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Plans BU P2019-003 15 lC n ��ED �jl' ��l COPY 4.7 THOMAS F.FALLON n Ace Hardware Shell Improvements OFFICE ') NO. 4787 O PORTLAND,OR c, T Tigard 16200 SW Highway, Suite Tigard , Oregon ° F ° 2-. . LEGEND GENERAL NOTES DIRECTORY SHEET INDEX > a) • 1. DEFERRED SUBMITTALS PER CHAPTER 1, CONTRACTOR TO PROVIDE DEFERRED 7. ALL DIMENSIONS TO FACE OF FINISH UNLESS OTHERWISE NOTED. DIMENSIONS BETWEEN 16. ONE SET OF THE APPROVED PLANS BEARING THE STAMPS OF THE JURISDICTION'S OWNER / DEVELOPER ARCHITECTURAL } GRID NUMBER L CONCRETE/MASONRY BUILDING DIVISION MUST BE MAINTAINED ON THE PROJECT AND CALCULATIONS STAMPED AND SIGNED BY AN ENGINEER REGISTERED DEMISING WALLS ARE TO CENTERLINE OF PARTITION. SITE THROUGHOUT ALL A0.0 COVER SHEET IN THE PROJECT'S STATE TO THE AUTHORITY HAVING JURISDICTION (AHJ) (WHERE DIMENSIONS ARE GIVEN TO FACE OF CONCRETE/MASONRY and/OR TO THE EDGE OF PHASES OF CONSTRUCTION and MUST BE MADE AVAILABLE TO BUILDING and FIRE HARSCH INVESTMENT PROPERTIES RECEI VR" n1 CONCRETE SLABS. INSPECTORS FOR REFERENCE DURING INSPECTION. 1121 SW SALMON ST., SUITE 500 A0.1 ACCESSIBLE DETAILS 4► VnnJ REQUIRED) TO THE ARCHITECT OF RECORD FOR REVIEW OF DESIGN INTENT PRIOR TO PORTLAND, OR 97205 A0.2 :MEET JI'CCS NOV 1 ZQI� Q �.L STRUCTURAL GRID SUBMITTAL TO THE AHJ FOR THE FOLLOWING DEFERRED SUBMITTALS: 8. PROVIDE BLOCKING at ALL PLYWOOD and GYPSUM BOARD SHEATHING EDGES and 17. THESE DRAWINGS ARE FOR SHELL PERMIT ONLY. TENANT IMPROVEMENT WORK SHALL TEL: (503} 973-0205 A0.3 Cl IELT v, :es FIRE SPRINKLERS [DESIGN BUILD) at BUTTED SHEET EDGES. REFER TO STRUCTURAL FOR NAILING INFORMATION. REQUIRE A SEPARATE PERMIT. CONTACT: JAY FETH, SUITE CITY�� Q} 0 CO 1.2. FIRE ALARM [DESIGN BUILD) 9. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS and 18. ALL SIGNAGE INSTALLATIONS REQUIRE A SEPARATE PERMIT. EMAIL:jayf@harsch.com Al.1 SITE PLAN BUILDING DIVISION L - STRUCTURE CENTERLINE 1.3. ELECTRICAL ROUGH OUTS THROUGH SLABS, WALLS, CEILINGS and ROOFS FOR DUCTS, PIPES, 19. MECHANICAL/ HVAC REQUIRE A SEPARATE PERMIT. Al.2 PLAZA DETAILS - 4� D OR STRUCTURAL FACE CONDUITS, CABINETS and EQUIPMENT, and SHALL VERIFY SIZE and LOCATION BEFORE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS and CONDITIONS ON THE DWGS. and PROCEEDING with WORK. 20. A FIRE SPRINKLER PERMIT IS REQUIRED. ARCHITECT A2.0 DEMO FLOOR PLAN L D 0- 7- MULTIPLE ELEVATION ON THE JOB PRIOR TO EXECUTION OF ANY WORK and SHALL NOTIFY THE ARCHITECT A2.1 FLOOR PLAN REFERENCE NUMBER OF ANY DISCREPANCY.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS 10. THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS and EQUIPMENT, 21. PER THE FIRE CODE, NEW OCCUPANCIES and TENANT IMPROVEMENTS WITH EITHER FIRE X (OUTSIDE OF SYMBOL) INCURRED DUE TO HIS FAILURE TO DO SO. FURNISHED and INSTALLED BY HIMSELF/HERSELF or OTHERS, PRIOR TO PROCEEDING SPRINKLER AND/OR ALARM SYSTEMS ARE TO BE PROVIDED WITH A KNOX BOX BRAND BENNER STANGE ASSOCIATES ARCHITECTS, INC. A2.la ENLARGED FLOOR PLAN ;c1 0 wifih WORK. SECURITY KEY BOX AS A CONDITION OF OCCUPANCY. BOX SHALL BE RECESSED ANDTHE WATERMAN BUILDING A2.2 CEILING AND ROOF PLANS v ♦"" SINGLE ELEVATION 3. ALL MATERIALS and WORKMANSHIP SHALL CONFORM with ALL STATE and LOCAL 80 SE MADISON ST.,SUITE 430 ] I- c �� LOCATION APPROVED BY AHJ AND THE ARCHITECT. X X INTERIOR VIEW KEY JURISDICTIONAL BUILDING CODES and REGULATIONS. 11. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES and SYMBOLS. PORTLAND, OREGON 97214 A3.1 EXTERIOR ELEVATIONS REFERENCE NUMBER FOR FINISHES 22. SITE BOUNDARY LINES, BOUNDARY DIMENSIONS, and BOUNDARY DELINEATIONS ARE TEL: (503) 462-1423C51‘')C46- (1) (INSIDE OF SYMBOL) 4. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES or 12. ALL WOOD IN CONTACT with CONCRETE or MASONRY SHALL BE PRESSURE TREATED. FOR REFERENCE ONLY. ACTUAL SITE CONDITIONS WILL VARY, THE CONTRACTOR FAX: [503) 670-0235 A4.1 WALL SECTIONS AND DETAILS REGULATIONS.THE CONTRACTOR SHALL DESIGN, INSTALL, and MAINTAIN ALL SAFETY Q SHEET REFERENCE DEVICES and SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, 13. DO NOT SCALE DRAWINGS. SHALL BE DEEMED TO HAVE INSPECTED THE SITE and SATISFIED HIMSELF AS TO ACTUAL CONTACT: THOMAS F. FALLON w` I /1 +- and FEDERAL SAFETY and HEALTH STANDARDS, LAWS and REGULATIONS. GRADES, LEVELS, DIMENSIONS, and DELINEATIONS, and THE TRUE CONDITIONS UNDER i0 ( I `� 14. DETAILED DRAWINGS and LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER EMAIL: tfallon@bsaarch.com A5.1 DOOR SCHEDULE AND DETAILS SMALLER SCALE DRAWINGS. WHERE DISCREPANCIES OCCUR, THEY SHALL BE WHICH THE WORK IS TO BE PERFORMED. A5.2 STOREFRONT ELEVATIONS AND DOOR/SF DETAILS L n1 (,/) INDICATION OF NO 5. PROVIDE FIRE EXTINGUISHERS with REQUIRED SIGNAGE AS PER BY FIRE DEPARTMENT REPORTED TO ARCHITECT and ENGINEER FOR RESOLUTION, AS SOON AS POSSIBLE 23. ADDRESS NUMBERS SHALL BE POSTED ON THE BUILDING IN A LOCATION THAT IS CITY OF TIGAR D W >-- AFTER ROOM ELEVATION FIELD INSPECTOR. DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTIN-GUISHER A7.1 INTERIOR FINISH SCHEDULE AND INTERIOR DETAILS AFTER DISCOVERY. CLEARLY VISIBLE FROM THE PUBLIC ROAD. ADDRESS NUMBERING SHALL HAVE A V) WHERE NO NUMBER with TYPE A,B,C RATING WITHIN 75 FOOT DISTANCE TO ALL PORTIONS OF THE BUILDING. MINIMUM HEIGHT OF 6 INCHES OR AS REQUIRED BY AHJ). NUMBERS SHALL BE OF Q PROPOSED LOCATIONS ARE SHOWN ON THE A2.1 &A2.la FLOOR PLANS- REVIEW 15. THIS PROJECT SHALL COMPLY with ALL ADA AND IBC CHAPTER 11 (NEW ( ) CITY OF TIGARD STRUCTURAL nn`` REFERENCE NUMBER CONSTRUCTION),AND CHAPTER 34 (EXISTING BUILDINGS) FOR ACCESSIBILITY. WHERE COLOR CONTRASTING with THEIR BACKGROUND. SUITE NUMBERS SHALL BE PROVIDED 13125 SW HALL BLVD. W WITH INSPECTOR ON-SITE FOR FINAL LOCATION APPROVAL. OVER EVERY EXTERIOR DOOR INTO A SUITE. TIGARD, OR 97223 - ADAPTED BY THE AHJ, COMPLY WITH THE INTERNATIONAL EXISTING BUILDING CODE 50.1 COVER SHEET > AI 6. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER ACCESSIBILITY REQUIREMENTS AS WELL, TEL: (503) 718-2439 MP ELEVATION REFERENCE SYSTEMS, and FIRE ALARM SYSTEMS MUST BE SUBMITTED TO and APPROVED BY THE FIRE INSPECTIONS: (503) 639-4175 S0.2 GENERAL STRUCTURAL NOTES7.3 MARSHALL, BUILDING DEPARTMENT, FIRE SPRINKLER ENGINEER, ARCHITECT, and S0.3 SPECIAL INSPECTION TABLES o = C SHEET REFERENCE TENANT PRIOR TO INSTALLATION OF EQUIPMENT. 0 --- REFERENCE NUMBER STRUCTURAL S1.1 FOUNDATION PLAN 0 U S1.2 ROOF FRAMING PLAN CODE ANALYSIS - 2014 OREGON STRUCTURAL SPECIALTY CODE FROELICH ENGINEERS ga 1 BUILDING SECTION _ _ R f 17700 SW UPPER BOONES FERRY RD., #115 53.1 OPENING DETAILS = p Mr WALL SECTION SHOPS 'C' & MAJOR '2' (COMBINED) AREA MODIFICATIONS (Section 506.1) SPE a; 14 REQUIRED PORTLAND, OR 97224 U State of Ure9tr, .-IT.ctutai �1 TEL: (503) 624-7005 55.1 FOUNDATION DETAILS CONTACT: SAM FORD (1) 0 Cn SHEET REFERENCE (� PROJECT SUMMARY: COMBINE SHOPS 'C' BUILDING WITH MAJOR '2' (RITE AID). RITE AID TENANT A.= At+[Alf/100] + [Atl./100) (Equation 5-1) EMAIL: sford@froelich-engineers.com S7.1 ROOF FRAMING DETAILS REFERENCE NUMBER AREA WAS PREVIOUSLY RE-DEMISED INTO TWO SPACES IN BUP2013-00142. Concrete and F Steel S7.2 ROOF FRAMING DETAILS C O THIS PERMIT EXPANDS THE VACANT SPACE INTO THE SHOPS BUILDING. THIS IS A AF= 12,500 S.F. per table 503 installed in g� vC)) 0 0 SHELL PERMIT AS THE TENANT SHALL PROVIDE A SEPARATE PERMIT - ELECTRICAL/ALARM ELECTRICAL •' 0 DETAIL REFERENCE APPLICATION FOR THEIR FIXTURES. ADD TWO COVERED OUTDOOR AREAS. If = 42.83 36 Frontage Increase IS - 300 % Single Story Building Fully sprinklered8'tt-R �� INTERFACE ENGINEERING, INC. SHEET REFERENCE OCCUPANCY GROUP: 'M' MERCANTILE ('B' OCCUPANCY IN SHOPS 'C' CHANGES TO'M") a �Steel&Prestressing Steel Tem 100 SW MAIN ST., #1600 E0.1 €OVER J lEET- ELECTRICAL CONSTRUCTION TYPE: III B' (NO CHANGE) IAa 55,354 S.F. Allowable area per floor. PORTLAND, OR 97204 E0.2 SPECIFICATIONS- ELECTRICAL PROJECT NO. REFERENCE NUMBER StmictfreIWelkng TEL: (503) 382-2631 E0.3 SPECIFICATIONS- ELECTRICAL 0 i f-- MAP & LOT #: 25115BA, LOT 1900 FRONTAGE INCREASE (Section 506.2) �ghtg�li� CONTACT: MARK O'LEARY {$4 SI'CCIFICATIONC ELECTRICAL 19-123.1 EMAIL: marko@interfaceeng.com [0.5' SPECIFICATIONS CLCCTRI cE ZONE CLASSIFICATION: 'C-G': COMMERCIAL GENERAL ZONE StrticiLi�risscrtry DRAWN BY DETAIL REFERENCE C0.6 SPECIFICATIONS ELECTRICAL �� OCCUPANCY SEPARATION: NONE It = 1OO FIP 025�W130 (Equation 5-2) (� Rentoroed Gypsum Concrete A A C0.7 SPECIFICATI01lS ELECTRICAL TC, TFF EXISTING BUILDING FLOOR AREAS: MECHANICAL fe-� SPECIFICATIONS ELECTRICAL DETAIL AREA F= 568 feet Building Perimeter which fronts open space Concrete {0.9 Sf ECIFICA�IOi4 . ELECTRICAL CHECKED BY : MAJOR'2': 27,023 SF M OCCUPANCY 0 I� INTERFACE ENGINEERING, INC. P= 837.33 feet Perimeter of entire Building {-0.l0 sf CCIFICATIOIJS ELECTRICAL SHEET REFERENCE SHOPS 'C': 4,117 SF B OCCUPANCY W= 30 feet Minimum width of public way or open space C0 c`i9d Fire-Rene Materials Spray 100 SW MAIN ST., #1600 TFF, JB COMBINE BUILDINGS FLOOR AREA TOTAL: 31,140 SF ALL OCCUPANCY TO CHANGE TOM PORTLAND, OR 97204 DATE REFERENCE NUMBER I if= 42.83 % Frontage Increase. I 0Pilings,DriNed Plers andTEL: (503) 382-2631 Caissons [2.1 OVERALL PLAN LIGHTING NEW COVERED FRONT GARDEN AREA: 1,088 SF CONTACT: 11.11.2019 REFERENCE TITLE PLAN, SCHEDULE, DETAIL, NEW COVERED REAR RECEIVING AREA: 890 SF Shotcrete E3.1 OVERALL PLAN POWER SECTION, ELEVATION, AND - - - - EMAIL: @interfaceeng.com E3.2 X111 fel"/CR 0 ® Special Grading,Excavation and Mg , REVISION SCALE: XXXX (BSA DETAIL NO.} DIAGRAM REFERENCES - E3.3 ENLARGED PLAN POWER ALLOWABLE FLOOR AREA (Aa}: 55,354 SF FLOOR AREA (SEE CALC TO RIGHT) � „ *, ,; 1 Z. REFERENCE SCALE 0 S> e-Isom°I 8tstorns ! PLUMBING TENANT GLA AREAS r \ • ,,, E4.1 ONE LINE DIAGRAMS ELECTRICAL ARCHITECT'S DETAIL REF. NO. Q other I;ts r� __w_.___r RITE AID: 21,322 SF GLA b '` INTERFACE ENGINEERING, INC. ROOM TITLE ACE HARDWARE (SHELL THIS PERMIT): 10,135 SF GLA I i \ ,,40014%' , �""` 100 SW MAIN ST., #1600 C5.1 &CI ICDJ CG ELECTRICAL M7.,EM �` PORTLAND, OR 97204 �, � TEL: (503) 382-2631 E6.1 DETAILS-ELECTRICAL ROOM NUMBER OF STORIES: 1 STORY (EXISTING- NO CHANGE) CONTACT: I XXXX- ROOM NUMBER ROOM NUMBER3Cl' EMAIL: @interfaceeng.com ED2.1 6&EPALL DCJ.10 PLAN- ELECTRICAL NUMBER OF OCCUPANTS: / REFLECTS THE MAXIMUM HEIGHT ABOVE 0 ALLOWED FRONTAGE AREA MECHANICAL FINISH FLOOR RITE AID: NO CHANGE/SCOPE OF WORK (re demised undue sep. permit) ,,, f,y FOR INCREASE CALCULATION FIRE PROTECTION X' X"A.F.F. ACE HARDWARE: 356 OCCUPANTS I (ACTUAL CONDITION IS M0.1 COVER SHEET-MECHANICAL POINT ELEVATION >2 TOTAL UNISEX PROVIDED w GREATER IN ALL LOCATIONS) INTERFACE ENGINEERING, INC. REFERENCE RESTROOMS REQUIRED/PROVIDED: I MEN'S 1 REQUIRED Q 1•°1 100 SW MAIN ST., #1600 M0.2 SPECIFICATIONS-MECHANICAL PORTLAND, OR 97204 M0.3 SPECIFICATIONS-MECHANICAL POINT, LINE, OR SURFACE WOMEN'S 1 REQUIRED 2 ANYTIME FITNESS $ ;;;_ OF REFERENCE cN.I.C. E ` MAJOR'2' TEL (503) 382-2631 M0.4 SPECIFICATIONS-MECHANICAL D / CONTACT: M0.5 SPECIFICATIONS-MECHANICAL EMAIL @interfaceeng.com M0.6 SPECIFICATIONS-MECHANICAL WINDOW STYLE: LETTER 'TABLE 6011602, FIRE RATING OF EXTERIOR WALLS r 10'-0"- -/ , M0.7 SPECIFICATIONS MECHANICAL DESIGNATIONS, RE: (WALL DIST.TO PL. RATING CONSTRUCTION TYPE I _\_ -u M0.8 SPECIFICATIONS-MECHANICAL Q► A.5.1 WINDOW NUMBER INorrh 530' 2 Illy t/) _ est 0/VARI�s 2 NI9 See diagram o SHOPS 'B' Iso�tn >30' z IIB I o % SHOPS 'C'' .. / N.I.C. 1 O'FFICELCpy MD2.1 OVERALL DEMO PLAN -MECHANICAL III CITY OF TIAR DOOR TYPE: I cr, . West 01 VARIFiS 2 IIIB (=30'at Rite Aid Loading) `' NUMBER I VIE AL CO ACE tHARDVI'ARE RITE AID RE WED FOR CODE COMPLIANCE M2.1 OVERALL PLAN- MECHANIC I APProved�J M2.2 ROOF PLAN MECHANICAL DESIGNATIONS, DOOR NUMBER NIC RE:A.5.1 r } SHEET KEY NOTES RE: - M5.1 SCHEDULES-MECHANICAL EXISTING 2 HOUR SEPARATION (.4(-- ELEVATIONS SHEET OF / %'; i% ,r74��1.�au `" Permit#: KEYED NOTES KEY NOTE (CMU) PER PERMIT 890889 M6.1 DETAILS-MECHANICAL ARCHITECTURE & PLANNING . -, ;� s Address: i[►,n3 no ,r. . c• Ir,�y SHEET KEYED NOTES, , '` Suite#: 1 PLUMBING BENNE R AND MATERIAL Kt FINISHES FRONTAGE DIAGRAM K � � By: Date: p-• �CI P0.1 COVER SHEET-PLUMBING STANGE MATERIAL FINISH �N P0.2 SPECIFICATIONS- PLUMBING ASSOCIATES SCALE: NOT TO SCALE P0.3 SPECIFICATIONS PLUMBING SHEET COLOR KEY P0.4 SPECIFICATIONS-PLUMBING ARCHITECTS , INC. HEIGHT ABOVE A D B R E V I AT I N NORTH P0.5 SPECIFICATIONS-PLUMBING EIFLOOR P0.6 SPECIFICATIONS-PLUMBING THE WATERMAN BUILDING 80 SE MADISON STREET X'-X"A.F.F. ELEVATION DATUM @ AT 0 DIA DIAMETER FOM FACE OF MASONRY LAM LAMINATED REINF REINFORCED/REINFORCING TJ TROWEL JOINT/TOOL JOINT PD2.1 OVERALL DEMO PLAN-PLUMBING AB ANCHORBOLT DBL DOUBLE FOS FACE OF STUD SHEATHING LAV LAVATORY REQ REQUIRED TOC TOP OF CONCRETE CURB SUITE 430 R FERENCE PD2.2 ENLARGED DEMO PLAN -PLUMBING PORTLAND, OR 97214 ACOUST ACOUSTIC/ACCOUSTICAL DEPT DEPARTMENT RM ROOM TOD TOP OF DECK 503-670-02347 POINT, LINE, OR SURFACE ADJ ADJACENT DIM DIMENSION MFR MANUFACTURER R RADIUS TOF TOP OF FRAMING P2.1 OVERALL PLAN- PLUMBING OF REFERENCE AFF ABOVE FINISHED FLOOR DISP DISPENSER GALV GALVANIZED MAS MASONRY RD RAIN DRAIN/ROOF DRAIN TOM TOP OF MASONRY P2.2 ROOF PLAN - PLUMBING FAX 503-670-0235 ALUM ALUMINUM DN DOWN GA GAUGE MAT MATERIAL RO ROUGH OPENING TOP TOP OF PLATE bsa@bsaarch.com P2.3 ENLARGED PLAN-PLUMBING ANOD ANODIZED DR DOOR MAX MAXIMUM TOS TOP OF SHEATHING EXIT ® EMERGENCY EXIT SIGN APPROX APPROXIMATE/APPROXIMATELY DWG DRAWING GEN GENERAL MECH MECHANICAL SCHED SCHEDULE TPD TOILET PAPER DISPENSER P5.1 SCHEDULES PLUMBING COVER ARCH ARCHITECTURAL DTL DETAIL GL GLASS MEZZ MEZZANINE SECT SECTION TS TUBE STEEL I AUTO AUTOMATIC DS DOWN SPOUT GYPBD GYPSUM BOARD MIN MINIMUM SHT SHEET UBC UNIFORM BUILDING CODE SHEET GL GLUE LAMINATED BEAM MISE MISCELLANEOUS SHTG SHEATHING UNO UNLESS NOTED OTHERWISE P6.1 DETAILS PLUMBING REVISION NUMBERAc BD BOARD EA EACH MO MASONRY OPENING SQFT SQUARE FEET PLAN CHANGE BLDG BUILDING ELECT ELECTRIC/ELECTRICAL HC HANDICAPPED MTL METAL SIM SIMILAR VEN VENEER FIRE PROTECTION & ALAR M AFTER BID BLKBLKG BLOCKING EL/ECFV ELEVATION SPEC SPECIFICATION VERT VERTICAL BOT BOTTOM EQUIP EQUIPMENT HDR HEADER NOM NOMINAL STD STANDARD VCT VINYL COMPOSITION TILE FP0.1 SPECIFICATIONS-FIRE PROTECTION BUILDING NUMBER BO BOTTOM OF EQ EQUAL HORIZ HORIZONTAL NO NUMBER STL STEEL FP0.2 SPECIFICATIONS-FIRE PROTECTION EXIST EXISTING HR HOUR NIC NOT IN CONTRACT STOR STORAGE W WITH FP0.3 SPECIFICATIONS-FIRE PROTECTION SERIES c CENTERLINE EXT EXTERIOR HT HEIGHT STRUCT STRUCTURAL WD WOOD CLG CEILING EJ EXPANSION JOINT HB HOSEBIBB OPG OPENING SUSP SUSPENDED WP WATERPROOF FA0.1 SPECIFICATIONS-FIRE ALARM CLR CLEAR EW EACHWAYOPP OPPOSITE HM HOLLOWMETAL SYS SYSTEM WC WATER CLOSET FA0.2 SPECIFICATIONS -FIRE ALARM COL COLUMN HVAC HEATING VENTILATION AND OC ON CENTER SC SOLID CORE WH WATER HEATER A CONE CONCRETE FFE FINISH FLOOR ELEVATION AIR CONDITIONING OD OVERFLOW DRAIN SM SHEET METAL SHEET REFERENCE CONST CONSTRUCTION FIN FINISH CONT CONTINUOUS FF FINISH FLOOR INSUL INSULATIONTEMP TEMPERED PLYWD PLYWOOD CITY OF TIGARD CI CAST IRON FLR FLOOR INT INTERIOR PB PARTICLE BOARD THK THICK A roved byPlanning SHEET CJ CONTROL JOINT FTG FOOTING TYP TYPICAL PIS PT PRESSURE TREATED TG TONGUE AND GROOVE }} CMU CONCRETE MASONRY UNIT FEC FIRE EXTINGUISHER CABINET JT JOINT PTD PAPER TOWEL DISPENSER Date: 1 _��11 - ____ _ DISCIPLINE FOF FACE OF FINISH Initials: ■ f:\2019 bsa projects\19-123 tigard town square\19-123.1 ace hardware tigard towne sq\04 construction documents\19123.1 aO.O cover sheet.dwg 111/14/2019 7:34:48AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S-ANGE ASSOCIATES ARCHITECTS,INC. Convention Description 1/2 max . }RED , 36 dimension showing English units(in 13 �` 1 '`t if inches unless otherwise specified) • 1 c__;. r�� 915 above the line and SI units(in radius /z W THOMAS F.FALLON n millimeters unless otherwise specified) E N max 30° max �1 N L , 13 VV�� r ��^r1 6 below the line 1$ min � J � a a Figure 302.2 N I 1525 1525 1525 O 150 dimension for small measurements g 32 min 32 min 32 min E N aas 60 min 60 min 60 min NO. 4787 cri . . TCarpet Pile HeightJ815 '� a'S e'S �ali Or 0 oCD IL r „ PORTLAND,OR V 33-36i. `- 1' `,' dimension showing a range with landing ramp run landing famrur •c �, (a) (b) O¢ angled riser O F 640-915 minimum-maximum dominant direction oftravel ) �rIlanding o radius of tread edge gmin minimum � at least as wide as ramp runmax maximum (a) c (typical for all profiles) g 11111111111111111 (a) (b) (c) front approach, pull side (b) E 11 min, 11/2 max 1% max v) rester than pp hinged door sliding door folding door front approach, push side n greater than or equal to long dimension perpendicular to\ pp m 280 38 I 38 • n` dominantdirectonoftravel MI1111111111111Z- _ TJ > .V1 s,� < less than (a) (b) ` 1il less than or equal to } Figure 404.2.3 Figure 404.2.4.1 Figure 404.2.4.1 straight change in direction -I- boundary of clear floor space or L. O L - - - - - maneuvering clearance Clear Width of Doorways Maneuvering Clearance at Maneuvering Clearance at Figure 405.7 f. OD - - centerline Yz max Manual Swinging Doors Manual Swinging Doors Ramp Landings g (c) (d) 13a permitted element or its extension and Gates and Gates r curved nosing beveled nosing a4 O direction of travel or approach Figure 302.3 12 min 12 min Figure 504.2 Figure 504.5 E ii.) 0 a wall,floor, ceiling or other element g 305 \ / 305 Treads and Risers for Accessible Stair Nosings L � I cutin section or plan Elongated Openings 12 min N X, 04 Stairways0 O L in Floor or Ground Surfaces 305 I Y a highlighted element in v , ,_ elevation or plan4> E o 22 min L Figure 405.9.1 Figure 405.9.2 i s 560 (1) 0 � �' location zone of element, control or g g CD } / feature i`i .E- l{� -E M - Extended Floor or Ground Surface Curb or Barrier Edge Protection m r co m 36 min co r 42 min - Edge Protection rn m "? v Figure 104.3 915 1065 • 'r' CO m co COV) Cr Graphic Convention for Figures i . 1 4) (c) (a) 1111111 �� (°� V) � 1/4 1/4_1/2 front approach, push side, door L d flared sides 1:12 max slope stairs ramps walking surfaces 0 �D 1 2 2 provided with both closer and latch (d) (e} (f} /a max 6.4 6.4-13714 Figure ure 505.4 Slim. Cf) 6.4 ,iiiiWir i V 13 1 hinge approach, pull side hinge approach, pull side hinge approach, push side Handrail Height } I 4-6'/.perimeter }� 6.4 1IA min °°'� V 0 (al 01 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 „( 38 c 9C 0 Figure 303.2 Figure 303.3 Maneuvering Clearance at Maneuvering Clearance at Manual Maneuvering Clearance at Maneuvering Clearance at I slope s� 1 \ C > N Vertical Change in Beveled Change in Manual Swinging Doors Swinging Doors and Gates Manual Swinging Doors Manual Swinging Doors <1 c' OF 410r Level Level and Gates and Gates and Gates I 01 C 60 min (a) (b) S U 1525 Figure 406.3 Sides of Curb Ramps Figure sos-�.z 0 L� Figure 505.5 Figure 505.6 Handrail U Non-C ircuiar f 4:( 1 Handrail Horizontal Cross section E F, € E E 22 min y. Clearance Projections Below p l2 at least as wide as U �1� f Gripping Surface L E F 560 /4mmn3smin ppp g 24min ''� "-'" - S 48 min , o fi 610 12 min -,11' 0 0 610 \ 1220 1tilir 365 \ / v, L �• _ 24 min /24mmn j I "41- X' SHALL BE .V.--.."---4 base �' 0) C N 610 r / X X , X X0 O MINIMUM OF 11"AT 'I 'I 36 min _ o / HANDRAIL WHERE • s,s �. 1 TREADS ARE I r•--. 12 min \ 12 min _� en EXISTING AND LESS 305 305 (g) (I) hinge approach, push side, door Figure 406.4 THAN 11" latch approach, pull side, PROJECT NO. provided with both closer and latch (h) door provided with closer (1) Landings at the Note: X =tread depth Figure 304.3.2 Figure 305.3 latch approach, pull side latch approach, push side Top of Curb Ramps 19-123.1 A-WALL RETURN B- FLOOR RETURN T-Shaped Turning Space Clear Floor or DRAWN BY : 8'9 . minin Ground Space Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 TC, TFF - Maneuverin Clearance at ManeuveringClearance at Manual ManeuveringClearance at Manual ManeuveringClearance at Figure 505.10.2 Figure 505.10.3 I Maneuvering Top Handrail Extension at Stairs Bottom Handrail Extension at Stairs CHECKED BY . - - - - Manual Swinging Doors Swinging Doors and Gates Swinging Doors and Gates Manual Swinging Doors TFF, JB 'l E and Gates and Gates DATE �=,� 'f 230 O " E s 9 m!n I M 1 1 , Mil �''` 1u��- 230 L - - - - -+� 11.11.2019 6 max 17-25 I i 25 max f4:::› 39-4, REVISION ,So 430-535 11 min 535 24 min E N \ 36 min jos / o (?, 990.3010 $ 24 min sss 12 min 260 12 max �' (a) (b) (a) (b) l / 610 305 1 s 13700in I \ /. elevation plan elevation plan -� ti - v �•N <ki 16-18/ 405-455 1 42 min M Figure 306.2 Figure 306.3 N Emin E a 24 min osscr)m side transfer 9 9 NI- v ff_22 sa p 610 (a) `� Toe Clearance Knee Clearancewheelchair accessible water closets I' 417 iftl - -L. 4 max Figure 604.5.1 Side Wall Figure 604.5.2 Rear Wall Grab 1ao (k) k-� � Figure 604.2 Water Closet Location Grab Bar at Water Closets Bar at Water Closets 1. _in_ latch approach, push side, front approach (b) pocket or hinge approach (d) door provided with closer side approach stop or latch approach w e ^c 42 max • EmN � - min e o Figure 404.2.4.1 Figure 404.2.4.2 Figure 404.2.4.2 Figure 404.2.4.2 Figure 404.2.4.2 1 24 min Q a x > 12 Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at E - =610 / NOTE: THIS DETAIL 305 0 Manual Swinging Doors Sliding and Folding Doors Doorways Without Sliding and Folding Doors Sliding and Folding Doors ° r 4 2 COMBINES ADA &ANSI 00 M o 12 max 12 max REQUIREMENTS FOR THE TPrl Al N w N soy 305 X'� and Gates Doors or Gates / DISPENSER. 1F OTHER Ai to X > 12 , DISPENSERS WILL BE r--• tE 2 305 60 min INSTALLED ADJACENT TO ro ;� Ni 12 min c 1525 0.90 THE W-C., SUBMIT PRODUCT . x 1 �- (a) (b) i 0 :05 N g MOUNTING LOCATION TO V FI ure 604.3.1 Figure 604.7 ProtrudingE X> Size o# Clearance at LocationToilet Paper Dispenser Outlet THE ARCHITECT li„1.03 r- 205 \� _ Water Closets g5x > $ Figure 307.2 Figure 307.3 18 min 205 \tipBSAA C i 445 Limits of Post-Mounted E / Protruding Objects Protruding Objects ° ^ X $ yr ARCHITECTURE & PLANNING �,-� 205 EM BENNER 20 max >20-25 max (b) push side, door provided with 1%min i'. L STA N G E (a) push side both closer and latch '� 510 _ 510-fi35 \ .- ASSOCIATES pull side �, (a) (b)I ARCHITECTS , INC. projecting objects recessed objects IV:';',, ? o o Figure 404.2.4.3 Figure 404.2.4.3 Figure 404.2.4.3 Figure 605.3 Spacing of Grab Bars THE WATERMAN BUILDING x �,,<rr,. ry ��+r,,_ E " Clearance at Clearance at Clearance at 80 SE MADISON STREET o /�� . Maneuvering Maneuvering Maneuvering r--,♦ E �,�f/ �;rfz: vr - SU ITE 430 ,1+n,_ to - co � ;<< �:,;= Recessed Doors and Gates Recessed Doors and Gates Recessed Doors and Gates PORTLAND, OR 97214 AREA OF 503-670-0234 iif<�� (a) (b) 1 3 Anll 1 FAX 503-670-0235 11 11 bsa@bsaarch.com 11- k 48 min ti J. 48 min I, AREA OF Figure 308.2.1 Figure 308.2.2 tzz0 1220 REFUGE 1 ti Unobstructed Obstructed High 41) r•.• 318 min g o , n \/r745° 1,18 minACCESSIBLE Forward Reach Forward Reach IL ...�:... 95mDETAILS 31B min centered on 0. (a) (b) � ss tactile characters '` . 118 min 455 ,0Iff x 4 x Figure 703,3.2 Position of Braille Figure 703.4.1 Height of Tactile Characters Above Figure 703.4.2 Location of rt. , Tactile Signs at Doors adjoining surface maximum x CO Ias N E �t slope Finish Floor or Ground 1.s 2.ag"s � � � �lco � mm c4 - �rEm E m Iv c48 min m 20 curb ramp slope 4161zeax '� II 1 top diameter of 0.65 min 1.6-2.4 I 50%fi5%of the base diameter\ a 2 16 5 0 4,�, 4 +.11, base diameter of p� • 10 max / > 10-24 max ` 0 9-1.4(23-35 mm) \l \ r 5, U O O 10 max 4/ 255 255-610 Figure 406.2 r o 0 0 0 • 255 (a) (b) (c) elevation I (b) Counter Slope of Surfaces (enlarged) plan AO 1 Figure 308.3.1 Figure 308.3.2 Adjacent to Curb Ramps Unobstructed Obstructed High Figure 404.2.6 Side Reach Side Reach Doors in Series and Gates in Series Figure 705.1 Size and Spacing of Truncated Domes f:\2019 bsa projects\19-123 tigard town square\19-123.1 ace hardware tigard town sq\04 construction documents\19123.1 a0.1{accessible detailsj.dwg 111/11/2019 9:06:16 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S"ANGE ASSOCIATES ARCHITECTS,INC. . • rS.tiFtiD AR co SW DURHAM ROAD �}�'TFTOMASF.F7—=J-1------ A(LC/ON NO. 4787 PORTLAND,OR C I 1\ HIIII - 11l � Tr-Aa....ia•WiZ.- - '................)- [..> /-'''''.. - r— . I . - _ HHT > . / ''r // . -e--<:,---- 1 0 0 X41 . �__... -.. _ 7 , 10.1 a 0 . r_....1) . I 1:_, E 0 I/,. 1 ____..„ .••• . .. i.a2 • . % • _ ais) 0 --ice / 1 (.. - ,... 17:2, CL 213> - ) ... .- Cl 0 0 g 7 r D i= V) CT 06' IT 0 • 0 MMMM 0 V) .5 E .5 4o c 3 . .. ] ,,, ,,- . 0 _k- , 4,v,„ ,,i, 4-4. 0-64,6.,,,, _,---- ,-- '' -- /:'-: . IIIII 000 .��.,,,, ,„, 0 I— > /V r%;11 .4)AIO ''• .4) _...., CO p--- 6- 4, ° c:6--- a ............- L._ 0 io c 4g 4 0 .41 .4 9 -5,' , 1- -- -- -1,5"-----„,... N59 48 26"W 73.04'(C,R4) 1 . . _ . 0 I— 'E 0-Z- 6. - ,f-- _,. , - I___ I , ,n1� r '' - - - - - - - 15. _ i .,!' \ a:\\\\\ . ,,,,,,:„...3_......„............... V.I.V61441.0.......1111•APAT 1 1 iwiir--( 0 51(___.)/ 1._ ..., .... ...._ , , iii T-c-)? 0 0 v) V) 8 L._ fl1 CV , gi °• ,,, J /[ 7* \ \\Ci . / . r:Cc , / / .. Air A ' I X PROJECT NO. it � hM•I 1yb .: 19-123.1 /� ,. -.. } BY 6\\ \ Cei T 4.4.. v, : I�, DRAWN II 1 L „...,. _ �� I I # 0 € 3 . TC, TEE . ..•:K- -:1 1 # �> CHECKED BY �o -I i O r3 ` TFF, JB . L4': Q �. 0 I _. DATE . v- i ; 1111111 r .., e_4 ;41.1 FENS A 11 11 20 . Alri 1 , 4 , !Mi • It i — REVISION 4 r .: : 11-1 66.JJ � ¢� N8979'S6"F I ! _ I __ - ?,,-.11111■. - - - -- — -/ '" 51.7T(C R4) 1 _ 1-❑ s 1 &*. --° - f I r 14 P.St I I I = I I I 1 f \\ o 1 I. • • / / /./ ., , sus _.._ i--\\\\\\\\\\\\\i j\) i • i ir i \\\\\\ \ \ . .. 1 KEYNOTES - SITE PLAN I -� II I I 0EXISTING GARDEN AREA W/ NEW ROOF STRUCTURE, 1088 SF ..f..�T. NORTH: NEW STOREFRONT 0/ EXISTING BRICK WALL EAST: NEW FENCE 0/EXISTING BRICK WALL, NEW DOUBLE GATE WALL & FENCE AT SIDE FACING RITE AID ENTRY ARCHITECTURE & PLANNING ' 0 illr k € 0 STRIPE TWO EXISTING STALLS WITH 4"WIDE WHITE STRIPE, ONE (1) NEW SIGN AT HEAD OF EACH SPACE PER 6/A1.2 BENNER HOM: TE D10 \ p O NEW 2- BICYCLE RACKS, B.O.D. DUO-GARD BR85B STANCE , N ¢ SURFACE MOUNT, POWDER COATED BLACK ASSOCIATES • ilk -.111 t O EXISTING 5-BICYCLE LOOP RACK TO REMAIN ARCHITECTS , INC. "- 5 NEW EXIT STAIR h.., �r'� \ THE WATERMAN BUILDING ¢! I 80 SE MADISON STREET /® I01 O NEW COVERED LEVEL SLAB, 890 SF SUITE 430 PORTLAND, OR 97214 0 _ � 503-670-0234 I , O7 NEW TRASH ENCLOSURE (DEMO/ FAX 503 670-0235 a-- REPLACE EXISTING) , .11 1 \ bsa@bsaarch.com - i ONEW RAMP C°? 12-14% (FORKLIFT) SITE a ° ,� ' O NEW ADA STALL SIGN AT EACH OF TWO STALLS PER 1/A1.2 PLAN REMOVE EXISTING NON-COMPLIANT SIGNS \ S\\\\\\\\\\\\\\\\ WHEEL-CHAIR ONLY PER ORS AT EASTERNMOST STALL .. 1 1 I.. i 1171 I- 1 I I U f Lii io N�'•Gtr L10,4 P4 -! -t-1 (,0 0 , r - VI A 1 . 1 //------ ._ 0 SITE PLAN \> • t:\2019 bsa protects\19-123 tigard Towne square\19-123.1 ace hardware tigard townesq\04 construction documents\19123-1 01.1 site plan.dwg 111/13/2019 12:05:35 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGE ASSOCIATES ARCHITECTS, INC. (2) #4 REBAR VERT. at EA. C.M.U. 11111 CORNER CELL CONDITION WI (2) #4 — 15'-4" BRED -� DOWELS INTO FTG.TO ALIGN #4 HORIZ. �� V-, REBAR at 24°O.C. 6'x6"CONC. CURB SLOPE TOP �j �, 1. (TYP.) W/2 CONT #4 BROOM THOMAS F.FALLON C) T 1 FINISH iii /,�� / /� /�� ///q / cNtIL`w-�BACK FACE OF STEEL FRAME BELOW r (/t NOTES - FLOOR PLAN KEYNOTES - FLOOR PLAN , t1-3 4Reiv. ROOF DECK 1. WHERE CURRENT OR FUTURE FIXTURES, MILLWORK, EQUIPMENT, ETC. ARE SHOWN AGAINST A WALL (BY TENANT), INSTALL BLOCKING TAG NOTE Sheet A2.1 Sheet A2.la 4 THOMAS F.FALLOW ( FIRESAFING @ BEHIND FIXTURES PER TENANTS REQUIREMENTS, INCLUDING AT EXISTING AND NEW WALL LOCATIONS. PATCH/REPAIR WALL WHERE WALLS BLOCKING IS ADDED TO AN EXISTING WALL. 10 Phase 11 Pilaster (coordinate adjacent work) X o >f��„�, �. ;c--A1---P- RATED ` 2. SEE PLUMBING AND ELECTRICAL FOR UNDER-SLAB SCOPE (INTERIOR AND EXTERIOR) AND PATCH IN MATCHING SLAB, DOWELED PER NO. 4787 Z Dashed fixtures by Tenant under separate permit shown for reference and 0 III STRUCTURAL, FOR A SMOOTH TRANSITION. 9 PORTLAND,OR '�' 3. COORDINATE ALL SCOPE WITH PHASE II (DOCUMENTS TO BE ISSUED EARLY DECEMBER 2019). 20 coord. X X i' ¢4' 18 go SLIP N I IIS - •` 5�� #10 SCREWS AT EA. STUD AT B.O. FLANGE SLOTTED HOLES 4. SEE A0.1 FOR DIMENSIONS/ PLACEMENT OF ALL NEW RESTROOM PLUMBING FIXTURES, GRAB BARS, AND EQUIPMENT. EXCEPTIONS ARE Dashed fixtures by Tenant under separate permit to provide edge fall L 0 F 0 TRACK-ATTACH DIMENSIONED IN THE PLANS. 21 protection X W/ (2) ROWS N Il • 5. PATCH/REPAIR ALL WALLS THAT ARE SCHEDULED TO REMAIN. #10 SCREWS ATN 1lh 30 Existing concrete bollard(s) X X 18"O.C. '1' 1 GYP BD FASTENED TO SLIP 31 New concrete bollards per 3/A1.2 X TRACK AT TOP (NON-SLOTTED) • 4) 1- t- I BUILT OUT AND SIZED PER WALL � New concrete landing stair width x 5'-0", slope max 2% in any direction, ':1:! RATING. OMIT ALL AT NON-RATED re-grade adjacent surface with new asphalt to meet landing with smooth •- WALL ASSEMBLY PER WALL ASSEMBLIES. 40 transition. X O } WALL SECTION l •• DO NOT SECURE BOTTOM TO THE STATIONARY GYP BD LAYER(S). 50 New chain link fence - 12 high per details X �r,r _ 30 J 100 Existing concrete slab - N.I.C. Xa . 0 P 1 I. Jr: �...rrfr fr,r:,r„f.r •.r. Fii�.ie:i fri,sr., w,f. ,.. ,:. f, - O 102 Existing exterior concrete slab - clean slab from F.O. bldg to curb in front of 0) Q STABILIZER WHERE OCCURS + 101 tenant X Q) O C 804 :/- 102 Existing retaining wall (n.i.c.) X X0 0 CI 3 4 103 Clean, prep, and seal existing concrete floor within demised area (ail areas) X . X �, 104 New concrete ramp, sealed X L A3.1 A3.1 - 00 801 - 601 � . New concrete ramp with curbs and heavy duty rail each side. Terminate curbs0 0) -I- DEFLECTION HEAD 302 310 ;' / 105 for sliding gate clearance and terminate at trash enclosure (that side only) X CISCALE: 1 1/2"= 1'-0" EXIT#3: DOOR 6: 36" DOOR 148" STAIR -C D i= c 106 New concrete stair X0- n1 EGRESS CLEAR WIDTH = 34" 1 48" ,, 1 ` Il 1 ( VJ 79 PPL @ 0.3"/OCC. = 23.7" MIN ` J '* ti " 107 New concrete slab, raised with turn-down edge, see sections, slope 1% X 0 r -I- ,..., FULL-HEIGHT PARTITION WALL o o /�.»».M Q o >r J REQUIRED .. OK w © 108 Patch in new matching slab as needed to meet existing grade at 2/o X D ---_ ONE LAYER 5/8"TYPE'X'GYPSUM WALLBOARD o APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH ', O 110 New sheet vinyl flooring X VARIES ..temm mm mm mm mm mm MM WO OM WE WM MM OM OM MM OM WM rWM . . . °° 4i:T.71/4,, ^` T.O. DECK0 SIDE OF METAL STUDS WITH 1 TYPE S DRYWALL "` u, W �• I - I SCREWS 8"O-C-AT VERTICAL JOINTS AND 12" 120 Handrail and guardrail X 5 I O.C.AT FLOOR AND CEILING RUNNERS AND4B 5 _ - I INTERMEDIATE STUDS. N....:: �' 121 Handrail, ends return to wall X SIM A2.1 <' SOUND ATTENUATION INSULATION FIT IN STUD - EXIT#2: o ' N'7"--- 7 1/4"- 201 New low brick wall to match existing w/ metal fencing to underside of soffit X 0) (UNRATED) \ - / DOOR 1i: 36" DOOR r 21'-9" 1 10'-11 �- SPACE WHERE OCCURS. EGRESS CLEAR WIDTH = 3 0 . - r, ` r ~ - 202 New metal fencing over existing low brick wall to underside of structure above X = c • � = Y r STQA " _OFFICE., 79 PPL C�0.2"/OCC. = 15.8" RESER--- y 104 0O ROOM 103 I New storefront glazing over existing low brick wall to underside of structure U MIN REQUIRED :. OK /' _ A4. ... '''.-..: : - - - 203 above X C.) I- `r- U 211 SF 97 SF ,s r - I T�.=��1TPP..I..�-__ �.,. .� 10 PPL/� ,,. 204 Existing brick column/pilaster X 0 r 4 0 PPL - + � A4.1 301 Existing wall furring (add blocking as required for new fixtures, etc.) X X STABILIZERS IF REQ'D r, EXIT #5 (COVERED �''�, U �;,� O Existing demising wall - seal/fill in door and frame with like for like n� 6' X 18 go METAL STUDS AT 16"O.C. CONFIRM � i-- == == - + = V! PER STUD MFR. EXTERIOR DELIVERY / -- +. - ' SPACING AND SPANS WITH STUD MANUFACTURER ONLY): = J, o ' 302 construction to match (5/8" gyp bd ea. Side, sound attenuation batt, etc. X 0 (/) V) O L >G: 1. DOOR x2: 36" GATE c © - - Existing demising wall seal/fill in removed mechanical penetrations with like0 0) 0 ... EGRESS CLEAR Q a .l _ I -_ 1. 1- 1.._. . I' N 0 WIDTH = 34" d o A4.1 ( - - I - - for like construction to match (5/8" gyp bd ea. Side, sound attenuation batt, < •. / EXITING FOR 3 PEOPLE I 303 etc. X I- r- WALL BASE o - -R 304 Existing load-bearing CMU wall X X 6"METAL STUD RUNNER ATTACH TO FLR SLAB W/ • 1 0'-0" 114"DIA KWIK BOLT @ 32"O.C. 1 - -- 1 305 Existing load-bearing structural brick wall X PROJECT NO. 4 F F r P � 1.4 303 U e 3 5/8" metal studfurring full height at 24" o cw/ R 11 batt 19 123.1 E New e wall urri u h - _- J- T Z 306 insulation o f ei h X X DRAWN BY : I. COVERED T I I I UNRATED .4 1 EXTERIOR ` rr TC, TFF DELIVERY VARIES (SEE ENLARGED) \. ; - full height 24 o.c. furringdoes not FULL HEIGHT WALL _' Q . 307 continueover masonry openinglringX CHECKED BY : New 3 5 8 metals FIN. FLOOR '�` 4 07.-- X02 o 0 0 0 - � � >I - � _ I_ _..._ _L. I Z . C] a853 SF - - ...__ .... Q 308 New 6" metal stud wall furring full height at 24" o.c. w/ R-19 batt insulation X X O TFF JB -.'' @33PPLP 307 wDATE - 309 New 3-5/8" metal stud wall per 3/A2.1, height per detail X ADJACENT TO SALES WALL EXTENDS O. - - - © �, °,,,,;,, : .�" r!/f ',:..rr: _ `"' M nti ` .� - 1 - T _ T T 11.11.2019 TO DECK W/ DEFLECTION PER 4/A2.1 I -r � . . • i.-.-_. 31Q New 6 metal stud wall per 4/A2.1, full height per detail X X Z 6 9• I'. . 1• �-'- -.... °0 - T - I - T :.:. T T - T zREVISION : NOTE: WHERE UNBRACED HT>48 , �- `�: P(_JI ' o w New 6" metal stud wall toplatform structure w/ batt sound att. 5/8" wr LEDGER, SECURE W/ J :f 1I / ___ f 320 gyp PROVIDE POSITIVE BRACING. 3 5 \ R 2-SCREWS Al EA.STUD /B L I . .1 3 s 311 bd X MTL. DIAGONAL BRACE AT 48"O.C. I .N • ,i +-, O --1 112 PLYWOOD ANCHOR TO B.O. DECK ABOVE Q ,: 10 FE J , m 312 New 6" metal stud wall full height per 3/A2.1 (sim condition) X J� �+NMMWNX� 'M'�I��ilill111 � �.i SHEATHING I J 1 FE Q 6 2OGA. MTL JOISTS SEE PLAN O +0'-5" y 320 New structural column at new wall opening X X AT 24"O.C. OR B.O. CEILING _ _ _ _ _mm � HN. FLOOR SUSPENDED - U.I�IISE)c.. - _ EMP3 OY E T 1 SERVICE CEILING, WHERE OCCURS T F - w- New structural column androof structure above X PER MANUFACTURER 'M � .- � UpP�� 321 N 5t t I ); R I=S Z5C1V1 -RCYCSMy - AREA 1 SALE Q f , 330 Line of Canopy/Awning Above X 5/8"GYP BD CEILING 4,- ' 10$ ' i07 I 106 102 / 016 SEE PLAN ? --- 55.SF ..r.. 1.-3.SF 232 SF 5,534 SF 340 New roof access ladder with secure access door, see 2/A3.1 X B.O. CEILING 20GA. MTL STUDS AT 16"O.0 U-N.O Z T - @130 SF/P 11' W , , U# 11 )� - T C 300 SF/P ® . .. ADJACENT TO SALES, 18 GA. PER -8 PP-1- ' 1 .- - 1 PPL --=185 Pf L T ,,,, j - 350 New base and wall cabinets, see elevation detail X NOTE: DETAIL REFERENCED ABOVE V R1=STROC?M 0' D" _. I 1. BRIDGING LOCATIONS IF Q 109 I FIN. FLOOR 2 103 Extent ofX REQUIRED, DETERMINE BY MTL ' JOIST MANUF. • .� Q - 55 SF A2.1 I 401 Existing storefront 48"glazing X WALL FINISH ...-... ...... ...._ ... I w -1 = 1. . .. I _ 2. IF WATER HEATER TO EXCEED 20 T GALLONS, MTL JOIST MANUF.TO SOUND ATTENUATING BATTS i ff S RAMP UP - - 402 New storefront glazing X DETERMINE JOIST SIZES & _ - - -, - ® 5% Two (2) new bike racks, see A1.1 for B.O.D. Coord. w/ Phase II scope X SPACING DRIVE PINS AT 32"O.C. 11/64"DIA. T 501p X 2"W/7/8"DIA. WASHER + _ I'DFE J - T - I -- !.. 550 See interior elevations for all wall mounted fixtures and equipment @ RR's X WALL FINISH � - f - - + aa WALL BASE, WHERE OCCURS 304 •1 ..t ._ - -t o • 1 ' I Expandeddry riser (connectedto riser in Rite Aid) by 518"GYP BD 104 20 fire riser with FLOOR FINISH _ EACH SIDE - ::./.' LOWER +5"Iopproxl ;r T - - T - j design-build, see Mechanical/Plumbing, including performance spec for more X 0'-0" / SALES 601 �.. I Ik 20 o; L. T + - 1. - T -. I info F.F. < , ,4 I - - - - L 101 � f - - - Existing downspout X BSAA F 3,630 SF / 701 : 0METAL WALL W/ 103 I I I = --- �= „r -- - I _ 702 New mop sink - 121 PPL _ . - -. ...i ' GYPSUM BOARD CEILING . a r- -- > T 703 Relocated hot water heater X ARCHITECTURE & PLANNING SCALE: 1/2"= 1' 0" [WALL_MTL_PLATFORM.dwg) Lam) New accessiblekitchen 306 301 307 I 704 kith sink X BENNER New- accessible lavatory STANGE 0301 ) w-�- T = J. _ ,.. .,.. � 320 308 b try ... -- - ri. New accessible water closet flush control facin awa from adjacent wall ASSOCIATES 705X 306 ,- 706 g Y x SSOC ATES TYP 707 Existing gas meters, see Plumbing (note existing gas line runs over head to adjacent building X ARCHITECTS , INC. I at dashed lines) - '� _ 1 j... �. - --- --- , `' THE WATERMAN BUILDING I �� " I "- , - - 708 New downspout, see plumbing x x 80 SE MADISON ---1- 401 402 401 J , • STREET 305 B i� � 1 - Existing Rite Aid Electrical Room and Data see electrical for scope if X SUITE 430 O 0. ---J �- - -.. ..�.; w:x.- T. _._ . ...... _. p PORTLAND, OR 97214 801 applicable 10 <0> 501 I " I • I 10 503-670-0234 -�- I I- - - - - - - - 1 COVERED 802 Electrical equipment, see electrical x FAX 503-670-0235 EXIT #1: 20 I EXTERIOR 305 .- � bsa@bsaarch.com SALES 803 Tenant electrical panel, see electrical X 330 DOORS 1: SLIDING BREAKAWAY E 202 X01 20 FLOOR 4 159 PPL @ 0.2"/OCC.EGRESS CLEAR T 31.8" MIN REQUIRED .. OK 101 202H = 66" 0 11,080 SF EJ C 100 �,. 804 Existing electrical transformer X PLAN @ 30 SF/P - Mr C_2o3 ) =36PPL LEGEND FLOOR PLAN - .1 -4+ VARIES EXISTING) 201 FIN. FO�R EXIT #4 (GARDEN AREA ONLY): I 4.........s MASONRY WALL I 0 FIRE SPRINKLER RISER (AFSR) GATE X1: DOUBLE GATE -. _ 7, F.R. EGRESS CLEAR WIDTH = 68" 108 - - '`4 MASONRY WALL WITH INSULATED FURRING (SHADE = 36 PPL @ 0.2")OCC. = 7.2" MIN REQUIRED .•. OK O Co> k " ,r y, ,y,, , NEW) cu GAS METER 708 Alk E.J. A4,1 101 204 f"""""'t BUILDING C.M.U. EXPANSION JOINT. NEW 4A:80B:C SURFACE MOUNTED FIRE Alk El EXTINGUISHER COORDINATE WHEN BEING IFar 1i. �I��•1. NEW INTERIOR PARTITION WALL FE INSTALLED ON FIXTURES BY TENANT NORTH SOUND ATTENUATION BATT-WHERE SHOWN OX STOREFRONT TYPE; A5.2 A2 • 1 FLOOR PLAN ,7? f EXISTING PARTITION WALL �. O DOOR NUMBER; A5.1 . e NOT USED SCALE: 3/32"= 1'-0" /' 7 --1 STOREFRONT SYSTEM \� , - - ABOVE f:\2019 bso projects\19-123 tigard town square\19-123.1 ace hardware tigard town sq\04 construction documents\19123.1 a2.1 floor plan.dwg 111!14/2019 7;30:11 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S.ANGE ASSOCIATES ARCHITECTS, INC. KEYNOTES - FLOOR PLAN S��ED AR , TAG NOTE Sheet A2.1 Sheet A2.1a THOMAS F.FALLON�C) 1-1 10 Phase II Pilaster (coordinate adjacent work) X Dashed fixtures by Tenant under separate permit shown for reference and cr, NO. 4787 , ' 20 coord. X X ,p PORTLAND,OR NOTES - FLOOR PLAN Dashed fixtures by Tenant under separate permit to provide edge fall �e " -c.c., 21 protection X O F 1. WHERE CURRENT OR FUTURE FIXTURES, MILLWORK, EQUIPMENT, ETC.ARE SHOWN AGAINST A WALL (BY TENANT), INSTALL BLOCKING 30 Existing concrete bollard(s) X X BEHIND FIXTURES PER TENANT'S REQUIREMENTS, INCLUDING AT EXISTING AND NEW WALL LOCATIONS. PATCH/REPAIR WALL WHERE BLOCKING IS ADDED TO AN EXISTING WALL. 31 New concrete bollards per 3/A1.2 X V) 2. SEE PLUMBING AND ELECTRICAL FOR UNDER-SLAB SCOPE (INTERIOR AND EXTERIOR} AND PATCH IN MATCHING SLAB, DOWELED PER n' STRUCTURAL, FOR A SMOOTH TRANSITION. New concrete landing stair width x 5'-0", slope max 2% in any direction, + W 3. COORDINATE ALL SCOPE WITH PHASE II (DOCUMENTS TO BE ISSUED EARLY DECEMBER 2019). re-grade adjacent surface with new asphalt to meet landing with smooth > 4. SEE A0.1 FOR DIMENSIONS / PLACEMENT OF ALL NEW RESTROOM PLUMBING FIXTURES, GRAB BARS, AND EQUIPMENT. EXCEPTIONS ARE 40 transition. X DIMENSIONED IN THE PLANS. 0 5. PATCH/REPAIR ALL WALLS THAT ARE SCHEDULED TO REMAIN. 50 New chain link fence - 12' high per details X L- 4 4 100 Existing concrete slab - N.I.C. Xa c a) A1.2 Existing exterior concrete slab - clean slab from F.O. bldg to curb in front of 0 101 tenant X 0) a i5 11 i iiw:6§4ii,§w:: 102 Existing retaining wall (n.i.c.) X X 2 0 . 0 1 } 103 Clean, prep, and seal existing concrete floor within demised area (all areas) X X 0 L 3 © rti? • 104 New concrete ramp, sealed X o L 11.A3.1 a. . " k Neww concrete ramp with curbs and heavy duty rail each side. Terminate curbs 0 0 8 _i_ 105 for sliding gate clearance and terminate at trash enclosure (that side only) X r j i- -.. 1011 . 106 New concrete stair X r C 4 v JCO Cr' New concrete slab, raised with turn-down edge, see sections, slope 1% Q) O 107g , X N LLJ Q. a ''-';"°' - 108 Patch in new matching slab as needed to meet existing grade at 2% X n, V) D E NOTE: SEE A2.1 FOR m �� 110 New sheet vinyl flooring X i. C/) ADDITIONAL SECTION CUTS A1.2 � �� • �. °° 120 Handrail and guardrail X 0 W • © \ 0 I 7„,-- ;1- --`�= 111 121 Handrail, ends return to wall X X4,2" A4.1 m -! r'-r- -.'f r 0 201 New low brick wall to match existing w/ metal fencing to underside of soffit X _c 4 d 4 a % - -%=-}` - 202 New metal fencing over existing low brick wall to underside of structure above T.3 X �I/ g. • / ;-� .- , , ,-;-,-_ ,r, . • . y New storefront glazing over existing low brick wall to underside of structurei. 0 - 4 4, ".. Vc ,..--- -'-; /f A 203 above X U /: � . a .a , a / :-----"-T-------,------- -I-i :` - --" - - , ,-, / 204 Existing brick column/pilaster XI- U " a d• ° • ''-�'%' �' f 7..-- ,/-%!.. ,301 Existing wall furring (add blocking as required for new fixtures, etc.) X X I p o_• r I ./... a -' �f 1 f - s r - /- Existing demising waft seal/fill indoor and frame with like for like L E s !, -; /rj�, -'' /i 302 construction to match (5/8" gyp bd ea. Side, sound attenuation batt, etc. X 0 0 v) V) E � ,�� 18r. ,/-�2 ////� / Existing demising wall seal/fill in removed mechanical penetrations with like O 5 /,r (3) //%1 �-�/ _.---------;='-':- -` e 'fif for like construction to match (5/8" gyp bd ea. Side, sound attenuation batt, 0 CVC / off 1'�,�' f4r1; --' `1' ' 303 etc. X .. NO z 6 / f. -f-- fi>--- -. -r r . I- " A / f' . '%'' ,,,'-. .--'moi'' : - - - 304 Existing load-bearing CMU wall X X Lu w := `r -` f`� - - 1,-.-;2'----' '� 305 Existing load-bearing structural brick wall X i.0-�' ,,:',.,,,_-_----;;;i./' PROJECT NO. e //////////T//////////,/////////// ` > -, 2 - >, z O .1,1 1-N. FCS'"C ED ,. - Y New 3-5/8" metal stud wall furring full height at 24" a.c. w/ R-11 batt 19-123.1 , O z : 15..-/0. ! „----_,„.---_,`,>---''.'" -.,-----,....---;„`,-2-. , .• ,-,-; MECHANICAL UNIT �,v,VD ,�j� SEALING MATERIAL ' FOAM SEALANT TAPE �5 ``Yrs, THERMOPLASTIC MEMBRANE CAP RAISED CURB B POLYURETHANE SEALANT C9 tt ROOFTOP EQUIPMENT W THOMAS F.FALCON (� VENT PENETRATION �� URETHANE SEALANT WOOD NAILER FRAME #12 STAINLESS STEEL SCREWS WITH EPDM BACKED BUTYL SEALANT S.S. WASHERS @ 12"O.C. *�-ti '' 1 -Li THERMOPLASTIC FLASHING / � GASKETED FASTENERS MEMBRANE ALUMINUM TAPE � . % \ PER SIDED FASTENERS v g .. METAL COUNTERFLASHING, SEE NOTES 1 & 2 ,A NO. 4787 o STAINLESS STEEL I (IF BITUMINOUS z c� REMOVABLE SHEET- ��• / YT C� THERMOPLASTIC ( THERMOPLASTIC BASE FLASHING ADHERED W/ NON VOC PORTLAND,OR FLASHING ! a ?o CONTAMONIS PRESENT) ! ? •• METAL ��O.C. A _ • ��e COUNTERFLASHING m : O ,c1__ (FOUR UM) ? � , •• i r' \ � :.4 — BOTTOM OF UNIT SKIRT itc_____... OFZ , . THERMOPLASTIC CAP THERMOPLASTIC THERMOPLASTIC FLASHING �•• '��iADHEREDMEMBRANEFLASHING MEMBRANE �►• FLASHINGFLASHING MEMBRANE � PLATES 4 • O� / BONDING ADHESIVE �� FASTENERS AND PLATES 12"Q.C. MAX 2" 2" HOT AIR WELD - O C AROUND©ENETRAON �.� �• •�� /� �� 1/2„ HOT AIR WELD (/� i. HOT AIR ••••� • /// �� THERMOPLASTIC MEMBRANE • (�1 RECOVER BOARD WELD (FOUR MINIMUM) .•�•�,..:�..,�•• ,`•... . LAP/ TOP OF STRUCTURAL DECK �1/ THERMOPLASTIC CAP �•••. • • • PREMOLDED CORNER A1., I FLASHING �•�!�• •••• I . , ♦11 • � 2" • WELDED SEAM �� 1 1 1 1 1 1 1 1 -I- 11 II I II illlllll IIIIIIIIIIIIIII `I111111111 III IIlll •• ► 0> ••�� - - -c ff- - - ' : ♦��♦•`��• •*ri.��♦ RECOVER BOARD •• SEALANT •(IF REQUIRED FOR �� 1►�� + L E�� f��r�� ` THE SPECIFIC SYSTEM ��!i�i . ��i�i�i<�i�i�i�i�i�i�i�i�i�i�i�i�i��i�i�i�i!•. -- '�••� ) �� L ♦��E ♦`4' ♦�� ♦ I I •4.4. t�1>� ��r�� SECUREMENT FASTENED AT BASE ws��♦ � ►♦ ♦��♦ ♦��i��• I I I I I11 It 1 I[ I1 I F I I l i I1.11.1..11Ll I I �•.•••• SINGLE PLY ROOF MEMBRANE �� ' � ��, �,�� ::�� ♦ ♦ �..•. ♦ 1 , OF WALL OR CURB ALTER NATE w� • • 0• • • • AXON • ♦♦1• ♦�� : ��<, ��r►�� `•!Q•�.•., SEAM PLATES AND BASE FASTENING MANUFACTURER 0 ��•��1�� ` �� . Ne FASTEN ERS I I APPROVED BATTEN BAR FASTENED ��; : � • X b MIN. WOOD NAILER ti� .4 ..6 : aATTACHED TO SUBSTRATE COVER BOARD 12"O.C. MAX N 0 OVERALL THICKNESS TO THERMAL INSULATION PREFABRICATED INSULATED CURB, (ATTACHMENT PER 0 f • Q0 MATCH INSULATION STRUCTURAL \--- _ SEE SCHEDULE NOTES: STRUCTURAL) DECK 1. THE CURBS,TOP WOOD NAILER AND SEAL STRIP ARE TO STRUCTURAL DECK NOTE: — ROOF THERMAL INSULATION, r�� BE SUPPLIED BY THE CURB MANUFACTURER. 1. WHEN BASE OF UNIT PROVIDES LESS THAN 4"COVERAGE OVER TOP OF FLASHING, INSTALL L SEE SPECIFICATIOINS STRUCTURAL ROOF THERMAL INSULATION, THERMOPLASTIC SEPARATE COUNTERFLASHING AS SHOWN. 0C) 0 THERMOPLASTIC MEMBRANE DECK SEE SPECIFICATIOINS MEMBRANE 2. WHEN POSSIBLE,THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE 2. COUNTERFLASHING TO BE 24 GAGE GALVANIZED STEEL, 24 GAGE PRE-FINISHED GALVANIZED 0) 4- ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. STEEL, .032"MILL FINISHED ALUMINUM OR 26 GAGE STAINLESS STEEL. SEE SCHEDULE(S) ON THE r3 NOTE: FOR THERMOPLASTIC COMPOSITE SEE DETAIL 1/A6.1 and SPECIFICATIONS NOTE: FOR THERMOPLASTIC COMPOSITE SEE DETAIL 1/A6.1 and SPECIFICATIONS 3. WHERE THE SKYLIGHT,SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT ROOF PLAN(S) FOR SPECIFIC TYPE OF METAL REQUIRED IN EACH ROOF AREA. 1= C LEAST 3 INCHES,THE REMOVABLE SHEET-METAL COUNTERFLASHING IS NOT REQUIRED. 0 ROOF PENETRATION — OPTION "B" ROOF PENETRATION - OPTION "A" PREFABRICATED METAL CURBCa v SCALE: 1"= 1'-0" 4 SCALE: 1"= 1'-0" N.T.S. n1 0 '� 11 11 D E . . ,..,-) 11 0 Li - 1 II V, . ./, C c) a.)., (E0 WALL BELOW r .... ,,,/ O NOTES: O O O 0) 1. SEE DETAILS 3, 4, 5 THIS SHEET FOR PENETRATIONS AND / 1:5 = C ROOFTOP CURBS. 2. SEE SMACNA MANUAL FOR ADDITIONAL SHEET METAL a of L 0 U DETAILS. . U i0 E 4 OPEN TO DEC: ABOVE-TY YCAL U.N.O. 1 —0 2 U A4.I F.1,INTED (SEE 1 NISH SCHEU : ULE) ^` L E� 1j I` 1 W V) 11/ 1 11 I X 111 I �\ I f 11 ' , 0 � N 8 a © h Q I 0 No i (N) DOWNSPOUT VP 1 W1 GUTTER (N) COLUMNS BELOW 'V / PROJECT NO. gh \i\-- (N) GUTTER 1 NEW COVERED AREA • ' I I EXPOSED TO DECK I 19 123.1 �< ,.�"PER FOOT DRAWN BY . Mr o '1/4 L\\\\ (N) ROOF ACCESS �\ \\ - TG TFF Q CHECKED BY . LADDER WITH CROSS- c � ` I - OVER PLATFORM ri u \ J J • • TFF, JB o a \` _. DATE (E) DOWNSPOUT - E SINGLE PLYWOOF a 11.11.2019 re( / \ ' ' \ f 1 \� : REVISION • METAL ROOF -..— ,- �= / _ Q I � ` Ifr�`L` / (E) PARAPET .. ..... .. �. M : • • L = J , \ = �.� 0 O ° , / / / , (E) ROOF TO UNIT • I! REMOVE EXISTING a [',*p NEWGYPCEILING ` OPEN DECK ABC,/E TYPICAL N.O. BD PAINTED HVAC EQUIPMENT NEW HVAC ROOFTOP PAINTEI (SEE FINISH `.CHEUDULEJ PLATFORM/SEAL EXISTING UNIT-SEE STRUCTURAL AND M .� j, ' OPENINGS (RETAIN CURBS) Jr - -- 1 _ �I MECHANICAL / a .ii .3 ADJACENT BUILDING Q `` N.I.C. , . . 3 , . . ~ �ti 4 : y r (E) ROOF DECK lt.._ C — REMOVE EXISTING r-,< CROSS OVER LADDER '� ' '� =I (N) ROOF ACCESS 1 LADDERS WITH CROSS- ARCHITECTURE & PLANNING A4.1 OVER PLATFORM • BENNER 1 M ; ( E) PARAPET ALL NEW LIG TING WITHIN THE DEMISESPACE STANGE (E) PARAPET �` :.EE ELECTRIC_kL ASSOCIATES © ; w • ; ARCHITECTS INC. A4.1 M a 3 i M THE WATERMAN BUILDING .` 80 SE MADISON STREET SUITE 430 PORTLAND, OR 97214 ' 503-670-0234 1,\_ I — -- I I II r--- 7 I Q o 4 l'."1 L_ _J Q I -�-- ' . •• FAX 503-670-0235 bsa@bsaarch.com • I r I I I — --Ja Li___J CEILING II EXISTING ° AND ROOF (E) AWNING r (N1 TRAN.'LUCENT FO ,OF I I . III! il r---- 7 PANELS PLANS � f . I A4.1 T f— EXISTING CANOPY TO BE REMOVED I` IN PHASE II (SEPARATE PERMIT DOCUMENTS) + H +I LIGHTING MODIFICATIONS TO BE UNDER PHASE II ur-J _ PACKAGE (N) SCUPPER AND DOWNSPOUT 41 . F I EXISTING ENCLOSED AREA WITH S e (N) DOWNSPOUT NEW TRANSLUSCENT COVER (EXPOSED) (N) CONCEALED GUTTER AND NEW FRAMING. ALL LIGHTING NEW �� k /A BUILT-UP SIGNAGE FACADE OVER EXISTING SIGNAGE FACADE (SEE DETAILS) / 7 A2 • 2 COROOF PLAN �' � REFLECTED CEILING PLAN SCALE: 3/32"= 1'-0" -__ /3---,,, ' SCALE: 3/32"= 1'-0" -��l I.I/IIITI I I.I/-NI-1-n I EXTERIOR FINISH SCHEDULE KEYNOTES - EXTERIOR ELEVATIONS cois. ,�ED Ak"47, ITEM COLOR/FINISH TAG NOTE THOMASF.FALLON n REAR EXTERIOR DOORS & FRAMES PAIN TO MATCH EXISTING ADJACENT CMU. 10 Phase II Pilaster (coordinate adjacent work) 0 ¢-k, ' .7.---A2---- O Exposed GLBtsgets finished in Phase II , . EXPOSED METAL STRUCTURAL FRAMING AT REAR POWDER COATED PAINT FROM MFR.SELECTION 11 p `� NO. 4787 (SUBMIT HARD COLOR BROCHURE FOR SELECTION) PORTLAND,OR C 21 Dashed fixtures by Tenant under separate permit to provide edge fall protectionC� EXPOSED FLASHING KYNAR FINISH PER MFR. SELECTION (SUBMIT HARD ."\�, ,,� COLOR BROCHURE FOR SELECTION) Future signage by tenant, coordinate with electrical junction box (note awning is replaced with 0 F O METAL ROOF, GUTTERS, DOWNSPOUTS, AND TRIM TAYLOR METAL CHARCOAL GREY SRI-25 . 22 build-out in Phase II) • COMPONENTS 30 Line of grade beyond METAL WALL PANELS TAYLOR METAL STERLING GREY SRI-44 Cl) NEW STOREFRONT, SLIDING DOORS, & GLAZING MATCH EXISTING (DARK ANODIZED), MATCH 50 New chain link fence • EXISTING GLAZING REFLECTANCE 51 New chain link cantilever slide gate BRICK MATCH EXISTING BRICK, PROVIDE SAMPLES 52 New chain link rolling gate O } EIFS TBD 53 New chain link gate STEEL MEETAL FENCING AND GATES AND POWDER COAT BLACK M_ HARDWARE 54 ' New metal gate Cl c 0 0 CHAIN LINK FENCE COMPONENTS STANDARD GALV. MFR. FINISH 60 New bearing wall opening beyond 0- 104 104 New concrete ramp, w/ handrails beyond E 0) N o New concrete ramp with curbs and heavy duty rail each side. Terminate curbs for sliding gate — (li o L 105 clearance and terminate at trash enclosure (that side only) 106 New concrete stair w/ handrails and guard (10) c) CI 107 New concrete slab, raised with turn-down edge, see sections and enlarged plan0) - 201 New low brick wall to match existing w/ metal fencing to underside of soffit . J I— c 202 New metal fencing over existing low brick wall to underside of structure above CT 0 203 New storefront glazing over existing low brick wall to underside of structure above (1) ( /) D E204 Existing brick column/pilaster at ( 509) 301 Existing furring beyond W -(1) 4- ® • 1-- [ i ! i i I I r F'.,.. i L-- ._�- -)' —�" .. .. .. y...,�_�..�., _.r=_mTmm.�......�..._...�,.. .. W 304 wall 1 i [ 1 I [ I [ [ [ mit 'I i [ [ � i [ .L i - Existing I w . ,.....-1-474- .. �1.... ...[.....1-- 1-- -[-r.1.7.1-1-1-71-7-1-11 _1_,.L..__._L1.� — - €-s-i [- :.r. Existing rick wall II i . 11 11 E I 1 1 1 1 1 1 I € I I I E f T . : ' ..1. .1._.L,« ...� M� L I 1 I 1 T T € T r' f.T7:.:._:[_ ::.. T �J r i r1 r m 1 1 1 1 [ 1 1 1 1 1 I r- �� I I 1 1 1. 1 i �_�, _ I t r r .n b . 305 g L !. ._ _1_-1 _L 1..-1 1---1 I 1 1 I r i I .._._. _ �_ • 1 . • ; • a. _L_ 1__1..__..._.L r l ,_1 _1_. .1.....1. . . 1 7 ..._..........._,...,. -1 r 1._1...... r. interr walls and orfurrin e floor lansr� 1 TT � � I ..I --�--- -_.i.. _�..� T :✓--- ..y. ._ . -T---; g- p/ c o IDV .� F ::.:-._,.A �L �( � _ -f T : ,� - -- umnat newwall o_ � 7 VVV. L .V --I--j-.. '...,_•1...., _,..1..„:_:,::, — ® .... . i 1 T 1 I T -1 T ..a--...-.. ..1.. .T...1... .. .. i.. . t .-.L.....L...L. i 1.............1. ..1.. s::: L _ r..:/_, I..T..I.. I L 1 t 1 1 [ 7 I 1 a 1 1 1 1 1 1 r T E :_.I. .L.T.1.Ti� �r T 1 T....T T INew metal framing forreceivingarea — r • r-- T r T 1 r T 1 �� ' 1 1 7 I �- T �. )."' T -n rear U1 - 1 1 T 1 r T r r T I r T : r TT T T T 1�....:. L. 1 i-.....1.. 1.. ...1. 1 1 ~ i. ..''...... _,..... I 1 .� i = 1 1 1.. 1. 1......L 1.. ..1.-..-.1• ..1 I I.. 1 1 �tI .L �----�_` . 1 I ;...W ..;.....- T . _ 3211......1...1-T..� ; 1... 140- T.� I I [ 1 1 r.....1._....r..l 1 1# T -� `` __� 330 Existing canopy/awning T E I T i' I i-.,..T A , 1 T I T • l T i T 1� 1. 1 1 1 I r -I ,,j,_ ...I E�� „...•.t - 111....1.. . . . ..i.., ew rao ac th s access doo , ee 3.1i rs 2A340N f cess ladder w ecure>FLL4JJ1.,..1...,..... . � � �.-i �. .. 1. T T... 1 T T T. T.... 1. T. T r T !� 3 ]. [1 i :'�LQ9° L o `J E M I E 11�[ i i 1 1 I 1 _ .�,, 1 ,�� ,spa' , - r _ 401 Existing storefront glazing r x- .,0. °� s°� < I 6D \ 320 1... .1.....1... 1.. ..1...._1....1.. ...1.. ... ..I., :1.. . ,..Q ,,. t. a ) 1 I i T 1_ _ 1 T T A i T 1 r °°c Geo° t P a _ — Ila) I r l I I S f[a.-� 1 1 0 I bpa.:° i, 1;!.:00,W : 402 New storefront glazing 0Cn ....: :T.... ..1-....1......1....1..... :I:..... _,........EN , 1 1..1...1... 's � -.7:- L I T I �_ of+;';: ;a�+iry, - t tentranceCD T 1 � ..1..I...E...1...1. I I I I I 1 I I yP ¢ :Py A1 _ 6,°P�4 __ New au oma is sliding door 0 0) I I I . ' T any RAMP & GUARD I � TCNI \� 1 . . ,. P 404 New metal door in expanded opening beyond (not shown) r T • 130.81 NOT •SHOWN IN f,��;° � 1 = I I I :.I 3 71 �� Id and d • FOREGROUND FOR �° °° 405 New mea door an frame, painted • � �� - N t t CLARITY . .x e • �. • • .- .,I, 7. C30\ 54 510 New metal roof : � PROJECT NO. 708 50 ® 306 CD 104 ® 301 GM 202 511 New metal roof trim 19-123.1 512 Metal wall panels DRAWN BY : 513 New metal flashing/coping TC, TFF 4 EAST ELEVATION / BUILDING SECTION SCALE: 3/32”= 1' 601 NewEIF5 CHECKED BY 708 New gutter and/or downspout, PVC sleeve at stab penetration TFF, JB b"X 1"CORRUGATED g VARIES g 709 Built-in gutter closure DATE : STEEL TREAD GRATING .� / «.mm..mmmmmmm..... 11.1 1.2019 / j / /i ,.w REVISION \ l_r z, i o 7/16" 0 HOLE THRU-TYP _ 708 / C510) __ N k FOR 3/8"O HARDWARE - ' ..w_.x__i .1.. _r._..1_._x,.-�_- ....., .. .. .. .....:.......:....:.. i .-- -' -T-1-- _:.------...... ... ' E 3..�.1 1 I 1 I 1 1 1• �' p CID MM. i 1 L.T.1_T_s_1_�T T_�_r..1_r_L..T T ..._ ..:...T.�T 1 _ I .I:::E: •'::::::i::.:::€.........1...I::T::I :::T.::T..1 �� -ram I � 1_ 1 _1....1. _1. ..1....1__1.. .�.-...T- � I 1.1.1.1. r •� ZM 1 .1... . T r r T € T T T r� .. I 1,...1 ....11- 1 1 . 1 : r 1 E 1 314" 2"X 114"STEEL ® � I- 1 1.....T. 1 I 1 1 I 1 € r 1 1 I E . 3. LTY - 1 1 I--T-1..-.:E LT -.....•. ... L..... :::T: . 1. www _ 1 I I 1 I I 1 € 1 1 I I I �.. FET T".` ' € 1 �— r I f T ..I ... ........ 50 T T 1 T 1-µ••1-•• 1.....1... 1 1 [ 1 L [ 1 1 1 L L L T 1 ! L 1 I r ! . :-I--1101 ..I_, -` I- 1 / / FLAT BAR-TYP T:: 17 1-T-T. .. .. .. .......... . 1 T T 1....r....T......1.. ..T T..-r-.-T_...1- T T T- r T T 1:__T . ::1.......1 I::: ' � iNN 1"X 3' CHANNEL ' 1IiIII ' IIf IIIIIIIIIi11 ; 11.. . 1 - :: �:: FRAME STEEL SPECIFY 18' OR 24 PLATFORM TOP VIEW0 0 I r lLr -�M- 1 1 I LADDER PLAN Q �� l WWII "�( {,`h6 `fF - j I T r I..T..I...[._.1... .[......r 7 to ' 4" � .1._f.___i .. ... T_. -'77 1 314 c� o 'sb°ti' E! , I 1 T RUNG O 0 lute"� o , - ... L.r_ --- - -T-1-�r_1..T-ITT...I.......1....11 1 Q 1. T.. I ITT 11 W p v .. ..... � _�.,� 7_1_7..1..7..1_. L.T_L_ ..1.... ..1.. 1 4a ® n s { 1-- r T.. e JimQ Do LLI ,4'' '•'s AT; .. -NA ,4:00'"X., e ? '34°ft ?. 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GED T` �r, , EXISTING \ A4,1 �- - I —- �� - - THE WATERMAN BUILDING LU \ I C 330 \- \ 80 SE MADISON STREET > �+ — c \ '� ® SUITE 430 1- 7"MIN !�� 0 SPACING `` � /� — 601 PORTLAND, OR 97214 -t-- Lu 503-670-0234 o 0 / I FAX 503-670-0235 U LTJ _ - -. � LIJ o 0 o o a bsa@bsaarch.com - E O N> / Q I >r _ _r2'-8" EXTERIOR 0 �T= .', .: \- ELEVATIONS LU U - < TYP % 0 i _ _ _ L -- -- _ EXISTING/ O Q --.--.—.,�--r_ _. . . . : - - - - _ _ I AND DETAILS O U ' Ir -1r �;: II II a QI II u wU' f °' x ILL- I1_ `--1 � .r Il=_ J - - MATCH EXISTING J 1iiiiinPiiiiiiii iiiiiiiiM -2-' •. T 7 Tom-1 7 — Kumisi ......._- ..............._ a w s 0 :Ill ' 1�1-T-i-'T---r i 1 1 7 L': I I 1 I'' -� .s T--' 1 1 1 ,- t.-.2 ... L` .L Y 4 I ....T.. • cn>� t 1 314" DIA. ROUND TUBING r.---------------- / Si EXISTING FIN.FLODWEXISTINGI 1 L-1J STEEL STRINGER WIPP- >1:L:1"--- i j402plIPPIPP- 403 403 203 C 201 • '% 2"X 1/4"STEEL., WALL BRACKET-TYP 401 BEYOND FOREGROUND - FRONT ELEVATION SIDE ELEVATION A 3 • 1 49DETAIL NORTH FRONT ELEVATION ROOFTOP LADDER / SCALE: N.T.S. SCALE: 3/32" = 1'-0" 1:\2019 bra projects\19-123 tigard towne square\19-123.1 ace hardware tigard tawne sq\04 construction documents\19123.1 a3.1 exterior elevations.dwg 111/18/2019 4:05:44 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S-'ANGE ASSOCIATES ARCHITECTS,INC. METAL COPING WITH CLEAT POLYCARBONATE ROOF PANELS CUSTOM GUTTER W/ DOWNSPOUTS 8 i ED �l` RIPPED P.T. PURLIN TRANSLUSCENT ROOF P.T. BLOCKING TRANSLUSCENT ROOF c• R CS,- ROOF MFR. CLOSURE PANELS, SLOPED 1/4:12 MIN — PANELS, SLOPED 5/8:12 MIN4-mm MB ® M1" 4.1a8nm"" (��' �� SELF-ADHERING MEMBRANE, WRAP FROM EDGE OF PURLIN, FLASHING /.N. W THOMAS F,FALLON 0 TO TURN DOWN @ EDGE COPING PLYWD P.T. PURLINS RIPPED P.T. PURLINS RIPPED �� NEW 2X12'S 7---A-(----o SHEET METAL GUTTER LINER TO SLOPE CEMENTITIOUS TRIM TO SLOPE 0! \ \ r NEW TWO PAIRS 2X4'S Z 3/4"P.T. PLYWDNEW EIFS SYSTEM cn,�, NO. 4787 O / SET END BEAM LOWER !\%1- 1_,L__ '- �� y�PORTLANT7,ORcj O COMPENSATE Lti NEW PLYWOODJ/ � �- — SHEATHING ALL SIDES �/ �� //lY" 1 �, - li O F O 1 #"' � � � EIFS SYSTEM �` ' REPLACE ALL EXISTING I \\� . PLYWOOD / • Or- �_ SIGNAGE BY TENANT v SHEATHING ALL SIDES NEW GLB's N 1 ` NEW 2X4 FRAMING • V 1( \ = � / 0 11 1 COMPRESSION SLEEVES '— . CONTRACTOR O L 1 NI> `I { NEW JUNCTION W y V BOX & CONDUIT l • J a w u, if <I % �- O r'1 NEW BLOCKING AT 0) 5 9 = 9 (iity�,�- SIGNAGE ANCHORSE v ar 1> ' =��•*► -TYPICAL0 /,'/ /'/ 4-1/1,„ A4.1 ("0., A !!:RT i 0 O SEALANT W/ ROD ." 1111 GLB ---- � NEW EIFS SYSTEM NEW EIFS SYSTEM EL P. X6 FRAMINGNFENCE SUPPORT EXT. PLYWD RE-BUILT 0 0 0) 8 } BUILT-IN GUTTER SHEATHING GARDEN CENTER SIDE-RETURN 6 GARDEN CENTER SIGNAGE BAND r D i c SCALE: 3" 1'-0" SCALE: 1" 1'-0" SCALE: 1"= 1'-0" ( 1) m VC.) 1 0 V) D E : METAL ROOF — Sr. 0 fis } 4s FULL-HEIGHT SLIDE GATE WRB 0 V? ALIGN BOTTOM OF RAMP 24'OR �!!H!!!!�!• STANDARD MFR. C 0 ^1 '-'4r ♦!!!♦ SHEATHING VJ MORE FROM EDGE OF NEW TRASH �. ♦♦ ♦!!!!!!!*�!!!!♦ 6"CONCRETE SLAB AND RAKE TRIM ENCLOSURE DETERMINE EXISTING ��! ��!!��!♦ ♦!!t♦ !!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!�!!!!!!!!!! I FOUNDATION SEE STRUCTURAL) i pL /11 _ 0) > ELEVATION AND SLOPE 12%- 14%TO 2'-0" !!!jjjj! !!!!!!!` !• !!!! VARIES i . r MEET EDGE OF NEW UPPER SLAB. / .r ♦!!!!!♦ ♦!!!!!!!�!!!!♦ APPROXIMATE LINE OF EXISTING !!!!!!!!!! !!!!!!! !�!!!!! T.O. DECK p WILL BE _ CONSULTOUTSIDE OF THE RANGE SLOPEIN !j!�!jlj�ljlj +►��lj$* 4*! ASPHALT/GRADE TO BE REMOVED �!!!!��!!! �!�!!!!�!!�!!��!!� O U - EITHER DIRECTION ♦!!!!O♦ ♦!!!!!!!� !!!!♦ CONCRETE RAMP AND FOOTING SEE:. TUR I !!!!!!! ♦!!!!!!!! + 4, _e_ II {�-- I } !!!!!!!!!!!!!! !!!!!�!Al• - .N� I ROOF FRAMING • • I T ASPHALT PAVING WHERE _= - A p 0 r CL EXISTING IS DISTURBED/REMOVED • `'"` `' `' U NEW TWO-SIDED ACCESS LADDER 0 0 {/) V) 4 o• X24 4� :4.40 4� i / / FOR CONSTRUCTION ► .•.,:%�•.�•�' ''"' 16-.,-;,...,,:..,14,..,.::::,-...2.' ` \,. *. • \\ \ \ \ I I I II I III I I R I I 1 EXISTING ASPHALT PAVING 1 . .4, +/ /% \ / � • \ / ❑ _ ❑ WITH PLATFORM SEE DETAIL l o _\L / -=\ 1=I 11111E1 f\ \ a \/\\/,�\I��I 1— \/11E111—=111 ❑ • • EXISTING PARAPET WALL AND COPING UCD O 11111111-=- 11E111111----=-111-=N \ /\// I I-1 I—I I ❑ ❑ EXISTING WALL MEMBRANE ' .,,�- -1 1E1 I I=1 I I=1 I=1 11=1 11=1 1 11=,r,\\/\\ \� �I- 11=1 I I— = f CNI Q 1— , i - ,;;;,- 1 1=1 I I=1 I I= 1 1=1 1 1=1 I I=1 11—i 1 1—/ i- L // =1 1 I—I I METAL WALL PANELS \ EXISTING SINGLE PLY ROOFING _ _ =1 1 1=1 1 1=1 1 I=1 1 1=1 1= I =1 1= I �\ •• LI 1 1— I METAL WALL TRIM 400S162-54 Q 16"O.C. EXISTING PLYWOOD DECK •. • ��_ — 111 ,- I AND ROOF FRAMING ANDEXISTING ROOF FRAMING DECK PROJECT NO. 1-1 11- 111-1 1 11 / / I 1 I-1 11-11 I—I 1-1 11-111-111-11 —I 11-111/7 ,., —1 ° 11E1 I I-I 11111I 1.... 11111\�•2 :< I 1 I_1 IF =11 F-111- 111E- 11=111=111-111-111=1 I L 4�I- BOX BEAM W/2-600S162 54 -111-111=111111=111=1 EY .. ..' 41-- 111 -1-1 11-11 1 I-III_ I I I-III-� -I I-�i I-I "--' 1 I- 4 SEE ELEVATION 2 400S162-54 1 11-111=111=1 1— 11=111=< 1 B.O. WALL / ❑ 19 123.1 _II1=111= -a LIIT-1 1 11 I 1 I 1 1 - ❑ EXISTING BATT INSULATION 0 �11 _ DRAWN BY .111—=111E1 — 1 —1 1 1111 I _ TC, TFF SECTION THROUGH DOCK RAMP 4 REAR CANOPY RAKE CHECKED BY : SCALE: 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" _,+ VARIES VARIES TFF, JB T.O. EXISTING DECK r;w: ,+61 T.O. EXISTING DECK V DATE : TAYLOR METAL ,•.... 11.1 1.2019 12 (ROOF MFR.) m:* . REVISION GUTTER 1 (MIN) SAWCUT ,° EXISTING BATT INSULATION I ROOF �: • METAL ROOF HEAD DETAIL �:• . 7 TAYLOR METAL - . GM- 1.' 12 • (ROOF MFR.) ,. HOOK EAVE ISM > • • NEW STRUCTURAL FRAMING - •* 1 5/8 W/ --------............1 / % GUTTER DETAIL • y EXISTING STRUCTURAL BRICK WALL V A VA •. AT NEW WALL OPENING I / �; NEW TRANSLUCENT ROOF PANELS -- L► • 1116 • Vti PH. .: 1411'matt stati sun se sow — STRUCTURAL BLOCKING ��: :. • Ir i - . _ s 1 1 STRUCTURAL FRAMING �•.j =2.��' :' I 1 1 � � A4.1 , _ _ _ _ _ STRUCTURAL COLUMN BEYOND NEW FURRING AND INSULATION :; L ,� _I i II NEW MECHANICAL ♦ = • DUCTWORK , STRUCTURAL HEADER ♦ =3% _., f-H , ' EXISTING CMU WALL 4111111 :�. 17 LH NEW DOOR W EXPANDED Ni ' '7. I JOISTS I 1 I I BSAA ,, I . - NEW FURRING PER PLAN _:• EXISTING PARTIAL HEIGHT • MASONRY OPENING �i I -♦:. NEW STRUCTURAL HEADER ::, GLU LAM BEAMS, SLOPED V.I.F. FURRING BEYOND } w -,�I' ,;►. I J HOLDTO MATCH EXISTING "' ' CHAIN-LINK FENCE . • 4 ARCHITECTURE & PLANNING ' �� Q -•_' COORDINATE WITH PHASE II NOTES: O H c 1` FACADE REMODEL 1. SEE STRUCTURAL FOR CONCRETE BENNER � 1 IIREBAR, INCLUDING TIE-INTO � �' SIM. NEW STOREFRONT EXISTING SLAB. STANGE ASSOCIATES 1 NOTES: 1 ±9'- '-VERIFY TO ACHIEVE 5%MAX 2 A5.1 1. CONCULT W/ ARCHITECT IF / I / ARCHITECTS , INC. I INTERIOR/EXTERIOR SLABS ARE I 4 MORE THAN 1/4"DIFFERENCE IN 1'-6"MAX ' THE WATERMAN BUILDING DOWNSPOUT-TIE INTO EXISTING STORM LINE INFILL W/ CONCRETE, ELEVATION. �' 80 SE MADISON STREET REMOVE PORTION EXISTING SUITE 430 DOWEL INTO INTERIOR AND EXISTING GARDEN LOW WALL ----- BEARING CMU WALL 1 EDGE OF RAMP PORTLAND, OR 97214 L 6'x 8"EDGE PROTECTION EMBED EXTERIOR SLABS _ NEW AUTOMATIC ENTRANCE SEE PLAN FOR 503-670-0234 6"CONCRETE SLAB AND FOUNDATION SEE STRUCTURAL EXISTING FLOOR SLAB �� DOOR EXTENTS OF RAILING FAX 503-670-0235 I ( ) EXISTING FLOOR SLAB 1 AT UPPER LEVEL bsa@bsaarch.com ASPHALT PAVING WHERE EXISTING APPROXIMATE LINE OF EXISTING ASPHALT/GRADE TO BE REMOVED EXISTING MASONRY IS DISTURBED/REMOVED FOR NNN-. FOUNDATION CUT FOR INFILL W/ CONCRETE, ru 11 WALL AND CONSTRUCTION SLOPE NEW SLAB TRANSITION DOWEL INTO INTERIOR AND HANDRAIL FLOOR MOUNTED CANOPY EXISTING ASPHALT PAVING — 1%MIN EXTERIOR SLABS STAINLESS STEEL EXISTING MASONRY EDGE PROTECTION-4"SPHERE SECTIONS �P/•. - • • , •. "• • • �, --f : .�`�/ : :� FOUNDATION CUT FOR 4 SHALL NOT PASS-AT RAMP AND . - � AND DETAILS Ii = NEW SLAB TRANSITION RETURNS ABOVE AT UPPER LEVEL �_ 0 -� L \ \ \ \ \ , \ \ -11F /0; / 0' S" (FIELD VERIFY) / / /\/\/ � / � / \ 1/_\Ij/_/\//\�\�_�\f[I _ 9 1 1 1— / $ FIN. FLOOR \ 1 — 1 `/ / / /\\/\11 -7111=1/1111 // II/' �I 1 � I 1�1— —111-111-1I a -111 •a • b. 0' 0 I I Ili • ` —III— 11-1 1 1I ��I.4 Vii•4i-%° "e , ••/ \ \ \ \ �� f 7 V i1 I-111 111 I I-I 11=1 I I 1 1 1—I 11—/ I I 1 1 1—�1 11— y— —•a —1 1 1 e• •. •I, 1 — _ — / j�/— — — — _ =1 1 I— I — I 1=III1 I I=1 I - , FIN. FLOOR I1I111—I I I I \/\ /\/ —III— I-111-11— 11111 i 11 111 i I I I I I i 11111 111111 I , III—I a EXISTING PLAZA SLAB / �. EXISTING CONCRETE SLAB \ 1111—1 1 1-11111\\ \\ \� 111I 11I 111�1-111----:--1111=/\1=i • -111—=111—=111E111-72 // 6' + .ti /. . 11--=111---=/1/11 I I =I I 1-1 I—i! /• EXISTING CONCRETE SLAB 4 ' ,• . . NEW CONCRETE RAMP 1 I=111-111-1 I�\_ \�\S-I I 3-3 I =I 1- =1 ' • - EXISTING FOUNDATION AND FOOTING .; a • REMOVE PORTION EXISTING I —I 1�1 1 -111=1 I I—III—III—III I I I— • (CUT EXISTING FOUNDATION WALL FLOOR SLABS AT NEW RAMP A4 .AS REQUIRED FOR NEW RAMP SECTION THROUGH REAR CANOPY SECTION THROUGH GARDEN CENTER SECTION THROUGH RAMP SCALE: 1/2"= 1' 0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" • f:\2019 bsa projects\19-123 tigard towne square\19-123.1 ace hardware tigard towne sq\04 construction documents\19123.1 a4.1 sections.dwg 1 11/18/2019 4:17:30 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S.ANGE ASSOCIATES ARCHITECTS,INC, �� SEALANT ' I SEALANT BOTH SIDE �� ,, -ED �r� � BOTH DOOR SCHEDULE G° (Yf INTERIOR I ?, ``// //,-//,/,--/ I I I kT�THOMAS F.FALLON`, (E) MASONRY �,�,: ':: F � = SIZE DOOR FRAME REMARKS WALL i , L1 I L_) L�! r1 HARDWARE -L N O. LOCATION WIDTH HEIGHT THK. GROUP RATING MATERIAL GLASS FINISH MATERIAL FINISH%n I I L [71-- 1 g --�i 11) �� !(� �( I' i - - Ex EXISTING DOOR - iii EXISTING -- -- -- -- -- EXISTING DOOR N.I.C. SEE NOTE 2. %PORN0TLOA.F4N7D87,00R0C) ! - ' J I 1 BI-PART SLIDE STOREFRONT 12-a" 7'8" 01 NONE ALUM. 1 IN/TEMP CLEAR ALUM. CLEAR STANLEY DURAGLIDE 2000 EMERGENCY BREAKOUT / - BACKER ROD WITH 1 112„ (N)FURRING& 'i : �,� SEALANT INSULATION ` I EXTERIOR ( -, (N)STEEL / 2 SINGLE SLIDE STOREFRONT 7'-0" 7'-8" --- 010 NONE ALUM. r1N/TEMP CLEAR ALUM. CLEAR STANLEY DURAGLIDE 2000 (N)STEEL COLUMN / SEALANT COLUMN ( �l INV I ( • 3 MANAGER'S OFFICE DOOR 3' 0" T 0" 1 3/4 05 NONE WOOD NONE BIRCH METAL PAINT TRANSOM (E)MASONRY (N)BRAKE (OMIT AT SIM.) (N)BRAKE WALL STANDLEY DURA GLIDE I 4 STORAGE 3' 0" 7' 0" 1 3/4 06 NONE WOOD NONE BIRCH METAL PAINT -- • n� METAL 2000 SLIDING DOOR METAL J 5 RISER ROOM 3'-0" 7'-0" 1 3/4 07 NONE WOOD NONE BIRCH METAL PAINT -- > ...- W r� ( INTERIOR I I 6 SGL.EXIT DOOR 3.-0" 7-0" 1 3/4 02 NONE HM NONE PAINT HM PAINT 4- MOTION _ ; L ' - 7 DBL. EXTERIOR SVC.DOOR 3`-0" 7'-0" 1 3/4 03 NONE HM NONE PAINT HM PAINT SLAB TRANSITION FLUSH-NO THRESHOLD O MOTION SENSOR i'r . r L . 'r `. ,o, : ,' + ' :: 8 BREAK ROOM 3' 0" T 0" 1 3/4 06 NONE WOOD NONE BIRCH METAL PAINT ((� :i , ' , , I :''; ;,' / ;''' '.:.` i 9 RESTROOM DOOR 3' 0" T 0 1 3/4 04 NONE WOOD NONE BIRCH METAL PAINT - a c- , , , „ o o . . 0 n ` ;. / . '` �'�. -.may 10 RESTROOM DOOR 3'-0" 7'-0" 1 3/4 04 NONE WOOD NONE BIRCH METAL PAINT - a) a `-' ACCESS COVER �" C � �,� r �. = I i ' -� ,/ ,: 11 EXIST EXIT DOOR 3'-0" 7'-0" 08 NONE EXIST NONE PAINT EXIST PAINT VERIFY EXISTING PANIC 0 iR .. , ZN r 0 L._ : 1 11 , / „ ., j. . `; .., '; I EXTERIOR ;'' -' ,' X1 FRONT PAIR GARDEN GATE 6'0" 9.