EXISTING VAPOR HOOD 70 1 CONVECTION OVEN MOFFAT E33D5l2 5.8 314" _ _ < ,.. ..II 1 V MOFFAT E33D512 _ 314" 1 MOFFAT _ v CORD&PLUG 5.15P 208 1 27.8 60 5.8 24 71 1 REACH-IN FREEZER CONTINENTAL REFRIGERATOR 2F 115 1 9.8 60 1/2 80 72 SPARE NUMBER _ 73 1 MOP SINK CUSTOM _ EXISTING MOP SINK EXISTING 112 48 1/2 48 74 5 _ WIRE SHELVING OLYMPIC J2448K _ n' 74 5 WIRE SHELVING OLYMPIC J2460K - L.L 74 5 WIRE SHELVING OLYMPIC J1872K _ _ CI ^ 75 1 WALK IN COOLER SHELVING CUSTOM COOLER SHELVING - _ - 75.1 1 KEG RACK ADVANCE TABCO KR-607 75.2 2 PAN RACK,BUN ADVANCE TABCO PR20-3W-1X L 76 SPARE NUMBER . 77 5 WIRE SHELVING OLYMPIC J2424K _ 78 5 WIRE SHELVING ' < LLJ • OLYMPIC J1860K 79 v SPARE NUMBER l �l n 80 1 WORK TABLE ELKAY FOODSERVICE _ PSLWT30S60-STS _ _ _ V 81 SPARE NUMBER 82 1 CLEAN DISHTABLE ELKAY FOODSERVICE SLCDT-42-L _ Q 83 2 WIRE SHELVING OLYMPIC J1842K _ 83.1 2 RACK DOLLY ADVANCE TABCO GRD-1-X < - 84 1 DISHWASHER,DOOR TYPE MEIKO DV 80.2 208-230 3 54.8 60 1 V DIRECT 24 3/4" 24 1-1/2" _ 84.1 3 _ FLATWARE DISHWASHER RACK CAMBRO FR258151 _ 84,1 6 DISHWASHER RACK,PEG/COMBINATION CAMBRO PR314151CO 85 1 SOILED DISHTABLE ELKAY FOODSERVICE SLDDTLE-72-R _ _ J 1.5 85.1 1 FACUET T&S BRASS FAUCET 1/2" 21 1/2" 21 86 1 - HAND SINK OWNER HS-1217SSG EXISTING - - 112 21 1/2 21 1.5 18 87 WINE STORAGE DISPLAY ROOM _ W _ 88 1 GLASS FILLER STATION T&S BRASS B-1230-12 1/2" 21 1-1/4" - 88.1 1 WATER FILTRATION SYSTEM MANITOWOC AR-10000 - REVISIONS 89 SPARE NUMBER _ _ 90 BAR AREA V DATE: DESCRIPTION 91 BACK WALL _ _ 92 1 DRAFT BEER COOLER,FRONT BREATHING CONTINENTAL REFRIGERATOR KC59 115 1 9.6 60 1/3 _ CORD&PLUG 5-15P 18 1 CONTINENTAL REFRIGERATOR 4-916 115 1 60 93 1 DRAFT BEER COOLER,FRONT BREATHING CONTINENTAL REFRIGERATOR KC59 115 1 9.6 60 113 CORD&PLUG 5-15P 18 _ 1 CONTINENTAL REFRIGERATOR 4-916 - 115 1 60 94 1 BACKBAR COOLER, FRONT BREATHING CONTINENTAL REFRIGERATOR BBC59S-SGD 115 - 1 9.6 60 1/3 - CORD&PLUG 5-15P 18 112 12" -y 94 SPARE NUMBER - _ 95 SPARE NUMBER _ 96 SPARE NUMBER - 97 SPARE NUMBER _ - _ _ _ 98 SERVER PICK UP STATION - 99 FRONT BAR _ 100 1 RINSER TRAY MICRO MATIC DP-1606 _ 1/2" 15 314" 101 1 GLASS RACK KROWNE _ 18-GSB1 _ 1" 101.1 _ 1 WATER FILTRATION SYSTEM MANITOWOC AR-10000 _ KROWNE 18-36-7 102 1 ICE BIN _ - 112" _ 102.1 1 DROP-IN BAR DRAINER KROWNE KR-D36 w 112" 103 1 DUMP SINK KROWNE 18-1C - _ _ 112" 12 1/2" 12 1-112" _ 104 1 STORAGE CABINET KROWNE KR18-S48 - _ - 1" 105 SPARE NUMBER _ 106 1 _ GLASSWASHER MEIKO FV 40,2 G - 208-230 3 34.9 60 3/4 CORD ONLY _ 8 3/4" 8 7/8" 107 1 DUMP SINK _ KROWNE 18-1C 112" 15 1/2" 15 1-1/2"r - 108 1 BACKBAR COOLER, FRONT BREATHING CONTINENTAL REFRIGERATOR BBC50S-SGD 115 1 9.6 60 1/3 CORD&PLUG 5-15P 12 SCALE: 109 1 7 HAND SINK KROWNE 18-1C 112" 15 1/2" 15 1.5 12 110 SPARE NUMBER _ I�rr r OII 111 1 GLASS RACK KROWNE 18-GSB1 - 1" 112 1 ICE BIN KROWNE 18-36-7 _ 1/2" _ 113 1 DRAINBOARD KROWNE 18-GS36 1" 114 1 DUMP SINK KROWNE 18-1C 1/2" 15 1/2" 15 1-1/2" v 115 1 GLASSWASHER MEIKO FV 40.2 G 208-230 3 34.9 60 3/4 CORD ONLY 8 3/4" 8 71B" SHEET NUMBER. 116 1 ICE BIN KROWNE 18-241" 116 1 DRAINBOARD KROWNE 18-GS24 _ 1" 118 SPARE NUMBER _ _ _ 119 SPARE NUMBER _ 120 1 DELIVERY&SET IN PLACE CUSTOM DELIVERY v 121 1 FREIGHT CHARGES CUSTOM FREIGHT _ 122 1 START UP OF EQUIPMENT CUSTOM START UP • 123 1 INSTALLATION CUSTOM INSTALL l _ K. 2 124 1 GAS MANIFOLD CUSTOM GAS MANIOLD 125 1 SIESMIC ENGINEERING CUSTOM SEISMIC ENGINEERING V Z EliJ CL ,' D I-- a) PLL V3I \ G SYN3OLS 0 OC F r____ oH Q Z O 1I i { • FLOOR DRAIN Q p -- Z >(J FLOOR SINK ZI J MOP SINK I (EXISTING) 2 0 IJ FLOOR SINK WITH CRATE 314"COLD SUPPLY n0 24"AFF INDIRECT DRAIN a- _,_:"--sN\\\\\ - - . .-----) 4 I ��. ---17i 1L...1 ..." 111,�I;I ...__I DIRECT DRAIN 1 0 H CS d -.,; ::, �.�..�h:� ® HOT & COLD WATER < LLo I , i W- - Q (� o 11- ti 0 s-1) _� 0 NATURAL GAS U 119 w W co r - co , i EVAPORATOR COIL v� CV I L t EXISTING DRAIN 0I CO r . (Y) '44 24 i N 11.0 64 I 1 FOOD PREP SINK I I 1 SUPPLIES 21 AFF - !; _,IL )0 - DRAIN TO FIS - ._. _ a DISH MACH. 314 HOT SUPPLY ¢ °- C1 24"AFF II f d . _, PRE RINSE SINK - itSUPPLIES 21"AF I I r i �� DRAIN 18"AFF [ 0 LLJ I X+ o '` 11 L� --- HAND SINK DUMP SINK _ (EXISTING) SUPPLIES 15"AFF = - n 1 - 0 ----------) DRAIN TO F/S GLASS RINSER T '— COLD 1 COLD SUPPLY ICE MACH — 20 15"AFF 112"COLD SUPPLY A- --_ - ^/ 48"AFF --- Ce .