-0" 09 NONE METAL NONE PRE FIN METAL PRE FIN i i . , _ SEALANT I `SEALANT X2 DELIVERY GATE 3'-0" 7'-0" 10 NONE METAL NONE PRE-FIN METAL PRE-FIN -- 0 p -� PLAN VIEW BOTH SIDE SINGLE SLIDE RIGHT BOTH SIDE I (E)MASONRY X3 SLIDING GATE 8'-0" 12'-0" 11 SLIDING GATE-SEE DETAILS -- " 0 0) -I- u WALL 4 SLIDING DOORS X4 SLIDING GATE 6'-0" 12'-0" 11 SLIDING GATE SEE DETAILS SCALE: 3"= 1' 0" X5 TRASH ENCLOSURE DBL GATE 14'0" b'0" 12 SEE DETAILSCYcd n, a W ,,O O PACKAGE WIDTH (BI PARTING) , E SEE PLAN 0 (f 1 L...... 0 v) ..i_ SLIDING j DOOR SCHEDULE REMARK0 S: HARDWARE NOTES: C VVV DOOR SYSTEM rSLIDING DOOR ONLY // ` I EMERGENCY BREAKOUT ` STANGUARD 1. PROVIDE A READILY VISIBLE DURABLE SIGN ON OR 1. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING -"CS > `:: I THRESHOLD ADJACENT TO THE DOOR STATING"THIS DOOR TO REMAIN DEVICES ON DOOR,CABINETS, PLUMBING FIXTURES AND . I / \ I SENSOR UNLOCKED WHEN BUILDING IS OCCUPIED".THE SIGN SHALL STORAGE FACILITIES SHALL HAVE LEVER OR OTHER SHAPE p _ C • / \ I BE IN LETTER NOT LESS THAN 1 INCH HIGH AND A PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND O EXTERIOR I �t - :ILL474..1- INTERIOR / \ DIRECTIONAL L. () .r I I CONTRASTING BACKGROUND.WHEN UNLOCKED,THE NOT REQUIRING GRASPING, PINCHING OR TWISTING TO ` MOTION SENSOR I ' ~ " - EACH SIDE OF DOOR SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH 0 F-- :�_ O i I O L BE FREE TO SWING WITHOUT ANY OPERATION OF ANY EQUIPMENT,OTHER THAN EXTERIOR DOORS,SHALL BE NO U NOTE:SEE STRUCTURAL FOR ! 3 STANGUARD PACKAGE WIDTH (SINGLE SLIDE) LATCHING DEVICE. GREATER THAN FIVE POUNDS FORCE. +�' 7) 2. AT EXISTING DOORS AND EXISTING STOREFRONT 2. ALL NON FERROUS HINGES TO BE STAINLESS STEEL. LL ADJACENT STRONG BACK + a ' ' ENTRANCES: NO SCOPE THIS PERMIT. IF EGRESS UPGRAES 3. ALL DOOR HARDWARE ITEMS TO BE SPECIFIED BY THE DOOR 0 I ',' ' 1,'1 THRESHOLD •' SEE PLAN L. > AND FRAMING INFORMATION SENSOR OR OTHER MODIFICATIONS ARE REQUIRED THEY SHALL BE HARDWARE SUPPLIER AND APPROVED BY THE BUILDING > . - \ COMPLETED DURING THE TENANT IMPROVEMENT FOR THESE OWNER/ARCHITECT. ALL DOOR HARDWARE SHALL MEET 0 0 C.n II`iil SPACES (THESE DOORS ARE IN A SHELL SPACE). REQUIREMENTS PER STATE AND LOCAL BUILDING CODES. O0) S. Y_- . I'M.. _y 8 l V 1 1 DIRECTIONAL \ 7 ‘i I DOOR SCHEDULE GENERAL NOTES: •- ' SEE REFERENCE � I.I "� � � SILL DETAIL (E) FLOOR SLAB MOTION SENSOR = EMERGENCY BREAKOUT O -'� EACH SIDE OF DOOR \\ i\ SLIDINt DOOR ONLY 1. ALUMINUM STOREFRONT ASSEMBLIES TO BE MFR STANDARD I CLEAR ANODIZED COLOR \ r' [1, ') 2. ALL ALUMINUM DOOR ASSEMBLIES TO BE MFR CLASS II PROJECT NO. \ \ I \ I FINISH. 19-123.1 N� i DRAWN BY : - --J DOOR HARDWARE GROUPS AT DOOR PLAN VIEW TC,TFF SLIDING DOOR SLIDING DOOR GROUP OI,ala,olb GROUP 05 GROUP 09 CHECKED BY 0ALL HARDWARE BY DOOR MANUFACTURER. 3 EA IVES 51381 4.5 X 4.5 652 2 EA IVES CONT. HINGE 224XY 628 SCALE: 3"= 1'-0" SCALE: 3I$"= 1'-0" of TO BE KEYED WITH LOCK POSITION INDICATORS AND 1 EA SCHLAGE STOREROOM LOCKSET ND8OTD SPA 626 2 EA VON DUPRIN PANIC LD 9$27-EO LBR 626 TFF, JB RECESSED PANIC HARDWARE,ARMORED STRIKE,SEALS 1 EA FSIC CORE 23-030 626 1 EA SCHLAGE RIM CYLINDER 20-057 ICX 626 DATE : Ola NO KEY,SEALS,ARMORED STRIKE. 1 EA IVES KICK PLATE 8400 10"X 2"LDW B-CS 630 1 EA SCHLAGE FSIC CORE 23-030 626 (STOREROOM SIDE) 2 EA LCN SURFACE CLOSER 4040XP SHCUSH 689 11.11.2019 GROUP 02 1 EA IVES WALL STOP WS406/407CCV 630 2 EA SCHLAGE DOOR CONTACT 679-05HM BLK REVISION : 3 EA IVES 5BB1 HW 4.5 X 4.5 NRP 1 EA DETEX EXIT ALARM EAX-500W 1 I € 1 1 EA ELEC PANIC VON DUPRIN LD-RX-98-EO-ALK 9-VOLT GROUP 06 EXIT ALARM MOUNT ON WALL,ACTIVATED BY DOOR BATTERY WITH HARDWIRED OPTION 3 EA IVES 5BB1 4.5 X 4.5 652 SWITCHES-VERIFY WITH GATE MFG. FOR HARDWARE 1 EA SCHLAGE MORTISE CYLINDER 20-061 ICX 626 1 EA SCHLAGE STOREROOM LOCKSET ND8OTD SPA 626 STANDLEY STANDLEY 1 EA SCHLAGE FSIC CORE 23-030 626 1 EA FSIC CORE 23-030 626 GROUP 10 ./ DURA-GLIDE 2000 DURA-GLIDE 2000 1 EA SURFACE CLOSER 4040XP SCUSH 689 1 EA LCN SURFACE CLOSER 4040 XP REG OR PA AS REQ 1 EA IVES CONT. HINGE 224XY 628 ILi SLIDING DOOR SYSTEM i I SLIDING DOOR SYSTEM 1 EA ZERO RAIN DRIP 11A 689 1 EA SCHLAGE STOREROOM LOCK ND8OTD SPA 626 i' _ Ii 1 EA ZERO GASKETING 488SBK PSA BK 2 EA IVES KICK PLATE 8400 10"X 2"LDW B-CS 630 1 EA SCHLAGE FSIC CORE 23-030 626 EXTERIOR I I INTERIOR ( I EXTERIOR ! I INTERIOR I 1 EA ZERO DOOR SWEEP 819$AA AA 1 EA IVES WALL STOP W5406/407CCV 630 1 EA LCN SURFACE CLOSER 4040XP SHCUSH 689 111111 / _ 1 EA ZERO THRESHOLD 65A-223 THRESHOLD SET 1 EA LATCH PROTECTOR GROUP 07 GROUP 11 O " IN SEALANT 1 lir•� RECESSED THRESHOLD 3 EA IVES 5BB1 4.5 X 4.5 652 1 EA SCHLAGE MORTISE CYLINDER 20-061 ICX 626 EXISTING , i 0 GROUP 03 i EA SCHLAGE STOREROOM LOCKSET ND80TD SPA 62b 1 EA SCHLAGE FSIC CORE 23-030 626 ' , , (E) FLOOR SLAB EXISTING 2 EA IVES CONT. HINGE 224XY 628 1 EA FSIC CORE 23-030 626 ALL OTHER HARDWARE BY DOOR MFG N FILL NE SLAB 1 EA VON DUPRIN PANIC LD-9847-EO 626 1 EA LCN SURFACE CLOSER 4040 XP REG OR PA AS REQ VERIFY CYLINDER TYPE N FLL NEW M.O. 1 EA VON DUPRIN PANIC LD-9847-NL 626 689 0'-0' \ _ 1 , ' II::' n,� I 1 } I, I 0-0 1 EA SCHLAGE RIM CYLINDER 2a-057 ICX 626 2 EA IVES KICK PLATE 8400 10"X 2"LDW B-CS 630 GROUP 12 FIN.FLR. !fi1_.-J1..1.:__-. FIN. FLR. 1 EA SCHLAGE FSIC CORE 23-030 626 1 EA IVES FLOOR STOP F513 626 (CONFIRM DOOR NOT 1 EA SCHLAGE PADLOCK L/CYL-FSIC KS43F3200 606 .- - 2 EA LCN SURFACE CLOSER 4040XP SHCUSH 689 UNDERCUT AND ADJUST AS REQUIRED) 1 EA SCHLAGE FSIC CORE 23-030 626 Vi 2 EA IVES KICK PLATE 8400 10"X2"LDW B-CS 630 GATE MFG TO PROVIDE HINGES,CANE BOLTS,AND EYES _ 2 EA ZERO MEETING STILE 328AA-S AA GROUP 08 FOR PADLOCK »f' »» I 1 EA ZERO GASKETING 488SBK PSA 1 EA ELEC PANIC VON DUPRIN LD-RX-98-EO-ALK 9-VOLT / I I 2 EA ZERO DOOR SWEEP 8198AA AA BATTERY WITH HARDWIRED OPTION ,x1�; 1 EA SCHLAGE MORTISE CYLINDER 20-061 ICX 626 GROUP 04 1 EA SCHLAGE FSIC CORE 23-030 626 3 EA IVES 5BB1HW 4.5 X 4.5 652 ALL OTHER HARDWARE EXISTING 1 EA SCHLAGE FACULTY RR LOCKSET W/OCCUPIED 'I' INDICATOR: L9485T 17A L283-722 626 ----_-" AT MAIN ENTRY AT GARDEN CENTER 1 EA SCHLAGE FSIC CORE 23-030 626 41) SLIDING Q O O R SILL 6 SLIDING DOOR SILL 1 EA LCN SURFACE CLOSER 4040XP REG OR PA AS REQ ARCHITECTURE 8� PLAI�I�11�G 689 SCALE: 3"= 1'-0" SCALE: 3"= 1' 0" 2 EA IVES KICK PLATE 8400 10"X 2"LDW B-CS 6301 EA STOP TBD BENNE R 1 EA ZERO GASKETING 488SBK PSA BK STANGE 1 EA ADA UNISEX RESTROOM SIGN ASSOCIATES ink Alli 6 6 8 ARCHITECTS , INC. VMP MY NOTE NOTE THE WATERMAN BUILDING SIM. 1. GATE AND FRAME TO 1. GATE AND FRAME TO STEEL DOOR STEEL DOOR BE POWDER COATED BE POWDER COATED 80 SE MADISON STREET I / AND FRAME AND FRAME BLACK TO MATCH BLACK TO MATCH SUITE 430 (PAINT EXTERIOR) AND(PAINT EXTERIOR) FENCE AT GARDEN FENCE AT GARDEN PORTLAND, OR 97214 Z, \ - �, - 1 / I , CENTER. CENTER. 503-670-0234 �- -� N. ' FAX 503 670-0235 /i \\ \\ \ / \ \ bsa@bsaarch.com //a c>\\ �\\ 6 \ 6 - / / \ 8 \ 1 ,,� 2"X 2"STEEL TUBE • ., A5.2 \ A5.2 / \ A5.2 " k / : . 'FRAME DOOR (INTERIOR STEEL PLATE SCHEDULE 4 1 / 4 // SIM. / SIM. \ / SIM. / / / A5.1 \\ // ' A5.1 / I / \ \ / / SIDE) and \ / / \ - / / f /1 \ / 1 HEAVY-DUTY CHAIN 7/ HEAVY-DUTY CHAIN DETAILS LINK FENCE AS SCHEDULED LINK FENCING AS SCHEDULED 2 6 7 7 (SURROUNDING FENCING) (SURROUNDING FENCING) A5.1 A5.1 A5.2 A5.2 me mini BI-PARTING SLIDE RIGHT SINGLE DOUBLE 0DOUBLE SLIDING DOOR a SINGLE SLIDING DOOR 0 EXIT DOOR 4 SERVICE DOOR 0 INTERIOR DOOR 6 PAIR SWING GATES 0 SWING GATEA5 • 1 0 DOOR TYPES SCALE: 1/4"= 1'-0" f:12019 bsa projects119-123 tigard town square 119-123.1 ace hardware tigard town sg104 construction documents 119123.1 a5.1 doors and storefront.dwg 111/18/2019 3:41:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S-ANGE ASSOCIATES ARCHITECTS,INC. Mr EQ Mr i EQ9 �'� r�c, THOMAS F.FALLON N-r ("f o FG-A FG-A NO. 4787 Q 1 --N\-- '9 PORTLAND,OR O I 1'''�, O F O�ti z O w > Z w <'cr u_ w U FG-B FG- B FG-B FG-B FG-B < LFG-C FG-C FG-C FG-C > 'IT I...m....... > 3 5 A5.1 •O A5.2 A5 cx LU --/k_ O „.... SIM. FG-B FG-B FG-B FG-B Si. 4 10 0 z z z A5.1 A5.1 n O a z u.: a. > F ,= FG-B x 0) r., < cn LU .4 O • tv w w i 3 (4 6 _ 0 O A5.2 A5.2 (N)BRAKE METAL A5 1 (N)BRAKE META.L EQ EQ EQ EQ — EL EXISTING SEE PLAN EXISTING EXISTING PER DOOR PACKAGE n, .r �/ •SEESCH D , �/ 0 0 33.-6" (VERIFY) (N)BRAKE METAL 26' 1' (V_RIFY) SCHEDULE V.I.F. 0) 'I `I SEE FLOOR PLAN w 'I SEE FLOOR PLAN w' w, J C A B . 0 - 00N STOREFRONT ELEVATIONS 0 �? E 0SCALE: 3/8"= 1'-0" L,. . - -1 SOUND CONTROL ri.v 0 INSULATION WHERE v, i.. 0 INDICATED ON PLAN r EXTERIOR I I INTERIOR I ! FG A STANDARD CLEAR INSULATED GLASS UNIT: 5/8"GYP. BD. �~ 1"THICK UNIT W/ 1/4"CLEAR EXT. LIGHT, 1/2"AIR SPACE, 1/4"CLEAR FRAMING INTERIOR LIGHT. LOW EMISSIVITY COATING ON INTERIOR. [ASTM p _ C (E)MASONRY WALL 1,>-<„,_ )I _ SEE STRUCTURAL E774&E773] U MINIM O �'`x (E)STOREFRONT0 F'-' ,: / ....,. ; 5/8"GYP. BD. FG B TEMPERED CLEAR INSULATED GLASS UNIT: - `� , ,,z:, .. �/ 1"THICK UNIT W/ 1/4"CLEAR TEMPERED EXT. LIGHT, 1/2"AIR SPACE, 1/4" a SEALANT 1/2" CLEAR TEMPERED INTERIOR LIGHT. LOW EMISSIVITY COATING ON r:, ,,,---" .)1 I SEALANT INTERIOR. [ASTM E774 AND E773] Iliwoww 1 /r ,Tx,-..<ii (E)COLUMN 1 _ STEEL FRAME ® TEMPERED TEMP GLASS: 0 0 Cl) V) t, ,1 1/4"CLEAREKED Q 1 - -EL--.- y„, 11 - i 1 � (N)BRAKE METAL \� cN 0 C3) Q N SEALANT 1 �O ALUM.STOREFRONT SYSTEM - ALUMINUM DOOR EXTERIOR ( \�,�,, I INTERIOR SYSTEMSTOREFRONT SEE SCHED. PROJECT NO. - / 19-123.1 ALIGN WITH y / . . DRAWN BY : - (E)STOREFRONT IF - A i TC,TFF CHECKED BY : s INTERIOR TFF, JB STOREFRONT STOREFRONT HEAD MULLION AT COLUMN DOOR JAMB (HEAD SIM.) DATE SCALE: 3"= 1'-0" SCALE: 3"= l'-0" SCALE: 3"= 1'-0" 11.11.2019 REVISION : It J -:,,,, , I EXTERIOR I I INTERIOR I (E) MASONRY II WALL ICTNI L` J( BACKER ROD I ,' (N)FRAMING T< WITHSEALANT tI I \ DRIP ( I , ALUM.STOREFRONT N _ �_ Q I �� /// /// .\ SYSTEM et "' }.-- z 1 1/2" w ,_„, (N)EXTERIOR = FINISHED74 H---- - U DOOR SEALANT r� 1_ SEALANT (N)FENCE BEYOND I EXTERIOR 1 I INTERIOR I ALUM.STOREFRONT ---------------w- SYSTEM 1i Ei EXTERIOR AT GARDEN CENTER ellSTOREFRONT MULLION b DOOR HEAD (JAMB SIM.) STOREFRONT HEAD ARCHITECTURE & PLANNING SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" B EN N ER STANGE ASSOCIATES . ARCH ITECTS , INC. EXTERIOR I I INTERIOR I I I EXTERIOR I I INTERIOR I THE WATERMAN BUILDING A I 80 SE MADISON STREET SUITE 430 DOOR PORTLAND, OR 97214 SUB SILL FLASHING (N)FENCE BEYOND 503-670-0234 ALUM.STOREFRONT SYSTEM-SET IN SEALANT bsa@bsaarch.com FAX 00DOOR SWEEP Al SYSTEM FLOOR SLAB THRESHOLD W/ INFILL AT ALUM.STOREFRONT WEATHERSTRIP NEW M.O. SYSTEM -- vz SEALANT SET 1N CONT. BED OF STOREFRONT SLOPE SEALANT SEE ELEVATION = ti a n d 0'-0" T.O. MASONRY ` SEE SLOPE WINDOW FIN. FLR. PLAN f , .:': /� !' / FIN. FLR. / �- _ _ (E)LOWER BRICK WALL �' // DETAILS �. - / ., J , EXISTING PLAZA / -,---- 1 EXISTING FLOOR 1 - SLABA5 . 2 EXTERIOR AT GARDEN CENTER STOREFRONT SILL DL)L)t< I f tsh(Lu STOREFRONT SILL 4- SCALE: 3"= 1' 0" SCALE: 3"= 1'-0" 1 O SCALE: 3"= 1'-0" f:12019 bsa projects\19-123 tigard town square\19-123.1 ace hardware tigard town sq\04 construction documents\19123.1 05.1 doors and storefront.dwg 1 11/1$/2019 3:41:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER S ANGE ASSOCIATES ARCHITECTS,INC. FINISH LEGEND: ROOM FINISH SCHEDULE S ,,ED AR (EXISTING) EXISTING FINISHES TO REMAIN EXP EXPOSED NO. ROOM NAME FLOORING BASE WALL CEILING REMARKS C�~ �� 41 THOMAS F.FALLON 0 • 101 LOWER SALES CONC-1 VWB PT-_ PT-1 / EXP �,y� •A CONC-i CLEAR SEALER o �• �G CONC-2 NEW BROOM FINISHED (EXTERIOR) 102 UPPER SALES 1 CONC-1 VWB PT-_ PT-1 / EXP v, Z r3 NO. 4787 O - VINYL-1 ARMSTRONG CORLON, SUBMIT COLORS FOR 103 MANAGER'S CONC-1 VWB PT-_ PT-1 / EXP 7 PORTLAND,OR cy SELECTION. OFFICE .0.)"„ "(t.) 104 STORAGE CONC-1 VWB PT-_ PT-1 /EXP Q F O VWB 4"BLACK VINYL WALL BASE (DO NOT INSTALL 105 RISER ROOM CONC-1 VWB PT-_ PT-1 J EXP BEHIND FIXTURES (SEE TENANT FIXTURE PLAN) 106 SERVICE AREA CONC 1 I VWB FRP/PT-_ PT-1 / EXP FRP EXTENTS SHOWN ON PLAN FRP WHITE FIBERGLASS REINFORCED PLASTIC PANELS TO 48"AFF 107 EMPLOYEE ROOM CONC-1 VWB FRP/PT- ACT-1 FRP TO 48"A.F.F., OMIT ON WALL WITH DOOR • n, 108 RESTROOM VINYL-1 I COVE FRP/PT_ PT-1 /GYP BD FRP TO 48'A.F.F.ALL WALLS > •— VJ PT-1 BENJAMIN MOORE M53 LATEX FLAT WHITE PT-2 ACETM C31-5 GLEEFUL GREEN 109 RESTROOM VINYL-1 COVE FRP/PT- PT-1 /GYP BD FRP TO 48"A.F.F.ALL WALLS Q PT-3 ACETM D39-4 DREAM WEAVER COVERED EXTERIOR L PT-4 ACETM D20-4 COPLEY SQUARE X01 SALES (EXISTING) -- PER ELEVATIONS EXP PT-5 ACETM D24-4 CANYON DUST c 0 X02 COVERED EXTERIOR CONC-2 - PER ELEVATIONS EXP Q ACT-1 WHITE-24"X48"ACOUSTIC CEILING TILES DELIVERY c3) a FINISH NOTES: E T o 1. PROVIDE WATER-RESISTANT 5/8"GYP. BOARD AT 0O L RESTROOM WALLS AND WITHIN 48"OF EMPLOYEE MILLWORK AND BEHIND FRP LOCATIONS IN -0 ...1., a. SERVICE AREA. 0 2. EXISTING AND NEW INTERIOR DOORS, FRAMES, AND 0 0 0) . TRIM TO BE PRIMED AND FINISHED WITH SEMI GLOSS i:--• ENAMEL;COLOR TO BE DETERMINED BY TENANT FROM ABOVE SELECTIONS. V) (3" /"� 3. WHERE ROOF STRUCTURE IS EXPOSED, WALL PAINT C ) il 0 SHALL TERMINATE AT BOTTOM OF ROOF JOISTS AND (ll CEILING PAINT (SEE NEXT NOTE) SHALL EXTEND ; DOWN TO BOTTOM OF JOISTS. DE 4. PAINT ALL EXPOSED SALES AREA CEILING M -a v) COMPONENTS INCLUDING JOIST, DECKING, f��jl ›..,-- -1—,„ ELECTRICAL WIRING, HVAC EQUIPMENT WITH0 ..,,, BENJAMIN MOORE M53 LATEX FLAT WHITE C 0 ^, DRYWALL COATING. VJ 5. VERIFY FINAL COLOR SELECTION WITH TENANT. r \ ID 0C-±- o —0 I— .4-=Iogr o0 v-) v, NOTES O L 1. SEE A0.1 ANSI/ADA REQUIREMENTS FOR ALL (.) CD 0 DIMENSIONS OF FIXTURES, EQUIPMENT U.N.O. 2. PROVIDE BLOCKING FOR ALL ACCESSORIES AND < ;— '�O I EQUIPMENT �— 3. GYP. BD. FOR RESTROOM INTERIOR WALLS AND WITHIN 48"OF BREAK ROOM MILLWORK TO BE 5/8" PROJECT NO. TYPE'X', WATER RESIST.GYP. BD. 4. GYP. BD. FOR RESTROOM CEILINGS TO BE 5/8" 19-123.1 a FIRECORE TYPE'C', WATER RESIST.,SAG RESISTANT GYP. BD. DRAWN BY : 5. ACCESSORIES SHOWN MAY NOT BE PROVIDED IF TC,TFF NOT REQUIRED BY CONTRACT. PROVIDE BLOCKING IN WALL FOR FUTURE INSTALLATION. CHECKED BY : TFF,J8 1 DATE : UPPER WALL CABINETS PAINTED WALLS PLAM WALL & 11.11.2019 WHERE OCCURS PER SCHEDULE -- BASE CABINETS REVISION : PLAM BACKSPLASH /I- P-LAM FINISHED `` ,' `s• ,' `� �` `` COUNTERTOP P-LAM FACED SPLASH -' '� �` 'I \` ' 6"MAX DEPTH SINK BASIN �� / � �/ N BLOCKING-TYP ¢ ` 0, ` • z 3/4" H.D. PARTICLE BOARD 'LIN'. --Ti- - zMIMI W/ P-LAM FINISH .�' i ? = = — __ _, , • REMOVABLE "-r- ( I_ x— — --1 ` �� — 3/4"H.D. PARTICLE BOARD w PROTECTION BOARDEXPOSED SIDES W/ P-LAM PER KNEE/TOE SHAPET� [306A�] & [306.,3} — if%.\-\----------- -- FINISH TO MATCH zn -_ .. :\MILLWORK _ cv _ _ Wit.` ;.::;::><,.>,; ;;::<::>::::::.....:.;.r RI a iiii II 1.i • \ REMOVABLE PLAM rims REFRIGERATOR ` COVER FIN. FLR. ( BY TENANT �, VERIFY W/ 3'-0" PAINTED WALL .:: ...........A..:.::.:: ....:.. TENANT �� BEYOND 4 WALL BASE BEYOND ®A SINK BASE NW KITCHEN SINK DETAIL BREAK ROOM ELEVATION ARCHITECTURE & PLANNING 4 SCALE: 3/4" = 1'-0" SCALE: 3/8"= 1'-0" B E N N ER STANCE ASSOCIATES ARCHITECTS , INC. PAINTED WR PAINTED WR THE WATERMAN BUILDING GYP BD GYP BD 80 SE MADISON STREET SUITE 430 ADA GRAB ADA WATER BABY CHANGING i BABY CHANGING PORTLAND, OR 97214 BARS / CLOSET STATION STATION r ADA GRAB 503-670-0234 BARS FAX 503-670-0235 SOAP DISP SEAT COVER SOAP DISP 4 bsa@bsaarch.com MIRROR DISPENSER GRAB .../- MIRROR \ ADA CLOSETATER BARS GRAB FINISH ADA LAV BARS ADA LAV / DISPENSSEAT ER SCHEDULE • i3 l and - gib % i - E �� u �1�:\ INTERIOR o J -=_ _ DETAILS „ 4 �' 2'-0" I ® I 2'-3" 2'-0" I � i� 2.-0" MIN / 24 MIN 7 , 1 �� l1 /> �� INSULATE DRAINS \� NEW FRP 1„,„71- INSULATE DRAINS �� NEW FRP & HW PIPES / NEW VWB / NEW VWB - 1—Fi , & HW PIPES TP \..1( NEW FRP & VWB TP DISPENSER DISP — TP DISP ELEVATION'A' ELEVATION'B' ADA WATER CLOSET ELEVATION 'C' ELEVATION 'D' ELEVATION 'E' ELEVATION 'F' A 7 • 1 . .. RESTROOM ELEVATIONS SCALE: 1/4"= 1'-0" f:\2019 bsa projects\19-123 tigard towne square\19-123.1 ace hardware tigard towne sq\04 construction documents\19123.1 a7.1 interiordetails.dwg 1 11/11/20198:20:11 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER dTANGE ASSOCIATES ARCHITECTS,INC. _ 0-Th ilk 1 pimiN i 1 ill .401""b, i 4 All 1 40.10mm LiP7 A i i llarallawa itimall 4--- 1-1-- -,--.tr- j i ' - _ - fi--w-#' AP— © 4itii# \ f :': :' .fr N 1 i 4\i i 1 i Is „e / a ono, - . L 1 ilimmmmm iftwwwww -1 -.. -A--....0- iiii. 1 , i IL ilifteminer_ FROELICH ENGIN EER X54 t""'�+� 17700 SW Upper Boones Ferry Rd. TI 7 IA' 81 "' Suite#115 1 Portland, Oregon 97224 3 3 Office: (503)624-7005 . r T Portland, OR. I Bend, OR. I Denver, CO., froel ich-eng ineers.com TIGARD, OR PERMIT SET - 11-11-2019 � . . > 1, Vii STRUCTURAL SHEETS: SHEET SHEET TITLE NUMBER SO.1 COVER SHEET SO.2 GENERAL STRUCTURAL NOTES HARSH S0.3 GENERAL STRUCTURAL NOTES & INVESTMENT SPECIAL INSPECTION TABLE S1.1 FOUNDATION PLAN PROPERTIES S1.2 ROOF FRAMING PLAN S3.1 ELEVATIONS PORTLAND, OR S5.1 FOUNDATION DETAILS S5.2 FOUNDATION DETAILS S7.1 FRAMING DETAILS S7.2 FRAMING DETAILS STRUCTURAL SYMBOLS / LEGEND: " INCH DBA DEFORMED BAR ANCHOR HAS HEADED ANCHOR STUD OD OUTSIDE DIAMETER THK THICK - - INDICATES FOOTING TYPE, REF SCHEDULE. # NUMBER,POUND DBL DOUBLE HC HOLLOW CORE OH OVERHEAD THRD THREADED cr XX & AND DEFL DEFLECTION HCP HOLLOW CORE PLANK OPNG OPENING TOB TOP OF BEAM FEET DEMO DEMOLITION HDD HEADED ANCHOR STUD OPP OPPOSITE,OPPOSITE HAND TOC TOP OF COLUMN,TOP OF CURB -INDICATES STRUCTURAL COLUMN STARTING AT THIS LEVEL. @ AT DEPT DEPARTMENT HDR HEADER OSWJ OPEN WEB STEEL JOIST TOF TOP OF FOOTING REF COLUMN SCHEDULE. 17 (E) EXISTING DET DETAIL HEX HEXAGONAL TOJ TOP OF JOIST W (N) NEW DF DOUG FIR(DOUGLAS FIR) HM HOLLOW METAL PIL PORPERTY LINE TOL TOP OF LINTEL,LANDING 0 -INDICATES COLUMN ABOVE O DIA DIAMETER HORIZ HORIZONTAL PAF POWDER ACTUATED FASTENERS TOL TOLERANCE AB ANCHOR BOLT DIAG DIAGONAL HSS HOLLOW STRUCTURAL SHAPE PC PRECAST TOP TOP OF PIER,TOP OF PLATE r--a `_ . -INDICATES COLUMN BELOW ACI AMERICAN CONCRETE INSTITUTE DIAPH DIAPHRAGM HT HEIGHT PCF POUNDS PER CUBIC FOOT TOPV TOP OF PAVEMENT r , ' ADD ADDENDUM,ADDITION DIM DIMENSION HVAC HEATING,VENTILATION,AIR CONDITIONING PERF PERFORATE,PERFORATED,PERFORMANCE TOS TOP OF SLAB,TOP OF STEEL v //// ////# - INDICATES STRUCTURAL BEARING WALL W 111 ADJ ADJUST,ADJUSTABLE DKG DECKING PERIM PERIMETER TOW TOP OF WALL I- AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL DL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PERIM PROFESSIONAL ENGINEER TRANS TRANSVERSE :;;,;,;;,; ;:. - INDICATES SHEAR WALL. z AFF ABOVE FINISH FLOOR DWG DRAWING ICF INSULATED CONCRETE FORMS PERP PERPENDICULAR TRANSL TRANSLUCENT ALT ALTERNATE DWGS DRAWINGS ID INSIDE DIAMETER PL PLATE TYP TYPICAL " " "i - INDICATES CONCRETE WALL t ' ' ALUM ALUMINUM DWL DOWEL IN INCH,INCHES PLF POUNDS PER LINEAL FOOT + i - INDICATES ARCH WALL LL APPROX APPROXIMATELY INFO INFORMATION PLWD PLYWOOD UNO UNLESS NOTED OTHERWISE Z < m ARCH ARCHTECTURE EIFS EXTERIOR INSULATED FINISH SYSTEM INSP INSPECTION PNL PANEL UTIL UTILITY W- - INDICATES BEARING WALL 3%: 3: i-- 5 ASTM AMERICAM SOCIETY FOR TESTING AND MATERIALS ELEV ELEVATOR INSUL INSULATION PREFAB PREFABRICATED (1) AVG AVERAGE ENGR ENGINEER INT INTERIOR PREFIN PREFINISHED VERT VERTICAL H- -INDICATES HEADER TYPE, REF HEADER SCHEDULE. O Q AWS AMERICAN WELDING SOCIETY EOR ENGINEER OF RECORD PSF POUNDS PER SQUARE FOOT VFY VERIFY I- Et x EQ EQUAL JST JOIST PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD B- -INDICATES BEAM TYPE, REF BEAM SCHEDULE. _ BALC BALCONY EQPT EQUIP JT JOINT,JOINTS PSL PARALLEL STRAND LUMBER U N BD BOARD ES EACH SIDE PT PRESERVATIVE TREATED,POST-TENSIONED WI WL- - INDICATES LINTEL TYPE. REF. SCHEDULE. D I I`' ITH < BEV BEVEL EW EACH WAY K KILOPOUND(1000 POUNDS) W/O WITHOUT J#@ XX"OC -INDICATES JOIST TYPE AND SPACING, REF PLANS&JOIST FRAMING Q W O >•--SCHEDULE. V to CD BKR BACKER EXIST EXISTING KIP KILOPOUND(1000 POUNDS) QTY QUANTITY WD WOOD O ft BLDG BUILDING EXP EXPANSION VHF WIDE FLANGE(STRUCTURAL STEEL) ....4v -INDICATES DIRECTION DECK OR SHEATHING TO SPAN. Q "' 0 CO H BLK BLOCK EXPO EXPOSED L ANGLE,LEFT,LENGTH RAD RADIUS WR WATER RESISTANT,WATER RESISTIVE BLKG BLOCKING EXT EXTERIOR LAM LAMINATE,LAMINATED RCP REFLECTED CEILING PLAN WS WATERSTOP S - INDICATES ELEVATION. BM BEAM LAT LATERAL RD ROOF DRAIN WT WEIGHT BOC BOTTOM OF CURB F OF F FACE TO FACE LB POUND REF REFERENCE WWF WOVEN WIRE FABRIC -m* � - INDICATES DIRECTION TIMBER TO SPAN. PERMIT BOT/BTM BOTTOM FAB FABERICATIONS/FABRICATED LF LINEAL FEET,LINEAR FOOTAGE REINF REINFORCED,REINFORCING 4�/('� - INDICATES KEYED NOTE. SET BOW BOTTOM OF WALL FB FLAT BAR LIN LINEAR REQ REQUIREMENTS,REQUIRED BP BASE PLATE FDTN FOUNDATION LIN FT LINEAL FEET,LINEAR FOOTAGE REQ'D REQUIRED !77,„,, - INDICATES CHANGE IN SLOPE. BRDG BRIDGE,BRIDGING FE FROELICH ENGINEERS LL LIVE LOAD REV REVISION BRG BEARING FF FINISH FLOOR LLH LONG LEG HORIZONTAL RO ROUGH OPENING 7� -INDICATES STEP IN ELEVATION. BRK BRICK FFE FINISH FLOOR ELEVATION LLV LONG LEG VERTICAL REV DATE ISSUE TITLE BSMT BASEMENT FIN FINISH INTL LINTEL SCHED SCHEDULE -INDICATES MECHANICAL UNIT. BU BUILT-UP FLR FLOOR LONG LONGITUDINAL SE STRUCTURAL ENGINEER XX PSF -INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE FOC FACE OF CONCRETE LSI LAMINATED STRAND LUMBER SECT SECTION •�w.* . i . PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS CEM CEMENT,CEMENTITIOUS FOF FACE OF FINISH LT WT LIGHTWEIGHT SF SQUARE FEET XX.-XX" FOR LOAD&EXTENT. CGS CENTER OF GRAVITY OF STRAND FOM FACE OF MASONRY LVL LAMINATED VENEER LUMBER SGL SINGLE CIP CAST IN PLACE FOS FACE OF STUD SHT SHEET : 1 1 1 1 1 H :-INDICATES ROOF OVERFRAMING. REF DETAIL XX/SXXX. CJ CONTROL JOINT FR FIRE RATED,FIRE RESISTIVE MANUF MANUFACTURER,MANUFACTURED SHTG SHEATHING PROJECT MANAGER: SNF CJ -INDICATES COLD JOINT, REF DETAIL XX/SXXX CL CENTER LINE FRM FRAMED,FRAMING MAX MAXIMUM SIM SIMILAR DESIGNER: NKL CLG CEILING FRT FIRE RETARDANT TREATED MB MACHINE BOLT SIMP SIMPSON STRONG TIE --INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF DRAWN BY: CLR CLEAR FT FOOT,FEET MECH MECHANICAL SL SNOW LOAD SHEAR WALL SCHEDULE ON SXXX PROJECT NO: 19-T198 CMU CONCRETE MASONRY UNIT FTG FOOTING MEZZ MEZZANINE SOG SLAB ON GRADE ''r--INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE ON SXXX COL COLUMN FURRG FURRING MFR MANUFACTURER,MANUFACTURED SPEC SPECIFICATION,SPECIFICATIONS DATE: 11/13/19 COMP COMPOSITE,COMPENSATION FUT FUTURE MIN MINIMUM SQ SQUARE SCALE: AS SHOWN CONC CONCRETE MISC MISCELLANEOUS SS STAINLESS STEEL COND CONDITION GA GAUGE MTL METAL STD STANDARD CONN CONNECTION GALV GALVANIZED MUL MULLION STIFF STIFFENER SHEET TITLE: CONSTR CONSTRUCTION GC GENERAL CONTRACTOR STL STEEL COVER SHEET CONT CONTINUOUS GEN GENERAL N NORTH STRUCT STRUCTURAL CORR CORRIDOR GL GLU-LAMINATED NIC NOT IN CONTRACT SUSP SUSPENDED CTR CENTER GLB GLU-LAMINATED BEAM NO NUMBER SYM SYMMETRICAL CTRL CONTROL GND GROUND NOM NOMINAL CTSK COUNTERSINK GR GRADE NTS NOT TO SCALE T&B TOP AND BOTTOM CU CUBIC GYP GYPSUM T&G TONGUE AND GROOVE CUST CUSTOM GYP BD GYPSUM BOARD OC ON CENTER TAN TANGENT SHEET NUMBER: soul SCOPE OF WORK FOUNDATIONS: CONCRETE ACCESSORIES: 16. PROVIDE ONE#5 FOR SINGLE LAYER. AND TWO#5 FOR DOUBLE LAYER REINFORCING. 4'-0' LONG. DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. THESE DRAWINGS ARE FOR TENANT IMPROVEMENTS IN AN EXISTING CMU WALL AND STRUCTURAL 1. FOUNDATION SIZES ARE BASED UPON AN ASSUMED MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE = 1500 PSF 1. DEFORMED BAR ANCHORS (D.B.A.)SHALL BE NELSON TYPE D2L(ICC ESR-2907)OR APPROVED EQUAL. BRICK BUILDING WITH A WOOD FLEXIBLE DIAPHRAGM. (4) NEW OPENINGS IN THE EXISTING WALLS FOR BEARING ON NATIVE SOILS/COMPACTED FILL. 17. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS, WALL INTERSECTIONS, AND 2. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856)OR APPROVED EQUAL. FOR BARS IN SMALL WALL SECTIONS. ARE TO BE ADDED AND REINFORCED WITH NEW STEEL BEAMS AND COLUMNS.A NEW LIGHT 2. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL FREE OF ORGANIC MATTER OR FRAMED CANOPY IS TO BE ADDED AT THE REAR OF THE BUILDING, A NEW FREE STANDING TRASH ENGINEERED FILL. 3. HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH THE 18. AT LOCATIONS WHERE BEAMS, JOISTS, OR SLABS ABUT A WALL OR COLUMN, TERMINATE ALL TOP REINFORCEMENT INTO ENCLOSURE WILL BE ADDED AT THE REAR OF THE BUILDING.A NEW SET OF EGRESS STAIRS WILL MANUFACTURER'S STANDARD EQUIPMENT AND IN ACCORDANCE WITH THE ASSOCIATED ICC REPORTS. THE WALL OR COLUMN WITH A STANDARD 90 DEGREE HOOK THAT IS EMBEDDED TO WITHIN TWO INCHES OF THE OPPOSING BE ADDED AT THE REAR OF THE BUILDING. AN EXISTING CLOTH CANOPY AT THE FRONT OF THE 3. ALL FOOTINGS SHALL BE A MINIMUM OF 12"BELOW FINAL GRADES. FACE OF THE WALL OR COLUMN. EXTEND ALL BOTTOM REINFORCEMENT INTO THE WALL OR COLUMN TO WITHIN 2-INCHES BUILDING IS TO BE RESTORED AND COVERED WITH NEW TRANSLUCENT ROOFING MATERIAL. 4. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. OF THE OPPOSING FACE OF THE WALL OR COLUMN. FROELICH 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS TO NEAT LINES EMBEDDED ITEMS SHALL NOT BE LOADED. NOR SHALL WELDS BE APPLIED. FOR A MINIMUM OF 7-DAYS AFTER CASTING OF AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE. 19. PROVIDE#5 CARRIER BAR AT 3'-0"MAX SPACING FOR ALL SLAB. JOIST.AND WALL REINFORCING NOT SUPPORTED BY OTHER F N ' I N E E R S TRANSVERSE REINFORCEMENT. 17700 SW Upper Boones Ferry Rd. GENERAL: 5 ENGINEERED FILL SHOULD BE COMPACTED IN HORIZONTAL LIFTS NOT EXCEEDING 12 INCHES. ENGINEERED FILL 5. APPROVED POST-INSTALLED ANCHORS ARE AS FOLLOWS: Suite#115 SHALL CONSIST OF 3/4"MINUS CLEAN. WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. 20. PROVIDE TWO#5 STIRRUP CARRIER BARS IN ALL BEAMS AND JOISTS CONTAINING STIRRUPS.WHERE STIRRUPS ARE NOT Portland, Oregon 97224 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED ENGINEERED FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AS OBTAINED BY ASTM D698 SUPPORTED BY REINFORCING DETAILED OR SCHEDULED IN THE STRUCTURAL DRAWINGS. TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, MECHANICAL,AND ELECTRICAL Office. (503)624-7005 STANDARD PROCTOR. DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM APPROVED POST-INSTALLED CONCRETE ANCHORS 21. PROVIDE"CORNER" BAR AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE, NUMBER AND Portland, OR. I Bend, OR. I Denver, CO. THE ENTIRE SET OF CONTRACT DOCUMENTS(INCLUDING THE PROJECT SPECIFICATIONS)INTO 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO 1-0" SPACING TO HORIZONTAL REINFORCING. SIZE CORNER BAR TO PROVIDE A FULL LAP WITH HORIZONTAL REINFORCEMENT froelich-engineers.com TYPE ANCHOR ICC REPORT THEIR WORK. VERTICAL STEPS. ON EACH LEG. 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT 7. GROUND ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT LEAST 5%SLOPE FOR SIMPSON TITEN HD ICC ESR-2713 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. A MINIMUM DISTANCE OF 10 FEET FROM THE BUILDING. NOTIFY EOR IF CONDITIONS VARY. CONCRETE SCREW DEWALT SCREW-BOLT+ ICC ESR 3889 REINFORCED CLAY MASONRY: ,clAY `. 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE CONCRETE: 1. HOLLOW CLAY MASONRY UNITS SHALL COMPLY WITH ASTM C652. GRADE SW. . TYPE HBX. GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. HILTI KWIK HUS EZ ICC ESR-3027SOF ! r 1. ALL CONCRETE WORK SHALL CONFORM TO"ACI 318--BUILDING CODE REQUIREMENTS FOR STRUCTURAL 4 R . 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. SIMPSON SET-3G ICC ESR-4057 2. ASSEMBLIES SHALL HAVE MINIMUM COMPRESSIVE STRENGTHS AS INDICATED IN THE TABLE BELOWAND AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO IBC SECTION 2105. 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, UNLESS EPDXY ADHESIVE DEWALT PURE110+ ICC ESR-3298 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS 3. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN NOTED OTHERWISE, AND SHALL BE AS FOLLOWS: HILTI HIT-RE 500V3 ICC ESR 3814 THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF 4. PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS MASONRY ASSEMBLIES SUCH THAT THE DISTANCE BETWEEN QUESTIONS QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED. NOTIFY THE SIMPSON AT-XP IAPMO UES ER-263 JOINTS DOES NOT EXCEED THE LESSER OF A LENGTH-TO-HEIGHT RATIO OF 1.5 OR 25-FEET. REFERENCE ARCHITECT/ENGINEER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. CONCRETE STRENGTHS ARCHITECTURAL DRAWINGS FOR THE LOCATION OF EXPANSION JOINTS. •A\r� ACRYLIC ADHESIVE DEWALT AC200+ ICC ESR-4027 - CODE REQUIREMENTS: WATER - DESCRIPTION f'c(PSI) CEMENT RATIO ENTRAINED AIR OTHER HILTI HY 200 ICC ESR-3187 1_ CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE (0550), BASED UPON THE 2012 CLAY MASONRY ASSEMBLY STRENGTH INTERNATIONAL BUILDING CODE (IBC). BY WEIGHT SIMPSON STRONG-BOLT II ICC ESR-3037 rm (PSI) BLOCK STRENGTH (PSI) GROUT STRENGTH (PSI) MORTAR FOOTINGS 3,000 0.55 2%+1- 1.5% EXPANSION DEWALT POWER STUD + SD2 ICC ESR-2502 HARS H 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI, ASTM. ETC.) SHALL BE FOR THE 1,500 3,350 2,000 TYPE M OR S EDITIONS NOTED IN CHAPTER 35 OF THE IBC. INTERIOR SLAB-ON-GRADE 4,000 0.50 N/A FLY ASH HILTI KWIK BOLT-TZ ICC ESR-1917 EXISTING CONDITIONS: EXTERIOR SLAB-ON-GRADE 4,000 0.50 6%+1- 1.5% FLY ASH NOT 2,000 4,950 2,000 TYPE M OR S 1. ALL EXISTING CONDITIONS, DIMENSIONS. AND ELEVATIONS SHALL BE FIELD VERIFIED. THE NOTES, ES: 2,500 6,600 2,500 TYPE M OR S INVESTMENT CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM A. ANCHOR LOCATIONS AND REQUIREMENTS SHALL CONFORM TO THOSE NOTED SPECIFICALLY ON THE STRUCTURAL 3.000 8,250 3,000 TYPE M OR S PROPERTIES CONDITIONS SHOWN ON THE DRAWINGS. A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH DRAWINGS.ALL OTHER LOCATIONS REQUIRE PRIOR APPROVAL_ 2. ALL EXISTING FIELD CONDITIONS ARE TO BE VERIFIED BY CONTRACTOR. IF ANY OF THESE CONDITIONS MOISTURE SENSITIVE FLOOR COVERINGS. DEVIATE FROM THAT SHOWN ON THE DRAWNINGS ENGINEER OF RECORD IS TO BE NOTIFIED AND B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT CONFORMING TO ASTM B. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC REPORT AND MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 5. PREPARATION. CONSTRUCTION.AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 MODIFCATIONS TO THESE CONSTRUCTION DOCUMENTS SHALL BE COORDINATED TO ADDRESS THESE C150 FOR TYPE I. OR TYPE II. DEGREES F(4.4 DEGREES C))OR HOT WEATHER(TEMPERATURE ABOVE 90 DEGREES F(32.2 DEGREES C))SHALL CONDITIONS AT OWNER/CONTRACTORS EXPENSE. FROELICH ENGINEERS SHALL BE HELD HARMLESS C. REINFORCEMENT SHALL NOT BE CUT IN NEW. OR EXISTING CONCRETE DURING INSTALLATION OF POST-INSTALLED CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. WITH REGARD TO CONDITIONS THAT DEVIATE FROM PROVIDEDAS-BUILTS. C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. ANCHORS PORTLAND, OR DESIGN CRITERIA: D. COLUMNS THAT ARE AN INTEGRAL PART OF A WALL SHALL HAVE CONCRETE STRENGTH AS REQUIRED D. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL, OR HOT-DIPPED GALVANIZED. FOR COLUMNS. REINFORCED CONCRETE MASONRY: 1_ DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO E. SHRINKAGE RATE, AS DETERMINED BY ASTM C157, OF CONCRETE SHALL NOT EXCEED 0.045%AT 28 DAYS. THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, WITH LIVE 1 CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM 090. SAMPLED AND TESTED IN ACCORDANCE WITH LOADS (LL) REDUCED IN ACCORDANCE WITH THE IBC: USE A SHRINKAGE REDUCING ADMIXTURE TO ACHIEVE THIS VALUE. IF REQUIRED. 6. ADHESIVE ANCHORS SHALL BE INSTALLED ONLY IN DRY, HAMMER-DRILLED HOLES. ASTM C140, F. LIMITS ON CEMENTITIOUS MATERIALS FOR CONCRETE ASSIGNED TO EXPOSURE CLASS F3: 7. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED ONLY BY ACI/CRSI CERTIFIED ADHESIVE ANCHOR 2. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0,065%. MAXIMUM PERCENT OF TOTAL CEMENTITIOUS INSTALLERS- CEMENTITIOUS MATERIALS 3. HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT. GRADE N-1. 2 CELL UNITS CONFORMING TO MATERIALS BY MASS 8. ADHESIVE ANCHOR INSTALLATIONS IN HORIZONTAL. UPWARDLY INCLINED. AND OVERHEAD ORIENTATIONS SHALL UTILIZE ASTM C-476 NET CROSS-SECTION BLOCK COMPRESSIVE STRENGTH SHALL BE AS INDICATED IN THE TABLE MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES-ASCE7-10 FLY ASH OR OTHER POZZOLANS CONFORMING TO ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM. PLACE ADHESIVE RETAINING CAP IN THE HOLE BELOW. MASONRY UNIT DENSITY SHALL CONFORM TO MEDIUM WEIGHT CLASSIFICATION.AVERAGE OVEN-DRY ASTM C618 25 AFTER ADHESIVE INJECTION. DENSITY OF MASONRY UNITS SHALL BE LESS THAN 125 PCF. ROOF DEAD LOADS: 20 PSF ROOF 9. ADHESIVE ANCHOR INSTALLATIONS EXCEEDING 10"EMBEDMENT IN DOWNWARD INCLINED. AND DOWNWARD ORIENTATIONS SLAG CEMENT CONFORMING TO ASTM C989 50 4. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (rm)AS INDICATED IN THE TABLE BELOW AS ROOF SNOW LOADS, 25 PSF SNOW+DRIFTING SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM_ VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO IBC SECTION 2105. WIND: 120 MPH & EXPOSURE"B" SILICA FUME CONFORMING TO ASTM C1240 10 REINFORCING STEEL: TOTAL OF FLY ASH OR OTHER POZZOLANS AND SEISMIC: SEISMIC DESIGN CATEGORY: D SILICA FUME 35 1. REINFORCING STEEL SHALL BE DETAILED. FABRICATED,AND PLACED IN ACCORDANCE TO"ACI 318-BUILDING CODE CONCRETE MASONRY ASSEMBLY STRENGTH REQUIREMENTS FOR STRUCTURAL CONCRETE"AND"ACI 315-MANUAL OF STANDARD PRACTICE FOR DETAILING SITE CLASS D (ASSUMED) TOTAL OF FLY ASH OR OTHER POZZOLANS, SLAG J 50 REINFORCED CONCRETE STRUCTURES." fm(PSI) BLOCK STRENGTH (PSI) GROUT STRENGTH (PSI) MORTAR STRUCTURAL OBSERVATION: CEMENT. AND SILICA FUME 2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES UNLESS NOTED OTHERWISE 1.500 1900 2,000 TYPE M OR S W 1. THE STRUCTURAL ENGINEER OF RECORD (SER)WILL PERFORM STRUCTURAL OBSERVATIONS BASED ON ON THE STRUCTURAL DRAWINGS: 2.000 2000 2,000 TYPE M OR S 0 THE REQUIREMENTS OF THE IBC AT THE STAGES OF CONSTRUCTION LISTED BELOW. THE CONTRACTOR 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: 2,500 3250 2,500 TYPE M OR S 0 SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS: REINFORCING SPECIFICATIONS AND GRADES 3.000 4500 3,000 TYPE M OR S MINIMUM CEMENT CONTENTASTM SPECIFICATION AND STRUCTURAL OBSERVATIONS USE GRADE W f'c.(PSI) MINIMUM CEMENT CONTENT PER CUBIC YARD LLI CONSTRUCTION PHASE OBSERVATION BY COMMENTS SMOOTH WELDED WIRE FABRIC ASTM A1064 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO REINFORCEMENT IS SER 3.000 470 LBS. SPECIFICALLY CALLED OUT ON THE PLANS. WALLS SHALL BE REINFORCED AS INDICATED IN THE "MASONRY ALL OTHER REINFORCEMENT ASTM A615. GRADE 60 REINFORCING STEEL"SECTION OF THESE NOTES. AS REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF. FOOTNOTE A, B NOTES, "ASTM A706 REBAR IN THE ABOVE USES IS PERMITTED TO BE REPLACED WITH ASTM A615 REBAR OF THE SAME GRADE IF 6. PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS MASONRY ASSEMBLIES SUCH THAT THE DISTANCE A. FLYASH CONFORMING TO ASTM 0618"TYPE F,"OR "TYPE C" MAY BE USED TO REPLACE UP TO 20%OF THE ALL OF THE FOLLOWING ARE MET: BETWEEN JOINTS DOES NOT EXCEED THE LESSER OF A LENGTH-TO-HEIGHT RATIO OF 1.5 OR 25-FEET. W A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL CONFORMANCE WITH THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. A) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED fy BY MORE THAN 18,000 PSI REFERENCE ARCHITECTURAL DRAWINGS FOR THE LOCATION OF EXPANSION JOINTS. STRUCTURAL DRAWINGS. SPECIAL INSPECTIONS AND TESTING ARE STILL REQUIRED. B)THE RATIO OF THE ACTUAL TENSILE STRENGTH TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25 7. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS AT EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 BAR SHALL BE LOCATED ON EACH SIDE OF B. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH VISIT. 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS.ALONG WITH TEST DATA COMPLIANT WITH ACI-318 C) EXPANSION JOINT. m CHAPTER 5, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. C)SUPPORTING MILL CERTS OF THE REBAR SUPPLIED ON THE PROJECT IS PROVIDED FOR REVIEW w SPECIAL INSPECTION AND TESTING: 8. PREPARATION. CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE i- 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE APPROVED MIX DESIGN 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF REINFORCING STEEL SHALL CONFORM 5 1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE IBC AS TO AWS D1.4, ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES. BELOW 40 DEGREES F(4 4 DEGREES C))OR HOT WEATHER (TEMPERATURE ABOVE 90 DEGREES F (32.2 DEGREES (I)SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S0.2. THE CONTRACTOR AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER. C)) SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1 8 D O SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE WITH THE ` 1 Q INSPECTIONS. MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH 4. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH #16 ANNEALED IRON WIRE- BARS IN BEAMS, SLABS, AND 1 I FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS, OR APPROVED METAL CHAIRS, AS SPECIFIED CD RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494"TYPE F, OR TYPE"G" MAY BE USED IN MORTAR: BY THE"CRSI MANUAL OF STANDARD PRACTICE," MSP-1. T CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES. v 1. MORTAR SHALL BE OF THE TYPE INDICATED IN THE TABLE ABOVE WITH A MINIMUM COMPRESSIVE STRENGTH AT 0 ca 7. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER PRACTICAL. CONSTRUCTION JOINTS 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE. OIL, DIRT, OR COATINGS OF ANY KIND THAT �/ OF 1.800 PSI FOR MORTAR TYPES(2,500 PSI FOR MORTAR TYPE M)AT 28-DAYS AND SHALL CONFORM TO IBC Et = LI N IN BEAMS. JOISTS, AND SLABS SHALL BE LOCATED AT MID-SPAN WITH REINFORCING CONTINUING THROUGH AS IF REDUCE THE BOND STRENGTH TO THE CONCRETE. SECTION 2103. C� m THE JOINT DID NOT OCCUR. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED MIDWAY BETWEEN 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF OTHER TRADES UNLESS a_ 0 COLUMNS OR PILASTERS. APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. r n W 5 (9 8. ALL BEAMS AND SLABS SHALL BE CAMBERED AT MIDSPAN AN AMOUNT EQUAL TO L/480, WHERE"L"IS EQUAL TO 7. "WET SETTING` OF REINFORCING STEEL.ANCHOR RODS. EMBEDDED PLATES AND INSERTS IS NOT PERMITTED. MASONRY GROUT: 0 o Q THE CLEAR SPAN OF THE MEMBER. 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE LOCATIONS. 1 GROUT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH AS INDICATED IN THE TABLE ABOVE AND SHALL up H 9. SLEEVES, OPENING. CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS CONFORM TO IBC SECTION 2103. SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING CONCRETE. CONDUITS EMBEDDED IN 9. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 12". 2 GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON-CENTER. 10. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING STEEL: WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS 10. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF CONSTRUCTION AND CONTROL 3. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. ***FULLY PERMIT JOINTS FOR CONCRETE SLABS-ON-GRADE. THE JOINTS SHALL BE LOCATED AT MAXIMUM 12'-0" ON-CENTER EACH GROUTED ALL WALLS."" WAY FORMING RECTANGLES WITH A LENGTH TO WIDTH RATIO NOT EXCEEDING 1.5 IN ANY DIRECTION. CONTROL I TYPICAL LAP SPLICE SCHEDULE(IN) 4. FULLY GROUT ALL WALLS BELOW GRADE AND WHERE INDICATED ON PLANS. SET JOINTS SHALL INTERSECT AT COLUMN BLOCKOUTS,AT ENDS OF BEARING WALLS. AND AT ALL RE-ENTRANT 3.000 PSI 4,000 PSI 5,000 PSI CORNERS IN THE SLAB. BAR SIZE 5. GROUT LIFTS EXCEEDING 5'-4" SHALL BE PERMITTED PROVIDED ALL OF THE FOLLOWING CONDITIONS ARE MET: 11. PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS CONCRETE ASSEMBLIES AND WALLS SUCH THAT THE TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS A. LIFT HEIGHT DOES NOT EXCEED THE LESSER OF 12'-8". OR THE DISTANCE BETWEEN THE TOP OF THE MI DISTANCE BETWEEN JOINTS DOES NOT EXCEED THE LESSER OF A LENGTH-TO-HEIGHT RATIO OF 3.5 OR 40-FEET. #3 28 22 24 19 22 17 FIRST LIFT AND THE BOTTOM OF THE LOWEST BOND BEAM THAT IS MORE THAN 5'-4"ABOVE THE TOP OF REFERENCE ARCHITECTURAL DRAWINGS FOR THE LOCATION OF EXPANSION JOINTS. THE FIRST LIFT. 12. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM SPECIFICATION F1554 #4 37 29 32 25 29 22 B. THE MASONRY FROM THE PROCEEDING LIFT HAS CURED FOR AT LEAST 4 HOURS REV DATE ISSUE TITLE GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. #5 47 36 40 31 36 28 AND 13. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE.ANCHOR RODS SHALL NOT BE HAND SET, OR WET NOT SET. ES: C. THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES. 14. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF STANDARD A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER. MULTIPLY THE ABOVE VALUES BY A IF ANY OF THESE CONDITIONS ARE NOT MET. THEN THE MAXIMUM LIFT HEIGHT SHALL BE 5'-4". PRACTICE SECTION 7.5. FACTOR OF 1.4. 6. CLEAN OUTS ARE REQUIRED FOR ANY POUR HEIGHT GREATER THAN 5'-4". WHERE REQUIRED. CLEAN OUTS 15 WHERE NEW CONCRETE i5 PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL B- TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". CONTACT ENGINEER OF RECORD IF SHALL BE LOCATED AT ALL CORES CONTAINING VERTICAL REINFORCEMENT AND AT A MAXIMUM OF 32" BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"AMPLITUDE. CONDITIONS VARY ON-CENTER. 16. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW THE BAR. 17. PREPARATION. CONSTRUCTION AND PROTECTION OF CONCRETE DURING COLD WEATHER OR HOT WEATHER D. VALUES ARE FOR UNCOATED BARS. PROJECT MANAGER: SNF SHALL CONFORM TO ACI 318 5.12. 5.13 AND ACI 306R AND 305R. DESIGNER. NKL 11. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING STEEL: DRAWN BY: PROJECT NO, 19-T198 MINIMUM CONCRETE COVER (CAST-IN-PLACE) DATE: 11/13/19 USE COVER SCALE: AS SHOWN BEAM, JOIST AND COLUMN BARS 1-1/2"(TO STIRRUPS. OR TIES) SLAB BARS 1" INTERIOR WALL FACES 3/4"(#11 AND SMALLER) SHEET TITLE: (NOT EXPOSED TO EARTH, OR WEATHER) EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) GENERAL (EXPOSED TO EARTH. OR WEATHER) 2"(#6 AND LARGER) STRUCTURAL CONCRETE CAST AGAINST EARTH 3" NOTES 13. CONTINUE HORIZONTAL WALL BARS THROUGH PLASTERS. COLUMNS AND INTERSECTING WALLS. 14. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL REINFORCEMENT. LAP SHEET NUMBER: SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 6"EMBEDMENT BELOW THE TOP OF FOOTING. 15. AT SLAB AND WALL OPENINGS. PROVIDE A MINIMUM OF TWO#5 BARS OVER. UNDER, AND AT THE SIDES OF THE OPENING. EXTEND THESE BARS A LAP DISTANCE (OR A MINIMUM OF 2'-0") PAST THE OPENING ON ALL SIDES. S 0 22 MASONRY REINFORCING STEEL: STRUCTURAL STEEL: TABLE 2 r. 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM SPECIFICATIONS AND GRADES: � . .,. *" : .. REQUIRED STRUCTURAL SPECIAL INSPECTIONS , 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY PLACED IN INSPECTION '`.;&':<" '`>=s':.. i. ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL CONFORM TO ASTM A706 STRUCTURAL STEEL GRADE 60. ...... SYSTEM or MATERIAL IBC CODE CODE or STANDARDI FREQUENCY REMARKS ` " 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: WIDE FLANGE SECTIONS ASTM A-992,GRADE 50(Fy=50 KSI) REFERENCEOREFERENCE F R O E L I C H PLATES WHERE NOTED ASTM A572,GRADE 50(Fy=50 KSI) I CONTINUOUS PERIODIC ENGINEERS d FABRICATORS 17700 SW Upper Booties Ferry Rd. MINIMUM WALL REINFORCEMENT--RUNNING BOND CHANNELS,ANGLES, PLATES--EXCEPT AS NOTED ASTM A-36(Fy=36 KSI) Suite#115 HOLLOW STRUCTURAL SECTIONS(TUBES) A-500,GRADE B(Fy=46KSI) Portland, Oregon 97224 VERTICAL Office: 503 624-7005 NOMINAL WALL THICKNESS REINFORCEMENT HORIZONTAL REINFORCEMENT SPECIAL INSPECTION IS REQUIRED FOR ( ) PIPE ASTM A53,TYPE E OR S(Fy=35 KSI) Portland, OR. I Bend, OR. I Denver, CO, 6" #5 @ 48"OC #5 @ 48"OC 1704.2.5 X STRUCTURAL LOAD-BEARING MEMBERS AND froelich-engineers.co0m ASSEMBLIES FABRICATED ON THE PREMISES 8" #6 @ 48"OC (2)#4 @ 48"OC 2. DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE DESIGN, OF A FABRICATOR'S SHOP. 10" #6 @ 48"OC (2)#5 @ 48"OC FABRICATION,AND ERECTION OF STRUCTURAL STEEL BUILDINGS"WITH"COMMENTARY"AND THE"CODE OF STANDARD PRACTICE,"WITH EXCEPTIONS AS NOTED IN THE PROJECT SPECIFICATIONS. T. r 12" #6 @ 48"OC (2)#5 @ 48"OC 3. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR MEMBERS PART OF THE SEISMIC LOAD THE SPECIAL INSPECTOR SHALL VERIFY THATi#Af " THE FABRICATOR MAINTAINS DETAILED i�,c,40 ''' >;, ,' RESISTING SYSTEM (SLRS). FABRICATION AND QUALITY CONTROL 1704.2.5.1 'C , PROCEDURES AND SHALL REVIEW FOR ' 4. BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH STRENGTH MINIMUM WALL REINFORCEMENT--STACK BOND BOLTS. BOLTS SHALL BE SNUG TIGHT UNLESS NOTED OTHERWISE. COMPLETENESS AND ADEQUACY RELATIVE TO NOMINAL WALL THICKNESS VERTICAL HORIZONTAL REINFORCEMENT 5. HIGH STRENGTH BOLTS USED AS PART OF THE SEISMIC LOAD RESISTING SYSTEM(SLRS)NOTED ON THE DRAWINGS AND THE CODE REQUIREMENT. • , : REINFORCEMENT DETAILS SHALL BE FULLY TENSIONED AND ALL FAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR 1704.2.5.2 SPECIAL INSPECTIONS REQUIRED BY 6" #4 @ 24"OC #4 @ 24"OC BETTER SLIP-CRITICAL JOINTS. SECTION 1705 ARE NOT REQUIRED 8" #4 @ 24"OC #4 @ 24"OC 6. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.WELDING FABRICATORS WHERE THE WORK IS DONE ON THE • 4370181A1:1...0". SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION(WPS)AS REQUIRED IN AWS D1.1 PREMISES OF A FABRICATOR 10" #5 @ 24"OC #5 @ 24"OC AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS REGISTERED AND APPROVED TO 12" #5 @ 24"OC #5 @ 24"OC ESTABLISHED BY THE FILLER-METAL MANUFACTURER. PERFORM SUCH WORK WITHOUT 7. FOR MEMBERS INCLUDED IN THE SEISMIC LOAD RESISTING SYSTEM(SLRS),REQUIREMENTS OF AWS D1.8(SEISMIC SPECIAL INSPECTION.APPROVAL SHALL SUPPLEMENT)SHALL APPLY. BE BASED UPON REVIEW OF THE HARS H 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES, ROOF LINES,AND AT THE TOP OF 8. ALL WELDS USED IN THE SEISMIC LOAD RESISTING SYSTEM(SLRS), SHALL BE MADE WITH A FILLER METAL THAT HAS A FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND ALL WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. CHARPY V-NOTCH(CVN)TOUGHNESS OF 20 FT-LBS AT 0 DEGREES FAHRENHEIT(F),AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. INVESTMENT JOINT PENETRATION WELDS DESIGNATED AS ALL COMPLETE PERIODIC AUDITING OF FABRICATION 5. PROVIDE A BOND BEAM WITH TWO HORIZONTAL#5 BARS ABOVE AND BELOW ALL OPENINGS AND EXTEND THESEPRACTICES BY A NATIONALLY BARS A MINIMUM OF 2'-0"PAST THE EDGE OF THE OPENING ON EACH SIDE. "DEMAND CRITICAL"SHALL BE MADE WITH FILLER METAL THAT HAS A CVN TOUGHNESS OF 20 FT-LBS AT MINUS 20 PROPERTIES DEGREES F,AND 40 FT-LBS AT 70 DEGREES F. RECOGNIZED ACCREDITING AUTHORITY. 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF WALL AT EACH SIDE AT COMPLETION OF FABRICATION, THE OF ALL OPENINGS,AT WALL ENDS,AND AT WALL INTERSECTIONS. 9. FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES AND CONNECTIONS NOT PART OF THE APPROVED SHALL HALL SUBMIT A SLRS,WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40 DEGREES F. CERTIFICATE OF COMPLIANCEDRSH TO THE 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL REINFORCEMENT. THESE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT AND BE EMBEDDED A MINIMUM OF 9"INTO 10. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC LOAD RESISTING SYSTEM, DISCONTINUITIES BUILDING OFFICIAL STATING THAT THE THE FOUNDATION WITH A STANDARD 90 DEGREE HOOK. CREATED BY ERRORS,OR BY FABRICATION OR ERECTION OPERATIONS,SUCH AS TACK WELDS,ERECTION AIDS,AIR-ARC WORK WAS PERFORMED IN GOUGING,OR FLAME CUTTING, SHALL BE REPAIRED AS REQUIRED BY THE STRUCTURAL ENGINEER. ACCORDANCE WITH THE APPROVED PORTLAND, OR 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL INTERSECTIONS. 11. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16"MINIMUM, UNLESS NOTED OTHERWISE ON THE CONSTRUCTION DOCUMENTS. 9. USE REBAR POSITIONERS TO ENSURE PROPER REBAR PLACEMENT WITHIN CELLS DURING GROUTING. DRAWINGS. CONCRETE 10. LAP ALL REINFORCING BARS AS FOLLOWS UNLESS OTHERWISE NOTED WITHIN THE DRAWINGS: 12. WELDING SHALL BE MADE BY AWS CERTIFIED WELDERS**MEETING CITY OF PORTLAND STANDARDS.** INSPECTION OF ANCHORS INSTALLED 1909.1 ACI 318: SPECIAL INSPECTIONS APPLY TO 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE BETWEEN THE ARCHITECTURAL AND STRUCTURAL IN HARDENED CONCRETE TABLE 1705.3 3.8.6, 8.1.3, 21.1.8 ANCHOR PRODUCT NAME, TYPE,AND DRAWINGS TO PRODUCE THE SHOP DRAWINGS. DIMENSIONS, HOLE DIMENSIONS, MASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) 14. ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED ON PLANS SHALL BE HOT DIP GALVANIZED IN COMPLIANCE WITH DRILL BIT BAR SIZE fm=1,500 PSI fm=2,000 PSI fm=2,500 PSI fm=3,000 PSI ACCORDANCE WITH ASTM A-123, OR HAVE AN APPROVED PROTECTIVE COATING. REQUIREMENTS, CLEANLINESS OF THE #3 18 18 18 18 15. PROVIDE NON-SHRINK GROUT UNDER ALL BASE PLATES. GROUT SHALL BE FACTORY-PACKAGED,6000 PSI MINIMUM AT 28 HOLE AND ANCHOR,ADHESIVE DAYS AND SHALL COMPLY WITH ASTM C 1107. EXPIRATION DATE,ANCHOR/ADHESIVE #4 24 24 24 24 16. PROVIDE WEEP HOLES AT ALL EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE. INSTALLATION, ANCHOR EMBEDMENT, #5 36 30 30 30 AND TIGHTENING TORQUE #6 54 54 52 52 VERIFYING ADHESIVE ANCHOR ACI 318-11 X COPY OF ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATIONS SECTION D CERTIFICATION CARDS #7 63 63 63 63 9.2.2.2 #8 72 72 72 72 ACI 318-14 T NOTES: SECTION A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db, MULTIPLY LAP LENGTHS BY 5db AND DIVIDE BY THE 17.8.2.2 O SPACING BETWEEN BARS. REINFORCING STEEL 1705.3 ACI 318: 3.5 X TOLERANCES AND REINFORCING - B. FOR MASONRY CLEAR COVER LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE BY THE CLEAR 1910.4 ACI 318: 7.1-7.7 PLACEMENT PER ACI 7.5; SPACING LIMITS LL COVER. 1901.3.2 FOR REINFORCING ACI 7.6 C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT, USE THE LARGER RESULTING LAP LENGTH OF THE PROTECTION OF REINFORCEMENT PER 1 1 W - TWO WHEN BOTH CONDITIONS OCCUR. ACI 7.7 W L.L D. FOR EPDXY COATED BARS, MULTIPLY LAP LENGTHS BYA FACTOR OF 1.5. PLACEMENT OF BOLTS INSTALLED IN TABLE ACI 318: 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED Z CONCRETE 1705.3 ACI 318: 8.1.3 - 1908.5 ACI 318: 21.1.8 11.1 r 11. THE FOLLOWING MINIMUM MASONRY COVER SHALL BE PROVIDED FOR ALL REINFORCING STEEL: 1909.1 ACI 318-APPENDIX D U L-1-I MASONRY REINFORCEMENT COVER VERIFYING USE OF REQUIRED MIX TABLE ACI 318: CHAPTER 4 X DESIGN(S) 1705.3 ACI 318: 5.2-5.4 u_ USE COVER 1904 Z /r co 1904.2 `� F- MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 1910.2 C/ H 1-1/2"(#5 AND SMALLER) 1910.3 O MASONRY FACE EXPOSED TO EARTH AND WEATHER Q Q 2"(#6 AND LARGER) CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X 1705.3 AC! 318: 5.9-5.10 F"'"' CK STEEL a u < U N FABRICATION OF STRUCTURAL 1704.2.5.2 AISC 360 N2 X REFER TO INSPECTION OF FABRICATOR ali N MASONRY ACCESSORIES: .,,T+ U ELEMENTS REQUIREMENTS a) 1. ALL PROPRIETARY ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S < Wd 0 RECOMMENDATIONS. APPROVAL BASED ON NATIONALLY f > 2. REINFORCING IN NEW OR EXISTING MASONRY SHALL NOT BE CUT DURING INSTALLATION. RECOGNIZED ACCREDITING AUTHORITY 0 0 cod o a 3. ALL ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT DIPPED MATERIAL VERIFICATION OF 1705.2.1 ASTM A6 X CERTIFIED MILL TEST REPORTS i..� t�, GALVANIZING OR USE OF STAINLESS STEEL. STRUCTURAL STEEL 2203.1 ASTM STANDARDS TABLE 1705.2 SPECIFIED IN 4. APPROVED MASONRY ANCHOR ARE AS FOLLOWS: CONSTRUCTION DOCUMENTS AISC 360 N3.2 PERMIT APPROVED POST-INSTALLED MASONRY ANCHORS AISC 360 A3.1 TYPE ANCHOR ICC REPORT AISC 360 M5.5 SET SIMPSON TITEN HD ICC ESR-1056 FOR OTHER STEEL, IDENTIFICATION TABLE 1705.2 APPLICABLE ASTM X MANUFACTURER'S CERTIFIED TEST CONCRETE SCREW DEWALT SCREW-BOLT+ ICC ESR 4042 MARKINGS TO CONFORM TO ASTM MATERIAL REPORTS STANDARDS SPECIFIED IN THE STANDARDS HILT! KWIK HUS-EZ ICC ESR-3056 APPROVED CONSTRUCTION SIMPSON AT-XP IAMPO ER-281 DOCUMENTS MATERIAL VERIFICATION OF WELD TABLE 1705.2 AISC 360 N3.2 X MANUFACTURER'S CERTIFICATE OF REV DATE ISSUE TITLE ACRYLIC ADHESIVE DEWALT AC100+GOLD ICC ESR-3200 FILLER METALS AISC 360 A3.5 COMPLIANCE HILT!HIT-HY 270 ICC ESR-4143 APPLICABLE AWS A5 SIMPSON WEDGE-ALL ICC ESR-1396 DOCUMENTS EXPANSION DEWALT POWER STUD+SD1 ICC ESR 2966 COMPLETE AND PARTIAL JOINT TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER PENETRATION GROOVE WELDS SECTION 6 AWS D1.1 6.9 HILTI KWIK BOLT-TZ ICC ESR 3785 MULTIPASS FILLET WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER NOTES: SECTION 6 AWS D1.1 6.9 . SINGLE PASS FILLET WELDS GREATER TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER PROJECT MANAGER: SNF A. ANCHOR LOCATIONS AND REQUIREMENTS SHALL CONFORM TO THOSE NOTED SPECIFICALLY ON THE THAN 5/16" SECTION 6 AWS D1.1 6.9 STRUCTURAL DRAWINGS.ALL OTHER LOCATIONS REQUIRE PRIOR APPROVAL. DESIGNER: NKL B. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC REPORT. PLUG AND SLOT WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER SECTION 6 AWS D1.1 6.9 DRAWN BY: C. REINFORCEMENT SHALL NOT BE CUT IN NEW, OR EXISTING CMU DURING INSTALLATION OF SINGLE PASS FILLET WELDS LESS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER PROJECT NO: 19-T198 POST-INSTALLED ANCHORS. THAN OR EQUAL TO 5/16" SECTION 6 AWS D1.1 6.9 D. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL, OR HOT-DIPPED DATE: 11/13/19 GALVANIZED. FLOOR AND ROOF DECK WELDS TABLE 1705.2 AWS D1.3 X ALL WELDS INSPECTED PER AWS 01.3 7.1 SECTION 7 SCALE: AS SHOWN VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 COPY OF WELDING PROCEDURE 6. EPDXY ANCHORS SHALL BE INSTALLED ONLY IN DRY,HAMMER-DRILLED HOLES. SPECIFICATIONS 7. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED ONLY BY ACI/CRSI CERTIFIED ADHESIVE ANCHOR VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS INSTALLERS. INSPECTOR QUALIFICATIONS SHEET TITLE: 8. ADHESIVE ANCHOR INSTALLATIONS IN HORIZONTAL, UPWARDLY INCLINED,AND OVERHEAD ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURERS PISTON PLUG AND TUBING DELIVERY SYSTEM.PLACE ADHESIVE RETAINING WELDING STAIR AND RAILING SYSTEMS 1705.2(2.5) AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER GENERAL CAP IN THE HOLE AFTER ADHESIVE INJECTION. AWS D1.1 6.9 9. ADHESIVE ANCHOR INSTALLATIONS EXCEEDING 10"EMBEDMENT IN DOWNWARD INCLINED,AND DOWNWARD STRUCTU RAL ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM. NOTES & SPECIAL INSPECTION TABLE SHEET NUMBER: SO . 3 3 STRUCTURAL KEYED NOTESFOUNDATION PLAN NOTES " '` y` - 1 8" MEDIUM WEIGHT CMU WALL, PARTIALLY GROUTED W/#5 VERT BARS AT 32" OC AND(2)#4 HORIZ A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND F f O E L I C H BARS TOP AND BOTTOM OF WALL AND AT 48"OC MAX SCHEDULES. -` 2 GROUT(2)CMU CELLS W/#5 VERT BARS AT JAM/PILASTER AT EA WALL END/OPENING-TYP B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES AND EIV C-, 1 tJ E E R S 1 17700 SW Upper Boones Ferry Rd. SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. 3 NEW 6"CONC SLAB W/#4 AT 18"OC EA WAY 3"CLR FROM BOT Suite#115 C ALL SLAB ON GRADE FINISHES SHALL BE PER ARCHITECT. Portland,Oregon 97224 Office: (503)624-7005 D REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. Portland, OR. I Bend, OR. I Denver, CO. E PLACE SLAB ON GRADE PRIOR TO BACK FILLING WALLS. froelich-engineers.com F WALLS SHALL REACH DESIGN STRENGTH PRIOR TO BACK FILLING WALLS. • G MONITOR WALLS FOR SIGNS OF SWELLING OR DISTRESS DURING BACK FILLING AND ViNf T. COMPACTION. PROVIDE SHORING AS REQUIRED. A + ,t, or , . ' .,ll,,,/7/1,/,,i,,,,,,,./..,) '�,,,„ : ,,,,"7,.e r, e,,,1,,',-�.,e ..f,,,,,,,,J,d././,,.rE,.,,r,-.,,,e,, .. H FIELD VERIFY ALL EXISTING FOOTING SIZES WHERE NEW FOOTINGS ARE BEING ADDED. ,, -.1... s r— — — -....— — — — K ALL POST INSTALLED ANCHORS ARE TO BE INSTALLED W.ADHESIVE INTO FULLY GROUTED c CMU CELL WITH 4”MIN EDGE OF GROUT UNLESS OTHERWISE NOTED. 1L REFERENCE DETAIL 8/S5.1 FOR NEW RAMP AT LARGE CMU OPENING. ; ...,,,, .,,,..6 1 ,,,, ' • d--, 1 11 k} ,, : FOOTING SCHEDULE HARSH I m TYPE SIZE REINFORCING NOTES INVESTMENT 4'-0"WIDE x 14"DEEP x LONG:#5 BARS AT 12"OC r—' 1 CONT TRANSV:#5 AT 16"OC TRASH ENCLOSURE PROPERTIES TYPQ I r r "- 2 2 0 SDEDx 2'-0"x 2'-3" (4)#4 BARS EA WAY TOP&BOTTOM _, 4 P 3 2'-0"WIDE x1'-8"x CONT (3)#5 LONG 3"CLR FROM BOTTOM (3)#5 LONG&#5 TRAN AT 9"OC, CENTER IN PORTLAND, OR SLAB THICKENED TO 1'-0" j I 4 2-0 "x 1-0 DEEP x FTG, EMBED TRAN BAR 6"W/SIMP SET 3G DEPTH x 6"WIDTH W/ --0 (1)#4 3"CLR FROM BOT L_._--,' INTO(E)FTG [tr:= !L© f ` II (-) 2'-0"WIDE x i'0"DEEP x (3)#5 LONG&#5 TRAN AT 9"OC,CENTER IN — i I ,- ,- - I 1(IF-ii 5 6'-0"LONG FTG, EMBED TRAN BAR 6"W/SIMP SET 3G TY 1 I < I R I ; ©TYP AT '.% INTO(E)FTG i5.1 © I I { I 1 WALL ENDS L_--- fi I� 6 6'-0"SQ x 1'-0" DEEP (6)#5 EA WAY 3"CLR FROM BOTTOM CAST UNDER Q EXISTING FTG CI I ( 5,,,,,,,,,;11,,1.1.x,; I 7 1'-6"SQ x 4'-O" DEEP - GATE FTG 6"THICK RAMP SLAB W/–....,,,t1 . 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DIA ALL THREAD ROD EMBED W 5"W/SIMP SET ADHESIVE 0 / / �a INTO FULLY GROUTED CELL, i of ar /a iii /o 4, m �i /v A,/ � 0 -,, WITH IN 6" FROM TOP OF COLUMN, G 114"CAP PL �/ �; . ,. �.. W , W f / I I w,;....... ,,,,, (E) CMU WALL H IA— - I ' � ., Z I // W ....._: .\0 1)PRQp . MECHANICAL SYMBOL LIST w�~��84929 -,..- `�' 8492��=�� t ,s NOTE: This is a standard symbol list and not all items listed may be used. fes. OREGON p ( SFS f 5,2��`r Abbreviations OD OUTSIDE DIAMETER IL I RRECTANGULAR MAIN ECTANGULAR BRANCH WITH GENERAL MECHANICAL NOTES . McG _ I EXPIRES: 12/31/20 PD PRESSURE DROP 1 A/C AIR CONDITION(ED) ` I ` fi IL RECTANGULAR MAIN WITH A. CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE WORK TO BE PERFORMED ARE BASED ON THE BEST i PH PHASE ROUND BRANCH INFORMATION AVAILABLE BUT ARE SUBJECT TO VERIFICATION.VERIFY LOCATIONS AND ELEVATIONS OF AD ACCESS DOOR UTILITIES.CORRECT DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS AT NO EXPENSE TO N PRV PRESSURE REDUCING VALVE ? C RECTANGULAR OFFSET LESS OWNER.IMMEDIATELY NOTIFY ARCHITECT OF CONDITION IN CONFLICT WITH THE PLANS. I WITH AFF ABOVE FINISHED FLOOR THAN 15° B. COORDINATE INSTALLATION OF DUCTWORK,PIPING,FIXTURES,EQUIPMENT,ETC. TH ARCHITECTURAL, \ 0 STRUCTURAL,MECHANICAL,ELECTRICAL AND FIRE PROTECTION SYSTEMS PRIOR TO INSTALLATION. /J' .— PSI POUNDS PER SQUARE INCHC. PROVIDE CEILING ACCESS PANELS FOR ALL DUCT DAMPERS OR CONCEALED VOLUME DAMPER REGULATORS } BDD BACKDRAFT DAMPER RECTANGULAR OFFSET MORE LOCATED ABOVE INACCESSIBLE CEILING SYSTEMS.MAINTAIN FIRE RATINGS WHERE REQUIRED. 0 . QTY QUANTITY �-j THAN 15° L .D. INSTALL THERMOSTATS AT 4'-0"A.F.F.PER ADA REQUIREMENTS UNLESS OTHERWISE NOTED ON DRAWINGS.4'-0" Lim BFF BELOW FINISHED FLOOR DIMENSION TO BE TO THE TOP OF THE THERMOSTAT. 0 R RISE :y ROUND DUCT DROP E. COORDINATE EXACT LOCATION OF ALL CEILING GRILLES AND DIFFUSERS WITH ARCHITECTURAL REFLECTED a a BFP BACKFLOW PREVENTER CEILING PLAN,ARCHITECTURAL INTERIOR ELEVATIONS,LIGHTING,AND STRUCTURAL CONDITIONS. Q. RA RETURN AIR (� �I ROUND DUCT RISER ARCHITECTURAL PLANS TO PROVIDE FINAL GRILLE AND DIFFUSER LOCATIONS IN THE EVENT OF A CONFLICT. E 0 BHP BRAKE HORSEPOWER `�' ` F. ALL WORK PERFORMED AND MATERIAL SUPPLIED SHALL CONFORM TO ALL STATE AND LOCAL CODES AND ALL RET RETURN ? 1 OTHER APPLICABLE LAWS AND STATE REGULATIONS INCLUDING APPLICABLE SEISMIC ZONE REQUIREMENTS. 0 O Z CD CEILING DIFFUSER ROUND DUCT WITH ROUND G. MAINTAIN ALL OUTSIDE AIR INTAKE OPENINGS MINIMUM 10'-0"FROM ALL MECHANICAL VENTS,PLUMBING VENTS RPM REVOLUTIONS PER MINUTE BRANCH AND EXHAUST FANS. L E 11 CD CONDENSATE DRAIN H. CONTRACTOR TO TEMPORARILY INSTALL 2"THICK 60%EFFICIENT FILTERS AT ALL RETURN AIR GRILLE 4) 0 c--) SA SUPPLY AIR �• ROUND WYE LOCATIONS. FILTERS TO BE REMOVED AT CONCLUSION OF CONSTRUCTION. rn +, CONT. CONTINUATION % I. PAINT ALL DIFFUSERS,REGISTERS AND GRILLES PER ARCHITECTURAL INSTRUCTIONS. ANY GRILLES INSTALLED r D E c SEER SEASONAL ENERGY EFFICIENCY RATING - IN GYPSUM BOARD WALLS AND CEILINGS ARE TO BE FURNISHED WITH FACTORY MILL OR PRIMER FINISH,READY COP COEFFICIENT OF PERFORMANCE j I tj SYMMETRICAL WYE FOR PAINTING IN THE FIELD. tC'C1 (�CI a) �SF SQUARE FEET J. DIFFUSER/GRILLE RUNOUTS ARE SAME SIZE AS DIFFUSER/GRILLE NECK SIZE UNLESS OTHERWISE NOTED ON v ' V/ CU CONDENSING UNIT PLANS. GL /1 -4— SH SENSIBLE HEAT K. PROVIDE ONE BALANCING DAMPER FOR EACH AIR INLET/OUTLET SHOWN ON PLAN. ] V 1D E CV CHECK VALVE General L. FOR ALL DUCT CONNECTIONS TO MECHANICAL EQUIPMENT,PROVIDE TRANSITION FROM DUCT SIZE SHOWN TO t C/) SOV SHUT OFF VALVE EQUIPMENT CONNECTION SIZE. i••• +_ CW COLD WATER M. ADJUST THROW OF ALL AIR DEVICES TO NOT INTERFERE WITH LIGHTING. 0 (12 (n SP STATIC PRESSURE30X16 I RECTANGULAR DUCT SIZING N. INSTALL ALL EQUIPMENT SUCH THAT MANUFACTURER RECOMMENDED CLEARANCES ARE MAINTAINED. C �, W) D DROP kill O. DETAILS APPLY WHETHER REFERENCED ON THE DRAWINGS OR NOT. T, TEMP TEMPERATUREP. INSTALL 1.5X RADIUS ELBOWS WHERE SPACE ALLOWS.OTHERWISE INSTALL MITERED ELBOWS WITH TURNING -C DB DECIBEL kl0 I 30 O ROUND DUCT SIZING VANES CONSISTENT WITH SPECIFICATIONS. CD TD TEMPERATURE DIFFERENCE Q. DUCTS,PIPING,AND EQUIPMENT TO BE INSTALLED AS HIGH AS POSSIBLE IN SPACES UNLESS OTHERWISE O fa) C DB DRY BULB NOTED. — TH TOTAL HEAT R. COORDINATE WITH STRUCTURAL DRAWINGS FOR ALL SLAB AND WALL PENETRATIONS. DIA DIAMETER S. SUPPORT EQUIPMENT,DUCTS,PIPING AS SPECIFIED AND AS SHOWN IN DETAILS.ENSURE EQUIPMENT WILL 0 iimm . '- TP TOTAL PRESSURE OPERATE WITHOUT OBJECTIONABLE VIBRATION AND NOISE. T D rDX DIRECT EXPANSION T. WHERE THE INSIDE OF DUCTS ARE VISIBLE FROM GRILLES OR DIFFUSERS,PAINT VISIBLE PORTION OF INSIDE OF 12V VOLT DUCT FLAT BLACK. ��..LL�� 0 EAT ENTERING AIR TEMPERATURE i•• W/ W {�yITH 0 0 v) 0 EER ENERGY EFFICIENCY RATING V W WATT D 0 EF EXHAUST FAN N 44( �O = WB WET BULB r-- EFF EFFICIENT WC WATER COLUMN ELECT ELECTRICAL PROJECT NO. 19-123.1 EWT ENTERING WATER TEMPERATURE Dampers DRAWN BY : EXH EXHAUST I TE i } i • FIRE DAMPER CHECKED BY : F FAHRENHEIT FD ` FD i JM all IL FIRE/SMOKE DAMPER DATE FD FIRE DAMPER ` (a 1--(ESO 11.11.2019 FLA FULL LOAD AMPS t MOTORIZED DAMPER Iti MD MD Ci REVISION : FT FEET 1I ) IL I IL SMOKE DAMPER GAL GALLONS 421) IIIED GPH GALLONS PER HOUR 1 1 ; + I L .f. VOLUME DAMPER GPM GALLONS PER MINUTE HD HEAD Diffusers and Grilles HP HORSEPOWER ® >+C?t EXHAUST AIR HTG HEATING l�► 71 0 RETURN AIR HTR HEATER HWC HOT WATER COIL ® 0 SUPPLY AIR ID INSIDE DIAMETER I 12x12 ICD-1 DIFFUSER OR GRILLE IDENTIFICATION 100 IE INVERT ELEVATION IN INCHES Ductwork Fitting KW KILOWATT ry ACOUSTICALLY LINED DUCT LAT LEAVING AIR TEMPERATURE t ► (SIZES SHOWN ARE NET INSIDE) LBS. POUNDS ` `" 4. 4- BELLMOUTH I LH LATENT HEAT SHEET INDEX te / CONCENTRIC SQUARE TO MA MIXED AIR ROUND MAX MAXIMUM / D 1 U--ti CONCENTRIC TRANSITION, M0.1 COVER SHEET- MECHANICAL RECTANGULAR OR ROUND M0.2 SPECIFICATIONS- MECHANICAL M0.3 SPECIFICATIONS-MECHANICAL MBH THOUSAND BTU'S PER HOUR I IJ MITERED ELBOW WITH TURNING M0.4 SPECIFICATIONS-MECHANICAL JJ VANES M0.5 SPECIFICATIONS-MECHANICAL MD MOTORIZED DAMPER M0.6 SPECIFICATIONS- MECHANICAL M0.7 SPECIFICATIONS- MECHANICAL MIN MINIMUM 12 I RADIUSED ELBOW M0.8 SPECIFICATIONS-MECHANICAL MD2.1 OVERALL DEMO PLAN-MECHANICAL COVER SHEET N/A NOT APPLICABLE 11.V ` I--"'I RECTANG(ULAROR(TION, M2.1 OVERALL PLAN -ROUND M2.2 ROOF PLAN- MECHN"CALCAL – MECHANICAL NIC NOT IN CONTRACT M5.1 SCHEDULES-MECHANICAL FLEXIBLE CONNECTION M6.1 DETAILS-MECHANICAL NO. NUMBER • NTS NOT TO SCALE1 / amm.4 04 NON-SYMMETRICAL WYE try OA OUTSIDE AIR �1 .( ,�<i RECTANGULAR DUCT DROP POBD OPPOSED BLADE DAMPER UU 1• RECTANGULAR DUCT RISER , * E N TI N R F AI N E OC ON CENTER EERG PROJECT TAY2019-0641R !\/t • CONTACT TAYLOR EDWARDS 1 100 SW Main Street, Suite 1600 Portland,OR 97204 TEL 503.382.2266 www.mterfaceengineering.com \\pdx- roj3\pdx roiects\2019\2019-0641\cad\me hanical\0641m0.1 dwg 110/14/2019 9:50:27 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER iTANGE ASSOCIATES ARCHITECTS,INC. FILE: C�641M�.�.DWG — LAYOUTI � EDIT: 11/11/2019 4:23 PM BY TAYLORE � PLOT: 11/1i/2019 4:25 PM BY TAYLOR EDWARDS ��ED P R 0,c-4.6, SECTION 23 00 00-HEATING,VENTILATING AND AIR CONDITIONING(HVAC)BASIC REQUIREMENTS a. THE BASIS OF DESIGN DESIGNATED PRODUCT ESTABLISHES THE QUALITIES AND CHARACTERISTICS FOR THE CONSTRUCTION ARE TO BE NEW,LATEST PRODUCTS AS LISTED IN MANUFACTURER'S PRINTED CATALOG DATA AND ARE BUILDING OR PROTECTED FROM WEATHER, DIRT AND CONSTRUCTION DUST.INSULATION AND LINING THAT BECOMES �' �G 1 NE's -u PART 1 -GENERAL EVALUATION OF ANY COMPARABLE PRODUCTS BY OTHER LISTED ACCEPTABLE MANUFACTURERS IF INCLUDED IN TO BE UL OR ETL APPROVED OR HAVE ADEQUATE APPROVAL OR BE ACCEPTABLE BY STATE,COUNTY,AND CITY WET FROM IMPROPER STORAGE AND HANDLING TO BE REPLACED BEFORE INSTALLATION. PRODUCTS AND/OR ck- 84929 9v-- THIS SPECIFICATION OR INCLUDED IN AN APPROVED SUBSTITUTION REQUEST AS JUDGED BY THE DESIGN AUTHORITIES. MATERIALS THAT BECOME DAMAGED DUE TO WATER,DIRT,AND/OR DUST AS A RESULT OF IMPROPER STORAGE TO BE 1.01 SECTION INCLUDES PROFESSIONAL. B. NAMES AND MANUFACTURER'S NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT DESIRED AND ARE NOT TO BE REPLACED BEFORE INSTALLATION. �i M� A. WORK INCLUDED IN 23 00 00, HVAC BASIC REQUIREMENTS APPLIES TO DIVISION 23,HVAC WORK TO PROVIDE MATERIALS, b. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT/PRODUCTS ARE BEING PROPOSED,IT IS THE RESPONSIBILITY CONSTRUED AS LIMITING COMPETITION. 2. PROTECT EQUIPMENT AND PIPE TO AVOID DAMAGE.CLOSE PIPE OPENINGS WITH CAPS OR PLUGS.KEEP MOTORS AND LABOR,TOOLS,PERMITS,INCIDENTALS,AND OTHER SERVICES TO PROVIDE AND MAKE READY FOR OWNER'S USE OF v OREGON p HEATING,VENTILATING AND AIR CONDITIONING SYSTEMS FOR PROPOSED PROJECT. VVERIFY AND COMPARE TF PARTIES HE CHARACTERISTICS AND REQUIREMENTS,INVOLVED IN,AND FURNISHING THE OF THAT FITUTE URNISH/OR ED TO THAT UIVALENT SPECIFIED UIPMENT TO C. HAZARDOUS WITH LOCAL, 3. PROTECTBEARINGS BRIGHT FIIN R ISHED SHTIGHT DAFTS,BEARING COVERS NGS AND SIMILAR ITEMS UNTIL IN SERVICE.O17 ,/ �LNE'5,'2- \,� B. CONTRACT DOCUMENTS INCLUDE,BUT ARE NOT LIMITED TO,SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENT1. COMPLY WITH LOCAL,STATE OF OREGON,AND FEDERAL REGULATIONS RELATING TO HAZARDOUS MATERIALS. FS \, AND/OR SHOWN.IF GREATER CAPACITY AND/OR MORE MATERIALS AND/OR MORE LABOR IS REQUIRED FOR THE 3.08 CLEANING M, l-ti AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,DRAWINGS,ADDENDA, ROUGH-IN,CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR,THEN PROVIDE 2. COMPLY WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL MCC OWNER/ARCHITECT AGREEMENT,AND OWNER/CONTRACTOR AGREEMENT.CONFIRM REQUIREMENTS BEFORE COMPENSATION FOR ADDITIONAL CHARGES REQUIRED FOR THE PROPER ROUGH-IN,CIRCUITRY AND REQUIREMENTS FOR THIS PROJECT RELATING TO HAZARDOUS MATERIALS. A. CONFIRM CLEANING REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS,DIVISION 01, = COMMENCEMENT OF WORK. 3. DO NOT USE ANY MATERIALS CONTAINING A HAZARDOUS SUBSTANCE. IF HAZARDOUS MATERIALS ARE GENERAL REQUIREMENTS,SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 23, HVAC SECTIONS. I EXPIRES: 12/31/20 I CONNECTIONS FOR THE EQUIPMENT BEING FURNISHED.NO ADDITIONAL CHARGES ABOVE THE BASE BID, ENCOUNTERED,DO NOT DISTURB;IMMEDIATELY NOTIFY OWNER AND ARCHITECT. HAZARDOUS MATERIALS WILL BE B. UPON COMPLETION OF INSTALLATION,THOROUGHLY CLEAN EXPOSED PORTIONS OF EQUIPMENT,REMOVING C. DEFINITIONS: INCLUDING RESULTING CHARGES FOR WORK PERFORMED UNDER OTHER DIVISIONS,WILL BE ALLOWED FOR SUCH 1. PROVIDE:TO FURNISH AND INSTALL,COMPLETE AND READY FOR INTENDED USE. REVISIONS.COORDINATE WITH THE REQUIREMENTS OF"SUBMITTALS".FOR ANY PRODUCT MARKED"OR REMOVED BY OWNER UNDER SEPARATE CONTRACT. TEMPORARY LABELS AND TRACES OF FOREIGN SUBSTANCES.THROUGHOUT WORK, REMOVE CONSTRUCTION DEBRIS 2. FURNISH:SUPPLY AND DELIVER TO PROJECT SITE,READY FOR UNPACKING,ASSEMBLY AND INSTALLATION. APPROVED EQUIVALENT",A SUBSTITUTION REQUEST MUST BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO PART 3-EXECUTION AND SURPLUS MATERIALS ACCUMULATED DURING WORK. C/) 3. INSTALL:INCLUDES UNLOADING,UNPACKING,ASSEMBLING,ERECTING,INSTALLATION,APPLYING,FINISHING, PURCHASE,DELIVERY OR INSTALLATION. 3.01 ACCESSIBILITY AND INSTALLATION 3.09 INSTALLATION • PROTECTING,CLEANING AND SiMILAR OPERATIONS AT PROJECT SITE AS REQUIRED TO COMPLETE ITEMS OF WORK 11.SHOP DRAWINGS:PROVIDE COORDINATED SHOP DRAWINGS WHICH INCLUDE PHYSICAL CHARACTERISTICS OF ALL A. CONFIRM ACCESSIBILITY AND INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING A. CONFIRM INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS,DIVISION W PROVIDED. SYSTEMS,EQUIPMENT,DUCTWORK AND PIPING LAYOUT PLANS,AND CONTROL WIRING DIAGRAMS.REFERENCE REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND 01,GENERAL REQUIREMENTS,SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 23,HVAC .—. 4. APPROVED OR APPROVED EQUIVALENT:TO POSSESS THE SAME PERFORMANCE QUALITiES AND CHARACTERISTICS INDIVIDUAL DIVISION 23,HVAC SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS FOR SHOP DRAWINGS INDIVIDUAL DIVISION 23,HVAC SECTIONS. SECTIONS. . AND FULFILL THE UTILITARIAN FUNCTION WITHOUT ANY DECREASE IN QUALITY,DURABILITY OR LONGEVITY.FOR OUTSIDE OF THESE REQUIREMENTS. B. INSTALL EQUIPMENT HAVING COMPONENTS REQUIRING ACCESS(I.E.,DRAIN PANS,DRAINS,CONTROL OPERATORS, B. INSTALL EQUIPMENT AND FIXTURES IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS,PLUMB AND EQUIPMENT/PRODUCTS DEFINED BY THE CONTRACTOR AS"EQUIVALENT',SUBSTITUTION REQUESTS MUST BE a. PROVIDE SHOP DRAWINGS INDICATING ACCESS PANEL LOCATIONS FOR ITEMS THAT REQUIRE CODE OR VALVES,MOTORS AND VIBRATION ISOLATION DEVICES)SO THAT THEY MAY BE SERVICED, RESET, REPLACED OR LEVEL AND FIRMLY ANCHORED TO VIBRATION ISOLATORS.MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. O L— SUBMITTED TO ENGINEER FOR CONSIDERATION,IN ACCORDANCE WITH DIVISION 01,GENERAL REQUIREMENTS,AND MAINTENANCE ACCESS,SIZE AND ELEVATION FOR APPROVAL PRIOR TO INSTALLATION. RECALIBRATED BY SERVICE PEOPLE WITH NORMAL SERVICE TOOLS AND EQUIPMENT. DO NOT INSTALL EQUIPMENT IN C. START UP EQUIPMENT,IN ACCORDANCE WITH MANUFACTURER'S START-UP INSTRUCTIONS,AND IN PRESENCE OF APPROVED BY THE ENGINEER PRIOR TO SUBMITTING BIDS FOR SUBSTITUTED ITEMS. 12. SAMPLES: PROVIDE SAMPLES WHEN REQUESTED BY INDIVIDUAL SECTIONS. OBVIOUS PASSAGEWAYS, DOORWAYS,SCUTTLES OR CRAWLSPACES WHICH WOULD IMPEDE OR BLOCK INTENDED MANUFACTURER'S REPRESENTATIVE.TEST CONTROLS AND DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. C Q) 5. AUTHORITY HAVING JURISDICTION(AHJ): INDICATES REVIEWING AUTHORITIES, INCLUDING LOCAL FIRE MARSHAL, 13. RESUBMISSION REQUIREMENTS: USAGE. REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT. 11 Q)L Q OWNER'S INSURANCE UNDERWRITER,OWNER'S AUTHORIZED REPRESENTATIVE,AND OTHER REVIEWING ENTITY a. MAKE ANY CORRECTIONS OR CHANGE IN SUBMITTALS WHEN REQUIRED.PROVIDE SUBMITTALS AS SPECIFIED.THE C. INSTALL EQUIPMENT AND PRODUCTS COMPLETE AS DIRECTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS 1. DO NOT PLACE EQUIPMENT IN SUSTAINED OPERATION PRIOR TO INITIAL BALANCING OF HVAC SYSTEMS. T� WHOSE APPROVAL IS REQUIRED TO OBTAIN SYSTEMS ACCEPTANCE. ENGINEER WILL NOT BE REQUIRED TO EDIT AND/OR INTERPRET THE CONTRACTOR'S SUBMITTALS.INDICATE INCLUDING ALL APPURTENANCES RECOMMENDED IN MANUFACTURER'S INSTALLATION INSTRUCTIONS,AT NO D. PROVIDE MISCELLANEOUS SUPPORTS/METALS REQUIRED FOR INSTALLATION OF EQUIPMENT,PiPING AND DUCTWORK. ��v,! 1.02 RELATED SECTIONS CHANGES FOR THE RESUBMITTAL IN A COVER LETTER WITH REFERENCE TO PAGE(S)CHANGED AND REFERENCE ADDITIONAL CHARGE TO OWNER.OBTAIN INSTALLATION INSTRUCTIONS FROM MANUFACTURER PRIOR TO ROUGH-IN OF 3.10 PAINTING E R. CONTENTS OF SECTION APPLIES TO DIVISION 23,HVAC CONTRACT DOCUMENTS. RESPONSE TO COMMENT.CLOUD CHANGES IN THE SUBMITTALS. EQUIPMENT AND EXAMINE INSTRUCTIONS THOROUGHLY.WHEN REQUIREMENTS OF INSTALLATION INSTRUCTIONS 1) RESUBMIT FOR REVIEW UNTIL REVIEW INDICATES NO EXCEPTION TAKEN OR MAKE"CORRECTIONS AS NOTED". CONFLICT WITH CONTRACT DOCUMENTS,REQUEST CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING WITH A. CONFIRM PAINTING REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 09,FINISHES.IN ABSENCE OF n` 0 B. RELATED WORK: INSTALLATION.THIS INCLUDES PROPER INSTALLATION METHODS,SEQUENCING AND COORDINATION WITH OTHER SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 23,HVAC SECTIONS AND THE FOLLOWING: [ ' j 2) WHEN SUBMITTING DRAWINGS FOR ENGINEERS RE-REVIEW,CLEARLY INDICATE CHANGES ON DRAWINGS AND VVV,,,,/// 1. ADDITIONAL CONDITIONS APPLY TO THIS DIVISION INCLUDING,BUT NOT LIMITED TO: TRADES AND DISCIPLINES. 1. FERROUS METAL:AFTER COMPLETION OF WORK,THOROUGHLY CLEAN AND PAINT EXPOSED SUPPORTS "CLOUD"ANY REVISIONS.SUBMIT A LIST DESCRIBING EACH CHANGE. CONSTRUCTED OF FERROUS METAL SURFACES IN MECHANICAL ROOMS,I.E.,HANGERS,HANGER RODS,EQUIPMENT a. SPECIFICATIONS INCLUDING DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, D. EARTHWORK: 14.OPERATION AND MAINTENANCE MANUALS,OWNER'S INSTRUCTIONS: STANDS,WITH ONE COAT OF BLACK ASPHALT VARNISH FOR EXTERIOR OR BLACK ENAMEL FOR INTERIOR,SUITABLE GENERAL REQUIREMENTS. 1. CONFIRM EARTHWORK REQUIREMENTS IN CONTRACT DOCUMENTS. IN ABSENCE OF SPECIFIC REQUIREMENTS, 0 0 a a. SUBMIT,AT ONE TIME,ELECTRONIC FILES(PDF FORMAT)OF MANUFACTURER'S OPERATION AND MAINTENANCE FOR HOT SURFACES. b. DRAWINGS COMPLY WITH INDIVIDUAL DIVISION 23, HVAC SECTIONS AND THE FOLLOWING: 2. AFTER ACCEPTANCE BY AUTHORITY HAVING JURISDICTION(AHJ), IN A MECHANICAL ROOM,ON ROOF OR OTHER 0) INSTRUCTION MANUALS AND PARTS LISTS FOR EQUIPMENT OR ITEMS REQUIRING SERVICING.INCLUDE VALVE c. ADDENDA CHARTS.SUBMIT DATA WHEN WORK IS SUBSTANTIALLY COMPLETE AND IN SAME ORDER FORMAT AS SUBMITTALS. a. PERFORM EXCAVATION,DEWATERING,SHORING, BEDDING,AND BACKFILL REQUIRED FOR INSTALLATION OF WORK EXPOSED AREAS,MACHINERY AND EQUIPMENT NOT PAINTED WITH ENAMEL TO RECEIVE TWO COATS OF PRIMER AND I- - c d. OWNER/ARCHITECT AGREEMENT INCLUDE NAME AND LOCATION OF SOURCE PARTS AND SERVICE FOR EACH PIECE OF EQUIPMENT. IN THIS DIVISION IN ACCORDANCE WITH RELATED EARTHWORK SECTIONS.CONTACT UTILITIES AND LOCATE ONE COAT OF RUSTPROOF ENAMEL,COLORS AS SELECTED BY ARCHITECT. .0 D e. OWNER/CONTRACTOR AGREEMENT 1) INCLUDE COPY OF APPROVED SUBMITTAL DATA ALONG WITH SUBMITTAL REVIEW LETTERS RECEIVED FROM EXISTING UTILITIES PRIOR TO EXCAVATION.REPAIR ANY WORK DAMAGED DURING EXCAVATION OR BACKFILLING. b. EXCAVATION:DO NOT EXCAVATE UNDER FOOTINGS,FOUNDATION BASES,OR RETAINING WALLS. 3. SEE INDIVIDUAL EQUIPMENT SPECIFICATIONS FOR OTHER PAINTING. COV1) CT f. CODES,STANDARDS,PUBLIC ORDINANCES AND PERMITS ENGINEER.DATA TO CLEARLY INDICATE INSTALLED EQUIPMENT MODEL NUMBERS.DELETE OR CROSS OUT 4. STRUCTURAL STEEL:REPAIR DAMAGE TO STRUCTURAL STEEL FINISHES OR FINISHES OF OTHER MATERIALS 0n` 1.03 REFERENCES AND STANDARDS DATA PERTAINING TO OTHER EQUIPMENT NOT SPECIFIC TO THIS PROJECT. c. PROVIDE PROTECTION OF UNDERGROUND SYSTEMS. REVIEW THE PROJECT GEOTECHNICAL REPORT FOR W REFERENCES TO CORROSIVE OR DELETERIOUS SOILS WHICH WILL REDUCE THE PERFORMANCE OR SERVICE LIFE DAMAGED BY CUTTING,WELDING OR PATCHING TO MATCH ORIGINAL. -t-- A. REFERENCES AND STANDARDS PER DIVISION 01,GENERAL REQUIREMENTS, INDIVIDUAL DIVISION 23, HVAC SECTIONS 2) INCLUDE COPY OF MANUFACTURER'S STANDARD OPERATIONS AND MAINTENANCE FOR EQUIPMENT.AT FRONT 5. PIPING AND DUCTWORK:CLEAN, PRIMER COAT AND PAINT EXPOSED PIPING AND DUCTWORK ON ROOF OR AT OTHER0 V) .— AND THOSE LISTED IN THIS SECTION. OF EACH TAB,PROVIDE ROUTINE MAINTENANCE DOCUMENTATION FOR SCHEDULED EQUIPMENT. INCLUDE OF UNDERGROUND SYSTEMS MATERIALS. EXTERIOR LOCATIONS WITH TWO COATS PAINT SUITABLE FOR METALLIC SURFACES AND EXTERIOR EXPOSURES. D E MANUFACTURER'S RECOMMENDED MAINTENANCE SCHEDULE AND HIGHLIGHT MAINTENANCE REQUIRED TO E. FIRESTOPPING: C/) B. CODES TO INCLUDE LATEST ADOPTED EDITIONS, INCLUDING CURRENT AMENDMENTS,SUPPLEMENTS AND LOCAL COLOR SELECTED BY ARCHITECT. MAINTAIN WARRANTY. FURNISH LIST OF ROUTINE MAINTENANCE PARTS, INCLUDING PART NUMBERS,SIZES, 1. CONFIRM FIRESTOPPING REQUIREMENTS IN DIVISION 07,THERMAL AND MOISTURE PROTECTION. IN ABSENCE OF -I-- JURISDICTION REQUIREMENTS IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS,OF/FROM: 6. COVERS:COVERS SUCH AS MANHOLES,CLEANOUTS AND THE LIKE WILL BE FURNISHED WITH FINISHES WHICH RESIST QUANTITIES,RELEVANT TO EACH PIECE OF EQUIPMENT:BELTS,MOTORS,LUBRICANTS,AND FILTERS. SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 23,HVAC SECTIONS AND THE FOLLOWING: �` 1. STATE OF OREGON: CORROSION AND RUST. 0 T� Cn 3) INCLUDE WARRANTY PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, a. COORDINATE LOCATION AND PROTECTION LEVEL OF FIRE AND/OR SMOKE RATED WALLS,CEILINGS,AND FLOORS. 0 a. OAR-OREGON ADMINISTRATIVE RULES 3.11 DEMOLITION GENERAL REQUIREMENTS,SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND INDIVIDUAL SECTIONS. WHEN THESE ASSEMBLIES ARE PENETRATED,SEAL AROUND PIPING,DUCTWORK AND EQUIPMENT WITH APPROVED b. OEESC-OREGON ENERGY EFFICIENCY ELECTRICAL CODE 4) INCLUDE PRODUCT CERTIFICATES OF WARRANTIES AND GUARANTEES. FIRESTOPPING MATERIAL.INSTALL FIRESTOPPING MATERIAL COMPLETE AS DIRECTED BY MANUFACTURER'S A. CONFIRM REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 02,EXISTING CONDITIONS.IN ABSENCE c. OESC-OREGON ELECTRICAL SPECIALTY CODEOF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 23,HVAC SECTIONS AND THE FOLLOWING: 5} INCLUDE COPY OF COMPLETE PARTS LIST FOR EQUIPMENT.INCLUDE AVAILABLE EXPLODED ViEWS OF INSTALLATION INSTRUCTIONS.MEET REQUIREMENTS OF ASTM E814,STANDARD TEST METHOD FOR FIRE TESTS OF d. OFC-OREGON FIRE CODE ASSEMBLIES AND SUB ASSEMBLIES. THROUGH-PENETRATION FIRE STOPS. 1. SCOPE: 0) > e. OMSC-OREGON MECHANICAL SPECIALTY CODE 6) INCLUDE COPY OF STARTUP AND TEST REPORTS SPECIFIC TO EACH PIECE OF EQUIPMENT. F. PIPE INSTALLATION: a. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE NECESSARY INFORMATION AND ADJUSTMENTS TO THE HVACp I C f. OPSC-OREGON PLUMBING SPECIALTY CODE 7) INCLUDE COPY OF FINAL AIR AND WATER SYSTEMS BALANCING LOG ALONG WITH PUMP, FAN AND DISTRIBUTION 1. PROVIDE INSTALLATION OF PIPING SYSTEMS COORDINATED TO ACCOUNT FOR EXPANSION AND CONTRACTION OF SYSTEM REQUIRED TO MEET CODE,AND ACCOMMODATE INSTALLATION OF NEW WORK. g. OSSC-OREGON STRUCTURAL SPECIALTY CODE SYSTEM OPERATING DATA. PIPING MATERIALS AND BUILDING,AS WELL AS ANTICIPATED SETTLEMENT OR SHRINKAGE OF BUILDING.INSTALL b. COORDINATE WITH OWNER SO THAT WORK CAN BE SCHEDULED NOT TO INTERRUPT OPERATIONS,NORMAL L. 0 0 C. REFERENCE STANDARDS AND GUIDELINES INCLUDE BUT ARE NOT LIMITED TO THE LATEST ADOPTED EDITIONS FROM: 8) INCLUDE COMMISSIONING REPORTS. WORK TO PREVENT DAMAGE TO PIPING, EQUIPMENT,AND BUILDING AND ITS CONTENTS. PROVIDE PIPING OFFSETS, ACTIVITIES,BUILDING ACCESS OR ACCESS TO DIFFERENT AREAS. 0 1"...." 'i„= 1. ABA-ARCHITECTURAL BARRIERS ACT 9) INCLUDE COPY OF VALVE CHARTS/SCHEDULES. LOOPS,SEISMIC FLEXIBLE JOINTS, EXPANSION JOINTS,SLEEVES,ANCHORS OR OTHER MEANS TO CONTROL PIPE c. EXISTING CONDITIONS:DETERMINE EXACT LOCATION OF EXISTING UTILITIES AND EQUIPMENT BEFORE V `j 2. ABMA-AMERICAN BEARING MANUFACTURERS ASSOCIATION 10) WILL RETURN DOCUMENTATION WITHOUT REVIEW. WILL PROVIDE ONE SET MOVEMENT AND MINIMIZE FORCES ON PIPING.VERIFY ANTICIPATED SETTLEMENT AND/OR SHRINKAGE OF BUILDING COMMENCING WORK,COMPENSATE OWNER FOR DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND v ENGINEER NEEW COMMENTS INCOMPLETE M EREVEW FORMAT.CONTRACTOR IUREMUSE ENGINEER FOR ADDITIONAL WITH PROJECT STRUCTURAL ENGINEER.VERIFY CONSTRUCTION PHASING,TYPE OF BUILDING CONSTRUCTION PRESERVE UTILITIES.REPLACE DAMAGED ITEMS WITH NEW MATERIAL TO MATCH EXISTING.PROMPTLY NOTIFY Z 2 3. ADA-AMERICANS WITH DISABILITIES ACTPRODUCTS AND RATING FOR COORDINATING INSTALLATION OF PIPING SYSTEMS. OWNER IF UTILITIES ARE FOUND WHICH ARE NOT SHOWN ON DRAWINGS. D REVIEWS;CONTRACTOR TO BEAR COSTS FOR ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES. Sr.4. AHRI-AIR-CONDITIONING HEATING&REFRIGERATION INSTITUTE 2. INCLUDE PROVISIONS FOR SERVICING AND REMOVAL OF EQUIPMENT WITHOUT DISMANTLING PIPING. 2. EQUIPMENT:UNLESS OTHERWISE DIRECTED,EQUIPMENT,FIXTURES,OR FITTINGS BEING REMOVED AS PART OF b. THOROUGHLY INSTRUCT OWNER IN PROPER OPERATION OF EQUIPMENT AND SYSTEMS.WHERE NOTED IN DEMOLITION PROCESS ARE OWNER'S PROPERTY. REMOVE OTHER ITEMS NOT SCHEDULED TO BE REUSED OR 5. AICA-AIR MOVEMENT AND CONTROL ASSOCIATION G. PLENUMS: INDIVIDUAL SECTIONS,TRAINING WILL INCLUDE CLASSROOM INSTRUCTION WITH APPLICABLE TRAINING AIDS AND Cl) 6. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE 1. PLENUMS:MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT RELOCATED FROM JOB SITE AS DIRECTED BY OWNER. 0 0 V) SYSTEMS DEMONSTRATIONS.FIELD INSTRUCTION PER SECTION 23 00 00,HVAC BASIC REQUIREMENTS ARTICLE 3. UNLESS SPECIFICALLY INDICATED ON DRAWINGS, REMOVE EXPOSED,UNUSED DUCTWORK AND PIPING TO BEHIND L 7. ASCE-AMERICAN SOCIETY OF CIVIL ENGINEERS TITLED"DEMONSTRATION". MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E FINISHED SURFACES(FLOOR,WALLS,CEILINGS, ETC.).CAP AND PATCH SURFACES TO MATCH SURROUNDING FINISH. 0 8. ASHRAE-AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS c. COPIES OF CERTIFICATES OF CODE AUTHORITY INSPECTIONS,ACCEPTANCE,CODE REQUIRED ACCEPTANCE 84 OR UL 723.IMMEDIATELY NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCY. CD 0 9. ASHRAE GUIDELINE 0,THE COMMISSIONING PROCESS TESTS, LETTER OF CONFORMANCE AND OTHER SPECIAL GUARANTEES,CERTIFICATES OF WARRANTIES,SPECIFIED 3.02 SEISMIC CONTROL 4. UNLESS SPECIFICALLY INDICATED ON DRAWINGS, REMOVE UNUSED EQUIPMENT,FIXTURES, FITTINGS,ROUGH-INS, N 10. ASME-AMERICAN SOCIETY OF MECHANICAL ENGINEERS ELSEWHERE OR INDICATED ON DRAWINGS. A. CONFIRM SEISMIC CONTROL REQUIREMENTS iN DIVISION 01,GENERAL REQUIREMENTS,STRUCTURAL DOCUMENTS,AND AND CONNECTORS.REMOVAL IS TO BE TO A POINT BEHIND FINISHED SURFACES(FLOORS,WALLS,AND CEILINGS). it< •immen '� 11.ASPE-AMERICAN SOCIETY OF PLUMBING ENGINEERS 15.RECORD DRAWINGS: INDIVIDUAL DIVISION 23 HVAC SECTIONS. 3.12 ACCEPTANCE 1 12.ASSE-AMERICAN SOCIETY OF SANITARY ENGINEERING a. MAINTAIN AT SITE AT LEAST ONE SET OF DRAWINGS FOR RECORDING"AS-CONSTRUCTED"CONDITIONS.INDICATE B. GENERAL: A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 13.ASTM-ASTM INTERNATIONAL ON DRAWINGS CHANGES TO ORIGINAL DOCUMENTS BY REFERENCING REVISION DOCUMENT,AND INCLUDE BURIED1. EARTHQUAKE RESISTANT DESIGNS FOR HVAC(DIVISION 23)EQUIPMENT AND DISTRIBUTION,I.E.MOTORS,DUCTWORK, REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 23,HVAC SECTIONS AND 14.AMA-AMERICAN WATER WORKS ASSOCIATION ELEMENTS,LOCATION OF CLEANOUTS,AND LOCATION OF CONCEALED MECHANICAL ITEMS.INCLUDE ITEMS PIPING,EQUIPMENT,ETC.TO CONFORM TO REGULATIONS OF JURISDICTION HAVING AUTHORITY. THE FOLLOWING: PROJECT N O. CHANGED BY FIELD ORDERS,SUPPLEMENTAL INSTRUCTIONS,AND CONSTRUCTED CONDITIONS. 1. SYSTEM CANNOT BE CONSIDERED FOR ACCEPTANCE UNTIL WORK IS COMPLETED AND DEMONSTRATED TO 15.CFR-CODE OF FEDERAL REGULATIONS 2. RESTRAINTS WHICH ARE USED TO PREVENT DISRUPTION OF FUNCTION OF PIECE OF EQUIPMENT BECAUSE OF ARCHITECT THAT INSTALLATION IS IN STRICT COMPLIANCE WITH SPECIFICATIONS,DRAWINGS AND MANUFACTURER'S 19-123.1 b. RECORD DRAWINGS ARE TO INCLUDE EQUIPMENT AND FIXTURE/CONNECTION SCHEDULES,CONTROL DAMPERS, APPLICATION OF HORIZONTAL FORCE TO BE SUCH THAT FORCES ARE CARRIED TO FRAME OF STRUCTURE IN SUCH A 16.CGA-COMPRESSED GAS ASSOCIATION FIRE SMOKE DAMPERS, FIRE DAMPERS,VALVES, BOTTOM OF PIPE,DUCT AND EQUIPMENT ELEVATIONS AND WAY THAT FRAME WILL NOT BE DEFLECTED WHEN APPARATUS IS ATTACHED TO A MOUNTING BASE AND EQUIPMENT INSTALLATION INSTRUCTIONS, PARTICULARLY IN REFERENCE TO FOLLOWING: DRAWN BY • 17.CISPI-CAST IRON SOIL PIPE INSTITUTE DIMENSIONED LOCATIONS FOR ALL DISTRIBUTION SYSTEMS(HYDRONIC AND AIR). INVERT ELEVATIONS AND PAD,OR TO STRUCTURE IN NORMAL WAY,UTILIZING ATTACHMENTS PROVIDED.SECURE EQUIPMENT AND a. TESTING AND BALANCING REPORTS 18.EPA-ENVIRONMENTAL PROTECTION AGENCY DIMENSIONED LOCATIONS FOR UNDERGROUND SYSTEMS BELOW GRADE TO 5-FEET OUTSIDE BUILDING THAT DISTRIBUTION SYSTEMS TO WITHSTAND A FORCE IN DIRECTION EQUAL TO VALUE DEFINED BY JURISDICTION HAVING b. CLEANING TE 19.ETL-ELECTRICAL TESTING LABORATORIES ACCURATELY REFLECT"AS CONSTRUCTED OR INSTALLED"FOR PROJECT. AUTHORITY. c. OPERATION AND MAINTENANCE MANUALS CHECKED BY 20.FM-FM GLOBAL c. AT COMPLETION OF PROJECT,INPUT CHANGES TO ORIGINAL PROJECT CAD DRAWINGS AND MAKE ONE SET OF 3. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED STRUCTURAL ENGINEER OF SEISMIC BACiNG AND SEISMIC d. TRAINING OF OPERATING PERSONNEL 21.LAMA-GAS APPLIANCE MANUFACTURERS ASSOCIATION BLACK-LINE DRAWINGS CREATED FROM CAD FILES IN VERSION/RELEASE EQUAL TO CONTRACT DRAWINGS.SUBMIT MOVEMENT ASSEMBLIES FOR PIPING EQUIPMENT AND WATER HEATERS.SUBMIT SHOP DRAWINGS ALONG WITH e. RECORD DRAWINGS JM 22.HI-HYDRAULIC INSTITUTE STANDARDS CAD DISK AND DRAWINGS UPON SUBSTANTIAL COMPLETION. EQUIPMENT SUBMITTALS. f. WARRANTY AND GUARANTY CERTIFICATES 23.IAPMO-INTERNATIONAL ASSOCIATION OF PLUMBING&MECHANICAL OFFICIALS d. SEE DIVISION 23,HVAC INDIVIDUAL SECTIONS FOR ADDITIONAL ITEMS TO INCLUDE IN RECORD DRAWINGS. 4. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED STRUCTURAL ENGINEER OF SEISMIC FLEXIBLE JOINTS FOR g. START-UP/TEST DOCUMENT DATE : 1.05 QUALITY ASSURANCE PIPING AND CROSSING BUILDING EXPANSION OR SEISMIC JOINTS.SUBMIT SHOP DRAWINGS ALONG WITH SEISMIC 24.IFGC-INTERNATIONAL FUEL GAS CODE BRACING DETAILS. h. COMMISSIONING REPORTS 25.ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION A. REGULATORY REQUIREMENTS:WORK AND MATERIALS INSTALLED TO CONFORM WITH ALL LOCAL,STATE AND FEDERAL 11.1 1.2019 CODES,AND OTHER APPLICABLE LAWS AND REGULATIONS.WHERE CODE REQUIREMENTS ARE AT VARIANCE WITH C. PIPING AND DUCTWORK: 3.13 FIELD QUALITY CONTROL 26.MSS-MANUFACTURERS STANDARDIZATION SOCIETY A. CONFIRM FIELD QUALITY CONTROL REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,SECTION 23 00 00, HVAC REVISION : CONTRACT DOCUMENTS,MEET CODE REQUIREMENTS AS A MINIMUM REQUIREMENT AND INCLUDE COSTS NECESSARY 1. PER"SEISMIC RESTRAINTS MANUAL GUIDELINES FOR MECHANICAL SYSTEMS"LATEST EDITION PUBLISHED BY 27.NEC-NATIONAL ELECTRIC CODE TO MEET THESE IN CONTRACT.MACHINERY AND EQUIPMENT ARE TO COMPLY WITH OSHA REQUIREMENTS,AS SMACNA OR LOCAL REQUIREMENTS. BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 23,HVAC SECTIONS. 28.NEMA-NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION CURRENTLY REVISED AND INTERPRETED FOR EQUIPMENT MANUFACTURER REQUIREMENTS.INSTALL EQUIPMENT D. PROVIDE MEANS TO PROHIBIT EXCESSIVE MOTION OF MECHANICAL EQUIPMENT DURING EARTHQUAKE. B. TESTS: 29.NEPA-NATIONAL FIRE PROTECTION ASSOCIATION PROVIDED PER MANUFACTURER RECOMMENDATIONS. 3.03 REVIEW AND OBSERVATION 1. CONDUCT TESTS OF EQUIPMENT AND SYSTEMS TO DEMONSTRATE COMPLIANCE WITH REQUIREMENTS SPECIFIED. 30.NFGC-NATIONAL FUEL GAS CODE B. WHENEVER THIS SPECIFICATION CALLS FOR MATERIAL,WORKMANSHIP,ARRANGEMENT OR CONSTRUCTION OF HIGHER A. CONFIRM REVIEWAND OBSERVATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REFERENCE INDIVIDUAL SPECIFICATION SECTIONS FOR REQUIRED TESTS.DOCUMENT TESTS AND INCLUDE IN 31.NRCA-NATIONAL ROOFING CONTRACTORS ASSOCIATION QUALITY AND/OR CAPACITY THAN THAT REQUIRED BY GOVERNING CODES,HIGHER QUALITY AND/OR CAPACITY TAKE REQUIREMENTS,DIVISION 01,GENERAL REQUIREMENTS,SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND INDIVIDUAL OPERATION AND MAINTENANCE MANUALS. PRECEDENCE. 2. DURING SITE EVALUATIONS BY ARCHITECT OR ENGINEER,PROVIDE APPROPRIATE PERSONNEL WITH TOOLS TO 32.NSF-NATIONAL SANITATION FOUNDATION DIVISION 23,HVAC SECTIONS. 33.OSHA-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION C. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC AND REFLECT THE BASIS OF DESIGN MANUFACTURER'S EQUIPMENT. REMOVE AND REPLACE TRIMS,COVERS,AND DEVICES SO THAT PROPER EVALUATION OF INSTALLATION CAN BE THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT DIMENSIONS,OR DETAILS OF EQUIPMENT OR PROPOSED B. NOTIFY ARCHITECT,IN WRITING,AT FOLLOWING STAGES OF CONSTRUCTION SO THAT THEY MAY,AT THEIR OPTION,VISIT PERFORMED. 34.SMACNA-SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION,INC. SYSTEMS LAYOUT.VERIFY ACTUAL DIMENSIONS OF SYSTEMS(I.E.,PIPING)AND EQUIPMENT PROPOSED TO ASSURE THAT SITE FOR REVIEWAND CONSTRUCTION OBSERVATION: 35.TEMA-TUBULAR EXCHANGER MANUFACTURES ASSOCIATION SYSTEMS AND EQUIPMENT WILL FIT IN AVAILABLE SPACE.CONTRACTOR IS RESPONSIBLE FOR DESIGN AND 1. UNDERGROUND SYSTEM INSTALLATION PRIOR TO BACKFILLING. 3.14 LETTER OF CONFORMANCE 36.TIMA-THERMAL INSULATION MANUFACTURES ASSOCIATION CONSTRUCTION COSTS INCURRED FOR EQUIPMENT OTHER THAN BASIS OF DESIGN,INCLUDING,BUT NOT LIMITED TO, 2. PRIOR TO COVERING WALLS. 37.UL-UNDERWRITERS LABORATORIES,INC. ARCHITECTURAL,STRUCTURAL,ELECTRICAL,HVAC,FIRE SPRINKLER,AND PLUMBING SYSTEMS. 3. PRIOR TO CEILING COVER/INSTALLATION. A. PROVIDE LETTER OF CONFORMANCE,COPIES OF MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES WITH A STATEMENT THAT HVAC ITEMS WERE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS,UL D. SEE DIVISION 23,HVAC INDIVIDUAL SECTIONS FOR ADDITIONAL REFERENCES. D. MANUFACTURER'S INSTRUCTIONS:FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS.IF{N CONFLICT WITH CONTACT 4. AFTER MAJOR EQUIPMENT IS INSTALLED. LISTINGS AND FM GLOBAL APPROVALS.INCLUDE LETTER OF CONFORMANCE,COPIES OF MANUFACTURERS'WARRANTIES 1.04 SUBMITTALS DOCUMENTS,OBTAIN CLARIFICATION.NOTIFY ENGINEER/ARCHITECT,IN WRITING,BEFORE STARTING WORK. 5. WHEN MAIN SYSTEMS,OR PORTIONS OF,ARE BEING TESTED AND READY FOR INSPECTION BY AHJ. AND EXTENDED WARRANTIES IN OPERATION AND MAINTENANCE MANUALS. A. SEE DIVISION 01,GENERAL REQUIREMENTS FOR SUBMITTAL PROCEDURES AS WELL AS SPECIFIC INDIVIDUAL DIVISION 23, E. ITEMS SHOWN ON DRAWINGS ARE NOT NECESSARILY INCLUDED IN SPECIFICATIONS OR VICE VERSA.CONFIRM C. FINAL PUNCH: 3.15 ELECTRICAL INTERLOCKS HVAC SECTIONS. REQUIREMENTS IN ALL CONTRACT DOCUMENTS. 1. PRIOR TO REQUESTING A FINAL PUNCH VISIT FROM THE ENGINEER,REQUEST FROM ENGINEER THE MECHANICAL B. PROVIDE DRAWINGS IN FORMAT AND SOFTWARE RELEASE EQUAL TO THE DESIGN DOCUMENTS.DRAWINGS TO BE THE F. PROVIDE PRODUCTS THAT ARE UL LISTED. PRECLOSEOUT CHECKLIST,COMPLETE THE CHECKLIST CONFIRMING COMPLETION OF SYSTEMS'INSTALLATION,AND A. WHERE EQUIPMENT MOTORS ARE TO BE ELECTRICALLY INTERLOCKED WITH OTHER EQUIPMENT FOR SIMULTANEOUS SAME SHEET SIZE AND SCALE AS THE CONTRACT DOCUMENTS. G. PIPING AND DUCT INSULATION PRODUCTS TO CONTAIN LESS THAN 0.1 PERCENT BY WEIGHT PBDE IN ALL INSULATING RETURN TO ENGINEER.REQUEST A FINAL PUNCH VISIT FROM THE ENGINEER, UPON ENGINEER'S ACCEPTANCE THAT OPERATION,UTILIZE EQUIPMENT WIRING DIAGRAMS TO COORDINATE WITH ELECTRICAL SYSTEMS SO THAT PROPER C. IN ADDITION: MATERIALS. THE MECHANICAL SYSTEMS ARE READY FOR FINAL PUNCH. WIRING OF EQUIPMENT INVOLVED IS AFFECTED. 1. "NO EXCEPTION TAKEN"CONSTITUTES THAT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT H. ASME COMPLIANCE:ASME LISTED WATER HEATERS AND BOILERS WITH AN INPUT OF 200,000 BTUH AND HIGHER,HOT 2. COSTS INCURRED BY ADDITIONAL TRIPS REQUIRED DUE TO INCOMPLETE SYSTEMS WILL BE THE RESPONSIBILITY OF 3.16 TEMPORARY HEATING,COOLING AND HUMIDITY CONTROL EXPRESSED IN THE CONTRACT DOCUMENTS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH WATER STORAGE TANKS WHICH EXCEED 120 GALLONS,AND HOT WATER EXPANSION TANKS WHICH ARE CONNECTED TO THE CONTRACTOR. A. PROVIDE TEMPORARY HEATING,COOLING,CONTROLS,HUMIDIFICATION AND DEHUMIDIFICATION AS REQUIRED TO INFORMATION GIVEN.ANY ACTION IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ASME RATED EQUIPMENT OR REQUIRED BY CODE OR LOCAL JURISDICTION. 3.04 CONTINUITY OF SERVICE FACILITATE THE CONSTRUCTION OF THE PROJECT.SIZE AND SELECT TEMPORARY SYSTEM BASED ON THE CONTRACTOR IS RESPONSIBLE FOR THE DIMENSIONS AND QUANTITY AND WILL CONFIRM AND CORRELATE AT THE I. PROVIDE SAFETY CONTROLS REQUIRED BY NATIONAL BOILER CODE(ASME CSD 1)FOR BOILERS AND WATER HEATERS A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS OF THE VARIOUS TRADES DURING CONSTRUCTION.THIS INCLUDES,BUT IS NOT LIMITED TO,DRYWALL, JOB SITE,FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF THE WORK WITH THAT WITH AN INPUT OF 400,000 BTUH AND HiGHER. REQUIREMENTS. IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 23,HVAC SECTIONS AND CASE WORK,WOOD FLOORING AND WOOD FINISHES THAT ARE SUBJECT TO WARPING.SIZE AND INSTALL SYSTEM TO OF ALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF THE WORK. 1.06 WARRANTY THE FOLLOWING: PREVENT MOLD GROWTH.COORDINATE THE LOCATION OF THE TEMPORARY SYSTEM.THE HOUSE SYSTEM CAN BE USED. 2. PROVIDE PRODUCT SUBMITTALS AND SHOP DRAWINGS IN ELECTRONIC FORMAT ONLY. ELECTRONIC FORMAT MUST BE 1. DURING REMODELING OR ADDITION TO EXISTING STRUCTURES,WHILE EXISTING STRUCTURE IS OCCUPIED,CURRENT DEVELOP A PROCEDURE FOR HOW THE HOUSE SYSTEM WILL BE USED INCLUDING A SKETCH DEPICTING THE HOUSE A. PROVIDE WRITTEN WARRANTY COVERING THE WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL FILTRATION USED TO PREVENT DEBRIS FROM THE SYSTEM AND HOW SUBMITTED VIA ZIP FILE VIA E-MAIL OR POSTED TO FTP SITE.FOR ELECTRONIC FORMAT, PROVIDE ONE FILE PER COMPLETION IN ACCORDANCE WITH DIVISION 00,CONTRACTING AND PROCUREMENT REQUIREMENTS,DIVISION 01, SERVICES TO REMAIN INTACT UNTIL NEW CONSTRUCTION,FACILITIES OR EQUIPMENT IS INSTALLED. SYSTEM,OFSTE THE HOW FILTERSILAWILL BE WILLCHBE USED HOW THE DUCTWORK WILL CONSTRUCTIONBDEBRICLEANED AFTER ENTERING USE TENSURE A CLEAN DIVISION CONTAINING ONE BOOKMARKED PDF FILE WITH EACH BOOKMARK CORRESPONDING TO EACH SPECIFICATION GENERAL REQUIREMENTS,SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 23,HVAC SECTIONS. 2. PRIOR TO CHANGING OVER TO NEW SERVICE,VERIFY THAT EVERY ITEM IS THOROUGHLY PREPARED.INSTALL NEW SECTION.ARRANGE BOOKMARKS IN ASCENDING ORDER OF SPECIFICATION SECTION NUMBER.INDIVIDUAL PIPING AND DUCTWORK,AND WIRING TO POINT OF CONNECTION.WHERE EXISTING SYSTEMS ARE BEING UTILIZED, SYSTEM IS TURNED OVER TO THE OWNER AND HOW THE UNITS ARE SIZED.SUBMIT THIS PROCEDURE TO THE SUBMITTALS SENT PIECEMEAL IN A PER SPECIFICATION SECTION METHOD WILL BE RETURNED WITHOUT REVIEW OR B. SECTIONS UNDER THIS DIVISION CAN REQUIRE ADDITIONAL AND/OR EXTENDED WARRANTIES THAT APPLY BEYOND BASIC MECHANICAL ENGINEER FOR REVIEW.FOLLOW NATIONAL AIR DUCT CLEANERS ASSOCIATION(NADCA)DUCT CLEANING WARRANTY UNDER DIVISION 01,GENERAL REQUIREMENTS AND THE GENERAL CONDITIONS.CONFIRM REQUIREMENTS IN CLEAN EXISTING DISTRIBUTION SYSTEMS(DUCTWORK,PIPING, FANS,AIR HANDLERS)PRIOR TO CONNECTING NEW PROCEDURES AND GUIDELINES.WARRANTIES FOR THE HOUSE SYSTEM,IF NEW,TO COMMENCE WHEN THE OWNER COMMENT.ALL TRANSMISSIONS/SUBM155IONS TO BE SUBMITTED TO ARCHITECT.DEVIATIONS WILL BE RETURNED ALL CONTRACT DOCUMENTS. DUCTWORK OR PIPING. MOVES IN IF HOUSE SYSTEM IS USED AS THE MEANS TO MAINTAIN THE CLIMATE WITHIN THE BUILDING DURING REVIEW. 3. COORDINATE TRANSFER TIME TO NEW SERVICE WITH OWNER.IF REQUIRED,PERFORM TRANSFER DURING OFF PEAK 3. PRODUCT DATA:PROVIDE MANUFACTURER'S DESCRIPTIVE LITERATURE FOR PRODUCTS SPECIFIED IN DIVISION 23, 1.07 COORDINATION DOCUMENTS CONSTRUCTION.INCLUDE THIS WARRANTY REQUIREMENT IN THE ORIGINAL BID OR PROPOSAL AMOUNT.COORDINATE HVAC SECTIONS. A. PRIOR TO CONSTRUCTION,PREPARE AND SUBMIT COORDINATED LAYOUT DRAWINGS(COMPOSITE DRAWINGS),TO HOURS.ONCE CHANGEOVER IS STARTED,PURSUE TO ITS COMPLETION TO KEEP INTERFERENCE TO A MINIMUM. AND PROVIDE ANY TEMPORARY POWER,CONTROLS,DUCTWORK,PIPING,PLUMBING ANCHORAGE,MISCELLANEOUS COORDINATE INSTALLATION AND LOCATION OF DUCTWORK,GRILLES,DIFFUSERS,PIPING,FIRE SPRINKLERS, PLUMBING, WIa. IF OVERTIME IS NECESSARY,THERE WW ILL BE NO ALLOWANCE MADE BY OWNER FOR EXTRA EXPENSE FOR SUCH STEEL AND STRUCTURAL SUPPORTS REQUIRED TO SUPPORT THE TEMPORARY SYSTEM.INSTALLATION OF THE SYSTEM 4. IDENTIFY/MARK EACH SUBMITTAL!N DETAIL.NOTE �AT DIFFERENCES, IF ANY,EXIST BETWEEN THE SUBMITTED ITEM LIGHTS,AND ELECTRICAL SERVICES.COMPOSITE DRAWINGS SHOW SERVICES ON SINGLE SHEET.KEY DRAWINGS TO OVERTIME OR SHIFT WORK. TO COMPLY WITH ALL APPLICABLE CODES AND BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION(AHJ). AND THE SPECIFIED ITEM.FAILURE TO IDENTIFY THE DIFFERENCES WILL BE CONSIDERED CAUSE FOR DISAPPROVAL. 4. ORGANIZE WORK TO MINIMIZE DURATION OF POWER INTERRUPTION. IF DIFFERENCES ARE NOT IDENTIFIED AND/OR NOT DISCOVERED DURING THE SUBMITTAL REVIEW PROCESS, STRUCTURAL COLUMN IDENTIFICATION SYSTEM.PRIOR TO COMPLETION OF DRAWINGS,COORDINATE PROPOSED END OF SECTION INSTALLATION WITH ARCHITECTURAL AND STRUCTURAL REQUIREMENTS,AND OTHER TRADES(INCLUDING PLUMBING, 3.05 CUTTING AND PATCHING CONTRACTOR REMAINS RESPONSIBLE FOR PROVIDING EQUIPMENT AND MATERIALS THAT MEET THE SPECIFICATIONS SECTION 23 05 29-HANGERS AND SUPPORTS FOR HVAC PIPING,DUCTWORK AND EQUIPMENT AND DRAWINGS. HVAC,FIRE PROTECTION,ELECTRICAL,CEILING SUSPENSION,AND CEILING TILE SYSTEMS,ETC.),AND PROVIDE A. CONFIRM CUTTING AND PATCHING REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS a. LABEL SUBMITTAL TO MATCH NUMBERING/REFERENCES AS SHOWN IN CONTRACT DOCUMENTS.HIGHLIGHT AND MAINTENANCE ACCESS REQUIREMENTS.COORDINATE WITH SUBMITTED ARCHITECTURAL SYSTEMS(I.E.ROOFING, AND DIVISION 01,GENERAL REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL PART 1 -GENERAL LABEL APPLICABLE INFORMATION TO INDIVIDUAL EQUIPMENT OR CROSS ILIA/REMOVE EXTRANEOUS DATA NOT CEILING,FINISHES)AND STRUCTURAL SYSTEMS AS SUBMITTED,INCLUDING FOOTINGS AND FOUNDATION.IDENTIFY ZONE DIVISION 23,HVAC SECTIONS AND THE FOLLOWING: 1.01SUMMARY APPLICABLE TO SUBMITTED MODEL.CLEARLY NOTE OPTIONS AND ACCESSORIES TO BE PROVIDED,INCLUDING OF INFLUENCE FROM FOOTINGS AND ENSURE SYSTEMS ARE NOT ROUTED WITHIN THE ZONE OF INFLUENCE.UNLESS 1. PROPOSED FLOOR CUTTING/CORE DRILLING/SLEEVE LOCATIONS TO BE APPROVED BY PROJECT STRUCTURAL A. WORK INCLUDED: FIELD INSTALLED ITEMS.HIGHLIGHT CONNECTIONS BY/TO OTHER TRADES. OTHERWISE REQUIRED BY DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND/OR DIVISION 01, ENGINEER.SUBMIT PROPOSED LOCATIONS TO ARCHITECT/PROJECT STRUCTURAL ENGINEER.WHERE SLABS ARE OF GENERAL REQUIREMENTS,DIVISION 23,HVAC TO COMBINE INFORMATION FURNISHED BY OTHER TRADES ONTO MASTER 1. HANGERS AND SUPPORTS FOR HVAC PIPING,DUCTWORK AND EQUIPMENT b. INCLUDE TECHNICAL DATA,INSTALLATION INSTRUCTIONS AND DIMENSIONED DRAWINGS FOR PRODUCTS, POST TENSION CONSTRUCTION,PERFORM X-RAY SCAN OF PROPOSED PENETRATION LOCATIONS AND SUBMIT SCAN COORDINATION DOCUMENTS. RESULTS INCLUDING PROPOSED PENETRATION LOCATIONS TO PROJECT STRUCTURAL ENGINEER/ARCHITECT FOR 2. BUILDING ATTACHMENTS FIXTURES,EQUIPMENT AND DEVICES INSTALLED,FURNISHED OR PROVIDED. REFERENCE INDIVIDUAL DIVISION 23, B. PREPARE DRAWINGS AS FOLLOWS: APPROVAL.WHERE SLABS ARE OF WAFFLE TYPE CONSTRUCTION,SHOW COLUMN CAP EXTENT AND CELL LOCATIONS HVAC SPECIFICATION SECTIONS FOR SPECIFIC ITEMS REQUIRED IN PRODUCT DATA SUBMITTAL OUTSIDE OF THESE 3. FLASHING REQUIREMENTS. 1. DRAWINGS IN CAD FORMAT.CAD FORMAT RELEASE EQUAL TO DESIGN DOCUMENTS. DRAWINGS TO BE SAME SHEET RELATIVE TO PROPOSED PENETRATION(S). c. PROVIDE PUMP CURVES,OPERATION CHARACTERISTICS,CAPACITIES,AMBIENT NOISE CRITERIA,ETC. FOR SIZE AND SCALE AS CONTRACT DRAWINGS AND INDICATE LOCATION,SIZE AND ELEVATION ABOVE FINISHED FLOOR OF 2. CUTTING, PATCHING AND REPAIRING FOR WORK SPECIFIED IN THIS DIVISION INCLUDING PLASTERING,MASONRY 4. MISCELLANEOUS METAL AND MATERIALS EQUIPMENT. EQUIPMENT AND DISTRIBUTION SYSTEMS. WORK,CONCRETE WORK,CARPENTRY WORK,AND PAINTING INCLUDED UNDER THIS SECTION WILL BE PERFORMED 1.02RELATED SECTIONS d. FOR VIBRATION ISOLATION OF EQUIPMENT,LIST MAKE AND MODEL SELECTED WITH OPERATING LOAD AND 2. REVIEW AND REVISE,AS NECESSARY,SECTION CUTS IN CONTRACT DRAWINGS AFTER VERIFICATION OF FIELD BY SKILLED CRAFTSMEN OF EACH RESPECTIVE TRADE IN CONFORMANCE WITH APPROPRIATE DIVISION OF WORK. A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. CONDITIONS. 3. ADDITIONAL OPENINGS REQUIRED IN BUILDING CONSTRUCTION TO BE MADE BY DRILLING OR CUTTING.USE OF JACK SPECIFICATIONS DEFLECTION. 1.03REFERENCES AND STANDARDS e. SEE DIVISION 23,HVAC INDIVIDUAL SECTIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS OUTSIDE OF THESE 3. INDICATE HYDRONIC AND AIR DISTRIBUTION SYSTEM PIPING INCLUDING FITTINGS,HANGERS,ACCESS PANELS, HAMMER IS SPECIFICALLY PROHIBITED.PATCH OPENINGS IN AND THROUGH CONCRETE AND MASONRY WITH GROUT. VALVES,AND BOTTOM OF PIPE AND DUCT ELEVATIONS ABOVE FINISHED FLOOR. 4. RESTORE NEW OR EXISTING WORK THAT IS CUT AND/OR DAMAGED TO ORIGINAL CONDITION.PATCH AND REPAIR A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, - MECHANICAL REQUIREMENTS. GENERAL REQUIREMENTS. 5. MAXIMUM OF TWO REVIEWS OF SUBMITTAL PACKAGE.ARRANGE FOR ADDITIONAL REVIEWS AND/OR EARLY REVIEW 4. INDICATE INVERTS AND PROVISION FOR PIPING THAT MUST BE GRADED TO HAVE RIGHT-OF-WAY OVER MORE SPECIFICALLY WHERE EXISTING ITEMS HAVE BEEN REMOVED.THIS INCLUDES REPAIRING AND PAINTING WALLS, OF LONG LEAD ITEMS;BEAR COSTS OF THESE ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES.INCOMPLETE FLEXIBLE ITEMS. DRAWINGS ALSO TO INDICATE PROPOSED CEILING GRID AND LIGHTING LAYOUT AS SHOWN ON CEILINGS,ETC.WHERE EXISTING CONDUIT AND DEVICES ARE REMOVED AS PART OF THIS PROJECT.WHERE B. IN ADDITION, MEET THE FOLLOWING: SUBMITTAL PACKAGES/SUBMITTALS WILL BE RETURNED TO CONTRACTOR WITHOUT REVIEW. ELECTRICAL DRAWINGS AND ARCHITECTURAL REFLECTED CEILING DRAWINGS AND HVAC EQUIPMENT,DUCTWORK ALTERATIONS DISTURB LAWNS,PAVING,AND WALKS,SURFACES TO BE REPAIRED,REFINISHED AND LEFT IN 1. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. AND PIPING. CONDITION MATCHING EXISTING PRIOR TO COMMENCEMENT OF WORK. 6. RESUBMISSION REQUIREMENTS: MAKE CORRECTIONS OR CHANGES IN SUBMITTALS AS REQUIRED,AND IN 5. INCORPORATE ADDENDA ITEMS AND CHANGE ORDERS. 5. ADDITIONAL WORK REQUIRED BY LACK OF PROPER COORDINATION WILL BE PROVIDED AT NO ADDITIONAL COST TO 2. TERMINOLOGY:AS DEFINED IN MSS SP-90"GUIDELINES ON TERMINOLOGY FOR PIPE HANGERS AND SUPPORTS". CONSIDERATION OF ENGINEER'S COMMENTS. IDENTIFY ENGINEER'S COMMENTS AND PROVIDE AN INDIVIDUAL THE OWNER. 3. INSTALL DUCTWORK AND PIPING PER SMACNA'S REQUIREMENTS. RESPONSE TO EACH OF THE ENGINEER'S COMMENTS.CLOUD CHANGES IN THE SUBMITTALS AND FURTHER IDENTIFY 6. DISTRIBUTE DRAWINGS TO TRADES AND PROVIDE ADDITIONAL COORDINATION AS REQUESTED BY OTHER TRADES. CHANGES WHICH ARE IN RESPONSE TO ENGINEER'S COMMENTS. C. ADVISE ARCHITECT IN EVENT CONFLICT OCCURS IN LOCATION OR CONNECTION OF EQUIPMENT.BEAR COSTS RESULTING 3.06 EQUIPMENT SELECTION AND SERVICEABILITY 4. HANGER SPACING INSTALLATION AND ATTACHMENT TO MEET ALL MANUFACTURER'S REQUIREMENTS AND MSS SP-58. 7. STRUCTURAUSEISMIC:PROVIDE WEIGHTS,DIMENSIONS,MOUNTING REQUIREMENTS AND LIKE INFORMATION FROM FAILURE TO PROPERLY COORDINATE INSTALLATION OR FAILURE TO ADVISE ARCHITECT OF CONFLICT. A. REPLACE OR REPOSITION EQUIPMENT WHICH IS TOO LARGE OR LOCATED INCORRECTLY TO PERMIT SERVICING,AT NO 1.04SUBMITTALS REQUIRED FOR MOUNTING,SEISMIC BRACING,AND SUPPORT.INDICATE MANUFACTURER'S INSTALLATION AND D. VERIFY IN FIELD EXACT SiZE,LOCATION,INVERT,AND CLEARANCES REGARDING EXISTING MATERIAL,EQUIPMENT AND ADDITIONAL COST TO OWNER. SUPPORT REQUIREMENTS TO MEET ASCE 7-10 REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS.PROVIDE APPARATUS,AND ADVISE ARCHITECT OF DISCREPANCIES BETWEEN THAT INDICATED ON DRAWINGS AND THAT EXISTING B. MAINTAIN DESIGN INTENT HERE EQUIPMENT OTHER THAN AS SHOWN AS BASIS OF DESIGN IN CONTRACT DOCUMENTS A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL W ENGINEERED SEISMIC DRAWINGS AND EQUIPMENT SEISMIC CERTIFICATION. EQUIPMENT IMPORTANCE FACTOR AS IN FIELD PRIOR TO INSTALLATION RELATED THERETO. IS PROVIDED.WHERE EQUIPMENT REQUIRES DUCTWORK OR PIPING ARRANGEMENT,CONTROLS/CONTROL DIAGRAMS, REQUIREMENTS. SPECIFIED IN DIVISION 01 AND IN STRUCTURAL DOCUMENTS. E. SUBMIT FINAL COORDINATION DRAWINGS WITH CHANGES AS RECORD DRAWINGS AT COMPLETION OF PROJECT. OR SEQUENCING DIFFERENT FROM THAT INDICATED IN CONTRACT DOCUMENTS,PROVIDE AT NO ADDITIONAL COST TO 0 I N T E R E A C E E N G I N E E R I N G PART2-PRODUCTS 8. TRADE COORDINATION: INCLUDE PHYSICAL CHARACTERISTICS, ELECTRICAL CHARACTERISTICS,DEVICE LAYOUTOWNER. PLANS,WRING DIAGRAMS,AND CONNECTIONS AS REQUIRED BY DIVISION 23, HVAC COORDINATION DOCUMENTS. FOR 3.07 DELIVERY,STORAGE AND HANDLING EQUIPMENT WITH ELECTRICAL CONNECTIONS,FURNISH COPY OF APPROVED SUBMITTAL FOR INCLUSION IN DIVISION 2.01 MANUFACTURERS PROJECTONTA2019 0641 • A. ARTICLES,FIXTURES,AND EQUIPMENT OFA KIND TO BE STANDARD PRODUCT OF ONE MANUFACTURER, INCLUDING BUT A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL CONTACT TAYLOR EDWARDS 26,ELECTRICAL SUBMITTALS. REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 23,HVAC SECTIONS AND MO . 2 2 9. MAKE PROVISIONS FOR OPENINGS IN BUILDING FOR ADMITTANCE OF EQUIPMENT PRIOR TO START OF CONSTRUCTION NOT LIMITED TO PUMPS,FANS,VALVES,CONTROL DEVICES,AIR HANDLERS,VIBRATION ISOLATION DEVICES,ETC. THE FOLLOWING: 100 SW Main Street,Suite 1600 OR ORDERING OF EQUIPMENT. 2.02 STANDARDS OF MATERIALS AND WORKMANSHIP • Portland,OR 97204 1. HANDLE MATERIALS DELIVERED TO PROJECT SITE WITH CARE TO AVOID DAMAGE.STORE MATERIALS ON SITE INSIDE 503.382,2266 10.SUBSTITUTIONS AND VARIATION FROM BASIS OF DESIGN: A. BASE CONTRACT UPON FURNISHING MATERIALS AS SPECIFIED.MATERIALS,EQUIPMENT,AND FIXTURES USED FOR TEL www.interfaceengineering corn \pdx- roj3\pdx roiects\2019 2019-0641\cad\mechanical 0641m0.2-m0.8.dw 111/7/2019 12:48:23 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGS ASSOCIATES ARCHITECTS,INC. FILE: 0641M0.2 - Mb.8.DWG - MO.2 I EDIT: 11/11/2019 4:23 PM BY TAYLORE I PLOT: 11/11/2019 4:25 PM BY TAYLOR EDWARDS Lc: ROFFss/ 1.05QUALITY ASSURANCE B. SUPPORT HORIZONTAL DUCTS WITHIN 24-INCHES OF EACH ELBOW AND WITHIN 48-INCHES OF EACH BRANCH 2. CODES AND STANDARDS:COMPLY WITH ANSI A13.1 FOR LETTERING SIZE,LENGTH OF COLOR FIELD,COLORS,AND 2) ASHRAE:COMPLY WITH RECOMMENDATIONS PERTAINING TO MEASUREMENTS,INSTRUMENTS,AND TAB. N EF Oy A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL INTERSECTION. VIEWING ANGLES OF IDENTIFICATION DEVICES UNLESS OTHERWISE INDICATED. 3) ANSI: 29 9r- REQUIREMENTS. C. PROVIDE ALUMINUM SUPPORTS FOR ALUMINUM DUCTWORK. 1.06WARRANTY (a)S1.4 SPECIFICATIONS FOR SOUND LEVEL METERS. CB. IN ADDITION,MEET THE FOLLOWING: D. INSTALL UPPER ATTACHMENTS TO STRUCTURES WITH AN ALLOWABLE LOAD NOT EXCEEDING ONE-FOURTH OF FAILURE A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND (b)51.11 SPECIFICATIONS FOR OCTAVE-BAND AND FRACTIONAL-OCTAVE-BAND ANALOG AND DIGITAL FILTERS. GON O1. WELDING: (PROOF-TEST)LOAD. DIVISION 01,GENERAL REQUIREMENTS.a. QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE VESSEL CODE:SECTION IX, E. USE DOUBLE NUTS AND LOCK WASHERS ON THREADED ROD SUPPORTS. (c) ANSI S1.13 METHODS FOR THE MEASUREMENT OF SOUND PRESSURE LEVELS. 5 Zp'��- "WELDING AND BRAZING QUALIFICATIONS". PART2-PRODUCTSc. TEST OBSERVATION: IF REQUESTED,CONDUCT TESTS IN THE PRESENCE OF THE ARCHITECT OR THE ARCHITECT'S \,F. ANCHOR DUCTS SECURELY TO BUILDING IN SUCH A MANNER AS TO PREVENT TRANSMISSION QF VIBRATION TO 2,01 MANUFACTURERS cG\- 2. WELDING FOR HANGERS: STRUCTURE.DO NOT CONNECT DUCT HANGER STRAPS TO ROOF DECK.DO NOT SUPPORT DUCTS FROM OTHER DUCTS, REPRESENTATIVE. a. QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO AWS D9.1,SHEET METAL WELDING CODE FOR DUCT JOINT PIPING OR EQUIPMENT. A. GENERAL: MANUFACTURER'S STANDARD PRODUCTS OF CATEGORIES AND TYPES REQUIRED FOR EACH APPLICATION AS 2. PROVIDE PROOF OF TESTING AGENCY HAVING SUCCESSFULLY COMPLETED AT LEAST FIVE PROJECTS OF SIMILAR 12/31/20 I AND SEAM WELDING. G. ATTACH STRAP HANGERS INSTALLED FLUSH WITH END OF SHEET-METAL DUCT RUN TO DUCT WITH SHEET-METAL REFERENCED IN OTHER DIVISION 23,HVAC SECTIONS.WHERE MORE THAN A SINGLE TYPE IS SPECIFIED FOR SIZE AND SCOPE. 3. ENGINEERING RESPONSIBILITY: SCREWS. APPLICATION, PROVIDE SINGLE SELECTION FOR EACH PRODUCT CATEGORY. 3. CODE COMPLIANCE:PERFORM TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION(AHJ)WHERE a. DESIGN AND PREPARATION OF SHOP DRAWINGS AND CALCULATIONS FOR EACH MULTIPLE PIPE SUPPORT, H. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS,BOLTS, RODS, NUTS,WASHERS,AND OTHER B. PLASTIC NAMEPLATES: REQUIRED BY THE AUTHORITY HAVING JURISDICTION(AHJ). N TRAPEZE,DUCT SUPPORT EQUIPMENT HANGERS/SUPPORTS,AND SEISMIC RESTRAINT BY A QUALIFIED ACCESSORIES. 1. BRADY CORPORATION 4. OWNER WITNESS:PERFORM TESTS IN THE PRESENCE OF THE OWNERS REPRESENTATIVE. STRUCTURAL PROFESSIONAL ENGINEER. I. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED THERMAL AND SEISMIC MOVEMENT OF PIPING SYSTEMS,TO • W 1) PROFESSIONAL ENGINEER QUALIFICATIONS:A PROFESSIONAL ENGINEER WHO IS LEGALLY QUALIFIED TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS,AND TO FACILITATE ACTION OF EXPANSION JOINTS, 2. BRIMAR 5. ENGINEER WITNESS:THE ENGINEER OR ENGINEER'S REPRESENTATIVE RESERVES THE RIGHT TO OBSERVE TESTS OR PRACTICE IN JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING EXPANSION LOOPS,EXPANSION BENDS,AND SIMILAR UNITS. SELECTED TESTS TO ASSURE COMPLIANCE WITH THE SPECIFICATIONS. 3. CHAMPION AMERICA .-- ENGINEERING SERVICES OF THE KIND INDICATED. ENGINEERING SERVICES ARE DEFINED AS THOSE J. LOAD DISTRIBUTION:INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADS AND STRESSES FROM 4. CRAFTMARK 6. SIMULTANEOUS TESTING:TEST OBSERVATIONS BY THE AHJ,THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE ENGINEER'S REPRESENTATIVE NEED NOT OCCUR SIMULTANEOUSLY. �"'� PERFORMED FOR INSTALLATIONS OF HANGERS AND SUPPORTS THAT ARE SIMILAR TO THOSE INDICATED FOR MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. 5. SETON0 THIS PROJECT IN MATERIAL,DESIGN,AND EXTENT. K. ADJUST HANGERS SO AS TO DISTRIBUTE LOADS EQUALLY ON ATTACHMENTS.PROVIDE GROUT UNDER SUPPORTS TO 7. DO NOT PERFORM TAB WORK UNTIL HEATING,VENTILATING,AND AIR CONDITIONING EQUIPMENT HAS BEEN L- 4. MANUFACTURERS REGULARLY ENGAGED IN THE MANUFACTURE OF BOLTED METAL FRAMING SUPPORT SYSTEMS, 6. OR APPROVED EQUIVALENT. COMPLETELY INSTALLED AND IS OPERATING CONTINUOUSLY AS REQUIRED. BRING PIPING, DUCTWORK AND EQUIPMENT TO PROPER LEVEL AND ELEVATIONS. n, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 10 YEARS. L. PRIME PAINT FERROUS NONGALVANIZED HANGERS,ACCESSORIES,AND SUPPLEMENTARY STEEL WHICH ARE NOT C. TAGS: 0 8. CONDUCT AIR TESTING AND BALANCING WITH CLEAN FILTERS IN PLACE.CLEAN STRAINERS PRIOR TO PERFORMING c 5. SUPPORT SYSTEMS TO BE SUPPLIED BY A SINGLE MANUFACTURER. FACTORY PAINTED. 1. BRADY CORPORATION HYDRONIC TESTING AND BALANCING. O 1.06WARRANTYM. PIPING ABOVE ROOF TO BE SUPPORTED WITH FREESTANDING ROOF PIPE SUPPORTS UNLESS DETAILED OTHERWISE. 2. BRIMAR 9. AGENT QUALIFICATIONS:ENGAGE A TAB AGENT CERTIFIED BY AABC OR NEBB. CD A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND 3.03 BUILDING ATTACHMENTS 3. CHAMPION AMERICA (10)10. TAB CONFERENCE: MEET WITH THE OWNER'S AND THE ARCHITECT'S REPRESENTATIVES ON APPROVAL OF THE TAB DIVISION 01,GENERAL REQUIREMENTS. O STRATEGIES AND PROCEDURES PLAN TO DEVELOP A MUTUAL UNDERSTANDING OF THE DETAILS.ENSURE THE 1.07PERFORMANCE REQUIREMENTS CONDITIONS AND IN ACCORDANCE MANUFACTURER'S PUBLISHEDEDINFORMATION. A. FACTORY FABRICATED ATTACHMENTS COMPLYING WITH MSS SELECTED TO SUIT BUILDING SUBSTRUCTURE 4. CRAFTMARK PARTICIPATION OF TAB TEAM MEMBERS, EQUIPMENT MANUFACTURERS'AUTHORIZED SERVICE REPRESENTATIVES, .� 0 PRODUCT /'� A. PROVIDE PIPE, DUCTWORK AND EQUIPMENT HANGERS AND SUPPORTS IN ACCORDANCE WITH THE FOLLOWING: 5. SETON HVAC CONTROLS INSTALLER,AND OTHER SUPPORT PERSONNEL.PROVIDE 7 DAYS ADVANCE NOTICE OF SCHEDULED l IW/ B. SELECT SIZE OF BUILDING ATTACHMENTS TO SUIT HANGER RODS. /� 1. WHEN SUPPORTS,ANCHORAGES,AND SEISMIC RESTRAINTS FOR EQUIPMENT,AND SUPPORTS,ANCHORAGES,AND 6. OR APPROVED EQUIVALENT. MEETING TIME AND LOCATION. =ow=C. SPACE ATTACHMENTS WITHIN MAXIMUM PIPING SPAN LENGTH INDICATED IN MSS SP-58. .�� CL. SEISMIC RESTRAINTS FOR CONDUIT, PIPING,AND DUCTWORK ARE NOT SHOWN ON THE DRAWINGS,THE CONTRACTOR D. INSTALL BUILDING ATTACHMENTS WITHIN CONCRETE SLABS OR ATTACH TO STRUCTURAL STEEL OR WOOD.INSTALL 2.02 PLASTIC NAMEPLATES a. AGENDA ITEMS: INCLUDE AT LEAST THE FOLLOWING: L IS RESPONSIBLE FOR THEIR DESIGN. /� j� 2. CONNECTIONS TO STRUCTURAL FRAMING NOT TO INTRODUCE TWISTING,TORSION,OR LATERAL BENDING IN THE ADDITIONAL BUILDING ATTACHMENTS WHERE SUPPORT IS REQUIRED FOR ADDITIONAL CONCENTRATED LOADS, A. DESCRIPTION:ENGRAVING STOCK MELAMINE PLASTIC LAMINATE IN THE SIZE AND THICKNESSES INDICATED,ENGRAVED 1) SUBMITTAL DISTRIBUTION REQUIREMENTS.LA [ 1 / V 0 FRAMING MEMBERS.PROVIDE SUPPLEMENTARY STEEL AS REQUIRED. INCLUDING VALVES,FNGES,GUIDES,STRAINERS, EXPANSION JOINTS,AND AT CHANGES IN DIRECTION OF PIPING. WITH ENGRAVER'S STANDARD LETTER STYLE OF THE SIZES AND WORDING INDICATED,BLACK WITH WHITE CORE(LETTER 2) CONTRACT DOCUMENTS EXAMINATION REPORT. V/ CD '+- E. ATTACHMENT TO WOOD STRUCTURE:ANVIL SIDE BEAM BRACKET FIGURE 202 FOR ATTACHMENT TO WOODEN BEAM OR COLOR),PUNCHED FOR MECHANICAL FASTENING EXCEPT WHERE ADHESIVE MOUNTING IS NECESSARY BECAUSE OF 3) TAB PLAN. I-- B. ENGINEERED SUPPORT SYSTEMS: APPROVED ATTACHMENT FOR A WOOD STRUCTURE. SUBSTRATE.PROVIDE 1/8-INCH THICK MATERIAL. _C j 1. SUPPORT FRAMES SUCH AS PIPE RACKS OR STANCHIONS FOR PIPING,DUCTWORK,AND EQUIPMENT WHICH PROVIDE 4) WORK SCHEDULE AND PROJECT SITE ACCESS REQUIREMENTS. F. INSTALL MECHANICAL-ANCHOR FASTENERS IN CONCRETE AFTER CONCRETE IS PLACED AND COMPLETELY CURED, 1. LETTER COLOR:WHITE. n m SUPPORT FROM BELOW. INSTALL FASTENERS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 5) COORDINATION AND COOPERATION OF TRADES AND SUBCONTRACTORS. (1 I 2. EQUIPMENT,DUCTWORK AND PIPING SUPPORT FRAME ANCHORAGE TO SUPPORTING SLAB OR STRUCTURE. 2. LETTER HEIGHT:1/2-INCH. C. PROVIDE SEISMIC RESTRAINT HANGERS AND SUPPORTS FOR PIPING,DUCTWORK AND EQUIPMENT. G. INSTALL CONCRETE INSERTS BEFORE CONCRETE IS PLACED;FASTEN INSERTS TO FORMS.WHERE CONCRETE WITH 6) COORDINATION OF DOCUMENTATION AND COMMUNICATION FLOW. - 3. BACKGROUND COLOR:BLACK. -f-- COMPRESSIVE STRENGTH LESS THAN 2500 PSI IS INDICATED,INSTALL REINFORCING BARS THROUGH OPENINGS AT TOP 11.CERTIFICATION OF TAB REPORTS:THIS CERTIFICATION INCLUDES THE FOLLOWING: 0 U1 • D. OBTAIN APPROVAL FROM AHJ FOR SEISMIC RESTRAINT HANGER AND SUPPORT SYSTEM TO BE INSTALLED FOR PIPING IN INSERTS. 4. FASTENERS:SELF-TAPPING STAINLESS STEEL SCREWS,EXCEPT CONTACT-TYPE PERMANENT ADHESIVE WHERE D 01E H. INSTALL POWDER-ACTUATED DRIVE-PIN FASTENERS IN CONCRETE AFTER CONCRETE IS PLACED AND COMPLETELY AND EQUIPMENT. SCREWS CANNOT OR SHOULD NOT PENETRATE THE SUBSTRATE. a. REVIEW FIELD DATA REPORTS TO VALIDATE ACCURACY OF DATA AND TO PREPARE CERTIFIED TAB REPORTS. S. (�} PART 2-PRODUCTS CURED.USE OPERATORS THAT ARE LICENSED BY POWDER-ACTUATED TOOL MANUFACTURER.INSTALL FASTENERS 5. ACCESS PANEL MARKERS:MANUFACTURER'S STANDARD 1/16-INCH THICK ENGRAVED PLASTIC LAMINATE ACCESS b. CERTIFY THAT THE TAB TEAM COMPLIED WITH THE APPROVED TAB PLAN AND THE PROCEDURES SPECIFIED AND (3 0 REFERENCED IN THIS SPECIFICATION .4._ PANEL MARKERS,WITH ABBREVIATIONS AND NUMBERS CORRESPONDING TO CONCEALED VALVE OR . 2.01 MANUFACTURERS ACCORDING TO POWDER-ACTUATED TOOL MANUFACTURER'S OPERATING MANUAL.TEST POWDER-ACTUATED INSERT V) A. HANGERS AND SUPPORTS FOR HVAC PIPING,DUCTWORK AND EQUIPMENT: ATTACHMENTS WITH A MINIMUM LOAD OF 100 POUNDS. DEVICES/EQUIPMENT.INCLUDE CENTER HOLE TO ALLOW ATTACHMENT. 12. TAB REPORTS:USE STANDARD FORMS FROM AABC'S"NATIONAL STANDARDS FOR TESTING,ADJUSTING,AND C C 1. ANVIL INTERNATIONAL I. DO NOT USE POWDER-ACTUATED CONCRETE FASTENERS FOR LIGHTWEIGHT AGGREGATE CONCRETES OR FOR SLABS 2.03 TAGS BALANCING"AND NEBB'S"PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF ENVIRONMENTAL0 LESS THAN 4-INCHES THICK. SYSTEMS." :3: N43: 2. B-LINE SYSTEMS,INCORPORATED A. PLASTIC TAGS:LAMINATED THREE-LAYER PLASTIC WITH ENGRAVED BLACK LETTERS ON LIGHT CONTRASTING ID 13.INSTRUMENTATION TYPE,QUANTITY,AND ACCURACY:AS DESCRIBED IN AABC NATIONAL STANDARDS AND NEBB'S 3. ERICO COMPANY,INCORPORATED J. BOLTING:PROVIDE BORED,DRILLED OR REAMED HOLES FOR BOLTING TO MISCELLANEOUS STRUCTURAL METALS, BACKGROUND COLOR.TAG SIZE MINIMUM 2-INCH DIAMETER. FRAMES OR FOR MOUNTS OR SUPPORTS.FLAME CUT,PUNCHED OR HAND SAWN HOLES WILL NOT BE ACCEPTED. "PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF ENVIRONMENTAL SYSTEMS,"SECTION II, 4. NELSON-OLSEN INCORPORATED B. METAL TAGS:POLISHED BRASS WITH STAMPED LETTERS;TAG SIZE MINIMUM 2-INCH DIAMETER WITH SMOOTH EDGES. "REQUIRED INSTRUMENTATION FOR NEBB CERTIFICATION." r'\ C K. ANCHOR BOLTS: (`j] 5. RILCO MANUFACTURING COMPANY,INCORPORATED PART 3-EXECUTION 14.INSTRUMENTATION CALIBRATION:CALIBRATE INSTRUMENTS AT LEAST EVERY 6 MONTHS OR MORE FREQUENTLY IF 1. INSTALL ANCHOR BOLTS FOR MECHANICAL EQUIPMENT,PIPING AND DUCTWORK AS REQUIRED.TIGHTLY FIT AND 6. SNAPPITZ THERMAL PIPE SHIELD MANUFACTURING 0 CLAMP BASE-SUPPORTED EQUIPMENT ANCHOR BOLTS AT EQUIPMENT SUPPORT POINTS.PROVIDE LOCKNUTS WHERE 3.01 GENERAL-INSTALLATION REQUIRED BY THE INSTRUMENT MANUFACTURER. 7. UNISTRUT CORPORATION EQUIPMENT,PIPING AND DUCTWORK ARE HUNG. A. IDENTIFY AIR HANDLING UNITS,PUMPS,HEAT TRANSFER EQUIPMENT,TANKS,AND WATER TREATMENT DEVICES WITH 1.06WARRANTY 0 Film. '~ 8. OR APPROVED EQUIVALENT. 2. ANCHOR BOLTS(CAST-IN-PLACE):EMBED ANCHOR BOLTS IN NEW CAST-IN-PLACE CONCRETE TO ANCHOR EQUIPMENT. PLASTIC NAMEPLATES RIVETED TO EQUIPMENT BODY. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND U B. BUILDING ATTACHMENTS: INSTALL A PIPE SLEEVE AROUND THE ANCHOR BOLT FOR ADJUSTMENT OF THE TOP 1/3 OF THE BOLT EMBEDMENT; 1. ANCHOR-IT SIZES AND PATTERNS TO SUIT THE INSTALLATION CONDITIONS OF THE EQUIPMENT TO BE ANCHORED. B. COORDINATE NAMES,ABBREVIATIONS AND OTHER DESIGNATIONS USED IN MECHANICAL IDENTIFICATION WORK WITH DIVISION 01,GENERAL REQUIREMENTS. 1 p E_ CORRESPONDING DESIGNATIONS SHOWN,SPECIFIED OR SCHEDULED.PROVIDE NUMBERS,LETTERING AND WORDING AS B. IN ADDITION,PROVIDE: 0 2. GUNNEBO FASTENING CORPORATION 3.04 FLASHING INDICATED OR,IF NOT OTHERWISE INDICATED,AS RECOMMENDED BY MANUFACTURERS OR AS REQUIRED FOR PROPER L 3. HILTI CORPORATION A. FLASH AND COUNTERFLASH WHERE PIPING,DUCTWORK AND EQUIPMENT PASSES THROUGH WEATHER OR IDENTIFICATION AND OPERATION/MAINTENANCE OF MECHANICAL SYSTEMS AND EQUIPMENT. 1. TAB AGENCY PROVIDES WARRANTY FOR A PERIOD OF 90 DAYS FOLLOWING SUBMISSION OF COMPLETED REPORT, 4. I /�INVRAMSET/RED HEAD WATERPROOFED WALLS,FLOORS,AND ROOFS. DURING WHICH TIME,OWNER MAY REQUEST A RECHECK OF UP TO 10 PERCENT OF TOTAL NUMBER OF TERMINALS,OR C. MULTIPLE SYSTEMS:WHERE MULTIPLE SYSTEMS OF SAME GENERIC NAME ARE SHOWN AND SPECIFIED,PROVIDE RESETTING OF ANY OUTLET,COIL,OR DEVICE LISTED IN THE FINAL TAB REPORT. 0 0 v, ,_ 5. MASTERSET FASTENING SYSTEMS,INCORPORATED B. PROVIDE 12-INCH MINIMUM HEIGHT CURBS FOR ROOF-MOUNTED MECHANICAL EQUIPMENT.FLASH AND COUNTER FLASH IDENTIFICATION WHICH INDICATES INDIVIDUAL SYSTEM NUMBER AS WELL AS SERVICE(AS EXAMPLES:CHILLER NO.3,AIR (.) O a 6. OR APPROVED EQUIVALENT. WITH GALVANIZED STEEL,SOLDERED AND WATERPROOFED. HANDLING UNIT NO.42,STANDPIPE F12,AND THE LIKE). 2. GUARANTEE:MEET THE REQUIREMENTS OF THE FOLLOWING PROGRAMS: OCDN A. HANGER RODS:HANGER RODS CONTINUOUSLY THREADED OR THREADED ENDS ONLY IN CONCEALED SPACES AND A. GENERAL:VERIFY DIMENSIONS PRIOR TO FABRICATION.FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS E. COORDINATION:WHERE IDENTIFICATION IS TO BE APPLIED TO SURFACES WHICH REQUIRE INSULATION,PAINTING OR REQUIREMENTS OF THE CONTRACT DOCUMENTS IF THE TAB AGENT FAILS TO COMPLY WITH THE CONTRACT ..< • DOCUMENTS.GUARANTEE INCLUDES THE FOLLOWING PROVISIONS: N THREADED ENDS ONLY IN EXPOSED SPACES;FINISH ELECTRO-GALVANIZED OR CADMIUM-PLATED IN CONCEALED SPACES AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION;MAKE WITH LINES STRAIGHT AND OTHER COVERING OR FINISH,INCLUDING VALVE TAGS IN FINISHED MECHANICAL SPACES,INSTALL IDENTIFICATION AFTER r- AND PRIME PAINTED IN EXPOSED SPACES;SIZES PER MSS. ANGLES SHARP,CLEAN AND TRUE;DRILL,COUNTERSINK,TAP,AND OTHERWISE PREPARE ITEMS FOR CONNECTIONS COMPLETION OF COVERING AND PAINTING.INSTALL IDENTIFICATION PRIOR TO INSTALLATION OF ACOUSTICAL CEILINGS 1) THE CERTIFIED AGENT HAS TESTED,ADJUSTED,AND BALANCED SYSTEMS ACCORDING TO THE CONTRACT WITH WORK OF OTHER TRADES,AS REQUIRED. FABRICATE TO DETAIL OF STRUCTURAL SHAPES,PLATES AND BARS; DOCUMENTS. B. HANGER ROD COUPLINGS:ANVIL FIGURE 136,B-LINE FIGURE B3220,OR APPROVED EQUIVALENT;MALLEABLE IRON ROD AND SIMILAR REMOVABLE CONCEALMENT. SYSTEMS ARE BALANCED TO OPTIMUM PERFORMANCE CAPABILITIES WITHIN DESIGN AND INSTALLATION LIMITS. PROJECT NO. COUPLING WITH ELONGATED CENTER SIGHT GAP FOR VISUAL INSPECTION;TO HAVE SAME FINISH AS HANGER RODS. WELD JOINTS WHERE PRACTICABLE; PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE 2) ANCHORAGES;CLIP ANGLES,SLEEVES,ANCHOR PLATES,AND SIMILAR DEVICES.HOT DIPPED GALVANIZE AFTER F. INSTALL ALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. CHANNEL HANGING SYSTEM: FABRICATION ITEMS INSTALLED IN EXTERIOR LOCATIONS.SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR 1.07DEFINITIONS 19-123.1 1. FRAMING MEMBERS NO. 12 GAUGE FORMED STEEL CHANNELS, 1-5/8-INCH SQUARE,CONFORMING TO ASTM A570 GR33, SECURELY TO BUILDING CONSTRUCTION.CONSTRUCT ITEMS WITH JOINTS FORMED FOR STRENGTH AND RIGIDITY, G. MANUAL BALANCING DAMPERS:PROVIDE 12-INCH LONG ORANGE MARKER RIBBON TO END OF BALANCING DAMPER ONE SIDE OF CHANNEL TO HAVE A CONTINUOUS SLOT WITHIN TURNED LIPS;FRAMING NUT WITH GROOVES AND ACCURATELY MACHINING FOR PROPER FIT;WHERE EXPOSED TO WEATHER,FORM TO EXCLUDE WATER. HANDLE. A. ADJUST:TO REGULATE FLUID FLOW RATE AND AIR PATTERNS AT THE TERMINAL EQUIPMENT,SUCH AS TO REDUCE FAN DRAWN BY : SPEED OR ADJUST A DAMPER. SPRING 1/2-INCH SIZE,CONFORMING TO ASTM 675 GR60;SCREWS CONFORMING TO ASTM A307;FITTINGS B. FINISHES: END OF SECTION CONFORMING TO ASTM A575; PARTS ENAMEL PAINTED OR ELECTRO-GALVANIZED. SECTION 23 05 93-TESTING,ADJUSTING,AND BALANCING FOR HVAC B. BALANCE:TO PROPORTION FLOWS WITHIN THE DISTRIBUTION SYSTEM,INCLUDING SUBMAINS,BRANCHES,AND TE 1. FERROUS METAL:AFTER FABRICATION, BUT BEFORE ERECTION,CLEAN SURFACES BY MECHANICAL OR CHEMICAL TERMINALS,ACCORDING TO DESIGN QUANTITIES. 2. CONCRETE INSERTS:MALLEABLE IRON BODY, HOT DIPPED GALVANIZED FINISH.LATERAL ADJUSTMENT.MSS TYPE 18. METHODS TO REMOVE RUST,SCALE,OIL,CORROSION,OR OTHER SUBSTANCES DETRIMENTAL TO BONDING OF PART 1 -GENERAL CHECKED BY : D. CONTINUOUS CONCRETE INSERT:STEEL CONSTRUCTION, MINIMUM 12 GAUGE.ELECTROGALVANIZED FINISH. PIPE SUBSEQUENTLY APPLIED PROTECTIVE COATINGS.FOR METAL ITEMS EXPOSED TO WEATHER OR MOISTURE, C. DRAFT:A CURRENT OF AIR,WHEN REFERRING TO LOCALIZED EFFECT CAUSED BY ONE OR MORE FACTORS OF HIGH AIR CLAMPS AND INSERT NUTS TO MATCH. GALVANIZE IN MANNER TO OBTAIN G90 ZINC COATING IN ACCORDANCE WITH ASTM A123. PROVIDE OTHER 1.01SUMMARY VELOCITY,LOW AMBIENT TEMPERATURE,OR DIRECTION OF AIRFLOW,WHEREBY MORE HEAT IS WITHDRAWN FROM A JM 2.03 BUILDING ATTACHMENTS NON-GALVANIZED FERROUS METAL WITH 1 COAT OF APPROVED RUST-RESISTING PAINT PRIMER,IN MANNER TO A. WORK INCLUDED: PERSONS SKIN THAN IS NORMALLY DISSIPATED. A. BEAM CLAMPS: OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS.TOUCH-UP DAMAGED AREAS IN PRIMER WITH SAME MATERIAL, 1. GENERAL REQUIREMENTS AND PROCEDURES D. PROCEDURE:AN APPROACH TO AND EXECUTION OF A SEQUENCE OF WORK OPERATIONS TO YIELD REPEATABLE DATE : 1. MSS TYPE 19 AND 23,WIDE THROAT,WITH RETAINING CLIP. BEFORE INSTALLATION.APPLY ZINC COATINGS AND PAINT PRIMERS UNIFORMLY AND SMOOTHLY;LEAVE READY FOR 2. FUNDAMENTAL AIR SYSTEMS BALANCING PROCEDURES RESULTS. 1 1.1 1.2019 FINISH PAINTING AS SPECIFIED ELSEWHERE. E. REPORT FORMS:TEST DATA SHEETS FOR RECORDING TEST DATA IN LOGICAL ORDER. 2. UNIVERSAL SIDE BEAM CLAMP: MSS TYPE 20. 2. METAL IN CONTACT WITH CONCRETE, MASONRY AND OTHER DISSIMILAR MATERIALS:WHERE METAL ITEMS ARE TO BE 3. TEMPERATURE CONTROL VERIFICATION REVISION : B. POWDER-ACTUATED DRIVE PIN FASTENERS:POWDER ACTUATED TYPE,DRIVE PIN ATTACHMENTS WITH PULL-OUT AND ERECTED IN CONTACT WITH DISSIMILAR MATERIALS,PROVIDE CONTACT SURFACES WITH COATING OF AN APPROVED 4. CONSTANT VOLUME AIR SYSTEMS BALANCING PROCEDURES F. STATIC HEAD:THE PRESSURE DUE TO THE WEIGHT OF THE FLUID ABOVE THE POINT OF MEASUREMENT.IN A CLOSED SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED. ZINC-CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS,IN ADDITION TO OTHER SYSTEM,STATIC HEAD IS EQUAL ON BOTH SIDES OF THE PUMP. C. ANCHOR BOLTS: COATINGS SPECIFIED IN THESE SPECIFICATIONS. 5. PRE-BALANCE REPORTING G. SUCTION HEAD:THE HEIGHT OF FLUID SURFACE ABOVE THE CENTERLINE OF THE PUMP ON THE SUCTION SIDE. 1. ANCHOR SUPPORTS TO EXISTING MASONRY,BLOCK AND TILE WALLS PER ANCHORING SYSTEM MANUFACTURER'S 3. FOR GALVANIZED SURFACES:CLEAN FIELD WELDS,BOLTED CONNECTIONS,AND ABRADED AREAS AND APPLY 6. FINAL REPORTS: H. SYSTEM EFFECT:A PHENOMENON THAT CAN CREATE UNDESIRED OR UNPREDICTED CONDITIONS THAT CAUSE REDUCED RECOMMENDATIONS OR AS MODIFIED BY PROJECT STRUCTURAL ENGINEER.INSERT-TYPE ATTACHMENTS WITH GALVANIZING REPAIR PAINT TO COMPLY WITH ASTM A780. a. REPORT REQUIREMENTS CAPACITIES IN ALL OR PART OF A SYSTEM. PULL-OUT AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED. C. COORDINATE AND FURNISH ANCHORAGES,SETTING DRAWINGS,DIAGRAMS,TEMPLATES, INSTRUCTIONS,AND b. GENERAL REPORT DATA I. SYSTEM EFFECT FACTORS:ALLOWANCES USED TO CALCULATE A REDUCTION OF THE PERFORMANCE RATINGS OF A FAN 2. ANCHOR BOLTS(CAST-IN-PLACE):STEEL BOLTS,ASTM A307.NUTS TO CONFORM TO ASTM A194.DESIGN VALUES FOR DIRECTIONS FOR INSTALLATION OF ANCHORAGES,SUCH AS CONCRETE INSERTS,SLEEVES,ANCHOR BOLTS AND c. SYSTEM DIAGRAMS WHEN INSTALLED UNDER CONDITIONS DIFFERENT FROM THOSE PRESENTED WHEN THE FAN WAS PERFORMANCE SHEAR AND TENSION NOT MORE THAN 80 PERCENT OF THE ALLOWABLE LISTED LOADS. MISCELLANEOUS ITEMS HAVING INTEGRAL ANCHORS,WHICH ARE TO BE EMBEDDED IN CONCRETE OR MASONRY TESTED. 3. ANCHOR(EXPANSION)BOLTS:CARBON STEEL TO ASTM A307; NUT TO CONFORM TO ASTM A194; DRILLED-IN TYPE. CONSTRUCTION.COORDINATE DELIVERY OF SUCH ITEMS TO PROJECT SITE. d. AIR HANDLING UNITS DESIGN VALUES FOR SHEAR AND TENSION NOT MORE THAN 80 PERCENT OF THE ALLOWABLE LISTED LOADS. D. FASTENING TO IN-PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE NECESSARY FOR e. FANS J. TAB:TESTING,ADJUSTING,AND BALANCING. 4. ANCHOR(ADHESIVE)BOLTS:CONSISTING OF TWO-PART ADHESIVE CARTRIDGE AND ZINC-PLATED TYPE A307 STEEL SECURING MISCELLANEOUS METAL FABRICATIONS TO IN-PLACE CONSTRUCTION; INCLUDING,THREADED FASTENERS f. DUCT TRAVERSES K. TERMINAL:A POINT WHERE THE CONTROLLED MEDIUM,SUCH AS FLUID OR ENERGY,ENTERS OR LEAVES THE ANCHOR BOLT ROD ASSEMBLY WITH ASTM A194 NUT. FOR CONCRETE AND MASONRY INSERTS,TOGGLE BOLTS,THROUGH-BOLTS,LAG BOLTS,WOOD SCREWS AND OTHER DISTRIBUTION SYSTEM. 9, DIFFUSERS/REGISTERS/GRILLES 2.04 FLASHING CONNECTORS AS REQUIRED.AVOID CUTTING CONCRETE REINFORCING WHEN DRILLING FOR INSERTS.REFERENCE L. TEST:A PROCEDURE TO DETERMINE QUANTITATIVE PERFORMANCE OF A SYSTEM OR EQUIPMENT. A. STEEL FLASHING:26 GAUGE GALVANIZED STEEL. STRUCTURAL DRAWINGS AND REINFORCING SHOP DRAWINGS AND DETERMINE LOCATIONS OF STIRRUPS PRIOR TO h. INSTRUMENT CALIBRATION DRILLING INTO CONCRETE. 7. ADDITIONAL TESTS M. TESTING,ADJUSTING,AND BALANCING(TAB)AGENT:THE ENTITY RESPONSIBLE FOR PERFORMING AND REPORTING THE B. SAFES:8 MIL THICK NEOPRENE. E. CUTTING,FITTING AND PLACEMENT:PERFORM CUTTING,DRILLING AND FITTING REQUIRED FOR INSTALLATION OF TAB PROCEDURES. 1.02RELATED SECTIONS C. CAPS:STEEL,22 GAUGE MINIMUM,16 GAUGE AT FIRE-RESISTANT STRUCTURES. MISCELLANEOUS METAL FABRICATIONS.SET WORK ACCURATELY IN LOCATION,ALIGNMENT AND ELEVATION,PLUMB, N. AABC:ASSOCIATED AIR BALANCE COUNCIL. 2.05 MISCELLANEOUS METAL AND MATERIALS LEVEL,TRUE AND FREE OF RACK,MEASURED FROM ESTABLISHED LINES AND LEVELS. PROVIDE TEMPORARY BRACING A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. 0. AMCA:AIR MOVEMENT AND CONTROL ASSOCIATION. A. GENERAL: OR ANCHORS IN FORMWORK FOR ITEMS,WHICH ARE TO BE BUILT INTO CONCRETE MASONRY OR SIMILAR 1.03REFERENCES AND STANDARDS CONSTRUCTION. P. NEBB:NATIONAL ENVIRONMENTAL BALANCING BUREAU. 1. PROVIDE MISCELLANEOUS METAL ITEMS SPECIFIED,INCLUDING MATERIALS,FABRICATION,FASTENINGS AND A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, ACCESSORIES REQUIRED FOR FINISHED INSTALLATION,WHERE INDICATED ON DRAWINGS OR OTHERWISE NOT F. FIELD WELDING:COMPLY WITH AWS CODE FOR PROCEDURES OF MANUAL SHIELDED METAL-ARC WELDING,APPEARANCE GENERAL REQUIREMENTS. Q. SMACNA:SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION. SHOWN ON DRAWINGS THAT ARE NECESSARY FOR COMPLETION OF THE PROJECT.CONTRACTOR IS RESPONSIBLE AND QUALITY OF WELDS MADE,AND METHODS USED IN CORRECTING WELDING WORK. 1.08COORDINATION FOR THEIR DESIGN. G. SETTING LOOSE PLATES:CLEAN CONCRETE AND MASONRY BEARING SURFACES OF ANY BOND REDUCING MATERIALS, 1.04SU8MITTALS 2. FABRICATE MISCELLANEOUS UNITS TO SIZE SHAPES AND PROFILES INDICATED OR,IF NOT INDICATED,OF REQUIRED AND ROUGHEN TO IMPROVE BOND TO SURFACES.CLEAN BOTTOM SURFACE OF BEARING PLATES. A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL A. COORDINATE THE EFFORTS OF FACTORY-AUTHORIZED SERVICE REPRESENTATIVES FOR SYSTEMS AND EQUIPMENT, REQUIREMENTS. HVAC CONTROLS INSTALLERS,AND OTHER MECHANICS TO OPERATE HVAC SYSTEMS AND EQUIPMENT TO SUPPORT AND DIMENSIONS TO RECEIVE ADJACENT OTHER WORK TO BE RETAINED BY FRAMING.EXCEPT AS OTHERWISE SHOWN, H. SET LOOSE LEVELING AND BEARING PLATES ON WEDGES,OR OTHER ADJUSTABLE DEVICES.AFTER THE BEARING ASSIST TAB ACTIVITIES. FABRICATE FROM STRUCTURAL STEEL SHAPES AND PLATES AND STEEL BARS,OF WELDED CONSTRUCTION USING MEMBERS HAVE BEEN POSITIONED AND PLUMBED,TIGHTEN THE ANCHOR BOLTS.DO NOT REMOVE WEDGES OR SHIMS, B. IN ADDITION,PROVIDE: B. NOTICE:PROVIDE 7 DAYS ADVANCE NOTICE FOR EACH TEST.INCLUDE SCHEDULED TEST DATES AND TIMES. MITERED JOINTS FOR FIELD CONNECTION.CUT,DRILL AND TAP UNITS TO RECEIVE HARDWARE AND SIMILAR ITEMS. BUT IF PROTRUDING,CUT-OFF FLUSH WITH EDGE OF THE BEARING PLATE BEFORE PACKING WITH GROUT.USE METALLIC 1. QUALITY-ASSURANCE SUBMITTALS:SUBMIT TWO COPIES OF EVIDENCE THAT THE TESTING,ADJUSTING,AND B. STRUCTURAL SHAPES:WHERE MISCELLANEOUS METAL ITEMS ARE NEEDED TO BE FABRICATED FROM STRUCTURAL NON-SHRINK GROUT IN CONCEALED LOCATIONS WHERE NOT EXPOSED TO MOISTURE;USE NON-METALLIC NON-SHRINK C. PERFORM TAB AFTER LEAKAGE AND PRESSURE TESTS ON AIR AND WATER DISTRIBUTION SYSTEMS HAVE BEEN STEEL SHAPES AND PLATES,PROVIDE MEMBERS CONSTRUCTED OF STEEL CONFORMING WITH REQUIREMENTS OF ASTM GROUT IN EXPOSED LOCATIONS,UNLESS OTHERWISE INDICATED. BALANCING(TAB)AGENT AND THIS PROJECTS TAB TEAM MEMBERS MEET THE QUALIFICATIONS SPECIFIED IN THE SATISFACTORILY COMPLETED. "QUALITY ASSURANCE"ARTICLE BELOW. A36 OR APPROVED EQUIVALENT. I. PACK GROUT SOLIDLY BETWEEN BEARING SURFACES AND PLATES TO ENSURE THAT NO VOIDS REMAIN. PART 2-PRODUCTS-NOT USED C. FASTENERS:PROVIDE FASTENERS OF TYPES AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS; J. CUT,DRILL,AND FIT MISCELLANEOUS METAL FABRICATIONS FOR HEAVY-DUTY STEEL TRAPEZES AND EQUIPMENT 2. PRE-CONSTRUCTION PHASE REPORT: SURFACE-APPl1ED FASTENERS ARE SPECIFIED ELSEWHERE. SUPPORTS. a. PROVIDE A PRE-CONSTRUCTION PHASE TAB PLAN AT LEAST TWO WEEKS PRIOR TO THE COMMENCEMENT OF TAB PART 3-EXECUTION D. BOLTS:LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WW WITH REQUIREMENTS K. FIT EXPOSED CONNECTIONS TOGETHER TO FORM HAIRLINE JOINTS.FIELD-WELD CONNECTIONS THAT CANNOT BE WORK.THIS REPORT IS TO INCLUDE: 3,01 GENERAL REQUIREMENTS AND PROCEDURES OF ASTM A307;INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS.FOR STRUCTURAL STEEL ELEMENTS SHOP-WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. 1) A COMPLETE SET OF REPORT FORMS INTENDED FOR USE ON THE PROJECT,WITH DATA FILLED IN EXCEPT FOR A. PROJECT CONDITIONS: SUPPORTING MECHANICAL MATERIAL OR EQUIPMENT FROM BUILDING STRUCTURAL MEMBERS OR CONNECTION L. FIELD WELDING:COMPLY WITH AWS D1.1 PROCEDURES FOR SHIELDED METAL ARC WELDING,APPEARANCE AND QUALITY THE FIELD READINGS.FORMS TO BE PROJECT-SPECIFIC. 1. NON-OWNER OCCUPANCY:COMPLETE BALANCING OF BUILDING SYSTEMS PRIOR TO SUBSTANTIAL COMPLETION AND THERETO,USE FASTENERS CONFORMING TO ASTM A325. OF WELDS,AND METHODS USED IN CORRECTING WELDING WORK,AND WITH THE FOLLOWING: 2) MARKED UP SHOP DRAWINGS IDENTIFYING ALL HVAC EQUIPMENT TO BE BALANCED,AND ASSOCIATED OUTLETS OWNER OCCUPANCY. E. MISCELLANEOUS MATERIALS:PROVIDE INCIDENTAL ACCESSORY MATERIALS,TOOLS,METHODS,AND EQUIPMENT 1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE AND TERMINAL DEVICES. B. GENERAL REQUIREMENTS: REQUIRED FOR FABRICATION. OF BASE METALS. 