� _4 - DRAIN TO F/S SALAMANDER LLJ R ° Yc �=-r �-.. � -, c - 3/4" GAS SUPPLY - ° i , It i Y._� L� • 72"AFF 1- 2 7_.: 4 • 42 ---'--- (---- -I- a 4 _ u -ill 71 UC DISH MACH >/ � - __� . fIf HOT SUPPLY , I 1 _-._ ! TV O W 32 0 1+1G • ' DII / HAND SINK 8 AFF "_ 1 I f F i 64 i, --�, i DUMP SINK u, L.L. LL ti f - DRAIN 2" 15 AFF (r)I f Li— -_ DRAIN 112"AFFv ) SUPPLIES 15"AFF Q ¢ Q ¢ w ¢ I ASS SER O �— L GL RINSER FROM t_ L T DRAIN TO F15 — y w �I IF COLD SUPPLY It ,, , E: LI a.I- a aau NQS L • I' �' 66 1 LUDO wN w &) Ou) F- Qu) F r. -- GLASS RINSER z - z ❑w ❑ zo I• 68 76 --- �_. r y zz ❑ - ❑ 's ❑ d ❑ _ ❑ _ r e3 MP SINK �! o � a0 a0 00 � O COLD SUPPLY 12"AFF----01 w w J w J o f ¢ -� ----- -fl rt7 T _ (r) SUPPLIESD15"AFF --�_` -- - ■1] I � v ❑ mumu WOO BOO - , U I II I1 j I 5" - - =I' DRAIN TO FIS I--'"•• DRAIN TO F/SF O ,.., t. I II 88 G F HAND SINK - 8 'T - - - = r_ - � 4 ,' k 01E- , r SUPPLIES 15"AFF II Q 3 DRAIN 12"AFF0 161 / 1 196 I i!rrio f L UMP SINK ICE MACH. -DUMP SINK 1.1-1 ' 17 COLD SUPPLY 15"AFF SUPPLIES 15"AFF SUPPLIES 15"AFF H W DRAIN TO F/S DRAIN TO F/S DRAIN TO F/S I n 49 ` i,Wit- I r 42," , , , < — • Ce UC DISH MACH DUMP SINK HOT SUPPLY SUPPLIES 15"AFF REVISIONS 8"AFF DRAIN TO FIS DATE: DESCRIPTION I �— *..i ,I 1 I - I P __1=1_i I i �- --H ! )_2. - k _LI I II H SCALE: 1 /4" = 1 ' _ O" SHEET NUMBER. WAYS AND MEANS OYSTER HOUSE - PLUMBING LAYOUT SCALE: 1 /4" = 1 ' - 0" 1(.3 U Z J 0_ D (!) N-- 0, ELECTRICAL SYv3OLS Z 0 - ------) o 0 z o H 11 - H I H- DUPLEX CONVENIENCE OUTLET F— Z E SINGLE OUTLET J © JUNCTION BOX UJ N I I 0 a ct t- 4 SWITCH o N " $P SWITCH WITH PILOT L, n a_ 1 al CONDUIT STUB UP J J I I 7- -- :// % 1 � w I ,y 7 II I" 0 Ik LI41 ;'loll. © EMPTY CONDUIT W >- in E �� = a L Q �o/ � �--� IEXIT l LIGHTED EXIT SIGN —1 ICt 0 `q L / ` A ► LIGHTED EXIT SIGN WITH CO 0 e • --_ ____ �__ ® EMERGENCY BACK—UP LIGHTING W w 2 L 1 ` S EMERGENCY BACK—UP LIGHTING VJ VJ N 11 r i 0 1 : r ti F. at, TELEPHONE O Q Q r LS.. " EXISTING WALK-IN COOLER f:t (V 1.0 -------"-''''') 4 • 5I �H 1 ISH MACH. 24"AFF 48"AFFAh 11y �: .