3) IDENTIFICATION OF THE TYPE,MANUFACTURER,AND MODEL OF THE ACTUAL INSTRUMENTS TO BE USED,AND F. PROVIDE HOT DIPPED GALVANIZED COMPONENTS FOR ITEMS EXPOSED TO WEATHER.COLD GALVANIZE FIELD-WELDED 2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. CLEAR INDICATION OF WHICH INSTRUMENT WILL BE USED TO TAKE EACH TYPE OF READING.CALIBRATION 1. WHERE HVAC SYSTEMS AND/OR COMPONENTS INTERFACE WITH LIFE SAFETY SYSTEMS,INCLUDING FIRE AND SMOKE JOINTS AND COMPONENTS.USE MATERIALS COMPATIBLE WITH SYSTEM BEING SUPPORTED(I.E.ALUMINUM FOR CERTIFICATIONS ARE TO BE INCLUDED. DETECTION,ALARM,AND CONTROLS,COORDINATE SCHEDULING AND TESTING AND INSPECTION PROCEDURES WITH ALUMINUM DUCTWORK,STAINLESS STEEL FOR STAINLESS STEEL DUCTWORK). 3. REMOVE WELDING FLUX IMMEDIATELY. AUTHORITIES HAVING JURISDICTION. 4. FINISH WELDS AT EXPOSED CONNECTIONS SO NO ROUGHNESS SHOWS AFTER FINISHING AND CONTOURS OF WELDED 4) A NARRATIVE OF ANY PROJECT SPECIFIC AND/OR NON-STANDARD TAB PROCEDURES TO BE USED,AND THE 2. PERFORM TAB WORK WITH DOORS,CLOSED WINDOWS,AND CEILINGS INSTALLED ETC.,TO OBTAIN SIMULATED OR G. USE STRAPS,THRESHOLD RODS AND WIRE WITH SIZES REQUIRED BY SMACNA TO SUPPORT DUCTWORK. SURFACES MATCH ADJACENT CONTOURS. EQUIPMENT OR SYSTEMS THEY APPLY TO. PROJECT OPERATING CONDITIONS.DO NOT PROCEED UNTIL SYSTEMS SCHEDULED FOR TAB ARE CLEAN AND FREE H. GROUT: M. PROVIDE GALVANIZED COMPONENTS FOR ITEMS EXPOSED TO WEATHER. 3. CONTRACT DOCUMENTS EXAMINATION REPORT:WITHIN 45 DAYS FROM THE CONTRACTOR'S NOTICE TO PROCEED, FROM DEBRIS,DIRT AND DISCARDED BUILDING MATERIALS. 1. ASTM C1107,GRADE B,FACTORY MIXED AND PACKAGED,NONSHRINK AND NONMETALLIC,DRY,HYDRAULIC-CEMENT END OF SECTION SUBMIT TWO COPIES OF THE CONTRACT DOCUMENTS REVIEW REPORT AS SPECIFIED IN PART 3 OF THIS SECTION. GROUT. 3. WHERE OWNER OCCUPIES BUILDING DURING THE TESTING PERIOD,COOPERATE WITH OWNER TO MINIMIZE 2. CHARACTERISTICS:POST HARDENING AND VOLUME ADJUSTING;RECOMMENDED FOR BOTH INTERIOR AND EXTERIOR 4. STRATEGIES AND PROCEDURES PLAN:SUBMIT TWO COPIES OF THE TAB STRATEGIES AND STEP-BY-STEP CONFLICTS WITH OWNER'S OPERATIONS. PROCEDURES AS SPECIFIED IN PART 3 BELOW.INCLUDE A COMPLETE SET OF REPORT FORMS INTENDED FOR USE ON APPLICATIONS. C. EXAMINATION: SECTION 23 05 53-IDENTIFICATION FOR HVAC PIPING,DUCTWORK AND EQUIPMENT THIS PROJECT. 3. PROPERTIES:NONSTAINING, NONCORROSIVE,AND NON GASEOUS. 5. SPECIFY REPORTS REQUIRED BECAUSE OF EDITING PROCEDURES IN PART 3 OF THIS SECTION. 1. EXAMINE CONTRACT DOCUMENTS TO BECOME FAMILIAR WITH PROJECT REQUIREMENTS AND EXISTING BUILDING 4. DESIGN MIX:5000-PSI(34.5-MPA),28-DAY COMPRESSIVE STRENGTH. PART 1 -GENERAL RECORD DOCUMENTS(IF AVAILABLE)TO DISCOVER CONDITIONS IN SYSTEMS'DESIGNS THAT MAY PRECLUDE PROPER 6. CERTIFIED TAB REPORTS:SUBMIT TWO COPIES OF REPORTS PREPARED,AS SPECIFIED IN THIS SECTION,ON TAB OF SYSTEMS AND EQUIPMENT. SPECIFICATIONS PART 3-EXECUTION 1.01SUMMARY APPROVED FORMS CERTIFIED BY THE TAB AGENT. 3.01 GENERAL INSTALLATION REQUIREMENTS A. WORK INCLUDED: 7. SAMPLE REPORT FORMS:SUBMIT TWO SETS OF SAMPLE TAB REPORT FORMS. a. CONTRACT DOCUMENTS ARE DEFINED IN THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THE CONTRACT. A. VERIFY BUILDING MATERIALS TO HAVE HANGERS AND ATTACHMENTS AFFIXED IN ACCORDANCE WITH HANGERS TO BE b. VERIFY THAT BALANCING DEVICES,SUCH AS TEST PORTS,GAUGE COCKS,THERMOMETER WELLS,FLOW-CONTROL - MECHANICAL 1. PLASTIC NAMEPLATES 8. TEST INSTRUMENT CALIBRATION:SUBMIT PROOF OF CALIBRATION WITHIN THE LAST 6 MONTHS. USED.PROVIDE SUPPORTING CALCULATIONS. DEVICES,BALANCING VALVES AND FITTINGS,AND MANUAL VOLUME DAMPERS,ARE REQUIRED BY THE CONTRACT B. EXAMINE DRAWINGS AND COORDINATE FOR VERIFICATION OF EXACT LOCATIONS OF FIRE AND SMOKE RATED WALLS, 2. TAGS 9. FINAL REPORT. DOCUMENTS.VERIFY THAT QUANTITIES AND LOCATIONS OF THESE BALANCING DEVICES ARE ACCESSIBLE AND PARTITIONS, FLOORS AND OTHER ASSEMBLIES. INDICATE, BY SHADING AND LABELING ON RECORD DRAWINGS SUCH 1.02RELATED SECTIONS 10. PROVIDE ADDITIONAL SUBMITTALS TO COMMISSIONING AUTHORITY AS DICTATED IN COMMISSIONING SPECIFICATIONS. APPROPRIATE FOR EFFECTIVE BALANCING AND FOR EFFICIENT SYSTEM AND EQUIPMENT OPERATION. LOCATIONS AND LABEL AS"1-HOUR WALL","2-HOUR FIRE/SMOKE BARRIER",AND THE LIKE.DETERMINE PROPER A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. 1.05QUALITY ASSURANCE LOCATIONS FOR PIPING PENETRATIONS.SET SLEEVES IN PLACE IN NEW FLOORS,WALLS OR ROOFS PRIOR TO CONCRETE POUR OR GROUTING. 1.03REFERENCES AND STANDARDS A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL C. INSTALL HANGERS,SUPPORTS,ANCHORS AND SLEEVES AFTER REQUIRED BUILDING STRUCTURAL WORK HAS BEEN A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND DIVISION 01, REQUIREMENTS. COMPLETED IN AREAS WHERE THE WORK IS TO BE INSTALLED.COORDINATE PROPER PLACEMENT OF INSERTS, GENERAL REQUIREMENTS. B. IN ADDITION, MEET THE FOLLOWING: ANCHORS AND OTHER BUILDING STRUCTURAL ATTACHMENTS. 1.04SUBMITTALS 1. ACCEPTABLE BALANCE FIRM: D. EQUIPMENT CLEARANCES:DO NOT ROUTE DUCTWORK,EQUIPMENT,OR PIPING THROUGH ELECTRICAL ROOMS, A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL TRANSFORMER VAULTS,OR IT ROOMS AND THE LIKE.WITHIN EQUIPMENT ROOMS, PROVIDE MINIMUM 3-FEET LATERAL a. GENERAL: REQUIREMENTS. CLEARANCE FROM ALL SIDES OF ELECTRIC SWITCHGEAR PANELS.DO NOT ROUTE DUCTWORK, EQUIPMENT,OR PIPING 1) PROCURE SERVICES OF INDEPENDENT TAB AGENCY TO BALANCE,ADJUST AND TEST WATER CIRCULATING AND 0 INTERFACE ABOVE ANY ELECTRIC POWER OR LIGHTING PANEL,SWITCHGEAR,OR SIMILAR ELECTRIC DEVICE.COORDINATE WITH 1.05QUALITY ASSURANCE AIR MOVING EQUIPMENT AND AIR DISTRIBUTION OR EXHAUST SYSTEMS.MINIMUM EXPERIENCE:5 YEARS. ENGINEERING ELECTRICAL AND COORDINATE EXACT DUCTWORK, EQUIPMENT OR PIPE ROUTING TO PROVIDE PROPER CLEARANCE A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL b. INDUSTRY STANDARDS:TESTING AND BALANCING WILL CONFORM TO NEBB,AMERICAN SOCIETY OF HEATING, WITH SUCH ITEMS. REQUIREMENTS. REFRIGERATING,AND AIR CONDITIONING ENGINEERS(ASHRAE),AND AMERICAN NATIONAL STANDARDS INSTITUTE PROJECT 2019-0641IMO • 3 3.02 HANGERS AND SUPPORTS FOR HVAC PIPING,DUCTWORK AND EQUIPMENT B. IN ADDITION,MEET THE FOLLOWING: (ANSI)AS FOLLOWS: CONTACT TAYLOR EDWARDS A. HANG RECTANGULAR SHEET-METAL DUCTS WITH A CROSS SECTIONAL AREA OF LESS THAN 7 SF WITH GALVANIZED 1) NEBB:COMPLY WITH PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF 100 SW Main Street,Suite 1600 STRIPS OF NO. 16 USS GAUGE STEEL 1-INCH WIDE,AND LARGER DUCTS WITH STEEL ANGLES AND ADJUSTABLE HANGER 1. MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN MANUFACTURE OF IDENTIFICATION DEVICES OF TYPES AND SIZES REQUIRED. ENVIRONMENTAL SYSTEMS. Portland,OR 97204 RODS SIMILAR TO PIPING HANGERS.SUPPORT AT A MAXIMUM OF 8-FEET ON CENTER. TEL 503.382.2266 www.interfaceengineering.com \\pdx- roi3\pdx roiects\2019\2019-0641\cad\mechanical 0641 m0.2-m0.8. w 111/7/2019 12:48:23 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,;TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641MO.2 - M0.8.DWG - M0.3 EDIT: 11/11/2019 4:23 PM BY TAYLORE I PLOT: 11/11/2019 4:25 PM BY TAYLOR EDWARDS ��ED FIR QFFss 2. EXAMINE APPROVED SUBMITTAL DATA OF HVAC SYSTEMS AND EQUIPMENT. RECOMMEND CHANGES AND ADDITIONS TO SYSTEMS'BALANCING DEVICES TO FACILITATE PROPER PERFORMANCE b. TEST DATA:INCLUDE DESIGN AND ACTUAL VALUES FOR THE FOLLOWING: A. CANVAS JACKET:UL LISTED FABRIC,6 OUNCE/SQ.YD.,PLAIN WEAVE COTTON TREATED WITH DILUTE FIRE RETARDANT �`� G 1 N f0 MEASURING AND BALANCING.RECOMMEND CHANGES AND ADDITIONS TO HVAC SYSTEMS AND GENERAL CONSTRUCTION 1J F y 3. EXAMINE PROJECT RECORD DOCUMENTS DESCRIBED IN DIVISION 01,GENERAL REQUIREMENTS. TO ALLOW ACCESS FOR PERFORMANCE MEASURING AND BALANCING DEVICES. 1) AIRFLOW RATE IN CFM LAGGING ADHESIVE. ck- �, 849 9 'A 9' 4. EXAMINE ARCHITECT'S AND ENGINEER'S DESIGN DATA,INCLUDING BASIS OF DESIGN,HVAC SYSTEM DESCRIPTIONS, 2) AIR VELOCITY IN FPM B. PVC PREFORMED MOLDED INSULATION COVERS.ZESTON OR APPROVED EQUIVALENT. ` STATEMENTS OF DESIGN ASSUMPTIONS FOR ENVIRONMENTAL CONDITIONS AND SYSTEMS'OUTPUT,AND C. STATUS REPORTS:AS WORK PROGRESSES, PREPARE REPORTS TO DESCRIBE COMPLETED PROCEDURES,PROCEDURES r I~ � % 3) PRELIMINARY AIRFLOW RATE AS NEEDED IN CFM STATEMENTS OF PHILOSOPHIES AND ASSUMPTIONS ABOUT HVAC SYSTEM AND EQUIPMENT CONTROLS. IN PROGRESS,AND SCHEDULED PROCEDURES.INCLUDE A LIST OF DEFICIENCIES AND PROBLEMS FOUND IN SYSTEMS C. ALUMINUM JACKET:0.016-INCH-THICK SHEET,(SMOOTH/EMBOSSED)FINISH,WITH LONGITUDINAL SLIP JOINTS AND 2-INCH BEING TESTED AND BALANCED. 4) PRELIMINARY VELOCITY AS NEEDED IN FPM LAPS,DIE-SHAPED FITTING COVERS WITH FACTORY ATTACHED PROTECTIVE LINER. r 4 OREGON G? 5. EXAMINE EQUIPMENT PERFORMANCE DATA,INCLUDING FAN AND PUMP CURVES.RELATE PERFORMANCE DATA TO 5) FINAL AIRFLOW RATE IN CFM 7 </ 1R PROJECT CONDITIONS AND REQUIREMENTS,INCLUDING SYSTEM EFFECTS THAT CAN CREATE UNDESIRED OR 3.06 FINAL REPORTS D. STAINLESS STEEL JACKET:TYPE 304 STAINLESS STEEL,0.010-INCH,SMOOTH FINISH. 4 SNS 5,2 ' \,Q- FPM UNPREDICTED CONDITIONS THAT CAUSE REDUCED CAPACITIES IN ALL OR PART OF A SYSTEM.CALCULATE SYSTEM A. REPORT REQUIREMENTS: 7) SPACE 6) FINALVELOCITY IN IN DEGREES F 2.05 ACCESSORIES S M. MCC\-�� EFFECT FACTORS TO REDUCE THE PERFORMANCE RATINGS OF HVAC EQUIPMENT WHEN INSTALLED UNDER 1. GENERAL: CONDITIONS DIFFERENT FROM THOSE PRESENTED WHEN THE EQUIPMENT WAS PERFORMANCE TESTED AT THE H. INSTRUMENT CALIBRATION: A. EQUIPMENT INSULATION JACKETING:PRESIZED GLASS CLOTH,NOT LESS THAN 7.8 OUNCES/SQ.YD.,EXCEPT AS a. COMPUTER PRINTOUT IN LETTER-QUALITY FONT,ON STANDARD BOND PAPER,IN 3-RING BINDER,TABULATED AND OTHERWISE INDICATED.COAT WITH GYPSUM BASED CEMENT. EXPIRES: 12/31/20 I FACTORY.TO CALCULATE SYSTEM EFFECTS FOR AIR SYSTEMS,USE TABLES AND CHARTS FOUND IN AMCA 201,"FANS DIVIDED INTO SECTIONS BY TESTED AND BALANCED SYSTEMS. 1. FOR INSTRUMENT CALIBRATION,INCLUDE THE FOLLOWING: AND SYSTEMS,"SECTIONS 7 THROUGH 10;OR IN SMACNA'S"HVAC SYSTEMS--DUCT DESIGN,"SECTIONS 5 AND 6. b. INCLUDE A CERTIFICATION SHEET IN FRONT OF BINDER SIGNED AND SEALED BY THE CERTIFIED TAB ENGINEER. a. REPORT DATA:INCLUDE THE FOLLOWING: B. EQUIPMENT INSULATION COMPOUNDS:PROVIDE ADHESIVES,CEMENT,SEALERS,MASTICS AND PROTECTIVE FINISHES AS COMPARE THIS DATA WITH THE DESIGN DATA AND INSTALLED CONDITIONS. 1) INSTRUMENT TYPE AND MAKE RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. 6. COORDINATE REQUIREMENTS IN SYSTEM AND EQUIPMENT WITH THIS SECTION. 1) INCLUDE A LIST OF THE INSTRUMENTS USED FOR PROCEDURES,ALONG WITH PROOF OF CALIBRATION. C ) c. FINAL REPORT CONTENTS:IN ADDITION TO THE CERTIFIED FIELD REPORT DATA, INCLUDE THE FOLLOWING: 2) SERIAL NUMBER C. GENERAL:PROVIDE STAPLES,BANDS,WIRE,WIRE NETTING,TAPE CORNER ANGLES,ANCHORS,STUD PINS AND METAL 7. EXAMINE SYSTEM AND EQUIPMENT INSTALLATIONS TO VERIFY THAT THEY ARE COMPLETE AND THAT TESTING, FAN CURVES 3) APPLICATION. COVERS AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED.ACCESSORIES,I.E., 0 0 CLEANING,ADJUSTING,AND COMMISSIONING SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS HAVE BEEN 1) ADHESIVES,MASTICS,CEMENTS AND TAPE TO HAVE THE SAME FLAME AND SMOKE COMPONENT RATINGS AS THE PERFORMED. 2) MANUFACTURERS TEST DATA 4) DATES OF USE INSULATION MATERIALS WITH WHICH THEY ARE USED.SHIPPING CARTONS TO BEAR A LABEL INDICATING THAT FLAME > ..- 8. EXAMINE SYSTEM AND EQUIPMENT TEST REPORTS. 3) FIELD TEST REPORTS PREPARED BY SYSTEM AND EQUIPMENT INSTALLERS. b. DATES OF CALIBRATION. AND SMOKE RATINGS DO NOT EXCEED THOSE LISTED ABOVE.PROVIDE PERMANENT TREATMENT OF JACKETS OR 9. EXAMINE HVAC SYSTEM AND EQUIPMENT INSTALLATIONS TO VERIFY THAT INDICATED BALANCING DEVICES,SUCH AS 4) OTHER INFORMATION RELATIVE TO EQUIPMENT PERFORMANCE,BUT DO NOT INCLUDE APPROVED SHOP FACINGS TO IMPART FLAME AND SMOKE SAFETY.PROVIDE NONWATER SOLUBLE TREATMENTS.PROVIDE UV PROTECTION0 . 4- TEST PORTS,GAUGE COCKS,THERMOMETER WELLS,FLOW-CONTROL DEVICES, BALANCING VALVES AND FITTINGS, DRAWINGS AND PRODUCT DATA. 3.07 ADDITIONAL TESTS RECOMMENDED BY MANUFACTURER FOR OUTDOOR INSTALLATION. t " AND MANUAL VOLUME DAMPERS,ARE PROPERLY INSTALLED,AND THEIR LOCATIONS ARE ACCESSIBLE AND B. GENERAL REPORT DATA: A. WITHIN 90 DAYS OF COMPLETING TAB, PERFORM ADDITIONAL TESTING AND BALANCING TO VERIFY THAT BALANCED 2.06 DUCT INSULATION ACCESSORIES i". APPROPRIATE FOR EFFECTIVE BALANCING AND FOR EFFICIENT SYSTEM AND EQUIPMENT OPERATION. 1. IN ADDITION TO THE FORM TITLES AND ENTRIES,INCLUDE THE FOLLOWING DATA IN THE FINAL REPORT,AS CONDITIONS ARE BEING MAINTAINED THROUGHOUT AND TO CORRECT UNUSUAL CONDITIONS. A. STAPLES,BANDS,WIRES,TAPE,ANCHORS,CORNER ANGLES AND SIMILAR ACCESSORIES AS RECOMMENDED BY 10.EXAMINE SYSTEMS FOR FUNCTIONAL DEFICIENCIES THAT CANNOT BE CORRECTED BY ADJUSTING AND BALANCING. APPLICABLE: B. SEASONAL PERIODS:IF INITIAL TAB PROCEDURES WERE NOT PERFORMED DURING NEAR-PEAK SUMMER AND WINTER INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. O 11. EXAMINE EQUIPMENT FOR INSTALLATION AND FOR PROPERLY OPERATING SAFETY INTERLOCKS AND CONTROLS. a. TITLE PAGE CONDITIONS, PERFORM ADDITIONAL INSPECTIONS,TESTING,AND ADJUSTING DURING NEAR-PEAK SUMMER AND WINTER 2.07 DUCT INSULATION COMPOUNDS nn0) a 12. REPORT DEFICIENCIES DISCOVERED BEFORE AND DURING PERFORMANCE OF TAB PROCEDURES. b. NAME AND ADDRESS OF TAB AGENT CONDITIONS. A. CEMENTS,ADHESIVES,COATINGS,SEALERS, PROTECTIVE FINISHES AND SIMILAR ACCESSORIES AS RECOMMENDED BY EO 13. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. c. PROJECT NAME END OF SECTION INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. D. PREPARATION: d. PROJECT LOCATION 0 SECTION 23 07 00-HVAC INSULATION n 1 S...1. PREPARE A TAB PLAN THAT INCLUDES STRATEGIES AND STEP-BY-STEP PROCEDURES. e. ARCHITECTS NAME AND ADDRESS PART 3-EXECUTION w 2. COMPLETE SYSTEM READINESS CHECKS AND PREPARE SYSTEM READINESS REPORTS.VERIFY THE FOLLOWING: f. ENGINEER'S NAME AND ADDRESS PART 1 -GENERAL 3.01 GENERAL INSTALLATION REQUIREMENTS ■..... a. PERMANENT ELECTRICAL POWER WIRING IS COMPLETE. g. CONTRACTOR'S NAME AND ADDRESS 1.01SUMMARY A. VERIFICATION OF CONDITIONS: /� � 0 � b. AUTOMATIC TEMPERATURE-CONTROL SYSTEMS ARE OPERATIONAL. h. REPORT DATE A. WORK INCLUDED: 1. DO NOT APPLY INSULATION UNTIL PRESSURE TESTING AND INSPECTION OF DUCTS AND PIPING HAS BEEN [( ) c. EQUIPMENT AND DUCT ACCESS DOORS ARE SECURELY CLOSED. I. SIGNATURE OF TAB AGENT WHO CERTIFIES THE REPORT 1. TYPE A,FLEXIBLE GLASS WOOL BLANKET COMPLETED. 0 0) d. BALANCE,SMOKE,AND FIRE DAMPERS ARE OPEN. j. SUMMARY OF CONTENTS,INCLUDING THE FOLLOWING: 2. TYPE B,DUCT LINER 2. EXAMINE AREAS AND CONDITIONS UNDER WHICH DUCT AND PIPE INSULATION WILL BE INSTALLED.DO NOT PROCEED D i= c e. CEILINGS ARE INSTALLED IN CRITICAL AREAS WHERE AIR-PATTERN ADJUSTMENTS ARE REQUIRED AND ACCESS TO 1) DESIGN VERSUS FINAL PERFORMANCE WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3. JACKETING BALANCING DEVICES IS PROVIDED. 2) NOTABLE CHARACTERISTICS OF SYSTEMS 3) DESCRIPTION OF SYSTEM OPERATION SEQUENCE IF IT VARIES FROM THE CONTRACT DOCUMENTS B. PREPARATION:CLEAN AND DRY SURFACES TO BE INSULATED. m /�� f. WINDOWS,DOORS AND OTHER PORTIONS OF THE BUILDING ENVELOPE CAN BE CLOSED SO DESIGN CONDITIONS4. ACCESSORIES UJ v) cy- a) FOR SYSTEM OPERATIONS CAN BE MET: 5. DUCT INSULATION ACCESSORIES G. INSTALLATION: k. NOMENCLATURE SHEETS FOR EACH ITEM OF EQUIPMENT -1- 3. 3. HOLD A PRE-BALANCING MEETING AT LEAST ONE WEEK PRIOR TO STARTING TAB WORK. I. NOTES TO EXPLAIN WHY CERTAIN FINAL DATA IN THE BODY OF REPORTS VARY FROM DESIGN VALUES. 6. DUCT INSULATION COMPOUNDS 1. INSULATION:CONTINUOUS THROUGH WALLS,FLOORS AND PARTITIONS EXCEPT WHERE NOTED OTHERWISE. 0 D E a. ATTENDANCE IS REQUIRED BY INSTALLERS WHOSE WORK WILL BE TESTED,ADJUSTED,OR BALANCED. 2. PIPING AND EQUIPMENT: m. TEST CONDITIONS FOR FANS AND PERFORMANCE FORMS,INCLUDING THE FOLLOWING: 1.02RELATED SECTIONS c) 0C ) 4. PROVIDE INSTRUMENTS REQUIRED FOR TAB OPERATIONS. MAKE INSTRUMENTS AVAILABLE TO ARCHITECT TO 1) SETTINGS FOR OUTSIDE-, RETURN-,AND EXHAUST AIR DAMPERS a. INSTALL INSULATION OVER CLEAN,DRY SURFACES WITH ADJOINING SECTIONS FIRMLY BUTTED TOGETHER AND FACILITATE SPOT CHECKS DURING TESTING. A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. '� E. GENERAL TAB PROCEDURES: 2) CONDITIONS OF FILTERS COVERING SURFACES.FILL VOIDS AND HOLES.SEAL RAW EDGES.INSTALL INSULATION IN A MANNER SUCH THAT • 1.03REFERENCES AND STANDARDS INSULATION MAY BE SPLIT,REMOVED,AND REINSTALLED WITH VAPOR BARRIER TAPE ON STRAINER CAPS AND 3) COOLING COIL,WET-AND DRY-BULB CONDITIONS 0 1. PERFORM TAB PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES CONTAINED IN AABC NATIONAL A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, UNIONS.DO NOT INSTALL INSULATION UNTIL PIPING HAS BEEN LEAK TESTED AND HAS PASSED SUCH TESTS.DOC STANDARDS OR NEBB'S"PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF ENVIRONMENTAL 4) FACE AND BYPASS DAMPER SETTINGS AT COILS GENERAL REQUIREMENTS. NOT INSULATE MANHOLES,EQUIPMENT MANUFACTURER'S NAMEPLATES,HANDHOLES,AND ASME STAMPS. 0 - SYSTEMS"AND THIS SECTION. 5) FAN DRIVE SETTINGS, INCLUDING SETTINGS AND PERCENTAGE OF MAXIMUM PITCH DIAMETER PROVIDE BEVELED EDGE AT SUCH INSULATION INTERRUPTIONS. REPAIR VOIDS OR TEARS. r 6) INLET VANE SETTINGS FOR VARIABLE-AIR-VOLUME SYSTEMS B. IN ADDITION,MEET THE FOLLOWING: 2. CUT INSULATION, DUCTS, PIPES,AND EQUIPMENT CABINETS FOR INSTALLATION OF TEST PROBES TO THE MINIMUM D. PROVIDE ACCESSORIES AS REQUIRED.SEE PART 2 ARTICLE"ACCESSORIES"ABOVE. EXTENT NECESSARY TO ALLOW ADEQUATE PERFORMANCE OF PROCEDURES.AFTER TESTING AND BALANCING, 7) SETTINGS FOR SUPPLY-AIR,STATIC-PRESSURE CONTROLLER 1. PIPING AND DUCT INSULATION PRODUCTS TO CONTAIN LESS THAN 0.1 PERCENT BY WEIGHT PBDE IN ALL INSULATING �f'� CLOSE PROBE HOLES AND PATCH INSULATION WITH NEW MATERIALS IDENTICAL TO THOSE REMOVED.RESTORE 8) OTHER SYSTEM OPERATING CONDITIONS THAT AFFECT PERFORMANCE MATERIALS. E. PROTECTION AND REPLACEMENT:INSTALLED INSULATION DURING CONSTRUCTION.REPLACE DAMAGED INSULATION [ I WHICH CANNOT BE REPAIRED SATISFACTORILY,INCLUDING UNITS WITH VAPOR BARRIER DAMAGE AND MOISTURE VAPOR BARRIER AND FINISH ACCORDING TO THE INSULATION SPECIFICATIONS FOR THIS PROJECT. C. SYSTEM DIAGRAMS: 1.04SUBMITTALS SATURATED UNITS. Li. 0 U 3. MARK EQUIPMENT SETTINGS WITH PAINT OR OTHER SUITABLE, PERMANENT IDENTIFICATION MATERIAL,INCLUDING 1. INCLUDE SCHEMATIC LAYOUTS OF AIR DISTRIBUTION SYSTEMS. PRESENT WITH SINGLE-LINE DIAGRAMS AND INCLUDE A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL DAMPER-CONTROL POSITIONS,VALVE INDICATORS, FAN-SPEED-CONTROL LEVERS,AND SIMILAR CONTROLS AND THE FOLLOWING: REQUIREMENTS. F. LABELING AND MARKING: PROVIDE LABELS,ARROWS AND COLOR ON PIPING AND DUCTWORK.ATTACH LABELS AND FLOW 0 Him. y- DEVICES,TO SHOW FINAL SETTINGS. DIRECTION ARROWS TO THE JACKETING PER SECTION 23 05 53,IDENTIFICATION FOR HVAC PIPING,DUCTWORK AND •() a. QUANTITIES OF OUTSIDE,SUPPLY,RETURN,AND EXHAUST AIRFLOWS B. IN ADDITION,PROVIDE: EQUIPMENT. F. ADJUSTMENT TOLERANCES: b. DUCT,OUTLET,AND INLET SIZES 1. INSTALLER QUALIFICATIONS. G. DUCTWORK: 1. AIR HANDLING SYSTEMS:ADJUST TO WITHIN PLUS OR MINUS 5 PERCENT OF DESIGN FOR SUPPLY SYSTEMS AND PLUS c. BALANCING STATIONS Ip OR MINUS 5 PERCENT OF DESIGN FOR RETURN AND EXHAUST SYSTEMS. 2. PRODUCT DATA:IDENTIFY THERMAL CONDUCTIVITY,THICKNESS,AND JACKETS(BOTH FACTORY AND FIELD APPLIED, 1. INSTALL INSULATION IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS TO COMPLETELY COVER DUCT. U D. AIR HANDLING UNITS: IF ANY)FOR EACH TYPE OF PRODUCT INDICATED. 2. AIR OUTLETS AND INLETS:ADJUST TOTAL TO WITHIN PLUS 10 PERCENT AND MINUS 5 PERCENT OF DESIGN.ADJUST 1. FOR AIR-HANDLING UNITS,SPLIT SYSTEMS,FAN COILS,PUMPS,AND EVAPORATOR UNITS WITH COILS,INCLUDE THE 2. BUTT INSULATION JOINTS FIRMLY TOGETHER AND INSTALL JACKETS AND TAPES SMOOTHLY AND SECURELY. OUTLETS AND INLETS IN SPACE TO WITHIN PLUS OR MINUS 10 PERCENT OF DESIGN. 3. MATERIAL TEST REPORTS: FROM A QUALIFIED TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION 0 FOLLOWING: 3. APPLY DUCT INSULATION CONTINUOUSLY THROUGH SLEEVES AND PREPARED OPENINGS,EXCEPT AS OTHERWISE 0 ° 3. ADJUST SUPPLY,RETURN,AND EXHAUST AIR QUANTITIES TO MAINTAIN PRESSURIZATION IN SPACES INDICATED ON INDICATING,INTERPRETING,AND CERTIFYING TEST RESULTS FOR COMPLIANCE OF INSULATION MATERIALS,SEALERS, a. UNIT DATA:INCLUDE THE FOLLOWING: SPECIFIED.APPLY VAPOR BARRIER MATERIALS TO FORM COMPLETE UNBROKEN VAPOR SEAL OVER INSULATION. DRAWINGS.NOTE AND DOCUMENT ROOM-TO-ROOM PRESSURIZATION AND MAINTAIN THESE RELATIONSHIPS.ADJUST ATTACHMENTS,CEMENTS,AND JACKETS WITH REQUIREMENTS INDICATED.INCLUDE DATES OF TESTS. (I.,) PRESSURE CONTROLLED SPACES TO WITHIN PLUS OR MINUS 0.01 IN WC. 1) UNIT IDENTIFICATION 4. INSTALLER CERTIFICATES:SIGNED BY THE CONTRACTOR CERTIFYING THAT INSTALLERS COMPLY WITH 4. COAT STAPLES AND SEALS WITH VAPOR BARRIER COATING. Q G. RECORDING AND ADJUSTING: 2) LOCATION REQUIREMENTS. 5. COVER BREAKS IN JACKET MATERIALS WITH PATCHES OF SAME MATERIAL AS VAPOR BARRIER.EXTEND PATCHES NOT •0)low (N V 1. FIELD LOGS: MAINTAIN WRITTEN LOGS INCLUDING: 3) MAKE AND TYPE 5. SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. LESS THAN 2-INCHES BEYOND BREAK OR PENETRATION ON ALL DIRECTIONS AND SECURE WITH ADHESIVE AND T 4) MODEL NUMBER AND UNIT SIZE STAPLES.SEAL STAPLES AND JOINTS WITH VAPOR BARRIER COATING. \ Iii. J� a. RUNNING LOG OF EVENTS AND ISSUES. 1.05QUALITY ASSURANCE b. DISCREPANCIES,DEFICIENT OR UNCOMPLETED WORK BY OTHERS. 5) MANUFACTURER'S SERIAL NUMBER 6. FILL JACKET PENETRATIONS.I.E.,HANGERS,THERMOMETERS AND DAMPER OPERATING RODS,AND OTHER VOIDS IN c. CONTRACT INTERPRETATION REQUESTS. 6) UNIT ARRANGEMENT AND CLASS A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL INSULATION WITH VAPOR BARRIER COATING.SEAL PENETRATION WITH VAPOR BARRIER COATING.INSULATE PROJECT N O. d. LISTS OF COMPLETED TESTS. 7) DISCHARGE ARRANGEMENT REQUIREMENTS. HANGERS AND SUPPORTS FOR COLD DUCT IN UN-CONDITIONED SPACES TO EXTENT TO PREVENT CONDENSATION ON SURFACES. B. IN ADDITION, 19-123.1 2. ENSURE RECORDED DATA REPRESENTS ACTUAL MEASURED OR OBSERVED CONDITIONS. 8) SHEAVE MAKE,SIZE IN INCHES,AND BOREMEET THE FOLLOWING: 9) SHEAVE DIMENSIONS,CENTER-TO-CENTER AND AMOUNT OF ADJUSTMENTS IN INCHES 1. FORMALDEHYDE FREE:SHOULD BE CERTIFIED WITH UL ENVIRONMENT VALIDATION. 7. SEAL AND FLASH INSULATION TERMINATIONS AND PIN PUNCTURES WITH REINFORCED VAPOR BARRIER COATING. • 3. PERMANENTLY MARK SETTINGS OF VALVES,DAMPERS,AND OTHER ADJUSTMENT DEVICES ALLOWING SETTINGS TO - THIRD-PARTY DRAWN BY : BE RESTORED.SET AND LOCK MEMORY STOPS. 10)NUMBER OF BELTS, MAKE,AND SIZE 2. RECYCLED CONTENT:A MINIMUM OF 40 PERCENT POST-CONSUMER RECYCLED GLASS CONTENT CERTIFIED AND UL 8. CONTINUE INSULATION AT FIRE DAMPERS AND FIRE/SMOKE DAMPERS UP TO AND INCLUDING THOSE PORTIONS OF 4. MARK ON DRAWINGS LOCATIONS WHERE TRAVERSE AND OTHER CRITICAL MEASUREMENTS WERE TAKEN AND CROSS 11)NUMBER OF FILTERS,TYPE,AND SIZE VALIDATED. DAMPER FRAME VISIBLE AT OUTSIDE OF THE RATED FIRE BARRIER.INSULATING TERMINATIONS AT FIRE DAMPERS IN TE REFERENCE LOCATION IN FINAL REPORT. b. MOTOR DATA: INCLUDE THE FOLLOWING: 3. LOW EMITTING MATERIALS:FOR ALL THERMAL AND ACOUSTICAL APPLICATIONS OF GLASS MINERAL WOOL INSULATION ACCORDANCE WITH THIS SECTION. 5. AFTER ADJUSTMENT,TAKE MEASUREMENTS TO VERIFY BALANCE HAS NOT BEEN DISRUPTED OR THAT SUCH 1) MAKE AND FRAME TYPE AND SIZE PRODUCTS,PROVIDE MATERIALS COMPLYING WITH THE TESTING AND PRODUCTS REQUIREMENTS OF UL 9. DO NOT CONCEAL DUCT ACCESS DOORS WITH INSULATION. INSTALL INSULATION TERMINATIONS AT ACCESS DOOR IN CHECKED BY DISRUPTION HAS BEEN RECTIFIED. 2) HORSEPOWER AND RPM GREENGUARD GOLD CERTIFICATION. ACCORDANCE WITH THIS SECTION. JM 6. LEAVE SYSTEMS IN PROPER WORKING ORDER,REPLACING BELT GUARDS,CLOSING ACCESS DOORS,CLOSING DOORS 3) VOLTS,PHASE,AND HERTZ 4. INSTALLER TO HAVE MINIMUM 5 YEARS'EXPERIENCE IN THE BUSINESS OF INSTALLING INSULATION. H. DUCTWORK SURFACES TO BE INSULATED: TO ELECTRICAL SWITCH BOXES,AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS. 4) FULL-LOAD AMPERAGE AND SERVICE FACTOR1.06WARRANTY ITEM TO BE INSULATED SYSTEM INSULATION TYPE DUCT SIZE INSULATION THICKNESS DATE : 7. AT FINAL INSPECTION,RECHECK RANDOM SELECTIONS OF DATA RECORDED IN REPORT. RECHECK POINTS OR AREAS 5) SHEAVE MAKE,SIZE IN INCHES,AND BORE SUPPLY DUCTWORK A All 1.5-inch 11.11.2019 AS SELECTED AND WITNESSED BY OWNER'S AUTHORIZED REPRESENTATIVE,OR COMMISSIONING AGENT. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND 3.02 PRE CONSTRUCTION BALANCE(EXISTING SYSTEMS) 6) SHEAVE DIMENSIONS,CENTER-TO-CENTER AND AMOUNT OF ADJUSTMENTS IN INCHES DIVISION 01,GENERAL REQUIREMENTS. WHERE DUCT IS NOT REVISION c. TEST DATA:INCLUDE DESIGN AND ACTUAL VALUES FOR THE FOLLOWING: 1.07FIRE HAZARD CLASSIFICATION SPECIFIED TO BE LINED A. PRE-CONSTRUCTION BALANCE-AIR SYSTEMS 1) TOTAL AIRFLOW RATE IN CFM(L/S) 1. PRIOR TO START OF CONSTRUCTION OR DEMOLITION;READ AND RECORD AIRFLOW TO 2) TOTAL SYSTEM STATIC PRESSURE IN INCHES WG(PA) A. MAXIMUM FIRE HAZARD CLASSIFICATION OF THE COMPOSITE INSULATION CONSTRUCTION AS INSTALLED TO BE NOT ESTABLISH"AS-FOUND"CONDITIONS.PROVIDE PITOT TRAVERSE OF SUPPLY, RETURN AND EXHAUST DUCTWORK AT 3) FAN RPM MORE THAN A FLAME SPREAD INDEX(FSI)OF 25 AND SMOKE DEVELOPED INDEX(SDI)OF 50 AS TESTED BY CURRENT RETURN DUCTWORK - All None LOCATIONS INDICATED ON DRAWINGS AND,AS MINIMUM,AT CENTRAL AIR HANDLERS, MAIN BRANCH DUCTWORK AND EDITION OF ASTM E84(NFPA 255)METHOD. AT EACH FLOOR. 4) DISCHARGE STATIC PRESSURE IN INCHES WG(PA) B. TEST DUCT INSULATION IN ACCORDANCE WITH CURRENT EDITION OF ASTM E84,UL 723,NFPA 255,NFPA 90A AND NFPA WHERE DUCT IS NOT 2. READ AND RECORD STATIC PRESSURE CONDITIONS ACROSS EXISTING FILTERS,COILS AND FANS. 5) FILTER STATIC-PRESSURE DIFFERENTIAL IN INCHES WG(PA) 90B. SPECIFIED TO BE LINED. 3. READ AND RECORD AMP DRAW AND MOTOR DATA FROM EACH EXISTING AIR HANDLER AND FAN THAT WILL BE 6) PREHEAT COIL STATIC-PRESSURE DIFFERENTIAL IN INCHES WG(PA) MODIFIED DURING PROJECT. 7) COOLING COIL STATIC-PRESSURE DIFFERENTIAL IN INCHES WG(PA) PART 2 PRODUCTS B. REPORT DATA AND OBSERVATIONS TO ARCHITECT. 8) HEATING COIL STATIC-PRESSURE DIFFERENTIAL IN INCHES WG(PA) 2.01 MANUFACTURERS EXHAUST DUCTS WITHIN A All 3-Inch 3.03 FUNDAMENTAL AIR SYSTEMS BALANCING PROCEDURES 9) OUTSIDE AIRFLOW IN CFM(US) A. TYPE A,FLEXIBLE GLASS WOOL BLANKET: 10-FEET OF EXTERIOR A. EXAMINE AIR-HANDLING EQUIPMENT TO ENSURE CLEAN FILTERS HAVE BEEN INSTALLED,BEARINGS ARE GREASED,BELTS 10)RETURN AIRFLOW IN CFM(US) 1. CERTAINTEED ARE ALIGNED AND TIGHT,AND EQUIPMENT WITH FUNCTIONING CONTROLS IS READY FOR OPERATION. 11)OUTSIDE-AIR DAMPER POSITION 2. JOHNS MANVILLE 1. NOTE:INSULATION THICKNESS SHOWN ISA MINIMUM.IF STATE CODES REQUIRE ADDITIONAL THICKNESS,THEN B. EXAMINE TERMINAL UNITS,SUCH AS VARIABLE-AIR-VOLUME BOXES AND MIXING BOXES,TO VERIFY THAT THEY ARE 12)RETURN-AIR DAMPER POSITION 3. KNAUF PROVIDE INSULATION THICKNESS PER CODE REQUIREMENTS. ACCESSIBLE AND THEIR CONTROLS ARE CONNECTED AND FUNCTIONING. 13)VORTEX DAMPER POSITION I. PIPING SURFACES TO BE INSULATED: C. EXAMINE HEAT-TRANSFER COILS FOR CORRECT PIPING CONNECTIONS AND FOR CLEAN AND STRAIGHT FINS. E. FANS: 4. OWENS-CORNING 5. OR APPROVED EQUIVALENT. 1. NOTE:INSULATION THICKNESS SHOWN IS A MINIMUM.IF STATE CODE REQUIRES ADDITIONAL THICKNESS,THEN D. PREPARE TEST REPORTS FOR BOTH FANS AND INLETS AND OUTLETS.OBTAIN MANUFACTURER'S OUTLET FACTORS AND 1. FAN TEST REPORTS:FOR SUPPLY,RETURN,AND EXHAUST FANS,INCLUDE THE FOLLOWING: PROVIDE INSULATION THICKNESS PER CODE REQUIREMENTS. RECOMMENDED TESTING PROCEDURES.CROSS CHECK THE SUMMATION OF REQUIRED OUTLET VOLUMES WITH a. FAN DATA:INCLUDE THE FOLLOWING: B. TYPE B,DUCT LINER: 3.02 TYPE A,FLEXIBLE GLASS WOOL BLANKET REQUIRED FAN VOLUMES. 1) SYSTEM IDENTIFICATION 1. CERTAINTEED E. PREPARE SCHEMATIC DIAGRAMS OF SYSTEMS'"AS-BUILT"DUCT LAYOUTS. 2) LOCATION 2. JOHNS MANVILLE A. INSTALL INSULATION IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. F. DETERMINE THE BEST LOCATIONS IN MAIN AND BRANCH DUCTS FOR ACCURATE DUCT AIRFLOW MEASUREMENTS. 3) MAKE AND TYPEB. DUCT WRAP:COVER AIR DUCTS PER INSULATION TABLE EXCEPT DUCTS INTERNALLY LINED WHERE INTERNAL DUCT 3. KNAUF LINING IS ADEQUATE TO ACHIEVE ADEQUATE INSULATING VALUES TO MEET LOCAL ENERGY CODES(INDICATE ON SHOP G. CHECK THE AIRFLOW PATTERNS FROM THE OUTSIDE-AIR LOUVERS AND DAMPERS AND THE RETURN-AND EXHAUST-AIR 4) MODEL NUMBER AND SIZE 4. OWENS-CORNING DRAWINGS,LOCATIONS WHERE DUCT WRAP IS PLANNED TO BE OMITTED AND INDICATE INTERNAL DUCT LINING DAMPERS,THROUGH THE SUPPLY-FAN DISCHARGE AND MIXING DAMPERS. 5) MANUFACTURER'S SERIAL NUMBER H. LOCATE START-STOP AND DISCONNECT SWITCHES, ELECTRICAL INTERLOCKS,AND MOTOR STARTERS, 5. OR APPROVED EQUIVALENT. INSULATING VALUES TO CONFIRM THEY WILL MEET THE ENERGY CODE.)WRAP TIGHTLY WITH CIRCUMFERENTIAL JOINTS 6) ARRANGEMENT AND CLASS BUTTED AND LONGITUDINAL JOINTS OVERLAPPED MINIMUM OF 2-INCHES.ON DUCTS OVER 24-INCHES WIDE, I. VERIFY THAT MOTOR STARTERS ARE EQUIPPED WITH THERMAL PROTECTION,SIZED FOR THE CONNECTED LOAD. 7) SHEAVE MAKE,SIZE IN INCHES,AND BORE C. JACKETING: ADDITIONALLY SECURE INSULATION WITH SUITABLE MECHANICAL FASTENERS AT 18-INCHES ON CENTER. J. CHECK DAMPERS FOR PROPER POSITION TO ACHIEVE DESIRED AIRFLOW PATH. 8) SHEAVE DIMENSIONS,CENTER-TO-CENTER AND AMOUNT OF ADJUSTMENTS IN INCHES. 1. ITW INSULATION SYSTEMS CIRCUMFERENTIAL AND LONGITUDINAL JOINTS STAPLED WITH FLARE STAPLES 6-INCHES ON CENTER AND COVERED WITH K. CHECK FOR AIRFLOW BLOCKAGES. b. MOTOR DATA:INCLUDE THE FOLLOWING: 2. OR APPROVED EQUIVALENT. 3-INCH WIDE,FOIL REINFORCED TAPE. L. CHECK THAT CONDENSATE DRAINS ARE INSTALLED,TRAPPED AND PRIMED AND ROUTED TO DRAIN. 1) MAKE AND FRAME TYPE AND SIZE D. ACCESSORIES: 3.03 TYPE B,DUCT LINER M. CHECK FOR READILY OBSERVABLE LEAKS IN AIR-HANDLING UNIT COMPONENTS AND DUCTWORK. 2) HORSEPOWER AND RPM 1. ITW INSULATION SYSTEMS A. INSTALL INSULATION IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. N. USE SHEAVES AND PULLEYS TO ADJUST THE SPEED OF BELT DRIVE FANS TO ACHIEVE DESIGN FLOW WITH MOTORS 3) VOLTS,PHASE,AND HERTZ B. DUCT LINERS:MAT FINISH SURFACE ON AIR STREAM SIDE.SECURE INSULATION TO CLEANED SHEET METAL DUCT WITH RUNNING AT 60 HERTZ UNLESS NOTED OTHERWISE. 4) FULL-LOAD AMPERAGE AND SERVICE FACTOR 2. OR APPROVED EQUIVALENT. CONTINUOUS(MINIMUM 90)PERCENT COAT OF ADHESIVE.SECURE LINER WITH MECHANICAL FASTENERS 15-INCHES ON 3.04 CONSTANT VOLUME AIR SYSTEMS BALANCING PROCEDURES 5) SHEAVE MAKE,SIZE IN INCHES,AND BORE E. DUCT INSULATION ACCESSORIES: CENTER OR PER MANUFACTURER REQUIREMENTS.ACCURATELY CUT LINER AND THOROUGHLY COAT ENDS WITH A. ADJUST FANS TO DELIVER TOTAL DESIGN AIRFLOWS WITHIN THE MAXIMUM ALLOWABLE RPM LISTED BY THE FAN 6) SHEAVE DIMENSIONS,CENTER-TO-CENTER AND AMOUNT OF ADJUSTMENTS IN INCHES 1. CERTAINTEED ADHESIVE.BUTT JOINTS TIGHTLY.TOP AND BOTTOM SECTIONS OF INSULATION OVERLAP SIDES.FACTORY/FIELD COAT MANUFACTURER.ADJUST FANS TO DELIVER DESIGN AIRFLOW AT THE LOWEST POSSIBLE SPEED. 7) NUMBER OF BELTS, MAKE,AND SIZE 2. JOHNS MANVILLE EXPOSED EDGES.METAL NOSING FOR EXPOSED LEADING OR TRANSVERSE EDGES AND WHEN VELOCITY EXCEEDS 3500 1. MEASURE FAN STATIC PRESSURES TO DETERMINE ACTUAL STATIC PRESSURE AS FOLLOWS: c. TEST DATA:INCLUDE DESIGN AND ACTUAL VALUES FOR THE FOLLOWING FPM OR MANUFACTURER RATING ON EXPOSED EDGES.KEEP DUCT LINER CLEAN AND FREE FROM DUST.AT COMPLETION 3. OWENS-CORNING OF PROJECT,VACUUM DUCT LINER IF IT IS DIRTY OR DUSTY.DO NOT USE SMALL PIECES.IF INSULATION IS INSTALLED a. MEASURE OUTLET STATIC PRESSURE AS FAR DOWNSTREAM FROM THE FAN AS PRACTICABLE AND UPSTREAM 1) TOTAL AIRFLOW RATE IN CFM 4. OR APPROVED EQUIVALENT. WITHOUT HORIZONTAL,LONGITUDINAL,AND END JOINTS BUTTED TOGETHER,INSTALLATION WILL BE REJECTED AND FROM RESTRICTIONS IN DUCTS SUCH AS ELBOWS AND TRANSITIONS. 2) TOTAL SYSTEM STATIC PRESSURE IN INCHES WG WORK REMOVED AND REPLACED WITH WORK THAT CONFORMS TO THIS SPECIFICATION. b. MEASURE STATIC PRESSURE DIRECTLY AT THE FAN OUTLET OR THROUGH THE FLEXIBLE CONNECTION. 3) FAN RPM F. DUCT INSULATION COMPOUNDS: c. MEASURE INLET STATIC PRESSURE OF SINGLE-INLET FANS IN THE INLET DUCT AS NEAR THE FAN AS POSSIBLE, 4) DISCHARGE STATIC PRESSURE IN INCHES WG 1. CERTAINTEED 3.04 JACKETING UPSTREAM FROM FLEXIBLE CONNECTION AND DOWNSTREAM FROM DUCT RESTRICTIONS. 5) SUCTION STATIC PRESSURE IN INCHES WG 2. JOHNS MANVILLE A. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. d. MEASURE INLET STATIC PRESSURE OF DOUBLE-INLET FANS THROUGH THE WALL OF THE PLENUM THAT HOUSES F. DUCT TRAVERSES: 3. OWENS-CORNING B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. THE FAN. 2. MEASURE STATIC PRESSURE ACROSS EACH AIR-HANDLING UNIT COMPONENT UNDER FINAL BALANCED CONDITION. 1. INCLUDE A DIAGRAM WITH A GRID REPRESENTING THE DUCT CROSS-SECTION AND RECORD THE FOLLOWING: 4. OR APPROVED EQUIVALENT. 3.05 ACCESSORIES 3. COMPARE DESIGN DATA WITH INSTALLED CONDITIONS TO DETERMINE VARIATIONS IN DESIGN STATIC PRESSURES a. REPORT DATA: INCLUDE THE FOLLOWING: 2.02 TYPE A,FLEXIBLE GLASS WOOL BLANKET A. INSTALL INSULATION IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS AND VERSUS ACTUAL STATIC PRESSURES. RECOMMEND CORRECTIVE ACTION TO ALIGN DESIGN AND ACTUAL CONDITIONS. 1) SYSTEM AND AIR-HANDLING UNIT NUMBER A. ASTM C553,TYPE 1,CLASS B-2;FLEXIBLE BLANKET. REQUIREMENTS. 4. MAKE REQUIRED ADJUSTMENTS TO PULLEY SIZES,MOTOR SIZES,AND ELECTRICAL CONNECTIONS TO ACCOMMODATE 2) LOCATION AND ZONE B. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. FAN-SPEED CHANGES. 3) TRAVERSE AIR TEMPERATURE IN DEGREES F B. 'K'VALUE:0.27 BTU*IN/(HR*SF*F)AT 75 DEGREES F INSTALLED,MAXIMUM SERVICE TEMPERATURE:250 DEGREES F. C. PROVIDE AND INSTALL ACCESSORIES FOR ALL INSULATION TYPES LISTED IN THIS SECTION. 5. DO NOT MAKE FAN-SPEED ADJUSTMENTS THAT RESULT IN MOTOR LOADING GREATER THAN FULL LOAD AMPS.DO NOT 4) DUCT STATIC PRESSURE IN INCHES WG C. DENSITY:0.75 POUNDS PER CUBIC FOOT. INCREASE FAN SPEED BEYOND FAN CLASS RATING.MODULATE DAMPERS AND MEASURE FAN-MOTOR AMPERAGE TO 5) DUCT SIZE IN INCHES D. DBDE-FREE. UUE VALIDATED TO BE FORMALDEHYDE-FREE. 3.06 DUCT INSULATION ACCESSORIES SPECIFICATIONS ENSURE NO OVERLOAD WILL OCCUR.MEASURE AMPERAGE IN FULL COOLING, FULL HEATING,AND ECONOMIZER 6) DUCT AREA IN SF E. VAPOR BARRIER JACKET:FSK ALUMINUM FOIL REINFORCED WITH GLASS WOOL YARN AND LAMINATED TO FIRE A. INSTALL INSULATION IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. - MECHANICAL MODES TO DETERMINE THE MAXIMUM REQUIRED BRAKE HORSEPOWER. 7) DESIGN AIRFLOW RATE IN CFM RESISTANT KRAFT,SECURED WITH UL LISTED PRESSURE SENSITIVE TAPE OR OUTWARD CLINCHED EXPANDED STAPLES 3.07 DUCT INSULATION COMPOUNDS 6. ADJUST VOLUME DAMPERS FOR MAIN DUCT,SUBMAIN DUCTS,AND MAJOR BRANCH DUCTS TO DESIGN AIRFLOWS 8) DESIGN VELOCITY IN FPM AND VAPOR BARRIER MASTIC AS NEEDED. A. INSTALL INSULATION IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. WITHIN SPECIFIED TOLERANCES. 9) ACTUAL AIRFLOW RATE IN CFM 2.03 TYPE B,DUCT LINER END OF SECTION 7. CALIBRATE AIRFLOW MEASURING STATIONS. 10)ACTUAL AVERAGE VELOCITY IN FPM 3.05 PRE-BALANCE REPORTING A. ASTM C1071; FLEXIBLE BLANKET. 11)BAROMETRIC PRESSURE IN PSIG A. PRE-CONSTRUCTION PHASE REPORT: B. 'K'VALUE:ASTM C518,0.25 BTU*IN/(HR*SF*F)AT 75 DEGREES F,MAXIMUM SERVICE TEMPERATURE:250 DEGREES F. G. DIFFUSERS/REGISTERS/GRILLES: 1. PROVIDE A PRE-CONSTRUCTION PHASE TAB PLAN AT LEAST 2 WEEKS PRIOR TO THE COMMENCEMENT OF TAB WORK. 1. FOR DIFFUSERS,REGISTERS AND GRILLES,INCLUDE THE FOLLOWING: C. NOISE REDUCTION COEFFICIENT:0.65 OR HIGHER BASED ON ASTM C 423"TYPE A MOUNTING." THIS REPORT IS TO INCLUDE: D. MAXIMUM VELOCITY ON MAT OR COATED AIR SIDE:5,000 FPM. a. A COMPLETE SET OF REPORT FORMS INTENDED FOR USE ON THE PROJECT,WITH ALL DATA FILLED IN EXCEPT FOR a. UNIT DATA:INCLUDE THE FOLLOWING: THE FIELD READINGS. FORMS TO BE PROJECT SPECIFIC. 1) SYSTEM AND AIR-HANDLING UNIT IDENTIFICATION E. ADHESIVE:UL LISTED WATERPROOF TYPE. b. MARKED UP SHOP DRAWINGS IDENTIFYING ALL HVAC EQUIPMENT TO BE BALANCED,AND ASSOCIATED OUTLETS 2) LOCATION AND ZONE F. FASTENERS:DUCT LINER GALVANIZED STEEL PINS,WELDED OR MECHANICALLY FASTENED. AND TERMINAL DEVICES. 3) TEST APPARATUS USED G. EROSION-RESISTANT SURFACES:UL 181. * INTERFACE c. IDENTIFICATION OF THE TYPE,MANUFACTURER,AND MODEL OF ACTUAL INSTRUMENTS TO BE USED,AND CLEAR 4) AREA SERVED ENGINEERING INDICATION OF WHICH INSTRUMENT WILL BE USED TO TAKE EACH TYPE OF READING.CALIBRATION 5) AIR-TERMINAL-DEVICE MAKE H. ASTM G21 AND ASTM G22 MICROBIAL GROWTH RESISTANCE. CERTIFICATIONS ARE TO BE INCLUDED. 6) AIR-TERMINAL-DEVICE NUMBER FROM SYSTEM DIAGRAM I. UL GREENGUARD CERTIFIED DOES NOT SUPPORT THE GROWTH OF MOLD, FUNGI,OR BACTERIA PER ASTM C 1338 AND PROJECT 2019-0641 • d. A NARRATIVE OF ANY PROJECT SPECIFIC AND/OR NON-STANDARD TAB PROCEDURES TO BE USED,AND THE 7) AIR-TERMINAL-DEVICE TYPE AND MODEL NUMBER MEETS UL ENVIRONMENT GREENGUARD MICROBIAL RESISTANCE LISTING PER UL 2824-"GREENGUARD CERTIFICATION CON1ACT TAYLOR EDWARDS EQUIPMENT OR SYSTEMS THEY APPLY TO. PROGRAM METHOD FOR MEASURING MICROBIAL RESISTANCE".DBDE-FREE.UUE VALIDATED TO BE M 0 • 4 8) AIR-TERMINAL-DEVICE SIZE FORMALDEHYDE-FREE. 100 SW Main Street,Suite 1600 B. INITIAL CONSTRUCTION-PHASE REPORT:BASED ON EXAMINATION OF THE CONTRACT DOCUMENTS AS SPECIFIED IN 9) AIR-TERMINAL-DEVICE EFFECTIVE AREA IN SF Portland,OR 97204 • "EXAMINATION"ARTICLE ABOVE,PREPARE A REPORT ON THE ADEQUACY OF DESIGN FOR SYSTEMS'BALANCING DEVICES. 2.04 JACKETING TEL 503.382.2266 www.interfaceengineering.com F„\\pdx- 41pdxp ojects\20�\201 octad\m�O*4oi\0 41 m T 0.%i a L11/7/2019 20/01 9 12:48:23 PM BY TAYLORE I PLOT: 11/11/2019 4:25 PM BY TAYLOR EDWARDS ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. ,Is .0 PR •\- v",, SSECTION 23 09 33-ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC 2.01 MANUFACTURERS SYSTEM TO 100 PSIG FOR 24 HOURS. 2. FLEXMASTER GINI ' o 0(0\4 4"",p PART 1-GENERAL A. FUEL PIPE AND PIPE FITTINGS-GENERAL: B. FUEL PIPING INSTALLATION: 3. J.P.LAMBORN CO.1.015UMMARY 84929 1. GENERAL:INSTALL PIPE,TUBE AND FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES WHICH WILL 4. HART AND COOLEY 1. FLANGE GASKETS: a4, !,, 0 alL.1 A. WORK INCLUDED: a. BUNA-N(NITRILE) ACHIEVE PERMANENTLY LEAKPROOF PIPING SYSTEMS,CAPABLE OF PERFORMING EACH INDICATED SERVICE 5. OR APPROVED EQUIVALENT f , OREGON o 1. ROOM THERMOSTATS WITHOUT PIPING FAILURE. INSTALL EACH ROUTE WITH A MINIMUM OF JOINTS AND COUPLINGS, BUT WITH ADEQUATE 17 v \\ b. NBR AND ACCESSIBLE UNIONS OR FLANGES FOR DISASSEMBLY,MAINTENANCE,AND REPLACEMENT OF VALVES AND C. DUCTWORK JOINT SEALERS AND SEALANTS 4 NIE 5 2. SMOKE DETECTION FOR PROJECTS WITH A BUILDING FIRE ALARM SYSTEM .61 0' 3. RELAYS AND CONTACTORS c. VITON EQUIPMENT.REDUCE SIZES BY USE OF REDUCING FITTINGS.ALIGN PIPING ACCURATELY AT CONNECTIONS,WITHIN 1. DUCTMATE . M C C\" 1/16-INCH MISALIGNMENT TOLERANCE.COMPLY WITH ANSI B31.9 CODE FOR PRESSURE PIPING.PROVIDE SHUTOFF 4. TIME SWITCHES d. OR APPROVED EQUIVALENT. VALVES,PRESSURE REGULATORS AND UNIONS AT CONNECTIONS TO GAS-FIRED EQUIPMENT. PROVIDE DIRT LEGS AT 2. DURODYNE - 5. WIRING B. STEEL PIPE AND FITTINGS,ABOVE GRADE: LOW POINTS. 3. HARDCAST I EXPIRES: 12/31/20 I 1.02RELATED SECTIONS 1. AMERICAN PIPING PRODUCTS 2. INSTALLED PIPING NOT TO INTERFERE WITH MAINTENANCE OF EQUIPMENT,OPENING OF DOORS OR OTHER MOVING 4. UNITED MCGILL CORPORATION A. CONTENTS OF DIVISION 23, HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. 2. US STEEL PARTS NOR BE DIRECTLY ABOVE OR NEAR ANY PORTION OF ELECTRICAL EQUIPMENT. 5. VULKEM (011 B. IN ADDITION,REFERENCE THE FOLLOWING: 3. SUPPORT PIPING SUCH THAT CONNECTED EQUIPMENT DOES NOT BEAR WEIGHT OF PIPING. 3. OR APPROVED EQUIVALENT. 6. FOSTER 1. POWER WIRING PER DIVISION 26,ELECTRICAL. 4. ADEQUATELY SUPPORT VERTICAL LINES AT THEIR BASES OR BY SUITABLE HANGER PLACED IN HORIZONTAL LINE • C. NATURAL GAS VALVES: 7. CHILDER 0 1.03REFERENCES AND STANDARDS NEAR RISER OR,PREFERABLY, BY BASE FITTING SET ON A PEDESTAL. 1. APOLLO 8. OR APPROVED EQUIVALENT 0- A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, 5. PIPING THROUGH ROOF:COORDINATE ROOF PENETRATIONS PRIOR TO INSTALLATION OF PIPING.COORDINATE +- GENERAL REQUIREMENTS. 2. JENKINS BROS. LOCATION WITH ROOF STRUCTURE AND ROOF MOUNTED EQUIPMENT. 2.02 DUCTWORK,JOINTS AND FITTINGS 0 1.04SUBMITTALS 3. LUNKENHEIMER CO. 6. REAM STEEL PIPES AFTER CUTTING TO FULL BORE.REMOVE FOREIGN MATTER FROM INSIDE OF PIPE BEFORE A. MATERIALS: 1.-. A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL 4. NIBCO INSTALLING.KEEP INSTALLED PIPING FREE FROM DIRT AND SCALE AND PROTECT OPEN ENDS FROM FOREIGN 1. GALVANIZED STEEL DUCTS:HOT-DIPPED GALVANIZED STEEL SHEET,LOCK-FORMING QUALITY,ASTM A 653/A 653M FS Swim REQUIREMENTS. MATTER.USE TEMPORARY PLUGS OR OTHER APPROVED METHODS FOR OPENING AND CLOSURE. TYPE B,WITH G90/Z275 COATING.DUCTS TO HAVE MILL PHOSPHATIZED FINISH FOR SURFACES EXPOSED TO VIEW. 0 5. WATTS C B. IN ADDITION,PROVIDE: 7. REMAKE OR REPLACE DEFECTIVE,LEAKING,OR OTHERWISE UNSATISFACTORY JOINTS OR MATERIAL.PEENING, B. FABRICATE DUCTS, ELBOWS,TRANSITIONS,OFFSETS, BRANCH CONNECTIONS,AND OTHER CONSTRUCTION ACCORDING a 6. OR APPROVED EQUIVALENT. 1. DRAWINGS:COMPLETE CONTROL DIAGRAM, INCLUDING WRITTEN DESCRIPTION OF CONTROL SEQUENCES. CAULKING,OR DOPING OF PIPING IS NOT PERMITTED. TO SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE AND COMPLYING WITH REQUIREMENTS D. GAS EARTHQUAKE VALVE: (3) 2. OPERATION AND MAINTENANCE MANUAL:INCLUDE RECORD WIRING DRAWINGS SHOWING INSTALLED CONDITION AND 8. THREADING:THREAD STEEL PIPE IN ACCORDANCE WITH ANSI 1321.1 WITH STANDARD RIGHT HAND THREADS.CUT FOR METAL THICKNESS,REINFORCING TYPES AND INTERVALS,TIE-ROD APPLICATIONS,AND JOINT TYPES AND a 0 OPERATING CHANGES MADE DURING START-UP. 1. CALIFORNIA VALVE THREADS FULL AND CLEAN USING SHARP DIES.REAM THREADED ENDS TO REMOVE BURRS AND RESTORE FULL INTERVALS. Ea) 1.05QUALITY ASSURANCE 2. QUAKEMASTER INSIDE DIAMETER.APPLY PIPE JOINT COMPOUND,OR PROPER PIPE JOINT TAPE WHERE RECOMMENDED BY 1. LENGTHS:FABRICATE RECTANGULAR DUCTS IN LENGTHS APPROPRIATE TO REINFORCEMENT AND RIGIDITY CLASS 1 A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL 3. OR APPROVED EQUIVALENT. PIPE/FITTING MANUFACTURER ON MALE THREADS AT EACH JOINT AND TIGHTEN JOINT TO LEAVE NOT MORE THAN REQUIRED FOR PRESSURE CLASS. ......1.= (I) 0 .... REQUIREMENTS. THREE THREADS EXPOSED. 2. DEFLECTION:DUCT SYSTEMS NOT-TO-EXCEED DEFLECTION LIMITS ACCORDING TO SMACNA'S HVAC DUCT E. NATURAL GAS PRESSURE REGULATORS: 1.06WARRANTY 9. SEALANTS:USE SEALANTS ON METAL FUEL PIPING THREADS WHICH ARE CHEMICALLY RESISTANT TO FUEL.USE CONSTRUCTION STANDARDS-METAL AND FLEXIBLE. ....... Sm. P 11. 1. MAXITROL SEALANTS SPARINGLY AND APPLY ONLY TO MALE THREADS OF METAL JOINTS. 5... A. WARRANTY OF MATERIALS AND WORKMANSHIP AS OUTLINED IN SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND 3. TRANSVERSE JOINTS:PREFABRICATED SLIDE-ON JOINTS AND COMPONENTS CONSTRUCTED USING MANUFACTURER'S 0 0 0 DIVISION 01,GENERAL REQUIREMENTS. 2. EQUIMETER 10.MAINTAIN ELECTRICALLY CONTINUOUS PIPING SYSTEM;PROVIDE GROUNDING JUMPER WHERE REQUIRED TO GUIDELINES FOR MATERIAL THICKNESS,REINFORCEMENT SIZE AND SPACING,AND JOINT REINFORCEMENT. B. INADDITION,PROVIDE: 3. OR APPROVED EQUIVALENT. MAINTAIN CONTINUITY.PROVIDE GROUNDING CONNECTION;INSTALL PER REQUIREMENTS OF DIVISION 26, C. FORMED-ON FLANGES:CONSTRUCT ACCORDING TO SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS-METAL AND WITHINELECTRICAL. ... D i:--- C 1. 30 DAYS PRIOR TO WARRANTY EXPIRATION DATE,CONTROL SUPPLIER TO VISIT JOB SITE AND CHECK F. GAS SOLENOID VALVES: FLEXIBLE,FIGURE 1-4, USING CORNER,BOLT,CLEAT,AND GASKET DETAILS. CALIBRATION,OPERATION,AND ADJUSTMENT OF TEMPERATURE,PRESSURE AND HUMIDITY SENSORS,VALVES, 11.INSTALL DIRT LEGS IN GAS PIPING WHERE INDICATED AND WHERE REQUIRED BY CODE OR REGULATION.DO NOT REST 1. ASCO RED HAT SERIES 8210 AND 8030.SPECIFIC MODEL NUMBERS SCHEDULED ON DRAWINGS. 1. DUCT SIZE:MAXIMUM 30-INCHES WIDE AND UP TO 2-INCH WG PRESSURE CLASS. DAMPERS,THERMOSTATS AND OTHER DEVICES INSTALLED BY CONTROL SUPPLIER.MAKE REPAIR OR REPLACEMENT DIRT LEG ON SURFACE OF ROOF,FLOOR OR DECK. OF DEFECTIVE CONTROL EQUIPMENT AS REQUIRED AT NO CHARGE TO OWNER. 2. OR APPROVED EQUIVALENT. 12. SUPPORT GAS PIPING ABOVE ROOF ON PREFORMED PIPE STANDS.GUIDE PIPES WITH CLAMP ONE SIZE LARGER THAN 2. LONGITUDINAL SEAMS:PITTSBURGH LOCK SEALED WITH NONCURING POLYMER SEALANT. V) CT ao) 0 2. SUBMIT LETTER TO ARCHITECT CERTIFYING THAT THIS WORK HAS BEEN COMPLETED. G. FLEXIBLE PIPE CONNECTORS-GAS PIPING(CSA LISTED): PIPE.PROVIDE SUPPORTS AT INTERVALS PER CODE MANUFACTURER,AND DETAILS AND AT EACH CHANGE IN 3. CROSS BREAKING OR CROSS BEADING:CROSS BREAK OR CROSS BEAD DUCT SIDES 19-INCHES AND LARGER AND -I-- 3. ATTACH COPY OF SERVICE REPORT SIGNED BY OWNER'S AUTHORIZED REPRESENTATIVE. 1. DORMONT DIRECTION.WOOD BLOCKS ARE NOT APPROVED SUPPORTS. 0.0359-INCH THICK OR LESS,WITH MORE THAN 10 SF OF NONBRACED PANEL AREA UNLESS DUCTS ARE LINED. 0 (1) ...- D . E PART 2-PRODUCTS 2. PROFLEX 13.GAS REGULATOR VENT PIPING:PROVIDE SCHEDULE 40,A53 BLACK STEEL PIPE AND THREADED BLACK MALLEABLE D. ROUND,SPIRAL LOCK-SEAM DUCTS:FABRICATE SUPPLY DUCTS OF MATERIAL SPECIFIED IN THIS SECTION ACCORDING TO (/) Son= 2.01 MANUFACTURERS THREADED FITTINGS FOR VENT PIPING. PAINT PIPING EXPOSED TO WEATHER WITH PRIMER AND ONE COAT OF SAFETY SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE. ( ) 5..... +- 3. OR APPROVED EQUIVALENT. YELLOW RUSTOLEUM. 1. DUCTS UP TO 20-INCHES IN DIAMETER:INTERIOR,CENTER-BEADED SLIP COUPLING,SEALED BEFORE AND AFTER 0 A. ROOM THERMOSTATS: H. AS SPECIFIED IN ARTICLES BELOW,OR APPROVED EQUIVALENT. 14.PIPING:PAINT PIPING EXPOSED TO WEATHER WITH PRIMER AND ONE COAT OF SAFETY YELLOW RUSTOLEUM. FASTENING,ATTACHED WITH SHEET METAL SCREWS. 0 1. HONEYWELL 2. SIEMENS 2.02 FUEL PIPE AND PIPE FITTINGS-GENERAL 3.03 STEEL PIPE AND FITTINGS,ABOVE GRADE INSTALLATION 2. DUCTS 21-TO 72-INCHES IN DIAMETER:THREE-PIECE,GASKETED, FLANGED JOINT CONSISTING OF TWO INTERNAL C o 3. JOHNSON CONTROLS A. FLANGE GASKETS:GASKETS TO BE CONSTRUCTED FROM ELASTOMERIC MATERIALS. A. SEE 3.01 GENERAL INSTALLATION REQUIREMENTS ABOVE AND INSTALL PER CURRENT VERSION OF MANUFACTURER'S FLANGES WITH SEALANT AND ONE EXTERNAL CLOSURE BAND WITH GASKET. -C 4. RELIABLE CONTROLS B. INSTALL PER MANUFACTURER'S RECOMMENDED INSTALLATION REQUIREMENTS. INSTALLATION GUIDELINES.TEST SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF LOCAL CODE AND ANSI LC-1. 3. ROUND DUCTS:PREFABRICATED CONNECTION SYSTEM CONSISTING OF DOUBLE-LIPPED,EPDM RUBBER GASKET. 17 0) > MANUFACTURE DUCTS ACCORDING TO CONNECTION SYSTEM MANUFACTURER'S TOLERANCES. .3 5. ALERTON 2.03 STEEL PIPE AND FITTINGS,ABOVE GRADE 3.04 NATURAL GAS VALVE INSTALLATION 6. OR APPROVED EQUIVALENT. E. 90-DEGREE TEES AND LATERALS AND CONICAL TEES: FABRICATE TO COMPLY WITH SMACNA'S HVAC DUCT I C A. STEEL PIPE(ABOVE GRADE INSTALLATION): A. PREPARE VALVES FOR SHIPPING AS FOLLOWS: CONSTRUCTION STANDARDS-METAL AND FLEXIBLE,WITH METAL THICKNESSES SPECIFIED FOR LONGITUDINAL-SEAM 1.... 0 ....... B. DUCT/SPOT-TYPE SMOKE DETECTORS(PROJECTWITH FIRE ALARM SYSTEM): 1. ASTM A53,ELECTRIC-RESISTANCE WELDED TYPE E,GRADE B BLACK PIPE, MANUFACTURED FOR THREADED PIPE 1. PROTECT INTERNAL PARTS AGAINST RUST AND CORROSION. STRAIGHT DUCTS. 1. SEE DIVISION 28 FOR PRODUCTS. 0 F-- .t7- CONNECTIONS. 2. PROTECT THREADS,FLANGE FACES AND WELD ENDS. F. DIVERGING-FLOW FITTINGS: FABRICATE WITH REDUCED ENTRANCE TO BRANCH TAPS AND WITH NO EXCESS MATERIAL C. TIME SWITCHES: (..) a. 2-INCHES AND SMALLER:SCHEDULE 40,ASTM A53 BLACK STEEL PIPE AND BLACK MALLEABLE THREADED FITTINGS. 3. SET BALL VALVES OPEN TO MINIMIZE EXPOSURE OF FUNCTIONAL SURFACES. PROJECTING FROM FITTING ONTO BRANCH TAP ENTRANCE. 1. PARAGON I p ..0 2. TORK B. FITTINGS FOR STEEL PIPE(ABOVE GRADE INSTALLATIONS): B. USE THE FOLLOWING PRECAUTIONS DURING STORAGE: G. FABRICATE ELBOWS USING DIE-FORMED,GORED,PLEATED,OR MITERED CONSTRUCTION.BEND RADIUS OF DIE-FORMED, E_ AND PLEATED ELBOWS TO BE 1.5 TIMES DUCT DIAMETER.UNLESS ELBOW CONSTRUCTION TYPE IS INDICATED, 3. INTERMATIC . 1. GENERAL:MARK FITTINGS,UNIONS,AND OTHER PRODUCTS RECOGNIZED AS REGULARLY AVAILABLE PRODUCTS IN 1. MAINTAIN VALVE END PROTECTION. GORED, 0 L ACCORDANCE WITH MSS SP-25.MARKING ON PRODUCTS OF SMALL SIZE OR SHAPE MAY BE OMITTED FROM FABRICATE ELBOWS AS FOLLOWS: .. 4. OR APPROVED EQUIVALENT. 2. STORE VALVES INDOORS AND MAINTAIN AT HIGHER THAN AMBIENT DEW-POINT TEMPERATURE.IF OUTDOOR STORAGE SEQUENCE ALLOWED BY MSS SP-25,EXCEPT FOR MANUFACTURER'S NAME OR TRADEMARK. 1. MITERED-ELBOW RADIUS AND NUMBER OF PIECES:WELDED CONSTRUCTION COMPLYING WITH SMACNA'S HVAC DUCT W) 2.02 ROOM THERMOSTATS IS NECESSARY,STORE VALVES OFF THE GROUND IN WATERTIGHT ENCLOSURES. CONSTRUCTION STANDARDS-METAL AND FLEXIBLE,UNLESS OTHERVVISE INDICATED. 0 0 V) 2. THREADED FITTINGS:CONFORMING TO ANSI B2.1,ASTM A47, 150 PSI RATING,EXCEPT VVHERE OTHERWISE SPECIFIED 1.- A. ELECTRIC THERMOSTAT:WALL MOUNTED THERMOSTAT WITH HEAT ANTICIPATION,AUTOMATIC CHANGEOVER AND WITH C. DO NOT ATTEMPT TO REPAIR DEFECTIVE VALVES; REPLACE NEW VALVES. OR PREVAILING CODES OR REQUIREMENTS DICTATE USE OF 300 PSI RATINGS. FITTINGS TO BE FABRICATED FROM 2. ROUND MITERED ELBOWS:WELDED CONSTRUCTION WITH THE FOLLOWING METAL THICKNESS FOR PRESSURE Q STANDARD FAHRENHEIT SLIDE SWITCH WITH THERMOMETER 1 STAGE HEAT,2 STAGE COOLING.HEAT/AUTO/COOL AND STANDARD MALLEABLE IRON WITH DIMENSIONS CONFORMING TO ANSI B16.3. D. GAS COCKS:PROVIDE AT CONNECTION TO GAS TRAIN FOR EACH GAS-FIRED EQUIPMENT ITEM,AND ON RISERS AND CLASSES FROM MINUS 2-TO PLUS 2-INCH WG(MINUS 500 TO PLUS 500 PA): 0 CD 0 (.3 CONTINUOUS FAN SWITCH.BASIS OF DESIGN:HONEYWELL ECONOSTAT. BRANCHES WHERE INDICATED. 3. WELDED FITTINGS:WROUGHT CARBON STEEL FITTINGS,ASTM A234,ANSI 816.9,816.28.BUTT-WELDING TYPE UNLESS a. DUCTS 3-TO 36-INCHES IN DIAMETER:0.034-INCH . B. LINE VOLTAGE,ELECTRIC HEATER THERMOSTAT:WALL MOUNTED THERMOSTAT,NON-PROGRAMMABLE,DIAL •...... ,...0 OTHERWISE INDICATED TO BE SOCKET WELDING TYPE. E. LOCATE GAS VALVES WHERE EASILY ACCESSIBLE AND PROTECTED FROM POSSIBLE DAMAGE. ADJUSTMENT BETWEEN 50 DEGREES F AND 80 DEGREES F,WHITE COLOR.BASIS OF DESIGN: HONEYWELL CT62. 3. ROUND MITERED ELBOWS:WELDED CONSTRUCTION WITH THE FOLLOWING METAL THICKNESS FOR PRESSURE < Fenn "--- I C. LINE VOLTAGE,COOLING THERMOSTAT:WALL MOUNTED THERMOSTAT,NON-PROGRAMMABLE,DIAL ADJUSTMENT 4. FLANGES:CARBON STEEL CONFORMING TO ASTM A105,ANSI B16.5,AND FACTORY FORGED IN USA.FLANGES WHICH 3.05 GAS EARTHQUAKE VALVE INSTALLATION CLASSES FROM 2-TO 10-INCH WG: BETWEEN 44 DEGREES F AND 86 DEGREES F,GOLD COLOR.BASIS OF DESIGN:HONEYWELL T65. HAVE BEEN MACHINED,REMADE,PAINTED,OR ARE NON-DOMESTIC ORIGIN ARE NOT ACCEPTABLE.PROVIDE RAISED A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED SUBMITTALS. a. DUCTS 3-TO 26-INCHES IN DIAMETER:0.034-INCH. OR FULL FACE ENDS WHEREVER INDICATED OR REQUIRED. D. PROVIDE OPAQUE LOCKING GUARDS ON NEW AND EXISTING THERMOSTATS.PROVIDE MATCHING KEY FOR COVERS. 4. 90-DEGREE,TWO-PIECE, MITERED ELBOWS: USE ONLY FOR SUPPLY SYSTEMS OR FOR MATERIAL-HANDLING CLASS A PROJECT NO. B. INSTALL EARTHQUAKE VALVES PER MANUFACTURER'S INSTALLATION REQUIREMENTS.IN A MULTI-BUILDING CAMPUS 2.03 SMOKE DETECTION(FOR PROJECTS WITH A FIRE ALARM SYSTEM) 5. FLANGE GASKETS:GASKETS TO BE CONSTRUCTED FROM ELASTOMERIC MATERIALS. SETTING,PROVIDE A GAS EARTHQUAKE VALVE AT EACH BUILDING GAS POINT OF ENTRY WHETHER SHOWN ON OR B EXHAUST SYSTEMS AND ONLY WHERE SPACE RESTRICTIONS DO NOT PERMIT USING RADIUS ELBOWS. 19-123.1 A. SEE DIVISION 28 FOR PRODUCTS. 6. FLANGE HARDWARE:BOLTING MATERIALS TO BE CORROSION RESISTANT CARBON STEEL BOLTS AND HEX NUTS DRAWINGS OR NOT. FABRICATE WITH SINGLE-THICKNESS TURNING VANES. CONFORMING TO ASTM A307.PROVIDE BOLTING MATERIALS USED IN CONTAINMENT SUMPS BELOW GRADE 5. ROUND ELBOWS DRAWN BY 2.04 RELAYS AND CONTACTORS C. GAS COCKS:PROVIDE AT CONNECTION TOGAS TRAIN FOR EACH GAS-FIRED EQUIPMENT ITEM,AND ON RISERS AND APPLICATIONS,STAINLESS STEEL BOLTS AND HEX NUTS CONFORMING TO ASTM A453.THREADS AND DIMENSIONS TO A. PROVIDE RELAYS AND CONTACTORS WHERE REQUIRED OR AS SHOWN ON DRAWING TO MEET OPERATING SEQUENCE BE IN ACCORDANCE WITH ANSI B1.1 AND B18.2. BRANCHES WHERE INDICATED. a. 8-INCHES AND LESS IN DIAMETER: FABRICATE DIE-FORMED ELBOWS FOR 45 AND 90-DEGREE ELBOWS AND PLEATED WHERE NOT INTERNAL TO MANUFACTURER'S EQUIPMENT. 7. UNIONS:CONFORM TO ANSI 816.39,ASTM A47 AND FABRICATED FROM MALLEABLE IRON WITH BRONZE-TO-IRON D. LOCATE GAS VALVES WHERE EASILY ACCESSIBLE AND PROTECTED FROM POSSIBLE DAMAGE. ELBOWS FOR 30,45,60 AND 90 DEGREES ONLY.FABRICATE NONSTANDARD BEND-ANGLE CONFIGURATIONS OR TE NON-STANDARD DIAMETER ELBOWS WITH GORED CONSTRUCTION. B. FURNISH RELAYS OR CONTACTORS WITH REQUIRED COIL VOLTAGE AND CONTACT AMPERAGE RATING FOR USE CHECKED BY : GROUND JOINTS RATED AT 150 PERCENT DESIGN OPERATING PRESSURE.THREADS TO CONFORM TO ANSI B2.1. 3.06 NATURAL GAS PRESSURE REGULATORS INSTALLATION SPECIFIED ON DRAWING AND IN MANUFACTURER'S EQUIPMENT. b. 9 THROUGH 14-INCHES IN DIAMETER: FABRICATE GORED OR PLEATED ELBOWS FOR 30,45,60 AND 90 DEGREES 8. THREADED PIPE PLUGS:CONFORMING TO ANSI B16.14. A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED SUBMITTALS. UNLESS SPACE RESTRICTIONS REQUIRE MITERED ELBOWS.FABRICATE NONSTANDARD BEND-ANGLE JM C. MOUNT RELAYS IN SINGLE CONTROL CABINET WITH HINGE DOOR AND LATCH. 9. THREAD LUBRICANT:MEET OR EXCEED CGA RATINGS AND COMPLIANT WITH FEDERAL SPECIFICATION TT-S-1732, B. VENT REGULATORS TO OUTDOORS AS REQUIRED. CONFIGURATIONS OR NONSTANDARD DIAMETER ELBOWS WITH GORED CONSTRUCTION. D. CONTROL CABINET CONTAINS RELAYS AND NUMBERED TERMINAL STRIPS FOR CONNECTION OF RELAYS AND FIELD DATE MANUFACTURED COMPATIBLE VVITH FUEL OIL. c. LARGER THAN 14-INCHES IN DIAMETER AND ALL FLAT-OVAL ELBOWS: FABRICATE GORED ELBOWS UNLESS SPACE VVIRING.MOUNT CABINET ON PAINTED PLYWOOD PANEL SECURELY ATTACHED TO WALL FRAMING.MOUNT TIME CLOCK, C. PRESSURE REGULATING VALVES: INSTALL AS REQUIRED AT GAS-FIRED APPLIANCES;COMPLY VVITH UTILITY/CODE TRANSFORMER AND MOTOR CONTACTORS(IF REQUIRED)ON PLYWOOD ADJACENT TO CONTROL PANEL. 2.04 NATURAL GAS VALVES REQUIREMENTS. PIPE ATMOSPHERIC VENT TO OUTDOORS, FULL SIZE OUTLET WITH 90 DEGREE ELBOW DOWNTURN. RESTRICTIONS REQUIRE MITERED ELBOWS. 11.11.2019 2.05 TIME SWITCHES A. 2-INCHES AND SMALLER:MSS SP-110 BALL VALVES CONSTRUCTED IN COMPLIANCE WITH ASMEI316.33.UL LISTED,FM INSTALL GAS SHUTOFF VALVE UPSTREAM OF EACH PRESSURE REGULATING VALVE. INSTALL IN ACCORDANCE WITH 6. DIE-FORMED ELBOWS FOR SIZES THROUGH 8-INCHES IN DIAMETER AND PRESSURES 0.040-INCH THICK WITH A. PROGRAMMABLE ELECTRONIC 1 CHANNEL SEVEN-DAY,24-HOUR-A-DAY,SKIP-A-DAY FEATURE.BATTERY BACKUP.120V, APPROVED,TWO-PIECE CONSTRUCTION,THREADED,BRONZE OR BRASS BODY,FULL PORT,CHROME PLATED BRASS MANUFACTURER'S INSTRUCTIONS TO PREVENT FREEZING. TWO-PIECE WELDED CONSTRUCTION. REVISION : 1-PHASE.CLOCK SUBJECT TO BEING OVERRIDDEN BY NIGHT LOW LIMIT STAT. MINIMUM 2-LINE, 14-CHARACTER PER LINE BALL, BLOWOUT-PROOF STEM DESIGN, 125 PSI WOG WORKING PRESSURE. 3.07 GAS SOLENOID VALVES INSTALLATION 7. ROUND GORED-ELBOW METAL THICKNESS:SAME AS NON-ELBOW FITTINGS SPECIFIED ABOVE. DISPLAY. 2.05 GAS EARTHQUAKE VALVE A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED SUBMITTALS. 8. PLEATED ELBOWS FOR SIZES THROUGH 14-INCHES IN DIAMETER AND PRESSURES THROUGH 10-INCH WG(2500 PA): 2.06 WIRING 0.022-INCH. A. GAS LINE VALVE PROVIDING AUTOMATIC SHUTOFF IN CASE OF EARTHQUAKE. UL LISTED,CSA CERTIFIED AND FM B. GAS COCKS:PROVIDE AT CONNECTION TO GAS TRAIN FOR EACH GAS-FIRED EQUIPMENT ITEM,AND ON RISERS AND A. IN ACCORDANCE WITH DIVISION 26,ELECTRICAL AND APPLICABLE CODES. APPROVED.THE VALVE OR SYSTEM TO ACTUATE SHUTOFF MEANS WITHIN 5 SECONDS WHEN SUBJECTED TO BRANCHES WHERE INDICATED. 9. NOT ACCEPTABLE: B. PROVIDE LINE AND LOW VOLTAGE WIRING RELATING TO CONTROL SYSTEM. INCLUDES WIRING OF CONTACTORS,RELAYS, HORIZONTAL,SINUSOIDAL OSCILLATION HAVING A PEAK ACCELERATION OF 0.3G(2.94 M/S2)AND PERIOD OF 0.4 SECONDS. C. LOCATE GAS VALVES WHERE EASILY ACCESSIBLE AND PROTECTED FROM POSSIBLE DAMAGE. a. CORRUGATED OR FLEXIBLE METAL DUCT. CIRCUITS,AND INCIDENTAL POWER WIRING:OPERATION POWER FOR TIME CLOCK,POWER WHEN RUN THROUGH SENSING MEANS OF VALVE OR SYSTEM NOT TO ACTUATE SHUTOFF MEANS WHEN SUBJECTED FOR 5 SECONDS TO STAT/TIMECLOCK/RELAY,TRANSFORMERS. HORIZONTAL,SINUSOIDAL OSCILLATIONS HAVING: 3.08 FLEXIBLE PIPE CONNECTORS-GAS PIPING(CSA LISTED)INSTALLATION b. ADJUSTABLE ELBOWS. PART 3-EXECUTION 1. A PEAK ACCELERATION OF 0.4G(3.94 M/S2)WITH A PERIOD OF 0.1 SECOND, A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED SUBMITTALS. 2.03 INSULATED FLEXIBLE DUCT 3.01 SEQUENCE OF OPERATION 2. A PEAK ACCELERATION OF 0.08G(0.078 M/S2)WITH A PERIOD OF 0.4 SECOND,AND END OF SECTION A. CONSTRUCTION:STANDARD FACTORY FABRICATED PRODUCT. INNER WALL:IMPERVIOUS VINYL OR CHLORINATED A. AC UNITS:ROOM THERMOSTATS TO MODULATE ECONOMIZER CYCLE,COOLING AND HEATING IN SEQUENCE TO MAINTAIN POLYETHYLENE,PERMANENTLY BONDED TO A VINYL OR ZINC-COATED SPRING STEEL HELIX. 3. A PEAK ACCELERATION OF 0.08G(0.078 M/S2)WITH A PERIOD OF 1.0 SECOND. SETPOINT.PROVIDE MOTORIZED LOW LEAKAGE OUTSIDE AIR DAMPERS.DAMPERS TO BE CLOSED ON FAN SHUTDOWN B. INSULATION: FIBERGLASS BLANKET INSULATION COVERED BY AN OUTER WALL OF VINYL OR FIBERGLASS-REINFORCED AND DURING NLL OPERATION.PROGRAM THERMOSTATS TO TIME SCHEDULE COORDINATED WITH OWNER.SEE BELOW B. VALVE REQUIRES MANUAL RESET.PROVIDE WITH NEEDED SPARE PARTS TO ALLOW RESETTING AFTER HAVING BEEN SECTION 23 31 00-HVAC DUCTS AND CASINGS METALIZED VAPOR BARRIER. FOR FIRE SHUT-DOWN. TRIPPED.VALVE TO BE SAME SIZE AS LINE SIZE INSTALLED. PART I-GENERAL C. LISTING:UL 181 LISTED CLASS 1 FLEXIBLE AIR DUCT MATERIAL.OVERALL THERMAL TRANSMISSION:NO MORE THAN 0.25 B. NIGHT LOW LIMIT:PROVIDE NIGHT LOW LIMIT THERMOSTAT TO BYPASS SYSTEM CLOCK TO MAINTAIN NIGHT SETTING OF 2.06 NATURAL GAS PRESSURE REGULATORS 1.01SUMMARY BTU/IN OR HR/SQ.DEGREES F AT 75 DEGREES F DIFFERENTIAL,PER ASTM C335. 60 DEGREES F. A. NATURAL GAS:DIAPHRAGM AND SPRING ACTUATED TYPE,WITH VENTLESS OR VENTED RELIEF FEATURE. A. WORK INCLUDED: D. VAPOR TRANSMISSION VALUE NO MORE THAN 0.10 PERM,PER ASTM E96 C. CENTRAL TIMECLOCK: PROGRAM EQUIPMENT TO START/STOP AT TIMES DETERMINED WITH OWNER;SET TIMES AND CONSTRUCTION,PRESSURE RANGE AND VENTING FEATURES SUITABLE FOR INTENDED SERVICE.REGULATOR TO MEET DEMONSTRATE TO OWNER DURING PROGRAMMING.SET TIMECLOCK TO START/STOP THE FOLLOWING EQUIPMENT: CODE AND SERVING UTILITY REQUIREMENTS.PIPE VENTED TYPE TO ATMOSPHERE IN APPROVED LOCATION. 1. DUCTWORK,JOINTS AND FITTINGS E. PRESSURE RATING:4-INCH WG POSITIVE PRESSURE AND 1-INCH WG NEGATIVE PRESSURE. 1. EF-1 2. INSULATED FLEXIBLE DUCT 2.07 GAS SOLENOID VALVES F. PERFORMANCE AIR FRICTION CORRECTION FACTOR: 1.3 MAXIMUM AT 95 PERCENT EXTENSION.WORKING AIR VELOCITY: D. EXHAUST FANS: 3. DUCTWORK JOINT SEALERS AND SEALANTS MINIMUM 2000 FPM. A. GENERAL:SOLENOID BODIES WILL BE BRASS CONSTRUCTION WITH NPT PORTS.THE VALVES WILL BE"NORMALLY 1. PROGRAM TIMECLOCK TO START EF-1 DURING OCCUPIED HOURS,AND TO STOP EF-1,DURING UNOCCUPIED HOURS. CLOSED"AND PILOT OPERATED OR DIRECT ACTING DEPENDING ON APPLICATION. 1.02RELATED SECTIONS G. FLAME SPREAD RATING:NO MORE THAN 25. 3.02 SMOKE DETECTION(FOR PROJECTS WITH A FIRE ALARM SYSTEM) B. ELECTRICAL: 125V/1PH/60HZ. A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. H. SMOKE DEVELOPMENT RATING:NO MORE THAN 50 AS TESTED PER ASTM E84. A. SMOKE DETECTOR FURNISHED AND POVVERED/VVIRED UNDER DIVISION 28,ELECTRONIC SAFETY AND SECURITY. COORDINATE VVITH FIRE ALARM EQUIPMENT SUPPLIER.INSTALLATION OF DUCT SMOKE DETECTOR HOUSING AND C. INTERNAL CONSTRUCTION:TYPE 304 AND TYPE 316 INTERNAL PARTS,ELASTOMERIC SEALS AND LUBRICANTS AS B. IN ADDITION,REFERENCE THE FOLLOVVING: I. INSERTION LOSS:MINIMUM ATTENUATION OF 29 DB FOR 10-FOOT STRAIGHT LENGTH AT 8-1NCH DIAMETER AT 500 HZ. SAMPLING TUBE UNDER DIVISION 23,HVAC. APPROPRIATE FOR GAS SERVICE. 1. SECTION 23 05 29,HANGERS AND SUPPORTS FOR HVAC PIPING,DUCTWORK AND EQUIPMENT. 2.04 DUCTWORK JOINT SEALERS AND SEALANTS B. INSTALL SMOKE DETECTORS IN RETURN AIR SYSTEMS GREATER THAN 2000 CFM. 2.08 FLEXIBLE PIPE CONNECTORS-GAS PIPING(CSA LISTED) 2. SECTION 23 05 93,TESTING,ADJUSTING,AND BALANCING FOR HVAC. A. JOINT SEALERS AND SEALANTS:NON-HARDENING,WATER RESISTANT,MILDEWAND MOLD RESISTANT, C. INSTALL SMOKE DETECTORS AT EACH STORY PRIOR TO CONNECTION TO RETURN AIR RISER IN SYSTEMS GREATER THAN A. INNER HOSE:TYPE 304 STAINLESS STEEL. 1.03REFERENCES AND STANDARDS B. TYPE:HEAVY MASTIC OR LIQUID USED ALONE OR WITH TAPE,SUITABLE FOR JOINT CONFIGURATION AND COMPATIBLE 15,000 CFM AND SERVING MORE THAN ONE STORY. WITH SUBSTRATES,AND RECOMMENDED BY MANUFACTURER FOR PRESSURE AND LEAKAGE CLASS OF DUCTS. B. EXTERIOR SLEEVE:BRAIDED,TYPE 304 STAINLESS STEEL. A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 0000,HVAC BASIC REQUIREMENTS AND DIVISION 01, 3.03 INSTALLATION OF AUXILIARY CONTROL DEVICES C. PRESSURE RATING: 175 PSI AT 70 DEGREES F UP TO 4-INCH PIPE. GENERAL REQUIREMENTS. C. SURFACE BURNING CHARACTERISTICS: FLAME SPREAD OF ZERO,SMOKE DEVELOPED OF ZERO,WHEN TESTED IN A. GENERAL: ACCORDANCE WITH ASTM E 84. D. JOINT:THREADED CARBON STEEL. 1.04SUBMITTALS 1. INSTALL THERMOSTATS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. D. WATER BASED SEALANT FOR BRUSH-ON APPLICATION:FLEXIBLE,ADHESIVE SEALANT,RESISTANT TO UV LIGHT,UL-181A, 2. ROOM THERMOSTATS INSTALLED AT 48-1NCHES AFF TO MIDLINE OF SENSOR ON CONCEALED JUNCTION BOXES E. MAXIMUM OFFSET:3/4-INCH ON EACH SIDE OF INSTALLED CENTER LINE. A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL AND UL-181-B LISTED,COMPLYING WITH NFPA REQUIREMENTS FOR CLASS 1 DUCTS.MIN.69 PERCENT SOLIDS, PROPERLY SUPPORTED BY WALL FRAMING AT THE LOCATIONS SHOWN ON THE DRAWINGS. F. FLEXIBLE CONNECTORS:FLEXIBLE CONNECTORS USED IN LP AND LPG PIPING SYSTEMS COMPLIANT WITH FOLLOWING: REQUIREMENTS. NONFLAMMABLE.HARDCAST VERSA-GRIP 181;CHILDERS CP-146;FOSTER 32-19 FOR SMACNA 1/2, 1,2,3,4,6,AND 10-INCH END OF SECTION1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. IN ADDITION, PROVIDE: WG DUCT CLASSES,AND SMACNA SEAL CLASS A,B,OR C. 1. WELDING CERTIFICATES E. FLANGED JOINT MASTIC:ONE-PART,ACID-CURING,SILICONE,ELASTOMERIC JOINT SEALANT COMPLYING WITH ASTM C920, 2. FLEXIBLE CONNECTORS AND HOSE USED AS FLEXIBLE CONNECTORS NOT EXCEED 3-FEET IN LENGTH WHERE USED SECTION 23 11 23-FACILITY FUEL-NATURAL GAS PIPING AND SYSTEMS WITH LIQUID OR VAPOR PIPING ON PORTABLE OR STATIONARY TANKS. 2. FIELD QUALITY CONTROL REPORTS TYPE S,GRADE NS,CLASS 25,USE Q. PART 1-GENERAL 3. HOSE PERMITTED TO BE USED IF FLEXIBILITY IS REQUIRED FOR LIQUID OR VAPOR TRANSFER. 1.05QUALITY ASSURANCE F. FLANGE GASKETS:BUTYL RUBBER OR EPDM POLYMER WITH POLYISOBUTYLENE PLASTICIZER. 1.01SUMMARY PART 3-EXECUTION A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL G. POLYURETHANE SEALANT:GENERAL-PURPOSE,EXTERIOR USE,NON-BRITTLE SEALANT FOR GUNNED APPLICATION. REQUIREMENTS. VULKEM 616 OR EQUAL. A. WORK INCLUDED: 3.01 GENERAL INSTALLATION REQUIREMENTS B. IN ADDITION,MEET THE FOLLOWING: PART 3-EXECUTION 1. FUEL PIPE AND PIPE FITTINGS-GENERAL A. INSPECTION:EXAMINE AREAS AND CONDITIONS UNDER WHICH FUEL SYSTEMS MATERIALS AND PRODUCTS ARE TO BE INSTALLED.DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1. NFPA COMPLIANCE: 3.01 GENERAL INSTALLATION REQUIREMENTS 2. STEEL PIPE AND FITTINGS,ABOVE GRADE B. IDENTIFICATION:INSTALL MECHANICAL IDENTIFICATION IN ACCORDANCE WITH SECTION 22 05 53, IDENTIFICATION FOR a. NFPA 90A INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS. A. GENERAL:USE THE FOLLOWING PRESSURE SEAL,AND LEAKAGE CLASS(ES)IN DESIGN OF DUCTWORK SPECIFIED IN THIS 3. NATURAL GAS VALVES PLUMBING PIPING AND EQUIPMENT. b. NFPA 90B,INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS. SECTION UNLESS OTHERWISE NOTED ON DRAWINGS. 4. GAS EARTHQUAKE VALVE C. REAM PIPE AND TUBE ENDS.REMOVE BURRS.BEVEL PLAIN END FERROUS PIPE. 1.06WARRANTY PRESSURE CLASS(Inches LEAKAGE CLASS ROUND LEAKAGE CLASS 5. NATURAL GAS PRESSURE REGULATORS SYSTEM SEAL CLASS RECTANGULAR D. REMOVE SCALE AND DIRT ON INSIDE AND OUTSIDE BEFORE ASSEMBLY. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND of Water) DUCTS DUCTS 6. GAS SOLENOID VALVES , E. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS. DIVISION 01,GENERAL REQUIREMENTS. Low pressure(downstream of terminal +1-Inch A 3 6 7. FLEXIBLE PIPE CONNECTORS-GAS PIPING(CSA LISTED) unit) SPECIFICATIONS F. KEEP OPEN ENDS OF PIPE FREE FROM SCALE AND DIRT.WHENEVER WORK IS SUSPENDED DURING CONSTRUCTION 1.07SYSTEM DESCRIPTION 1.02RELATED SECTIONS - MECHANICAL Return main(s24Anch) 0 5-INCH MORE NEGATIVE THAN A 3 6 PROTECT OPEN ENDS\MTH TEMPORARY PLUGS OR CAPS. A. DUCT SYSTEM DESIGN,AS INDICATED, HAS BEEN USED TO SELECT SIZE AND TYPE OF AIR-MOVING AND DISTRIBUTION RETURN/EXHAUST FAN PRESSURE OR A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. EQUIPMENT AND OTHER AIR SYSTEM COMPONENTS.DUCT DESIGN IS GENERALLY DIAGRAMMATIC AND IS NOT MEANT TO -2-INCH PRESSURE CLASS, G. INSTALL PIPING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WH4CHEVER IS MORE NEGATIVE B. IN ADDITION,REFERENCE THE FOLLOWING: BE SCALED.MAJOR CHANGES TO LAYOUT OR CONFIGURATION OF DUCT SYSTEM MUST BE SPECIFICALLY APPROVED IN H. ROUTE PIPING IN ORDERLY MANNER,PLUMB AND PARALLEL TO BUILDING STRUCTURE,AND MAINTAIN GRADIENT. WRITING BY ARCHITECT.ACCOMPANY REQUESTS FOR LAYOUT MODIFICATIONS WITH CALCULATIONS SHOWING THAT 1. DIVISION 26, ELECTRICAL REQUIREMENTS FOR GROUNDING FUEL PIPING SYSTEMS. Return branch(<24-inch) On-INCH MORE NEGATIVE THAN A 3 6 I. INSTALL PIPING TO CONSERVE BUILDING SPACE AND AVOID INTERFERENCE WITH USE OF SPACE. PROPOSED LAYOUT WILL PROVIDE ORIGINAL DESIGN RESULTS WITHOUT INCREASING SYSTEM TOTAL PRESSURE. RETURN/EXHAUST FAN PRESSURE OR 1.03REFERENCES AND STANDARDS -2-INCH PRESSURE CLASS. J. SLEEVE PIPE PASSING THROUGH PARTITIONS,WALLS,AND FLOORS. PART 2-PRODUCTS WIICHEVER IS MORE NEGATIVE A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, K. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE,JOINTS,OR CONNECTED 2.01 MANUFACTURERS GENERAL REQUIREMENTS. 0.5-INCH MORE NEGATIVE THAN A 3 6 EQUIPMENT. A. DUCTWORK,JOINTS,AND FITTINGS: General exhaust RETURN/EXHAUST FAN PRESSURE OR 1.04SUBMITTALS -2-INCH PRESSURE CLASS, L. PROVIDE PIPING MAINS,BRANCHES AND RUNOUTS INSTALLED TO ALLOW FOR FREE EXPANSION AND CONTRACTION 1. DUCTMATE WHICHEVER IS MORE NEGATIVE , A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL WITHOUT DEVELOPING LEAKS OR UNDUE STRESSING OF PIPE.PROVIDE STRESSES WITHIN ALLOWABLE LIMITS OF ANSI REQUIREMENTS. 1331.1 FOR PRESSURE PIPING. 2. LINDAB INC B. DUCTWORK INSTALLATION: 3. NEXUS INC INTERFACE 1.05QUALITY ASSURANCE M. EQUIPMENT CONNECTIONS:CONNECT GAS PIPING TO EACH GAS-FIRED EQUIPMENT ITEM,WITH DRIP LEG AND SHUTOFF 1. GENERAL:INSTALL ENTIRE DUCT SYSTEM IN ACCORDANCE WITH DRAWINGS,SPECIFICATIONS,AND LATEST ISSUES OF * GAS COCK.COMPLY WITH EQUIPMENT MANUFACTURER'S INSTRUCTIONS.FLEXIBLE CONNECTIONS VVHERE REQUIRED 4. SEMCO ENGINEERING A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL LOCAL MECHANICAL CODE,NFPA 90A,AND SMACNA DUCT CONSTRUCTION MANUAL.AT CONTRACTOR'S OPTION, OR SHOWN ON DRAWINGS. REQUIREMENTS APPLY TO THIS SECTION. PER ASCE 7-105. UNITED MCGILL CORPORATION RECTANGULAR DUCTWORK MAY BE RESIZED TO MAINTAIN AN EQUIVALENT AIR VELOCITY AND FRICTION RATE,WHILE PROJECT 2019-0641 .. 1.06WARRANTY N. PIPING TESTS:TEST NATURAL GAS PIPING IN ACCORDANCE WITH APPLICABLE MECHANICAL CODE REQUIREMENTS,ANSI 6. WARD INDUSTRIES MAINTAINING A MAXIMUM ASPECT RATIO OF 3. REMOVE MARKINGS AND TAGGING FROM DUCTWORK EXTERIOR 1331.2,AND LOCAL UTILITY REQUIREMENTS AT A MINIMUM OF 100 PSIG FOR 24 HOURS. SURFACE IN MECHANICAL ROOMS AND OTHER LOCATIONS WHERE DUCTWORK IS EXPOSED. coAcr TAYLOR EDWARDS A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND 7. OR APPROVED EQUIVALENT rzM0 • 5 DIVISION 01,GENERAL REQUIREMENTS. 3.02 FUEL PIPE AND PIPE FITTINGS-GENERAL B. INSULATED FLEXIBLE DUCT: 100 SW Main Street,Suite 1600 Portland,OR 97204 PART 2-PRODUCTS A. BLACK STEEL:SEE 3.01 GENERAL INSTALLATION REQUIREMENTS ABOVE AND INSTALL PER LOCAL CODE PRESSURE TEST 1. ATCO TEL 503.382.2266 wwwinterfaceengineering.com \\pdx-jor_ I oj3\pclxprolects\2019\2019-0641\cod\mechanical)0641m0.2-m0.8.d,wg 1,11/7/2019 12:48:23 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER..;TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641M0.2 - M0.8.DWG - M0.5 EDIT: 11/11/2019 4:23 PM BY TAYLORE I PLOT: 11/11/2019 4:26 PM BY TAYLOR EDWARDS ��Eyti4 P R 0 p,s 2. THE DUCT LAYOUT SHOWN ON THE CONTRACT DRAWINGS IS DIAGRAMMATIC IN NATURE.COORDINATE THE 1. MANUFACTURER QUALIFICATIONS:COMPANY SPECIALIZING IN MANUFACTURING THE TYPE OF PRODUCTS SPECIFIED D. SIZE:MAXIMUM SIZE AVAILABLE TO FIT RECTANGULAR DUCT PANEL DIMENSION OR ROUND DUCT DIAMETER.PLENUM MANUFACTURER'S WRITTEN INSTRUCTIONS. ��`� �G t N�F spy DUCTWORK ROUTING AND LAYOUT,AND MAKE ALTERATIONS TO THE DUCTWORK ROUTING AND LAYOUT TO ELIMINATE IN THIS SECTION,WITH MINIMUM FIVE YEARS OF DOCUMENTED EXPERIENCE. DOORS MINIMUM 2-FEET WIDE BY 4-FEET HIGH. C. LIFT AND SUPPORT UNITS WITH MANUFACTURER'S DESIGNATED LIFTING OR SUPPORTING POINTS. �' <Cr 84929 '� 9fPHYSICAL INTERFERENCES.WHERE DEVIATIONS IN THE DUCTWORK ROUTING AS SHOWN 1N THE CONTRACT 2. PRODUCTS REQUIRING ELECTRICAL CONNECTION:LISTED AND CLASSIFIED BY UNDERWRITERS LABORATORIES INC. E. FOR OUTDOOR INSTALLATION,ONLY PROVIDE WATERPROOF ACCESS DOORS INSTALLED VERTICALLY. Ili►DRAWINGS ARE REQUIRED,ALTERATIONS MAY BE MADE SO AS NOT TO COMPROMISE THE AIR FLOW,PRESSURE 1.08COORDINATION ./Lt �, C /J �^-'�AS SUITABLE FOR THE PURPOSE SPECIFIED AND INDICATED. DROP,AND SOUND CHARACTERISTICS OF THE DUCT FITTING OR DUCT RUN AS SHOWN ON THE CONTRACT DRAWINGS. 2.06 DUCT TEST HOLES A. COORDINATE SIZE AND LOCATION OF STRUCTURAL-STEEL SUPPORT MEMBERS. OREGONIN THE EVENT ARCHITECT DETERMINES THAT THE INSTALLED DUCTWORK IS INCONSISTENT WITH THE ABOVE 3. AMCA 500-TEST METHODS FOR LOUVERS, DAMPERS AND SHUTTERS. q A. TEMPORARY TEST HOLES:CAST IRON OR CAST ALUMINUM TO SUIT DUCT MATERIAL, INCLUDING SCREW CAP AND B. COORDINATE SIZE AND LOCATION OF CONCRETE BASES.CAST ANCHOR-BOLT INSERTS INTO BASES. 7 ,./ NN '. ' MENTIONED CRITERIA,REMOVE AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. 4. AMCA 511 -CERTIFIED RATINGS PROGRAM FOR AIR CONTROL DEVICES. GASKET.SIZE TO ALLOW INSERTION OF PITOT TUBE AND OTHER TESTING INSTRUMENTS AND OF LENGTH TO SUIT DUCT 4 °NE 5,2- \,Q' - 3. INSTALL DUCTS WITH FEWEST POSSIBLE JOINTS. 5. AMCA 611,LATEST EDITION-CERTIFIED RATINGS PROGRAM-PRODUCT RATING MANUAL FOR AIRFLOW INSULATION THICKNESS. C. COORDINATE INSTALLATION OF ROOF CURBS, EQUIPMENT SUPPORTS,AND ROOF PENETRATIONS. S M. McC\-�� 4. INSTALL FABRICATED FITTINGS FOR CHANGES IN DIRECTIONS,SIZE,SHAPE,AND FOR CONNECTIONS. MEASUREMENT STATIONS. B. PERMANENT TEST HOLES:FACTORY FABRICATED,AIR TIGHT FLANGED FITTINGS WITH SCREW CAP.PROVIDE EXTENDED 1.09EXTRA MATERIALS 5. INSTALL COUPLINGS TIGHT TO DUCT WALL SURFACE WITH A MINIMUM OF PROJECTIONS INTO DUCT.SECURE 6. AMCA 610,LATEST EDITION-LABORATORY METHODS OF TESTING AIRFLOW MEASUREMENT STATIONS FOR NECK FITTINGS TO CLEAR INSULATION. A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH I EXPIRES: 12/31/20 I - COUPLINGS WITH SHEET METAL SCREWS.INSTALL SCREWS AT INTERVALS OF 12-INCHES,WITH A MINIMUM OF 3 PERFORMANCE RATING. 2.07 FLEXIBLE CONNECTORS PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS.BELTS:ONE SET FOR SCREWS IN EACH COUPLING. EACH BELT-DRIVEN UNIT. 6. INSTALL DUCTS,UNLESS OTHERWISE INDICATED,VERTICALLY AND HORIZONTALLY AND PARALLEL AND 7. NFPA 90A-INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS. A. GENERAL DESCRIPTION:FLAME-RETARDANT OR NONCOMBUSTIBLE FABRICS,COATINGS,AND ADHESIVES COMPLYING PERPENDICULAR TO BUILDING LINES;AVOID DIAGONAL RUNS. 8. NFPA 92A-SMOKE-CONTROL SYSTEMS. WITH UL 181,CLASS 1. PART 2-PRODUCTS (/) 7. INSTALL DUCTS CLOSE TO WALLS,OVERHEAD CONSTRUCTION,COLUMNS,AND OTHER STRUCTURAL AND PERMANENT 9. NFPA 92B-SMOKE CONTROL SYSTEMS IN ATRIA,COVERED MALLS AND LARGE AREAS. B. METAL-EDGED CONNECTORS:FACTORY FABRICATED WITH A FABRIC STRIP 4-INCHES WIDE ATTACHED TO TWO STRIPS OF 2.01 MANUFACTURERS • ^` ENCLOSURE ELEMENTS OF BUILDING. 10. NFPA 101-LIFE SAFETY CODE. 2-3/4-INCH WIDE,0.028-INCH THICK,GALVANIZED SHEET STEEL OR 0.032-INCH THICK ALUMINUM SHEETS.SELECT METAL A. CENTRIFUGAL FANS: �(f 8. INSTALL DUCTS WITH A CLEARANCE OF 1-INCH,PLUS ALLOWANCE FOR INSULATION THICKNESS.ALLOW FOR EASY 1.O6WARRANTY COMPATIBLE WITH DUCTS. 1. GREENHECK )I. �`-- REMOVAL OF CEILING TILE. C. PROVIDE A SPRING AND BRACKET ASSEMBLY TO REINFORCE THE FABRIC WITH SUFFICIENT TENSION TO PREVENT 2. COOK 4.- 9. E"9. CONCEAL DUCTS FROM VIEW IN FINISHED SPACES. DO NOT ENCASE HORIZONTAL RUNS IN SOLID PARTITIONS UNLESS A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND CONNECTOR COLLAPSE UNDER NEGATIVE OR POSITIVE PRESSURE. NUMBER AND POSITIONING OF SPRING-LINK FIXTURE0 SPECIFICALLY INDICATED. DIVISION 01,GENERAL REQUIREMENTS. TO BE DETERMINED BY THE MANUFACTURER TO MAINTAIN STRAIGHT AXIS AND WITHOUT KINKS BETWEEN TWO SECTIONS 3. TWIN CITYS� L 10.COORDINATE LAYOUT WITH SUSPENDED CEILING,AIR DUCT ACCESSORIES,LIGHTING LAYOUTS,AND SIMILAR FINISH PART 2-PRODUCTS OF DUCT,OR BETWEEN DUCT AND THE MOVING ELEMENT. HARDCAST SPRING-LINK SL-200,OR EQUAL. B. ROOF EXHAUST FANS: i•• WORK. 2.01 MANUFACTURERS D. INDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC(FC-I):GLASS FABRIC DOUBLE COATED WITH NEOPRENE. 1. GREENHECK 11.ELECTRICAL AND IT EQUIPMENT SPACES:ROUTE DUCTS TO AVOID PASSING THROUGH TRANSFORMER VAULTS, A. BACKDRAFT DAMPERS: 1. MINIMUM WEIGHT:26 OUNCES PER SQUARE YARD. 2. COOK O ("`� ELECTRICAL EQUIPMENT SPACES,IDF/MPOE ROOMS,AND ENCLOSURES. i1. 12.NON-FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND EXTERIOR 1. GREENHECK 2. TENSILE STRENGTH:480 POUNDS OF FORCE PER IN THE WARP AND 360 POUNDS OF FORCE PER INCH IN THE FILLING. 3. TWIN CITYE n) WALLS AND ARE EXPOSED TO VIEW,CONCEAL SPACES BETWEEN CONSTRUCTION OPENINGS AND DUCTS OR DUCT 2. NAILOR 3. SERVICE TEMPERATURE:-40 DEGREES F TO 200 DEGREES F. 2.02 CENTRIFUGAL FANS 1 INSULATION WITH SHEET METAL FLANGES OF SAME METAL THICKNESS AS DUCTS.OVERLAP OPENINGS ON 4 SIDES BY 3. RUSKIN PART 3-EXECUTION A. DESCRIPTION:CENTRIFUGAL OR UTILITY TYPE CENTRIFUGAL FANS,AS INDICATED,STANDARD FACTORY FINISH,AMCA 0 / AT LEAST 1-1/2-INCHES. RATED,SINGLE WIDTH,SINGLE INLET,DOUBLE WIDTH,DOUBLE INLET,FORWARD CURVED, BACKWARD INCLINED,ORCL ( ' j S"' 13.FIRE-AND SMOKE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND B. DAMPERS: 3.01 DUCT ACCESSORIES GENERAL INSTALLATION AIRFOIL BLADES AS SCHEDULED. �� VVV/// EXTERIOR WALLS, INSTALL APPROPRIATELY RATED FIRE,SMOKE OR COMBINATION FIRE AND SMOKE DAMPERS AS 1. GREENHECK A. INSPECT AREAS TO RECEIVE AIR DUCT ACCESSORIES.NOTIFY ENGINEER OF CONDITIONS THAT WOULD ADVERSELY T'� GOVERNED BY BUILDING CODE AND AHJ, INCLUDING SLEEVES,AND FIRESTOPPING SEALANT. AFFECT THE INSTALLATION OF THE DAMPERS. DO NOT PROCEED UNTIL CONDITIONS ARE CORRECTED. B. WHEEL AND INLET: /� 0 i 2. NAILOR 1. BACKWARD INCLINED:STEEL OR ALUMINUM CONSTRUCTION WITH SMOOTH CURVED INLET FLANGE,HEAVY BACK 1 I 1 0 a 14.INSTALL DUCTS WITH HANGERS AND BRACES DESIGNED TO WITHSTAND,WITHOUT DAMAGE TO EQUIPMENT,SEISMIC 3. RUSKIN B. INSTALL DUCT ACCESSORIES ACCORDING TO APPLICABLE DETAILS IN SMACNA'S"HVAC DUCT CONSTRUCTION PLATE, BACKWARDLY CURVED BLADES WELDED OR RIVETED TO FLANGE AND BACK PLATE;CAST IRON OR CAST W -♦- FORCE REQUIRED BY APPLICABLE BUILDING CODES. REFERENCE SMACNA'S SEISMIC RESTRAINT MANUAL: STANDARDS--METAL AND FLEXIBLE"FOR METAL DUCTS. ,��■ GUIDELINES FOR MECHANICAL SYSTEMS,MASON SEISMIC RESTRAINT AND SUPPORT SYSTEMS. C. ACCESS DOORS: STEEL HUB RIVETED TO BACK PLATE AND KEYED TO SHAFT WITH SET SCREWS. _[l._ C. PROVIDE DUCT ACCESSORIES OF MATERIALS SUITED TO DUCT MATERIALS;USE GALVANIZED-STEEL ACCESSORIES IN 2. AIRFOIL WHEEL:STEEL CONSTRUCTION WITH SMOOTH CURVED INLET FLANGE,HEAVY BACK PLATE DIE FORMED D R.- c 15.PROTECT DUCT INTERIORS FROM THE ELEMENTS AND FOREIGN MATERIALS UNTIL BUILDING IS ENCLOSED.FOLLOW 1. DUCTMATE GALVANIZED-STEEL,STAINLESS-STEEL ACCESSORIES IN STAINLESS-STEEL DUCTS,AND ALUMINUM ACCESSORIES IN HOLLOW AIRFOIL SHAPED BLADES CONTINUOUSLY WELDED AT TIP FLANGE,AND BACK PLATE;CAST IRON OR CAST SMACNA'S DUCT CLEANLINESS FOR NEW CONSTRUCTION ADVANCED LEVEL. CY. ✓� 2. RUSKIN ALUMINUM DUCTS. STEEL HUB RIVETED TO BACK PLATE AND KEYED TO SHAFT WITH SET SCREWS. 16.PAINT INTERIORS OF METAL DUCTS,THAT DO NOT HAVE DUCT LINER,FOR 24-INCHES UPSTREAM OF REGISTERS AND nn�� 0 3. NAILOR D. DO NOT COMPRESS OR STRETCH DAMPER FRAMES INTO DUCT OR OPENING. W GRILLES.APPLY ONE COAT OF FLAT,BLACK,LATEX FINISH COAT OVER A COMPATIBLE DUCT MATERIAL. 3. STATICALLY AND DYNAMICALLY BALANCE WHEEL WITHIN ITS OWN BEARINGS WITH MAXIMUM BALANCE QUALITY0 -i-- 17.INSTALL DUCTWORK IN THE LOCATION AND MANNER SHOWN AND DETAILED.REVIEW DEVIATIONS REQUIRED BY JOB 4. OUTDOOR INSTALLATION:KARP MX INSULATED EXTERIOR ACCESS DOOR. E. HANDLE DAMPERS USING SLEEVE OR FRAME. DO NOT LIFT DAMPERS USING BLADES,ACTUATORS,OR JACK SHAFTS. GRADE AT BEARINGS OF G16(0.20 IN/SEC PEAK VELOCITY,FILTER-IN AS MEASURED AT FAN RPM)FOR 5 HP AND - CONDITIONS WITH ARCHITECT PRIOR TO ANY FABRICATION. PROVIDE FITTINGS FOR CONSTRUCTION PER SMACNA. D. DUCT TEST HOLES: F. ADJUST DUCT ACCESSORIES FOR PROPER SETTINGS. BELOW AND G6.3(0.15 IN/SEC PEAK VELOCITY,FILTER-IN AS MEASURED AT FAN RPM)FOR 7.5 HP AND ABOVE PER ANSI D E 1. VENTLOK S2.19.AMCA 210 RATED. 0C. FLANGED TAKE-OFFS: 3.02 SHEET METAL MATERIALS INSTALLATION / I 1 5... 'F- 1. INSTALL AT BRANCH TAKEOFFS TO OUTLETS USING ROUND OR FLEX DUCT. C. HOUSING: W (/' 2. OR APPROVED EQUIVALENT. A. INSTALL BRACING FOR MULTIPLE SECTIONS TO SUPPORT ASSEMBLY WEIGHTS AND HOLD AGAINST SYSTEM PRESSURE. ) 2. FLANGED TAKE-OFFS SECURED WITH MINIMUM 8-INCH SCREW SPACING(THREE SCREWS MINIMUM). 1. HEAVY GAUGE STEEL,SPOT WELDED FOR AMCA 99 CLASS I AND II FANS,AND CONTINUOUSLY WELDED FOR CLASS III, 3. PROVIDE DUCTWORK TAPS AND BRANCHES OFF OF MAIN DUCTS AT 45 DEGREES WHETHER SHOWN ON DRAWINGS OR E. FLEXIBLE CONNECTORS: INSTALL BRACING AS NEEDED. ADEQUATELY BRACED,DESIGNED TO MINIMIZE TURBULENCE WITH SPUN INLET BELL AND SHAPED CUT. C NOT(DRAWINGS ARE DIAGRAMMATIC). 1. DURO DYNE CORP. 3.03 BACKDRAFT DAMPERS INSTALLATION 2. FINISH:FACTORY FINISH TO MANUFACTURER'S STANDARD(PERMATECTOR).FOR FANS HANDLING AIR DOWNSTREAM 0 D. CLEANING: 2. VENTFABRICS INC. A. INSTALL BACKDRAFT DAMPERS ON EXHAUST FANS OR EXHAUST DUCTS NEAREST TO OUTSIDE AND WHERE INDICATED. OF HUMIDIFIERS,PROVIDE TWO ADDITIONAL COATS OF PAINT OR FABRICATE OF GALVANIZED STEEL.PRIME COATING _rn 0) > 1. CLEAN DUCT SYSTEMS WITH HIGH POWER VACUUM MACHINES.PROTECT EQUIPMENT THAT COULD BE HARMED BY 3. WARD INDUSTRIES PROVIDE AT OUTSIDE AIR INTAKES WHERE MOTORIZED DAMPERS ARE NOT SHOWN ON DRAWINGS. OF ALUMINUM PARTS IS NOT ALLOWED. EXCESSIVE DIRT WITH FILTERS,OR BYPASS DURING CLEANING.PROVIDE ADEQUATE ACCESS INTO DUCTWORK FOR 3.04 DAMPERS INSTALLATION 3. REMOVABLE ANGLES AND BOLTS FOR ATTACHING FLEXIBLE CONNECTIONS AND DISCHARGE DAMPERS ON FAN CLEANING PURPOSES. 2.02 SHEET METAL MATERIALS f'1 A. WHERE INSTALLING VOLUME DAMPERS IN DUCTS WITH LINER,AVOID DAMAGE TO AND EROSION OF DUCT LINER. OUTLET. [VJ 2. GRILLE AND EXPOSED DUCT CLEANING: A. COMPLY WITH SMACNA'S"HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE"FOR ACCEPTABLE MATERIALS, 5... MATERIAL THICKNESSES,AND DUCT CONSTRUCTION METHODS,UNLESS OTHERWISE INDICATED. B. PROVIDE BALANCING DAMPERS AT POINTS ON SUPPLY,RETURN,AND EXHAUST SYSTEMS WHERE BRANCHES LEAD FROM 4. HOUSING DISCHARGE ARRANGEMENT:ADJUSTABLE TO EIGHT STANDARD POSITIONS. a. AFTER COMPLETION OF DUCTWORK INSTALLATION,OPERATE EACH FAN SYSTEM(EXCLUDING EXHAUST FANS)FOR I �.}� A MINIMUM OF 30 MINUTES PRIOR TO INSTALLATION OF CEILING GRILLES AND DIFFUSERS.AFTER GRILLES AND B. GALVANIZED SHEET STEEL:LOCK-FORMING QUALITY;COMPLYING WITH ASTM A 653/A 653M.GALVANIZING:1-1/4 OUNCES LARGER DUCTS FOR AIR BALANCING.INSTALL AT A MINIMUM OF TWO DUCT WIDTHS FROM EACH BRANCH TAKEOFF. D. BEARINGS AND DRIVES 0 • DIFFUSERS ARE INSTALLED,CLEAN OUT ACCUMULATION OF PARTICLES FROM GRILLES AND DIFFUSERS PRIOR TO PER SQUARE FOOT TOTAL BOTH SIDES; DUCTS TO HAVE MILL-PHOSPHATIZED FINISH FOR SURFACES EXPOSED TO VIEW. PROVIDE BALANCING DAMPERS FOR ALL AIR INLETS AND OUTLETS. 1. BEARINGS:HEAVY DUTY PILLOW BLOCK TYPE,SELF-GREASING BALL BEARINGS,WITH ABMA 9 L-10 LIFE AT 100,000 •0 r ACCEPTANCE. C. ALUMINUM SHEETS:ASTM B 209(ASTM B 209M),ALLOY 3003,TEMPER H14;WITH MILL FINISH FOR CONCEALED DUCTS AND C. INSTALL DAMPERS SQUARE AND FREE FROM RACKING WITH BLADE RUNNING HORIZONTALLY. HOURS. 1 p b. CLEAN EXTERIOR SURFACE OF DUCTS EXPOSED TO PUBLIC VIEW OF CHALK,PENCIL AND PEN MARKS,LABELS, STANDARD, 1-SIDE BRIGHT FINISH FOR EXPOSED DUCTS. 3.05 ACCESS DOORS INSTALLATION 2. SHAFTS: HOT ROLLED STEEL,GROUND AND POLISHED,WITH KEYWAY,PROTECTIVELY COATED WITH LUBRICATING OIL, / SIZING TAGS, DIRT, DUST, ETC.,SO THAT UPON COMPLETION OF INSTALLATION,DUCTS ARE LEFT IN CLEAN AND AND SHAFT GUARD.PROVIDE ANTI-CORROSIVE COATING. U UNBLEMISHED MANUFACTURED CONDITIONS. D. EXTRUDED ALUMINUM:ASTM B 221 (ASTM B 221 M),ALLOY 6063,TEMPER T6. A. INSTALL DUCT ACCESS DOORS TO ALLOW FOR INSPECTING,ADJUSTING,AND MAINTAINING ACCESSORIES AND TERMINAL c. EXPOSED DUCT AND GRILLES TO REMAIN FREE OF DUST ENTRAINED STREAKS DUE TO LEAKAGE AT JOINTS AND E. REINFORCEMENT SHAPES AND PLATES:GALVANIZED-STEEL REINFORCEMENT WHERE INSTALLED ON GALVANIZED SHEET UNITS AS FOLLOWS: 3. DRIVE:CAST IRON OR STEEL SHEAVES,DYNAMICALLY BALANCED,KEYED.VARIABLE AND ADJUSTABLE PITCH a,) (/) METAL DUCTS;COMPATIBLE MATERIALS FOR ALUMINUM AND STAINLESS-STEEL DUCTS. 1. ON BOTH SIDES OF DUCT COILS. SHEAVES FOR MOTORS 5 HP AND UNDER,SELECTED SO REQUIRED RPM IS OBTAINED WITH SHEAVES SET AT 0 c.„) 0 GRILLE CONNECTIONS DURING WARRANTY PERIOD.CLEAN LEAKS,SEAL AND REFINISH TO MATCH EXISTING IFMID-POSITION FIXED SHEAVE FOR 7.5 HP AND OVER,MATCHED BELTS,AND DRIVE RATED AS RECOMMENDED BY (I) VISIBLE STREAKS DEVELOP. F. TIE RODS:GALVANIZED STEEL, 1/4-INCH MINIMUM DIAMETER FOR LENGTHS 36-INCHES OR LESS;3/8-INCH MINIMUM 2. DOWNSTREAM FROM VOLUME DAMPERS,TURNING VANES AND EQUIPMENT. MANUFACTURER OR MINIMUM 1.5 TIMES NAMEPLATE RATING OF MOTOR. C3)3.02 DUCTWORK,JOINTS AND FITTINGS INSTALLATION DIAMETER FOR LENGTHS LONGER THAN 36-INCHES. 3. ADJACENT TO FIRE OR SMOKE DAMPERS,PROVIDING ACCESS TO RESET OR REINSTALL FUSIBLE LINKS. 4. BELTS:OIL RESISTANT,NONSPARKING,AND NONSTATIC;MATCHED SETS FOR MULTIPLE BELT DRIVES. A. DUCT MATERIALS-APPLIED LOCATIONS: 2.03 BACKDRAFT DAMPERS 4. TO INTERIOR OF DUCTS FOR CLEANING;BEFORE AND AFTER EACH CHANGE IN DIRECTION,AT MAXIMUM 50-FOOT 5. BELT GUARD:FABRICATE TO SMACNA DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE;0.106-INCH THICK, < j 1. GENERAL:USE THE FOLLOWING MATERIALS IN DESIGN OF DUCTWORK SPECIFIED IN THIS SECTION UNLESS A. BASIS-OF-DESIGN:RUSKIN CB D6. (15-M)SPACING. 3/4-INCH DIAMOND MESH WIRE SCREEN WELDED TO STEEL ANGLE FRAME OR EQUIVALENT,PRIME COATED.SECURE r I OTHERWISE NOTED ON THE DRAWINGS. B. DESCRIPTION:MULTIPLE-BLADE GRAVITY BALANCED WITH CENTER PIVOTED BLADES WITH SEALED EDGES,ASSEMBLED 5. INSTALL THE FOLLOWING SIZES FOR DUCT-MOUNTING, RECTANGULAR ACCESS DOORS: TO FAN OR FAN SUPPORTS WITHOUT SHORT CIRCUITING VIBRATION ISOLATION,WITH PROVISION FOR ADJUSTMENT IN RATTLE FREE MANNER WITH 90-DEGREE STOP,ADJUSTMENT DEVICE TO PERMIT SETTING FOR VARYING DIFFERENTIAL a. ONE-HAND OR INSPECTION ACCESS:8-INCHES BY 5-INCHES. OF BELT TENSION,LUBRICATION,AND USE OF TACHOMETER WITH GUARD IN PLACE. LOCATION OR APPLICATION-SUPPLY,RETURN,TRANSFER,AND EXHAUST-LOW PRESSURE(DOWNSTREAM OF TERMINAL STATIC PRESSURE. E. MOTOR: INTEGRALLY MOUNTED, 1800 RPM MAXIMUM,WITH PRE-LUBRICATED SEALED BALL BEARINGS.ODP FOR MOTORS PROJECT N O. UNITS) b. TWO-HAND ACCESS: 12-INCHES BY 6-INCHES. MATERIAL-SINGLE WALL,GALVANIZED STEEL C. FRAME:0.125-INCH THICK 6063-T5 EXTRUDED ALUMINUM CHANNEL WITH GALVANIZED STEEL BRACES AT MITERED c. HEAD AND HAND ACCESS: 18-INCHES BY 10-INCHES. LOCATED INDOORS AND TEFC FOR MOTORS EXPOSED TO MOISTURE. 19-123.1 CORNERS.PROVIDE MOUNTING FLANGE. F. ACCESSORIES: B. DUCTWORK INSTALLATION: DRAWN BY D. BLADES:SINGLE PIECE,OVERLAP FRAME,PARALLEL ACTION,HORIZONTAL ORIENTATION,MINIMUM 0.07-INCH 6063-T5 d. HEAD AND SHOULDERS ACCESS:21-INCHES BY 14-INCHES. 1. INLET/OUTLET SCREENS:GALVANIZED STEEL WELDED GRID,REMOVABLE,AT UNIT OUTLET FOR OUTDOOR 1. FABRICATE RADIUS ELBOWS WITH CENTERLINE RADIUS NOT LESS THAN 1-1/2 DUCT DIAMETERS. EXTRUDED ALUMINUM MATERIAL,MAXIMUM 6-INCH WIDTH. e. BODY ACCESS:25-INCHES BY 14-INCHES. INSTALLATION,AND UNIT INLET FOR UNDUCTED CONDITIONS. TE _ 2. DO NOT INSTALL DUCT SIZE TRANSITION PITCH ANGLES WHICH EXCEED 30 DEGREES FOR REDUCTIONS IN DUCT SIZE E. BEARINGS:CORROSION-RESISTANT SYNTHETIC,FORMED AS SINGLE PIECE WITH AXLES. t BODY PLUS LADDER ACCESS:25-INCHES BY 17-INCHES. 2. ACCESS DOORS:SHAPED TO CONFORM TO SCROLL,WITH QUICK OPENING LATCH TYPE HANDLES AND GASKETS. IN THE DIRECTION OF AIRFLOW,AND 15 DEGREES FOR EXPANSIONS IN DUCT SIZE IN THE DIRECTION OF AIRFLOW. 6. INSTALL THE FOLLOWING SIZES FOR DUCT-MOUNTING,ROUND ACCESS DOORS: CHECKED BY F. BLADE SEALS:EXTRUDED VINYL,MECHANICALLY ATTACHED TO BLADE EDGE. 3. SCROLL DRAIN:1/2-INCH STEEL PIPE COUPLING WELDED TO LOW POINT OF FAN SCROLL FOR OUTDOOR INSTALLATION. 3. INSTALL FIXED TURNING VANES IN SQUARE THROAT RECTANGULAR ELBOWS AND IN TEES. G. BLADE AXLES:CORROSION-RESISTANT,SYNTHETIC FORMED AS SINGLE PIECE WITH BEARINGS,LOCKED TO BLADE. a. ONE-HAND OR INSPECTION ACCESS:8-INCHES IN DIAMETER. 2.03 ROOF EXHAUST FANS JM 4. FABRICATE DUCT TURNS WITH THE INSIDE(SMALLEST)RADIUS AT LEAST EQUAL TO THE DUCT WIDTH(SUPPLY DUCTS) b. TWO-HAND ACCESS: 10-INCHES IN DIAMETER. A. DESCRIPTION:BELT-DRIVEN OR DIRECT-DRIVEN CENTRIFUGAL FANS CONSISTING OF HOUSING,WHEEL,FAN SHAFT, AND 1.5 TIMES RADIUS(RETURN AND EXHAUST DUCTS).WHERE NECESSARY,SQUARE ELBOWS MAY BE USED,WITH H. TIE BARS AND BRACKETS:GALVANIZED STEEL. DATE : MAXIMUM AVAILABLE INSIDE RADIUS AND WITH FIXED TURNING VANES. I. RETURN SPRING:ADJUSTABLE TENSION. c. HEAD AND HAND ACCESS: 12-INCHES IN DIAMETER. BEARINGS, MOTOR AND DISCONNECT SWITCH,DRIVE ASSEMBLY,CURB BASE,AND ACCESSORIES. d. HEAD AND SHOULDERS ACCESS: 18-INCHES IN DIAMETER. B. WHEEL: 1 1.11.2019 3.03 INSULATED FLEXIBLE DUCT INSTALLATION J. DAMPER CAPACITY: REVISION e. BODY ACCESS:24-INCHES IN DIAMETER. 1. SINGLE WIDTH,SINGLE INLET,BACKWARD INCLINED/AIRFOIL BLADES A. PROVIDE SHEET METAL PLENUM OR RIGID ELBOW AND CONNECT TO DIFFUSERS AND GRILLES WITH DUCTWORK 1. CLOSED POSITION: MAXIMUM BACK PRESSURE OF 16-INCHES WATER GAUGE. 7, LABEL ACCESS DOORS. 2. ALUMINUM HUB AND WHEEL WITH STEEL INLET BELL. CONNECTIONS.REFER TO DRAWINGS FOR MORE INFORMATION.PROVIDE STRAIGHT SECTION OF FLEXIBLE DUCT WITH 2. OPEN POSITION: MAXIMUM AIR VELOCITY OF 2,500-FEET PER MINUTE. MINIMUM LENGTH OF 2-FEET AND MAXIMUM LENGTH OF 5-FEET AND CONNECT TO SHEET METAL PLENUMS AND RIGID 3.06 DUCT TEST HOLES INSTALLATION 3. STATICALLY AND DYNAMICALLY BALANCED WITH ITS OWN BEARINGS. ELBOWS CONNECTED TO DIFFUSERS AND GRILLES,UNLESS NOTED OTHERWISE. K. COUNTERBALANCES:ADJUSTABLE ZINC PLATED STEEL WEIGHTS MECHANICALLY ATTACHED TO BLADE.MUST BE CAPABLE OF OPERATING OVER WIDE RANGE OF PRESSURES. A. PROVIDE TEST HOLES AT FAN INLETS AND OUTLETS WHERE INDICATED AND WHERE REQUIRED FOR AIR TESTING AND C. HOUSING TO MATCH SCHEDULED BASIS OF DESIGN: 1. PROVIDE ROUND NECK GRILLES/DIFFUSERS OR SQUARE-TO-ROUND TRANSITIONS.FLEXIBLE DUCT CONNECTIONS BALANCING. 1. ONE PIECE HEAVY GAUGE SPUN ALUMINUM DOME,HINGED FOR SERVICE. DIRECTLY TO DIFFUSER AND GRILLES IS NOT ALLOWED. L. FINISH:MILL ALUMINUM. 3.07 FLEXIBLE CONNECTORS INSTALLATION D. BEARINGS AND DRIVES: 2. FLEXIBLE DUCT ALLOWED IN CONCEALED SPACES ABOVE LAY-IN CEILINGS ONLY. M. TEMPERATURE RATING:-40 DEGREES F TO 200 DEGREES F. A. INSTALL FLEXIBLE CONNECTORS IMMEDIATELY ADJACENT TO EQUIPMENT IN DUCTS ASSOCIATED WITH FANS AND 1. BEARINGS:HEAVY DUTY PILLOW BLOCK TYPE,SELF GREASING BALL BEARINGS WITH ABMA 9 L-10 LIFE AT 100,000 3.04 DUCTWORK JOINT SEALERS AND SEALANTS INSTALLATION N. OPERATION OF BLADE: MOTORIZED EQUIPMENT SUPPORTED BY VIBRATION ISOLATORS. PROVIDE SHEET METAL WEATHER COVER OVER HOURS. A. JOINTS AND SEAM JOINT SEALING: 1. START TO OPEN:0.01-INCH WG FLEXIBLE CONNECTIONS LOCATED OUTDOORS.ATTACH SHEET METAL TO EITHER EQUIPMENT SIDE OR DUCTWORK SIDE, 2. SHAFTS:HOT ROLLED STEEL,GROUND AND POLISHED,WITH KEYWAY, PROTECTIVELY COATED WITH LUBRICATING OIL. 1. SEAL DUCT SEAMS AND JOINTS ACCORDING TO SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS-METAL AND 2. FULLY OPEN:0.05-INCH. BUT NOT BOTH. FLEXIBLE,FOR DUCT PRESSURE CLASS INDICATED. O. PRESSURE DROP: MAXIMUM 0.15-INCH WG AT 1,500-FEET PER MINUTE THROUGH 24-INCH BY 24-INCH DAMPER. B. PER NFPA,DO NOT USE FLEXIBLE CONNECTORS ON GREASE EXHAUST FANS. E. PULLEYS:CAST-IRON,ADJUSTABLE-PITCH MOTOR PULLEY. 2. SEAL TRANSVERSE JOINTS,LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS INCLUDING SCREW,FASTENER, P. FACTORY SLEEVE:MINIMUM 20 GAUGE THICKNESS, 12-INCHES IN LENGTH. C. SECURELY ATTACH SPRING-LOCK BRACKETS TO THE METAL STRIPS OF THE CONNECTOR COLLAR USING NO.8 SHEET F. FAN AND MOTOR ISOLATED FROM EXHAUST AIRSTREAM. PIPE,ROD,AND WIRE. METAL SCREWS. G. CURB:PREFABRICATED INSULATED ROOF CURB,GALVANIZED STEEL,MITERED AD WELDED CORNERS; 1-1/2-INCH THICK, 3. SEAL DUCTS BEFORE EXTERNAL INSULATION IS APPLIED. Q. SCREEN:AT OUTDOOR INTAKE OR DISCHARGE. 1/4-INCH ALUMINUM. D. ADJUST THE FOLLOWING TYPES IN THE FOLLOWING LOCATIONS: RIGID,FIBERGLASS INSULATION ADHERED TO INSIDE WALLS;AND 1-1/2-INCH WOOD NAILER,HINGED WITH CURB SEAL. 2.04 DAMPERS PROVIDE CURB FOR FLAT,PITCHED OR RIDGED ROOF AS INDICATED. 4. FASTENERS SUCH AS SHEET-METAL SCREWS,MACHINE SCREWS OR RIVETS TO BE CADMIUM PLATED. 1. FC-I:INDOORS. A. BASIS-OF-DESIGN:RUSKIN MD 35. H. MOTOR:INTEGRALLY MOUNTED,1800 RPM MAXIMUM,WITH PRE-LUBRICATED SEALED BALL BEARINGS.ODP FOR MOTORS 5. RECTANGULAR DUCTWORK:WHERE INTERMEDIATE JOINT REINFORCEMENT IS REQUIRED FOR DUCT OF NEGATIVE END OF SECTION LOCATED INDOORS AND TEFC FOR MOTORS EXPOSED TO MOISTURE. PRESSURE CLASS,PRE-DRILL STIFFENING FLANGE AND PROVIDE FASTENER MAXIMUM 8-INCHES ON CENTER.WHERE B. GENERAL DESCRIPTION:FACTORY FABRICATED,WITH REQUIRED HARDWARE AND ACCESSORIES.STIFFEN DAMPER RETAINING FLANGES ARE WELDED TO DUCT WALL,PAINT WELDS WITH ZINC COATING. BLADES FOR STABILITY.INCLUDE LOCKING DEVICE TO HOLD SINGLE-BLADE DAMPERS IN A FIXED POSITION WITHOUT SECTION 23 34 00-HVAC FANS 1. INVERTER DUTY MOTOR FOR USE WITH VARIABLE FREQUENCY DRIVE WHERE INDICATED ON FAN SCHEDULE ON VIBRATION.CLOSE DUCT PENETRATIONS FOR DAMPER COMPONENTS TO SEAL DUCT CONSISTENT WITH PRESSURE PART 1-GENERAL DRAWINGS. 6. SINGLE WALL ROUND DUCTWORK:JOINT TO INCORPORATE BEADED SLIP COLLAR WITH MINIMUM#8 SHEET METAL CLASS. 2. ELECTRICALLY COMMUTATED MOTOR(ECM)WHERE INDICATED ON FAN SCHEDULE ON DRAWINGS. SCREWS 8-INCHES ON CENTER.SEAL DUCTWORK AS SPECIFIED IN THIS SECTION. 1.01 SUMMARY 7. SEAL JOINTS AND SEAMS.APPLY SEALANT TO MAKE END CONNECTORS BEFORE INSERTION,AND AFTERWARD TO 1. PRESSURE CLASSES OF 3-INCH WG(750 PA)OR HIGHER:END BEARINGS OR OTHER SEALS FOR DUCTS WITH AXLES A. WORK INCLUDED: I. ACCESSORIES: FULL LENGTH OF DAMPER BLADES AND BEARINGS AT BOTH ENDS OF OPERATING SHAFT. COVER ENTIRE JOINT AND SHEET METAL SCREWS. 1. INLET/OUTLET SCREENS:GALVANIZED STEEL WELDED GRID,REMOVABLE. C. RECTANGULAR VOLUME DAMPERS: MULTIPLE-OR SINGLE-BLADE, PARALLEL-OR OPPOSED-BLADE DESIGN WITH LINKAGE 1. CENTRIFUGAL FANS 8. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS.FOR LINED DUCTS,MAINTAIN SIZES INSIDE LINING. 2. BACKDRAFT DAMPER:PARALLEL BLADE HEAVY DUTY STEEL OR ALUMINUM,WHERE SCHEDULED,DAMPER ASSEMBLY 9. PROVIDE OPENINGS IN DUCTWORK WHERE REQUIRED TO ACCOMMODATE THERMOMETERS AND CONTROL DEVICES. CONCEALED IN FRAME AND SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS. 2. ROOF EXHAUST FANS 1. STEEL FRAMES:HAT-SHAPED,GALVANIZED SHEET STEEL CHANNELS, MINIMUM 16 GAUGE THICK,WITH MITERED AND 1.02RELATED SECTIONS BALLLBLADESRCONSTRUCTED,WIBADE LINKED TWO OUT OF AIR STREAMATO SINGLE AND WELDED L SHAFT,CHANNEL WHERE SEALED PROVIDE PITOT TUBE OPENINGS WHERE REQUIRED FOR TESTING OF SYSTEMS,COMPLETE WITH METAL CAN WITH BEARINGS,WITH BLADES OUT OF AIR TO CONTROL LEVER.MOTORIZED WHERE SPRING DEVICE OR SCREW TO ENSURE AGAINST AIR LEAKAGE.WHERE OPENINGS ARE PROVIDED IN INSULATED WELDED CORNERS;FRAMES WITH FLANGES WHERE INDICATED FOR ATTACHING TO WALLS AND FLANGELESS FRAMES A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. INDICATED AND GRAVITY ACTUATED WITH COUNTERWEIGHT,WHERE MOTORIZED IS NOT INDICATED. DUCTWORK,INSTALL INSULATION MATERIAL INSIDE A METAL RING. WHERE INDICATED FOR INSTALLING IN DUCTS. 1.03REFERENCES AND STANDARDS 3. DISCONNECT SWITCH:WHERE NOT SHOWN ON DIVISION 26,ELECTRICAL DRAWINGS,PROVIDE NONFUSIBLE TYPE, 10. LOCATE DUCTS WITH SUFFICIENT SPACE AROUND EQUIPMENT TO ALLOW NORMAL OPERATING AND MAINTENANCE a. ROLL-FORMED STEEL BLADES:16 GAUGE THICK,GALVANIZED SHEET STEEL. WITH THERMAL-OVERLOAD PROTECTION MOUNTED INSIDE FAN HOUSING FACTORY WIRED THROUGH AN INTERNAL ACTIVITIES AS WELL AS CODE REQUIRED CLEARANCES. b. ALUMINUM FRAMES:HAT-SHAPED,10 GAUGE THICK,ALUMINUM SHEET CHANNELS;FRAMES WITH FLANGES WHERE A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, ALUMINUM CONDUIT. INDICATED FOR ATTACHING TO WALLS;AND FLANGELESS FRAMES WHERE INDICATED FOR INSTALLING IN DUCTS. GENERAL REQUIREMENTS. END OF SECTION 1.04SUBMITTALS PART 3 EXECUTION c. ROLL-FORMED ALUMINUM BLADES: 10 GAUGE THICK ALUMINUM SHEET. 3.01 GENERAL INSTALLATION REQUIREMENTS SECTION 23 33 00-AIR DUCT ACCESSORIES A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL PART 1 -GENERAL d. EXTRUDED-ALUMINUM BLADES: 16 GAUGE THICK EXTRUDED ALUMINUM. REQUIREMENTS. A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. e. BLADE AXLES:MINIMUM 1/2-INCH DIAMETER,PLATED STEEL, HEX SHAPED, MECHANICALLY ATTACHED TO BLADE. 1.01 SUMMARY B. IN ADDITION, PROVIDE: B. INSTALL UNITS WITH CLEARANCES FOR SERVICE AND MAINTENANCE. f. BEARINGS:MOLDED SYNTHETIC SLEEVE,TURNING IN EXTRUDED HOLE IN FRAME. A. WORK INCLUDED: 1. CERTIFIED FAN PERFORMANCE CURVES WITH SYSTEM OPERATING CONDITIONS INDICATED. C. PROVIDE FIXED SHEAVES REQUIRED FOR FINAL AIR BALANCE. g. TIE BARS AND BRACKETS:GALVANIZED STEEL. 2. CERTIFIED FAN SOUND-POWER RATINGS. D. PROVIDE SAFETY SCREEN WHERE INLET OR OUTLET IS EXPOSED. 1. SHEET METAL MATERIALS h. MILL GALVANIZED. 2. BACKDRAFT DAMPERS 3. MOTOR RATINGS AND ELECTRICAL CHARACTERISTICS,PLUS MOTOR AND ELECTRICAL ACCESSORIES. E. PROVIDE BACKDRAFT DAMPERS ON DISCHARGE OF EXHAUST FANS AND AS INDICATED ON DRAWINGS. i. CAPACITY: 3. DAMPERS 4. MATERIAL GAUGES AND FINISHES,INCLUDING COLOR CHARTS. F. DUCT INSTALLATION AND CONNECTION REQUIREMENTS ARE SPECIFIED IN OTHER DIVISION 23,HVAC SECTIONS. 4. ACCESS DOORS 1) CLOSED POSITION:MAXIMUM PRESSURE OF 3-INCHES WG. 5. DAMPERS,INCLUDING HOUSINGS,LINKAGES,AND OPERATORS. DRAWINGS INDICATE GENERAL ARRANGEMENT OF DUCTS AND DUCT ACCESSORIES.MAKE FINAL DUCT CONNECTIONS 5. DUCT TEST HOLES 2) OPEN POSITION:MAXIMUM AIR VELOCITY OF 1,500-FEET PER MINUTE ACROSS 24-INCH BY 24-INCH DAMPER. WITH FLEXIBLE CONNECTORS PER SECTION 23 33 00,AIR DUCT ACCESSORIES. 1.05QUALITY ASSURANCE • D. ROUND VOLUME DAMPERS:SINGLE-BLADE SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL G. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED 6. FLEXIBLE CONNECTORS 1. STEEL FRAMES:GALVANIZED, ROLL FORMED,MINIMUM OF 20 GAUGE THICK WITH BEADS AT EACH END. TORQUE-TIGHTENING VALUES.IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED,USE THOSE SPECIFIED IN UL 1.02RELATED SECTIONS REQUIREMENTS. 486A AND UL 486B. 2. BLADES:MINIMUM 20 GAUGE THICK,GALVANIZED SHEET STEEL,ROUND,SINGLE-PIECE. B. IN ADDITION, MEET THE FOLLOWING: H. EQUIPMENT STARTUP CHECKS: A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. 3. ALUMINUM FRAMES: MINIMUM 10 GAUGE THICK ALUMINUM SHEET. 1.03REFERENCES AND STANDARDS 1. MOTORS: PREMIUM EFFICIENCY PER SECTION 23 05 13,COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT. 1. VERIFY THAT SHIPPING,BLOCKING,AND BRACING ARE REMOVED. 4. ALUMINUM BLADES:MINIMUM 10 GAUGE THICK ALUMINUM SHEET. • ELECTRICALLY COMMUTATED MOTORS(ECM)WHERE SCHEDULED ON DRAWINGS. 2. VERIFY THAT UNIT IS SECURE ON MOUNTINGS AND SUPPORTING DEVICES AND THAT CONNECTIONS TO DUCTS AND A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, 5. EXTRUDED-ALUMINUM BLADES:MINIMUM 16 GAUGE THICK EXTRUDED ALUMINUM. 2. SOUND POWER LEVELS AS SCHEDULED ON DRAWINGS.IF NOT SCHEDULED,WITHIN 5 PERCENT OF BASIS OF DESIGN ELECTRICAL COMPONENTS ARE COMPLETE.VERIFY THAT PROPER THERMAL-OVERLOAD PROTECTION IS INSTALLED IN SPECIFICATIONS GENERAL REQUIREMENTS. AT DESIGN FLOW. - MECHANICAL 6. BLADE AXLES:MINIMUM 3/8-INCH SQUARE,PLATED STEEL,MECHANICALLY ATTACHED TO BLADE. MOTORS,STARTERS,AND DISCONNECT SWITCHES. 1.04SUBMITTALS 3. PROJECT ALTITUDE:BASE AIR RATINGS ON SEA-LEVEL CONDITIONS FOR PROJECT SITES BELOW 2,000 FEET IN 7. BEARINGS:MOLDED SYNTHETIC SLEEVE,TURNING IN HOLE IN FRAME. 3. VERIFY THAT CLEANING AND ADJUSTING ARE COMPLETE. A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL ELEVATION.BASE AIR RATINGS ON ACTUAL SITE ELEVATIONS FOR PROJECT SITES ABOVE 2,000 FEET IN ELEVATION. REQUIREMENTS. 8. FINISH:MILL GALVANIZED. 4. OPERATING LIMITS:CLASSIFY ACCORDING TO AMCA 99. 4. DISCONNECT FAN DRIVE FROM MOTOR,VERIFY PROPER MOTOR ROTATION DIRECTION,AND VERIFY FAN WHEEL FREE 9. CAPACITY: ROTATION AND SMOOTH BEARING OPERATION.RECONNECT FAN DRIVE SYSTEM,ALIGN AND ADJUST BELTS,AND B. IN ADDITION, PROVIDE: 5. ELECTRICAL COMPONENTS, DEVICES,AND ACCESSORIES:LISTED AND LABELED AS DEFINED IN NFPA 70,ARTICLE 100, INSTALL BELT GUARDS. 1. MANUFACTURER'S CATALOG DATA AND FABRICATION/INSTALLATION DRAWINGS FOR EACH FACTORY FABRICATED a. CLOSED POSITION: MAXIMUM PRESSURE OF 3-INCHES WG BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION,AND MARKED FOR INTENDED USE. 5. VERIFY LUBRICATION FROM BEARINGS AND OTHER MOVING PARTS. DUCT ACCESSORY.INCLUDE LEAKAGE, PRESSURE DROP AND MAXIMUM BACK PRESSURE DATA. b. OPEN POSITION: MAXIMUM AIR VELOCITY OF 1,500-FEET PER MINUTE. 6. AICA COMPLIANCE:PRODUCTS ARE TO COMPLY WITH PERFORMANCE REQUIREMENTS AND ARE TO BE LICENSED TO 6. VERIFY THAT MANUAL AND AUTOMATIC VOLUME CONTROL AND FIRE AND SMOKE DAMPERS IN CONNECTED 2. SHOP DRAWINGS:INDICATE AIR DUCT ACCESSORIES. 10. LEAKAGE: MAXIMUM 40 CFM AT 1-INCH WG FOR 20-INCHES DIAMETER DAMPER. USE THE AMCA-CERTIFIED RATINGS SEAL. DUCTWORK SYSTEMS ARE IN FULLY OPEN POSITION. 3. MANUFACTURER'S INSTALLATION INSTRUCTIONS: PROVIDE INSTRUCTIONS FOR EACH FACTORY FABRICATED DUCT 11. PRESSURE DROP: MAXIMUM 0.02-INCH WG AT 1,500-FEET PER MINUTE THROUGH 20-INCH DIAMETER DAMPERS. 7. NEMA COMPLIANCE:MOTORS AND ELECTRICAL ACCESSORIES ARE TO COMPLY WITH NEMA STANDARDS. 7. DISABLE AUTOMATIC TEMPERATURE-CONTROL OPERATORS. / ACCESSORY. 2.05 ACCESS DOORS 8. UL STANDARD:HVAC FANS ARE TO COMPLY WITH UL 705. 4. MAINTENANCE MATERIALS:FURNISH THE FOLLOWING FOR OWNER'S USE IN MAINTENANCE OF PROJECT. A. DUCT PRESSURE CLASS 2-INCH WC AND GREATER:SANDWICH-TYPE DESIGN WITH THREADED LOCKING BOLT ASSEMBLY. 1.06WARRANTY a. SEE DIVISION 01,GENERAL REQUIREMENTS,PRODUCT REQUIREMENTS FOR ADDITIONAL PROVISIONS. CLOSED CELL NEOPRENE GASKET PERMANENTLY BONDED TO INSIDE PANEL.ZINC-COATED STEEL WING NUTS OR A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND 0 INTERA C E b. EXTRA FUSIBLE LINKS:ONE OF EACH TYPE AND SIZE. POLYPROPYLENE MOLDED KNOBS WITH THREADED METAL INSERTS-ZINC COATED BOLTS SEALED TO INNER PANEL. DIVISION 01,GENERAL REQUIREMENTS. E N G I N E E E R I N G 1.05QUALITY ASSURANCE B. DUCT PRESSURE CLASS 1-1/2-INCH WC AND LESS:GALVANIZED STEEL ASSEMBLY INCORPORATING FRAME,DOOR, 1.07DELIVERY,STORAGE,AND HANDLING PROJECT 2019-0641 M HINGES,AND LATCH(ES).FRAME TABBED FOR ATTACHMENT TO DUCT PANEL. DOUBLE WALL DOOR PANEL WITH 1-INCH - A.A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL L. DOUBLE WALL DOOR PANEL WITH 1-INCH INSULATION.OPEN CELL NEOPRENE GASKET ATTACHED TO FRAME.CAM LATCHES FOR TIGHT CLOSURE. A. DELIVER FANS AS FACTORY-ASSEMBLED UNIT,TO THE EXTENT ALLOWABLE BY SHIPPING LIMITATIONS,WITH PROTECTIVE CCN-ACT TAYLOR EDWARDS 0 • 6 REQUIREMENTS. CRATING AND COVERING. 100 SW Main Street,Suite 1600 C. PLENUM DOORS: EXTRUDED ALUMINUM FRAMES WITH EXTRUDED SANTOPRENE SEALS.DOUBLE-WALL 20 GAUGE Portland,OR 97204 B. IN ADDITION, MEET THE FOLLOWING: GALVANIZED STEEL DOOR PANEL WITH FIBERGLASS INSULATION. B. DISASSEMBLE AND REASSEMBLE UNITS,AS REQUIRED FOR MOVING TO FINAL LOCATION,ACCORDING TO TEL 503.382.2266 www.interfaceengineering.com \\pdx- roj3\pdx roiects\2019\2019-0641\cad\mechanical 0641m0.2-m0.8. w 111/7/2019 12:48:23 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641MO.2 - M0.8.DWG - MO.6 I EDIT: 11/11/2019 4:23 PM BY TAYLORE I PLOT: 11/11/2019 4:26 PM BY TAYLOR EDWARDS Oa P R 0 pr. 619 I. STARTING PROCEDURES: GENERAL REQUIREMENTS. AIR-CONDITIONING AND HEAT PUMP EQUIPMENT. 15. SMOKE ALARM VVITH SMOKE DETECTOR INSTALLED IN RETURN AIR. GI N b 1. ENERGIZE MOTOR AND ADJUST FAN TO INDICATED RPM. 1.04S UBMI TTALS 10. SOUND POWER LEVEL RATINGS:COMPLY WITH AHRI 270,SOUND PERFORMANCE RATING OF OUTDOOR UNITARY 16. LOW-REFRIGERANT PRESSURE CONTROL. 44., 4, 1:t 84929 2. MEASURE AND RECORD VOLTAGE AND AMPERAGE. A. SUBMITTALS AS REQUIRED BY SECTION 23 0000,FIVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL EQUIPMENT(WITH ADDENDUM 1). 17.DIGITAL DISPLAY OF OUTSIDE TEMPERATURE,SUPPLY-AIR TEMPERATURE,RETURN-AIR TEMPERATURE,ECONOMIZER ik 4.17 0 M4_1 J. OPERATIONAL TEST:AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED,START UNITS TO CONFIRM PROPER MOTOR REQUIREMENTS. 1.06WARRANTY . . DAMPER POSITION, INDOOR-AIR QUALITY,AND CONTROL PARAMETERS. ROTATION AND UNIT OPERATION.REMOVE MALFUNCTIONING UNITS,REPLACE WITH NEW UNITS,AND RETEST. ' .. OREGON iz) B. IN ADDITION,PROVIDE: A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND Q. THERMOSTAT:PROGRAMMABLE,ELECTRONIC;WITH HEATING SETBACK AND COOLING SETUP WITH SEVEN-DAY "9 NN 'NE 5 '2- K. TEST AND ADJUST CONTROLS AND SAFETIES.REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. DIVISION 01,GENERAL REQUIREMENTS. . PROGRAMMING;AND THE FOLLOWING: V , 1. DATA SHEET:FOR EACH TYPE OF AIR OUTLET AND INLET,AND ACCESSORY FURNISHED;INDICATE CONSTRUCTION, C<‘,.s, ' L. SHUT UNIT DOWN AND RECONNECT AUTOMATIC TEMPERATURE-CONTROL OPERATORS. FINISH,AND MOUNTING DETAILS. B. IN ADDITION,PROVIDE: 1. TOUCH SENSITIVE KEYBOARD. M. REPLACE FAN AND MOTOR PULLEYS AS REQUIRED TO ACHIEVE DESIGN AIRFLOW. 44. TVICC\-°' 2. PERFORMANCE DATA: INCLUDE THROWAND DROP,STATIC-PRESSURE DROP,AND NOISE RATINGS FOR EACH TYPE OF 1. PROVIDE TOTAL 5 YEARS MANUFACTURER'S WARRANTY FOR COMPRESSOR(S), INCLUDING PARTS AND LABOR. 2. AUTOMATIC SWITCHING. N. PROVIDE TOTALLY ENCLOSED FAN COOLED MOTORS WHEN MOTOR IS LOCATED OUTDOORS,WHETHER UNDER A COVER AIR OUTLET AND INLET. 2. PROVIDE 5 YEAR MANUFACTURER WARRANTY ON HEAT EXCHANGER. 3. DEGREE F READOUT, I EXPIRES: 12/31/20 I OR NOT,OR EXPOSED TO MOISTURE.PROVIDE PROTECTIVE COVERING FOR ELECTRONICALLY COMMUTATED MOTORS 3. SCHEDULE OF DIFFUSERS,REGISTERS,AND GRILLES INDICATING DRAWING DESIGNATION,ROOM LOCATION, LOCATED IN OUTDOOR OR WET/WASH-DOWN LOCATIONS. 1.07EXTRA MATERIALS 4. LED INDICATORS. QUANTITY,MODEL NUMBER,SIZE AND ACCESSORIES FURNISHED. 0. REPAIR OR REPLACE MALFUNCTIONING UNITS. RETEST AS SPECIFIED ABOVE AFTER REPAIRS OR REPLACEMENTS ARE A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH 5. HOUR/DAY PROGRAMMING. (!) MADE. 1.05QUALITY ASSURANCE PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. 6. MANUAL OVERRIDE CAPABILITY. P. ADJUST DAMPER LINKAGES FOR PROPER DAMPER OPERATION. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL 1. FAN BELTS:ONE SET FOR EACH BELT-DRIVE FAN. • 7. TIME AND OPERATIONAL MODE READOUT. 0 Q. ADJUST BELT TENSION. REQUIREMENTS. . 2. FILTERS:ONE SET OF FILTERS FOR EACH UNIT. 8. STATUS INDICATOR. > •-.... R. LUBRICATE BEARINGS. B. IN ADDITION,MEET THE FOLLOWING: PART 2-PRODUCTS 9. BATTERY BACKUP. -4-- S. ON COMPLETION OF INSTALLATION,INTERNALLY CLEAN FANS ACCORDING TO MANUFACTURER'S WRITTEN 1. AIR DISTRIBUTION DIFFUSER,REGISTER,AND GRILLE SCHEDULE LISTS BASIS OF DESIGN,WITH ANY SPECIALTY INSTRUCTIONS. REMOVE FOREIGN MATERIAL AND CONSTRUCTION DEBRIS.VACUUM FAN WHEEL AND CABINET. ACCESSORIES,CONSTRUCTION,FINISH OR OTHER CRITERIA NOTED ON SCHEDULE.SUBMITTED AIR DISTRIBUTION 2.01 MANUFACTURERS 10. SUBBASE WITH MANUAL SYSTEM SWITCH(ON-HEAT-AUTO-COOL)AND FAN SWITCH(AUTO-ON). 0 1.-- T. AFTER COMPLETING SYSTEM INSTALLATION,INCLUDING OUTLET FITTING AND DEVICES,INSPECT EXPOSED FINISH. MUST MATCH CRITERIA OF BASIS OF DESIGN: A. ROOFTOP PACKAGED AIR CONDITIONING UNITS,CONSTANT VOLUME(UP TO 20 TONS): 11.FAN-PROVING SWITCH TO LOCK OUT UNIT IF FAN FAILS. Siam REMOVE BURRS,DIRT,AND CONSTRUCTION DEBRIS AND REPAIR DAMAGED FINISHES. a. CONSTRUCTION MATERIALS AND APPEARANCE. 1. TRANE COMPANY 12.DIRTY-FILTER SWITCH. a i.) U. ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO b. FRAME/INSTALLATION METHOD. 2. YORK/JCI R. ACCESSORIES: 0 ADJUST,OPERATE,AND MAINTAIN HVAC FANS.TRAIN OWNER'S MAINTENANCE PERSONNEL ON PROCEDURES AND c. ISOTHERMAL THROW PLUS OR MINUS 5 PERCENT AT DESIGN FLOWS SHOWN ON DRAWINGS. 3. DAIKIN APPLIED 1. CONDENSATE DRAIN TRAP. CD SCHEDULES FOR STARTING AND STOPPING,TROUBLESHOOTING,SERVICING,AND MAINTAINING EQUIPMENT AND SCHEDULES. d. NOISE CRITERIA:NC VALUE PLUS OR MINUS 1 AT DESIGN FLOWS SHOWN ON DRAWINGS. 4. AAON 2. DIRTY-FILTER SWITCH. E o 3.02 ROOF EXHAUST FANS , e. ACCESSORIES:EQUAL TO BASIS OF DESIGN. 5. VALENT 3. HAIL GUARDS OF STEEL, PAINTED TO MATCH CASING WITH MATCHING CORROSION PROTECTION. A. SECURE ROOF EXHAUST FANS TO ROOF CURBS WITH CADMIUM-PLATED HARDWARE. 1.06WARRANTY 6. LENNOX INTERNATIONAL 4. STEP-DOWN OR FLUSH DIFFUSER WITH ALUMINUM GRILLES,INSULATED DIFFUSER BOX WITH FLANGES,AND INTERIOR rem= (01) END OF OF SECTION A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND 7. OR APPROVED EQUIVALENT. TRANSITION. IIIIIIIIIIIIIMI so. -.0 Q_ DIVISION 01,GENERAL REQUIREMENTS. 2.02 ROOFTOP PACKAGE AIR CONDITIONING UNITS,CONSTANT VOLUME(UP TO 20 TONS) 5. POWER EXHAUST FAN:CENTRIFUGAL TYPE. DIRECT DRIVE. i.- SECTION 23 34 33-AIR CURTAINS PART 2-PRODUCTS A. DESCRIPTION:FACTORY ASSEMBLED AND TESTED;DESIGNED FOR OUTDOOR INSTALLATION;CONSISTING OF S. ROOF CURB: 0 0 0 PART 1-GENERAL 2.01 MANUFACTURERS COMPRESSOR,INDOOR AND OUTSIDE REFRIGERANT COILS,INDOOR FAN AND OUTSIDE COIL FAN,REFRIGERATION AND 1. 14 GAUGE GALVANIZED STEEL WITH CORROSION-PROTECTION COATING,GASKETING,AND FACTORY-INSTALLED 0) -'- A. GENERAL:MANUFACTURER'S to SUMMARYTEMPERATURE CONTROLS,GAS FURNACE HEAT EXCHANGER,FILTERS, DAMPERS AND OTHER ACCESSORIES/DEVICES WOOD NAILER;COMPLYING WITH NRCA STANDARDS; MINIMUM HEIGHT OF 14-INCHES. ..0 J P---- c STANDARD PRODUCTS OF CATEGORIES AND TYPES REQUIRED FOR EACH APPLICATION AS A. WORK INCLUDED: REFERENCED IN OTHER DIVISION 23,HVAC SECTIONS,WHERE MORE THAN A SINGLE TYPE IS SPECIFIED FOR THE LISTED IN THIS SPECIFICATION AND THE DRAWINGS. 2. INSULATE INTERIOR OF THE CURB WITH 2-INCHES OF 1.5 POUND NEOPRENE COATED FIBERGLASS INSULATION. 1. AIR CURTAINS APPLICATION,PROVIDE SINGLE SELECTION FOR EACH PRODUCT CATEGORY. B. CASING:GALVANIZED STEEL CONSTRUCTION WITH ENAMEL PAINT FINISH,REMOVABLE PANELS OR ACCESS DOORS WITH 3. PROVIDE SEISMIC RESTRAINTS TO SECURE THE UNIT TO THE CURB IN ACCORDANCE WITH CODE. 1.02RELATED SECTIONS B. GRILLES, REGISTERS,DIFFUSERS: NEOPRENE GASKETS FOR INSPECTION AND ACCESS TO INTERNAL PARTS,MINIMUM 3/4-INCH THICK THERMAL INSULATION, 0 KNOCKOUTS FOR ELECTRICAL AND PIPING CONNECTIONS,EXTERIOR CONDENSATE DRAIN CONNECTION,AND LIFTING PART 3-EXECUTION A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. 1. ANEMOSTAT LUGS.SINGLE WALL CONSTRUCTION.FINISHED PANEL SURFACES TO WITHSTAND A MINIMUM 1000-HOUR SALT SPRAY 3.01 GENERAL INSTALLATION REQUIREMENTS (1/) -4-- .-- B. IN ADDITION,REFERENCE THE FOLLOWING: WITH 2. CARNES TEST IN ACCORDANCE ASTMB117 STANDARD FOR SALT SPRAY RESISTANCE.UNIT BASE TO OVERHANG THE ROOF D E 1. SECTION 23 11 23,FACILITY FUEL-NATURAL GAS PIPING AND SYSTEMS CURB FOR POSITIVE WATER RUNOFF AND TO SEAT ON THE ROOF CURB GASKET TO PROVIDE A POSITIVE WEATHER TIGHT A. EXAMINE AREAS AND CONDITIONS UNDER WHICH UNITS ARE TO BE INSTALLED.DO NOT PROCEED WITH WORK UNTIL L.. (r) 3. ENVIRONMENTAL AIR PRODUCTS UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. SECTION 26 05 09, EQUIPMENT WIRING SEAL. 0 5.... +- 4. KRUEGER B. ROOF CURB TO BE MOUNTED LEVEL ON ROOF IN ACCORDANCE TO NRCA MANUALS AND DETAILS.SECURE TO 1.03REFERENCE5 AND STANDARDS C. INDOOR FAN: Cr) 5. METALAIRE STRUCTURE PER ENGINEERED/SEALED SEISMIC INSTALLATION DETAILS. 0 A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, 1. DOUBLE WIDTH,DOUBLE INLET(DWDI)FORWARD CURVED,CENTRIFUGAL,DIRECTLY DRIVEN BY MULTISPEED MOTOR. C GENERAL REQUIREMENTS. 6. NAILOR C. UNIT TO BE SECURED TO CURB PER SEISMIC INSTALLATION DETAILS. 2. FAN ASSEMBLY TO HAVE ADJUSTABLE PITCHED SHEAVES ON THE MOTOR. BUSHINGS TO BE USED ON SHEAVES TO 0 B. IN ADDITION, MEET THE FOLLOWING: 7. PRICE CO. ALLOW FOR EASY REMOVAL OF THE PULLEYS FROM THE FAN AND MOTOR SHAFT.FIXED BORE PULLEYS FASTENED TO D. SEAL OPENINGS BETWEEN CURB, ROOF OPENING,DUCTS,ELECTRICAL CONDUITS,PIPING,AND BUILDING INTERIOR. 3: ]i); r 1. AMCA 220-LABORATORY METHODS OF TESTING AIR CURTAINS FOR AERODYNAMIC PERFORMANCE RATINGS, 8. SHOEMAKER THE SHAFT BY SETSCREWS WILL NOT BE ALLOWED.DRIVES SELECTED WITH A 1.2 SERVICE FACTOR. E. PROTECT THE ROOF FROM DAMAGE DURING INSTALLATION.SECURE FACTORY TOUCH-UP PAINT TO REPAIR SCRATCHES 0) > CURRENT EDITION. .110 9. TITUS 3. FAN ASSEMBLIES STATICALLY AND DYNAMICALLY BALANCED AT THE FACTORY,INCLUDING A FINAL TRIM BALANCE, AND MINOR DAMAGE TO EQUIPMENT PRIOR TO START-UP.COMB EVAPORATOR AND CONDENSER COILS TO REPAIR ANY 1.04SUBMITTALS MINOR FIN DAMAGE C 10. TUTTLE&BAILEY PRIOR TO SHIPMENT.FAN ASSEMBLIES TO EMPLOY SOLID STEEL FAN SHAFTS.BEARINGS SIZED TO PROVIDE A L-50 . A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL LIFE OF 250,000 HOURS. F. CONTROL WIRING FROM ROOF-MOUNTED EQUIPMENT MUST BE ROUTED IN CONDUIT FROM ABOVE ROOF TO INSIDE L... 0 0 ___ REQUIREMENTS. 11.SEIHO 4. PROVIDE FAN MOTORS HEAVY-DUTY, 1800 RPM,OPEN DRIP-PROOF(ODP). MOTORS EFFICIENCIES TO MEET EPACT BUILDING OR MUST BE ROUTED THROUGH ROOF CURB INSIDE UNIT.CONTROL WIRING MUST NOT BE EXPOSED TO 0 Flew. 44- ••- i,-z B. IN ADDITION, PROVIDE: 12.OR APPROVED EQUIVALENT. PREMIUM EFFICIENCIES.MOTORS MOUNTED ON AN ADJUSTABLE BASE THAT PROVIDES FOR PROPER ALIGNMENT AND WEATHER. LI 1. SUBMIT UNDER PROVISIONS OF SECTION 23 00 00,HVAC BASIC REQUIREMENTS,DIVISION 00,PROCUREMENT AND 2.02 GRILLES,REGISTERS,DIFFUSERS BELT TENSION ADJUSTMENT. G. MANUFACTURER'S FIELD SERVICE:ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT,TEST AND -C CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS. A. DIFFUSER,REGISTER AND GRILLE SCHEDULE LISTS BASIS OF DESIGN,WITH SPECIALTY ACCESSORIES,CONSTRUCTION, 5. FAN DESIGN TO ALLOW FOR THE FAN AND MOTOR ASSEMBLY TO SLIDE OUT OF THE ROOFTOP UNIT FOR EASE OF ADJUST FIELD-ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, INCLUDING CONNECTIONS,AND TO ASSIST IN --05 2 2. PRODUCT DATA: MANUFACTURER'S DESCRIPTIVE LITERATURE FOR PRODUCTS SPECIFIED IN THIS SECTION; INDICATE FINISH OR OTHER CRITERIA NOTED ON SCHEDULE.SUBMITTED AIR DISTRIBUTION MUST MATCH CRITERIA OF BASIS OF SERVICING THE EQUIPMENT. FIELD TESTING. REPORT RESULTS IN WRITING. OPTIONS SPECIFIED. (..) DESIGN,INCLUDING ACCESSORIES AND FINISH: D. OUTSIDE COIL FAN:CONDENSER FANS TO BE DIRECT DRIVE,AXIAL TYPE DESIGNED FOR LOW TIP SPEED AND VERTICAL H. PERFORM THE FOLLOWING FIELD QUALITY-CONTROL TESTS AND INSPECTIONS AND PREPARE TEST REPORTS: S. a. MANUFACTURER'S INSTRUCTIONS:PRINTED INSTALLATION INSTRUCTIONS FOR EACH PRODUCT SPECIFIED. 1. MATCHING CONSTRUCTION MATERIALS AND APPEARANCE.EQUAL INSTALLATION METHOD/FRAME. AIR DISCHARGE.CONDENSER FAN RPM TO BE 1140 RPM MAXIMUM. FAN BLADES CONSTRUCTED OF STEEL AND RIVETED 1. AFTER INSTALLING ROOFTOP AIR CONDITIONERS AND AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED,TEST V) 0 3. SHOP DRAWINGS:INDICATE INSTALLATION AND CONNECTION DETAILS FOR AIR CURTAINS. TO A STEEL CENTER HUB.CONDENSER FAN MOTORS TO BE HEAVY-DUTY,NON REVERSING TYPE WITH PERMANENTLY 0 Cf) 2. PRESSURE DROP EQUAL TO OR LESS THAN BASIS OF DESIGN AT CFM ON DRAWINGS. UNITS FOR COMPLIANCE WITH REQUIREMENTS. L.- 4. OPERATION AND MAINTENANCE DATA: MANUFACTURER'S PRINTED INSTRUCTIONS FOR OPERATING AND MAINTAINING LUBRICATED BALL BEARING AND THERMAL PROTECTION.MOTOR DESIGN TO BE TOTALLY ENCLOSED AIR OVER(TEAO). C) AIR CURTAIN COMPONENTS. 3. THROW:ISOTHERMAL JET THROW PLUS OR MINUS 5 PERCENT OF BASIS OF DESIGN AT CFM LISTED ON DRAWINGS. 2. INSPECT FOR AND REMOVE SHIPPING BOLTS,BLOCKS,AND TIE-DOWN STRAPS. 0 CD E. REFRIGERANT COILS:COPPER FIN AND SEAMLESS COPPER TUBE IN STEEL CASING WITH EQUALIZING-TYPE VERTICAL 0 5. WARRANTY DOCUMENTS:ISSUED AND EXECUTED BY MANUFACTURER. 4. NOISE CRITERIA:PLUS OR MINUS 1 NC OF BASIS OF DESIGN AT CFM LISTED ON DRAWINGS.IF BASIS OF DESIGN NC IS DISTRIBUTOR.COILS FACTORY LEAK TESTED WITH HIGH PRESSURE AIR UNDER WATER.PROVIDE CONDENSER COILS 3. OPERATIONAL TEST:AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED,START UNITS TO CONFIRM PROPER N 1.05QUALITY ASSURANCE BELOW REGISTERED LEVEL,SUBMITTED MUST MATCH.NC RATING WITH 10 DB ROOM FACTOR OR LESS. PROTECTED FROM INCIDENTAL CONTACT TO COIL FINS BY A COIL GUARD. MOTOR ROTATION AND UNIT OPERATION. < 0 111•11•1 No A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL B. PROVIDE 1-,2-,3-,OR 4-WAY DEFLECTION AS INDICATED ON DRAWINGS. F. COMPRESSOR:NUMBER AS SCHEDULED.HERMETIC SCROLL COMPRESSOR VVITH INTEGRAL VIBRATION ISOLATORS, 4. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. Flew' .--- 1 REQUIREMENTS. C. PROVIDE PATTERN CONTROLLERS FOR LINEAR SUPPLY AIR DIFFUSERS. INTERNAL OVERCURRENT AND OVERTEMPERATURE PROTECTION,INTERNAL PRESSURE RELIEF. I. REMOVE MALFUNCTIONING UNITS,REPLACE WITH NEW UNITS,AND RETEST AS SPECIFIED ABOVE. 1.06WARRANTY D. REGISTER DAMPERS: DAMPERS UTILIZED WITH GRILLES.OPPOSED BLADE DAMPERS UTILIZING A SIDE OPERATED WORM G. REFRIGERATION SYSTEM: J. ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM STARTUP SERVICE. PROJECT NO. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DRIVE WHICH PROVIDES EXTERNAL DUCT OPERATION.SLOT THE END OF THE SHAFT TO RECEIVE A SCREWDRIVER. 1. COMPRESSOR VVITH AN AUTOMATIC-RESET CONTROL THAT SHUTS COMPRESSOR OFF AFTER FIVE MINUTES. K. COMPLETE INSTALLATION AND STARTUP CHECKS ACCORDING TO MANUFACTURER'S VVRITTEN INSTRUCTIONS AND DO DIVISION 01,GENERAL REQUIREMENTS. 19-123.1 FACTORY ASSEMBLED SIDE OPERATOR.CONSTRUCT OF THE SAME MATERIAL AS THE GRILLE.MANUFACTURER SAME AS THE FOLLOWING: B. IN ADDITION,PROVIDE: GRILLES/DIFFUSER. 2. OUTSIDE COIL AND FAN. 1. INSPECT FOR VISIBLE DAMAGE TO UNIT CASING. DRAWN BY INDOOR COIL AND FAN. 1. SUPPLY MANUFACTURER'S STANDARD WARRANTY AGAINST DEFECTS IN PRODUCT WORKMANSHIP AND MATERIALS. E. COORDINATE MOUNTING FRAMES WITH CEILING CONSTRUCTION TYPE.VERIFY PER REFLECTED CEILING PLANS. 3. 2. INSPECT FOR VISIBLE DAMAGE TO FURNACE COMBUSTION CHAMBER. 1.07DELIVERY,STORAGE,AND HANDLING 4. FOUR-WAY REVERSING VALVE AND SUCTION LINE ACCUMULATOR. PART 3-EXECUTION TE 3. INSPECT FOR VISIBLE DAMAGE TO COMPRESSOR,AIR-COOLED OUTSIDE COIL,ENERGY RECOVERY DEVICES, - A. STORE PRODUCTS OF THIS SECTION IN MANUFACTURER'S UNOPENED PACKAGING UNTIL INSTALLATION. 5. THERMAL EXPANSION VALVE WITH REPLACEABLE THERMOSTATIC ELEMENT AND LIQUID LINE FILTER DRIER. 3.01 GENERAL INSTALLATION INTERNAL COILS,AND FANS. CHECKED BY B. MAINTAIN DRY,HEATED STORAGE AREA FOR PRODUCTS OF THIS SECTION UNTIL INSTALLATION OF PRODUCTS. 6. REFRIGERANT DRYER. PART 2-PRODUCTS A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.PROVIDE SEISMIC SUPPORTS,CLIPS,AND BRACING 4. INSPECT INTERNAL INSULATION. 7. HIGH-PRESSURE SWITCH. JM , PER LOCAL CODE.COORDINATE INSTALLATION OF FRAMING.PROVIDE COMPLETE COVERAGE OF ROUGH OPENINGS BY 5. VERIFY THAT LABELS ARE CLEARLY VISIBLE. 2.01 MANUFACTURERS INTEGRAL DEVICE FLANGES OR AUXILIARY FRAMES.WHERE ABOVE CEILING LOCATION IS UNCONDITIONED SPACE,CAULK 8. LOW-PRESSURE SWITCH. A. MARS AIR PRODUCTS ROUGH OPENINGS; REPAIR AND RE-PAINT LOCATIONS VVHERE DUST ENTRAINMENT STREAKS DEVELOP DUE TO 9. THERMOSTAT FOR COIL FREEZE-UP PROTECTION DURING LOW-AMBIENT TEMPERATURE OPERATION OR LOSS OF AIR. 6. VERIFY THAT CLEARANCES HAVE BEEN PROVIDED FOR SERVICING. DATE B. OR APPROVED EQUIVALENT. UNSEALED OPENINGS. 7. VERIFY THAT CONTROLS ARE CONNECTED AND OPERABLE. 11.11.2019 io. LOW-AMBIENT SVVITCH. 2.02 AIR CURTAINS B. DAMP LOCATIONS,SUCH AS LOCKERS,RESTROOMS,SHOWERS,NATATORIUMS,WHIRLPOOL/SPAS,TO HAVE ALUMINUM 8. VERIFY THAT FILTERS ARE INSTALLED. 11. BRASS SERVICE VALVES INSTALLED IN DISCHARGE AND LIQUID LINES. REVISION A. PRODUCT DESCRIPTION:SELF-CONTAINED ELECTRICALLY-OPERATED AIR CURTAIN FOR MOUNTING AT HEAD OF DOOR CONSTRUCTION EVEN IF SCHEDULED OTHERVVISE;MOUNTING HARDWARE TO BE STAINLESS STEEL. 9. CLEAN OUTSIDE COIL AND INSPECT FOR CONSTRUCTION DEBRIS. OPENINGS,COMPLETE WITH NO HEAT HOUSING, FANS, MOTORS AND AIR FILTERS.UL LISTED. C. CHECK LOCATION OF OUTLETS AND INLETS AND MAKE NECESSARY ADJUSTMENTS IN POSITION TO CONFORM WITH 12. REFRIGERANT GAUGE PARTS. 10.CLEAN FURNACE FLUE AND INSPECT FOR CONSTRUCTION DEBRIS. B. HOUSING: ARCHITECTURAL FEATURES,SYMMETRY,AND LIGHTING ARRANGEMENT. 13.CHARGE OF REFRIGERANT(R-410A OR R-407C)AND OIL. 11.CONNECT AND PURGE GAS LINE. 1. MATERIAL:GALVANIZED STEEL OR POLYETHYLENE D. UNLESS OTHERWISE SHOWN ON DRAWINGS,FOR CEILING MOUNTED AIR OUTLETS WITH ADJUSTABLE AIRFLOW PATTERN 14.INDEPENDENT REFRIGERANT CIRCUITS WHERE UNIT HAS MULTIPLE COMPRESSORS. 12.ADJUST VIBRATION ISOLATORS. 2. FACTORY-PROVIDED BRACKETS CONTROLLERS MOUNTED AT A HEIGHT OF 12 FEET OR LESS,ADJUST THE AIR OUTLETS FOR HORIZONTAL AIR H. DRAIN PAN:STAINLESS STEEL, POSITIVELY SLOPED DRAIN PAN PROVIDED WITH THE COOLING COIL. DRAIN PAN TO 3. FINISH:PAINTED EPDXY DISTRIBUTION,AND ADJUST TO VERTICAL AIR DISTRIBUTION FOR CEILING HEIGHT ABOVE 12 FEET. EXTEND BEYOND THE LEAVING SIDE OF THE COIL AND UNDERNEATH THE COOLING COIL CONNECTIONS.DRAIN PAN TO 13.INSPECT OPERATION OF BAROMETRIC DAMPERS. 4. COLOR:WHITE E. EXTERIOR COLOR OF GRILLES PER ARCHITECT.WHITE FINISH IF NOT OTHERWISE SCHEDULED OR NOTED BY ARCHITECT. HAVE A MINIMUM SLOPE OF 1/8-INCH PER FOOT TO PROVIDE POSITIVE DRAINING.THE SLOPE OF THE DRAIN PAN TO BE IN 14. LUBRICATE BEARINGS ON FAN. 5. ADJUSTABLE INTAKE LOUVER PAINT DUCTWORK VISIBLE BEHIND AIR OUTLETS AND INLETS MATTE BLACK. TWO DIRECTIONS AND COMPLY WITH ASHRAE STANDARD 62.1.DRAIN PAN TO BE CONNECTED TO A THREADED DRAIN 15.INSPECT FAN-WHEEL ROTATION FOR MOVEMENT IN CORRECT DIRECTION WITHOUT VIBRATION AND BINDING. 6. DISCHARGE OUTLET NOZZLE WITH FLOW CONTROL VANES F. CEILING MEMBRANE: PROTECT CEILING MEMBRANE PER CODE.FIRE CAULK AROUND OPENINGS.PROVIDE LISTED CONNECTION EXTENDING THROUGH THE UNIT BASE. 16.ADJUST FAN BELTS TO PROPER ALIGNMENT AND TENSION. 7. WASHABLE ALUMINUM AIR FILTER RADIATION DAMPER IN RATED ROOF/CEILING OR FLOOR/CEILING ASSEMBLIES AS REQUIRED PER CODE. I. FILTERS:2-INCH THICK THROWAWAY FILTERS IN FILTER RACK.FILTERS SIMILAR TO FARR 30/30. 17.START UNIT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. C. BLOWER ASSEMBLY: G. AFTER INSTALLATION OF DIFFUSERS, REGISTERS,AND GRILLES,INSPECT EXPOSED FINISH.CLEAN EXPOSED SURFACES J. HEAT EXCHANGER:ALUMINIZED-STEEL CONSTRUCTION FOR NATURAL GAS FIRED BURNERS WITH THE FOLLOWING a. COORDINATE STARTING OF REFRIGERATION SYSTEM DURING WINTER WITH MANUFACTURER. 1. TOTALLY ENCLOSED AIR OVER TYPE(TEAO)MOTOR WITH AUTOMATIC RESET THERMAL OVERLOAD. TO REMOVE BURRS,DIRT,AND SMUDGES. REPLACE DIFFUSERS,REGISTERS,AND GRILLES THAT HAVE DAMAGED CONTROLS: b. COMPLETE STARTUP SHEETS AND ATTACH COPY WITH CONTRACTOR'S STARTUP REPORT. 2. DIRECT DRIVE FORWARD CURVED DOUBLE WIDTH,DOUBLE INLET,CENTRIFUGAL FANS FINISHES. 1. REDUNDANT SINGLE OR DUAL GAS VALVE WITH MANUAL SHUTOFF. 3. PERMANENTLY SEALED BALL BEARINGS 3.02 GRILLES,REGISTERS AND DIFFUSERS INSTALLATION 2. DIRECT-SPARK PILOT IGNITION. 18.INSPECT AND RECORD PERFORMANCE OF INTERLOCKS AND PROTECTIVE DEVICES;VERIFY SEQUENCES. 4. RESILIENT MOUNTING A. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN(S).REFLECTED CEILING PLANS DETERMINE FINAL 3. ELECTRONIC FLAME SENSOR. 19.OPERATE UNIT FOR AN INITIAL PERIOD AS RECOMMENDED OR REQUIRED BY MANUFACTURER. 5. LOCAL DISCONNECT FOR EACH MOTOR LOCATIONS. 4. INDUCED-DRAFT BLOWER WITH AIRFLOW SAFETY SWITCH. 20.PERFORM THE FOLLOWING OPERATIONS FOR BOTH MINIMUM AND MAXIMUM FIRING AND ADJUST BURNER FOR PEAK D. OPERATING NOISE LEVEL:54 DBA MAXIMUM MEASURED 10-FEET FROM UNIT. B. INSTALL DIFFUSERS TO DUCTWORK WITH AIR TIGHT CONNECTION. 18-INCH STRAIGHT DUCT SECTION OR ACOUSTIC 5. FLAME ROLLOUT SWITCH. EFFICIENCY.ADJUST PILOT TO STABLE FLAME. E. PERFORMANCE:TESTED IN ACCORDANCE WITH AMCA 220.CAPACITY AS INDICATED ON DRAWINGS. PLENUM AT CONNECTION. PROVIDE SQUARE TO ROUND ADAPTERS WHERE REQUIRED FOR CONNECTION TO ROUND a. MEASURE GAS PRESSURE ON MANIFOLD. F. CONTROLS: DUCTS. 6. HIGH TEMPERATURE LIMIT SWITCH. b. MEASURE COMBUSTION-AIR TEMPERATURE AT INLET TO COMBUSTION CHAMBER. 1. FIELD INSTALLED MICRO-SWITCH FOR DOOR ON/OFF CONTROL. C. PROVIDE INTEGRAL BALANCING DAMPERS FOR DIFFUSERS,AND GRILLES AND REGISTERS WHERE DUCT MANUAL K. OUTDOOR/RETURN AIR SECTION:A RETURN AIR PLENUM TO BE PROVIDED WITH AN OUTDOOR AIR HOOD.HOOD TO c. MEASURE FLUE-GAS TEMPERATURE AT FURNACE DISCHARGE. 2. FIELD INSTALLED REMOTE PANEL BALANCING DAMPERS ARE NOT SHOWN OR SPECIFIED. ALLOW OUTDOOR AIR TO ENTER AT THE BACK OF THE RETURN AIR PLENUM.HOOD TO INCLUDE MOISTURE ELIMINATOR _ FILTERS TO DRAIN WATER AWAY FROM THE ENTERING AIR STREAM.RETURN AIR PLENUM TO ALLOW RETURN AIR TO d. PERFORM FLUE-GAS ANALYSIS. MEASURE AND RECORD FLUE-GAS CARBON DIOXIDE AND OXYGEN 3. FAN ON WHEN DOOR OPEN,OFF WHEN DOOR CLOSED. END OF SECTION ENTER FROM THE BOTTOM OF THE UNIT.UPON UNIT SHUT DOWN DURING UNOCCUPIED PERIODS,THE OUTDOOR AIR CONCENTRATION. G. PRODUCT DESCRIPTION:SELF-CONTAINED ELECTRICALLY-OPERATED AIR CURTAIN FOR MOUNTING AT HEAD OF DOOR DAMPER TO BE POWER DRIVEN CLOSED. e. MEASURE SUPPLY-AIR TEMPERATURE AND VOLUME WHEN BURNER IS AT MAXIMUM FIRING RATE AND WHEN OPENINGS. BURNER IS OFF.CALCULATE USEFUL HEAT TO SUPPLY AIR. SECTION 23 74 00-ROOFTOP PACKAGED AIR CONDITIONING UNITS L. OUTSIDE-AIR DAMPER:LINKED DAMPER BLADES, FOR 0 TO 30 PERCENT OUTSIDE AIR,WITH MANUAL SLIDE AND FULLY 1. MAXIMUM MOUNTING HEIGHT:7-FEET. MODULATING,SPRING RETURN DAMPER MOTOR. UPON UNIT SHUT DOWN DURING UNOCCUPIED PERIODS,THE OUTDOOR 21.CALIBRATE THERMOSTATS. PART 1 -GENERAL 2. MAXIMUM DOOR WIDTH:6-FEET. AIR DAMPER TO BE POWER DRIVEN CLOSED.DAMPER BLADES TO BE GASKETED WITH SIDE SEALS AND JAMB SEALS TO 22.ADJUST AND INSPECT HIGH-TEMPERATURE LIMITS. H. HOUSING: 1.01SUMMARY PROVIDE AN AIR LEAKAGE RATE OF NO MORE THAN 4 CFM/SQUARE FOOT OF DAMPER AREA AT 1-INCH DIFFERENTIAL 1. MATERIAL:GALVANIZED STEEL. A. WORK INCLUDED: MATERIALS, INSTALLATION AND TESTING OF ROOF-MOUNTED,PACKAGED DIRECT EXPANSION AIR PRESSURE PER ASHRAE 90.1 ENERGY STANDARD.LEAKAGE RATE TO BE TESTED TIN ACCORDANCE WITH AMCA 23.INSPECT OUTSIDE-AIR DAMPERS FOR PROPER STROKE AND INTERLOCK VVITH RETURN-AIR DAMPERS. 2. FACTORY-PROVIDED MOUNTING BRACKETS. CONDITIONING UNITS IN THE FOLLOWING CONFIGURATION: STANDARD 500. 24.START REFRIGERATION SYSTEM AND MEASURE AND RECORD THE FOLLOWING: 3. FINISH:PAINTED EPDXY. 1. ROOFTOP PACKAGED AIR CONDITIONING UNITS,CONSTANT VOLUME(UP TO 20 TONS). M. ECONOMIZER:RETURN-AND OUTSIDE-AIR DAMPERS WITH NEOPRENE SEALS,OUTSIDE-AIR FILTER,AND HOOD.UPON a. COIL LEAVING-AIR,DRY-AND WET-BULB TEMPERATURES. 4. COLOR:WHITE. 1.02RELATED SECTIONS UNIT SHUT DOWN DURING UNOCCUPIED PERIODS,THE OUTDOOR AIR DAMPER TO BE POWER DRIVEN CLOSED.DAMPER b. COIL ENTERING-AIR, DRY-AND WET-BULB TEMPERATURES. BLADES TO BE GASKETED WITH SIDE SEALS AND JAMB SEALS TO PROVIDE AN AIR LEAKAGE RATE OF NO MORE THAN 4 I. BLOWER ASSEMBLY: HEAVY-DUTY MOTOR,FORWARD CURVED CENTRIFUGAL FANS, DOUBLE INLET,DOUBLE WIDTH. c. OUTSIDE-AIR,DRY-BULB TEMPERATURE. A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. CFM/SQUARE FOOT OF DAMPER AREA AT 1-INCH DIFFERENTIAL PRESSURE PER ASHRAE 90.1 ENERGY STANDARD. J. PERFORMANCE:TESTED IN ACCORDANCE WITH AMCA 220. LEAKAGE RATE TO BE TESTED TIN ACCORDANCE WITH AMCA STANDARD 500. d. OUTSIDE-AIR-COIL,DISCHARGE-AIR,DRY-BULB TEMPERATURE. 1.03REFERENCES AND STANDARDS 1. AVERAGE OUTLET VELOCITY:1400 FEET PER MINUTE(7 M/S). 1. DAMPER MOTOR: FULLY MODULATING SPRING RETURN WITH ADJUSTABLE MINIMUM POSITION. 25.INSPECT CONTROLS FOR CORRECT SEQUENCING OF HEATING,MIXING DAMPERS, REFRIGERATION,AND NORMAL AND A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, 2. AIR FLOW: 1900 CUBIC FEET PER MINUTE(900 US). EMERGENCY SHUTDOWN. GENERAL REQUIREMENTS. 2. CONTROL: ELECTRONIC-CONTROL SYSTEM USES MIXED-AIR AND OUTSIDE-AIR TEMPERATURE TO ADJUST MIXING a. VOLUME ADJUSTMENT:DISCHARGE DAMPERS. DAMPERS. 26.MEASURE AND RECORD THE FOLLOWING MINIMUM AND MAXIMUM AIRFLOWS.PLOT FAN VOLUMES ON FAN CURVE. K. CONTROL:ON/OFF CONTROL;AIR CURTAIN TURNS ON WHEN DOOR IS OPENED AND OFF WHEN DOOR IS CLOSED. B. IN ADDITION,MEET THE FOLLOWING: 3. RELIEF DAMPER:GRAVITY ACTUATED WITH BIRD SCREEN AND HOOD. a. SUPPLY-AIR VOLUME. L. OPERATING NOISE LEVEL:54 DBA. 1. AHRI 210/240-PERFORMANCE RATING OF UNITARY AIR-CONDITIONING AND AIR-SOURCE HEAT PUMP EQUIPMENT. N. POWER CONNECTION: PROVIDE FOR SINGLE CONNECTION OF POWER TO UNIT WITH UNIT-MOUNTED DISCONNECT b. RETURN-AIR VOLUME. 1. MEASURED 10-FEET FROM UNIT. 2. AHRI 270-SOUND PERFORMANCE RATING OF OUTDOOR UNITARY EQUIPMENT(WITH ADDENDUM 1). SWITCH ACCESSIBLE FROM OUTSIDE UNIT AND CONTROL-CIRCUIT TRANSFORMER WITH BUILT-IN CIRCUIT BREAKER. c. RELIEF-AIR VOLUME. UTILITY REQUIREMENTS: 120 VOLTS AC,SINGLE-PHASE.PART 3-EXECUTION 3. AHRI 340/360-PERFORMANCE RATING OF COMMERCIAL AND INDUSTRIAL UNITARY AIR-CONDITIONING AND HEAT PUMP 0. ELECTRICAL:UNIT WIRING TO COMPLY WITH NEC REQUIREMENTS AND WITH APPLICABLE UL STANDARDS.ELECTRICAL 3.01 GENERAL INSTALLATION REQUIREMENTS EQUIPMENT. d. OUTSIDE-AIR INTAKE VOLUME. COMPONENTS TO BE UL RECOGNIZED WHERE APPLICABLE.WIRING AND ELECTRICAL COMPONENTS PROVIDED WITH THE A. INSTALL AIR CURTAINS IN ACCORDANCE VVITH SHOP DRAVVINGS AND MANUFACTURER'S PRINTED INSTALLATION 4. AHRI 410-FORCED-CIRCULATION AIR-COOLING AND AIR-HEATING COILS(VV1TH ADDENDA 1,2&3). UNIT TO BE NUMBER AND COLOR CODED AND LABELED ACCORDING TO THE ELECTRICAL DIAGRAM PROVIDED FOR EASY 27.SIMULATE MAXIMUM COOLING DEMAND AND INSPECT THE FOLLOWING: INSTRUCTIONS. 1.04SUBMITTALS IDENTIFICATION.THE UNIT TO BE PROVIDED WITH A FACTORY WIRED WEATHERPROOF CONTROL PANEL.UNIT TO HAVE A a. COMPRESSOR REFRIGERANT SUCTION AND HOT-GAS PRESSURES. B. VERIFY THAT REQUIRED UTILITIES ARE IN CORRECT LOCATION AND ARE OF CORRECT CAPACITIES FOR SPECIFIED SINGLE POINT POWER CONNECTION FOR MAIN POWER CONNECTION.A TERMINAL BOARD TO BE PROVIDED FOR LOW A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL b. SHORT CIRCUITING OF AIR THROUGH OUTSIDE COIL OR FROM OUTSIDE COIL TO OUTSIDE-AIR INTAKE. PRODUCTS. ENSURE PROPER CONNECTION TO UTILITIES. VOLTAGE CONTROL WIRING. EACH COMPRESSOR AND CONDENSER FAN MOTOR TO BE FURNISHEDWITH CONTACTORS REQUIREMENTS. 28.VERIFY OPERATION OF REMOTE PANEL,INCLUDING PILOT-LIGHT OPERATION AND FAILURE MODES.INSPECT THE C. VERIFY THAT MOUNTING SURFACES HAVE SUFFICIENT STRENGTH TO SUPPORT UNITS. AND THERMAL OVERLOAD PROTECTION.SUPPLY FAN MOTORS TO HAVE A FACTORY INSTALLED AND WIRED CONTROL 1.05QUALITY ASSURANCE CONTACTOR.KNOCKOUTS TO BE PROVIDED IN THE BOTTOM OF THE MAIN CONTROL PANELS FOR FIELD WIRING FOLLOWING: SPECIFICATIONS D. VERIFY THAT SPACE IS READY FOR INSTALLATION OF UNITS. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL ENTRANCE. a. HIGH-LIMIT HEAT EXCHANGER. E. VERIFY AND MAINTAIN CLEARANCES REQUIRED TO MAINTAIN THE UNITS. - MEC H ANIC AL REQUIREMENTS. P. UNIT CONTROLS:SOLID-STATE CONTROL BOARD AND COMPONENTS CONTAIN AT LEAST THE FOLLOWING FEATURES: b. WARM-UP FOR MORNING CYCLE. F. PROVIDE SHUT-OFF VALVE,BALANCE VALVE,CONTROL VALVE AND MANUAL AIR VENT FOR HOT WATER HEATING COIL. B. IN ADDITION,MEET THE FOLLOWING 1. INDOOR FAN ON/OFF RELAY. c. FREEZESTAT OPERATION. G. PROVIDE FIELD WIRING FOR REMOTE CONTROL PANEL,THERMOSTAT AND MICROSWITCH FOR DOOR OPEN/CLOSE INDICATION. 1. INTERIOR SURFACES OF UNITS TO MEET EROSION AND GROWTH RESISTANCE REQUIREMENTS AS WELL AS 2. DEFAULT CONTROL TO ENSURE PROPER OPERATION AFTER POWER INTERRUPTION. d. ECONOMIZER TO LIMITED OUTSIDE-AIR CHANGEOVER. END OF SECTION CONSTRUCTION REQUIREMENTS FOR EQUIPMENT OF ASHRAE 62.1,LATEST EDITION. 3. SERVICE RELAY OUTPUT. e. ALARMS. 2. ELECTRICAL COMPONENTS, DEVICES,AND ACCESSORIES:LISTED AND LABELED AS DEFINED IN NFPA 70,ARTICLE 100, 4. UNIT DIAGNOSTICS AND DIAGNOSTIC CODE STORAGE. 29.AFTER STARTUP AND PERFORMANCE TESTING,CHANGE FILTERS,VACUUM HEAT EXCHANGER AND COOLING AND BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION,AND MARKED FOR INTENDED USE. OUTSIDE COILS,LUBRICATE BEARINGS,ADJUST BELT TENSION,AND INSPECT OPERATION OF POWER VENTS. 5. FIELD-ADJUSTABLE CONTROL PARAMETERS. 3. FABRICATE AND LABEL REFRIGERATION SYSTEM TO COMPLY WITH ASHRAE 15,SAFETY CODE FOR MECHANICAL L. ADJUST INITIAL TEMPERATURE,HUMIDITY,AND CO2 SET POINTS. SECTION 23 37 00-AIR OUTLETS AND INLETS REFRIGERATION. 6. DEFROST CONTROL. PART 1-GENERAL 4. ENERGY-EFFICIENCY RATIO:MEET MINIMUM REQUIREMENTS SHOWN ON DRAWINGS. 7. DEHUMIDIFICATION CONTROL WITH DEHUMIDISTAT. M. SET FIELD-ADJUSTABLE SWITCHES AND CIRCUIT-BREAKER TRIP RANGES AS INDICATED. 1.01SUMMARY 5. COEFFICIENT OF PERFORMANCE: MEET MINIMUM REQUIREMENTS SHOWN ON DRAWINGS. 8. ECONOMIZER CONTROL. N. OCCUPANCY ADJUSTMENTS:WITHIN 12 MONTHS OF DATE OF SUBSTANTIAL COMPLETION,PROVIDE ON-SITE ASSISTANCE - .• IN ADJUSTING SYSTEM TO SUIT ACTUAL OCCUPIED CONDITIONS.PROVIDE UP TO TWO VISITS TO SITE OUTSIDE NORMAL A. WORK INCLUDED: 6. COMPLY WITH NFPA 54 FOR GAS-FIRED FURNACE SECTION.CLASSIFIED IN ACCORDANCE WITH ANSI Z 21.47. 9. GAS VALVE DELAY BETWEEN FIRST-AND SECOND-STAGE FIRING. OCCUPANCY HOURS FOR THIS PURPOSE,WITHOUT ADDITIONAL COST. INTERFACE 1 ENGINEERING 1. GRILLES,REGISTERS,DIFFUSERS 7. AHRI CERTIFICATION:PROVIDE AHRI CERTIFIED AND LISTED UNITS. 10.INDOOR-AIR QUALITY CONTROL WITH CARBON DIOXIDE SENSOR. ..• ..• 1.02RELATED SECTIONS 8. AHRI COMPLIANCE FOR UNITS WITH CAPACITIES LESS THAN 135,000 BTUH(39.6 KW): RATE ROOFTOP AIR-CONDITIONER 11. LOW-AMBIENT CONTROL,ALLOWING OPERATION DOWN TO 0 DEGREES F(MINUS 18 DEG C). ,,.• K PROJECT 2019-0641 - A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. CAPACITY ACCORDING TO AHRI 210/240,PERFORMANCE RATING OF UNITARY AIR-CONDITIONING AND AIR-SOURCE 12. MINIMUM RUN TIME. I.:. CONTACT TAYLOR EDWARDS HEAT PUMP EQUIPMENT. INA 0 • 7 1.03REFERENCES AND STANDARDS 13.NIGHT SETBACK MODE. ii 100 SW Main Street Suite 1600 9. AHRI COMPLIANCE FOR UNITS WITH CAPACITIES 135,000 BTUH(39.6 KW)AND MORE:RATE ROOFTOP AIR-CONDITIONER A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00, HVAC BASIC REQUIREMENTS AND DIVISION 01, 14. RETURN-AIR TEMPERATURE LIMIT. Portland,OR 97204 CAPACITY ACCORDING TO AHRI 340/360,PERFORMANCE RATING OF COMMERCIAL AND INDUSTRIAL UNITARY ' TEL 503.382.2266 www interfaceengineering.com \\pdx:porpj8\pdxaroicts\20y9\2019-0641\cad\mechpnicalW641100.2-m0.8.d,wg 1.11/7/2019 12:4823 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641M . - Mv.8.DWG - MO.7 I EDIT: 11/11/2019 4:23 PM BY TAYLORE I PLOT: 11/11/2019 4:26 PM BY TAYLOR EDWARDS �RED P R OFFS,, O. ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO PENETRATION OF ANCHORS.CALCULATIONS CERTIFIED BY PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN BASEPLATE UNDERSIDE;AND ADJUSTABLE EQUIPMENT MOUNTING AND LEVELING BOLT THAT ACTS AS BLOCKING THE EMBEDMENT DEPTH OF CONCRETE ANCHORS. (44ya �G 1 N F` , py ADJUST,OPERATE,AND MAINTAIN ROOFTOP AIR CONDITIONERS.REFERENCE DIVISION 01,GENERAL REQUIREMENTS. STATE OF OREGON. DURING INSTALLATION.RESTRAINING BOLTS HAVE LARGE RUBBER GROMMETS TO PROVIDE CUSHIONING IN VERTICAL B. PROVIDE MOUNTS FOR EQUIPMENT INSTALLED OUTDOORS FOR WIND LOADS OF 30 LBS.PSF APPLIED TO ANY EXPOSED 41 84929 -A 9,- 3. SEISMIC RESTRAINT DETAILS:DETAIL FABRICATION AND ATTACHMENT OF SEISMIC RESTRAINTS AND SNUBBERS. AND HORIZONTAL DIRECTIONS.A MINIMUM CLEARANCE OF 3/8-INCH MAINTAINED AROUND RESTRAINING BOLTS SO AS SURFACE OF ISOLATED EQUIPMENT. 