� 48 I II 0 o r �n -- a w 6 -- - I o ICE MACH � 48"AFF -------) A .-f 107 L/C(I O - =. a u. a u. a u. a ---- L -41 I I ?� 1{= 1 H I--I q. I A .�A N N N N N II 11j11 58 4 r E 11 ,..L ...„ .1, ...1.__,L._.11. _ . 17,, ., 0 �� r - 4- 19 21 _T J-1 r. �� ji.5 ---- __L 27 88 -�� _:•,,,,_-, +> O • 'All I J ' - - - - --- T M1Mi _ 0 la--UC DISH MACH. u_ tr- J I I. t I c -. b I __--r ¢ �o— 1 (/) < u. 1 I HOT SUPPLY Q Q 8"AFF °� v Cu 1� I J �1 L 12"AFF L J- _ - _•— — o I IL W 3 CIRCUITS 0 • • •.., :1:'`-j-1.. c� I �1�I�I��I■� m _ 18"AFF I 11� I181 27 'i 1 li?11� ..-. -..--II- a7 --. .1. 20 LT __ , 4-L) 4 - — - - 0 NEM ._ _p,,v_i 1144r 11.1111=1.011.111 - , :,!,FI!1:i!,.,3H 181 :.;1;.;;;;_..,.0,H LL LA. u.. LL u u_ u_ u.. :r:I r14 u_ LL LL LL L� tL LL LL 1' l,r,,�ra Q ¢ Q a 4 Q ¢ Q I CL 1,:,:Ilr,i,r.r 1:I ^,,wills,!r - - • • - - N r r N N N a (V W a v H H . cr) 0 I — [, ', I Q rz T r Qs}�; 1k4te..-_ --r _ - 1 CO —UC DISH MACH. HOT SUPPLY 8"AFF REVISIONS DATE: DESCRIPTION T H 1I I 11 I - I - - - `Z -I IK,N.,......._ te 1 _ l 11-1 = Wi � .1i_ l. L ..1=1.1 I _ r L H H SCALE: 1 /4,1 _ 1I . OH SHEET NUMBER. o� WAYS AND MEANS OYSTER HOUSE - ELECTRICAL LAYOUT SCALE: 1 /4" = 1 ' - 0" K.4 1 U Z J rniil , 0- 0- d- - N • CO N- ._oo am ___ ❑ rY ___ z 0 00o Q goo ❑ °°o Immo Z - i_______ � Z Q 04 A WAYS AND MEANS BAR ELEVATION SCALE: 1 f T=1'-0" W I- 2 6 D 0 cn W < LO co J U W w co (.0U) N 10 00 \ [ n III i'I'I 11' 1' I i!1 1:1,1 I '1 --- II _ISI f;1;1 ;I; [; r iii o11: it 1:1 1,1 1y;i !I. 11, I;I i'I;I'I'I;I'I 1;111.1-11.111,„ 1,1 i.1,1 1: E'I.I 1 1 111.1I .I 1,1,111,1,111:1 y 1;1;1 111 11 1�1�1�1 HO' 1,1 1,1 1 ,1, h, _ t.__ • 1.1!1,1,1!i11.11111 I 1'1 i;y ;Ii ' I1'itril i',1;iT I likId,1 ,I, .I lH•I I I!I'I I!IH - J0I 'I' I' 1i1 1:11,1,1 !I, h AA r {yg} 0 Lr_ , A A o ne Ute ' __ .0n Q 1T,1;1'V1,1 1;1 ! 1;1'111;1 J 1:1� :11H,I,1 1,1 i Id:1,1d 11111;11111 1`1;1;1;1 1 1:61:1:6:1:1: 1H1 1 1:1:1.1 I'I III I I I . 11.'—_ --- - ,II I;1 I V1 I'I IMI I 11 1 1.1 1 1:1'1 11 CCi I I I ..,.. _----_ _-- Ilii 1;1;11;1 1.1,111.1 1.1 1 1 `� 111 id!' 1,11 1,1 Cf) i;l',1 I I I I:I J �' - - � Ill I;I;! 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