3.02 ROOFTOP PACKAGE AIR CONDITIONING UNITS,CONSTANT VOLUME(UP TO 20 TONS)INSTALLATION C��/I/l� A. VERIFY GAS FLUE CLEARANCE FROM ADJACENT AIR INTAKES AND BUILDING OPENINGS PER LOCAL CODE AND LATEST SHOW ANCHORAGE DETAILS AND INDICATE QUANTITY, DIAMETER AND DEPTH OF PENETRATION OF ANCHORS. NOT TO INTERFERE WITH SPRING ACTION. �, �/Ci C. DO NOT INSTALL EQUIPMENT OR PIPE WHICH MAKES RIGID CONTACT WITH BUILDING SLABS, BEAMS,STUDS,WALLS,ETC. VERSION OF ASHRAE 62.1 PRIOR TO INSTALLATION.PROVIDE MANUFACTURER'S FLUE EXTENSION(S)IF UNABLE TO 4. SUBMITTALS FOR INTERLOCKING SNUBBERS:INCLUDE LOAD DEFLECTION CURVES UP TO 1/2-INCH DEFLECTION IN X,Y 2. OUTSIDE SPRING DIAMETER:NOT LESS THAN 80 PERCENT OF COMPRESSED HEIGHT OF SPRING AT RATED LOAD. D. ANCHOR BASEPLATE TO FLOOR OR STRUCTURE.PROVIDE RUBBER GROMMETS AND WASHERS TO ISOLATE BOLT FROM OREGON �p MAINTAIN HORIZONTAL CLEARANCES. AND Z PLANES. 3. MINIMUM ADDITIONAL TRAVEL:50 PERCENT OF REQUIRED DEFLECTION AT RATED LOAD. BASE PLATE.UNDER NO CIRCUMSTANCES IS ISOLATION EFFICIENCY TO BE DESTROYED WHEN BOLTING ISOLATORS TO `j 5. WELDING CERTIFICATES. 4. LATERAL STIFFNESS:MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS. �i� � E 5,2a •• B. GENERALPIINSTALLATION REQUIREMENTS OFPIPING, ARE SPECIFIED AN IED IE OTHER DIVISION 23,HVAC SECTIONS.DRAWINGS INDICATE 6. EQUIPMENT CERTIFICATION:PROVIDE SEISMIC CERTIFICATION FOR EQUIPMENT AS NOTED IN SEISMIC DESIGN 5. OVERLOAD CAPACITY:SUPPORT 200 PERCENT OF RATED LOAD,FULLY COMPRESSED,WITHOUT DEFORMATION OR BLOOR. S M McC�� ARRANGEMENT OF FITTINGS,AND SPECIALTIES. E. BUILDING PENETRATIONS: ISOLATE WATER PIPING AND DUCTWORK PENETRATING WALL,CEILINGS,FLOORS OR SHAFTS C. INSTALL PIPING ADJACENT TO MACHINE TO ALLOW SERVICE AND MAINTENANCE. SUMMARY OR SCHEDULES ON DRAWINGS. FAILURE. FROM STRUCTURE BY PIPING ISOLATOR OR BY 3/8-INCH THICK FOAMED RUBBER INSULATION.INSTALL UNITS FLUSH WITH 1.05QUALITY ASSURANCE 6. BRACKETS:MANUFACTURER'S STANDARD BRACKET,UTILIZE HEIGHT SAVING BRACKETS TO ACCOMMODATE HEIGHT FINISHED STRUCTURE FACE,USING ONE FOR EACH SIDE AS REQUIRED.CUT UNITS TO LENGTH IF LONGER THAN I EXPIRES: 12/31/20 1 - 1. GAS PIPING:COMPLY WITH APPLICABLE REQUIREMENTS IN DIVISION 23,HVAC.CONNECT GAS PIPING TO BURNER, RESTRICTIONS. STRUCTURE THICKNESS.CAULK AROUND PIPE OR DUCT AT EQUIPMENT ROOM WALL. FULL SIZE OF GAS TRAIN INLET,AND CONNECT WITH UNION AND SHUTOFF VALVE WITH SUFFICIENT CLEARANCE FOR A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL BURNER REMOVAL AND SERVICE. REQUIREMENTS. 7. MASON TYPE:SLR. F. PROVIDE ROOF CURBS,EQUIPMENT SUPPORTS AND ROOF PENETRATIONS.WORK TO MAINTAIN ROOF WARRANTY. D. DUCT INSTALLATION REQUIREMENTS ARE SPECIFIED IN OTHER DIVISION 23,HVAC SECTIONS.DRAWINGS INDICATE THE B. IN ADDITION,MEET THE FOLLOWING: E. TYPE 4B-HOUSED SPRING MOUNTS:HOUSED SPRING ISOLATOR WITH INTEGRAL SEISMIC SNUBBERS. COORDINATE LOCATION,SIZE,STRUCTURAL CONNECTIONS/REQUIREMENTS AND FLASHING PRIOR TO INSTALLATION. V) GENERAL ARRANGEMENT OF DUCTS.THE FOLLOWING ARE SPECIFIC CONNECTION REQUIREMENTS: 1. VIBRATION ISOLATION: 1. HOUSING:DUCTILE-IRON OR STEEL HOUSING TO PROVIDE ALL-DIRECTIONAL SEISMIC RESTRAINT WITH NEOPRENE G. VIBRATION ISOLATORS MUST NOT CAUSE CHANGE OF POSITION OF EQUIPMENT OR PIPING WHICH WOULD STRESS PIPING • nn`` 1. INSTALL DUCTS TO TERMINATION IN ROOF CURB. a. EXCEPT FOR PACKAGED EQUIPMENT WITH INTEGRAL ISOLATORS,SINGLE MANUFACTURER SELECTS AND ACOUSTICAL CUP,SPRING INSPECTION PORTS AND REBOUND ADJUSTMENT PORTS. CONNECTIONS OR MISALIGNMENT SHAFTS OR BEARINGS. ISOLATED EQUIPMENT IS TO BE LEVEL AND IN PROPER W 2. REMOVE ROOF DECKING ONLY AS REQUIRED FOR PASSAGE OF DUCTS.DO NOT CUT OUT DECKING UNDER ENTIRE FURNISHES ISOLATION REQUIRED. 2. BASE:FACTORY DRILLED FOR BOLTING TO STRUCTURE. ALIGNMENT WITH CONNECTING DUCTS AND PIPES. •- ROOF CURB. b. DEFLECTIONS INDICATED ON DRAWINGS ARE MINIMUM ACTUAL STATIC DEFLECTIONS FOR SPECIFIC EQUIPMENT 3. SNUBBERS:VERTICALLY ADJUSTABLE TO ALLOW A MAXIMUM OF 1/4-INCH TRAVEL BEFORE CONTACTING A RESILIENT H. EXAMINATION: -1.- 3. TERMINATE RETURN-AIR DUCT THROUGH ROOF STRUCTURE. SUPPORTED. COLLAR. 1. EXAMINE AREAS AND EQUIPMENT TO RECEIVE VIBRATION ISOLATION AND SEISMIC-CONTROL DEVICES FOR0 4. FILL VOID BETWEEN ROOF AND BOTTOM OF UNIT WITH 3-POUND DENSITY ACOUSTIC BATT. c. ISOLATOR STABILITY: 4. BRACKETS:MANUFACTURER'S STANDARD BRACKET,UTILIZE HEIGHT SAVING BRACKETS TO ACCOMMODATE HEIGHT COMPLIANCE WITH REQUIREMENTS,INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING L- 5. INSTALL NORMAL-WEIGHT,3000 PSI(20.7 MPA),COMPRESSIVE STRENGTH(28-DAY)CONCRETE MIX INSIDE ROOF CURB, 1) SIZE SPRINGS OF SUFFICIENT DIAMETER TO MAINTAIN STABILITY OF EQUIPMENT BEING SUPPORTED.SPRING RESTRICTIONS. PERFORMANCE. L 4-INCHES THICK. DIAMETERS NOT LESS THAN 0.8 OF COMPRESSED HEIGHT AT RATED LOAD. 5. MASON TYPE:SSLFH. 2. EXAMINE ROUGHING-IN OF REINFORCEMENT AND CAST-IN-PLACE ANCHORS TO VERIFY ACTUAL LOCATIONS BEFOREC 0 2) SPRINGS HAVE MINIMUM ADDITIONAL TRAVEL TO SOLID EQUAL TO 50 PERCENT OF RATED DEFECTION. F. TYPE 5A-RESTRAINED ELASTOMERIC HANGERS: DOUBLE-DEFLECTION TYPE,WITH MOLDED,OIL-RESISTANT NATURAL INSTALLATION. E. ELECTRICAL SYSTEM CONNECTIONS:COMPLY WITH APPLICABLE REQUIREMENTS IN DIVISION 26,ELECTRICAL SECTIONS O n FOR POWER WIRING,SWITCHES,AND MOTOR CONTROLS. 3) SPRINGS SUPPORT 200 PERCENT OF RATED LOAD,FULLY COMPRESSED,WITHOUT DEFORMATION OR FAILURE. RUBBER OR BRIDGE BEARING NEOPRENE ISOLATOR ELEMENTS BONDED TO STEEL HOUSINGS WITH THREADED 3. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. rn 1 j„ F. GROUND EQUIPMENT ACCORDING TO DIVISION 26,ELECTRICAL. d. MAXIMUM ALLOWABLE VIBRATION LEVELS:PEAK VIBRATION VELOCITIES NOT EXCEED 0.08 IN/SEC.CORRECT CONNECTIONS FOR HANGER RODS.COLOR-CODE OR OTHERWISE IDENTIFY TO INDICATE CAPACITY RANGE.SEISMIC I. TESTING:PERFORM FOLLOWING FIELD QUALITY CONTROL TESTING: (1.) EQUIPMENT OPERATING AT VIBRATION VELOCITIES THAT EXCEED THIS CRITERIA. REBOUND STEEL AND BONDED LDS RUBBER WASHER TO LIMIT UPWARD SEISMIC MOVEMENT. MASON TYPE:RWHD. 1. ISOLATOR SEISMIC-RESTRAINT CLEARANCE. L O E G. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED G. TYPE 5B-SPRING HANGERS:COMBINATION COIL-SPRING AND ELASTOMERIC-INSERT HANGER WITH SPRING AND INSERT TORQUE-TIGHTENING VALUES.IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED,USE THOSE SPECIFIED IN UL2. ISOLATOR DEFLECTION. ii. 0 O 2. SEISMIC RESTRAINT: 486A AND UL 486B. a. CODE AND STANDARD REQUIREMENTS: IN COMPRESSION. 3. SNUBBER MINIMUM CLEARANCES. 1. FRAME:STEEL, FABRICATED FOR CONNECTION TO THREADED HANGER RODS AND TO ALLOW FOR A MAXIMUM OF 15 ^ H. WATER COIL INSTALLATION 1) SEISMIC RESTRAINT OF EQUIPMENT,PIPING AND DUCTWORK TO BE IN ACCORDANCE WITH LATEST ENACTED DEGREES OF ANGULAR HANGER-ROD MISALIGNMENT FROM VERTICAL WITHOUT BINDING OR REDUCING ISOLATION J. ADJUSTING: 0- 1. COMB DAMAGED AND BENT FINS. VERSION OF ASCE 7-10. EFFICIENCY. 1. ADJUST SNUBBERS ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2. INSTALL COILS TO DRAIN IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. b. CONFIRM SEISMIC CONTROL REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND STRUCTURAL 2. OUTSIDE SPRING DIAMETER:NOT LESS THAN 80 PERCENT OF COMPRESSED HEIGHT OF SPRING AT RATED LOAD. 2. TORQUE ANCHOR BOLTS ACCORDING TO EQUIPMENT MANUFACTURER'S WRITTEN RECOMMENDATIONS TO RESIST 0 0 0 DOCUMENTS. SEISMIC FORCES. 3. INSTALL FILTERS UPSTREAM OF SUPPLY AND EXHAUST AIR HANDLER COILS PRIOR TO FAN OPERATION. 3. MINIMUM ADDITIONAL TRAVEL: 50 PERCENT OF REQUIRED DEFLECTION AT RATED LOAD. c. CERTIFICATION:SEE SEISMIC DESIGN TABLE OR SCHEDULES ON DRAWINGS FOR EQUIPMENT,SYSTEMS AND K. CLEANING:AFTER COMPLETING EQUIPMENT INSTALLATION,INSPECT VIBRATION ISOLATION AND SEISMIC-CONTROL END OF SECTION 4. LATERAL STIFFNESS:MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS. SEISMIC-RESTRAINT DEVICES DESIGNATED TO HAVE SEISMIC CERTIFICATION/QUALIFICATION.HORIZONTAL AND DEVICES.REMOVE PAINT SPLATTERS AND OTHER SPOTS,DIRT AND DEBRIS. •••C D i= c VERTICAL LOAD TESTING AND ANALYSIS PERFORMED ACCORDING TO ASCE 7-10.ANCHORAGE SYSTEMS TO BEAR 5. OVERLOAD CAPACITY:SUPPORT 200 PERCENT OF RATED LOAD,FULLY COMPRESSED,WITHOUT DEFORMATION OR L. DEMONSTRATION:ENGAGE FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE SECTION 23 82 00-TERMINAL HEAT TRANSFER EQUIPMENT ANCHORAGE PREAPPROVAL NUMBER FROM AN AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FAILURE. PERSONNEL TO ADJUST,OPERATE AND MAINTAIN AIR-MOUNTING SYSTEMS. REFERENCE DIVISION 01,GENERAL t �f J cy 0 PART 1 -GENERAL SHOWING MAXIMUM SEISMIC-RESTRAINT RATINGS.RATINGS BASED ON INDEPENDENT TESTING OR CALCULATIONS, 6. ELASTOMERIC ELEMENT: MOLDED,OIL-RESISTANT RUBBER OR NEOPRENE.STEEL-WASHER-REINFORCED CUP TO REQUIREMENTS. QJ IF PREAPPROVED RATINGS ARE NOT AVAILABLE.CALCULATIONS(INCLUDING COMBINING SHEAR AND TENSILE SUPPORT SPRING AND BUSHING PROJECTING THROUGH BOTTOM OF FRAME. -f-- 1.01SUMMARY 3.02 VIBRATION ISOLATION .� LOADS)TO SUPPORT SEISMIC RESTRAINT DESIGNS MUST BE SEALED BY QUALIFIED LICENSED PROFESSIONAL 7. MASON TYPE:30N. A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 0 V) A. WORK INCLUDED: ENGINEER IN STATE OF OREGON.TESTING AND CALCULATIONS MUST INCLUDE BOTH SHEAR AND TENSILE LOADS H. TYPE 5C-SPRING HANGERS WITH VERTICAL-LIMIT STOP:COMBINATION COIL-SPRING AND ELASTOMERIC-INSERT HANGER 1. ELECTRIC WALL HEATERS AND ONE TEST OR ANALYSIS AT 45 DEGREES TO WEAKEST MODE. B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. �. C" WITH SPRING AND INSERT IN COMPRESSION AND WITH A VERTICAL-LIMIT STOP. 1.02RELATED SECTIONS d. SEISMIC RESTRAINT AND ANCHORAGE OF PERMANENT EQUIPMENT AND ASSOCIATED SYSTEMS LISTED BELOW TO C. VIBRATION ISOLATORS MUST BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS (3 0 1. FRAME:STEEL,FABRICATED FOR CONNECTION TO THREADED HANGER RODS AND TO ALLOW FOR A MAXIMUM OF 155: A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. BUILDING STRUCTURE BE DESIGNED TO RESIST TOTAL DESIGN SEISMIC FORCE PRESCRIBED IN LOCAL BUILDING DEGREES OF ANGULAR HANGER-ROD MISALIGNMENT FROM VERTICAL WITHOUT BINDING OR REDUCING ISOLATION AND CERTIFIED SUBMITTAL DATA. V) CODE: YP D L ATI N AN WHERE INDI ATED BELOW. 1.03REFERENCES AND STANDARDS EFFICIENCY. D. INSTALL ISOLATION AS INDICATED ON DRAWINGS BY T E AN OC fl D C C ,,` A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, 1) FLOOR-OR ROOF-MOUNTED EQUIPMENT WEIGHING 400 POUNDS OR GREATER. 2. OUTSIDE SPRING DIAMETER:NOT LESS THAN 80 PERCENT OF COMPRESSED HEIGHT OF SPRING AT RATED LOAD. E. EQUIPMENT VIBRATION ISOLATION SCHEDULE: (� GENERAL REQUIREMENTS. 2) SUSPENDED,WALL-MOUNTED OR VIBRATION ISOLATED EQUIPMENT WEIGHING 20 POUNDS OR GREATER. 3. MINIMUM ADDITIONAL TRAVEL:50 PERCENT OF REQUIRED DEFLECTION AT RATED LOAD. :3: -C 3) HOUSEKEEPING SLABS: PROVIDE REINFORCEMENT AND ANCHORAGE TO BUILDING STRUCTURE. Equipment Size Vibration Minimum :3: 0) > 1.04SUBMITTALS 4. LATERAL STIFFNESS:MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS. Isolator Type Deflection(in) ...0 e. WHERE REQUIRED,SEISMIC SWAY BRACING OF SUSPENDED DUCT AND PIPING MEET FOLLOWING: A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL 5. OVERLOAD CAPACITY:SUPPORT 200 PERCENT OF RATED LOAD,FULLY COMPRESSED,WITHOUT DEFORMATION OR Rooftop Air 0 to 19.5 tons FC-1,2 0.75000 REQUIREMENTS. 1) PIPE AND DUCT RUNS REQUIRING SEISMIC BRACING HAVE MINIMUM OF TWO TRAVERSE BRACES AND ONE FAILURE. Handlers,AC, 1.05QUALITY ASSURANCE LONGITUDINAL BRACE.LONGITUDINAL(OR TRAVERSE)BRACE AT 90 DEGREE CHANGE IN DIRECTION MAY ACT 6. ELASTOMERIC ELEMENT: MOLDED,OIL-RESISTANT RUBBER OR NEOPRENE. Heat Pump 2 0 - AS TRAVERSE(OR LONGITUDINAL)BRACE IF LOCATED WITHIN 2-FEET OF CHANGE IN DIRECTION. Units i A. QUALITY ASSURANCE AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL 7. ADJUSTABLE VERTICAL STOP:STEEL WASHER WITH NEOPRENE WASHER"UP-STOP"ON LOWER THREADED ROD. Utilit Set All 4A 1.500000 1-- 2) SEISMIC BRACING MAY NOT PASS THROUGH SEISMIC SEPARATION JOINT.PIPE OR DUCT RUNS THAT PASS y •- REQUIREMENTS. 8. MASON TYPE:RW30. Centrifugal Fans 0 THROUGH SEISMIC SEPARATION JOINT MUST BE RESTRAINED WITHIN 5-FEET OF BOTH SIDES OF SEPARATION. 1.06 WARRANTY I. TYPE 6-HORIZONTAL THRUST RESTRAINTS:COMBINATION COIL SPRING AND ELASTOMERIC INSERT WITH SPRING AND 3) SEISMIC BRACE ASSEMBLY SPACING NOT TO EXCEED 40-FEET TRANSVERSE AND 80-FEET LONGITUDINAL. INSERT IN COMPRESSION AND WITH A LOAD STOP. INCLUDE ROD AND ANGLE-IRON BRACKETS FOR ATTACHING TO F. ISOLATION MOUNTS: S A. WARRANTY OF MATERIALS AND WORKMANSHIP AS OUTLINED IN SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND f. SEISMIC RESTRAINTS MAY BE OMITTED FROM SUSPENDED PIPING AND DUCT IF FOLLOWING CONDITIONS ARE 1. INSTALL MINIMUM OF FOUR SEISMIC SNUBBERS ON ISOLATED EQUIPMENT.LOCATE SNUBBERS AS CLOSE AS y (2 / DIVISION 01,GENERAL REQUIREMENTS. EQUIPMENT. `I SATISFIED: • POSSIBLE TO VIBRATION ISOLATORS AND BOLT TO EQUIPMENT BASE AND SUPPORTING STRUCTURE. PART 2-PRODUCTS1. FRAME:STEEL,FABRICATED FOR CONNECTION TO THREADED RODS AND TO ALLOW FOR A MAXIMUM OF 30 DEGREES 1} FOR PIPING OR DUCTS SUPPORTED BY ROD HANGERS 12-INCHES OR LESS IN LENGTH FROM TOP OF DUCT TO 2. INSTALL RESILIENT BOLT ISOLATION WASHERS ON EQUIPMENT ANCHOR BOLTS. 2.01 MANUFACTURERS BOTTOM OF STRUCTURAL SUPPORT.TOP CONNECTIONS TO STRUCTURE HAVE SWIVEL JOINTS,EYE BOLTS,OR OF ANGULAR ROD MISALIGNMENT WITHOUT BINDING OR REDUCING ISOLATION EFFICIENCY. V) 2. OUTSIDE SPRING DIAMETER:NOT LESS THAN 80 PERCENT OF COMPRESSED HEIGHT OF SPRING AT RATED LOAD. 3. PROVIDE FLEXIBLE PIPING CONNECTION AND FLEXIBLE DUCTWORK CONNECTION TO EQUIPMENT WITH ISOLATION 0 0 V) A. ELECTRIC WALL HEATERS: VIBRATION ISOLATION HANGERS FOR ENTIRE LENGTH OF SYSTEM RUN. MOUNTS OR BASES. �" 1. TRANE 2) LATERAL MOTION OF SYSTEM WILL NOT CAUSE DAMAGING IMPACT WITH SURROUNDING SYSTEMS OR CAUSE 3. MINIMUM ADDITIONAL TRAVEL:50 PERCENT OF REQUIRED DEFLECTION AT RATED LOAD. 0 O 4. LATERAL STIFFNESS:MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS. G. ISOLATING HANGERS: a j'� 2. MARKEL LOSS OF SYSTEM VERTICAL SUPPORT. 1. SUPPORT PIPING AND DUCTWORK CONNECTED TO ISOLATED EQUIPMENT WITHIN EQUIPMENT ROOMS ON ISOLATING �,j 3 SYSTEM MUST BE WELDED STEEL PIPE,BRAZED COPPER PIPE,SHEET METAL DUCT OR SIMILAR DUCTILE 5. OVERLOAD CAPACITY:SUPPORT 200 PERCENT OF RATED LOAD,FULLY COMPRESSED, DEFORMATION OR 3. QMARK ) ,WHANGERS AS SCHEDULED ON DRAWINGS. UNLESS OTHERWISE NOTED, FIRST THREE HANGERS FROM ISOLATED < •. No MATERIAL WITH DUCTILE CONNECTIONS. FAILURE. 4. CHROMALOX EQUIPMENT TO HAVE A MiNIMUM OF 1/2 STATIC DEFLECTION OF EQUIPMENT ISOLATORS.OTHER ISOLATING HANGERS 1. . r- RESISTANT RUBBER OR NEOPRENE OIL ELEMENT:MOLDED, - . 5. OR APPROVED EQUIVALENT. C. SEISMIC RESTRAINTS,INCLUDING ANCHORS TO BUILDING STRUCTURE,BE DESIGNED BY REGISTERED PROFESSIONAL 6. ELASTOMERICTO HAVE A MINIMUM OF 1/4 STATIC DEFLECTION OF EQUIPMENT ISOLATORS. STRUCTURAL ENGINEER LICENSED IN STATE OF OREGON.DESIGN INCLUDES: 7. COIL SPRING:FACTORY SET AND FIELD ADJUSTABLE FOR A MAXIMUM OF 1/4-INCH MOVEMENT AT START AND STOP. 2. POSITION ISOLATING HANGER ELEMENTS AS HIGH AS POSSIBLE IN HANGER ROD ASSEMBLY, BUT NOT IN CONTACT 2.02 ELECTRIC WALL HEATERS 1. NUMBER,SIZE,CAPACITY AND LOCATION OF ANCHORS FOR FLOOR-OR ROOF-MOUNTED EQUIPMENT.FOR 8. MASON TYPE:WBI OR WBD. WITH BUILDING STRUCTURE.INSTALL HANGERS SO THAT HANGER HOUSING MAY ROTATE FULL 360 DEGREES ABOUT PROJECT NO. A. DESCRIPTION:WALL MOUNTED FORCED AIR UNIT HEATER,INCLUDING ENCLOSURE FOR SURFACE OR RECESSED CURB-MOUNTED EQUIPMENT,PROVIDE DESIGN OF ATTACHMENT OF BOTH UNiT TO CURB AND CURB TO STRUCTURE. . J. 'TYPE 7-PIPE RISER RESILIENT SUPPORT:ALL-DIRECTIONAL,ACOUSTICAL PIPE ANCHOR CONSISTING OF 2 STEEL TUBES ROD AXIS WITHOUT CONTACTING ANY OBJECT. MOUNTING, FAN AND MOTOR,HEATING ELEMENTS AND WALL BOX.UL LISTED AND WIRED PER NEC. 2. NUMBER,SIZE,CAPACITY AND LOCATION OF SEISMIC RESTRAINT DEVICES AND ANCHORS FOR VIBRATION-ISOLATION SEPARATED BY A MINIMUM OF 1/2-INCH THiCK,60-DUROMETER NEOPRENE. INCLUDE STEEL AND NEOPRENE 3. UNLESS OTHERWISE NOTED,AIR SUPPLY UNiTS WITH INTERNALLY ISOLATED FANS DO NOT REQUIRE ISOLATING 19-)23.1 ` B. CABINET:20 GAUGE ZINC COATED STEEL, 16 GAUGE PAINTED EXTERIOR GRILLE. AND SUSPENDED EQUIPMENT.PROVIDE CALCULATIONS AND TEST DATA VERIFYING HORIZONTAL AND VERTICAL VERTICAL-LIMIT STOPS ARRANGED TO PREVENT VERTICAL TRAVEL IN BOTH DIRECTIONS.DESIGN SUPPORT FOR A HANGERS FOR CONNECTING PIPES AND DUCTWORK. DRAWN BY : C. FAN AND MOTOR:PROPELLER TYPE FAN,TOTALLY ENCLOSED MOTOR WITH PERMANENTLY LUBRICATED BEARINGS AND RATINGS OF SEISMIC RESTRAINT DEVICES. MAXIMUM LOAD ON ISOLATION MATERIAL OF 500 PSIG(3.45 MPA)AND FOR EQUAL RESISTANCE IN ALL DIRECTIONS. 4. WHERE PARALLEL RUNNING PIPES ARE HUNG TOGETHER ON AN ISOLATED TRAPEZE,PROVIDE ISOLATOR THERMAL OVERLOAD PROTECTION,VANDAL PROOF. 3. NUMBER,SIZE,CAPACITY AND LOCATION OF BRACES AND ANCHORS FOR SUSPENDED PIPING AND DUCTWORK ON MASON TYPE:ADA. DEFLECTIONS FOR LARGEST DETERMINED BY PROVISIONS FOR PIPE ISOLATION.DO NOT MIX ISOLATED AND TE D. HEATING ELEMENT:SEALED TUBULAR TYPE WITH FINNED HEATING ELEMENTS,MANUAL RESET THERMAL LIMIT SAFETY AS-BUILT PLAN DRAWINGS. K. TYPE 8-RESILIENT PIPE VERTICAL SLIDING GUIDE:TELESCOPIC ARRANGEMENT OF 2 STEEL TUBES SEPARATED BY A NON-ISOLATED PIPES IN SAME TRAPEZE. SWITCH,FAN PURGE LIMIT TO DISSIPATE RESIDUAL HEAT ON HEATER SHUTDOWN. 4. MAXIMUM SEISMIC LOADS TO BE INDICATED ON DRAWINGS AT EACH BRACE LOCATION.DRAWINGS BEAR STAMP AND MINIMUM OF 1/2-INCH THICK,60-DUROMETER NEOPRENE. FACTORY SET GUIDE HEIGHT WITH A SHEAR PIN TO ALLOW 5. INSTALL LIMIT STOPS SO THEY ARE OUT OF CONTACT DURING NORMAL OPERATION. CHECKED BY . E. CONTROL: SIGNATURE OF REGISTERED PROFESSIONAL STRUCTURAL ENGINEER WHO DESIGNED LAYOUT OF BRACES. VERTICAL MOTION DUE TO PIPE EXPANSION AND CONTRACTION.SHEAR PIN BE REMOVABLE AND REINSERTABLE TO H. ADJUSTING: 1. BUILT-IN THERMOSTAT WITH ACCESSIBLE DISCONNECT SWITCH. 1.06WARRANTY ALLOW FOR SELECTION OF PIPE MOVEMENT.GUIDES BE CAPABLE OF MOTION TO MEET LOCATION REQUIREMENTS. JM MASON TYPE:VSG. PROVIDE PIPE EXPANSION HANGERS TO CONTROL LOAD SHIFTS AS THE RISER EXPANDS OR 1. ADJUST ISOLATORS AFTER PIPING SYSTEMS HAVE BEEN FiLLED AND EQUIPMENT IS AT OPERATING WEIGHT. PART 3-EXECUTION A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND CONTRACTS,MASON HES. 2. ADJUST LIMIT STOPS ON RESTRAINED SPRING ISOLATORS TO MOUNT EQUIPMENT AT NORMAL OPERATING HEIGHT. DATE : 3.01 GENERAL INSTALLATION REQUIREMENTS DIVISION 01,GENERAL REQUIREMENTS. L. TYPE FC-1,FLEXIBLE DUCT CONNECTORS.SEE SPECIFICATION SECTION 23 33 00 AIR DUCT ACCESSORIES. AFTER EQUIPMENT INSTALLATION IS COMPLETE,ADJUST LIMIT STOPS SO THEY ARE OUT OF CONTACT DURING A. AVOID INTERFERENCE WITH STRUCTURE AND WITH WORK OF OTHER TRADES,PRESERVING ADEQUATE HEADROOM AND 1.07EXTRA MATERIALS NORMAL OPERATION. )).)).2019 M. TYPE FC-2A,FLEXIBLE PIPE CONNECTOR,STEEL: CLEARING DOORS AND PASSAGEWAYS.CHECK EACH PIECE OF EQUIPMENT FOR DEFECTS,VERIFYING THAT ITEMS A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH 1. 321 STAINLESS STEEL,CLOSE PITCH,ANNULAR CORRUGATED HOSE. 3. ATTACH THRUST LIMITS AT CENTERLINE OF THRUST AND ADJUST TO A MAXIMUM OF 1/4-INCH MOVEMENT DURING REVISION : FUNCTION PROPERLY AND THAT ADJUSTMENTS HAVE BEEN MADE. PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WiTH LABELS DESCRIBING CONTENTS. START AND STOP. B. PRIOR TO ACCEPTANCE,THOROUGHLY CLEAN EXPOSED PORTIONS OF TERMINAL HEAT TRANSFER EQUIPMENT,REMOVE B. SEISMIC SNUBBER UNITS:FURNISH REPLACEMENT NEOPRENE INSERTS FOR SNUBBERS. 2. EXTERIOR SLEEVE:304 STAINLESS STEEL,BRAIDED. 3. PRESSURE RATING: 125 PSI AT 70 DEGREES F FOR 12-INCH AND SMALLER PIPE. 3.03 SEISMIC RESTRAINT DEVICES SHIPPING LABELS AND TRACES OF FOREIGN SUBSTANCE.TOUCH UP SCRATCHED SURFACES OF RADIANT PANELS WITH PART 2-PRODUCTS 4. JOINT:ANSI CLASS 150 CARBON STEEL FLANGES. FACTORY MATCHING PAINT. 2.01 MANUFACTURERS A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 3.02 ELECTRIC WALL HEATERS INSTALLATION 5. SIZE:USE PIPE SIZED UNITS. A. VIBRATION ISOLATION: 6. MINIMUM ALLOWABLE OFFSET:3/4-INCH ON EACH SIDE OF INSTALLED CENTER LINE. B. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND CERTIFIED SUBMITTAL DATA. A. DAMAGED COILS:MAKE EVERY EFFORT TO PREVENT DAMAGE TO BOTH BUILT-UP COILS AND COILS OF PACKAGED 1. THE VMC GROUP C. INSTALL AND ADJUST SEISMIC RESTRAINTS SO EQUIPMENT, PIPING AND DUCTWORK SUPPORTS ARE NOT DEGRADED BY EQUIPMENT.COMB DAMAGED COIL FINS TO BE STRAIGHT. 7. BASIS OF DESIGN:METRAFLEX MODEL MLP. RESTRAINTS. 2. B-LINE SYSTEMS, INC. N. TYPE FC-2B,FLEXIBLE PIPE CONNECTOR,COPPER: B. INSTALL PER MANUFACTURER'S INSTRUCTIONS.COMPLY WITH NEC AND UL LISTINGS. 3. KINETICS NOISE CONTROL,INC. D. RESTRAINTS MUST NOT SHORT CIRCUIT VIBRATION ISOLATION SYSTEMS OR TRANSMIT OBJECTIONABLE VIBRATION OR 1. INNER HOSE:BRONZE,CLOSE PITCH,ANNULAR CORRUGATED HOSE. C. INSTALL HEATERS IN PLACE WITH BOX TRIM FLUSH WITH FINISHED WALL. NOISE. 4. MASON INDUSTRIES, INC. 2. EXTERIOR SLEEVE: BRAIDED BRONZE(FOR PIPING OVER 2-INCHES,TO BE 3 POUND BRAIDED STAINLESS STEEL). D. INSTALL THERMOSTAT AS SHOWN ON DRAWINGS. PROVIDE CONTROL WIRING FROM THERMOSTAT TO UNIT. 5. M.W.SAUSSE-VIBREX E. INSTALL RESTRAINING CABLES AT EACH TRAPEZE, INDIVIDUAL PIPE HANGER AND HANGING VIBRATION ISOLATED END OF SECTION 3. MINIMUM ALLOWABLE PRESSURE RATING: 125 PSI AT 70 DEGREES F. EQUIPMENT.PROVIDE RESTRAINING CABLES IN EACH OF THE FOUR DIRECTIONS OF MOVEMENT.INSTALL RESTRAINING 6. WHERE MASON NUMBERS ARE SPECIFIED,EQUIVALENT PRODUCTS BY LISTED MANUFACTURERS ARE ACCEPTABLE. 4. JOINT:SWEAT ENDS. CABLES NO LESS THAN 45 DEGREES FROM VERTICAL.AT TRAPEZE ANCHOR LOCATIONS,SHACKLE PIPING TO TRAPEZE. 7. OR APPROVED EQUIVALENT. 5. SIZE: USE PIPE SIZED UNITS. INSTALL CABLES SO THEY DO NOT BEND ACROSS SHARP EDGES OF ADJACENT EQUIPMENT OR BUILDING STRUCTURE. SECTION 23 05 48-VIBRATION AND SEISMIC CONTROLS FOR HVAC EQUIPMENT B. SEISMIC RESTRAINT DEVICES: PART 1-GENERAL 6. MINIMUM ALLOWABLE OFFSET:3/8-INCH ON EACH SIDE OF INSTALLED CENTER LINE. F. INSTALL STEEL ANGLES OR CHANNEL,SIZED TO PREVENT BUCKLING,CLAMPED WITH DUCTILE-IRON CLAMPS TO HANGER 1. THE VMC GROUP 7. BASIS OF DESIGN:METRAFLEX MODEL BBS. RODS FOR TRAPEZE AND INDIVIDUAL PIPE HANGERS.AT TRAPEZE ANCHOR LOCATIONS,SHACKLE PIPING TO TRAPEZE. 1.01SUMMARY 2. B-LINE SYSTEMS,INC. REQUIREMENTS APPLY EQUALLY TO HANGING EQUIPMENT.DO NOT WELD ANGLES TO RODS. A. WORK INCLUDED: 0. TYPE FC-2C,FLEXIBLE PIPE CONNECTOR,GAS: 3. KINETICS NOISE CONTROL, INC. 1. INNER HOSE:304 STAINLESS STEEL. 3.04 FACTORY FINISHES 1. VIBRATION ISOLATION 4. MASON INDUSTRIES, INC. A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 2. SEISMIC RESTRAINT DEVICES 2. EXTERIOR SLEEVE:BRAIDED,304 STAINLESS STEEL. 5. M.W.SAUSSE-VIBREX 3. MINIMUM ALLOWABLE PRESSURE RATING: 150 PSI AT 70 DEGREES F UP TO 4-INCH PIPE. B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 3. FACTORY FINISHES 6. CALIFORNIA DYNAMICS CORPORATION 4. JOINT:THREADED CARBON STEEL. C. FINISHES TO BE FACTORY-APPLIED. NO FIELD PATCHING OR HOLIDAYS ALLOWED. 4. SEISMIC-BRACING/RESTRAINT DEVICES/SYSTEMS FOR EQUIPMENT,PIPING AND DUCTWORK 7. COOPER B-LINE TOLCO 5. MINIMUM ALLOWABLE OFFSET:3/4-INCH ON EACH SIDE OF INSTALLED CENTER LINE. 3.05 SEISMIC-BRACING/RESTRAINT DEVICES/SYSTEMS FOR EQUIPMENT,PIPING AND DUCTWORK B. GENERAL: 8. UNISTRUT DIVERSIFIED PRODUCTS CO.;WAYNE MANUFACTURING DIVISION. 6. BASIS OF DESIGN:METRAFLEX GASCT. A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 1. VIBRATION ISOLATION FOR MECHANICAL DUCTWORK,PIPING AND EQUIPMENT. 9. HILTI,INC. 2.03 SEISMIC RESTRAINT DEVICES B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 2. SEISMIC RESTRAINT FOR MECHANICAL DUCTWORK, PIPING AND EQUIPMENT. 10.OR APPROVED EQUIVALENT. 3. SEISMIC CERTIFICATION FOR EQUIPMENT,HANGERS AND SYSTEMS A. RESILIENT ISOLATION WASHERS AND BUSHINGS: 1-PIECE,MOLDED,BRIDGE-BEARING NEOPRENE COMPLYING WITH C. ADJUST SEISMIC RESTRAINTS TO PERMIT FREE MOVEMENT OF EQUIPMENT WITHIN NORMAL MODE OF OPERATION. C. FACTORY FINISHES: AASHTO M 251 AND HAVING A DUROMETER OF 50,PLUS OR MINUS 5,WITH A FLAT WASHER FACE. END OF SECTION 4. SPECIAL INSPECTIONS FOR SYSTEMS. 1. KYNAR 500 FLUOROPOLYMER COATING B. SEISMIC SNUBBERS:FACTORY FABRICATED USING WELDED STRUCTURAL-STEEL SHAPES AND PLATES,ANCHOR BOLTS C. SCOPE OF WORK: 2. OR APPROVED EQUIVALENT. AND REPLACEABLE RESILIENT ISOLATION WASHERS AND BUSHINGS.SNUBBER LOAD RATING TO MATCH EQUIPMENT SIZE. 1. VIBRATION ISOLATION AND SEISMIC RESTRAINT OF NEW EQUIPMENT AND SYSTEMS WITHIN PROJECT BOUNDARY D. SEISMIC-BRACING/RESTRAINT DEVICES/SYSTEMS FOR EQUIPMENT,PIPING AND DUCTWORK: MASON TYPE:Z-1011 OR Z-1225. DEFINED IN ARCHITECTURAL DRAWINGS. 1. THE VMC GROUP 1. ANCHOR BOLTS FOR ATTACHING TO CONCRETE BE SEISMIC-RATED,DRILL-IN AND STUD-WEDGE OR FEMALE-WEDGE 2. VIBRATION ISOLATION AND SEISMIC RESTRAINT OF NEW EQUIPMENT AND SYSTEMS IN EXISTING BUILDINGS TO POINTS 2. KINETICS NOISE CONTROL,INC. TYPE. OF CONNECTION WITH EXISTING SYSTEMS. 2. RESILIENT ISOLATION WASHERS AND BUSHINGS: 1-PIECE, MOLDED,BRIDGE-BEARING NEOPRENE COMPLYING WITH 3. SEISMIC RESTRAINT OF EXISTING SYSTEMS AND EQUIPMENT SHOWN ON DRAWINGS,WITHIN PROJECT BOUNDARY 3. MASON INDUSTRIES,INC. AASHTO M 251 AND HAVING A DUROMETER OF 50,PLUS OR MINUS 5. DEFINED IN ARCHITECTURAL DRAWINGS. 4. HILTI,INC. 5. COOPER B-LINE, INC. C. RESTRAINING CABLES:GALVANIZED STEEL AIRCRAFT CABLES WITH END CONNECTIONS MADE OF STEEL ASSEMBLIES 4. PROVIDE SUPPLEMENTARY STRUCTURAL STEEL FOR SEISMIC RESTRAINT SYSTEMS. NO HANGING FROM ROOF DECKTHAT SWIVEL TO FINAL INSTALLATION ANGLE AND UTILIZE TWO CLAMPING BOLTS FOR CABLE ENGAGEMENT.MASON IS PERMITTED ON THIS PROJECT,UNLESS SPECIFICALLY ALLOWED BY STRUCTURAL ENGINEER OF RECORD IN 6. CALIFORNIA DYNAMICS CORPORATION TYPE:SCB. WRITING PRIOR TO BID. 7. UNISTRUT D. ANCHOR BOLTS:SEISMIC-RATED,DRILL-IN AND STUD-WEDGE OR FEMALE-WEDGE TYPE.SELECT ANCHOR BOLTS WITH 1.02RELATED SECTIONS 8. ISAT, INC. STRENGTH REQUIRED FOR ANCHOR AND AS TESTED ACCORDING TO ASTM E 488/E 488M. A. CONTENTS OF DIVISION 23,HVAC AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. 9. WHERE MASON NUMBERS ARE SPECIFIED, EQUIVALENT PRODUCTS BY LISTED MANUFACTURERS ARE ACCEPTABLE. 2.04 FACTORY FINISHES 1.03REFERENCES AND STANDARDS 10.OR APPROVED EQUIVALENT. A. PROVIDE MANUFACTURER'S STANDARD PRIME-COAT FINISH READY FOR FIELD PAINTING.UNITS MOUNTED OUTDOORS A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01, 2.02 VIBRATION ISOLATION EXPOSED TO WEATHER:EPDXY POWDER COATED,WITH 1000 HOUR SALT SPRAY RATING PER ASTM B-117.FOR HIGH GENERAL REQUIREMENTS. A. TYPE 1-NEOPRENE PAD: NATURAL RUBBER WAFFLE PADS,ARRANGED IN SINGLE OR MULTIPLE LAYERS,3/4-INCH THICK LEVELS OF CORROSION PROTECTION UTILIZE: 1.04SUBMITTALS PER LAYER WITH PATTERN REPEATING ON 1/2-INCH CENTERS;50 DUROMETER HARDNESS;MAXIMUM LOADING 60 PSI. 1. CONFORM TO AAMA 605.2. A. SUBMITTALS AS REQUIRED BY SECTION 23 00 00,HVAC BASIC REQUIREMENTS AND DIVISION 01,GENERAL MINIMUM 1/4-INCH THICK STEEL LOAD DISTRIBUTION PLATE AND 1/16-INCH SHIM PLATES BETWEEN LAYERS,FACTORY CUT 2. APPLY COATING FOLLOWING CLEANING AND PRETREATMENT. REQUIREMENTS. TO SIZES MATCHING REQUIREMENTS OF SUPPORTED EQUIPMENT. MOLDED BRIDGE WITH NEOPRENE ANCHOR BOLT 3. CLEANING:AA-C12C42R1X. BUSHING AND FLAT WASHER FACE TO PREVENT METAL TO METAL CONTACT. NUMBER OF LAYERS REQUIRED FOR 4. DRY SYSTEM BEFORE FINAL FINISH APPLICATION. B. IN ADDITION,PROVIDE: EQUIPMENT SCHEDULED.MASON TYPE:SUPER WMH. 1. VIBRATION ISOLATION: B. TYPE 2-NEOPRENE MOUNT:DOUBLE-DEFLECTION TYPE,WITH DUCTILE-IRON HOUSING CONTAINING TWO SEPARATE AND 5. TOTAL DRY FILM THICKNESS:APPROXIMATELY 1.2 MILS,WHEN BAKED AT 450 DEGREES F FOR 10 MINUTES. a. PRODUCT DATA: PROVIDE CATALOG DATA INDICATING SIZE,TYPE,LOAD AND DEFLECTION OF EACH ISOLATOR;AND OPPOSING,OIL-RESISTANT NATURAL RUBBER OR BRIDGE BEARING NEOPRENE ELEMENTS,FACTORY-DRILLED, B. FINISH: PERCENT OF VIBRATION TRANSMITTED BASED ON LOWEST DISTURBING FREQUENCY OF EQUIPMENT. ENCAPSULATED TOP PLATE FOR BOLTING TO EQUIPMENT AND WITH BASEPLATE FOR BOLTING TO STRUCTURE. 1. MANUFACTURER'S STANDARD PAINT APPLIED TO FACTORY-ASSEMBLED AND FACTORY-TESTED EQUIPMENT BEFORE SPECIFICATIONS b. SHOP DRAWINGS:SHOWING COMPLETE DETAILS OF CONSTRUCTION FOR STEEL AND CONCRETE BASES NEOPRENE ELEMENTS TO PREVENT METAL TO METAL CONTACT DURING NORMAL OPERATION.MINIMUM STATIC SHIPPING. - MECHANICAL INCLUDING: DEFLECTION OF 0.20-INCHES.MASON TYPE:BR. 2. POWDER COATING ON SPRINGS AND HOUSINGS. 1) FABRICATION,INCLUDING ANCHORAGES AND ATTACHMENTS TO STRUCTURE AND TO SUPPORTED EQUIPMENT. C. TYPE 3-SPRING: FREESTANDING, LATERALLY STABLE,OPEN-SPRING ISOLATORS. 3. HARDWARE BE ELECTROGALVANIZED. HOT-DIP GALVANIZE METAL COMPONENTS FOR EXTERIOR USE. INCLUDE AUXILIARY MOTOR SLIDES AND RAILS,BASE WEIGHTS,EQUIPMENT STATIC LOADS,POWER 1. OUTSIDE SPRING DIAMETER:NOT LESS THAN 80 PERCENT OF COMPRESSED HEIGHT OF SPRING AT RATED LOAD. 4. BAKED ENAMEL FOR METAL COMPONENTS ON ISOLATORS FOR INTERIOR USE. TRANSMISSION,COMPONENT MISALIGNMENT AND CANTILEVER LOADS. 2. MINIMUM ADDITIONAL TRAVEL:50 PERCENT OF REQUIRED DEFLECTION AT RATED LOAD. 5. COLOR-CODE OR OTHERWISE MARK VIBRATION ISOLATION AND SEISMIC-CONTROL DEVICES TO INDICATE CAPACITY 2) EQUIPMENT MOUNTING HOLES. 3. LATERAL STIFFNESS: MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS. RANGE. 3) DIMENSIONS. . 4. OVERLOAD CAPACITY:SUPPORT 200 PERCENT OF RATED LOAD,FULLY COMPRESSED,WITHOUT DEFORMATION OR 2.05 SEISMIC-BRACING/RESTRAINT DEVICES/SYSTEMS FOR EQUIPMENT,PIPING AND DUCTWORK 4) SIZE AND LOCATION OF CONCRETE AND STEEL BASES AND CURBS. FAILURE. A. GENERAL REQUIREMENTS FOR RESTRAINT COMPONENTS:RATED STRENGTHS,FEATURES AND APPLICATIONS TO BE AS 5) ISOLATION SELECTED FOR EACH SUPPORT POINT. 5. BASEPLATES: FACTORY DRILLED FOR BOLTING TO STRUCTURE AND BONDED TO 1/4-INCH-THICK,NATURAL RUBBER DEFINED IN REPORTS BY AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 6) DETAILS OF MOUNTING BRACKETS FOR ISOLATOR. OR BRIDGE BEARING NEOPRENE ISOLATOR PAD ATTACHED TO BASEPLATE UNDERSIDE.BASEPLATES LIMIT FLOOR B. STRUCTURAL SAFETY FACTOR:ALLOWABLE STRENGTH IN TENSION,SHEAR AND PULLOUT FORCE OF COMPONENTS BE 7) WEIGHT DISTRIBUTION FOR EACH ISOLATOR. LOAD TO 100 PSIG(690 KPA). AT LEAST FOUR TIMES MAXIMUM SEISMIC FORCES TO WHICH THEY WILL BE SUBJECTED. 8) DETAILS OF SEISMIC SNUBBERS. 6. TOP PLATE AND ADJUSTMENT BOLT:THREADED TOP PLATE WiTH ADJUSTMENT BOLT AND CAP SCREW TO FASTEN C. ANCHOR BOLTS FOR ATTACHING TO CONCRETE TO BE SEISMIC-RATED,DRILL-IN AND STUD-WEDGE OR FEMALE-WEDGE 9) CODE NUMBER ASSIGNED TO EACH ISOLATOR. AND LEVEL EQUIPMENT. TYPE. INTERFACE 7. BRACKETS:MANUFACTURER'S STANDARD BRACKET,UTILIZE HEIGHT SAVING BRACKETS TO ACCOMMODATE HEIGHT * ENGINEERING c. DESIGN CALCULATIONS:PROVIDE CALCULATIONS FOR SELECTING VIBRATION ISOLATORS AND FOR DESIGNING D. RESILIENT ISOLATION WASHERS AND BUSHINGS:OIL-AND WATER-RESISTANT NEOPRENE. VIBRATION ISOLATION BASES. RESTRICTIONS. E. MAXIMUM 1/4-INCH AIR GAP AND MINIMUM 1/4-INCH THICK RESILIENT CUSHION. 2. SEISMIC RESTRAINT: 8. MASON TYPE:SLFH OR SLF. PROJECT 2019-0641 PART 3 EXECUTION a. SHOP DRAWINGS:SHOW COMPLIANCE WITH REQUIREMENTS OF QUALITY ASSURANCE ARTICLE OF THIS SECTION. D. TYPE 4A-RESTRAINED SPRING ISOLATORS: FREESTANDING,STEEL,OPEN-SPRING ISOLATORS WITH SEISMIC RESTRAINT. CONTACT TAYLOR EDWARDS 3.01 GENERAL INSTALLATION REQUIREMENTS M 0 • 8 SHOP DRAWINGS TO BE STAMPED BY A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN STATE OF OREGON. 1. HOUSING:STEEL WITH RESILIENT VERTICAL-LIMIT STOPS(OUT OF CONTACT DURING NORMAL OPERATION)TO A. SET FLOOR-MOUNTED EQUIPMENT WITH STEEL BASE RAILS ON MINIMUM 4-INCH-HIGH CONCRETE HOUSEKEEPING PADS. 100 SW Main Street,Suite 1600 b. CALCULATIONS:SUBMIT SEISMIC CALCULATIONS INDICATING RESTRAINT LOADINGS RESULTING FROM DESIGN PREVENT SPRING EXTENSION DUE TO WIND LOADS OR IF WEIGHT IS REMOVED;FACTORY-DRILLED BASEPLATE t Portland,OR 97204 - SEISMIC FORCES.INCLUDE ANCHORAGE DETAILS AND INDICATE QUANTITY,DIAMETER AND DEPTH OF BONDED TO 1/4-INCH THICK,NATURAL RUBBER OR BRIDGE BEARING NEOPRENE ISOLATOR PAD ATTACHED TO EXTEND PAD MINIMUM 6-INCHES BEYOND FOOTPRINT OF EQUIPMENT IN EACH DIRECTION,BUT NOT LESS THAN TWICE TEL 503.382.2266 www.i nte rfaceeng ineering corn \\pdx- roi3\pdx roiects\2019 2019-0641\cad\mechanical 0641 m0,2-m0.8. w L 11/7/2019 12:48:23 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,;TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641 M0.2 - M0.8.DWG - MO.8 I EDIT: 11/11/2019 4:23 PM BY TAYLORE I PLOT: 11/11/2019 4:26 PM BY TAYLOR EDWARDS ��R�O PROFFS' �5 G 1 N 84920916:6:::`� �+GENERAL MECHANICAL NOTES ' � JOREGO E5, \, A. 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'I • I IIIi _ 4 ; OVERALL / -77--/- t PLAN '+J / . - - Iiir - ` 1 MECHANICAL , 1 I/ — ........_.._...... .... —l.._ . * INTERFACE 1 OVERALL PLAN - MECHANICAL ENGINEERING o R 2019-0641 7711 H 0 8' 16' 24' CONTACT TAYLOR EDWARDS 100 SW Main Street,Suite 1600 SCALE: 3132"=1'-0" Portland, 9 204 Ta 503.382.2266 www,interfaceeng ineering.com pdx�-p rola\pdx roects 2019\2019-0641\cad\me hanfcaf\o641m2.� dwg loll al2oiv 953 Ann ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER 3TANGE ASSOCIATES ARCHITECTS, INC. FIL : U641M2.�.:3WG — LAYOUTI EDIT: 11/11/2p19 4:23 PM BY TAYLORE PLOT: 11/11/2019 4:26 PM BY TAYLOR EDWARDS mac.. \-\ L N FF,�oIv 84929 OREGON p --7�.(c vSNE 5.`2-1 \ \ N,'-. S M. McC\--\' r---\ I 11 EXPIRES: 12/31/20 1 i / ' C/') / • W E V o 01L.._..______ _/ , .. /.. .... / / / ,.. lig / Q a • , ' E . / 0 110 I/ , / ,/ , 0 0 0 li DI 10 i / I / , ,/ v) 7 00 /////1/: / ...•••• ... 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McC\-°' ELECTRIC WALL HEATER SCHEDULE I EXPIRES: 12/31/20 I BASIS OF DESIGN ELECTRICAL MAX HEAT WT N SYMBOL AREA SERVED MFR MODEL VOLTS PH KW STAGES (LBS) NOTES • 0 EWH-1 UNISEX RESTROOM 108 QMARK CWH1101DSF 120 1 1 2 10 > .— EWH-2 UNISEX RESTROOM 109 QMARK CWH1101DSF 120 1 1 2 10 0 -4— EWH- 3 SPRINKLER/RISER ROOM QMARK CWH1101DSF 120 1 1 2 10 L 0 FAN SCHEDULE Q 0 ° a BASIS OF DESIGN ELECTRICAL 92 0 AIR MAX 0 0 FLOW ESP DESIGN SOUND WT _ .32 SYMBOL AREA SERVED MFR MODEL TYPE DRIVE (CFM) (IN H20) RPM (SONES) VOLTS PH MHP (LBS) NOTES 0... EF-1 RESTROOMS GREENHECK CUE-70-VG ROOFTOP DIRECT 150 0.25 832 0.3 120 1 0.07 22 1,2, 3,4, 5 4 0 0 NOTES: D E- c 1 INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. V /) CT 0 C 2 PROVIDE WITH 12"(H)ALUMINUM ROOF CURB WITH FACTORY-OPTION INTEGRAL DAMPER TRAY. 1" RIGID INSULATION LINER(GREENHECK GPF OR EQUAL). �+ a) W 3 PROVIDE WITH VARI-GREEN ECM MOTOR WITH MANUAL SPEED CONTROL DIAL ON MOTOR. n 1 (/1 4 FACTORY OPTION NEMA-3R SERVICE DISCONNECT PROVIDED WITH FAN FOR FIELD INSTALLATION. W `� .5 E 5 PROVIDE WITH BACKDRAFT DAMPER IN CURB DAMPER TRAY. v) 0 r° -I— cn 3 0 AIR CURTAIN SCHEDULE t""' > I C BASIS OF DESIGN ELECTRICAL L. O U _ AIR MAX APPROX. MAX 0 � f_ FLOW VELOCITY SOUND DIMS WT `f �0 SYMBOL AREA SERVED MFR MODEL TYPE DRIVE (CFM) (FPM) (SONES) VOLTS PH MHP (LxWxH) (LBS) NOTES Z —0 0 "C CL AC-1 MAIN ENTRY MARS LPV284 UNHEATED DIRECT 2100 1800 6 120 1 1/3 86x9x8 75 1, 2 0 AC-2 GARDEN ENTRY MARS LPV260 UNHEATED DIRECT 1500 1800 6 120 1 1/6 60x9x8 48 1,2 L. AC-3 SERVICE AREA ENTRY MARS LPV296 UNHEATED DIRECT 2400 1800 6 120 1 1/3 98x9x8 83 1,2 0 0 {/') V) NOTES: V Q i" 1 INSTALL PER MANUFACTURER'S INSTRUCTIONS U 0) C a 2 COORDINATE COLOR AND FINISHES WITH ARCHITECT < ,O PROJECT NO. DIFFUSER, REGISTER AND GRILLE SCHEDULE 19-123.1 t SYMBOL TYPE FACE FACE SIZE NECK SIZE FRAME DAMPER FINISH BASIS OF DESIGN NOTES DRAWN BY : SG-1 LOUVERED SUPPLY GRILLE DOUBLE DEFL. SEE PLANS SEE PLANS DUCT DIRECT NONE COORD.W/ARCH TITUS 300RL 1,4 TE CEG-1 CEILING EXHAUST GRILLE PERFORATED SEE PLANS SEE PLANS LAY-IN NONE COORD. W/ARCH TITUS PAR 1,2, 3 RG-1 LOUVERED RETURN GRILL 35° FIXED DEFL. SEE PLANS SEE PLANS DUCT DIRECT NONE COORD. W/ARCH TITUS 350R 1 CHECKED BY JM NOTES: DATE : 1 COORDINATE NECK SIZES AND AIRFLOW PATTERN WITH DRAWINGS. 2 PROVIDE PLASTER FRAME FOR HARD-LID CEILING INSTALLATIONS (TITUS TRM) 11.11.2019 3 PROVIDE INTEGRAL DAMPER OPTION WHERE VOLUME DAMPERS CANNOT BE ACCESS ABOVE HARD CEILINGS. REVISION : 4 PROVIDE SADDLE TAKE-OFF BOX. MINIMUM LENGTH 6" FROM DUCT SURFACE PACKAGED ROOFTOP UNIT SCHEDULE (GAS HEAT) BASIS OF DESIGN SUPPLY FAN DX COOLING COIL POWER EXHAUST ELECT UNIT ELECTRICAL SUPPLY/ MIN TOTAL SENS MIN COOL FILTER MAX NOM RETURN TOTAL OSA ESP MOTOR FAN CAP CAP COMPRESSOR CIRCUIT EFFICIENCY EAT LAT OUTPUT THERMAL EAT LAT EFFICIENCY MOTOR WT SYMBOL AREA SERVED MFR MODEL TON CONFIGURATION CFM CFM (IN H20) HP RPM (MBH) (MBH) QTY/TYPE QTY STAGING (EER) (F°) (F°) (MBH) STAGES EFF (%) (F°) (F°) (MERV) VOLTS PH FLA HP VOLTS PH MCA MOCP (LBS) NOTES AHU-1 LOWER/UPPER SALES TRANE YZC102 8.5 DOWNFLOW 2835 985 0.75 2.75 1071 95.4 83.8 2/SCROLL 2 2 12.6 80 55 97.2 2 80 54 86 8 208 3 2.3 0.5 208 3 42 60 1193 1,2, 3, 4,5, 6, 7 AHU-2 LOWER/UPPER SALES TRANE YZD150 12.5 DOWNFLOW 3685 1839 0.75 3 568 144.8 125.1 2/SCROLL 2 2 12.4 82 55 200 2 80 49 95 8 208 3 9.1 2 208 3 71 80 2550 1,2, 3,4, 5, 6, 7 NOTES: - 1 INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2 PROVIDE FULL-PERIMETER INSULATED FACTORY ROOF CURB FLASHED TO ROOF. COORDINATE FLASHING WITH ROOFING CONTRACTOR. 3 FACTORY-OPTION HINGED ACCESS DOORS. 4 INDIRECT-FIRED FACTORY-PACKAGED ALUMINIZED STEEL TUBULAR NATURAL-GAS HEAT EXCHANGER. CAPACITY AND STAGING AS INDICATED. 5 100% LOW-LEAK AIRSIDE ECONOMIZER WITH FACTORY-OPTION INTAKE HOOD WITH 1/2"ALUMINUM OR GALVANIZED STEEL MESH BIRDSCREEN. FIELD INSTALLED BY MECHANICAL CONTRACTOR. 6 PROVIDE WITH FIELD-INSTALLED MODULATING CENTRIFUGAL POWER EXHAUST. SEPARATE POWER SUPPLY, NOT POWERED FROM UNIT SINGLE-POINT. PAINTED TO MATCH BASE UNIT CASING. 7 PROVIDE WITH FACTORY MOUNTED DISCONNECT AND UNPOWERED CONVENIENCE OUTLET. s OUTSIDE AIR VENTILATION SCHEDULE - SINGLE ZONE SYSTEMS Az Rp Ra Pz Vbz EZ Voz NET DEFAULT PEOPLE AREA BREATHING ZONE ZONE OCCUPIABLE OCCUPANT OUTDOOR AIR OUTDOOR AIR DEFAULT ACTUAL ZONE OUTDOOR AIR OUTDOOR HVAC FLOOR AREA DENSITY RATE FLOW RATE ZONE ZONE AIRFLOW DISTRIBUTION AIRFLOW UNIT ROOM (SF) (#11000SF) (CFM/PERSON) (CFM/SQ FT) POPULATION POPULATION (CFM) EFFECTIVENESS (CFM) AHU-1 LOWER SALES, UPPERSALES NORTH 3,377 15 7.50 0.12 51 51 788 0.8 985 TOTAL 985 AHU-2 LOWER SALES, UPPER SALES SOUTH 5,870 15 7.50 0.12 89 89 1,372 0.8 1,715 C H E D U L ES AHU-2 103 OFFICE 92 5 5.00 0.06 1 2 16 0.8 19 AHU-2 104 STORAGE 200 0 0.00 0.12 0 1 24 0.8 30 — MECHANICAL AHU-2 106 SERVICE AREA 225 5 5.00 0.06 2 4 34 0.8 42 AHU-2 107 EMPLOYEE ROOM 107 5 5.00 0.06 1 4 26 0.8 33 TOTAL 1,839 0 INTERFACE ENGINEERING PROJECT 064E ill]CONTACT TAYLOR EDWARDSloiY 100 SW Main Street,Suite 1600 Portland,OR 97204 - TEL 503.382.2266 www.interfaceengineering.com \\pdx- roj3\pdx roects\2019\2019-0641\cad\me hanical\0641mS.1 dwg 10/14/2019 9:55 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER :TANGS ASSOCIATES ARCHITECTS,INC. FILE: 6 41 al.DWG — LAYOUTI r EDIT: 11/11/2019 4:25 PM BY TAYLORE PLOT: 11/11/2019 4:26 PM BY TAYLOR EDWARDS .,*kV P R Op -:3 �.G4NFac /0# ' 84929 � �*',J� , 2, 4! 0 �� OREGON q 9�F ✓(NE5,l4\\ vP CEILING STRUCTURE, ,9 47. McC\--\. 1 / EXPIRES: 12/31/20 I SUSPEND DUCTS WITH THREADED HANGER (/) RODS AND CONNECT a)• TO SHEET METAL HANGER STRAP. > ._ 30° OFFSET FROM 0 -I— L- SPIRAL WOUND HORIZONTAL. L.A. n, BIRDSCREEN r-"'" SUPPLY DUCT. VJ 1/4"x1/4" MESH. O n a MANUAL VOLUME DAMPER 1L COUNTERFLASHING. E T_ 0 CURB. LAG BOLTS. TAKE-OFF BOX SHALL 0 0 l_ 1 ON EACH SIDE. .- BACKDRAFT DAMPER. BE SIZED SUCH THAT �"� FACE GRILLE FITS FLUSH0 THESE TWOHANGERSFLASHING. DUCT SIZE AS NOTED ON PLANS. WITH EDGES OF TAP. 00) -'-oc ARE TO BE USED ON DUCTS THIS HANGER IS FOR ROOFING. OV TRANSITION AS REQUIRED TO EF S 1— o0a; 25"&LARGER(MAY BE USED ON SMALLER DUCTS). DUCTS 24"DIA. & �T' SIZE AS REQUIRED. • SMALLER �/.E /� 3/8" DIA. ROD OR � ��/ /////////1.1"X 16Ga. HANGER f STRAP. (TYPICAL) �` 2701"X 16Ga. �` ROOF DECK.J 0 �+ .I A �' `� HANGER STRAP SUPPLY GRILLE (WITH CANT STRIP. ADJUSTABLE DEFLECTORS). v) E, 1/4" BOLT, NUT& 3/8" BOLT, NUT& N'illif 0>STAR WASHER(TYP.) STAR WASHER NOTE:COORDINATE SIZE AND LOCATION OF ROOF PENETRATION WITH GENERAL CONTRACTOR. (rD 0 _ _7-1,,,i) COORDINATE ALL ROOFING AND CURB INSTALLATION WITH GENERAL CONTRACTOR. r 0) \ c : : . ono "_' ;, .) COLLARDRA1"X 16Ga. NTINUOU 2 ROOF EXHAUST FAN 4 SUPPLY DUCT TAKE-OFF L Q 0 _ AROUND DUCTNO SCALE M-EXHAUST 1-09 0 E `"/ ;: > ' ,: ' NO SCALE MHVDU12A 0 i E ° r °- F' NUT&LOCKNUT 1-1/8"X 12Ga. EACH STRAP ADJACENT SPLIT RING TO ONE ANOTHER AT 0 0 (/j COLLAR AROUND HANGER LOCATION. Q L- DUCT (TYPICAL) 0 CD o ROUND DUCT HANGER < „0 ......HANGER HANGER STRAP SECURE --� I"'imen _ TO STRUCTURE AS REQ'D LOCATE WITHIN 2 FT. OF PROJECT NO.1"X 16Ga. HANGER 3/8" DIA. ROD, OR 1"X 16Ga. 1/2" DIA. ROD. DIFFUSER CENTERLINE. - " STRAP, (TYP.) HANGER STRAP, (TYP.) (TYPICAL) . 19-123.1 ,.../- ,. 11 � DRAWN BY : " 2X2X1/8 ANGLE TOP TE 1 X 18Ga. FLEX DUCT, SEE STRAP OVER &BOTTOM PLAN FOR SIZE CHECKED BY : DUCT(TYP.) JM SHEET METAL f PROVIDE SMOOTH RADIUS DATE : • SCREWS CONNECTION, PROPERLY 11.11.2019 (TYPICAL) SUPPORT CHANNEL- INTEGRAL 11110, �II� 111110-1111111IIII- '��I TO AC UNIT. SUPPORT FLEX DUCT REVISION 11;_r FQR SMOOTH AIR FLOW `��; i_. •+y` •�, TO DIFFUSER ` \ • ill ,� PROVIDE SEISMIC ANCHORAGE ` ``� „7,11. 1 PER SPECIFICATIONS. k 30" .,% TRIM AT 45° 60" 61" .t HVAC UNIT. \`� MAX ANGLE(TYP.) MAX AND OVER SHT.MTL. PLENUM .. r RECTANGULAR DUCT HANGER I/ _ ,` f • RUBBER GASKET. �� l; q PROVIDE 2 ANGLE �•�� SHARP RADIUS ,,••► A J d CLIPS ON OPPOSITE ` %` NOT ACGETABLE PRE-FAB CURB BYk FASTEN STRAP SECURELY TO SIDES OF DIFFUSER �' NOTES: AC-UNIT MANUFACTURER. ;+ SCREW TO T-BAR , CHANNEL AND TO NAILER STRIP. °'� 1 1.5x RADIUS , . NAILER STRIP. 1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS. ♦♦' _ . FLASHING. j 2. ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN NOTE: , ♦�♦. ACCORDANCE WITH STRUCTURAL ENGINEERS REQUIREMENTS AND COORDINATE EXACT . RIGID RIGID INSULATION. z WEIGHT LIMITATIONS.ALL ATTACHMENT METHODS TO STRUCTURE DETAIL WITH HVAC ♦♦. SHALL BE SUBMITTED TO ARCHITECT AND STRUCTURAL ENGINEER UNIT MANUFACTURER. 4 ROOFING. , FOR REVIEW. ♦ : CANT STRIP. II' 1I.-3 if SECURELY FASTEN CURB �. ♦: 3. PROVIDE SWAY&SEISMIC BRACING PER THE LATEST EDITION OF ►4♦♦4LEVELING STRIP. CALIFORNIA BUILDING CODE. INDICATE LOCATIONS OF SEISMIC TO ROOF DECK PER �.r�♦� �Ilik SPECIFICATIONS. '�'='�' T-BAR TITUS-PAR PERFORATED FACE BRACING ON THE SHOP DRAWING SUBMITTALS. j ROOF DECK. ,�/ CEILING T-BAR LAY-IN i �'� I" CEILING RETURN 4. HANGER MATERIAL SUPPORTING FLEXIBLE DUCT SHALL IN NO CASE BE LESS THAN 1 1/2 INCHES WIDE. FLEXIBLE DUCT SHALL BE SUPPORTED PER MANUFACTURER'S RECOMMENDED MATERIALS, BUT NOTE: 1,4 AT NO GREATER DISTANCE THAN 4 FEET MAX. PERMISSIBLE SAG IS 1/2 PROVIDE BALANCING DAMPER INCHES PER FOOT OF SPACING BETWEEN SUPPORTS. .ROOF FRAMING (COORDINATE WITH STRUCTURAL). UPSTREAM OF FLEXDUCT 1 DUCT SUPPORT 3 AC UNIT CURB 5 CEILING RETURN/EXHAUST CONNECTION NO SCALE M-DUCT 2-11 NO SCALE MHVEQ07A NO SCALE M-DIFFUSER 2-06 DETAILS - MECHANICAL 0 INTERFACE ENGINEERING PROJECT 2019-0641 CONTACT TAYLOR EDWARDS M6 • 1 100 SW Main Street,Suite 1600 Portland,OR 97204 TEL 503.382.2266 www.interfaceeng ineering.com \\pdx- roi3\pdx roects\2019\2019-0641\cad\me hanical\0541m6.I dwg 110/14/20149:50:27 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER.;TANGS ASSOCIATES ARCHITECTS,INC. FILE: 0641 M6.1.DWG — LAYOUTI I EDIT: 11/11/2019 4:23 PM BY TAYLORE PLOT: 11/11/2019 4:26 PM BY TAYLOR EDWARDS ��c�ED P R OFFS PLUMBING SYMBOL LIST ;;\ G., 0%°9 ' 84929 GENERAL PLUMBING NOTES 2, NOTE: This is a standard symbol list and not all items listed may be used. yr, OREGON q N NORTH BLIND FLANGE A. PLUMBER SHALL COORDINATE THE LOCATION OF VENTS THRU THE ROOF.VENTS MUST BEA SFS, SNF 5 2� \' G Abbreviations II4i. McC\-� MINIMUM OF 10'-0"FROM AIR INTAKE PER CODE, NIC NOT IN CONTRACT !EXPIRES: 12/31/20 I # NUMBER D CAP B. PLUMBER SHALL DISINFECT POTABLE WATER SYSTEM AFTER EACH REMODEL SECTION PER NO. NUMBER SPECIFICATIONS AND STATE & LOCAL JURISDICTION. & AND (!) NTS NOT TO SCALE COTG CLEANOUT TO GRADE C. PROVIDE TRAP PRIMERS ON ALL HUB DRAINS,AND FLOOR DRAINS. nn�� (A) ABANDON IN PLACE D. DO NOT ATTACH SCREWS, NAILS, HANGERS OR FASTENERS OF ANY TYPE TO ROOF DECK. • W OD OVERFLOW DRAIN, OUTSIDE DIAMETER > '- (E) EXISTING CONCENTRIC REDUCER E. ALL PIPE DROPS IN SALES AREA FROM ROOF TO LOW WALLS OR EQUIPMENT SHALL BE O -I— OFCI OWNER FURNISHED, CONTRACTOR INSTALLED COORDINATED AND GROUPED TOGETHER WITH OTHER MECHANICAL PIPES. i- (F) (F) FUTURE DSN DOWNSPOUT NOZZLE F. THE PLUMBER SHALL POWER WASH ALL REMAINING EXISTING SANITARY LINES AND VERIFY 0 (N) NEW OFOI OWNER FURNISHED, OWNER INSTALLED O THAT THEY ARE ALL DRAINING PROPERLY. P PLUMBING, PUMP ECCENTRIC REDUCER G. PLUMBER SHALL COORDINATE THE LOCATION OF NEW AND EXISTING ROOFTOP UNIT AIR (R) RELOCATE/RELOCATED LOCATION INTAKE LOCATIONS WITH NEW VENTS THRU ROOF.VENTS MUST BE A MINIMUM OF 10'-0" E T. o PD PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGE FLOOR CLEANOUT FROM AIR INTAKE PER CODE. (X) DEMOLISH FCO 0 0 H. THE AS-BUILT DRAWINGS USED TO CREATE THESE DRAWINGS MAY NOT REFLECT EXACT @ AT PLBG PLUMBING FD ROUTING OR SIZES OF EXISTING PIPING. PLUMBER SHALL VERIFY ALL CONNECTION _ 5�... 1-9_ 0- I1 — FLOOR DRAIN REQUIREMENTS OF NEW PIPING TO EXISTING PIPING IN FIELD PRIOR TO START OF WORK 00 C3 ' FOOT, FEET POC POINT OF CONNECTION AND MAKE ADJUSTMENTS TO DESIGN AS REQUIRED.ALL WORK SHALL BE DONE PER STATE 0) FS FLOOR SINK AND LOCAL JURISDICTIONAL REQUIREMENTS. ..0 D E_ C A AQUASTAT,ARCHITECT, ANCHOR, AMPHERE PRV PRESSURE REDUCING VALVE Cd AFF ABOVE FINISHED FLOOR PSI POUNDS PER SQUARE INCH FLOW DIRECTION Cri N 0 AP ACCESS PANEL QTY QUANTITY (1) "' 5 E II HOSE BIBB/WALL HYDRANT C/) BFF BELOW FINISHED FLOOR RD ROOF DRAIN f.N (1) >• V) RPBP REDUCED PRESSURE BACKFLOW PREVENTER . OD OVERFLOW ROOF DRAIN BFP BACKFLOW PREVENTER 0 L 0 BLDG BUILDING RWL RAINWATER LEADER [ PIPE DROP U) BTUH BRITISH THERMAL UNITS PER HOUR S, SK SINK ID Z C a PIPE RISE Q _ CD CONDENSATE DRAIN SA SHOCK ARRESTOR OEF.... U CFH CUBIC FEET PER HOUR SAN SANITARY ---1 PUMP 0 0 SB SERVICE BOX U CFS CUBIC FEET PER SECOND RD O ROOF DRAIN CO CLEANOUT SD STORM DRAIN 0 0 Cf) 0 Q SHOCK ABSORBER/WATER HAMMER ARRESTOR O L.- CONT. CONT. CONTINUATION SF SQUARE FEET 0 0) o < •si. ,to CV CHECK VALVE SHT SHEET STRAINER 1— CW COLD WATER SOV SHUT OFF VALVE tilT&P RELIEF VALVE WITH PIPE TO DRAIN PROJECT NO. D DRAIN SP SUMP PUMP, STATIC PRESSURE 19-123.1 DCVA DOUBLE CHECK VALVE ASSEMBLY TEMP TEMPERATURE TEE DOWN ON PIPE DRAWN BY JMW - DET DOMESTIC EXPANSION TANK TP TRAP PRIMER, TOTAL PRESSURE o TEE UP ON PIPE CHECKED BY : DF DRINKING FOUNTAIN TYP TYPICAL VTR JM (3 VENT THROUGH ROOF DATE : DFU DRAINAGE FIXTURE UNIT U, UR URINAL WCO 11.11.2019 DN DOWN V VACUUM,VENT,VOLT 1 WALL CLEANOUT REVISION : DS DOWNSPOUT VTR VENT THRU ROOF Piping Systems DSN DOWNSPOUT NOZZLE W/ WITH DW DISHWASHER, DOMESTIC WATER W WASTE - COLD WATER PIPING DVW DRAINAGE,WASTE AND VENT WC WATER COLUMN, WATER CLOSET D CONDENSATE t INDIRECT DRAIN PIPING EWC ELECTRIC WATER COOLER WCO WALL CLEANOUT EH ELECTRIC WATER HEATER WH WATER HEATER,WALL HYDRANT -- HOT WATER PIPING W F FIRE, FAHRENHEIT WHA WATER HAMMER ARRESTOR ___ HOT WATER RETURN PIPING FCO FLOOR CLEANOUT WSFU WATER SUPPLY FIXTURE UNIT 2#G NATURAL GAS PIPING, 2 LB FD FLOOR DRAIN General G NATURAL GAS PIPING, 7"WC PRESSURE FFE FINISHED FLOOR ELEVATION FL FLOOR —x—x— DEMOLISH OD OVERFLOW DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR FT FEET EXISTING WORK SANITARY VENT PIPING FV FLUSH VALVE NEW WORK GPM GALLONS PER MINUTE SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHED FLOOR GWH GAS WATER HEATER ,' ,' PIPE OR CONDUIT BELOW GRADE .=.. 11,1 Immo SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHED FLOOR HB HOSE BIBB : CONTINUATION �.SD STORM DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR HVAC HEATING, VENTILATING AND AIR CONDITIONING SHEET INDEX ( , _X EQUIPMENT IDENTIFICATION �' um.SD�' STORM DRAIN PIPING BELOW GRADE OR FINISHED FLOOR HW HOT WATER LOCATION P0.1 COVER SHEET-PLUMBING HWFU HOT WATER FIXTURE UNIT (10EXTENT OF DEMOLITION P0.2 SPECIFICATIONS- PLUMBING TP TRAP PRIMER PIPING P0.3 SPECIFICATIONS- PLUMBING P0.4 SPECIFICATIONS-PLUMBING HWR HOT WATER RETURN (� FIXTURE TAG(LEVEL BELOW FIXTURE) HZ HERTZ tt �'�- �� P0.5 SPECIFICATIONS-PLUMBIN P0.6 SPECIFICATIONS- PLUMBING COVER SHEET Valves PD2.1 OVERALL DEMO PLAN-PLUMBING IN, " INCHES X KEYED NOTE PD2.2 ENLARGED DEMO PLAN-PLUMBING - PLUMBING BFP� BACKFLOW PREVENTER P2.1 OVERALL PLAN-PLUMBING P2.2 ROOF PLAN - PLUMBING INV INVERT ELEVATION 45 POINT OF CONNECTION P2.3 ENLARGED PLAN- PLUMBING !W INDIRECT WASTE ---47CHECK VALVE P5.1 SCHEDULES-PLUMBING P6.1 DETAILS-PLUMBING L LAVATORY Piping Fitting D4 SHUTOFF VALVE, GENERAL MIN MINIMUM r--, AP INTERFACE I I ACCESS PANEL 0 ENGINEERING MS MOP SINK J MX MIXING VALVE 4 AQUASTAT PROJECT 2019-0641 PO • 1 100 SW Main Street, Suite 1600 Portland,OR 97204 TEL 503.382.2266 www.interfaceengmeering.com \\pdx- roj3 pdx rojecis\2019\2019-0641\cod\me hanical 0641 0.1 dw 10/14/20199:56:37 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,;TANGE ASSOCIATES ARCHITECTS,INC. FILE: �64�P�1.DWG — 91=044,11,66V EDI : �1/1 't2019 9:55 AM BY JUSTINW ( PLOT: 11/13/2019 12:51 PM BY JUSTIN (MESE <cRs,t3 PR0 fiFss/oy SECTION 22 00 00-PLUMBING BASIC REQUIREMENTS b. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT/PRODUCTS ARE BEING PROPOSED,IT IS THE RESPONSIBILITY B. ELECTRICAL: FOR PLUMBING TRIM/DEVICES/EQUIPMENT,PROVIDE, FROM THE LINE VOLTAGE CONNECTION BY DIVISION 3.07 DELIVERY,STORAGE AND HANDLING �(D C\ N�F 9 PART 1 -GENERAL OF PARTIES CONCERNED,INVOLVED IN,AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO 26,THE LOW VOLTAGE ELECTRICAL CONNECTIONS AND WRING AS REQUIRED FOR COMPLETE AND OPERABLE SYSTEM. A. CONFIRM REQUIREMENTS IN DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 4 84929 VERIFY AND COMPARE THE CHARACTERISTICS AND REQUIREMENTS OF THAT FURNISHED TO THAT SPECIFIED INCLUDES,BUT IS NOT LIMITED TO: LOW VOLTAGE ELECTRICAL RACEWAY,WIRING AND ACCESSORIES,SUCH AS 1.01SECTION INCLUDES REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 22, PLUMBING SECTIONS e� T 0! a:k / AND/OR SHOWN.IF GREATER CAPACITY AND/OR MORE MATERIALS AND/OR MORE LABOR IS REQUIRED FOR THE STEP-DOWN TRANSFORMERS AS NECESSARY FOR FUNCTION OF SENSORS AND AUTOMATIC VALVE AND FAUCET AND THE FOLLOWING: a A. WORK INCLUDED IN 22 00 00, PLUMBING BASIC REQUIREMENTS APPLIES TO DIVISION 22,PLUMBING WORK TO PROVIDE ROUGH-IN,CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR,THEN PROVIDE CONTROLS.SUPPLY STEP-DOWN TRANSFORMERS AND SIZE WRING AS RECOMMENDED BY MANUFACTURER OFV� OREGON MATERIALS,LABOR,TOOLS,PERMITS,INCIDENTALS,AND OTHER SERVICES TO PROVIDE AND MAKE READY FOR OWNER'S 1. HANDLE MATERIALS DELIVERED TO PROJECT SITE WITH CARE TO AVOID DAMAGE.STORE MATERIALS ON SITE INSIDE Q COMPENSATION FOR ADDITIONAL CHARGES REQUIRED FOR THE PROPER ROUGH-IN,CIRCUITRY AND PLUMBING TRIM/FAUCETS REQUIRING ELECTRICAL LOW VOLTAGE CONNECTION. -9.4, vei 5 20�`N P USE OF PLUMBING SYSTEMS FOR PROPOSED PROJECT. BUILDING OR PROTECTED FROM WEATHER,DiRT AND CONSTRUCTION DUST.INSULATION AND LINING THAT BECOMES CONNECTIONS FOR THE EQUIPMENT BEING FURNISHED.NO ADDITIONAL CHARGES ABOVE THE BASE BID, PART 2-PRODUCTS WET FROM IMPROPER STORAGE AND HANDLING TO BE REPLACED BEFORE INSTALLATION.PRODUCTS AND/OR <<%0 NE L\' B. CONTRACT DOCUMENTS INCLUDE,BUT ARE NOT LIMITED TO,SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENT INCLUDING RESULTING CHARGES FOR WORK PERFORMED UNDER OTHER DIVISIONS,WILL BE ALLOWED FOR SUCH 2.01 MANUFACTURERS MATERIALS THAT BECOME DAMAGED DUE TO WATER,DIRT AND/OR DUST AS A RESULT OF IMPROPER STORAGE TO BE 111- N1CC+� AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,DRAWINGS,ADDENDA, REVISIONS.COORDINATE WITH THE REQUIREMENTS OF"SUBMITTALS".FOR ANY PRODUCT MARKED"OR REPLACED BEFORE INSTALLATION. OWNER/ARCHITECT AGREEMENT,AND OWNER/CONTRACTOR AGREEMENT.CONFIRM REQUIREMENTS BEFORE APPROVED EQUIVALENT",A SUBSTITUTION REQUEST MUST BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO A. ARTICLES,FIXTURES,AND EQUIPMENT OF A KIND TO BE STANDARD PRODUCT OF ONE MANUFACTURER,INCLUDING BUT EXPIRES: 12/31/20 _ COMMENCEMENT OF WORK. PURCHASE,DELIVERY OR INSTALLATION. NOT LIMITED TO FIXTURES,PUMPS,DRAINS AND EQUIPMENT. 2. PROTECT EQUIPMENT AND PIPE TO AVOID DAMAGE.CLOSE PIPE OPENINGS WITH CAPS OR PLUGS.KEEP MOTORS AND C. DEFINITIONS: 11. SHOP DRAWINGS:PROVIDE COORDINATED SHOP DRAWINGS WHICH INCLUDE PHYSICAL CHARACTERISTICS OF ALL 2.02 STANDARDS OF MATERIALS AND WORKMANSHIP BEARINGS IN WATERTIGHT AND DUSTPROOF COVERS DURING ENTIRE COURSE OF INSTALLATION. 1. PROVIDE:TO FURNISH AND INSTALL,COMPLETE AND READY FOR INTENDED USE. SYSTEMS, EQUIPMENT AND PIPING LAYOUT PLANS,AND CONTROL WRING DIAGRAMS. REFERENCE INDIVIDUAL A. BASE CONTRACT UPON FURNISHING MATERIALS AS SPECIFIED.MATERIALS, EQUIPMENT,AND FIXTURES USED FOR 3. PROTECT BRIGHT FINISHED SHAFTS,BEARING HOUSINGS AND SIMILAR ITEMS UNTIL IN SERVICE. 2. FURNISH:SUPPLY AND DELIVER TO PROJECT SITE,READY FOR UNPACKING,ASSEMBLY AND INSTALLATION. DIVISION 22, PLUMBING SECTIONS FOR ADDITIONAL REQUIREMENTS FOR SHOP DRAWINGS OUTSIDE OF THESE CONSTRUCTION ARE TO BE NEW, LATEST PRODUCTS AS LISTED IN MANUFACTURER'S PRINTED CATALOG DATA AND ARE 3.08 CLEANING N 3. INSTALL:INCLUDES UNLOADING,UNPACKING,ASSEMBLING,ERECTING,INSTALLATION,APPLYING,FINISHING, REQUIREMENTS. TO BE UL OR ETL APPROVED OR HAVE ADEQUATE APPROVAL OR BE ACCEPTABLE BY STATE,COUNTY,AND CITY A. CONFIRM CLEANING REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS,DIVISION 01, PROTECTING,CLEANING AND SIMILAR OPERATIONS AT PROJECT SITE AS REQUIRED TO COMPLETE ITEMS OF WORK a. PROVIDE SHOP DRAWINGS INDICATING SANITARY AND STORM CLEANOUT LOCATIONS AND TYPE TO ARCHITECT AUTHORITIES. GENERAL REQUIREMENTS,SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 22,PLUMBING 0 FURNISHED. FOR APPROVAL PRIOR TO INSTALLATION. B. NAMES AND MANUFACTURER'S NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT DESIRED AND ARE NOT TO BE SECTIONS. >p' .- 4. APPROVED OR APPROVED EQUIVALENT:TO POSSESS THE SAME PERFORMANCE QUALITIES AND CHARACTERISTICS b. PROVIDE SHOP DRAWINGS INDICATING ACCESS PANEL LOCATIONS,SiZE AND ELEVATION FOR APPROVAL PRIOR TO CONSTRUED AS LIMITING COMPETITION. B. UPON COMPLETION OF INSTALLATION,THOROUGHLY CLEAN EXPOSED PORTIONS OF EQUIPMENT,REMOVING AND FULFILL THE UTILITARIAN FUNCTION WITHOUT ANY DECREASE IN QUALITY,DURABILITY OR LONGEVITY.FOR INSTALLATION. C. HAZARDOUS MATERIALS: TEMPORARY LABELS AND TRACES OF FOREIGN SUBSTANCES.THROUGHOUT WORK,REMOVE CONSTRUCTION DEBRIS0 , EQUIPMENT/PRODUCTS DEFINED BY THE CONTRACTOR AS"EQUIVALENT",SUBSTITUTION REQUESTS MUST BE 12. SAMPLES:PROVIDE SAMPLES WHEN REQUESTED BY INDIVIDUAL SECTIONS. 1. COMPLY WITH LOCAL,STATE OF OREGON,AND FEDERAL REGULATIONS RELATING TO HAZARDOUS MATERIALS. AND SURPLUS MATERIALS ACCUMULATED DURING WORK. 1— SUBMITTED SUBMITTED TO ENGINEER FOR CONSIDERATION,IN ACCORDANCE WITH DIVISION 01,GENERAL REQUIREMENTS,AND 13. RESUBMISSION REQUIREMENTS: 2. COMPLY WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 3.09 INSTALLATION Li. ^` APPROVED BY THE ENGINEER PRIOR TO SUBMITTING BIDS FOR SUBSTITUTED ITEMS. a. MAKE ANY CORRECTIONS OR CHANGE IN SUBMITTALS WHEN REQUIRED. PROVIDE SUBMITTALS AS SPECIFIED.THE REQUIREMENTS FOR THIS PROJECT RELATING TO HAZARDOUS MATERIALS. A. CONFIRM INSTALLATION REQUIREMENTS IN DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS, DIVISION c w 5. AUTHORITY HAVING JURISDICTION(AHJ):INDICATES REVIEWING AUTHORITIES,INCLUDING LOCAL FIRE MARSHAL, ENGINEER WILL NOT BE REQUIRED TO EDIT AND/OR INTERPRET THE CONTRACTOR'S SUBMITTALS. INDICATE 3. DO NOT USE ANY MATERIALS CONTAINING A HAZARDOUS SUBSTANCE. IF HAZARDOUS MATERIALS ARE 01,GENERAL REQUIREMENTS,SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 22, OWNER'S INSURANCE UNDERWRITER,OWNER'S AUTHORIZED REPRESENTATIVE,AND OTHER REVIEWING ENTITY CHANGES FOR THE RESUBMITTAL IN A COVER LETTER WITH REFERENCE TO PAGE(S)CHANGED AND REFERENCE ENCOUNTERED,DO NOT DISTURB; IMMEDIATELY NOTIFY OWNER AND ARCHITECT. HAZARDOUS MATERIALS WILL BE PLUMBING SECTIONS. rn a WHOSE APPROVAL IS REQUIRED TO OBTAIN SYSTEMS ACCEPTANCE. RESPONSE TO COMMENT.CLOUD CHANGES IN THE SUBMITTALS. REMOVED BY OWNER UNDER SEPARATE CONTRACT. B. INSTALL EQUIPMENT AND FIXTURES IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS,PLUMB AND E V/ I.02RELATED SECTIONS 1) RESUBMIT FOR REVIEW UNTIL REVIEW INDICATES NO EXCEPTION TAKEN OR"MAKE CORRECTIONS AS NOTED". PART 3-EXECUTION LEVEL AND FIRMLY ANCHORED TO VIBRATION ISOLATORS.MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. (� A. CONTENTS OF SECTION APPLIES TO DIVISION 22,PLUMBING CONTRACT DOCUMENTS. 2) WHEN SUBMITTING DRAWINGS FOR ENGINEERS RE-REVIEW,CLEARLY INDICATE CHANGES ON DRAWINGS AND 3.01 ACCESSIBILITY AND INSTALLATION C. START UP EQUIPMENT,IN ACCORDANCE WITH MANUFACTURER'S START-UP INSTRUCTIONS,AND IN PRESENCE OFail 0 0 �+ B. RELATED WORK: "CLOUD"ANY REVISIONS.SUBMIT A LIST DESCRIBING EACH CHANGE. A. CONFIRM ACCESSIBILITY AND INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING MANUFACTURER'S REPRESENTATIVE.TEST CONTROLS AND DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. L-- 14.OPERATION AND MAINTENANCE MANUALS,OWNER'S INSTRUCTIONS: REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT. n 1. ADDITIONAL CONDITIONS APPLY TO THIS DIVISION INCLUDING,BUT NOT LIMITED TO: REQUIREMENTS,DIVISION 01,GENERAL REQUIREMENTS,SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND p LL. a. SUBMIT,AT ONE TIME,ELECTRONIC FILES(PDF FORMAT)OF MANUFACTURER'S OPERATION AND MAINTENANCE INDIVIDUAL DIVISION 22,PLUMBING SECTIONS. 1. DO NOT PLACE EQUIPMENT IN SUSTAINED OPERATION PRIOR TO INITIAL BALANCING OF PLUMBING SYSTEMS. v a. SPECIFICATIONS INCLUDING DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, s— GENERAL REQUIREMENTS. INSTRUCTION MANUALS AND PARTS LISTS FOR EQUIPMENT OR ITEMS REQUIRING SERVICING.INCLUDE VALVE B. INSTALL EQUIPMENT REQUIRING ACCESS(I.E.,DRAIN PANS,DRAINS,CONTROL OPERATORS,VALVES,MOTORS, 2. PROVIDE PUMP IMPELLERS TO OBTAIN BASIS OF DESIGN DESIGN CAPACITIES. �^.SUBMIT DATA WHEN WORK IS SUBSTANTIALLY COMPLETE AND IN SAME ORDER FORMAT AS SUBMITTALS. V CHARTS0 b. DRAWINGS INCLUDE NAME AND LOCATION OF SOURCE PARTS AND SERVICE FOR EACH PIECE OF EQUIPMENT. CLEANOUTS AND WATER HEATERS)SO THAT THEY MAY BE SERVICED,RESET, REPLACED OR RECALIBRATED BY SERVICE D. PROVIDE MISCELLANEOUS SUPPORTS/METALS REQUIRED FOR INSTALLATION OF EQUIPMENT AND PIPING. 0 0 } c. ADDENDA PEOPLE WITH NORMAL SERVICE TOOLS AND EQUIPMENT. DO NOT INSTALL EQUIPMENT IN OBVIOUS PASSAGEWAYS, 3.10 PAINTING 1) INCLUDE COPY OF APPROVED SUBMITTAL DATA ALONG WITH SUBMITTAL REVIEW LETTERS RECEIVED FROM DOORWAYS,SCUTTLES OR CRAWLSPACES WHICH WOULD IMPEDE OR BLOCK INTENDED USAGE. Dc d. OWNER/ARCHITECT AGREEMENT ENGINEER.DATA TO CLEARLY INDICATE INSTALLED EQUIPMENT MODEL NUMBERS.DELETE OR CROSS OUT A. CONFIRM REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 09,FINISHES.IN ABSENCE OF SPECIFIC C. INSTALL EQUIPMENT AND PRODUCTS COMPLETE AS DIRECTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 22,PLUMBING SECTIONS AND THE FOLLOWING: e. OWNER/CONTRACTOR AGREEMENT DATA PERTAINING TO OTHER EQUIPMENT NOT SPECIFIC TO THIS PROJECT. OBTAIN INSTALLATION INSTRUCTIONS FROM MANUFACTURER PRIOR TO ROUGH-IN OF EQUIPMENT AND EXAMINE 0 f. CODES,STANDARDS,PUBLIC ORDINANCES AND PERMITS 2) INCLUDE COPY OF MANUFACTURER'S STANDARD OPERATIONS AND MAINTENANCE FOR EQUIPMENT.AT FRONT 1. FERROUS METAL:AFTER COMPLETION OF PLUMBING WORK,THOROUGHLY CLEAN AND PAINT EXPOSED SUPPORTS cy INSTRUCTIONS THOROUGHLY.WHEN REQUIREMENTS qF INSTALLATION INSTRUCTIONS CONFLICT WITH CONTRACT CONSTRUCTED OF FERROUS METAL SURFACES,I.E.,HANGERS,HANGER RODS,EQUIPMENT STANDS,WITH ONE COAT 1.03REFERENCES AND STANDARDS OF EACH TAB, PROVIDE ROUTINE MAINTENANCE DOCUMENTATION FOR SCHEDULED EQUIPMENT.INCLUDE DOCUMENTS,REQUEST CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION.THIS INCLUDES OF BLACK ASPHALT FOR EXTERIOR OR BLACK ENAMEL FOR INTERIOR,SUITABLE FOR HOT SURFACES. A. A. REFERENCES AND STANDARDS PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS,DIVISION 01, MANUFACTURER'S RECOMMENDED MAINTENANCE SCHEDULE AND HIGHLIGHT MAINTENANCE REQUIRED TO PROPER INSTALLATION METHODS,SEQUENCING,AND COORDINATION WITH OTHER TRADES AND DISCIPLINES. 0V) MAINTAIN WARRANTY. FURNISH LIST OF ROUTINE MAINTENANCE PARTS, INCLUDING PART NUMBERS,SIZES, 2. IN A MECHANICAL ROOM,ON ROOF OR OTHER EXPOSED AREAS,MACHINERY AND EQUIPMENT NOT PAINTED WITH �� GENERAL REQUIREMENTS,INDIVIDUAL DIVISION 22,PLUMBING SECTIONS AND THOSE LISTED IN THIS SECTION. D. EARTHWORK: ENAMEL TO RECEIVE TWO COATS OF PRIMER AND ONE COAT OF RUSTPROOF ENAMEL,COLORS AS SELECTED BY QUANTITIES,RELEVANT TO EACH PIECE OF EQUIPMENT: BELTS,MOTORS,LUBRICANTS,AND FILTERS. B. CODES TO INCLUDE LATEST ADOPTED EDITIONS,INCLUDING CURRENT AMENDMENTS,SUPPLEMENTS AND LOCAL 1. CONFIRM EARTHWORK REQUIREMENTS IN CONTRACT DOCUMENTS. IN ABSENCE OF SPECIFIC REQUIREMENTS, ARCHITECT. n% -} — 3) INCLUDE COPY OF COMPLETE PARTS LIST FOR EQUIPMENT. INCLUDE AVAILABLE EXPLODED VIEWS OF 0w >,..... JURISDICTION REQUIREMENTS IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS,OF/FROM: COMPLY WITH INDIVIDUAL DIVISION 22, PLUMBING SECTIONS AND THE FOLLOWING: ASSEMBLIES AND SUB ASSEMBLIES. 3. SEE INDIVIDUAL EQUIPMENT SPECIFICATIONS FOR OTHER PAINTING. 1. STATE OF OREGON: a. PERFORM EXCAVATION,DEWATERING,SHORING, BEDDING,AND BACKFILL REQUIRED FOR INSTALLATION OF WORK 4. STRUCTURAL STEEL:REPAIR DAMAGE TO STRUCTURAL STEEL FINISHES OR FINISHES OF OTHER MATERIALS 4) INCLUDE COPY OF STARTUP AND TEST REPORTS SPECIFIC TO EACH PIECE OF EQUIPMENT. C a. OAR-OREGON ADMINISTRATIVE RULES IN THIS DIVISION IN ACCORDANCE WITH THE PROVISIONS OF RELATED EARTHWORK SECTIONS/DIVISIONS. DAMAGED BY CUTTING,WELDING OR PATCHING TO MATCH ORIGINAL. /i� b. OEESC-OREGON ENERGY EFFICIENCY ELECTRICAL CODE 5) INCLUDE COPY OF FINAL WATER SYSTEMS BALANCING LOG ALONG WITH PUMP OPERATING DATA. CONTACT UTILITIES AND LOCATE EXISTING UTILITIES PRIOR TO EXCAVATION.REPAIR ANY WORK DAMAGED DURING 0 6) INCLUDE COMMISSIONING REPORTS. EXCAVATION OR BACKFILLING. 5. PIPING:CLEAN,PRIMER COAT AND PAINT EXPOSED PIPING ON ROOF OR AT OTHER EXTERIOR LOCATIONS WITH TWO c. OESC-OREGON ELECTRICAL SPECIALTY CODE COATS PAINT SUITABLE FOR METALLIC SURFACES AND EXTERIOR EXPOSURES.COLOR SELECTED BY ARCHITECT. 7) INCLUDE COPY OF PRESSURE,FLOW,LEAKAGE AND PURITY TEST DATA AND WATER SYSTEMS TEST DATA,AS b. EXCAVATION:DO NOT EXCAVATE UNDER FOOTINGS,FOUNDATION BASES,OR RETAINING WALLS. rnrn d. OFC-OREGON FIRE CODE 6. COVERS:COVERS SUCH AS MANHOLES,CLEANOUTS AND THE LIKE WILL BE FURNISHED WITH FINISHES WHICH RESIST V! APPLICABLE.INCLUDE COPY OF THIRD-PARTY AND STATE AND LOCAL JURISDICTION INSPECTION REPORTS. c. PROVIDE PROTECTION OF UNDERGROUND SYSTEMS.REVIEW THE PROJECT GEOTECHNICAL REPORT FOR CORROSION AND RUST. e. GMSC-OREGON MECHANICAL SPECIALTY CODE 8) INCLUDE COPY OF VALVE CHARTS/SCHEDULES. REFERENCES TO CORROSIVE OR DELETERIOUS SOILS WHICH WILL REDUCE THE PERFORMANCE OR SERVICE LIFE —C f. OPSC-OREGON PLUMBING SPECIALTY CODE 3.11 DEMOLITION 9) INCLUDE WARRANTY PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, OF UNDERGROUND SYSTEMS MATERIALS. L.— 0 g. OSSC-OREGON STRUCTURAL SPECIALTY CODE GENERAL REQUIREMENTS,SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 22, A. CONFIRM DEMOLITION REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 02, EXISTING CONDITIONS. U E. FIRESTOPPING: IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL SECTIONS IN DIVISION 22, PLUMBING AND THE 0 I- y-- C. REFERENCE STANDARDS AND GUIDELINES INCLUDE BUT ARE NOT LIMITED TO THE LATEST ADOPTED EDITIONS FROM: PLUMBING SECTIONS. 1. CONFIRM FIRESTOPPING REQUIREMENTS IN DIVISION 07,THERMAL AND MOISTURE PROTECTION. IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 22,PLUMBING SECTIONS AND THE FOLLOWING: FOLLOWING: 1. ABA-ARCHITECTURAL BARRIERS ACT 10)INCLUDE PRODUCT CERTIFICATES OF WARRANTIES AND GUARANTEES. U r 2. ADA-AMERICANS WITH DISABILITIES ACT 11)ENGINEER WILL RETURN INCOMPLETE DOCUMENTATION WITHOUT REVIEW.ENGINEER WILL PROVIDE ONE SET 1. SCOPE: D T� a. COORDINATE LOCATION AND PROTECTION LEVEL OF FIRE AND/OR SMOKE RATED WALLS,CEILINGS,AND FLOORS. i �✓ 3. AHRI-AIR-CONDITIONING HEATING&REFRIGERATION INSTITUTE OF REVIEW COMMENTS IN SUBMITTAL REVIEW FORMAT.CONTRACTOR MUST ARRANGE FOR ADDITIONAL a. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE NECESSARY INFORMATION AND ADJUSTMENTS TO PLUMBING y WHEN THESE ASSEMBLIES ARE PENETRATED,SEAL AROUND PIPING,DUCTWORK AND EQUIPMENT WITH APPROVED CL r � 4. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE REVIEWS;CONTRACTOR TO BEAR COSTS FOR ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES. FIRESTOPPiNG MATERIAL.INSTALL FIRESTOPPING MATERIAL COMPLETE AS DIRECTED BY MANUFACTURER'S SYSTEM REQUIRED TO MEET CODE,AND ACCOMMODATE INSTALLATION OF NEW WORK. f 5. ASCE-AMERICAN SOCIETY OF CIVIL ENGINEERS b. THOROUGHLY INSTRUCT OWNER IN PROPER OPERATION OF EQUIPMENT AND SYSTEMS.WHERE NOTED IN INSTALLATION INSTRUCTIONS.MEET REQUIREMENTS OF ASTM E814,STANDARD TEST METHOD FOR FIRE TESTS OF b. COORDINATE WITH OWNER SO THAT WORK CAN BE SCHEDULED NOT TO INTERRUPT OPERATIONS,NORMAL 6. ASHRAE-AMERICAN SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS INDIVIDUAL SECTIONS,TRAINING WILL INCLUDE CLASSROOM INSTRUCTION WITH APPLICABLE TRAINING AIDS AND THROUGH-PENETRATION FIRE STOPS. ACTIVITIES,BUILDING ACCESS OR ACCESS TO DIFFERENT AREAS. Oo (f} SYSTEMS DEMONSTRATIONS.FIELD INSTRUCTION PER SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS C. EXISTING CONDITIONS:DETERMINE EXACT LOCATION OF EXISTING UTILITIES AND EQUIPMENT BEFORE F. PIPE INSTALLATION: 0 L 7. ASHRAE GUIDELINE 0,THE COMMISSIONING PROCESS ARTICLE TITLED"DEMONSTRATION". COMMENCING WORK,COMPENSATE OWNER FOR DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND 1. PROVIDE INSTALLATION OF PIPING SYSTEMS COORDINATED TO ACCOUNT FOR EXPANSION AND CONTRACTION OF 8. ASME-AMERICAN SOCIETY OF MECHANICAL ENGINEERS PRESERVE UNDERGROUND UTILITIES. REPLACE DAMAGED ITEMS WITH NEW MATERIAL TO MATCH EXISTING. 0CD c. COPIES OF CERTIFICATES OF CODE AUTHORITY INSPECTIONS,ACCEPTANCE,CODE REQUIRED ACCEPTANCE PIPING MATERIALS AND BUILDING AS WELL AS ANTICIPATED SETTLEMENT OR SHRINKAGE OF BUILDING. INSTALL CD0 9. ASPE-AMERICAN SOCIETY OF PLUMBING ENGINEERS TESTS,LETTER OF CONFORMANCE AND OTHER SPECIAL GUARANTEES,CERTIFICATES OF WARRANTIES,SPECIFIED PROMPTLY NOTIFY OWNER IF UTILITIES ARE FOUND WHICH ARE NOT SHOWN ON DRAWINGS. .�_ (N is<WORK TO PREVENT DAMAGE TO PIPING,EQUIPMENT,AND BUILDING AND ITS CONTENTS. PROVIDE PIPING OFFSETS, ,� 10.ASSE-AMERICAN SOCIETY OF SANITARY ENGINEERING ELSEWHERE OR INDICATED ON DRAWINGS. 2. EQUIPMENT:UNLESS OTHERWISE DIRECTED,EQUIPMENT,FIXTURES,OR FITTINGS BEING REMOVED AS PART OF LOOPS,EXPANSION JOINTS,SLEEVES,ANCHORS OR OTHER MEANS TO CONTROL PIPE MOVEMENT AND MINIMIZE ""� r- 11.ASTM-ASTM INTERNATIONAL 15. RECORD DRAWINGS: FORCES ON PiPING.VERIFY ANTICIPATED SETTLEMENT AND/OR SHRINKAGE OF BUILDING WITH PROJECT DEMOLITION PROCESS ARE OWNER'S PROPERTY.REMOVE OTHER ITEMS NOT SCHEDULED TO BE REUSED OR I 12.AWWA-AMERICAN WATER WORKS ASSOCIATION a. MAINTAIN AT SITE AT LEAST ONE SET OF DRAWINGS FOR RECORDING"AS-CONSTRUCTED"CONDITIONS.INDICATE STRUCTURAL ENGINEER.VERIFY CONSTRUCTION PHASING,TYPE OF BUILDING CONSTRUCTION PRODUCTS AND RELOCATED FROM JOB SITE AS DIRECTED BY OWNER. 13.CFR-CODE OF FEDERAL REGULATIONS ON DRAWINGS CHANGES TO ORIGINAL DOCUMENTS BY REFERENCING REVISION DOCUMENT,AND INCLUDE BURIED RATING FOR COORDINATING INSTALLATION OF PIPING SYSTEMS. 3. UNLESS SPECIFICALLY INDICATED ON DRAWINGS,REMOVE EXPOSED,UNUSED PIPING TO BEHIND FINISHED 14.CGA-COMPRESSED GAS ASSOCIATION ELEMENTS,LOCATION OF CLEANOUTS,AND LOCATION OF CONCEALED MECHANICAL ITEMS.INCLUDE ITEMS 2. INCLUDE PROVISIONS FOR SERVICING AND REMOVAL OF EQUIPMENT WITHOUT DISMANTLING PIPING. SURFACES(FLOOR,WALLS,CEILINGS,ETC.).CAP PIPING AND PATCH SURFACES TO MATCH SURROUNDING FINISH. PROJECT NO. 15.CISPI-CAST IRON SOIL PIPE INSTITUTE CHANGED BY FIELD ORDERS,SUPPLEMENTAL INSTRUCTIONS,AND CONSTRUCTED CONDITIONS. G. PLENUMS: 4. UNLESS SPECIFICALLY INDICATED ON DRAWINGS,REMOVE UNUSED EQUIPMENT,FIXTURES,FITTINGS,ROUGH-INS, 19-123.1 b. RECORD DRAWINGS ARE TO INCLUDE EQUIPMENT AND FIXTURE/CONNECTION SCHEDULES THAT ACCURATELY AND CONNECTORS. REMOVAL IS TO BE TO A POINT BEHIND FINISHED SURFACES(FLOORS,WALLS,AND CEILINGS). 16. ETL-ELECTRICAL TESTING LABORATORIES 1. PROVIDE PLENUM RATED MATERIALS THAT MEET THE REQUIREMENTS TO BE INSTALLED IN PLENUMS.IMMEDIATELY REFLECT"AS CONSTRUCTED OR INSTALLED"FOR PROJECT. NOTIFY ARCHITECT/ENGINEER OF DISCREPANCY. 3.12 ACCEPTANCE DRAWN BY : 17. EPA-ENVIRONMENTAL PROTECTION AGENCY c. AT COMPLETION OF PROJECT,INPUT CHANGES TO ORIGINAL PROJECT ON CAD DRAWINGS AND MAKE ONE SET OF A. CONFIRM REQUIREMENTS IN DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 18.FM-FM GLOBAL 3.02 SEISMIC CONTROL BLACK-LINE DRAWINGS CREATED FROM CAD FILES IN VERSION/RELEASE EQUAL TO CONTRACT DRAWINGS.SUBMIT REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL SECTIONS IN DIVISION 22, JMW 19.IAPMO-INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS CAD DISK AND DRAWINGS UPON SUBSTANTIAL COMPLETION. A. CONFIRM SEISMIC CONTROL REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,STRUCTURAL DOCUMENTS,AND PLUMBING AND THE FOLLOWING: - 20.GAMA-GAS APPLIANCE MANUFACTURERS ASSOCIATION d. PROVIDE INVERT ELEVATIONS AND DIMENSIONED LOCATIONS FOR WATER SERVICES,BUILDING WASTE,AND INDIVIDUAL DIVISION 22 PLUMBING SECTIONS. 1. SYSTEM CANNOT BE CONSIDERED FOR ACCEPTANCE UNTIL WORK IS COMPLETED AND DEMONSTRATED TO CHECKED BY 21.HI-HYDRAULIC INSTITUTE STANDARDS STORM DRAINAGE PIPING BELOW GRADE EXTENDING TO 5-FEET OUTSIDE BUILDING LiNE. B. GENERAL: ARCHITECT THAT INSTALLATION IS IN STRICT COMPLIANCE WITH SPECIFICATIONS,DRAWINGS AND MANUFACTURER'S JM 22.ISO-INTERNATIONAL ORGANIZATION FOR STANDARDIZATION e. SEE DIVISION 22,PLUMBING INDIVIDUAL SECTIONS FOR ADDITIONAL ITEMS TO INCLUDE IN RECORD DRAWINGS. 1• EARTHQUAKE RESISTANT DESIGNS FOR PLUMBING(DIVISION 22)EQUIPMENT AND DISTRIBUTION,I.E.MOTORS, INSTALLATION INSTRUCTIONS,PARTICULARLY IN REFERENCE TO FOLLOWING: PLUMBING SYSTEMS,PIPING, EQUIPMENT,WATER HEATERS,BOILERS,ETC.TO CONFORM TO REGULATIONS OF a. TESTING AND BALANCING REPORTS DATE : 23.MSS-MANUFACTURERS STANDARDIZATION SOCIETY 1.05QUALITY ASSURANCE JURISDICTION HAVING AUTHORITY. 24.NEC-NATIONAL ELECTRIC CODE A. REGULATORY REQUIREMENTS:WORK AND MATERIALS INSTALLED TO CONFORM WITH ALL LOCAL,STATE AND FEDERAL b. CLEANING 2. RESTRAINTS WHICH ARE USED TO PREVENT DISRUPTION OF FUNCTION OF PIECE OF EQUIPMENT BECAUSE OF 11.1 1.2019 25.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION CODES,AND OTHER APPLICABLE LAWS AND REGULATIONS.WHERE CODE REQUIREMENTS ARE AT VARIANCE WITH C. OPERATION AND MAINTENANCE MANUALS CONTRACT DOCUMENTS, MEET CODE REQUIREMENTS ASA MINIMUM REQUIREMENT AND INCLUDE COSTS NECESSARY APPLICATION OF HORIZONTAL FORCE TO BE SUCH THAT FORCES ARE CARRIED TO FRAME OF STRUCTURE IN SUCH A 26.NFGC-NATIONAL FUEL GAS CODEWAY THAT FRAME WILL NOT BE DEFLECTED WHEN APPARATUS IS ATTACHED TO A MOUNTING BASE AND EQUIPMENT d. TRAINING OF OPERATING PERSONNEL REVISION : 27.NFPA-NATIONAL FIRE PROTECTION ASSOCIATION TO MEET THESE IN CONTRACT.MACHINERY AND EQUIPMENT ARE TO COMPLY WITH OSHA REQUIREMENTS,AS PAD,OR TO STRUCTURE IN NORMAL WAY,UTILIZING ATTACHMENTS PROVIDED.SECURE EQUIPMENT AND e. RECORD DRAWINGS 28.NRCA-NATIONAL ROOFING CONTRACTORS ASSOCIATION CURRENTLY REVISED AND INTERPRETED FOR EQUIPMENT MANUFACTURER REQUIREMENTS.INSTALL EQUIPMENT DISTRIBUTION SYSTEMS TO WITHSTAND A FORCE IN DIRECTION EQUAL TO VALUE DEFINED BY JURISDICTION HAVING f. WARRANTY AND GUARANTY CERTIFICATES PROVIDED PER MANUFACTURER RECOMMENDATIONS. AUTHORITY. 29.NSF-NATIONAL SANITATION FOUNDATION g. START-UP/TEST DOCUMENT AND COMMISSIONING REPORTS B. WHENEVER THIS SPECIFICATION CALLS FOR MATERIAL,WORKMANSHIP,ARRANGEMENT OR CONSTRUCTION OF HIGHER 3. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED STRUCTURAL ENGINEER OF SEISMIC BRACING AND SEISMIC 3.13 FIELD QUALITY CONTROL 30.OSHA-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION QUALITY AND/OR CAPACITY THAN THAT REQUIRED BY GOVERNING CODES,HIGHER QUALITY AND/OR CAPACITY TAKE 31.SMACNA-SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION,INC. PRECEDENCE. MOVEMENT ASSEMBLIES FOR PIPING EQUIPMENT AND WATER HEATERS.SUBMIT SHOP DRAWINGS ALONG WITH A. CONFIRM FIELD QUALITY CONTROL REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS, 32.TEMA-TUBULAR EXCHANGER MANUFACTURERS ASSOCIATION EQUIPMENT SUBMITTALS. DIVISION 01,GENERAL REQUIREMENTS,SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 22, C. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC AND REFLECT THE BASIS OF DESIGN MANUFACTURERS EQUIPMENT. 4. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED STRUCTURAL ENGINEER OF SEISMIC FLEXIBLE JOINTS FOR PLUMBING SECTIONS. 33.TIMA-THERMAL INSULATION MANUFACTURERS ASSOCIATION THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT DIMENSIONS,OR DETAILS OF EQUIPMENT OR PROPOSED PIPING AND CROSSING BUILDING EXPANSION OR SEISMIC JOINTS.SUBMIT SHOP DRAWINGS ALONG WITH SEISMIC ' 34.UL-UNDERWRITERS LABORATORIES INC. SYSTEMS LAYOUT.VERIFY ACTUAL DIMENSIONS OF SYSTEMS(I.E., PIPING)AND EQUIPMENT PROPOSED TO ASSURE THAT BRACING DETAILS. B. TESTS: D. SEE DIVISION 22,PLUMBING INDIVIDUAL SECTIONS FOR ADDITIONAL REFERENCES. SYSTEMS AND EQUIPMENT WILL FIT IN AVAILABLE SPACE.CONTRACTOR IS RESPONSIBLE FOR DESIGN AND C. PIPING: 1. CONDUCT TESTS OF EQUIPMENT AND SYSTEMS TO DEMONSTRATE COMPLIANCE WITH REQUIREMENTS SPECIFIED. 1.04SUBMITTALS CONSTRUCTION COSTS INCURRED FOR EQUIPMENT OTHER THAN BASIS OF DESIGN,INCLUDING,BUT NOT LIMITED TO, 1. PER"SEISMIC RESTRAINTS MANUAL GUIDELINES FOR MECHANICAL SYSTEMS"LATEST EDITION PUBLISHED BY REFERENCE INDIVIDUAL SPECIFICATION SECTIONS FOR REQUIRED TESTS.DOCUMENT TESTS AND INCLUDE IN ARCHITECTURAL,STRUCTURAL,ELECTRICAL,HVAC,FIRE SPRINKLER,AND PLUMBING SYSTEMS. OPERATION AND MAINTENANCE MANUALS. A. SEE DIVISION 01,GENERAL REQUIREMENTS FOR SUBMITTAL PROCEDURES AS WELL AS SPECIFIC INDIVIDUAL DIVISION 22, SMACNA OR LOCAL REQUIREMENTS. PLUMBING SECTIONS. D. MANUFACTURER'S INSTRUCTIONS:FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS.IF IN CONFLICT WITH CONTRACT 2. DURING SITE EVALUATIONS BY ARCHITECT OR ENGINEER,PROVIDE APPROPRIATE PERSONNEL WITH TOOLS TO D. PROVIDE MEANS TO PROHIBIT EXCESSIVE MOTION OF PLUMBING EQUIPMENT DURING EARTHQUAKE. DOCUMENTS,OBTAIN CLARIFICATION.NOTIFY ENGINEER/ARCHITECT, IN WRITING,BEFORE STARTING WORK. REMOVE AND REPLACE TRIMS,COVERS,AND DEVICES SO THAT PROPER EVALUATION OF INSTALLATION CAN BE B. PROVIDE DRAWINGS IN FORMAT AND SOFTWARE RELEASE EQUAL TO THE DESIGN DOCUMENTS.DRAWINGS TO BE THE E. ITEMS SHOWN ON DRAWINGS ARE NOT NECESSARILY INCLUDED IN SPECIFICATIONS OR VICE VERSA.CONFIRM 3.03 REVIEW AND OBSERVATION PERFORMED. SAME SHEET SIZE AND SCALE AS THE CONTRACT DOCUMENTS. REQUIREMENTS IN ALL CONTRACT DOCUMENTS. A. CONFIRM REVIEW AND OBSERVATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING 3.14 LETTER OF CONFORMANCE C. IN ADDITION: F. PROVIDE PRODUCTS THAT ARE UL LISTED. REQUIREMENTS, DIVISION 01,GENERAL REQUIREMENTS,SECTION 22 00 00, PLUMBING BASIC REQUIREMENTS AND A. PROVIDE LETTER OF CONFORMANCE,COPIES OF MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES WITH A 1. "NO EXCEPTION TAKEN"CONSTITUTES THAT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT INDIVIDUAL DIVISION 22,PLUMBING SECTIONS. STATEMENT THAT PLUMBING ITEMS WERE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS,UL EXPRESSED IN THE CONTRACT DOCUMENTS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH G. PIPING INSULATION PRODUCTS TO CONTAIN LESS THAN 0.1 PERCENT BY WEIGHT PBDE IN ALL INSULATING MATERIALS. B. NOTIFY ARCHITECT,IN WRITING,AT FOLLOWING STAGES OF CONSTRUCTION SO THAT THEY MAY,AT THEIR OPTION,VISIT LISTINGS AND FM GLOBAL APPROVALS. INCLUDE LETTER OF CONFORMANCE,COPIES OF MANUFACTURERS'WARRANTIES INFORMATION GIVEN.ANY ACTION IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. H. ALL POTABLE WATER SYSTEM COMPONENTS,DEVICES,MATERIAL,OR EQUIPMENT CONTAINING A WEIGHTED AVERAGE SITE FOR REVIEW AND CONSTRUCTION OBSERVATION: AND EXTENDED WARRANTIES IN OPERATION AND MAINTENANCE MANUALS. CONTRACTOR IS RESPONSIBLE FOR THE DIMENSIONS AND QUANTITY AND WILL CONFIRM AND CORRELATE AT THE OF GREATER THAN 0.25 PERCENT LEAD ARE PROHIBITED,AND SHALL BE CERTIFIED IN ACCORDANCE WITH CURRENT 1. UNDERGROUND PIPING INSTALLATION PRIOR TO BACKFILLING. 3.15 ELECTRICAL INTERLOCKS JOB SITE,FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF THE WORK WITH THAT EDITIONS OF THE SAFE DRINKING WATER ACT(SDWA),NSF 61 &NSF 372.ENDPOINT DEVICES USED TO DISPENSE WATER OF ALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF THE WORK. FOR DRINKING SHALL MEET THE REQUIREMENTS OF NSF 61. 2. PRIOR TO COVERING WALLS. A. WHERE EQUIPMENT MOTORS ARE TO BE ELECTRICALLY INTERLOCKED WITH OTHER EQUIPMENT FOR SIMULTANEOUS I. ASME COMPLIANCE:ASME LISTED WATER HEATERS AND BOILERS WITH AN INPUT OF 200,000 BTUH AND HIGHER,HOT 3. PRIOR TO CEILING COVER/INSTALLATION. OPERATION,UTILIZE PLUMBING EQUIPMENT WIRING DIAGRAMS TO COORDINATE WITH ELECTRICAL SYSTEMS SO THAT 2. PROVIDE PRODUCT SUBMITTALS AND SHOP DRAWINGS IN ELECTRONIC FORMAT ONLY.ELECTRONIC FORMAT MUST BE SUBMITTED VIA ZIP FILE VIA E-MAIL OR POSTED TO FTP SITE.FOR ELECTRONIC FORMAT,PROVIDE ONE FILE PER WATER STORAGE TANKS WHICH EXCEED 120 GALLONS,AND HOT WATER EXPANSION TANKS WHICH ARE CONNECTED TO 4. WHEN MAIN SYSTEMS,OR PORTIONS OF,ARE BEING TESTED AND READY FOR INSPECTION BY AHJ. PROPER WIRING OF EQUIPMENT INVOLVED IS AFFECTED. DIVISION CONTAINING ONE BOOKMARKED PDF FILE WITH EACH BOOKMARK CORRESPONDING TO EACH SPECIFICATION ASME RATED EQUIPMENT OR REQUIRED BY CODE OR LOCAL JURISDICTION. C. BEAR RESPONSIBILITY AND COST TO MAKE PIPING ACCESSIBLE,TO EXPOSE CONCEALED LINES,OR TO DEMONSTRATE END OF SECTION SECTION.ARRANGE BOOKMARKS IN ASCENDING ORDER OF SPECIFICATION SECTION NUMBER.INDIVIDUAL J. PROVIDE SAFETY CONTROLS REQUIRED BY NATIONAL BOILER CODE(ASME CSD 1)FOR BOILERS AND WATER HEATERS ACCEPTABILITY OF THE SYSTEM. IF CONTRACTOR FAILS TO NOTIFY ARCHITECT AT TIMES PRESCRIBED ABOVE,COSTS SECTION 22 0519-PLUMBING DEVICES SUBMITTALS SENT PIECEMEAL IN A PER SPECIFICATION SECTION METHOD WILL BE RETURNED WITHOUT REVIEW OR WITH AN INPUT OF 400,000 BTUH AND HIGHER. INCURRED BY REMOVAL OF SUCH WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR. PART 1 -GENERAL COMMENT.ALL TRANSMISSIONS/SUBMISSIONS TO BE SUBMITTED TO ARCHITECT.DEVIATIONS WILL BE RETURNED 1.06WARRANTY D. FINAL PUNCH: 1.0ISUMMARY WITHOUT REVIEW. A. PROVIDE WRITTEN WARRANTY COVERING THE WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL 1. PRIOR TO REQUESTING A FINAL PUNCH VISIT FROM THE ENGINEER, REQUEST FROM ENGINEER THE PLUMBING A. WORK INCLUDED: 3. PRODUCT DATA:PROVIDE MANUFACTURER'S DESCRIPTIVE LITERATURE FOR PRODUCTS SPECIFIED IN DIVISION 22, COMPLETION IN ACCORDANCE WITH DIVISION 00,CONTRACTING AND PROCUREMENT REQUIREMENTS,DIVISION 01, PRECLOSEOUT CHECKLIST,COMPLETE THE CHECKLIST CONFIRMING COMPLETION OF SYSTEMS'INSTALLATION,AND 1. PRESSURE GAUGES PLUMBING SECTIONS. GENERAL REQUIREMENTS,SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 22,PLUMBING RETURN TO ENGINEER.REQUEST A FINAL PUNCH VISIT FROM THE ENGINEER,UPON ENGINEER'S ACCEPTANCE THAT THE PLUMBING SYSTEMS ARE READY FOR FINAL PUNCH. 2. THERMOMETERS 4. IDENTIFY/MARK EACH SUBMITTAL IN DETAIL.NOTE WHAT DIFFERENCES,IF ANY,EXIST BETWEEN THE SUBMITTED ITEM SECTIONS. 3. PRESSURE-GAUGE FITTINGS AND THE SPECIFIED ITEM.FAILURE TO IDENTIFY THE DIFFERENCES WILL BE CONSIDERED CAUSE FOR DISAPPROVAL. B. SECTIONS UNDER THIS DIVISION CAN REQUIRE ADDITIONAL AND/OR EXTENDED WARRANTIES THAT APPLY BEYOND BASIC 2. COSTS INCURRED BY ADDITIONAL TRIPS REQUIRED DUE TO INCOMPLETE SYSTEMS WiLL BE THE RESPONSIBILITY OF IF DIFFERENCES ARE NOT IDENTIFIED AND/OR NOT DISCOVERED DURING THE SUBMITTAL REVIEW PROCESS, WARRANTY IN DIVISION 01,GENERAL REQUIREMENTS AND THE GENERAL CONDITIONS.CONFIRM REQUIREMENTS IN ALL THE CONTRACTOR. 4. WATER HAMMER ARRESTORS(SHOCK ABSORBERS) CONTRACTOR REMAINS RESPONSIBLE FOR PROVIDING EQUIPMENT AND MATERIALS THAT MEET THE SPECIFICATIONS CONTRACT DOCUMENTS. 3.04 CONTINUITY OF SERVICE 5. TRAP PRIMERS AND DRAWINGS. 1.07000RDINATION DOCUMENTS A. CONFIRM REQUIREMENTS IN DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 1.02RELATED SECTIONS a. LABEL SUBMITTAL TO MATCH NUMBERING/REFERENCES AS SHOWN IN CONTRACT DOCUMENTS AND SCHEDULES. A. PRIOR TO CONSTRUCTION, PREPARE AND SUBMIT COORDINATED LAYOUT DRAWINGS(COMPOSITE DRAWINGS)TO HIGHLIGHT AND LABEL APPLICABLE INFORMATION TO INDIVIDUAL EQUIPMENT OR CROSS OUT/REMOVE REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 22, PLUMBING SECTIONS A. CONTENTS OF DIVISION 22,PLUMBING AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. COORDINATE INSTALLATION AND LOCATION OF DUCTWORK,GRILLES,DIFFUSERS,PIPING, FIRE SPRINKLERS, PLUMBING, AND THE FOLLOWING: 1.03REFERENCES AND STANDARDS EXTRANEOUS DATA NOT APPLICABLE TO SUBMITTED MODEL.CLEARLY NOTE OPTIONS AND ACCESSORIES TO BE LIGHTS,AND ELECTRICAL SERVICES.COMPOSITE DRAWINGS SHOW SERVICES ON SINGLE SHEET.KEY DRAWINGS TO 1. DURING REMODELING OR ADDITION TO EXISTING STRUCTURES,WHILE EXISTING STRUCTURE IS OCCUPIED,CURRENT PROVIDED,INCLUDING FIELD INSTALLED ITEMS.HIGHLIGHT CONNECTIONS BY/TO OTHER TRADES. A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01, STRUCTURAL COLUMN IDENTIFICATION SYSTEM.PRIOR TO COMPLETION OF DRAWINGS,COORDINATE PROPOSED SERVICES TO REMAIN INTACT UNTIL NEW CONSTRUCTION,FACILITIES OR EQUIPMENT IS INSTALLED. GENERAL REQUIREMENTS. b. INCLUDE TECHNICAL DATA,INSTALLATION INSTRUCTIONS AND DIMENSIONED DRAWINGS FOR PRODUCTS, INSTALLATION WITH ARCHITECTURAL AND STRUCTURAL REQUIREMENTS,AND OTHER TRADES(INCLUDING PLUMBING, 2. PRIOR TO CHANGING OVER TO NEW SERVICE,VERIFY THAT EVERY ITEM IS THOROUGHLY PREPARED.INSTALL NEW FIXTURES,EQUIPMENT AND DEVICES INSTALLED,FURNISHED OR PROVIDED.REFERENCE DIVISION 22,PLUMBING 1.04SUBMITTALS HVAC,FIRE PROTECTION,ELECTRICAL,CEILING SUSPENSION,AND CEILING TILE SYSTEMS,ETC.),AND PROVIDE PIPING,AND WIRING TO POINT OF CONNECTION. SECTIONS FOR SPECIFIC ITEMS REQUIRED IN PRODUCT DATA SUBMITTAL OUTSIDE OF THESE REQUIREMENTS. MAINTENANCE ACCESS REQUIREMENTS.COORDINATE WITH SUBMITTED ARCHITECTURAL SYSTEMS(I.E.ROOFING, A. SUBMITTALS AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL c. PROVIDE PUMP CURVES,OPERATION CHARACTERISTICS,CAPACITIES,AMBIENT NOISE CRITERIA,ETC.FOR CEILING,FINISHES)AND STRUCTURAL SYSTEMS AS SUBMITTED,INCLUDING FOOTINGS AND FOUNDATION.IDENTIFY ZONE 3. COORDINATE TRANSFER TIME TO NEW SERVICE WITH OWNER.IF REQUIRED,PERFORM TRANSFER DURING OFF PEAK REQUIREMENTS. HOURS.ONCE CHANGEOVER IS STARTED, PURSUE TO ITS COMPLETION TO KEEP INTERFERENCE TO A MINIMUM. 1.05QUALITY ASSURANCE EQUIPMENT. OF INFLUENCE FROM FOOTINGS AND ENSURE SYSTEMS ARE NOT ROUTED WITHIN THE ZONE OF INFLUENCE.UNLESS a. IF OVERTIME IS NECESSARY,THERE WILL BE NO ALLOWANCE MADE BY OWNER FOR EXTRA EXPENSE FOR SUCH d. FOR VIBRATION ISOLATION OF EQUIPMENT, LIST MAKE AND MODEL SELECTED WITH OPERATING LOAD AND OTHERWISE REQUIRED BY DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND/OR DIVISION 01, OVERTIME OR SHIFT WORK. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL DEFLECTION.INDICATE FRAME TYPE WHERE REQUIRED.SUBMIT MANUFACTURER'S PRODUCT DATA. GENERAL REQUIREMENTS,DIVISION 23,HVAC TO COMBINE INFORMATION FURNISHED BY OTHER TRADES ONTO MASTER REQUIREMENTS APPLY TO THIS SECTION. 4. ORGANIZE WORK TO MINIMIZE DURATION OF POWER INTERRUPTION. e. SEE DIVISION 22,PLUMBING SECTIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS OUTSIDE OF THESE COORDINATION DOCUMENTS. 1.06WARRANTY REQUIREMENTS. B. PREPARE DRAWINGS AS FOLLOWS: 3.05 CUTTING AND PATCHING A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS 5. MAXIMUM OF TWO REVIEWS OF COMPLETE SUBMITTAL PACKAGE.ARRANGE FOR ADDITIONAL REVIEWS AND/OR EARLY 1. DRAWINGS IN CAD FORMAT.CAD FORMAT RELEASE EQUAL TO DESIGN DOCUMENTS.DRAWINGS TO BE SAME SHEET A. CONFIRM CUTTING AND PATCHING REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS.IN ABSENCE OF SPECIFIC AND DIVISION 01,GENERAL REQUIREMENTS. REVIEW OF LONG-LEAD ITEMS;BEAR COSTS OF ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES.INCOMPLETE SIZE AND SCALE AS CONTRACT DRAWINGS AND INDICATE LOCATION,SIZE AND ELEVATION ABOVE FINISHED FLOOR OF REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 22,PLUMBING SECTIONS AND THE FOLLOWING: SPECIFICATIONS SUBMITTAL PACKAGES/SUBMITTALS WILL BE RETURNED TO CONTRACTOR WITHOUT REVIEW. EQUIPMENT AND DISTRIBUTION SYSTEMS. 1. PROPOSED FLOOR CUTTING/CORE DRILLING/SLEEVE LOCATIONS TO BE APPROVED BY PROJECT STRUCTURAL PART 2-PRODUCTS 6. RESUBMISSION REQUIREMENTS:MAKE CORRECTIONS OR CHANGES IN SUBMITTALS AS REQUIRED,AND IN 2. REVIEW AND REVISE,AS NECESSARY,SECTION CUTS IN CONTRACT DRAWINGS AFTER VERIFICATION OF FIELD ENGINEER.SUBMIT PROPOSED LOCATIONS TO ARCHITECT/PROJECT STRUCTURAL ENGINEER.WHERE SLABS ARE OF 2.01 MANUFACTURERS — PLUMBING CONSIDERATION OF ENGINEER'S COMMENTS. IDENTIFY ENGINEER'S COMMENTS AND PROVIDE AN INDIVIDUAL CONDITIONS. POST TENSION CONSTRUCTION,PERFORM X-RAY SCAN OF PROPOSED PENETRATION LOCATIONS AND SUBMIT SCAN A. PRESSURE GAUGES: RESPONSE TO EACH OF THE ENGINEER'S COMMENTS.CLOUD CHANGES IN THE SUBMITTALS AND FURTHER IDENTIFY 3. INDICATE PLUMBING SYSTEM PIPING INCLUDING FITTINGS,HANGERS,ACCESS PANELS,VALVES,AND BOTTOM OF PIPE RESULTS INCLUDING PROPOSED PENETRATION LOCATIONS TO PROJECT STRUCTURAL ENGINEER/ARCHITECT FOR 1. DWYER INSTRUMENTS,INC. CHANGES WHICH ARE IN RESPONSE TO ENGINEER'S COMMENTS. ELEVATIONS ABOVE FINISHED FLOOR. APPROVAL.WHERE SLABS ARE OF WAFFLE TYPE CONSTRUCTION,SHOW COLUMN CAP EXTENT AND CELL LOCATIONS 2. MOELLER INSTRUMENT CO.,INC. RELATIVE TO PROPOSED PENETRATION(S). 7. STRUCTURAL/SEISMIC: PROVIDE WEIGHTS, DIMENSIONS, MOUNTING REQUIREMENTS AND LIKE INFORMATION 4. INDICATE INVERTS AND PROVISION FOR PIPING THAT MUST BE GRADED TO HAVE RIGHT-OF-WAY OVER MORE 3. OMEGA ENGINEERING,INC. REQUIRED FOR MOUNTING,SEISMIC BRACING,AND SUPPORT. INDICATE MANUFACTURER'S INSTALLATION AND2. CUTTING, PATCHING AND REPAIRING FOR WORK SPECIFIED IN THIS DIVISION INCLUDING PLASTERING,MASONRY FLEXIBLE ITEMS. DRAWINGS ALSO TO INDICATE PROPOSED CEILING GRID AND LIGHTING LAYOUT AS SHOWN ON WORK,CONCRETE WORK,CARPENTRY WORK,AND PAINTING INCLUDED UNDER THIS SECTION WILL BE PERFORMED 4. TRERICE SUPPORT REQUIREMENTS TO MEET ASCE 7-10 REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS.PROVIDE ELECTRICAL DRAWINGS AND ARCHITECTURAL REFLECTED CEILING DRAWINGS AND HVAC EQUIPMENT,DUCTWORK5. OR APPROVED EQUIVALENT. ENGINEERED SEISMIC DRAWINGS AND EQUIPMENT SEISMIC CERTIFICATION.EQUIPMENT IMPORTANCE FACTOR AS AND PIPING. BY SKILLED CRAFTSMEN OF EACH RESPECTIVE TRADE IN CONFORMANCE WITH APPROPRIATE DIVISION OF WORK. SPECIFIED IN DIVISION 01 AND IN STRUCTURAL DOCUMENTS. 3. ADDITIONAL OPENINGS REQUIRED IN BUILDING CONSTRUCTION TO BE MADE BY DRILLING OR CUTTING.USE OF JACK B. THERMOMETERS: 5. INCORPORATE ADDENDA ITEMS AND CHANGE ORDERS. HAMMER IS SPECIFICALLY PROHIBITED.PATCH OPENINGS IN AND THROUGH CONCRETE AND MASONRY WITH GROUT. 1. ASHCROFT 8. TRADE COORDINATION:INCLUDE PHYSICAL CHARACTERISTICS,ELECTRICAL CHARACTERISTICS,DEVICE LAYOUT 6. DISTRIBUTE DRAWINGS TO TRADES AND PROVIDE ADDITIONAL COORDINATION AS REQUESTED BY OTHER TRADES. PLANS,WIRING DIAGRAMS,AND CONNECTIONS AS REQUIRED PER DIVISION 22,PLUMBING COORDINATION 4. RESTORE NEW OR EXISTING WORK THAT IS CUT AND/OR DAMAGED TO ORIGINAL CONDITION.PATCH AND REPAIR 2. TRERICE C. ADVISE ARCHITECT IN EVENT CONFLICT OCCURS IN LOCATION OR CONNECTION OF EQUIPMENT.BEAR COSTS RESULTING DOCUMENTS. FOR EQUIPMENT WITH ELECTRICAL CONNECTIONS,FURNISH COPY OF APPROVED SUBMITTAL FOR SPECIFICALLY WHERE EXISTING ITEMS HAVE BEEN REMOVED.THIS INCLUDES REPAIRING AND PAINTING WALLS, 3. WEISS INTERFACE FROM FAILURE TO PROPERLY COORDINATE INSTALLATION OR FAILURE TO ADVISE ARCHITECT OF CONFLICT. 4. MARSHALTOWN INCLUSION IN DIVISION 26, ELECTRICAL SUBMITTALS. CEILINGS, ETC.WHERE EXISTING PIPING AND DEVICES ARE REMOVED AS PART OF THIS PROJECT.WHERE 9. MAKE PROVISIONS FOR OPENINGS IN BUILDING FOR ADMITTANCE OF EQUIPMENT PRIOR TO START OF CONSTRUCTION D. VERIFY IN FIELD EXACT SIZE,LOCATION, INVERT,AND CLEARANCES REGARDING EXISTING MATERIAL,EQUIPMENT AND ALTERATIONS DISTURB LAWNS,PAVING,AND WALKS,SURFACES TO BE REPAIRED, REFINISHED AND LEFT IN 5. WEKSLER ENGINEERING OR ORDERING OF EQUIPMENT. APPARATUS,AND ADVISE ARCHITECT OF DISCREPANCIES BETWEEN THAT INDICATED ON DRAWINGS AND THAT EXISTING CONDITION MATCHING EXISTING PRIOR TO COMMENCEMENT OF WORK. 6. OR APPROVED EQUIVALENT. 10. SUBSTITUTIONS AND VARIATION FROM BASIS OF DESIGN: IN FIELD PRIOR TO INSTALLATION RELATED THERETO. 5. ADDITIONAL WORK REQUIRED BY LACK OF PROPER COORDINATION WILL BE PROVIDED AT NO ADDITIONAL COST TO PROJECT 2019-0641 " a. THE BASIS OF DESIGN DESIGNATED PRODUCT ESTABLISHES THE QUALITIES AND CHARACTERISTICS FOR THE E. SUBMIT FINAL COORDINATION DRAWINGS WITH CHANGES AS RECORD DRAWINGS AT COMPLETION OF PROJECT. THE OWNER. CONTACT JUSTIN WIESE P0 • 2 EVALUATION OF ANY COMPARABLE PRODUCTS BY OTHER LISTED ACCEPTABLE MANUFACTURERS IF INCLUDED IN 1.08WORK INCLUDED 3.06 EQUIPMENT SELECTION AND SERVICEABILITY 100 SW Main Street,Suite 1600 THIS SPECIFICATION OR INCLUDED IN AN APPROVED SUBSTITUTION REQUEST AS JUDGED BY THE DESIGN A. FURNISH AND INSTALL SLEEVES,INSERTS AND ANCHORAGE REQUIRED FOR THE INSTALLATION,WHICH ARE EMBEDDED A. REPLACE OR REPOSITION EQUIPMENT WHICH IS TOO LARGE OR LOCATED INCORRECTLY TO PERMIT SERVICING,AT NO Portland,OR 97204 - PROFESSIONAL. IN WORK OF OTHER TRADES.SLEEVE,WRAP AND SEAL PIPING iN CONCRETE. ADDITIONAL COST TO OWNER. TEL 503.382.2266 www.interfaceengineering.com \\pdx- roj3\pdx roects\2019\2019-0641\cad\mechanic \0641p0.2-p0.6.dw 111/7/201912:54:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER >TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641P0.2 - P0.6.DWG - P0.2 I EDIT: 11/11/2019 4:33 PM BY KAYLAA I PLOT: 11/13/2019 12:51 PM BY JUSTIN WIESE '\<ckED P R OFFS,s/ C. PRESSURE GAUGE FITTINGS: MANUFACTURER. P. WHEN SOLDERING,USE PASTE FLUX THAT ARE APPROVED BY THE MANUFACTURER FOR USE WITH LEAD FREE ALLOYS. a. GUNNEBO FASTENING CORP. �� C\ 1 N FF p� 1. OMEGA D. MODEL NUMBERS INDICATED AS BASIS-OF-DESIGN INDICATE VALVE CHARACTERISTICS.ALL VALVES ARE TO MEET CODE Q. IF VALVE APPLICATIONS ARE NOT INDICATED ON DRAWINGS,USE THE FOLLOWING: b. HILTI,INC. �k 84929 �9r- 2. WEISS LOW LEAD/LEAD FREE STANDARDS. 1. SHUTOFF SERVICE:BALL VALVES. C. ITW RAMSET/RED HEAD. 7� ar ,..... 3. TRERICE 1.06WARRANTY j R. IF VALVES WITH SPECIFIED SWP CLASSES OR CWP RATINGS ARE NOT AVAILABLE,THE SAME TYPES OF VALVES WITH d. MASTERSET FASTENING SYSTEMS, INC. V_ OREGON q 4. OR APPROVED EQUIVALENT. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS HIGHER SWP CLASSES OR CWP RATINGS MAY BE SUBSTITUTED. e. OR APPROVED EQUIVALENT. 1' ,,i \\ D. WATER HAMMER ARRESTORS(SHOCK ABSORBERS): AND DIVISION 01,GENERAL REQUIREMENTS. S. VALVES,EXCEPT WAFER/BUTTERFLY TYPES,WITH THE FOLLOWING END CONNECTIONS: 2.02 PIPE HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT` SNE 5 20 ti� 1. BELLOWS TYPE: PART 2-PRODUCTS 1. FOR COPPER TUBING,2-INCHES AND SMALLER.THREADED ENDS EXCEPT WHERE SOLDER-JOINT VALVE-END. A. HORIZONTAL PIPING HANGERS AND SUPPORTS-HORIZONTAL AND VERTICAL PIPING,AND HANGER ROD ATTACHMENTS: S ' . MGC" ' a. AMTROL 2.01 MANUFACTURERS 2. FOR COPPER TUBING,2-1/2-INCHES TO NPS 4-INCHES.FLANGED ENDS EXCEPT WHERE THREADED VALVE-END. 1. FACTORY FABRICATED HORIZONTAL PIPING HANGERS AND SUPPORTS TO SUIT PIPING SYSTEMS IN ACCORDANCE b. J.R.SMITH A. SOURCE LIMITATIONS FOR VALVES:OBTAIN EACH TYPE OF VALVE FROM A SINGLE SOURCE AND FROM A SINGLE 3. FOR COPPER TUBING:5-INCHES AND LARGER:FLANGED ENDS. MANUFACTURER'S PUBLISHED PRODUCT INFORMATION. 1 EXPIRES: 12/31/20 I c. WADE MANUFACTURER. 4. FOR STEEL PIPING,2-INCHES AND SMALLER:THREADED ENDS. 2. USE ONLY ONE TYPE BY ONE MANUFACTURER FOR EACH PIPING SERVICE. d. ZURN B. VALVES,GENERAL: 5. FOR STEEL PIPING,2-1/2-INCHES TO NPS 4-INCHES: FLANGED ENDS EXCEPT WHERE THREADED VALVE-END. 3. SELECT SIZE OF HANGERS AND SUPPORTS TO EXACTLY FIT PIPE SIZE FOR BARE PIPING AND TO EXACTLY FIT AROUND e. OR APPROVED EQUIVALENT. 1. APOLLO 6. FOR STEEL PIPING,5-INCHES AND LARGER: FLANGED ENDS. PIPING INSULATION WITH SADDLE OR SHIELD FOR INSULATED PIPING. (I) 2. PISTON TYPE: 2. ARMSTRONG T. VALVE ADJUSTING AND CLEANING: 4. PROVIDE COPPER-PLATED HANGERS AND SUPPORTS FOR UNINSULATED COPPER PIPING SYSTEMS. • ^` a. ppp 3. ASCO 1. INSPECT VALVES FOR LEAKS.ADJUST OR REPLACE PACKING TO STOP LEAKS.REPLACE VALVE IF LEAK PERSISTS. 5. PROVIDE PADDED PIPE HANGERS,CLAMPS AND SUPPORTS FOR THERMOPLASTIC PIPING SYSTEM. W b. SIOUX CHIEF 4. CLA-VAL 2. VALVE IDENTIFICATION.TAG VALVES PER SECTION 22 05 53,IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT. 6. INSTALL NO HUB CAST IRON PIPE AND FITTINGS PER CISPI 301-09 INSTALLATION PROCEDURES FOR HUBLESS CAST > •- c. OR APPROVED EQUIVALENT. 5. CONBRACO IRON PIPE AND FITTINGS FOR SANITARY AND STORM DRAIN WASTE AND VENT PIPING APPLICATIONS.BRACE HUBLESS Q6. CRANE 3.02 BALL VALVESCAST IRON PIPE AND FITTINGS 5-INCH AND LARGER WITH HOLDRITE NO HUB PIPE RESTRAINTS OR APPROVED E. TRAP PRIMERS: A. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. EQUIVALENT. S.. 1, WADE 7. CLOW 8. GRISWOLD 0 3.03 PRESSURE REGULATING VALVE-DOMESTIC WATER B. PIPE HANGERS,GUIDES AND CHANNEL SYSTEMS: n, 9. HAMMOND 2, ZURN A. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. 1. HANGER RODS:HANGER RODS CONTINUOUSLY THREADED OR THREADED ENDS ONLY IN CONCEALED SPACES AND C 3. J.R.SMITH 10.HAYS B. INSTALL VALVE IN THE LINE WITH ARROW ON VALVE BODY POINTING IN THE DIRECTION OF FLOW.THIS VALVE SHOULD BE THREADED ENDS ONLY IN EXPOSED SPACES;FINISH ELECTRO-GALVANIZED OR CADMIUM-PLATED IN CONCEALED Q_, O 4. PPPINSTALLED WHERE IT IS ACCESSIBLE WITH SUFFICIENT CLEARANCE FOR CLEANING,SERVICE OR ADJUSTMENT.INSTALL SPACES AND PRIME PAINTED IN EXPOSED SPACES;SIZES PER MSS.11. JENKINS E �} Q 5. OR APPROVED EQUIVALENT. THE REDUCING VALVE BEFORE A SILL COCKLINE IF POSSIBLE.BEFORE INSTALLING THE REDUCING VALVE HOSE BIBB, 2. HANGER ROD COUPLINGS: MALLEABLE IRON ROD COUPLING WITH ELONGATED CENTER SIGHT GAP FOR VISUAL 2.02 PRESSURE GAUGES 12. JOSAM FLUSH OUT THE LINE TO REMOVE LOOSE DIRT AND SCALE WHICH MIGHT DAMAGE VALVE DISC AND SEAT. INSPECTION;TO HAVE SAME FINISH AS HANGER RODS. (� A. PRESSURE GAUGES:ASME B40.100,PHOSPHOR-BRONZE BOURDON TYPE,DRY TYPE. 13. KENNEDY C. HORIZONTAL INSTALLATION IS RECOMMENDED.HOWEVER,VALVE CAN BE INSTALLED IN A VERTICAL POSITION. 3. PIPE RINGS FOR HANGER RODS:PIPE SIZES 2-INCH AND SMALLER,MSS SP TYPE 6 OR TYPE 10,OR APPROVED �'/ 1. CASE:CAST ALUMINUM,STEM-MOUNTED,FLANGE LESS. 14. MILWAUKEE REGULATOR MUST BE INSTALLED IN AN ACCESSIBLE LOCATION TO FACILITATE SERVICING THE REGULATOR. EQUIVALENT.PIPE SIZES 2-1/2-INCHES AND LARGER,CLEVIS TYPE HANGERS WITH ADJUSTABLE NUTS ON ROD. MSS SP 40 O L.. 2. SIZE:4-1/2-INCH DIAMETER. 15. MUELLER D. TO READJUST REDUCED PRESSURES,LOOSEN ADJUSTING SCREW NUT AND TURN ADJUSTING SCREW CLOCKWISE TO TYPE 1.PIPE RINGS TO HAVE SAME FINISH AS HANGER RODS. 3. WINDOW:CLEAR GLASS. 16.NIBCO RAISE REDUCED PRESSURE AND COUNTERCLOCKWISE TO LOWER REDUCED PRESSURE. 4. PIPE SLIDES:TYPE 35 REINFORCED TEFLON SLIDE MATERIAL(3/32-INCH MINIMUM THICKNESS)BONDED TO STEEL; 17.RED-WHITE VALVE E. WHEN REDUCING VALVE IS USED,IT MAKES A CLOSED SYSTEM;THEREFORE,PRESSURE RELIEF PROTECTION MUST BE HIGHLY FINISHED STEEL OR STAINLESS STEEL CONTACT SURFACES TO RESISTS CORROSION;60-80 PSI MAXIMUM J� f� 4. CONNECTOR:BRASS. ACTIVE CONTACT SURFACE LOADING;STEEL PARTS 3/16-INCH MINIMUM THICKNESS;ATTACHMENT TO PIPE AND c I ( ) a 5. SCALE:WHITE ALUMINUM WITH BLACK GRADUATION AND MARKINGS. 18.SMITH PROVIDED ON THE DOWNSTREAM SIDE OF THE REDUCING VALVE TO PROTECT EQUIPMENT. �i♦ 1,j 19.STOCKHAM F. PROVIDE PRESSURE RELIEF VALVE AND TERMINATE DISCHARGE TO INDIRECT WASTE RECEIVER. FRAMING BY WELDING. -(-- 6. POINTER:BLACK,ADJUSTABLE. 5. PIPE GUIDES: r D 7. MID-SCALE ACCURACY:ONE PERCENT. 20.TOUR ANDERSON G. ANYTIME A REDUCING VALVE IS ADJUSTED,THE USE OF A PRESSURE GAUGE IS RECOMMENDED TO VERIFY CORRECT y., 1-= c 21.WADE PRESSURE SETTING.DO NOT BOTTOM OUT ADJUSTING SCREW OR SPRING CAGE. a. FURNISH AND INSTALL PIPE GUIDES ON CONTINUOUS RUNS WHERE PIPE ALIGNMENT MUST BE MAINTAINED. 8. SCALE:PSI. MINIMUM TWO ON EACH SIDE OF EXPANSION JOINTS,SPACED PER MANUFACTURER'S RECOMMENDATIONS FOR / CC)9. BASIS OF DESIGN:TRERICE MODEL 600CB. 22.WATTS H. PROVIDE INLET AND OUTLET BALL VALVES,AND GLOBE VALVE BYPASS. PROVIDE PRESSURE GAUGE ON VALVE OUTLET. V PIPE SIZE.FASTEN GUIDES SECURELY TO PIPE AND STRUCTURE.ANY CONTACT WITH CHILLED WATER PIPE IS NOT r/ CY nn'` 0 23.WILKINS I. PROVIDE PRESSURE RELIEF VALVE PIPED FULL SIZE TO INDIRECT WASTE RECEIVER OR FLOOR DRAIN. TO PERMIT HEAT TO BE TRANSFERRED IN SUFFICIENT QUANTITY TO CAUSE CONDENSATION ON ANY SURFACE. 2.03 THERMOMETERS W A. THERMOMETERS-ADJUSTABLE ANGLE:RED OR BLUE APPEARING ORGANIC LIQUID IN GLASS,ASTM E 1;LENS FRONT 24.ZURN J. PROVIDE FACTORY STARTUP ON AUTOMATIC CONTROL VALVES. b. FURNISH AND INSTALL GUIDES APPROXIMATELY 4 PIPE DIAMETERS(FIRST GUIDE)AND 14 DIAMETERS(SECOND - TUBE,CAST ALUMINUM CASE WITH ENAMEL FINISH,CAST ALUMINUM ADJUSTABLE JOINT WITH POSITIVE LOCKING DEVICE; 25.OR APPROVED EQUIVALENT. 3.04 THERMOSTATIC POINT-OF-USE MIXING VALVES(ASSE 1070 RATED) GUIDE)AWAY FROM EACH END OF EXPANSION JOINTS.GUIDES ARE NOT TO BE USED AS SUPPORTS AND ARE IN 0 •D E ADJUSTABLE 360 DEGREES IN HORIZONTAL PLANE, 180 DEGREES IN VERTICAL PLANE. C. BALL VALVES: A. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. ADDITION TO OTHER PIPE HANGERS AND SUPPORTS. V) 1. SIZE:9-INCH SCALE. 1. SEE VALVES GENERAL ABOVE. B. INSTALL MIXING VALVE PER MANUFACTURER'S INSTRUCTION MANUAL. 6. CHANNEL TYPE PIPE HANGING SYSTEM:FRAMING MEMBERS NO. 12 GAUGE FORMED STEEL CHANNELS, 1-5/8-INCH 2. NSF VALVES: SQUARE,CONFORMING TO ASTM A570 GR33;ONE SIDE OF CHANNEL TO HAVE A CONTINUOUS SLOT WITH IN-TURNEDR0 ATE 2. WINDOW:ACRYLIC. END OF SECTION 0 G/) 3. SCALE:ALUMINUM,WHITE BACKGROUND,BLACK GRADUATIONS AND MARKINGS. a. CLOW LIPS; FRAMING NUT WITH GROOVES AND SPRING 1/2-INCH SIZE,CONFORMING TO ASTM 675 GR60;SCREWS CONFORMING TO ASTM A307;FITTINGS CONFORMING TO ASTM A575;PARTS ENAMEL PAINTED OR /I� 4. STEM:3/4-INCH NPT BRASS(ALUMINUM FOR INSTALLATION IN AIR DUCTS). b. KENNEDY SECTION 22 05 29-HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT ELECTRO-GALVANIZED. VJ 5. ACCURACY:2 PERCENT,PER ASTM E 77. c. NIBCO PART 1-GENERAL C. PIPE SADDLES AND SHIELDS: T-T� > S. CALIBRATION:0-160 WITH 2 DEGREES F GRADUATIONS. d. OR APPROVED EQUIVALENT. ]i)):1. FACTORY FABRICATED SADDLES OR SHIELDS UNDER PIPING HANGERS AND SUPPORTS FOR INSULATED PIPING. ti ) 1.01SUMMARY 7. BASIS OF DESIGN:TRERICE BX9. D. PRESSURE REGULATING VALVE-DOMESTIC WATER: 2. SIZE SADDLES AND SHIELDS FOR EXACT FIT TO MATE WITH PIPE INSULATION. 1/2 ROUND, 18 GAUGE, MINIMUM A. WORK INCLUDED: 0 2.04 PRESSURE-GAUGE FITTINGS 1. CASH ACME 12-INCHES IN LENGTH(4-INCH PIPE AND LARGER TO BE THREE TIMES LONGER THAN PIPE DIAMETER). 2. CVAL 1. PIPE HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT A. VALVES:NPS 1/4(DN8)BRASS OR STAINLESS-STEEL NEEDLE TYPE. 2. WALL AND FLOOR SLEEVES D. THERMAL-HANGER SHIELD INSERTS: 100-PSI(690-KPA)MINIMUM COMPRESSIVE STRENGTH INSULATION,ENCASED IN U "� IA- B. SIPHONS:NPS 1/4(DN8)COIL OF BRASS TURBINE WITH THREADED ENDS. 3. WATTS SHEET METAL SHIELD. 0 I .LE"...- B. 3. BUILDING ATTACHMENTS 4. WILKINS 1. MATERIAL FOR COLD PIPING:WATER-REPELLENT-TREATED,ASTM C533,TYPE I CALCIUM SILICATE WITH VAPOR C. SNUBBERS:ASME B40.5,NPS 1/4(DN8)BRASS BUSHING WITH CORROSION-RESISTANT POROUS-METAL DISC OF MATERIAL 4. FLASHING U SUITABLE FOR SYSTEM FLUID AND WORKING PRESSURE. 5. OR APPROVED EQUIVALENT. BARRIER. E. THERMOSTATIC POINT-OF-USE MIXING VALVES(ASSE 1070 RATED): 5. MISCELLANEOUS METAL AND MATERIALS = D 2 2.05 WATER HAMMER ARRESTORS(SHOCK ABSORBERS) 2. MATERIAL FOR HOT PIPING:WATER-REPELLENT-TREATED ASTM C533,TYPE 1 CALCIUM SILICATE. y 1.02RELATED SECTIONS A. BELLOWS TYPE,STAINLESS STEEL CASING AND BELLOWS, PRESSURE RATED,TESTED AND CERTIFIED IN ACCORDANCE 1. LAWLER 3. FOR TRAPEZE OR CLAMPED SYSTEM:INSERT AND SHIELD COVER ENTIRE CIRCUMFERENCE OF PIPE. 0 WITH PDI WH-201 OR ASSE 1010. 2. LEONARD A. CONTENTS OF DIVISION 22,PLUMBING AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. 4. FOR CLEVIS OR BAND HANGER:INSERT AND SHIELD TO COVER LOWER 180 DEGREES OF PIPE. B. PISTON-TYPE,COPPER,BRASS OR STAINLESS STEEL WITH 0-RING PISTON,PRESSURE RATED,TESTED AND CERTIFIED IN 1.g3REFERENCES AND STANDARDS 3. POWERS HYDROGUARO 5. INSERT LENGTH:EXTEND 2-INCHES BEYOND SHEET METAL SHIELD FOR PIPING OPERATING BELOWAMBIENTAIR (I) 0 V) N ACCORDANCE WITH PDI WH-201 OR ASSE 1010. 4. OR APPROVED EQUIVALENT. A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01, TEMPERATURE. L... 2.06 TRAP PRIMERS 2.02 VALVES-GENERAL GENERAL REQUIREMENTS. 6. THERMAL HANGER SHIELD INSERTS SHOULD BE PROVIDED AT THE HANGER POINTS AND GUIDE LOCATIONS ON PIPES0 8 B. IN ADDITION,MEET THE FOLLOWING: REQUIRING INSULATION.THE INSERTS SHOULD CONSIST OF POLYISOCYANURATE(URETHANE OR PHENOLIC 0 A. TRAP AUTOMATIC PRIMER VALVE WITH INTEGRAL ANTI SIPHON PROTECTION.CODE APPROVAL REQUIRED. A. GENERAL: 1. ASCE 7-10,MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. INSULATION)ENCIRCLING THE ENTIRE CIRCUMFERENCE OF THE PIPE WITH A 360 DEGREE PVC(1.524 MM THICK)WITH ..... vvv-/// (N B. FLUSH VALVE TAIL-PIECE TRAP PRIMER. PPP FVP-1VB. 1. SIZES: UNLESS OTHERWISE INDICATED,PROVIDE VALVES OF SAME SIZE AS UPSTREAM PIPE SIZE. A LIVING HINGE AND J LOCK AND INSTALLED DURING THE INSTALLATION OF THE PIPING SYSTEM. 2. OPERATORS: PROVIDE HANDWHEELS, FASTENED TO VALVE STEM,FOR VALVES OTHER THAN QUARTER-TURN. 2. HANGER SPACING INSTALLATION AND ATTACHMENT TO MEET ALL MANUFACTURER'S REQUIREMENTS AND MSS SP-58. 1___ C. ELECTRONIC TRAP SEAL AUTOMATIC PRIMER VALVE WITH INTEGRAL ANTI SIPHON PROTECTION AND TIMER.COORDINATE E. CONCRETE INSERTS: \\\ PROVIDE LEVER HANDLE FOR QUARTER-TURN VALVES 6-INCHES AND SMALLER. PROVIDE GEAR OPERATORS FOR 3. TERMINOLOGY:AS DEFINED IN MSS SP-90"GUIDELINES ON TERMINOLOGY FOR PIPE HANGERS AND SUPPORTS". QUANTITY,LOCATIONS AND VOLTAGE CHARACTERISTICS FOR CONTROL POINTS. 4. INSTALL PIPING PER SMACNA'S REQUIREMENTS. 1. MALLEABLE IRON BODY,HOT DIPPED GALVANIZED FINISH. LATERAL ADJUSTMENT.MSS TYPE 18. D. TRAP SEAL PRIMER VALVE(LOW LEAD)WITH INTEGRAL AUTOMATIC ANTI-SIPHON PROTECTION.THE PRIMING VALVE TO QUARTER-TURN VALVES 8-INCHES AND LARGER AND PLUG VALVES INSTALLED OVER 5-FEET ABOVE FINISHED FLOOR. F. CONTINUOUS CONCRETE INSERT: DISCHARGE ON BOTH PRESSURE DROP AND PRESSURE SPIKE.PPP CPO 500. 3. VALVE IDENTIFICATION:MANUFACTURER'S NAME(OR TRADEMARK)AND PRESSURE RATING CLEARLY MARKED ON 1.04SUBMITTALS PROJECT N O. VALVE BODY. A. SUBMITTALS AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL 1. STEEL CONSTRUCTION,MINIMUM 12 GAUGE.ELECTROGALVANIZED FINISH.PIPE CLAMPS AND INSERT NUTS TO MATCH. PART 3-EXECUTION 19-123.1 3.01 GENERAL INSTALLATION REQUIREMENTS B. VALVES IN INSULATED PIPING:WITH 2-INCH STEM EXTENSION AND FOLLOWING FEATURES: REQUIREMENTS. G. BEAM CLAMPS: ' A. FOR PLUMBING DEVICES REQUIRING ACCESS FROM ACCESS PANELS(I.E.TRAP PRIMERS,WATER HAMMER ARRESTORS 1. BALL VALVES:WITH EXTENDED OPERATING HANDLE OF NON-THERMAL-CONDUCTIVE MATERIAL,AND PROTECTIVE 1.05QUALITY ASSURANCE 1. MSS TYPE 19 AND 23,WIDE THROAT,WITH RETAINING CLIP. DRAWN BY : SLEEVE THAT ALLOWS OPERATION ON VALVE WITHOUT BREAKING THE VAPOR SEAL OR DISTURBING INSULATION AND A. QUALITY ASSURANCE AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL 2• UNIVERSAL SIDE BEAM CLAMP: MSS TYPE 20. AND THE LIKE)SUBMIT LOCATION/SIZE OF ALL ACCESS PANELS TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASE AND MEMORY STOPS THAT ARE FULLY ADJUSTABLE AFTER INSULATION IS APPLIED. REQUIREMENTS. H. HANGERS FOR PIPE SIZE 2-INCHES AND SMALLER: JMW INSTALLATION OF ACCESS PANEL.SEE SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS FOR ADDITIONAL - REQUIREMENTS. C. VALVE-END CONNECTIONS: 1.06WARRANTY 1. ADJUSTABLE SWIVEL RING HANGER, UL LISTED,TYPE 6 OR TYPE 10. CHECKED BY : B. PROVIDE INSTRUMENTS WITH SCALE RANGES SELECTED ACCORDING TO SERVICE WITH LARGEST APPROPRIATE SCALE. 1. FLANGED:WITH FLANGES ACCORDING TO ASME B16.1 FOR IRON VALVES. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS I. HANGERS FOR PIPE SIZE 2-1/2-INCHES AND LARGER: C. INSTALL PER MANUFACTURER RECOMMENDATIONS. 2. SOLDER JOINT:WITH SOCKETS ACCORDING TO ASME B16.18. AND DIVISION 01,GENERAL REQUIREMENTS. 1. ADJUSTABLE CLEVIS TYPE,UL LISTED,TYPE 1. JM 3.02 PRESSURE GAUGES 3. THREADED:WITH THREAD ACCORDING TO ASME B1.20.1. 1.07PERFORMANCE REQUIREMENTS J. RISER CLAMPS: DATE : A. INSTALL PRESSURE GAUGE WHERE EXPOSURE TO HEAT AND VIBRATION ARE MINIMAL AND WHERE THE DIAL CAN BE D. VALVE BYPASS AND DRAIN CONNECTIONS:MSS SP-45. A. GENERAL-PROVIDE PIPE AND EQUIPMENT HANGERS AND SUPPORTS IN ACCORDANCE WITH THE FOLLOWING: 1. STEEL,UL LISTED.MSS TYPE 8. EASILY READ. IT IS ALSO IMPORTANT TO INSTALL THE GAUGE IN A LOCATION WITH UNDISTURBED AND CONTINUOUS E. BUILDING SERVICE: 1. WHEN SUPPORTS,ANCHORAGES,AND SEISMIC RESTRAINTS FOR EQUIPMENT,AND SUPPORTS,ANCHORAGES,AND K. PLUMBERS TAPE: 11.11.2019 FLOW OF THE PRESSURE MEDIUM. 1. SHUTOFF AND ISOLATION VALVES: SEISMIC RESTRAINTS FOR PIPING ARE NOT SHOWN ON THE DRAWINGS,THE CONTRACTOR IS RESPONSIBLE FOR 1. NOT PERMITTED AS PIPE HANGERS OR PIPE STRAPS. REVISION B. PROVIDE A NEEDLE VALVE OR GAUGE COCK,INSTALLED BETWEEN THE PROCESS AND THE PRESSURE GAUGES. a. PIPE SIZES 3-INCHES AND SMALLER:BALL VALVE. L. PIPE ALIGNMENT AND SECONDARY SUPPORT SYSTEMS: C. INSTALL PRESSURE GAUGES IN PIPING TEE WITH PRESSURE GAUGE COCK,IN LOCATIONS WHERE THEY ARE EASILY READ 2. DRAIN SERVICE:BALL VALVES. 2. CONNECTIONS TO STRUCTURAL FRAMING ARE NOT TO INTRODUCE TWISTING,TORSION,OR LATERAL BENDING IN THE 1. SECONDARY PIPE SUPPORTS FOR GENERAL APPLICATIONS(NON-ACOUSTICAL). FROM NORMAL OPERATING LEVEL.INSTALL VERTICAL TO 45 DEGREES OFF VERTICAL. 3. STRAINER BLOW-OFF:BALL VALVE. FRAMING MEMBERS.PROVIDE SUPPLEMENTARY STEEL AS REQUIRED. a. SUPPORTS WILL BE MANUFACTURED IN COMPLIANCE WITH IAPMO PRODUCT STANDARD PS 42-96.ALL PRODUCTS D. LOCATIONS:INSTALL IN THE FOLLOWING LOCATIONS,AND ELSEWHERE AS INDICATED. 4. CHECK VALVES:SWING. B. ENGINEERED SUPPORT SYSTEMS: PROVIDED WILL BE LISTED BY IAPMO FOR SECONDARY PIPE SUPPORT. 1. AT EACH PUMP INLET AND OUTLET. 2.03 BALL VALVES 1. SUPPORT FRAMES SUCH AS PIPE RACKS OR STANCHIONS FOR PIPING AND EQUIPMENT WHICH PROVIDE SUPPORT b. SUPPORTS MAY BE USED WHEN SOUND AND/OR VIBRATION TRANSFER IS NOT A CONCERN. FROM BELOW. 2. SECONDARY PIPE SUPPORTS FOR SOUND AND VIBRATION ATTENUATION(ACOUSTICAL 2. AT INLET AND DISCHARGE OF EACH PRESSURE REDUCING VALVE. A. ALL BALL VALVES ON BRAZED PIPING ARE TO BE THREE-PIECE. 2. EQUIPMENT AND PIPING SUPPORT FRAME ANCHORAGE TO SUPPORTING SLAB OR STRUCTURE. ) 3. AT MAKE-UP WATER SERVICE OUTLETS. B. 2-1/2 INCHES AND SMALLER:MSS SP-110,400-600 PSI,TWO-PIECE FULL PORT BALL CONFIGURATION,BRONZE BODY, a. SUPPORTS WILL BE MANUFACTURED IN COMPLIANCE WITH IAPMO PRODUCT STANDARD PS 42-96.ALL PRODUCTS E. ADJUST GAUGES TO FINAL ANGLE,CLEAN WINDOWS AND LENSES,AND CALIBRATE TO ZERO. EXTENDED SOLDERED ENDS FOR COPPER PIPE AND THREADED ENDS FOR IRON PIPE, LEAD-FREE BRASS OR STAINLESS C. PROVIDE CHANNEL SUPPORT SYSTEMS, FOR PIPING TO SUPPORT MULTIPLE PIPES CAPABLE OF SUPPORTING THE PROVIDED WILL BE LISTED BY IAPMO FOR SECONDARY PIPE SUPPORT. STEEL BALL,LEAD-FREE BRASS STEM,TEFLON SEAT,EXTENDED STEEL HANDLE.APOLLO 77CLF 100 SERIES TWO-PIECE. COMBINED WEIGHT OF SUPPORTED SYSTEMS,SYSTEM CONTENTS AND TEST WATER. b. ACOUSTICAL PIPE SUPPORTS WILL BE MANUFACTURED AND INSTALLED IN COMPLIANCE WITH INTERNATIONAL F. INSTALL PER MANUFACTURER RECOMMENDATIONS. D. PROVIDE HEAVY-DUTY STEEL TRAPEZES FOR PIPING TO SUPPORT MULTIPLE PIPES CAPABLE OF SUPPORTING THE G. PRESSURE GAUGE RANGE/GRADUATIONS: C. 3 INCHES AND LARGER:MSS SP-110,400-600 PSI,THREE-PIECE FULL PORT BALL CONFIGURATION,BRONZE BODY, COMBINED WEIGHT OF SUPPORTED SYSTEMS,SYSTEM CONTENTS AND TEST WATER. ORGANIZATION FOR STANDARDIZATION(ISO)3822-1 WITH CURRENT AMENDMENTS. EXTENDED SOLDERED ENDS FOR COPPER PIPE AND THREADED ENDS FOR IRON PIPE,LEAD-FREE BRASS OR STAINLESS c. SUPPORTS WILL BE USED WHEN SOUND AND/OR VIBRATION TRANSFER ISA CONCERN.LOCATIONS WHERE 1. COLD WATER:0-100 PSI;GRADUATION 1 PSI STEEL BALL, LEAD-FREE BRASS STEM,TEFLON SEAT,EXTENDED STEEL HANDLE.APOLLO 82-100/82A 140 SERIES E. PROVIDE SEISMIC RESTRAINT HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT. ACOUSTICAL SUPPORTS WILL BE PROVIDED AND INCLUDE BUT ARE NOT LIMITED TO PARTITION WALLS BETWEEN 2. HOT WATER:0-100 PSI;GRADUATION 1 PSI THREE-PIECE. F. OBTAIN APPROVAL FROM AHJ FOR SEISMIC RESTRAINT HANGER AND SUPPORT SYSTEM TO BE INSTALLED FOR PIPING LIVING UNITS,TENANT SPACES,RETAIL UNITS,MECHANICAL ROOMS AND LOBBIES. 3.03 THERMOMETERS D. FULL PORT BALL VALVE:2-TO 4-INCH DUCTILE IRON,ASTM A536, MICRO FINISH STEEL CHROME PLATED OR STAINLESS AND EQUIPMENT. d. SUPPORT PRODUCTS: A. INSTALL THERMOMETERS IN PIPING SYSTEMS IN SOCKETS IN SHORT COUPLINGS.ENLARGE PIPES SMALLER THAN STEEL BALL AND STEM.TFE SEATS,600 PSI. PART 2-PRODUCTS 1) SUPPORT TO WALL BRACE AND WALL STUD PENETRATIONS:HOLDRITE#261,#262,#263,AND#264,OR 2-1/2-INCH FOR INSTALLATION OF THERMOMETER SOCKETS.ENSURE SOCKETS ALLOW CLEARANCE FROM INSULATION. 2.04 PRESSURE REGULATING VALVE-DOMESTIC WATER 2.01 MANUFACTURERS APPROVED EQUIVALENT. B. INSTALL THERMOMETERS IN LOCATIONS WHERE THEY ARE EASILY READ FROM NORMAL OPERATING LEVEL.INSTALL A. WATER:BRONZE BODY,DIAPHRAGM OR PISTON TYPE,SPRING ACTUATED,WITH SEPARATE OR INTEGRAL STAINLESS A. PIPE HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT: 2} PIPE WRAP FOR PIPE CLAMPS AND CHANNEL-MOUNTED PIPE CLAMPS:HOLDRITE#270,OR APPROVED VERTICAL TO 45 DEGREES OFF VERTICAL. STEEL STRAINER,PRESSURE RANGE TO SUIT CONDITIONS,APPROVED FOR POTABLE WATER USE,LOW LEAD.PROVIDE 1. PIPE HANGERS/SUPPORTS: EQUIVALENT. C. ADJUST THERMOMETERS TO FINAL ANGLE,CLEAN WINDOWS AND LENSES,AND CALIBRATE TO ZERO. SHUTOFF VALVES,PRESSURE RELIEF VALVES,UNIONS,DRAIN VALVE AND BYPASS. a. B-LINE SYSTEMS,INC. 3) PIPE WRAP FOR PIPE HANGERS:HOLDRITE#271,#272-2,AND#272-4,OR APPROVED EQUIVALENT. D. INSTALL PER MANUFACTURER RECOMMENDATIONS. B. WATER:AUTOMATIC CONTROL PRESSURE REGULATING VALVE,STAINLESS STEEL SEAT,STEM AND SPRING, DIAPHRAGM b. ANVIL INTERNATIONAL 4) DROP-EAR FITTING SUPPORT:HOLDRITE#265,OR APPROVED EQUIVALENT. E. THERMOMETER RANGE/GRADUATIONS: ACTUATED WITH BRASS BODY,HYDRAULIC CONTROL PILOTS WITH EFFLUENT OPERATING TEMPERATURE RANGE 32 c. HOLDRITE 5) FLOOR RISER ISOLATION PADS:HOLDRITE#275-T,OR APPROVED EQUIVALENT. 1. COLD WATER:25-125 DEGREES F;GRADUATION 1 DEGREE F DEGREES F TO 180 DEGREES F,FDA AND AWWA APPROVED. d. ERICO CO.,INC. 6) FLOOR ISOLATION PADS(GENERAL APPLICATIONS):HOLDRITE#274,#275,#276,AND#278,OR APPROVED 2. HOT WATER:30-240 DEGREES F;GRADUATION 2 DEGREES F C. WATER:BRONZE BODY CONSTRUCTION,STAINLESS STEEL STRAINER SCREEN,THERMAL EXPANSION BYPASS WITH e. SNAPPITZ THERMAL PIPE SHIELD MANUFACTURING EQUIVALENT. 3.04 PRESSURE-GAUGE FITTINGS RENEWABLE STAINLESS STEEL SEAT AND HIGH TEMPERATURE RESISTING DIAPHRAGM. f. RILCO MANUFACTURING CO.INC. M. FREESTANDING ROOF PIPE SUPPORTS: A. SEE"PRESSURE GAUGES"ARTICLE ABOVE. 2.05 THERMOSTATIC POINT-OF-USE MIXING VALVES(ASSE 1070 RATED) g. NELSON-OLSON INC. 1. POLYETHYLENE HIGH-DENSITY U.V.RESISTANT QUICK"PIPE"BLOCK WITH FOAM PAD. B. INSTALL PER MANUFACTURER RECOMMENDATIONS. A. THERMOSTATIC TYPE WITH BRONZE BODY CONSTRUCTION,CORROSION RESISTANT MATERIALS,UNION END STOPS, h. OR APPROVED EQUIVALENT. 2. RECOMMENDED INSTALLATION IS FOR PIPE BLOCKS TO BE FREESTANDING. CHECK INLETS WITH STRAINERS,0-200 DEGREE F DIAL THERMOMETER AND DISCHARGE SHUT-OFF VALVE. MIXING 3. PIPING 3-INCHES AND LARGER MOUNTED ON BLOCK TYPE SUPPORTS. 3.05 WATER HAMMER ARRESTORS(SHOCK ABSORBERS) VALVES TO MEET ASSE 1070. 2. CHANNEL SUPPORT SYSTEMS: A. INSTALL IN UPRIGHT POSITION,IN LOCATIONS AND OF SIZES IN ACCORDANCE WITH PDI WH-201 OR ASSE 1010,AND a. B-LINE SYSTEMS,INC. 2.03 WALL AND FLOOR SLEEVES B. MAXIMUM REQUIRED DELTA TEMPERATURE DIFFERENTIAL BETWEEN HOT WATER SUPPLY TEMPERATURE AND DELIVERY A. BELOW GRADE AND HIGH WATER TABLE AREAS: ELSEWHERE AS INDICATED. TEMPERATURE IS 15 DEGREES F.SET VALVE OUTLET TEMPERATURE PER DRAWING REQUIREMENTS. b. ANVIL INTERNATIONAL,ANVIT-STRUT B. LOCATE SHOCK ABSORBERS IN SUPPLY PIPE IN ACCORDANCE WITH RECOMMENDATIONS OF PLUMBING AND DRAINAGE c. ERICO HANGER CO.,INC.;0-STRUT DIV. 1. MODULAR LINK SEALING SYSTEM AT PIPE SLEEVES:NEOPRENE GASKET LINKS BOLTED TOGETHER AROUND AN PART 3 EXECUTION INTERIOR SLEEVE FORMING A WATERTIGHT SEAL.USE A MODULAR LINK SEALING SYSTEM AT SLEEVES TO INSTITUTE PDI-WH2O1 OR ASSE 1010.INSTALL AHEAD OF SOLENOID OPERATED VALVES.DETERMINE SIZE OF ABSORBER d. UNISTRUT CORP. 3.01 GENERAL INSTALLATION REQUIREMENTS CONTINUOUSLY FILL THE ANNULAR SPACE BETWEEN THE PIPE AND THE WALL OPENING.PROVIDE LINK-SEAL TYPE C BY FIXTURE UNIT VALUE OF FIXTURE SUPPLIED,USING PDI SYMBOLS TO DESIGNATE SIZES.PROVIDE ACCESS PANEL FOR A. PREPARE VALVES FOR SHIPPING AS FOLLOWS: e. HOLDRITE EZ-STRUT SYSTEMS UNLESS OTHERWISE NOTED.OS WITH S-316 STAINLESS CONSTRUCTION FOR CONTINUOUS WATER/TANK WALLS. EACH SHOCK ABSORBER. f. OR APPROVED EQUIVALENT. C. INSTALL PER MANUFACTURER RECOMMENDATIONS. 1. PROTECT INTERNAL PARTS AGAINST RUST AND CORROSION. 2. SLEEVES THROUGH CONCRETE FOUNDATION WALLS AND FLOORS.DUCTILE IRON PIPE.CLASS 50 OR 51 PIPE 2. PROTECT THREADS, FLANGE FACES,AND WELD ENDS. 3. THERMAL-HANGER SHIELD INSERTS: CONFORMING TO ANSI/AWWA Cl 51/A21.51,CEMENT LINED.PIPE SLEEVE WILL EXTEND A MINIMUM OF 6-INCHES 3.06 TRAP PRIMERS a. ERICO HANGER CO.,INC. BEYOND OUTSIDE PERIMETER OF FOUNDATION.FINAL PLACEMENT OF SLEEVE WILL BE CONFIRMED WITH PROJECT'S A. FLUSH SUPPLY LINE PRIOR TO INSTALLATION. 3. SET BALL VALVES OPEN TO MINIMIZE EXPOSURE OF FUNCTIONAL SURFACES. STRUCTURAL ENGINEER.IN AREAS WITH A HIGH WATER TABLE,PROVIDE AWWA C900,CLASS 235 PLASTIC PIPE IN LIEU 4. BLOCK CHECK VALVES IN EITHER CLOSED OR OPEN POSITION. b. PIPE SHIELDS,INC. B. INSTALL VALVE PLUMB USING CAUTION TO NOT OVER TIGHTEN.TIGHTENING TO MORE THAN 55 FT.LBS.CAN DAMAGE c. RILCO MANUFACTURING CO.,INC. OF DUCTILE IRON PIPE. VALVE AND VOID THE WARRANTY.DO NOT WRENCH ON HEX. B. USE THE FOLLOWING PRECAUTIONS DURING STORAGE: B. PRE-ENGINEERED FIRESTOP PIPE PENETRATION SYSTEMS:UL LISTED ASSEMBLIES FOR MAINTAINING FIRE RATING OF 1. MAINTAIN VALVE END PROTECTION. d. HOLDRITE INSULATION COUPLINGS C. EFFECTIVE OPERATING RANGE 20 TO 80 PSIG(138 TO 552 KPA). e. OR APPROVED EQUIVALENT. PIPING PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES.COMPLY WITH ASTM E814. D. DO NOT SUBJECT TRAP PRIMER VALVE TO PRESSURE IN EXCESS OF 125 PSI. 2. STORE VALVES INDOORS AND MAINTAIN AT HIGHER THAN AMBIENT DEW-POINT TEMPERATURE. IF OUTDOOR STORAGE C. INSULATING CAULKING: EAGLE OR PITCHER SUPER 66 HIGH TEMPERATURE CEMENT. IS NECESSARY,STORE VALVES OFF THE GROUND IN WATERTIGHT ENCLOSURES. 4. FREESTANDING ROOF SUPPORTS: END OF SECTION a. ERIC()HANGER CO.,INC. D. FABRICATED ACCESSORIES: C. INSPECT THE SHIPPING CONTAINER BEFORE UNPACKING TO LOOK FOR DAMAGE THAT COULD HAVE OCCURRED DURING 1. STEEL PIPE SLEEVES:FABRICATE FROM SCHEDULE 40 BLACK OR GALVANIZED STEEL PIPE. REMOVE END BURRS BY TRANSPORT,AND REPORT IT TO THE TRANSPORTATION COMPANY IMMEDIATELY.AFTER VISUAL INSPECTION,REMOVE b. NELSON-OLSEN INC. SECTION 22 05 23-GENERAL-DUTY VALVES FOR PLUMBING PIPING THE VALVE FROM THE SHIPPING CONTAINER.MAKE SURE THE FACES ARE FREE OF ANY SCRATCHES AND THAT THERE IS c. B-LINE GRINDING. NOT ANY OBVIOUS DAMAGE TO THE ACTUATOR ASSEMBLY OR VALVE BODY. d. M.FAB 2. SHEET METAL PIPE SLEEVES:FABRICATE FROM 0-90 GALVANIZED SHEETS CLOSED WITH LOCK-SEAM JOINTS. PART 1-GENERAL PROVIDE FOLLOWING MINIMUM GAUGES FOR SIZES INDICATED: 1.01SUMMARY D. MAKE SURE TO NOTE THE VALVE'S MODEL NUMBER DURING THE UNPACKING PROCESS.THE MODEL NUMBER WILL NEED e. OR APPROVED EQUIVALENT. a. SLEEVE SIZE 4-INCHES IN DIAMETER AND SMALLER: 18 GAUGE. A. WORK INCLUDED: TO BE PROVIDED WHEN PURCHASING REPLACEMENT PARTS. 5. PIPE ALIGNMENT AND SECONDARY SUPPORTS: 1. VALVES,GENERAL C. SLEEVE SIZES 7-INCHES AND LARGER: 14 GAUGE. SPECIFICATIONS E. PURGE AND CLEAN ALL PIPING TO BE CONNECTED TO VALVE. a. HOLDRITE E. SLEEVE SIZES 5-INCHES TO 6-INCHES: 16 GAUGE. ONS F. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. b. STARQUICK 2. BALL VALVES d. FIRE-RATED SAFING MATERIAL: - PLUMBING 3. PRESSURE REGULATING VALVE-DOMESTIC WATER G. DETERMINE THAT THE VALVE AND ITS PLUMBING PIPING IS ADEQUATELY SUPPORTED WHEN INSTALLED.IF A VALVE IS c. OR APPROVED EQUIVALENT. 1) ROCKWOOL INSULATION:COMPLYING WITH FS-HH-I-558,FORM A,CLASS IV,6 LBS./CU.FT.DENSITY WITH 4. THERMOSTATIC POINT-OF-USE MIXING VALVES(ASSE 1070 RATED) NOT ADEQUATELY SUPPORTED,THIS COULD PREVENT THE VALVE FROM OPERATING AND SEALING CORRECTLY.BE SURE B. WALL AND FLOOR SLEEVES: MELTING POINT OF 1985 DEGREES F AND K VALUE OF 0.24 AT 75 DEGREES F. THAT ALL MATING FLANGES ARE IN LINE AND PARALLEL TO MINIMIZE STRAINING ON JOINTS AND VALVE BODY. 1. PRE-ENGINEERED FIRESTOP PIPE PENETRATION SYSTEMS: 1.02RELATED SECTIONS 2) CALCIUM SILICATE INSULATION: NONCOMBUSTIBLE,COMPLYING WITH FS-HH-I-523,TYPE 11,SUITABLE FOR 100 H. USE SLING TO HANDLE LARGE VALVES;RIG SLING TO AVOID DAMAGE TO EXPOSED PARTS.DO NOT USE HANDWHEELS OR a. HOLDRITE HYDROFLAME DEGREES F TO 1200 DEGREES F SERVICE WITH K VALUE OF 0.40 AT 150 DEGREES F. A. CONTENTS OF DIVISION 22,PLUMBING AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. STEMS AS LIFTING OR RIGGING POINTS. 1.03REFERENCES AND STANDARDS b. PROSET 2.04 BUILDING ATTACHMENTS I. DO NOT ATTEMPT TO REPAIR DEFECTIVE VALVES;REPLACE WITH NEW VALVES. c. OR APPROVED EQUIVALENT. A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 22 00 00, PLUMBING BASIC REQUIREMENTS AND DIVISION 01, J. INSTALL VALVES HERE REQUIRED FOR PROPER OPERATION OF PIPING AND EQUIPMENT,INCLUDING VALVES IN BRANCH A. GENERAL:ANCHOR SUPPORTS TO EXISTING MASONRY,BLOCK AND TILE WALLS PER ANCHORING SYSTEM W GENERAL REQUIREMENTS. LINES WHERE NECESSARY TO ISOLATE SECTIONS OF PIPING.LOCATE VALVES SO AS TO BE ACCESSIBLE AND SO THAT C. BUILDING ATTACHMENTS: MANUFACTURER'S RECOMMENDATIONS OR AS MODIFIED BY PROJECT STRUCTURAL ENGINEER. PROVIDE ANCHOR BOLTS 1.04SUBMITTALS SEPARATE SUPPORT CAN BE PROVIDED WHEN NECESSARY. 1. ANCHOR-IT SUITABLE FOR CRACKED CONCRETE. • A. SUBMITTALS AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL K. INSTALL VALVES WITH STEMS POINTED UP,IN VERTICAL POSITION WHERE POSSIBLE,BUT IN NO CASE WITH STEMS 2. GUNNEBO FASTENING CORP. B. ANCHOR BOLTS: REQUIREMENTS. POINTED DOWNWARD FROM HORIZONTAL PLANE UNLESS UNAVOIDABLE. INSTALL VALVE DRAINS WITH HOSE END 3. ITW RAMSET/RED HEAD 1. ANCHOR BOLTS(CAST-IN-PLACE):STEEL BOLTS,ASTM A307.NUTS TO CONFORM TO ASTM A194.DESIGN VALUES FOR 1.05QUALITY ASSURANCE ADAPTER AND CAP ON CHAIN FOR EACH VALVE THAT MUST BE INSTALLED WITH STEM BELOW HORIZONTAL PLANE. 4. MASTERSET FASTENING SYSTEMS, INC. SHEAR AND TENSION NOT MORE THAN 80 PERCENT OF THE ALLOWABLE LISTED LOADS. ENSURE INSTALLATION PROVIDES FULL STEM MOVEMENT. 5. OR APPROVED EQUIVALENT. 2. ANCHOR(EXPANSION)BOLTS:CARBON STEEL TO ASTM A307;NUT TO CONFORM TO ASTM A194;DRILLED-IN TYPE. * INTERFACE A. QUALITY ASSURANCE AS REQUIRED BY SECTION 22 00 00, PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL DESIGN VALUES FOR SHEAR AND TENSION NOT MORE THAN 80 PERCENT OF THE ALLOWABLE LISTED LOADS. ENGINEERING REQUIREMENTS. L. INSULATION:WHERE INSULATION IS INDICATED, INSTALL EXTENDED STEM VALVES,ARRANGED IN PROPER MANNER TO D. FLASHING: RECEIVE INSULATION. 3. ANCHOR(ADHESIVE)BOLTS:CONSISTING OF TWO-PART ADHESIVE CARTRIDGE AND ZINC-PLATED TYPE A307 STEEL B. IN ADDITION,MEET THE FOLLOWING: 1. FASTENAL ANCHOR BOLT ROD ASSEMBLY WITH ASTM A194 NUT. PROJECT 2019-0641 1. NSF 61,ANNEX 0 AND/OR NSF/ANSI 372 FOR POTABLE WATER SERVICES.VALVES MUST BE 3RD-PARTY CERTIFIED. M. MECHANICAL ACTUATORS:INSTALL WITH CHAIN OPERATORS WHERE INDICATED. EXTEND CHAINS TO 5-FEET ABOVE 2. OR APPROVED EQUIVALENT. FLOOR AND HOOK TO CLIPS TO CLEAR AISLE PASSAGE. C. BEAM CLAMPS: CONTACT JUSTIN WIESE 2. ISO 9001 CERTIFIED. E. MISCELLANEOUS METAL AND MATERIALS: P03 1. MSS TYPE 19 AND 23,WIDE THROAT,WITH RETAINING CLIP. ; 3. IAPMO CERTIFIED FOR LOW LEAD. N. STEM SELECTION:OUTSIDE SCREW AND YOKE STEMS,EXCEPT PROVIDE INSIDE SCREW,NON-RISING STEM WHERE 1. SEE MISCELLANEOUS METAL AND MATERIALS ARTICLE BELOW. 100 • SW Main Street,Suite 1600 SPACE PREVENTS FULL OPENING OF OS&Y VALVES. 2. UNIVERSAL SIDE BEAM CLAMP:MSS TYPE 20. Portland,OR 97204 - C. SOURCE LIMITATIONS FOR VALVES:OBTAIN EACH TYPE OF VALVE FROM A SINGLE SOURCE AND FROM A SINGLE O. SEATS:RENEWABLE SEATS,EXCEPT WHERE OTHERWISE INDICATED. 2. POWDER-ACTUATED FASTENER SYSTEMS: 503.382.2266 www.interfaceengineenng.com \\pdx- roi3\pdx ro'ects\2019\2019-0641\cad\mechanica\0641 p0.2-p0.6.dw 1.11/7/2019 12:54:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER 'TANGS ASSOCIATES ARCHITECTS,INC. FILE: 0641PO. - P0.6.DWG - P0.3 EDIT: 11/11/2019 4:33 PM BY KAYLAA j PLOT: 11/13/2019 12:51 PM BY JUSTIN WIESE D. P WDER-A T ADRIVE PIN FASTENERS: �`��Pt() " �� C'1NEF �p2 O C U TED C. VERTICAL PIPING: SECTION 22 07 00-PLUMBING INSULATION 3.02 TYPE 1,GLASS WOOL PIPE INSULATION �4, 4, 84929 .p - 1. POWDER-ACTUATED DRIVE-PIN FASTENERS: POWDER ACTUATED TYPE, DRIVE PIN ATTACHMENTS WITH PULL-OUT AND 1. SUPPORT WITH U-CLAMPS FASTENED TO WALL TO HOLD PIPING AWAY FROM WALL UNLESS OTHERWISE APPROVED. PART 1 -GENERAL A. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED. 2, RISER CLAMPS TO BE DIRECTLY UNDER FITTING OR WELDED TO PIPE. PROVIDE NEOPRENE PADS FOR ALL SYSTEMS n' 4 �►� 1.01SUMMARY B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR BELOW GRADE INSTALLATION. I E. MECHANICAL-ANCHOR FASTENERS:INSERT-TYPE ATTACHMENTS WITH PULL-OUT AND SHEAR CAPACITIES APPROPRIATE EXCEPT NATURAL GAS. A. WORK INCLUDED: IV,- OREGON O FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED. 3. RISER TO BE SUPPORTED AT EACH FLOOR PENETRATION. C. LAP SEAL INSULATION WITH WATERPROOF ADHESIVE.DO NOT USE STAPLES OR OTHER METHODS OF ATTACHMENT F. GROUT:ASTM C1107,GRADE B,FACTORY MIXED AND PACKAGED,NONSHRINK AND NONMETALLIC,DRY, 4. PROVIDE STRUCTURAL STEEL SUPPORTS AT THE BASE OF PIPE RISERS.SIZE SUPPORTS TO CARRY FORCES EXERTED 1. TYPE 1,GLASS WOOL PIPE INSULATION WHICH WOULD PENETRATE VAPOR BARRIER.APPLY FITTING COVERS WITH SEATED TACKS AND VAPOR BARRIER TAPE. �?�� delNE 5 2 �� HYDRAULIC-CEMENT GROUT. BY PIPING SYSTEM WHEN IN OPERATION. 2. TYPE 7,ADA ACCESSIBLE LAVATORY/SINK INSULATION KIT D. APPLY INSULATION TO PIPE AND SEAL WITH SELF-SEALING LAP.USE SELF-SEALING BUTT STRIPS TO SEAL BUTT JOINTS. S M MCCL�' 3. ACCESSORIES INSULATE FITTINGS,VALVES AND UNIONS WITH SINGLE OR MULTIPLE LAYERS OF INSULATION AND COVER TO MATCH PIPE 1. CHARACTERISTICS: POST HARDENING AND VOLUME ADJUSTING;RECOMMENDED FOR BOTH INTERIOR AND EXTERIOR D. ADJUSTING AND PAINTING: 4. PIPE FITTING INSULATION COVERS APPLICATIONS. 1. ADJUST HANGERS SO AS TO DISTRIBUTE LOADS EQUALLY ON ATTACHMENTS. PROVIDE GROUT UNDER SUPPORTS TO OR USE PREFORMED PVC MOLDED INSULATION COVERS. 1 EXPIRES: 12/31/20 I 2. PROPERTIES: NONSTAINING,NONCORROSIVE,AND NON-GASEOUS. BRING PIPING AND EQUIPMENT TO PROPER LEVEL AND ELEVATIONS. 1.02RELATED SECTIONS 3.03 TYPE 7,ADA ACCESSIBLE LAVATORY/SINK INSULATION KIT 3. DESIGN MIX:5000-PSI(34.5-MPA),28-DAY COMPRESSIVE STRENGTH. 2. PRIME PAINT FERROUS NONGALVANIZED HANGERS,ACCESSORIES,AND SUPPLEMENTARY STEEL WHICH ARE NOT A. CONTENTS OF DIVISION 22,PLUMBING AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. A. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. 2.05 FLASHING FACTORY PAINTED. 1.03REFERENCES AND STANDARDS V) A. STEEL FLASHING:26 GAUGE GALVANIZED STEEL. 3.03 WALL AND FLOOR SLEEVES A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01, B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. SAFES:8 MIL THICK NEOPRENE. A. "LINK-SEAL"PIPE SLEEVES:INSTALL AT SLAB ON GRADE FLOOR/BELOW GRADE PIPING PENETRATIONS.PROVIDE GENERAL REQUIREMENTS. C. PROVIDE LAVATORY/SINK INSULATION KIT.INSTALL ON WASTE FITTINGS,HOT AND COLD WATER STOPS AND SUPPLIES. • C. CAPS:STEEL,22 GAUGE MINIMUM, 16 GAUGE AT FIRE-RESISTANT STRUCTURES. MANUFACTURER'S SLEEVE APPROPRIATE TO SEAL TYPE FOR PRE-CAST PENETRATIONS(EXCEPT FOR DWV PIPING AT B. IN ADDITION,MEET THE FOLLOWING: 3.04 ACCESSORIES •-- D. PROVIDE HOT DIPPED GALVANIZED COMPONENTS FOR ITEMS EXPOSED TO WEATHER. SLAB ON GRADE).PROVIDE MANUFACTURER'S SLEEVE APPROPRIATE TO SEAL TYPE FOR PRE-CAST PENETRATIONS. 1. PIPING INSULATION PRODUCTS TO CONTAIN LESS THAN 0.1 PERCENT BY WEIGHT PBDE IN ALL INSULATING MATERIALS. A. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. B. FABRICATED PIPE SLEEVES: 1.04SUBMITTALS Q +-•2.06 MISCELLANEOUS METAL AND MATERIALS B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. MISCELLANEOUS METAL:PROVIDE MISCELLANEOUS METAL ITEMS SPECIFIED HEREUNDER,INCLUDING MATERIALS, 1. PROVIDE EITHER STEEL OR SHEET METAL PIPE SLEEVES ACCURATELY CENTERED AROUND PIPE ROUTES.SIZE SUCH A. SUBMITTALS AS REQUIRED BY SECTION 22 40 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL C. PROVIDE AND INSTALL ACCESSORIES FOR ALL INSULATION TYPES LISTED IN THIS SECTION. FABRICATION,FASTENINGS AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION,WHERE INDICATED ON THAT PIPING AND INSULATION,IF ANY,WILL HAVE FREE MOVEMENT WITHIN THE SLEEVE,INCLUDING ALLOWANCE FOR REQUIREMENTS. THERMAL EXPANSION.SLEEVE DIAMETER TO BE DETERMINED BY LOCAL SEISMIC CLEARANCE REQUIREMENT,AND BY B. IN ADDITION,PROVIDE: 3.05 PIPE FITTING INSULATION COVERS0 DRAWINGS OR OTHERWISE NOT SHOWN ON DRAWINGS,THAT ARE NECESSARY FOR COMPLETION OF THE PROJECT.THE CONTRACTOR IS RESPONSIBLE FOR THEIR DESIGN. WATERPROOFING REQUIREMENTS. 1. INSTALLER QUALIFICATIONS. A. SEE GENERAL INSTALLATION REQUIREMENTS ABOVE. O 2. LENGTH:EQUAL TO THICKNESS OF CONSTRUCTION PENETRATED, EXCEPT EXTEND FLOOR SLEEVES 1-INCH ABOVE 2. PRODUCT DATA: IDENTIFY THERMAL CONDUCTIVITY,THICKNESS,AND JACKETS(BOTH FACTORY AND FIELD APPLIED, 1. FABRICATE MISCELLANEOUS UNITS TO SIZE,SHAPES AND PROFILES INDICATED OR,IF NOT INDICATED,OF REQUIRED B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. a FLOOR FINISH. DIMENSIONS TO RECEIVE ADJACENT OTHER WORK TO BE RETAINED BY FRAMING.EXCEPT AS OTHERWISE SHOWN, IF ANY),FOR EACH TYPE OF PRODUCT INDICATED. 3. PROVIDE TEMPORARY SUPPORT OF SLEEVES DURING PLACEMENT IN CONCRETE AND OTHER WORK AROUND END OF SECTION E Q) O FABRICATE FROM STRUCTURAL STEEL SHAPES AND PLATES AND STEEL BARS,OF WELDED CONSTRUCTION USING SLEEVES.PROVIDE TEMPORARY END CLOSURES TO PREVENT CONCRETE AND OTHER MATERIALS FROM ENTERING 3. MATERIAL TEST REPORTS:FROM A QUALIFIED TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION MITERED JOINTS FOR FIELD CONNECTION.CUT,DRILL AND TAP UNITS TO RECEIVE HARDWARE AND SIMILAR ITEMS. INDICATING,INTERPRETING,AND CERTIFYING TEST RESULTS FOR COMPLIANCE OF INSULATION MATERIALS,SEALERS, PIPE SLEEVES. ATTACHMENTS,CEMENTS,AND JACKETS WITH REQUIREMENTS INDICATED.INCLUDE DATES OF TESTS. n 1 0 S.STRUCTURAL SHAPES:WHERE MISCELLANEOUS METAL ITEMS ARE NEEDED TO BE FABRICATED FROM STRUCTURAL 4. SEAL EACH END AIRTIGHT WITH A RESILIENT NON HARDENING SEALER,UL LISTED AND FIRE RATED PER ASTM 814. SECTION 22 10 00-PLUMBING PIPING �/ STEEL SHAPES AND PLATES,PROVIDE MEMBERS CONSTRUCTED OF STEEL CONFORMING WITH REQUIREMENTS OF ASTM 4. INSTALLER CERTIFICATES:SIGNED BY THE CONTRACTOR CERTIFYING THAT INSTALLERS COMPLY WITH A36 OR APPROVED EQUIVALENT. 3.04 BUILDING ATTACHMENTS REQUIREMENTS. PART 1 -GENERAL0.- C. STEEL PIPE:PROVIDE SEAMLESS STEEL PIPE CONFORMING TO REQUIREMENTS OF ASTM A53,TYPE S,GRADE A,OR A. INSTALL WITHIN CONCRETE SLABS OR ATTACH TO STRUCTURAL STEEL OR WOOD.INSTALL ADDITIONAL BUILDING 5. SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1.01SUMMARY GRADE B.WEIGHT AND SIZE REQUIRED AS SPECIFIED. ATTACHMENTS WHERE SUPPORT IS REQUIRED FOR ADDITIONAL CONCENTRATED LOADS,INCLUDING VALVES,FLANGES, 1.05QUALITY ASSURANCE0 0 0 GUIDES,STRAINERS,EXPANSION JOINTS AND AT CHANGES IN DIRECTION OF PIPING. A. WORK INCLUDED: D. FASTENERS:PROVIDE FASTENERS OF TYPES AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS; A. QUALITY ASSURANCE AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL 1. SANITARY,DRAINAGE(RAIN/STORMWATER)DVW PIPING, BURIED WITHIN 5-FEET OF BUILDING SURFACE-APPLIED FASTENERS ARE SPECIFIED ELSEWHERE. B. ATTACHMENT TO WOOD STRUCTURE:PROVIDE MSS TYPE 34 FOR ATTACHMENT TO WOODEN BEAM OR APPROVED . REQUIREMENTS APPLY TO THIS SECTION. C ATTACHMENT FOR A WOOD STRUCTURE. 2. SANITARY,DRAINAGE(RAIN/STORMWATER)DWV PIPING,ABOVE GRADE E. BOLTS:LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH REQUIREMENTS B. IN ADDITION,MEET THE FOLLOWING: OF ASTM A307; INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS.FOR STRUCTURAL STEEL ELEMENTS C. INSTALL MECHANICAL-ANCHOR FASTENERS IN CONCRETE AFTER CONCRETE IS PLACED AND COMPLETELY CURED. 3. WATER PIPING, BURIED WITHIN 5-FEET OF BUILDING m INSTALL FASTENERS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. FORMALDEHYDE FREE:SHOULD BE THIRD-PARTY CERTIFIED WITH UL ENVIRONMENT VALIDATION. (�� HOT ANDCOLDOMESTIC WATER ABOVE GRADE V/ SUPPORTING MECHANICAL MATERIAL OR EQUIPMENT FROM BUILDING STRUCTURAL MEMBERS OR CONNECTION 4. D THERETO, USE FASTENERS CONFORMING TO ASTM A325. D. INSTALL CONCRETE INSERTS BEFORE CONCRETE IS PLACED;FASTEN INSERT SECURE TO FORMS.WHERE CONCRETE 2. RECYCLED CONTENT:A MINIMUM OF 40 PERCENT POST-CONSUMER RECYCLED GLASS CONTENT CERTIFIED AND ULi- WITH COMPRESSIVE STRENGTH LESS THAN 2500 PSI IS INDICATED,INSTALL REINFORCING BARS THROUGH OPENINGS AT VALIDATED. 5. CONDENSATE PIPING .- F. MISCELLANEOUS MATERIALS:PROVIDE INCIDENTAL ACCESSORY MATERIALS,TOOLS,METHODS AND EQUIPMENT 3. LOW EMITTING MATERIALS:FOR ALL THERMAL AND ACOUSTICAL APPLICATIONS OF GLASS MINERAL WOOL INSULATION0 VI) D E REQUIRED FOR FABRICATION. TOP IN INSERTS. 6. PRIMER PIPING PRODUCTS,PROVIDE MATERIALS COMPLYING WITH THE TESTING AND PRODUCTS REQUIREMENTS OF UL C) G. PROVIDE HOT DIPPED GALVANIZED COMPONENTS FOR ITEMS EXPOSED TO WEATHER. E. INSTALL POWDER-ACTUATED DRIVE PIN FASTENERS IN CONCRETE AFTER CONCRETE IS PLACED AND COMPLETELY GREENGUARD GOLD CERTIFICATION. 7. CLEANOUTS L.- CURED. CURED.USE OPERATORS THAT ARE LICENSED BY POWDER-ACTUATED TOOL MANUFACTURER.INSTALL FASTENERS 1.02RELATED SECTIONS H. USE STRAPS,THRESHOLD RODS AND WIRE WITH SIZES REQUIRED BY SMACNA TO SUPPORT PIPING. ACCORDING TO POWDER-ACTUATED TOOL MANUFACTURER'S OPERATING MANUAL.TEST POWDER-ACTUATED INSERT 4. INSTALLER TO HAVE MINIMUM 5 YEARS'EXPERIENCE IN THE BUSINESS OF INSTALLING INSULATION. 0 (1) , N I. GROUT:ASTM C1107,GRADE B, FACTORY MIXED AND PACKAGED,NONSHRINK AND NONMETALLIC, DRY, ATTACHMENTS WITH A MINIMUM LOAD OF 100 POUNDS. 1.06WARRANTY A. CONTENTS OF DIVISION 22,PLUMBING AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. C 0 HYDRAULIC-CEMENT GROUT. F. BOLTING: PROVIDE BORED,DRILLED OR REAMED HOLES FOR BOLTING TO MISCELLANEOUS STRUCTURAL METALS, A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 22 00 00, PLUMBING BASIC REQUIREMENTS 1.03REFERENCES AND STANDARDS 0 1. CHARACTERISTICS: POST HARDENING AND VOLUME ADJUSTING;RECOMMENDED FOR BOTH INTERIOR AND EXTERIOR FRAMES OR FOR MOUNTS OR SUPPORTS.FLAME CUT,PUNCHED OR HAND SAWN HOLES WILL NOT BE ACCEPTED. AND DIVISION 01,GENERAL REQUIREMENTS. A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01, APPLICATIONS. 1.07FIRE HAZARD CLASSIFICATION 2. PROPERTIES:NONSTAINING,NONCORROSIVE,AND NON GASEOUS. G. ANCHOR BOLTS: GENERAL REQUIREMENTS. 3. DESIGN MIX:5000-PSI(34.5-MPA),28-DAY COMPRESSIVE STRENGTH. 1. INSTALL ANCHOR BOLTS FOR MECHANICAL EQUIPMENT AND PIPING AS REQUIRED.TIGHTLY FIT AND CLAMP A. MAXIMUM FIRE HAZARD CLASSIFICATION OF THE COMPOSITE INSULATION CONSTRUCTION AS INSTALLED TO BE NOT 8. IN ADDITION,MEET THE FOLLOWING: BASE-SUPPORTED EQUIPMENT ANCHOR BOLTS AT EQUIPMENT SUPPORT POINTS.PROVIDE LOCKNUTS WHERE MORE THAN A FLAME SPREAD INDEX(FSI)OF 25 AND SMOKE DEVELOPED INDEX(SDI)OF 50 AS TESTED BY CURRENT 0 Z c PART 3-EXECUTION EQUIPMENT AND PIPING ARE HUNG. EDITION OF ASTM E84(NFPA 255)METHOD. 1. NSF 61,ANNEX G. L. 0 3.01 GENERAL INSTALLATION REQUIREMENTS 2. ANCHOR BOLTS(CAST-IN-PLACE):EMBED ANCHOR BOLTS IN NEW CAST-IN-PLACE CONCRETE TO ANCHOR EQUIPMENT. B. TEST PIPE INSULATION IN ACCORDANCE WITH REQUIREMENTS OF CURRENT EDITION OF UL"PIPE AND EQUIPMENT 2. STEEL PIPE TO CONFORM TO ASTM AND ANSI STANDARDS AS SPECIFIED IN THIS SECTION. A. EXAMINATION: INSTALL A PIPE SLEEVE AROUND THE ANCHOR BOLT FOR ADJUSTMENT OF THE TOP 1/3 OF THE BOLT EMBEDMENT; COVERINGS". 3. COPPER PIPING TO CONFORM TO ASTM B88,B306 AND B208 AND THE STANDARDS OF COPPER DEVELOPMENT 0 Filmem 4- 1. VERIFY BUILDING MATERIALS TO HAVE HANGERS AND ATTACHMENTS AFFIXED IN ACCORDANCE WITH HANGERS TO BE SIZES AND PATTERNS TO SUIT THE INSTALLATION CONDITIONS OF THE EQUIPMENT TO BE ANCHORED. PART 2-PRODUCTS ASSOCIATION(CDA),AND AMERICAN WELDING SOCIETY,(AWS). •v USED.PROVIDE SUPPORTING CALCULATIONS. H. PIPE ANCHORS:PROVIDE ANCHORS TO FASTEN PIPING WHICH IS SUBJECT TO EXPANSION AND CONTRACTION,AND 2.01 MANUFACTURERS 4. CAST IRON PIPING TO CONFORM TO STANDARDS OF ASTM A-74,CISPI 301 AND FM 1680. B. PREPARATION: ADJACENT TO EQUIPMENT TO PREVENT LOADING HIGH FORCES ONTO THE EQUIPMENT. A. TYPE 1,GLASS WOOL PIPE INSULATION: 5. MANUFACTURER'S STANDARDS SOCIETY(MSS)FOR VALVING AND SUPPORT REFERENCE STANDARD. 7.1::� 1. EXAMINE DRAWINGS AND COORDINATE FOR VERIFICATION OF EXACT LOCATIONS OF FIRE AND SMOKE RATED WALLS, I. ESCUTCHEON PLATES: INSTALL AROUND HORIZONTAL AND VERTICAL PIPING AT VISIBLE PENETRATIONS THROUGH 1. OWENS-CORNING L. v PARTITIONS, FLOORS AND OTHER ASSEMBLIES.INDICATE, BY SHADING AND LABELING ON RECORD DRAWINGS SUCH WALLS,PARTITIONS,FLOORS,OR CEILINGS, INCLUDING PENETRATIONS THROUGH CLOSETS,THROUGH BELOW CEILING 6. AMERICAN WATER WORKS ASSOCIATION(AVWVA)FOR VALVING ASSEMBLY STANDARDS. 2. JOHNS MANVILLE LOCATIONS AND LABEL AS"1-HOUR WALL,""2-HOUR FIRE/SMOKE BARRIER,"AND THE LIKE.DETERMINE PROPER CORRIDOR WALL,AND THROUGH EQUIPMENT ROOM WALLS AND FLOORS. 7. AMERICAN SOCIETY OF SANITATION ENGINEERS(ASSE)FOR VALVING STANDARDS. 0 0 N LOCATIONS FOR PIPING PENETRATIONS.SET SLEEVES IN PLACE IN NEW FLOORS,WALLS OR ROOFS PRIOR TO J. INSTALLATION OF METALLIC OR PLASTIC PIPING PENETRATIONS THROUGH NON FIRE-RATED WALLS AND PARTITIONS AND 3. OR APPROVED EQUIVALENT. CONCRETE POUR OR GROUTING. THROUGH SMOKE-RATED WALLS AND PARTITIONS: B. TYPE 7,ADA ACCESSIBLE LAVATORY/SINK INSULATION KIT:1. IPS/TRUEBRO 9. NFPA STANDARD 51B-"FIRE PREVENTION IN USE OF CUTTING AND WELDING PROCESSES".8. AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI)FOR PIPING STANDARDS. rr ` CDO nL- G. INSTALL HANGERS,SUPPORTS,ANCHORS AND SLEEVES AFTER REQUIRED BUILDING STRUCTURAL WORK HAS BEEN 1. INSTALL FABRICATED PIPE SLEEVE. �,j COMPLETED IN AREAS WHERE THE WORK IS TO BE INSTALLED.COORDINATE WITH PROJECT STRUCTURAL ENGINEER 2. AFTER INSTALLATION OF SLEEVE AND PIPING,TIGHTLY PACK ENTIRE ANNULAR VOID BETWEEN PIPING OR PIPING 2. MCGUIRE/PRO-WRAP 10.CROSSLINKED POLYETHYLENE(PEX)PIPE CONFORMING TO ASTM F876,F877 AND CSA B1375,OR DIN 16892 AND 16893. • ,40 CV PROPER PLACEMENT OF INSERTS,ANCHORS AND OTHER BUILDING STRUCTURAL ATTACHMENTS. INSULATION AND SLEEVE IDENTIFICATION WITH SPECIFIED MATERIAL. 3. PLUMBEREX/PRO-EXTREME 1.04SUBMITTALS 3.02 PIPE HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 3. SEAL EACH END AIRTIGHT WITH A RESILIENT NON HARDENING UL LISTED FIRE RESISTANT ASTM 814 SEALANT. 4. BROCAR TRAP WRAP A. SUBMITTALS AS REQUIRED BY SECTION 22 00 00, PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL A. HANGERS AND SUPPORTS: K. PIPING PENETRATIONS THROUGH FIRE-RATED(1 TO 3 HOUR)ASSEMBLIES: 5. OR APPROVED EQUIVALENT. REQUIREMENTS. 1. COMPLY WITH MSS SP-58.PIPE HANGER AND SUPPORT INSTALLATION:INSTALL HANGERS,SUPPORTS,CLAMPS,AND 1. SELECT AND INSTALL PRE-ENGINEERED PIPE PENETRATION SYSTEM IN ACCORDANCE WITH THE UL LISTING AND C. ACCESSORIES: 1.05QUALITY ASSURANCE PROJECT NO. ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM BUILDING STRUCTURE.FOR HORIZONTALLY HUNG MANUFACTURER'S RECOMMENDATION. 1. ITW INSULATION SYSTEMS A. QUALITY ASSURANCE AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL GROOVED-END PIPING,PROVIDER MINIMUM OF 2 HANGERS PER PIPE SECTION. 2. PROVIDE PROPER SIZING WHEN PROVIDING SLEEVES OR CORE-DRILLED HOLES TO ACCOMMODATE THE 2. OR APPROVED EQUIVALENT. 19-123.1 2. PIPE RING DIAMETERS: PENETRATION.FIRESTOP VOIDS BETWEEN SLEEVE OR CORE-DRILLED HOLE AND PIPE PASSING THROUGH TO MEET REQUIREMENTS. D. PIPE FITTING INSULATION COVERS: DRAWN BY a. UNINSULATED AND INSULATED PIPE,EXCEPT WHERE OVERSIZED PIPE RINGS ARE SPECIFIED: RING INNER THE REQUIREMENTS OF ASTM E814. USE HOLDRITE HYDROFLAME OR APPROVED EQUIVALENT. 1. ZESTON JOHNS MANVILLE 1.06WARRANTY DIAMETER TO SUIT PIPE OUTER DIAMETER. L. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS, BOLTS,RODS, NUTS,WASHERS AND OTHER 2. ITW INSULATION SYSTEMS A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS JMW b. INSULATED PIPING WHERE OVERSIZED PIPE RINGS ARE SPECIFIED AND VIBRATION ISOLATING SLEEVES:RING ACCESSORIES. 3. OR APPROVED EQUIVALENT. AND DIVISION 01,GENERAL REQUIREMENTS. INNER DIAMETER TO SUIT OUTER DIAMETER OF INSULATION OR SLEEVE. 3.05 FLASHING PART 2-PRODUCTS CHECKED BY 3. OVERSIZE PIPE RINGS:PROVIDE OVERSIZE PIPE RINGS OF 2-INCH AND LARGER SIZE. 2.02 TYPE 1,GLASS WOOL PIPE INSULATION A. FLASH AND COUNTERFLASH WHERE PIPING PASSES THROUGH WEATHER OR WATERPROOFED WALLS,FLOORS AND A. GLASS FIBER:ASTM C547 TYPE I AND IV;RIGID MOLDED,NONCOMBUSTIBLE. 2.01 MANUFACTURERS JM 4. PIPE SUPPORT BRACKETS:SUPPORT PIPE WITH PIPE SLIDES. ROOFS. 5. STEEL BACKING IN WALLS:PROVIDE STEEL BACKING IN WALLS TO SUPPORT FIXTURES AND PIPING HUNG FROM STEEL B. FLASH VENT SOIL PIPES WITH FLASHINGS PER DIVISION 01,GENERAL REQUIREMENTS. 1. THERMAL CONDUCTIVITY VALUE:0.27 BTU*IN!(HR*SF*F)AT 75 DEGREES F. R. SEE COMPONENT MANUFACTURERS LISTED IN INDIVIDUAL ARTICLES BELOW. DATE : STUD WALLS. C. FLASH FLOOR DRAINS OVER FINISHED AREAS AND ROOF DRAINS, 10-INCHES CLEAR ON SIDES, MINIMUM 36-INCHES X 2. MAXIMUM SERVICE TEMPERATURE:850 DEGREES F TO 1000 DEGREES F. B. UPONOR VAPOR RETARDER JACKET:WHITE KRAFT PAPER REINFORCED WITH GLASS FIBER AND BONDED TO ALUMINUM FOIL, 6. CHANNEL SUPPORT SYSTEM INSTALLATION:ARRANGE FOR GROUPING OF PARALLEL RUNS OF PIPING AND SUPPORT 36-INCHES SHEET SIZE.SEE DIVISION 01,GENERAL REQUIREMENTS. FASTEN FLASHING TO DRAIN WITH CLAMPING 3. C. CERRO 11.11.2019 TOGETHER ON FIELD-ASSEMBLED CHANNEL SYSTEMS. DEVICE. WITH SELF-SEALING LONGITUDINAL LAPS AND BUTT STRIPS OR VAPOR BARRIER MASTIC. a. FIELD ASSEMBLE AND INSTALL ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. D. INSTALL BUILT UP FIXTURES(MOP SINKS,SHOWER STALLS,SHOWER FLOORS)WITH WATER SEALING 2.03 TYPE 7,ADA ACCESSIBLE LAVATORY/SINK INSULATION KIT D. TYLER REVISION : 7. PIPE GUIDES: SYSTEMS/MEMBRANES TO MEET CODE AND AS PRESCRIBED BY DIVISION 01,GENERAL REQUIREMENTS AND SECTION 22 A. P-TRAPS,TRAP ARMS,TAIL PIECES,HOT WATER AND COLD WATER INSULATING GUARDS MEETING ASTM C1822.MOLDED E. ADS a. INSTALL ON CONTINUOUS RUNS WHERE PIPE ALIGNMENT MUST BE MAINTAINED.PROVIDE A MINIMUM OF TWO ON 00 00,PLUMBING BASIC REQUIREMENTS.MEET ALL CODE TESTING REQUIREMENTS.PROVIDE DRAINAGE DEVICES WITH CLOSED CELL INSULATION WITH VINYL COVER AND NYLON FASTENERS,PAINTABLE.THERMAL CONDUCTIVITY;K=1.17 F. CHARLOTTE EACH SIDE OF EXPANSION JOINTS,SPACED PER MANUFACTURER'S RECOMMENDATIONS FOR PIPE SIZE.FASTEN APPROPRIATE FLANGES,CLAMPS,ETC.TO MEET THESE INSTALLATION REQUIREMENTS AND ENSURE A WATER-TIGHT (BTU*IN/(HR*SF*F)AT 75 DEGREES F MEAN TEMPERATURE.PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE GUIDES TO PIPE STRUCTURE.ANY CONTACT WITH CHILLED WATER PIPE SHOULD NOT PERMIT HEAT TO BE INSTALLATION. INSTALLATION COVERING ALL EXPOSED WASTE PIPING,WATER PIPING,STOPS AND SUPPLIES.COLOR WHITE. G. ELKHART TRANSFERRED IN SUFFICIENT QUANTITY TO CAUSE CONDENSATION ON ANY SURFACE. 3.06 MISCELLANEOUS METAL AND MATERIALS 2.04 ACCESSORIES H. ENFIELD b. INSTALL APPROXIMATELY 4 PIPE DIAMETERS(FIRST GUIDE)AND 14 DIAMETERS(SECOND GUIDE)AWAY FROM EACH A. COORDINATE AND FURNISH ANCHORAGES,SETTING DRAWINGS,DIAGRAMS,TEMPLATES,INSTRUCTIONS AND A. EQUIPMENT INSULATION COMPOUNDS:PROVIDE ADHESIVES,CEMENT,SEALERS,MASTICS AND PROTECTIVE FINISHES AS I. FUSESEAL END OF EXPANSION JOINTS.DO NOT USE AS SUPPORTS.PROVIDE IN ADDITION TO OTHER REQUIRED PIPE DIRECTIONS FOR INSTALLATION OF ANCHORAGES,SUCH AS CONCRETE INSERTS,SLEEVES,ANCHOR BOLTS AND RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. J. GRUVLOK HANGERS AND SUPPORTS. MISCELLANEOUS ITEMS HAVING INTEGRAL ANCHORS,WHICH ARE TO BE EMBEDDED IN CONCRETE OR MASONRY B. PROVIDE STAPLES,BANDS,WIRE,WIRE NETTING,TAPE CORNER ANGLES,ANCHORS,STUD PINS AND METAL COVERS AS 8. HEAVY-DUTY STEEL TRAPEZE INSTALLATION:ARRANGE FOR GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING CONSTRUCTION.COORDINATE DELIVERY OF SUCH ITEMS TO PROJECT SITE. RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED.ACCESSORIES,I.E.,ADHESIVES, K. SPEARS AND SUPPORT TOGETHER ON FIELD-FABRICATED,HEAVY-DUTY TRAPEZES, B. FASTENING TO IN-PLACE CONSTRUCTION:PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE NECESSARY FOR MASTICS,CEMENTS AND TAPE TO HAVE SAME FLAME AND SMOKE COMPONENT RATINGS AS INSULATION MATERIALS L. NIBCO a. PIPES OF VARIOUS SIZES:SUPPORT TOGETHER AND SPACE TRAPEZES FOR SMALLEST PIPE SIZE OR INSTALL SECURING MISCELLANEOUS METAL FABRICATIONS TO IN-PLACE CONSTRUCTION; INCLUDING,THREADED FASTENERS WITH WHICH THEY ARE USED.SHIPPING CARTONS TO BEAR A LABEL INDICATING THAT FLAME AND SMOKE RATINGS DO M. ORION INTERMEDIATE SUPPORTS FOR SMALLER DIAMETER PIPES AS SPECIFIED ABOVE FOR INDIVIDUAL PIPE HANGERS. FOR CONCRETE AND MASONRY INSERTS,TOGGLE BOLTS,THROUGH-BOLTS,LAG BOLTS,WOOD SCREWS AND OTHER NOT EXCEED THOSE LISTED ABOVE.PROVIDE PERMANENT TREATMENT OF JACKETS OR FACINGS TO IMPART FLAME AND b. FIELD FABRICATE FROM ASTM A 36/A 36M,STEEL SHAPES SELECTED FOR LOADS BEING SUPPORTED.WELD STEEL CONNECTORS AS REQUIRED.AVOID CUTTING CONCRETE REINFORCING WHEN DRILLING FOR INSERTS.REFERENCE SMOKE SAFETY.PROVIDE NON-WATER SOLUBLE TREATMENTS. PROVIDE UV PROTECTION RECOMMENDED BY N. AMERICAN-USA ACCORDING TO AWS D-1.1 STRUCTURAL DRAWINGS AND REINFORCING SHOP DRAWINGS AND DETERMINE LOCATIONS OF STIRRUPS PRIOR TO MANUFACTURER FOR OUTDOOR INSTALLATION. 0. SIOUX CHIEF 9. GROUP PARALLEL RUNS OF HORIZONTAL PIPING TO BE SUPPORTED TOGETHER ON TRAPEZE-TYPE HANGERS. DRILLING INTO CONCRETE. 2.05 PIPE FITTING INSULATION COVERS P. VIEGA 10. WHERE PIPING OF VARIOUS SIZES IS TO BE SUPPORTED TOGETHER BY TRAPEZE HANGERS,SPACE HANGERS FOR C. CUTTING,FITTING AND PLACEMENT:PERFORM CUTTING,DRILLING AND FITTING REQUIRED FOR INSTALLATION OF A. PVC PLASTIC FITTING COVERS:SCHULLER ZESTON 2000,KNAUF PROTO FITTING OR APPROVED EQUIVALENT.ONE-PIECE Q. MUELLER SMALLEST PIPE SIZE OR INSTALL INTERMEDIATE SUPPORTS FOR SMALLER DIAMETER PIPE. MISCELLANEOUS METAL FABRICATIONS.SET WORK ACCURATELY IN LOCATION,ALIGNMENT AND ELEVATION, PLUMB, MOLDED TYPE FITTING COVERS AND JACKETING MATERIAL,GLOSS WHITE.CONNECTIONS:TACKS;PRESSURE SENSITIVE 11. DO NOT SUPPORT PIPING FROM OTHER PIPING. LEVEL,TRUE AND FREE OF RACK,MEASURED FROM ESTABLISHED LINES AND LEVELS. PROVIDE TEMPORARY BRACING COLOR MATCHING VINYL TAPE. R. OR APPROVED EQUIVALENT. 12. FIRE PROTECTION PIPING WILL BE SUPPORTED INDEPENDENTLY OF OTHER PIPING. OR ANCHORS IN FORMWORK FOR ITEMS WHICH ARE TO BE BUILT INTO CONCRETE MASONRY OR SIMILAR PART 3-EXECUTION S. CLEANOUTS: CONSTRUCTION. 3.01 GENERAL INSTALLATION INFORMATION 13.PREVENT ELECTROLYSIS IN SUPPORT OF COPPER TUBING BY USE OF HANGERS AND SUPPORTS WHICH ARE COPPER 1. J.R.SMITH PLATED. D. FIELD WELDING:COMPLY WITH AWS CODE FOR PROCEDURES OF MANUAL SHIELDED METAL-ARC WELDING,APPEARANCE A. VERIFICATION OF CONDITIONS: AND QUALITY OF WELDS MADE,AND METHODS USED IN CORRECTING WELDING WORK. 2. ZURN 14.INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS,BOLTS,RODS,NUTS,WASHERS AND 1. DO NOT APPLY INSULATION UNTIL PRESSURE TESTING AND INSPECTION OF PIPING HAS BEEN COMPLETED. OTHER ACCESSORIES. E. SETTING LOOSE PLATES:CLEAN CONCRETE AND MASONRY BEARING SURFACES OF ANY BOND REDUCING MATERIALS, 3. WADE 2. EXAMINE AREAS AND CONDITIONS UNDER WHICH INSULATION WILL BE INSTALLED.DO NOT PROCEED WITH WORK AND ROUGHEN TO IMPROVE BOND TO SURFACES.CLEAN BOTTOM SURFACE OF BEARING PLATES. 4. WATTS 15.INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED THERMAL AND SEISMIC MOVEMENT OF PIPING SYSTEMS, UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1. SET LOOSE LEVELING AND BEARING PLATES ON WEDGES OR OTHER ADJUSTABLE DEVICES.AFTER THE BEARING TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHOR,AND TO FACILITATE THE ACTION OF EXPANSION JOINTS, B. PREPARATION:CLEAN AND DRY SURFACES TO BE INSULATED. 5. SIOUX CHIEF EXPANSION LOOPS, EXPANSION BENDS AND SIMILAR UNITS. MEMBERS HAVE BEEN POSITIONED AND PLUMBED,TIGHTEN THE ANCHOR BOLTS. DO NOT REMOVE WEDGES OR SHIMS,BUT IF PROTRUDING,CUT-OFF FLUSH WITH EDGE OF THE BEARING PLATE BEFORE PACKING WITH GROUT.USE C. INSTALLATION: 6. OR APPROVED EQUIVALENT. 16. LOAD DISTRIBUTION:INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADS AND STRESSES FROM METALLIC NON-SHRINK GROUT IN CONCEALED LOCATIONS WHERE NOT EXPOSED TO MOISTURE;USE NON-METALLIC 1. INSULATION:CONTINUOUS THROUGH WALLS,FLOORS AND PARTITIONS EXCEPT WHERE NOTED OTHERWISE. T. FIRESTOPPING PENETRATIONS IN FIRE RATED WALL FLOOR ASSEMBLIES: MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. NON-SHRINK GROUT IN EXPOSED LOCATIONS,UNLESS OTHERWISE INDICATED. 2. PIPING AND EQUIPMENT: 17.PIPE SLOPES:INSTALL HANGERS AND SUPPORTS TO PROVIDE INDICATED PIPE SLOPES AND SO MAXIMUM PIPE 1. HILTI 2. PACK GROUT SOLIDLY BETWEEN BEARING SURFACES AND PLATES TO ENSURE THAT NO VOIDS REMAIN. a. INSTALL INSULATION OVER CLEAN,DRY SURFACES WITH ADJOINING SECTIONS FIRMLY BUTTED TOGETHER AND DEFLECTIONS ALLOWED BY ASME 831.9,"BUILDING SERVICES PIPING"IS NOT EXCEEDED. 2. PROSET F. FABRICATION: COVERING SURFACES. FILL VOIDS AND HOLES.SEAL RAW EDGES.INSTALL INSULATION IN A MANNER SUCH THAT 18.INSULATED PIPING:(COMPLY WITH THE FOLLOWING) 1. GENERAL:VERIFY DIMENSIONS PRIOR TO FABRICATION.FORM METAL ITEMS TO ACCURATE SIZES AND INSULATION MAY BE SPLIT, REMOVED,AND REINSTALLED WITH VAPOR BARRIER TAPE ON STRAINER CAPS AND 3. OR APPROVED EQUIVALENT. a. ATTACH CLAMPS AND SPACERS TO PIPING. CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION;MAKE WITH UNIONS.DO NOT INSTALL INSULATION UNTIL PIPING HAS BEEN LEAK TESTED AND HAS PASSED SUCH TESTS. DO 2.02 GENERAL 1) PIPING OPERATING ABOVE AMBIENT AIR TEMPERATURE:CLAMP MAY PROJECT THROUGH INSULATION. LINES STRAIGHT AND ANGLES SHARP,CLEAN AND TRUE;DRILL,COUNTERSINK,TAP,AND OTHERWISE PREPARE ITEMS NOT INSULATE MANHOLES,EQUIPMENT MANUFACTURER'S NAMEPLATES,HANDHOLES,AND ASME STAMPS. A. PROVIDE PIPE TUBE AND FITTINGS OF THE SAME TYPE,FITTING REQUIREMENTS,GRADE,CLASS AND THE SIZE AND 2) PIPING OPERATING BELOW AMBIENT AIR TEMPERATURE:USE THERMAL-HANGER SHIELD INSERT WITH CLAMP FOR CONNECTIONS WITH WORK OF OTHER TRADES,AS REQUIRED.FABRICATE TO DETAIL OF STRUCTURAL SHAPES, PROVIDE BEVELED EDGE AT SUCH INSULATION INTERRUPTIONS.REPAIR VOIDS OR TEARS. WEIGHT INDICATED OR REQUIRED FOR EACH SERVICE,AS INDICATED IN OTHER DIVISION 22,PLUMBING SPECIFICATIONS. SIZED TO MATCH OD OF INSERT. PLATES AND BARS;WELD JOINTS WHERE PRACTICABLE;PROVIDE BOLTS AND OTHER CONNECTION DEVICES D. PROVIDE ACCESSORIES AS REQUIRED.SEE PART 2 ARTICLE"ACCESSORIES"ABOVE. WHERE TYPE,GRADE,OR CLASS IS NOT INDICATED,PROVIDE PROPER SELECTION AS DETERMINED BY INSTALLER FOR 3) DO NOT EXCEED PIPE STRESS LIMITS ACCORDING TO ASME B31.9. REQUIRED. INCLUDE ANCHORAGES;CLIP ANGLES,SLEEVES,ANCHOR PLATES AND SIMILAR DEVICES.HOT DIP E. PROTECTION AND REPLACEMENT:PROTECT INSTALLED INSULATION DURING CONSTRUCTION.REPLACE DAMAGED INSTALLATION REQUIREMENTS,AND COMPLY WITH GOVERNING REGULATIONS AND INDUSTRY STANDARDS. b. INSTALL MSS SP-58,TYPE 39 PROTECTION SADDLES, IF INSULATION WITHOUT A VAPOR BARRIER IS INDICATED.FILL GALVANIZE AFTER FABRICATION ITEMS INSTALLED IN EXTERIOR LOCATIONS.SET ACCURATELY IN POSITION AS INSULATION WHICH CANNOT BE REPAIRED SATISFACTORILY, INCLUDING UNITS WITH VAPOR BARRIER DAMAGE AND INTERIOR VOIDS WITH INSULATION THAT MATCHES ADJOINING INSULATION. REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION.CONSTRUCT ITEMS WITH JOINTS FORMED FOR MOISTURE SATURATED UNITS. B. MANUFACTURED MATERIALS DELIVERED, NEW TO THE PROJECT SITE AND STORED IN THEIR ORIGINAL CONTAINERS. 1) OPTION:THERMAL-HANGER SHIELD INSERTS MAY BE USED.INCLUDE STEEL WEIGHT-DISTRIBUTION PLATE FOR STRENGTH AND RIGIDITY,ACCURATELY MACHINING FOR PROPER FIT;WHERE EXPOSED TO WEATHER,FORM TO F. LABELING AND MARKING:PROVIDE LABELS,ARROWS AND COLOR CODING ON PIPING.ATTACH LABELS AND FLOW C. PRODUCT MARKING:FURNISH EACH ITEM WITH LEGIBLE MARKINGS INDICATING NAME BRAND AND MANUFACTURER, PIPE NPS 4(DN100)AND LARGER IF PIPE IS INSTALLED ON ROLLERS. EXCLUDE WATER. DIRECTION ARROWS TO JACKETING PER SECTION 22 05 53,IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT. MANUFACTURING PROCESS,HEAT NUMBER AND MARKINGS AS REQUIRED PER ASTM AND UL/FM STANDARDS. 2. FINISHES: c. INSTALL MSS SP-58,TYPE 40 PROTECTIVE SHIELDS ON COLD PIPING HAVING A VAPOR BARRIER.SHIELDS TO SPAN G. INSULATION SHIELDS:PROVIDE HANGERS AND SHIELDS(18 GAUGE MINIMUM)OUTSIDE OF INSULATION FOR COLD PIPING 2.03 SANITARY,DRAINAGE(RAINtSTORMWATER)DWV PIPING,BURIED WITHIN 5-FEET OF BUILDING a. FERROUS METAL:AFTER FABRICATION,BUT BEFORE ERECTION,CLEAN SURFACES BY MECHANICAL OR CHEMICAL ARC OF 180 DEGREES. ( A. CAST IRON PIPE:ASTM A888/CISPI 301 HUBLESS. METHODS TO REMOVE RUST,SCALE,OIL,CORROSION,OR OTHER SUBSTANCES DETRIMENTAL TO BONDING OF <60 DEGREES F).HOT WATER PIPING HANGERS MAY PENETRATE INSULATION TO CONTACT PIPE DIRECTLY.PROVIDE 1) OPTION:THERMAL-HANGER SHIELD INSERTS MAY BE USED.INCLUDE STEEL WEIGHT-DISTRIBUTION PLATE FOR SUBSEQUENTLY APPLIED PROTECTIVE COATINGS.FOR METAL ITEMS EXPOSED TO WEATHER OR MOISTURE, 18-INCH LONG,NONCOMPRESSIBLE INSULATION SECTION AT INSULATION SHIELDS FOR LINES 1-1/2-INCHES AND LARGER 1. FITTINGS:CAST IRON. PIPE NPS 4(DN100)AND LARGER IF PIPE IS INSTALLED ON ROLLERS. (HOT AND COLD PIPING). GALVANIZE IN MANNER TO OBTAIN G90 ZINC COATING IN ACCORDANCE WITH ASTM A123. PROVIDE OTHER 2. COUPLING ASSEMBLY: d. SHIELD DIMENSIONS FOR PIPE,NOT LESS THAN THE FOLLOWING: NON-GALVANIZED FERROUS METAL WITH 1 COAT OF APPROVED RUST-RESISTING PAINT PRIMER,IN MANNER TO H. PIPING SURFACES TO BE INSULATED: 1) NPS 1/4 TO NPS 3-1/2(DN8 TO DN 90): 12-INCHES LONG AND 0.048-INCH THICK. OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS.TOUCH-UP DAMAGED AREAS WITH PRIMER OF SAME a. HEAVY DUTY:ASTM C1540,CLAMP-ALL HI-TORQ 125,HUSKY SD 4000,MISSION HEAVYWEIGHT COUPLINGS. 2) NPS 4(DN100): 12-INCHES LONG AND 0.06-INCH THICK. MATERIAL BEFORE INSTALLATION.APPLY ZINC COATINGS AND PAINT PRIMERS UNIFORMLY AND SMOOTHLY;LEAVE B. ABS PIPE:ASTM D2661 SCHEDULE 40,SOLID WALL PIPING FOR DRAINAGE/WASTE AND VENT(DWV). e. PIPES NPS 8(DN200)AND LARGER:INCLUDE WOOD INSERTS. READY FOR FINISH PAINTING AS SPECIFIED ELSEWHERE. 1. FITTINGS:ABS DWV ASTM D2661. SPECIFICATIONS f. INSERT MATERIAL:LENGTH AT LEAST AS LONG AS PROTECTIVE SHIELD. b. METAL IN CONTACT WITH CONCRETE,MASONRY AND OTHER DISSIMILAR MATERIALS: ITEM TO BE INSULATED SYSTEM INSULATION TYPE PIPE SIZE INSULATION THICKNESS 2. JOINTS:SOLVENT WELDED WITH ASTM D2235 CEMENT. g. THERMAL-HANGER SHIELDS:INSTALL WITH INSULATION SAME THICKNESS AS PIPING INSULATION. 1) WHERE METAL ITEMS ARE TO BE ERECTED IN CONTACT WITH DISSIMILAR MATERIALS, PROVIDE CONTACT HOT WATER PIPING 1 (105F TO 140F)1RUNOUTS UP TO 1-1/2-INCH 1-INCH 19. EQUIPMENT CLEARANCES:DO NOT ROUTE EQUIPMENT OR PIPING THROUGH ELECTRICAL ROOMS,TRANSFORMER SURFACES WITH COATING OF AN APPROVED ZINC-CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN (UNCIRCULATED BRANCHES) MAINS=<1-1/4-INCH 1-INCH C. PVC PIPE:ASTM 0 2665 IPS SCHEDULE 40,SOLID WALL PIPING FOR DRAINAGE/WASTE AND VENT(DVW). - PLUMBING VAULTS,IT ROOMS,OR OTHER ELECTRICAL OR ELECTRONIC EQUIPMENT SPACES AND ENCLOSURES AND THE LIKE. 1.0 MIL DRY FILM THICKNESS, IN ADDITION TO OTHER COATINGS SPECIFIED IN THESE SPECIFICATIONS. 1. FITTINGS: PVC DVW ASTM D2665. WITHIN EQUIPMENT ROOMS,PROVIDE MINIMUM 3-FEET LATERAL CLEARANCE FROM ALL SIDES OF ELECTRIC c. FOR GALVANIZED SURFACES:CLEAN FIELD WELDS,BOLTED CONNECTIONS,AND ABRADED AREAS AND APPLY ABOVE GRADE MAINS>1-1/4-INCH 1-1/2-INCH 2. JOINTS:SOLVENT WELDED,WITH ASTM D2564 SOLVENT CEMENT,2-STEP GLUE(PRIMER AND GLUE)IS REQUIRED. SWITCHGEAR PANELS.DO NOT ROUTE PIPING OR EQUIPMENT ABOVE ANY ELECTRIC POWER OR LIGHTING PANEL, GALVANIZING REPAIR PAINT TO COMPLY WITH ASTM A780. SWITCHGEAR,OR SIMILAR ELECTRIC DEVICE.COORDINATE WITH ELECTRICAL AND COORDINATE EXACT EQUIPMENT G. METAL FABRICATION: HOT WATER CIRCULATION 1 (105F TO 140F)1RUNOUTS UP TO 1-1/2-INCH 1-INCH 2.04 SANITARY,DRAINAGE(RAIN/STORMWATER)DWV PIPING,ABOVE GRADE OR PIPE ROUTING TO PROVIDE PROPER CLEARANCE WITH SUCH ITEMS. 1. CUT,DRILL,AND FIT MISCELLANEOUS METAL FABRICATIONS FOR HEAVY-DUTY STEEL TRAPEZES AND EQUIPMENT PIPING ABOVE GRADE MAINS=<1-1/4-INCH 1-INCH A. CAST IRON PIPE:ASTM A888/CISPI 301 HUBLESS. 20.PIPE SUPPORTS AND HANGER SPACING(PIPE SUPPORTED FROM STRUCTURE OR FLOOR-SUPPORTED)TO MEET THE SUPPORTS. MAINS>1-1/4-INCH 1-1/2-INCH 1. FITTINGS:CAST IRON. REQUIREMENTS OF REFERENCES AND STANDARDS ARTICLE IN PART 1 ABOVE. 2. FIT EXPOSED CONNECTIONS TOGETHER TO FORM HAIRLINE JOINTS.FIELD-WELD CONNECTIONS THAT CANNOT BE 2. COUPLING ASSEMBLY: B. PIPE CURB ASSEMBLIES: SHOP-WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. 1. PROVIDE FOR PIPING AND ELECTRICAL CONDUIT WHICH PENETRATES THE STRUCTURAL ROOF DECK TO SERVICE 3. FIELD WELDING:COMPLY WITH AWS D1.1 PROCEDURES FOR SHIELDED METAL ARC WELDING,APPEARANCE AND a. STANDARD DUTY:ASTM C1277 OR CISPI 310. EQUIPMENT ABOVE THE ROOF LEVEL(I.E.,PIPING,ELECTRICAL POWER AND CONTROL WIRING).MEET REQUIREMENTS QUALITY OF WELD AND METHODS USED IN CORRECTING WELDING WORK,AND WITH THE FOLLOWING: COLD WATER PIPING 1 =<1-1/2-INCH 1/2-INCH 2.05 WATER PIPING,BURIED WITHIN 5-FEET OF BUILDING OF ROOF WARRANTY. a. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION ABOVE GRADE >1-1/2-INCH 1-INCH A. COPPER PIPE:ASTM B88,HARD DRAWN,TYPE K(A). 0INTERFACE 2. PROVIDE PREFABRICATED UNITS FOR ROOF MEMBRANE AND INSULATION PENETRATIONS RELATED TO EQUIPMENT. RESISTANCE OF BASE METALS. 1. FITTINGS:ASME B16.18,CAST COPPER ALLOY OR ASME B16.22 WROUGHT COPPER AND BRONZE. ENGINEER 1 N G COORDINATE WITH ROOFING SYSTEM.SET SUPPORTS ON THE STRUCTURAL DECK.DO NOT SET SUPPORTS ON b. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. 2. JOINTS:BRAZED-BCUP2. INSULATION OR ROOFING. PROVIDE LEVEL SUPPORTS BY PREFABRICATED PITCH BUILT INTO THE CURB. c. REMOVE WELDING FLUX IMMEDIATELY. PROJECT 2019 0641 /� - 3. PIPING ABOVE ROOF TO BE SUPPORTED WITH FREESTANDING ROOF PIPE SUPPORTS UNLESS DETAILED OTHERWISE. d. FINISH WELDS AT EXPOSED CONNECTIONS SO NO ROUGHNESS SHOWS AFTER FINISHING AND CONTOURS OF ADA ACCESSIBLE 7 ALL AS LISTED B. DUCTILE IRON PIPE:AWWA C151/A21.51. COW ACE JUSTIN WIESEP 0 • ,(,•1�, AT ROOFING APPLICATIONS,THE ADHESION MASTIC IS TO BE SPECIFICALLY SUBMITTED TO AND APPROVED BY THE WELDED SURFACES MATCH ADJACENT CONTOURS. 1. FITTINGS:DUCTILE OR GRAY IRON,STANDARD THICKNESS. LAVATORY/SINK 100 SW Main Street,Suite 1600 ROOFING SYSTEM MANUFACTURER/INSTALLER TO MAINTAIN THE INTEGRITY OF ALL WARRANTIES. 4. PROVIDE HOT DIPPED GALVANIZED COMPONENTS FOR ITEMS EXPOSED TO WEATHER. 2. JOINTS:AWWA C111/A21.11,RUBBER GASKET WITH 3/4-INCH DIAMETER RODS,MEGA LUG TYPE. Portland,OR 97204 - 4. AT CONCRETE FLOORS,INSTALL A POLYURETHANE MASTIC TO THE SUPPORT BLOCK AND ADHERE IN PLACE. END OF SECTION TEL 503.382.2266 www.interfaceengineering corn \pdx,-,proj3\pdx roiects\2019\2019-0641\cad\mechanics\0641p0.2-p0.6.dw 111/7/2019 12:54:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641P0 2 - P0.6.DWG - P0.4 I EDIT: 11/11/2019 4:33 PM BY KAYLAA I PLOT: 11/13/2019 12:51 PM BY JUSTIN WIESE 2.06 HOT AND COLD DOMESTIC WATER ABOVE GRADE WITHOUT VENTING AND DRAINING CONNECTED PIPING. PROVIDE HOSE CONNECTIONS AND CAPS ON DRAIN LINES. E. SANITARY AND STORM DRAINAGE: 3.06 CONDENSATE PIPING SCD 4��G I N E ,p O� A. COPPER TUBE:3-INCHES AND ABOVE.ASTM 1388(ASTM BA88M),TYPE L(B),DRAWN. k. ESCUTCHEON PLATES:WHERE EXPOSED INSULATED AND UNINSULATED PIPING PASSES THROUGH WALLS,FLOORS 1. GRADE PIPING AT A UNIFORM PITCH OF 2 PERCENT UNLESS OTHERWISE NOTED ON DRAWINGS. A. FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL/FLOOR ASSEMBLIES: , 84929 r 1. FITTINGS:ASME 816.18,CAST COPPER ALLOY OR ASME B16.22,WROUGHT COPPER AND BRONZE. OR CEILINGS; PROVIDE SPRING CLIP TYPE. PROVIDE PLATES ON BOTH SIDES OF WALL OR FLOOR. t j C f. aid.„4/ 2. INDIRECT WASTE OR DRAIN PIPING:EXTEND PIPING TO DISCHARGE AS SHOWN ON DRAWINGS.MAINTAIN MINIMUM AIR 1. PROVIDE PROPER SIZING WHEN PROVIDING SLEEVES OR CORE-DRILLED HOLES TO ACCOMMODATE PENETRATION. 2. JOINTS BRAZED BCUP2. C. TESTING: GAP.PROVIDE TRAPS ON INDIRECT WASTE OR DRAIN PIPING EXCEEDING 60-INCHES. FIRESTOP VOIDS BETWEEN SLEEVE OR CORE-DRILLED HOLE AND PIPE PASSING THROUGH TO MEET REQUIREMENTS f', OREGON Q B. C1. FITTINGS:PPER TUBE:ASME B 6�8 CO PERHES AND MALLER.ASTM B88(ASTM B88M),TYPE L(B),DRAWN. 1. a.ENERAL:PROVIDE TEMPORARY EQUIPMENT FOR TESTING,INCLUDING PUMPS,COMPRESSORS,TANKS,AND GAUGES,AS 3. SECTION 22 40FIXTURE 1ERS:CONCEALED 00 PLUMBING FIXTURES.RE CARRIERS FOR WALL HUNG PLUMBING FIXTURES ARE SPECIFIED IN OF ASTM E814. �� JUNE 5,D\ N,� 3.07 PRIMER PIPING Fs+ \-*.. 2. JOINTS:ASTM B32,ALLOY SN95 SOLDER. REQUIRED.TEST PIPING SYSTEMS BEFORE INSULATION(IF ANY)IS INSTALLED AND REMOVE OR DISENGAGE 4. DRAINS: M• N1CC\- C. COPPER TUBE:WATER PRESSURES UP TO 250 PSI GAUGE.ASTM B 88(ASTM BA 88M),TYPE K(A), DRAWN. CONTROL DEVICES BEFORE TESTING.WHERE NECESSARY,TEST SECTIONS OF EACH PIPING SYSTEM A. DRAINAGE,WASTE AND VENT PIPING:TEST IN ACCORDANCE WITH GOVERNING PLUMBING CODE OR AS FOLLOWS:TEST INDEPENDENTLY,BUT DO NOT USE PIPING VALVES TO ISOLATE SECTIONS WHERE TEST PRESSURES EXCEED a. INSTALL DRAINS TO SUIT FINISHED FLOOR OR ROOF SURFACE.INSTALL DRAINS AND COMPONENTS PER DRAINAGE AND VENTING SYSTEMS,WITH NECESSARY OPENINGS PLUGGED,TO PERMIT SYSTEM TO BE FILLED WITH 1. FITTINGS:ASME 816.18,CAST COPPER ALLOY OR ASME 816.22,WROUGHT COPPER AND BRONZE. MANUFACTURER'S INSTRUCTIONS.SLOPE FLOORING TO FLOOR DRAIN OR SINK A MINIMUM OF 1/2-INCH BELOW WATER AND SUBJECTED TO WATER PRESSURE OF MINIMUM OF 5 PSI HEAD.SYSTEM TO HOLD WATER WITHOUT WATER EXPIRES: 12/31/20 2. JOINTS:BRAZED BCUP2. LOCAL VALVE OPERATING PRESSURE RATING.FILL EACH SECTION WITH WATER,COMPRESSED AIR,OR NITROGEN FINISHED FLOOR ELEVATION. LEVEL DROP GREATER THAN 1/2 PIPE DIAMETER OF LARGEST NOMINAL PIPE SIZE WITHIN 24-HOUR PERIOD.TEST SYSTEM AND PRESSURIZE FOR THE INDICATED PRESSURE AND TIME. IN SECTIONS IF MINIMUM HEAD CANNOT BE MAINTAINED IN EACH SECTION.5 PSI HEAD TO BE MINIMUM PRESSURE AT D. COPPER TUBE:ASTM B88(ASTM 688M),TYPE K(A),DRAWN. b. NOTIFY ARCHITECT AND LOCAL PLUMBING INSPECTOR 2 DAYS BEFORE TESTS. b. INSTALL P-TRAPS FOR HUB DRAINS,FLOOR DRAINS AND FLOOR SINKS.P-TRAPS TO BE OF THE SAME MATERIALS AS HIGHEST JOINT. V) 1. FITTINGS:ASME 816.22,WROUGHT COPPER. SOIL AND WASTE PIPING.PROVIDE TRAP PRIMER ASSEMBLY FOR EACH DRAIN OR FLOOR SINK. c. DRAINAGE,WASTE AND VENT PIPING:TEST IN ACCORDANCE WITH GOVERNING PLUMBING CODE ORAS FOLLOWS: 3 .0$ CLEANOUTS 5. WALL ACCESS PANEL:SECURE TO WALL FRAMING AND INSTALL SO THAT FLANGE FORMS A CLOSE FITTING JOINT WITH • 2. JOINTS:ROLL GROOVED MECHANICAL COUPLING.ASTM A536. 2.07 CONDENSATE PIPING TEST DRAINAGE AND VENTING SYSTEMS,WITH NECESSARY OPENINGS PLUGGED,TO PERMIT SYSTEM TO BE FILLED THE FINISHED WALL SURFACE. A. INSTALL IN ABOVEGROUND PIPING AND BUILDING DRAIN PIPING AS INDICATED,AS REQUIRED BY CODE;AT EACH CHANGE WITH WATER AND SUBJECTED TO WATER PRESSURE OF MINIMUM OF 5 PSI HEAD.SYSTEM TO HOLD WATER 0 WNW A. COPPER TUBE:ASTM B 88(ASTM B898M),TYPE K(A). WITHOUT WATER LEVEL DROP GREATER THAN 1/2 PIPE DIAMETER OF LARGEST NOMINAL PIPE SIZE WITHIN 6. HEAT TRACE AND INSULATE P-TRAPS EXPOSED TO FREEZING CONDITIONS.PROVIDE HEAT TRACE AND ELECTRONIC IN DIRECTION OF PIPING GREATER THAN 135 DEGREES;AT MINIMUM INTERVALS OF 100-FEET;AND AT BASE OF EACH 1. FITTINGS:ASME B16.29,WROUGHT COPPER. 24-HOUR PERIOD.TEST SYSTEM IN SECTIONS IF MINIMUM HEAD CANNOT BE MAINTAINED IN EACH SECTION.5 PSI COMPONENTS TO DIVISION 26 FOR INSTALLATION. VERTICAL SOIL OR WASTE STACK.INSTALL FLOOR AND WALL CLEANOUT COVERS FOR CONCEALED PIPING.SELECT TYPE TO MATCH ADJACENT BUILDING FINISH.PROVIDE SHOP DRAWINGS TO ARCHITECT TO COORDINATE LOCATIONS AND -i- 2. JOINTS:ASTM B32,ALLOY SN50 SOLDER. HEAD TO BE MINIMUM PRESSURE AT HIGHEST JOINT. 7. INSULATE HORIZONTAL BRANCH LINES FROM FLOOR SINKS,RECEPTORS AND DRAINS RECEIVING COLD DISCHARGE TYPES OF CLEANOUTS WITH ARCHITECT PRIOR TO INSTALLATION. B. USE CHEMICAL RESISTANT PIPING FOR DRAINAGE OF CONDENSATE FROM COMBUSTION FUEL SOURCES(SUCH AS d. WATER PIPING: ELIMINATE AIR FROM SYSTEM.FILL AND TEST AT 125 PSIG OR MINIMUM 1-1/2 TIMES STATIC FROM EQUIPMENT AND APPLIANCES. CONDENSING BOILERS AND WATER HEATERS),AS NOTED IN THIS SECTION FOR AREA OF APPLICATION. PRESSURE AT CONNECTION TO SERVING UTILITY MAIN FOR PERIOD OF TWO HOURS WITH NO LOSS IN PRESSURE. B. DRAINAGE,WASTE AND VENT PIPING:TEST IN ACCORDANCE WITH GOVERNING PLUMBING CODE OR AS FOLLOWS:TEST 0n` 3.04 WATER PIPING,BURIED WITHIN 5-FEET OF BUILDING DRAINAGE AND VENTING SYSTEMS,WITH NECESSARY OPENINGS PLUGGED,TO PERMIT SYSTEM TO BE FILLED WITH C C. CPUC(CHLORINATED POLY VINYL CHLORIDE)PIPE AND FITTINGS: e. SEND TEST RESULTS TO ARCHITECT FOR REVIEW AND APPROVAL AND INCLUDE IN OPERATION AND MAINTENANCE A. EXCAVATION AND BACKFILL: WATER AND SUBJECTED TO WATER PRESSURE OF MINIMUM OF 5 PSI HEAD.SYSTEM TO HOLD WATER WITHOUT WATER YL 1. PIPE AND FITTINGS:SCHEDULE 40,NSF-14,ASTM 439,IAPMO 1520-96,SOCKET FITTINGS,SOLVENT WELD. MANUAL. LEVEL DROP GREATER THAN 1/2 PIPE DIAMETER OF LARGEST NOMINAL PIPE SIZE WITHIN 24-HOUR PERIOD.TEST SYSTEM 1. SEE 3.01,A.ABOVE. CD 2.08 PRIMER PIPING 2. TESTING OF PRESSURIZED SYSTEMS: IN SECTIONS IF MINIMUM HEAD CANNOT BE MAINTAINED IN EACH SECTION.5 PSI HEAD TO BE MINIMUM PRESSURE AT nnr` E A. ABOVE GROUND:TYPE L HARD-DRAWN COPPER TUBING WITH WROUGHT SWEAT FITTINGS AND SOLDERED JOINTS. a. TEST EACH PRESSURIZED PIPING SYSTEM AT 150 PERCENT OF OPERATING PRESSURE INDICATED,BUT NOT LESS B. WATER PIPING:ELIMINATE AIR FROM SYSTEM. FILL AND TEST AT 125 PSIG OR MINIMUM 1-1/2 TIMES STATIC PRESSURE AT HIGHEST JOINT. 0 B. BELOWGROUND:TYPE L SOFT ANNEALED COPPER TUBING WITH WROUGHT SWEAT FITTINGS AND BRAZED JOINTS. THAN 125 PSIG TEST PRESSURE. CONNECTION TO SERVING UTILITY MAIN FOR PERIOD OF TWO HOURS WITH NO LOSS IN PRESSURE. C. CORROSIVE SOIL CONDITIONS: n` C. BELOWGROUND:CROSS-LINKED POLYETHYLENE(PEX)AND ENGINEERED PLASTIC FITTINGS. b. OBSERVE EACH TEST SECTION FOR LEAKAGE AT END OF TEST PERIOD.TEST FAILS IF LEAKAGE IS OBSERVED OR IF C. DOMESTIC WATER: 1. WRAP STEEL,IRON,COPPER OR OTHER METAL PIPING MATERIALS/FITTINGS WITH PROTECTO WRAP 200,30 MILS OR l' J 0 y` 2.09 CLEANOUTS PRESSURE DROP EXCEEDS 2 PERCENT OF TEST PRESSURE. 1. "PIPING"TO INCLUDE PIPES,FITTINGS,NIPPLES,VALVES AND ACCESSORIES CONNECTED THERETO. GREATER.MAINTAIN A 1/2-INCH OVERLAP AND INSTALL PER MANUFACTURER'S REQUIREMENTS. vvvlll c_ A. LOCATE CLEANOUTS AS SHOWN ON DRAWINGS AND AS REQUIRED BY LOCAL CODE.CLEANOUTS SAME SIZE AS PIPE 3. TEST HOT AND COLD DOMESTIC WATER PIPING SYSTEMS UPON COMPLETION OF ROUGH-IN AND BEFORE 2. RUN PIPING GENERALLY PARALLEL TO THE AXIS OF THE BUILDING,ARRANGED TO CONFORM TO THE BUILDING 2. PROVIDE EPDXY COATED CAST IRON PIPE AND FITTINGS FOR DRAINAGE SYSTEMS. .....1 S L.. EXCEPT THAT GREATER THAN 4-INCHES WILL NOT BE REQUIRED. PLASTIC COMPONENTS NOT ALLOWED,EXCEPT UNLESS CONNECTION TO FIXTURES AT HYDROSTATIC PRESSURE OF 125 PSIG. REQUIREMENTS AND TO SUIT THE NECESSITIES OF CLEARANCE FOR OTHER MECHANICAL DUCTS,FLUES,CONDUITS D. CAST-IRON JOINTS:COMPLY WITH COUPLING MANUFACTURER'S CAST IRON SOIL PIPE INSTITUTE STANDARDS AND {� ) 0 SPECIFICALLY NOTED. D. CORROSIVE SOIL CONDITIONS: AND WORK OF OTHER TRADES,AND AS CLOSE TO CEILING OR OTHER CONSTRUCTION AS PRACTICAL,FREE OF INSTALLATION INSTRUCTIONS. vl/ 0 .�.- B. TYPES: UNNECESSARY TRAPS OR BENDS. 0) 1. WRAP STEEL, IRON,COPPER OR OTHER METAL PIPING MATERIALS/FITTINGS WITH PROTECTO WRAP 200,30 MILS OR I----3. GRADE WATER SUPPLY PIPING FOR COMPLETE DRAINAGE OF THE SYSTEM.INSTALL HOSE BIBBS AT LOW POINTS. END OF SECTION r J c 1. TILE FLOOR CLEANOUTS:J. R.SMITH 4020 WITH ROUND HEAVY-DUTY NICKEL BRONZE TOP,TAPER THREAD,ABS PLUG GREATER.MAINTAIN A 1/2-INCH OVERLAP AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. AND VANDALPROOF SCREWS. 2. PROVIDE EPDXY COATED CAST IRON PIPE AND FITTINGS FOR DRAINAGE SYSTEMS. 4. USE UNIONS FOR PIPING CONNECTIONS TO EQUIPMENT. ' /� CO 2. CARPETED FLOOR CLEANOUT:J. R.SMITH 4020-X WITH CARPET CLAMPING FRAME,ROUND HEAVY-DUTY NICKEL 5. PROVIDE SUFFICIENT ELBOWS,SWINGS AND OFFSETS TO PERMIT FREE EXPANSION AND CONTRACTION. SECTION 22 40 00-PLUMBING FIXTURES v J 0 BRONZE TOP,TAPER THREAD,ABS PLUG,CARPET CLAMPING DEVICE AND VANDALPROOF SCREWS. 3. OBTAIN AND REVIEW PROJECT SOILS REPORT FOR VERIFICATION OF REQUIREMENTS CONCERNING CORROSIVE v SOILS. 6. USE REDUCERS OR INCREASERS.USE NO BUSHINGS. PART 1-GENERAL -i-- 3. CONCRETE FLOOR CLEANOUT(GENERAL):J.R.SMITH 4020 WITH ROUND HEAVY-DUTY NICKEL BRONZE TOP,TAPER .- THREAD AND ABS PLUG WITH VANDALPROOF SCREWS. E. PROTECTION: 7. REAM OR FILE EACH PIPE TO REMOVE BURRS. INSPECT EACH LENGTH OF PIPE AND EACH FITTING FOR WORKMANSHIP 1.01SUMMARY 0 0 D E AND CLEAR PASSAGEWAYS. A. WORK INCLUDED: 1) 4. PARKING,DRIVES AND CONCRETE FLOOR CLEANOUTS(HEAVY LOAD):J.R.SMITH 4100 WITH ROUND HEAVY-DUTY 1. KEEP PIPE OPENINGS CLOSED BY MEANS OF PLUGS OR CAPS TO PREVENT ENTRANCE OF FOREIGN MATTER. WIM NICKEL BRONZE TOP,TAPER THREAD AND ABS PLUG WITH VANDALPROOF SCREWS. PROTECT PIPING,DUCTWORK,FIXTURES,EQUIPMENT AND APPARATUS AGAINST DIRTY WATER,CHEMICAL OR 8. COVER,CAP OR OTHERWISE PROTECT OPEN ENDS OF PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO 1. GENERAL PLUMBING FIXTURES: 0 (I) >-..... -4-• 5. WALL CLEANOUT:J. R.SMITH 4472-U,COUNTERSUNK BRONZE TAPER THREAD PLUG,STAINLESS STEEL SHALLOW MECHANICAL DAMAGE BOTH BEFORE AND AFTER INSTALLATION.RESTORE TO ITS ORIGINAL CONDITION OR REPLACE THREADS OR FLANGES AND PREVENT ENTRY OF FOREIGN MATTER.DISINFECT AND STERILIZE WATER SUPPLY PIPING a. CHINA FIXTURES,WHITE ONLY V) AS SPECIFIED.FURNISH WRITTEN REPORT ON FINAL WATER QUALITY RESULTS. COVER AND VANDALPROOF SCREWS. FIXTURES,EQUIPMENT OR APPARATUS DAMAGED PRIOR TO FINAL ACCEPTANCE OF WORK. b. FAUCET FITTINGS 00 C /� 6. OUTSIDE AREA WALKS:J. R.SMITH 4020-U WITH ROUND HEAVY-DUTY NICKEL BRONZE TOP,TAPER THREAD,ABS PLUG F. FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL/FLOOR ASSEMBLIES: 9. INSTALL EXPOSED CONNECTIONS TO EQUIPMENT WITH SPECIAL CARE,SHOWING NO TOOL MARKS OR THREADS AT �,j j AND TOP SECURED WITH VANDALPROOF SCREWS. INSTALL IN 18-BY 18-BY 6-INCH DEEP CONCRETE PAD FLUSH WITH FITTINGS AND PIPING.NO BOWED OR BENT PIPING PERMITTED. c. MOLDED RESIN OR STONE FIXTURES GRADE. 1. PROVIDE PROPER SIZING WHEN PROVIDING SLEEVES OR CORE-DRILLED HOLES TO ACCOMMODATE PENETRATION. :3: - ` FIRESTOP VOIDS BETWEEN SLEEVE OR CORE-DRILLED HOLE AND PIPE PASSING THROUGH TO MEET REQUIREMENTS 10.MAKE FERROUS TO NON-FERROUS CONNECTIONS WITH DIELECTRIC FITTINGS. d. THERMOSTATIC MIXING VALVES v/ �l PART 3-EXECUTION OF ASTM E814. 11. USE EXTRA HEAVY PIPE FOR NIPPLES,WHERE UNTHREADED PORTION IS LESS THAN 1-1/2-INCHES.USE NO CLOSE 2. ELECTRIC WATER COOLERS -05 3.01 GENERAL INSTALLATION REQUIREMENTS NIPPLES.USE ONLY SHOULDER-TYPE NIPPLES. O U I C G. CUT PIPING SQUARELY,FREE OF ROUGH EDGES AND REAMED TO FULL BORE.INSERT PIPING FULLY INTO FITTINGS. 3. FLOOR DRAINS A. UNDERGROUND PIPING SYSTEMS: 12. THROUGH-WALL PIPES:TYPE'L'COPPER TUBING FOR THROUGH-WALL PIPES WHICH CONNECT TO EXPOSED STOPS AT / H. PROVIDE JOINTS OF TYPE INDICATED IN EACH PIPING SYSTEM, 4. HOSE BIBBS I . 1. EXAMINATION:VERIFY THAT EXCAVATIONS ARE TO REQUIRED GRADE,DRY,AND NOT OVER-EXCAVATED. WALL SURFACE.ANCHOR THE PIPES IN THE WALL;ATTACH PIPE WITH U-BOLTS TO STEEL BACK-UP PLATES OR STEEL - 2. PERFORM NECESSARY EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF PLUMBING WORK.REPAIR I. THREAD PIPE IN ACCORDANCE WITH ANSI/ASME B1.20.1.CUT THREADS FULL AND CLEAN USING SHARP DIES.REAM ANGLES ANCHORED IN THE WALL.PROVIDE WROUGHT COPPER ELBOW WHICH SECURELY ANCHORS EARS IN WALL AT 5. HUB DRAINS0 PIPING OR OTHER WORK AT NO EXPENSE TO OWNER. THREADED ENDS TO REMOVE BURRS AND RESTORE FULL INSIDE DIAMETER. REMOVE EXCESS CUTTING OIL FROM PIPING THROUGH-WALL PIPES. 6. WATER CLOSET SEATS U PRIOR TO ASSEMBLY.APPLY PIPE JOINT COMPOUND,OR PIPE JOINT TAPE(TEFLON)WHERE RECOMMENDED BY 3. WATER:KEEP EXCAVATIONS FREE OF STANDING WATER.RE-EXCAVATE AND FILL BACK EXCAVATIONS DAMAGED OR 13.PROVIDE DRAIN VALVES AT BASE OF RISERS AND AT LOW POINTS ON THE SYSTEM. 1.02RELATED SECTIONS SOFTENED BY WATER OR FROST TO ORIGINAL LEVEL WITH SAND,CRUSHED ROCK OR OTHER APPROVED MATERIAL PIPE/FITTING MANUFACTURER,ON MALE THREADS AT EACH JOINT AND TIGHTEN JOINT TO LEAVE NOT MORE THAN 3 I: m3::) [i! THREADS EXPOSED. 14. BACKFLOW PREVENTERS:PIPE RELIEF TO NEAREST DRAIN.SLOPE AT 2 PERCENT. A. CONTENTS OF DIVISION 22,PLUMBING AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. U AT NO EXPENSE TO OWNER. 4. TESTS:DURING PROGRESS OF WORK FOR COMPACTED FILL,OWNER RESERVES RIGHT TO REQUEST COMPACTION J. SLEEVES: D. STERILIZATION OF DOMESTIC WATER SYSTEM: 1.03REFERENCES AND STANDARDS 1m. TESTS MADE UNDER DIRECTION OF TESTING LABORATORY. 1. PIPE SLEEVES: 1. GENERAL:UPON COMPLETION OF TESTS AND NECESSARY REPLACEMENTS,THOROUGHLY FLUSH AND DISINFECT A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 22 00 00, PLUMBING BASIC REQUIREMENTS AND DIVISION 01, 0 a. ( 1 V) V) CONCRETE,FURNISH, DOMESTIC LAYOUT WORK IN ADVANCE OF POURING AND SET SLEEVES NECESSARY TO COMPLETE WATER PIPING. V y,� 5. TRENCH EXCAVATION:EXCAVATE TRENCHES TO NECESSARY DEPTH AND WIDTH,REMOVING ROCKS, UNSTABLE SOILGENERAL REQUIREMENTS. O (MUCK,PEAT),ROOTS AND STUMPS.EXCAVATION MATERIAL IS CLASSIFIED AS"BASE FILL"AND"NATIVE."BASE FILL WORK. 2. METHOD:AFTER THOROUGHLY FLUSHING SYSTEM WITH WATER TO REMOVE SEDIMENT,FILL SYSTEM WITH A 1.04SUBMITTALS 0 0) Q EXCAVATION MATERIAL CONSISTING OF PLACED CRUSHED ROCK MAY BE USED AS BACKFILL ABOVE"PIPE ZONE." SOLUTION CONTAINING 50 PARTS PER MILLION OF CHLORINE FOR NOT LESS THAN 24 HOURS OR 200 PARTS PER b. FLOOR SLEEVES:PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION. A. SUBMITTALS AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL N REMOVE AND DISPOSE OFF SITE NATIVE EXCAVATION MATERIAL.ADEQUATE WIDTH OF TRENCH FOR PROPER MILLION OF CHLORINE FOR NOT LESS THAN 3 HOURS.AFTER RETENTION,DRAIN,REFLUSH AND RETURN SYSTEM TO INSTALLATION OF PIPING OR CONDUIT. EXTEND SLEEVE 1-INCH ABOVE FINISHED FLOOR.CAULK PIPES PASSING THROUGH FLOOR WITH NON-SHRINKING SERVICE. Wr REQUIREMENTS. j 6. SUPPORT FOUNDATIONS: GROUT OR APPROVED CAULKING COMPOUND(EXCEPT DV PIPING PENETRATING A CONCRETE SLAB SET ON 1.05QUALITY ASSURANCE - I FINISH GRADE), PROVIDE"LINK-SEAL"SLEEVE SEALING SYSTEM FOR CONCRETE/SLAB PENETRATIONS WHICH ARE 3. CERTIFICATION:PROVIDE COPY OF DOMESTIC WATER CHLORINATION CERTIFICATE IN EACH OPERATIONS AND a. FOUNDATIONS:EXCAVATE TRENCHES LOCATED IN UNSTABLE GROUND AREAS BELOW ELEVATION REQUIRED FOR BELOW GRADE.CAULK/SEAL PIPING PASSING THROUGH FIRE RATED BUILDING ASSEMBLY WITH UL RATED MAINTENANCE MANUAL. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS AND DIVISION 01,GENERAL INSTALLATION OF PIPING TO DEPTH WHICH IS DETERMINED BY ARCHITECT AS APPROPRIATE FOR CONDITIONS ASSEMBLIES.PROVIDE FIRE-RATED ASSEMBLIES PER LOCAL AHJ REQUIREMENTS 4. PROVIDE WATER LINE DISINFECTIONS PERFORMED BY A LICENSED CONTRACTOR WITH TRAINING IN POTABLE WATER REQUIREMENTS. PROJECT N O. ENCOUNTERED.PLACE AND COMPACT APPROVED FOUNDATION MATERIAL IN EXCAVATION UP TO"BEDDING ZONE." c. WALL SLEEVES:PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION. LINE DISINFECTIONS. B. IN ADDITION,MEET THE FOLLOWING: DEWATERING,PLACEMENT,COMPACTION AND DISPOSAL OF EXCAVATED MATERIALS TO CONFORM TO PROVIDE SLEEVE FLUSH WITH FINISHED FACE OF WALL.CAULK PIPES PASSING THROUGH WALLS WITH 19-123.1 REQUIREMENTS CONTAINED IN OTHER SPECIFICATION SECTIONS OR DRAWINGS. E. BURIED PRE-INSULATED PIPE INSTALLATION: 1. COMPLY WITH LEAD FREE(LESS THAN OR EQUAL TO 0.25 PERCENT)PRODUCTS IN DRINKING WATER SYSTEMS. b. OVER-EXCAVATIONS:WHERE TRENCH EXCAVATION EXCEEDS REQUIRED DEPTHS, PROVIDE, PLACE AND COMPACT NON-SHRINKING CAULKING COMPOUND.PROVIDE MODULAR LINK SEALING SYSTEM FOR CONCRETE 1. INSTALLATION AND TESTING:INSTALL AND TEST PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION DRAWN BY PENETRATIONS WHICH ARE BELOW GRADE.CAULK/SEAL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES PER 2. NSF 61,ANNEX G, DRNKING WATER SYSTEM COMPONENTS,CQMPLfANT. SUITABLE BEDDING MATERIAL TO PROPER GRADE OR ELEVATION AT NO ADDITIONAL COST TO OWNER. .INSTRUCTIONS LOCAL AHJ REQUIREMENTS. 3. ISO 9001,QUALITY MANAGEMENT STANDARD CERTIFIED. JMW c. FOUNDATION MATERIAL:WHERE NATIVE MATERIAL HAS BEEN REMOVED,PLACE AND COMPACT NECESSARY 2. MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE TO DESCRIBE THE FOLLOWING: FOUNDATION MATERIAL TO FORM BASE FOR REPLACEMENT OF REQUIRED THICKNESS OF BEDDING MATERIAL. d. BEAM SLEEVES:COORDINATE WITH TRADES FOR LOCATIONS OF PIPE SLEEVES IN REINFORCED CONCRETE AND 4. IAPMO LOW LEAD CERTIFICATION. STEEL BEAMS.INDICATE PENETRATIONS ON STRUCTURAL SHOP DRAWINGS.SEE DRAWINGS AND SPECIFICATIONS a. STORAGE AND HANDLING OF PIPES. 5. PROVIDE FIXTURES,FAUCETS AND ACCESSORIES TO MEET BARRIER FREE REQUIREMENTS OF THE GOVERNING CODE CHECKED BY Class A Class B FOR SPECIFIC SLEEVE LOCATION LIMITATIONS.PLUMBING DRAWINGS ARE DIAGRAMMATIC.OFFSET PIPING AS b. TRENCH PREPARATION. • • WITH RESPECT TO PLUMBING FIXTURES PROVIDED FOR THE PHYSICALLY HANDICAPPED. JM Material Passing Min. Max. Min. Max. REQUIRED TO MEET THESE LIMITATIONS. PIPE SLEEVE LOCATIONS MUST BE INDICATED ON REINFORCED CONCRETE AND STEEL BEAM SHOP DRAWINGS.FIELD CUTTING OF BEAMS NOT ALLOWED WITHOUT WRITTEN c. INSTALLING PIPE. 6. ITEMS APPROVED FOR USE BY STATE OF OREGON. 3/4-inch Square 27 47 0 1 . DATE : Opening APPROVAL OF STRUCTURAL ENGINEER.NO EXTRA COSTS ALLOWED FOR FAILURE TO COORDINATE BEAM d. INSTALLING ACCESSORIES. 1.06 WARRANTY PENETRATIONS PRIOR TO REINFORCED CONCRETE AND STEEL BEAM SHOP DRAWING SUBMITTAL. e. INSTALLING FITTINGS. 1 1.11.2019 d. BEDDING MATERIAL:FULL BED PIPING ON SAND,PEA GRAVEL,OR 3/4-INCH MINUS CRUSHED ROCK.PLACE MINIMUM A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 22 00 00,PLUMBING BASIC REQUIREMENTS 4-INCH DEEP LAYER OF SAND,PEA GRAVEL,OR CRUSHED ROCK ON LEVELED TRENCH BOTTOM FOR THIS 2. INSTALLATION OF METALLIC OR PLASTIC PIPING PENETRATIONS THROUGH NON FIRE-RATED WALLS AND PARTITIONS f. BUILDING PENETRATIONS. AND DIVISION 01,GENERAL REQUIREMENTS. REVISION PURPOSE.REMOVE BEDDING TO NECESSARY DEPTH FOR PIPING BELLS AND COUPLINGS TO MAINTAIN CONTACT AND THROUGH SMOKE-RATED WALLS AND PARTITIONS: g. FIELD INSULATION KITS. PART 2-PRODUCTS OF PIPE ON BEDDING FOR ITS ENTIRE LENGTH.PROVIDE ADDITIONAL BEDDING IN EXCESSIVELY WET,UNSTABLE, a. INSTALL FABRICATED PIPE SLEEVE. h. TESTING. 2.01 MANUFACTURERS OR SOLID ROCK TRENCH BOTTOM CONDITIONS AS REQUIRED TO PROVIDE FIRM FOUNDATION. b. AFTER INSTALLATION OF SLEEVE AND PIPING,TIGHTLY PACK ENTIRE ANNULAR VOID BETWEEN PIPING OR PIPING 3.05 HOT AND COLD DOMESTIC WATER ABOVE GRADE A. "OR APPROVED EQUIVALENT"AS DEFINED IN 22 00 00,PLUMBING BASIC REQUIREMENTS.SUBSTITUTION PROCESS 7. BACKFILLING: INSULATION AND SLEEVE IDENTIFICATION. a. FOLLOWING INSTALLATION AND SUCCESSFUL COMPLETION OF REQUIRED TESTS,BACKFILL PIPING IN LIFTS. c. SEAL EACH END AIRTIGHT WITH A RESILIENT NONHARDENNG SEAL PER CODE. • A. WATER PIPING:ELIMINATE AIR FROM SYSTEM. FILL AND TEST AT 125 PSIG OR MINIMUM 1-1/2 TIMES STATIC PRESSURE AT REQUIREMENTS APPLY TO APPROVED EQUIVALENT PRODUCTS. 1) IN"PIPE ZONE"PLACE BACKFILL MATERIAL AND COMPACT IN LIFTS NOT TO EXCEED 6-INCHES IN DEPTH TO 3. PIPING PENETRATIONS THROUGH FIRE-RATED(1 TO 3 HOUR)ASSEMBLIES: CONNECTION TO SERVING UTILITY MAIN FOR PERIOD OF TWO HOURS WITH NO LOSS IN PRESSURE. B. GENERAL PLUMBING FIXTURES:SEE SCHEDULE ON DRAWINGS FOR TYPE. HEIGHT OF 12-INCHES ABOVE TOP OF PIPE.PLACE BACKFILL MATERIAL TO OBTAIN CONTACT WITH ENTIRE a. SELECT AND INSTALL PRE-ENGINEERED PIPE PENETRATION SYSTEM IN ACCORDANCE WITH UL LISTING AND B. TESTING OF PRESSURIZED SYSTEMS: 1. CHINA FIXTURES-WHITE ONLY: PERIPHERY OF PIPE,WITHOUT DISTURBING OR DISPLACING PIPE. MANUFACTURER'S RECOMMENDATION. 1. TEST EACH PRESSURIZED PIPING SYSTEM AT 150 PERCENT OF OPERATING PRESSURE INDICATED,BUT NOT LESS a. AMERICAN STANDARD 2) PLACE AND COMPACT BACKFILL ABOVE"PIPE ZONE"IN LAYERS NOT TO EXCEED 12-INCHES IN DEPTH. b. PROVIDE PROPER SIZING WHEN PROVIDING SLEEVES OR CORE-DRILLED HOLES TO ACCOMMODATE PENETRATION. THAN 125 PSIG TEST PRESSURE. b. BRIGGS b. BACKFILL MATERIAL: FIRESTOP VOIDS BETWEEN SLEEVE OR CORE-DRILLED HOLE AND PIPE PASSING THROUGH TO MEET 2. OBSERVE EACH TEST SECTION FOR LEAKAGE AT END OF TEST PERIOD.TEST FAILS IF LEAKAGE IS OBSERVED OR IF c. CRANE REQUIREMENTS OF ASTM E84. PRESSURE DROP EXCEEDS 2 PERCENT OF TEST PRESSURE. 1) BACKFILL MATERIAL IN"PIPE ZONE":3/4-INCH MINUS CRUSHED ROCK,SAND OR PEA GRAVEL. d. ELJER 2) CRUSHED ROCK,FILL SAND OR OTHER BACKFILL MATERIAL APPROVED ELSEWHERE IN SPECIFICATIONS MAY BE 3.02 SANITARY,DRAINAGE(RAIN/STORMWATER)DWV PIPING,BURIED WITHIN 5-FEET OF BUILDING G. TEST HOT AND COLD DOMESTIC WATER PIPING SYSTEMS UPON COMPLETION OF ROUGH-IN AND BEFORE CONNECTION e. KOHLER TO FIXTURES AT HYDROSTATIC PRESSURE OF 125 PSIG. USED ABOVE"PIPE ZONE." A. EXCAVATION AND BACKFILL: D. FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL/FLOOR ASSEMBLIES: f. UNIVERSAL-RUNDLE 8. COMPACTION OF TRENCH BACKFILL: 1. SEE 3.01,A.ABOVE. g. OR APPROVED EQUIVALENT. a. WHERE COMPACTION OF TRENCH BACKFILL MATERIAL 1S REQUIRED,USE ONE OF FOLLOWING METHODS OR B. DRAINAGE,WASTE AND VENT PIPING:TEST IN ACCORDANCE WITH GOVERNING PLUMBING CODE ORAS FOLLOWS:TEST 1. PROVIDE PROPER SIZING WHEN PROVIDING SLEEVES OR LE AND PIPE D HOLES TO ACCOMMODATE PENETRATION. COMBINATION THEREOF: DRAINAGE AND VENTING SYSTEMS,WITH NECESSARY OPENINGS PLUGGED,TO PERMIT SYSTEM TO BE FILLED WITH OF FIRESTOP VOIDS BETWEEN SLEEVE OR CORE-DRILLED HOLE AND PIPE PASSING THROUGH TO MEET REQUIREMENTS 2. FAUCET. ETINGS: OF ASTM E814. a. PRIVATE: 1) MECHANICAL TAMPER, WATER AND SUBJECTED TO WATER PRESSURE OF MINIMUM OF 5 PSI HEAD.SYSTEM TO HOLD WATER WITHOUT WATER LEVEL DROP GREATER THAN 1/2 PIPE DIAMETER OF LARGEST NOMINAL PIPE SIZE WITHIN 24-HOUR PERIOD.TEST SYSTEM E. SOLDER COPPER TUBE AND FITTING JOINTS WITH LEAD FREE NICKEUSILVER BEARING SOLDER MEETING ASTM STD. 13-32, 1) CHICAGO 2) VIBRATORY COMPACTOR,OR IN SECTIONS IF MINIMUM HEAD CANNOT BE MAINTAINED IN EACH SECTION.5 PSI HEAD TO BE MINIMUM PRESSURE AT IN ACCORDANCE WITH IAPMO IS 3-93,ASTM B-828 AND COPPER DEVELOPMENT ASSOCIATION RECOMMENDED 2) DELTA COMMERCIAL 3) OTHER APPROVED METHODS APPROPRIATE TO CONDITIONS ENCOUNTERED. HIGHEST JOINT. PROCEDURES.CLEAN JOINTS BY OTHER THAN CHEMICAL MEANS PRIOR TO ASSEMBLY."SHOCK"COOLING IS PROHIBITED. FLUXES TO BE WATER SOLUBLE FOR COPPER AND BRASS POTABLE WATER APPLICATIONS,AND MEETING CDA STANDARD 3) MOEN b. ARCHITECT TO HAVE RIGHT TO CHANGE METHODS AND LIMITS TO BETTER ACCOMMODATE FIELD CONDITIONS. C. CORROSIVE SOIL CONDITIONS: TEST METHOD 1.0 AND ASTM B813-91.APPLY SOLDER UNTIL A FULL FILLET IS PRESENT AROUND THE JOINT.DO NOT 4) SPEAKMAN COMPACTION SUFFICIENT TO ATTAIN 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS 1. WRAP STEEL,IRON,COPPER OR OTHER METAL PIPING MATERIALS/FITTINGS WITH PROTECTO WRAP 200,30 MILS OR APPLY SOLDER AND FLUX IN SUCH EXCESSIVE QUANTITIES AS TO RUN DOWN INTERIOR OF PIPE.LEAD SOLDER OR NOTED OTHERWISE ON DRAWINGS OR ELSEWHERE IN SPECIFICATIONS,WATER"PUDDLING"OR"WASHING"IS GREATER.MAINTAIN A 1/2-INCH OVERLAP AND INSTALL PER MANUFACTURER'S REQUIREMENTS. CORROSION FLUX NOT TO BE PRESENT AT THE JOBSITE. 5) SYMMONS PROHIBITED. 6) T&S BRASS 2. PROVIDE EPDXY COATED CAST IRON PIPE AND FITTINGS FOR DRAINAGE SYSTEMS. F. BRAZE COPPER TUBE AND FITTING SOCKET WITH BCUP SERIES FILLER METAL WITHOUT FLUX.USE LISTED BRAZING FLUX B. GENERAL INSTALLATION: FOR JOINING OF COPPER TUBE TO BRASS OR BRONZE FITTINGS,MEETING AWS FB3A OR FB3C."SHOCK'COOLING IS 7) OR APPROVED EQUIVALENT. 1. WORK PERFORMED BY EXPERIENCED JOURNEYMAN PLUMBERS.NO EXCEPTIONS. D. CAST-IRON JOINTS:COMPLY WITH COUPLING MANUFACTURER'S CAST IRON SOIL PIPE INSTITUTE STANDARDS AND PROHIBITED.A CONTINUOUS FILLET IS TO BE VISIBLE AROUND THE COMPLETED JOINT.AFTER COOLING,THOROUGHLY INSTALLATION INSTRUCTIONS. REMOVE FLUX RESIDUE WITH WARM WATER AND A BRUSH PRIOR TO TESTING.DO NOT USE BCUP FILLER ON COPPER b. PUBLIC: 2. PROVIDE ACCESS PANELS FOR CONCEALED VALVES,SHOCK ARRESTORS,TRAP PRIMERS AND THE LIKE. E. SANITARY AND STORM DRAINAGE: 1) AMERICAN STANDARD 3. INSTALL PIPES AND PIPE FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES AND MANUFACTURER'S ALLOYS CONTAINING OVER 10 PERCENT NICKEL.CAP OR PLUG PIPING DURING CONSTRUCTION TO PREVENT ENTRY OF RECOMMENDATIONS. 1. GRADE PIPING AT A UNIFORM PITCH OF 2 PERCENT UNLESS OTHERWISE NOTED ON DRAWINGS. FOREIGN MATERIAL. 2) CHICAGO 4. ALIGN PIPING ACCURATELY AT CONNECTIONS,WITHIN 3132-INCH MISALIGNMENT TOLERANCE.COMPLY WITH ANSI 831 2. INDIRECT WASTE OR DRAIN PIPING:EXTEND PIPING TO DISCHARGE AS SHOWN ON DRAWINGS.MAINTAIN MINIMUM AIR G. DOMESTIC WATER: 3) DELTA COMMERCIAL CODE FOR PRESSURE PIPING. GAP.PROVIDE TRAPS ON INDIRECT WASTE OR DRAIN PIPING EXCEEDING 60-INCHES. 1. "PIPING"TO INCLUDE PIPES, FITTINGS,NIPPLES,VALVES AND ACCESSORIES CONNECTED THERETO. 4) MOEN COMMERCIAL 5. LOCATE PIPING RUNS,AS INDICATED,VERTICALLY AND HORIZONTALLY(PITCHED TO DRAIN)AND AVOID DIAGONAL 3. FIXTURE CARRIERS:CONCEALED FIXTURE CARRIERS FOR WALL HUNG PLUMBING FIXTURES ARE SPECIFIED IN 2. RUN PIPING GENERALLY PARALLEL TO THE AXIS OF THE BUILDING,ARRANGED TO CONFORM TO THE BUILDING 5) SLOAN RUNS WHEREVER POSSIBLE.ORIENT HORIZONTAL RUNS PARALLEL WITH WALLS AND COLUMN LINES.LOCATE RUNS SECTION 22 40 00,PLUMBING FIXTURES. REQUIREMENTS AND TO SUIT THE NECESSITIES OF CLEARANCE FOR OTHER MECHANICAL DUCTS,FLUES,CONDUITS 6) SYMMONS AS SHOWN OR DESCRIBED BY DIAGRAMS,DETAILS,AND NOTATIONS OR, IF NOT OTHERWISE INDICATED,RUN PIPING IN 4. DRAINS: AND WORK OF OTHER TRADES,AND AS CLOSE TO CEILING OR OTHER CONSTRUCTION AS PRACTICAL,FREE OF 7) T&S BRASS SHORTEST ROUTE WHICH DOES NOT OBSTRUCT SPACE OR BLOCK ACCESS FOR SERVICING BUILDING AND ITS a. INSTALL DRAINS TO SUIT FINISHED FLOOR OR ROOF SURFACE.INSTALL DRAINS AND COMPONENTS PER UNNECESSARY TRAPS OR BENDS. EQUIPMENT.HOLD PIPING CLOSE TO WALLS,OVERHEAD CONSTRUCTION,AND OTHER STRUCTURAL AND MANUFACTURER'S INSTRUCTIONS.SLOPE FLOORING TO FLOOR DRAIN OR SINK A MINIMUM OF 1/2-INCH BELOW 3. GRADE WATER SUPPLY PIPING FOR COMPLETE DRAINAGE OF THE SYSTEM. INSTALL HOSE BIBBS AT LOW POINTS. 8) OR APPROVED EQUIVALENT. PERMANENT-ENCLOSURE ELEMENTS OF BUILDING.LIMIT CLEARANCE TO 1/2-INCH WHERE FURRING IS SHOWN FOR FINISHED FLOOR ELEVATION. 3. MOLDED RESIN OR STONE FIXTURES: W ENCLOSURE OR CONCEALMENT OF PIPING,BUT ALLOW FOR INSULATION THICKNESS,IF ANY. HERE POSSIBLE, 4. USE UNIONS FOR PIPING CONNECTIONS TO EQUIPMENT. LOCATE INSULATED PIPING FOR 1-INCH CLEARANCE OUTSIDE INSULATION.WHENEVER POSSIBLE IN FINISHED AND b• INSTALL P-TRAPS FOR HUB DRAINS, FLOOR DRAINS AND FLOOR SINKS. P-TRAPS TO BE OF THE SAME MATERIALS AS 5. PROVIDE SUFFICIENT ELBOWS,SWINGS AND OFFSETS TO PERMIT FREE EXPANSION AND CONTRACTION. a. FIAT OCCUPIED SPACES,CONCEAL PIPING FROM VIEW BY LOCATING IT IN COLUMN ENCLOSURES,HOLLOW WALL SOIL AND WASTE PIPING. PROVIDE TRAP PRIMER ASSEMBLY FOR EACH DRAIN OR FLOOR SINK. 6. USE REDUCERS OR INCREASERS.USE NO BUSHINGS. b. MUSTEE CONSTRUCTION OR ABOVE SUSPENDED CEILINGS.DO NOT ENCASE HORIZONTAL RUNS IN SOLID PARTITIONS,EXCEPT 5. WALL ACCESS PANEL:SECURE TO WALL FRAMING AND INSTALL SO THAT FLANGE FORMS A CLOSE FITTING JOINT WITH c. STERN WILLIAMS 7. REAM OR FILE EACH PIPE TO REMOVE BURRS.INSPECT EACH LENGTH OF PIPE AND EACH FITTING FOR WORKMANSHIP AS INDICATED. THE FINISHED WALL SURFACE. AND CLEAR PASSAGEWAYS. d. OR APPROVED EQUIVALENT. a. DO NOT RUN PIPING THROUGH TRANSFORMER VAULTS,TELEPHONE,ELEVATOR,ELECTRICAL OR ELECTRONIC 6. HEAT TRACE AND INSULATE P-TRAPS EXPOSED TO FREEZING CONDITIONS.PROVIDE HEAT TRACE AND ELECTRONIC EQUIPMENT SPACES OR ENCLOSURES UNLESS INDICATED ON DRAWINGS. COMPONENTS TO DIVISION 26 FOR INSTALLATION. 8. COVER,CAP OR OTHERWISE PROTECT OPEN ENDS OF PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO 4. THERMOSTATIC MIXING VALVES: b. CONCEALED PIPING ABOVE SUSPENDED CEILING: PLAN AND COORDINATE TO AVOID INTERFERENCES;INSTALL TO 7. INSULATE HORIZONTAL BRANCH LINES FROM FLOOR SINKS, RECEPTORS AND DRAINS RECEIVING COLD DISCHARGE THREADSSPECIFIED.OFLANGES AND PREVENT ENTRY FINALF FOREIGN MATTER. DISINFECT STERILIZE WATER SUPPLY PIPING a. BRADLEY MAINTAIN SUSPENDED CEILING HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS.ALLOW SUFFICIENT SPACE FROM EQUIPMENT AND APPLIANCES. AS FURNISH WRITTEN REPORT ON WATER QUALITY RESULTS. b. POWERS 9. INSTALL EXPOSED CONNECTIONS TO EQUIPMENT WITH SPECIAL CARE,SHOWING NO TOOL MARKS OR THREADS AT ABOVE REMOVABLE CEILING PANELS FOR PANEL REMOVAL.LOCATE PIPING SO THAT VALVES ARE VISIBLE AND F. EPDXY COATED CAST IRON PIPE AND FITTINGS:COAT THE PIPING TERMINUS OF ANY CUT PIPING WITH AN APPLIED EPDXY FITTINGS AND PIPING.NO BOWED OR BENT PIPING PERMITTED. c. SYMMONS ACCESSIBLE WITHIN 24-INCHES HORIZONTALLY AND VERTICALLY FROM POINT OF ACCESS TO THE CEILING SPACE. PER MANUFACTURER'S INSTRUCTIONS.DENSO PROTAL 7200 FAST-CURE EPDXY REPAIR COATING. d. HOLBY SPECIFICATIONS PROVIDE PLENUM RATED MATERIALS FOR CEILING SPACES WHICH ARE BEING USED AS PLENUMS. 10.MAKE FERROUS TO NON-FERROUS CONNECTIONS WITH DIELECTRIC FITTINGS. 3.03 SANITARY,DRAINAGE(RAIN/STORMWATER)DWV PIPING,ABOVE GRADE 11. USE EXTRA HEAVY PIPE FOR NIPPLES,WHERE UNTHREADED PORTION IS LESS THAN 1-1/2-INCHES.USE NO CLOSE e. OR APPROVED EQUIVALENT. - PLUMBING c. EXPOSED WORK:RUN PIPES PARALLEL TO THE CLOSEST WALL UNLESS OTHERWISE SHOWN ON DRAWINGS; MAINTAIN MAXIMUM HEADROOM;AVOID LIGHT FIXTURES. A. DRAINAGE,WASTE AND VENT PIPING:TEST IN ACCORDANCE WITH GOVERNING PLUMBING CODE OR AS FOLLOWS:TEST NIPPLES.USE ONLY SHOULDER-TYPE NIPPLES. C. ELECTRIC WATER COOLERS: d. INSULATION SPACE ALLOWANCE:IN PIPING WORK,ALLOW SPACE FOR PIPE INSULATION AND JACKETS.IF DRAINAGE AND VENTING SYSTEMS,WITH NECESSARY OPENINGS PLUGGED,TO PERMIT SYSTEM TO BE FILLED WITH 12.THROUGH-WALL PIPES:TYPE'L'COPPER TUBING FOR THROUGH-WALL PIPES WHICH CONNECT TO EXPOSED STOPS AT 1. ELKAY INTERFERENCES OCCUR,MOVE THE PIPING TO ACCOMMODATE INSULATION THICKNESS SPECIFIED. WATER AND SUBJECTED TO WATER PRESSURE OF MINIMUM OF 5 PSI HEAD.SYSTEM TO HOLD WATER WITHOUT WATER WALL SURFACE.ANCHOR THE PIPES IN THE WALL;ATTACH PIPE WITH U-BOLTS TO STEEL BACK-UP PLATES OR STEEL LEVEL DROP GREATER THAN 1/2 PIPE DIAMETER OF LARGEST NOMINAL PIPE SIZE WITHIN 24-HOUR PERIOD.TEST SYSTEM2. HALSEY-TAYLOR e. PIPE LENGTHS:DO NOT USE SHORT LENGTHS OR NIPPLES AT LOCATIONS WHERE A FULL LENGTH OF PIPE WILL FIT. IN SECTIONS IF MINIMUM HEAD CANNOT BE MAINTAINED IN EACH SECTION.5 PSI HEAD TO BE MINIMUM PRESSURE AT ANGLES ANCHORED IN THE WALL.PROVIDE WROUGHT COPPER ELBOW WHICH SECURELY ANCHORS EARS IN WALL AT 3. HAWS HIGHEST JOINT. THROUGH-WALL PIPES. f. ALIGNMENT PRIOR TO SUPPORTING AND ANCHORING: PLACE PIPING IN PROPER ALIGNMENT AND POSITION PRIOR 4. OASIS 13.PROVIDE DRAIN VALVES AT BASE OF RISERS AND AT LOW POINTS ON THE SYSTEM. TO CONNECTION TO ANCHORS,EXPANSION LOOPS,AND EQUIPMENT.FURNISH JACKING DEVICES,TEMPORARY B. FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL/FLOOR ASSEMBLIES: STEEL STRUCTURAL MEMBERS,AND ASSEMBLED STRUCTURES AS NECESSARY.REMOVE TEMPORARY EQUIPMENT 1. PROVIDE PROPER SIZING WHEN PROVIDING SLEEVES OR CORE-DRILLED HOLES TO ACCOMMODATE PENETRATION. 14.BACKFLOW PREVENTERS:PIPE RELIEF TO NEAREST DRAIN.SLOPE AT 2 PERCENT. 5. SUNROC AND STRUCTURES SUPPLIED BY CONTRACTOR AT COMPLETION;SUCH ITEMS TO REMAIN CONTRACTOR PROPERTY, FIRESTOP VOIDS BETWEEN SLEEVE OR CORE-DRILLED HOLE AND PIPE PASSING THROUGH TO MEET REQUIREMENTS H. STERILIZATION OF DOMESTIC WATER SYSTEM: 6. OR APPROVED EQUIVALENT. g. VALVE AND EQUIPMENT CONNECTIONS:PIPING NOT TO PLACE UNDUE STRESS ON FLANGED VALVES AND OF ASTM E814. 1. GENERAL:UPON COMPLETION OF TESTS AND NECESSARY REPLACEMENTS,THOROUGHLY FLUSH AND DISINFECT D. FLOOR DRAINS: EQUIPMENT CONNECTIONS.INSTALL MATING FLANGE FACES TRUE AND PARALLEL TO EACH OTHER AND NOT C. SOLDER COPPER TUBE AND FITTING JOINTS WITH LEAD FREE NICKEUSILVER BEARING SOLDER MEETING ASTM STD.B 32, DOMESTIC WATER PIPING. 1. MIFAB REQUIRING SPRINGING OF PIPING FOR ASSEMBLY. PIPE HANGERS AND SUPPORTS TO CARRY THE FULL WEIGHT OF ENTERER CE IN ACCORDANCE WITH IAPMO IS 3-93,ASTM 8-828 AND COPPER DEVELOPMENT ASSOCIATION RECOMMENDED 2. METHOD:AFTER THOROUGHLY FLUSHING SYSTEM WITH WATER TO REMOVE SEDIMENT,FILL SYSTEM WITH A 2. SIOUX CHIEF0 THE PIPE AND FLUID. E N G I N E E R I N G PROCEDURES.CLEAN JOINTS BY OTHER THAN CHEMICAL MEANS PRIOR TO ASSEMBLY."SHOCK"COOLING IS PROHIBITED. SOLUTION CONTAINING 50 PARTS PER MILLION OF CHLORINE FOR NOT LESS THAN 24 HOURS OR 200 PARTS PER 3. SMITH h. PIPING LEAKS:CORRECT IMMEDIATELY;USE NEW MATERIALS;LEAK-SEALING COMPOUNDS OR PEENING NOT FLUXES TO BE WATER SOLUBLE FOR COPPER AND BRASS POTABLE WATER APPLICATIONS,AND MEETING CDA STANDARD MILLION OF CHLORINE FOR NOT LESS THAN 3 HOURS.AFTER RETENTION,DRAIN,REFLUSH AND RETURN SYSTEM TO PROJECT 2019 0641 PERMITTED. TEST METHOD 1.0 AND ASTM B813-91.APPLY SOLDER UNTIL A FULL FILLET IS PRESENT AROUND THE JOINT.DO NOT SERVICE. 4. WADE - I. PRESSURE RATINGS OF FITTINGS,VALVES,AND DEVICES IN PIPING SYSTEMS:PRESSURE RATING TO BE EQUAL TO, APPLY SOLDER AND FLUX IN SUCH EXCESSIVE QUANTITIES AS TO RUN DOWN INTERIOR OF PIPE.LEAD SOLDER OR 3. CERTIFICATION:PROVIDE COPY OF DOMESTIC WATER CHLORINATION CERTIFICATE IN EACH OPERATIONS AND 5. WATTS 100Sw f JUSTIN WIESE P0 • 5 OR GREATER THAN,THE MAXIMUM WORKING PRESSURE OF THE SYSTEM. CORROSION FLUX NOT TO BE PRESENT AT THE JOBSITE. MAINTENANCE MANUAL. 6. ZURN 100 SW Main Street,Suite 1600 j. EQUIPMENT VENTS AND DRAINS:PROVIDE FOR COILS AND VESSELS WHICH CONTAIN WATER.PROVIDE ISOLATION D. CAST-IRON JOINTS:COMPLY WITH COUPLING MANUFACTURER'S CAST IRON SOIL PIPE INSTITUTE STANDARDS AND 4. PROVIDE WATER LINE DISINFECTIONS PERFORMED BY A LICENSED CONTRACTOR WITH TRAINING IN POTABLE WATER TELtland,OR 972046 6 VALVES AND OUTLET VALVES AT PIPING HIGH AND LOW POINTS TO PERMIT VENTING AND DRAINING OF THE VESSEL INSTALLATION INSTRUCTIONS. LINE DISINFECTIONS. www.interfaceengineering corn FILE: dX�641pP�.oe`fs\201\Uz69-06WG ad\mP0 ni aJ\0EDIT 11%1� 1.11/7/2019 2019912 s33 PPM BY KAYLAA ( PLOT: 11/13/2019 12�51 PM BY JUSTIN WIESE ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER.TANGE ASSOCIATES ARCHITECTS,INC. S*\ � P R OpFSol E. HOSE BIBBS: wC\ 4C;G 1 1. CHICAGO � 84929 2. JR SMITH a r 3. MIFAB ` OREGONQ 4. WADE 5. WOODFORD 7 v°NE,5 O�N 6. ZURN M. MCC�� 7. OR APPROVED EQUIVALENT. F. HUB DRAINS: I EXPIRES: 12/31/20 I 1. JR SMITH 2. ZURN 3. OR APPROVED EQUIVALENT. G. WATER CLOSET SEATS: • 0 1. BEMIS •-- 2. _2. OR APPROVED EQUIVALENT. /may 2.02 GENERAL PLUMBING FIXTURES -I- A. REVIEW SUBSTITUTION REQUEST REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND 22 00 00,PLUMBING GENERAL REQUIREMENTS. B. REFERENCE ARCHITECTURAL DETAILS FOR MOUNTING HEIGHT AND LOCATION OF FIXTURES. C. PROVIDE FACTORY FABRICATED FIXTURES OF TYPE,STYLE AND MATERIAL INDICATED ON THE PLUMBING FIXTURE 0 CONNECTION SCHEDULE SHOWN ON THE DRAWINGS.FOR EACH TYPE FIXTURE,PROVIDE FIXTURE MANUFACTURER'S rnrn STANDARD TRIM,CARRIER,SEATS,AND VALVES AS INDICATED BY THEIR PUBLISHED PRODUCT INFORMATION;EITHER AS V/ DESIGNED AND CONSTRUCTED,OR AS RECOMMENDED BY MANUFACTURER,OR REQUIRED FOR COMPLETE INSTALLATION.WHERE MORE THAN ONE TYPE IS INDICATED,SELECTION IS INSTALLER'S OPTION;BUT,FIXTURES OF SAME L- 0 TYPE MUST BE FURNISHED BY A SINGLE MANUFACTURER.WHERE TYPE IS NOT OTHERWISE INDICATED,PROVIDE ■ mo a 0 FIXTURES COMPLYING WITH GOVERNING REGULATIONS. (V+J, D. PROVIDE FIXTURES COMPLETE WITH FITTINGS,SUPPORTS,FASTENING DEVICES, BOLT CAPS, FAUCETS,VALVES,TRAPS, t TZ STOPS AND APPURTENANCES. �.■ i.. V E. PLUMBING FIXTURE THERMOSTATIC MIXING VALVES: 1 0 0 1. LAVATORIES PROVIDE ASSE 1070 COMPLIANT MIXING VALVES OR MULTIPLE LAVATORIES SERVED BY A SINGLE ASSE �(�/ 0) +- 1070 COMPLIANT MIXING VALVE. 2. SINKS SERVICED WITH A SINGLE ASSE 1070 MIXING VALVE OR MULTIPLE SINKS SERVED BY A SINGLE ASSE 1070 MIXING •••C D VALVE, , ^ 3. COMMERCIAL KITCHEN HANDSINKS PROVIDE ASSE 1070 MIXING VALVES. vCy a)1 0 4. JANITOR SINKS OR PROCESS/MAINTENANCE TYPE SINKS DO NOT REQUIRE ASSE 1070 MIXING VALVES IF OPERATED BY W TRAINED PERSONNEL.PROVIDE SIGNAGE PER SECTION 22 05 53,IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT. 0 5. HOT WATER HOSE BIBBS DO NOT REQUIRE ASSE 1070 MIXING VALVES IF OPERATED BY TRAINED PERSONNEL. Lows PROVIDE SIGNAGE PER SECTION 22 05 53, IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT. 1 2.03 ELECTRIC WATER COOLERS c) w 5.... A. SEE SCHEDULE ON DRAWINGS FOR TYPE. 0 2.04 FLOOR DRAINS A. SEE SCHEDULE ON DRAWINGS FOR TYPES. ]i); 2.05 HOSE BIBBS A. SEE SCHEDULE ON DRAWINGS FOR TYPES. 2.06 HUB DRAINS A. SEE SCHEDULE ON DRAWINGS FOR TYPE. L.. 0 0 -- 2.07 WATER CLOSET SEATS •_ A. SEE SCHEDULE ON DRAWINGS FOR TYPE. •�„� PART 3-EXECUTION 0 3.01 GENERAL PLUMBING FIXTURE INSTALLATION INFORMATION CL A. VERIFICATION OF CONDITIONS: L 1. EXAMINE ROUGH-IN WORK OF WATER SUPPLY AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPING L/'} CONNECTIONS PRIOR TO INSTALLING FIXTURES.EXAMINE FLOORS AND SUBSTRATES,AND CONDITIONS UNDER 0 V) WHICH FIXTURE WORK IS TO BE ACCOMPLISHED.CORRECT ANY INCORRECT LOCATIONS OF PIPING AND OTHER 00) aUNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES. N2. EXAMINE WALLS,FLOORS AND CABINETS FOR SUITABLE CONDITIONS WHERE FIXTURES ARE TO BE INSTALLED. 3. INSTALL PLUMBING FIXTURES LEVEL AND PLUMB,IN ACCORDANCE WITH FIXTURE MANUFACTURER'S WRITTEN < •ow. ,so INSTRUCTIONS,ROUGH-IN DRAWINGS AND PERTINENT CODES AND REGULATIONS,DESIGN AND REFERENCED STANDARDS. 4. FASTEN PLUMBING FIXTURES SECURELY TO SUPPORTS OR BUILDING STRUCTURE.SECURE SUPPLIES BEHIND OR WITHIN WALL CONSTRUCTION TO PROVIDE RIGID INSTALLATION. PROJECT NO. 5. INSTALL A STOP VALVE IN A READILY ACCESSIBLE LOCATION IN WATER CONNECTION TO EACH FIXTURE. 6. INSTALL ESCUTCHEONS AT EACH WALL,FLOOR AND CEILING PENETRATION IN EXPOSED FINISHED LOCATIONS AND 19-123.1 WITHIN CABINETS AND MILLWORK. DRAWN BY 7. SEAL FIXTURES TO WALLS AND FLOORS USING SILICONE SEALANT DOW CORNING NO.780 OR APPROVED EQUIVALENT. MATCH SEALANT COLOR TO FIXTURE COLOR. JMW 8. TEST FIXTURES TO DEMONSTRATE PROPER OPERATION UPON COMPLETION OF INSTALLATION AND AFTER UNITS ARE WATER PRESSURIZED.REPLACE MALFUNCTIONING UNITS,THEN RETEST. CHECKED BY : 9. INSPECT EACH UNIT FOR DAMAGE PRIOR TO INSTALLATION.REPLACE DAMAGED FIXTURES. JM 10. REPLACE WASHERS OR CARTRIDGES OF LEAKING OR DRIPPING FAUCETS AND STOPS. 11.CLEAN FIXTURES,TRIM AND STRAINERS USING MANUFACTURER'S RECOMMENDED CLEANING METHODS AND DATE : MATERIALS. 12.DURING CONSTRUCTION,COVER INSTALLED FIXTURES,DRAINS,SINKS AND WATER COOLERS WITH CARDBOARD AND 11.1 1.2019 WRAP WITH SHEET PLASTIC. REVISION 13.PROVIDE TRAP PRIMERS FOR FLOOR DRAINS,FLOOR SINKS,TRENCH DRAINS AND HUB DRAINS. 14.INSTALL ROOF AND OVERFLOW ROOF DRAINS PER ARCHITECTURAL DETAILS.COVER DRAINS DURING ROOF CONSTRUCTION TO PROTECT DRAIN.PROVIDE OFFSETS OR EXPANSION JOINTS AT EACH ROOF/OVERFLOW DRAIN. 15.DO NOT USE LEAD FLASHING. B. OWNER FURNISHED EQUIPMENT: 1. ROUGH-IN AND MAKE FINAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT.PROVIDE NECESSARY ITEMS TO COMPLETE INSTALLATION. 2. COMPLY WITH REQUIREMENTS OF THIS SECTION AND DRAWINGS FOR INSTALLATION PROCEDURES. C. ADJUSTING AND CLEANING:CLEAN PLUMBING FIXTURES,TRIM,AND STRAINERS OF DIRT AND DEBRIS UPON COMPLETION OF INSTALLATION.ADJUST WATER PRESSURE AT DRINKING FOUNTAINS,FAUCETS,SHOWER VALVES AND FLUSH VALVES TO PROVIDE PROPER FLOW STREAM AND SPECIFIED GPM.REPAIR LEAKS AT FAUCETS AND STOPS. D. EXTRA STOCK:FURNISH SPECIAL WRENCHES AND OTHER DEVICES NECESSARY FOR SERVICING PLUMBING FIXTURES AND TRIM TO OWNER. E. FIELD QUALITY CONTROL:UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES,TEST FIXTURES TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH SPECIFICATIONS.CORRECT OR REPLACE MALFUNCTIONING UNITS AT SITE,THEN RETEST TO DEMONSTRATE COMPLIANCE. F. PROTECTION:PROTECT FIXTURES AND EQUIPMENT FROM DAMAGE.COVER FINISHED FIXTURES WITH CARDBOARD AND SHEET PLASTIC. FIXTURES ARE NOT TO BE USED DURING CONSTRUCTION. REPLACE DAMAGED ITEMS WITH NEW. G. SIGNAGE:FOR FIXTURES THAT DO NOT HAVE ASSE 1070 MIXING VALVE PROTECTION FOR HOT WATER TEMPERATURE, PROVIDE SIGNAGE PER SECTION 22 05 53, IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT. 3.02 ELECTRIC WATER COOLER INSTALLATION A. INSTALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED PRODUCT DATA SUBMITTALS. B. SET PLUMB,LEVEL AND RIGID. 3.03 FLOOR DRAINS INSTALLATION A. INSTALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED PRODUCT DATA SUBMITTALS. B. SET PLUMB,LEVEL AND RIGID. 3.04 HOSE BIBB INSTALLATION A. INSTALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED PRODUCT DATA SUBMITTALS. B. SET PLUMB,LEVEL AND RIGID. 3.05 HUB DRAINS INSTALLATION A. INSTALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED PRODUCT DATA SUBMITTALS. B. SET PLUMB,LEVEL AND RIGID. 3.06 WATER CLOSET SEAT INSTALLATION A. INSTALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED PRODUCT DATA SUBMITTALS. B. SET PLUMB,LEVEL AND RIGID. END OF SECTION • SPECIFICATIONS - PLUMBING INTERFACE ENGINEERING PROJECT 2019-0641 • CONTACT JUSTIN WIESE P 0 • 6 100 SW Main Street,Suite 1600 Portland,OR 97204 TEL 503.3822266 www interfaceengineering.com \\pdx- roj3\pdx ro'ecis\2019\2019-0641\cad\mechanic \0641p0.2-p0.6.dw 111/7/2019 12:54:31 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER TANGE' ASSOCIATES ARCHITECTS,INC. FILE: 0641P1 - P0.6.DWG - P0.6 I EDIT: 11/11/2019 4:33 PM BY KAYLAA ( PLOT: 11/13/2019 12:51 PM BY JUSTIN WIESE ��REOPROFFS (; G11\1 --- cs",b ,1NE �'S 84929 al, r- .,[--, , _ - - - I � , OREGON p v�SvkiE 5 �0`N��P M. McCX , EXPIRES 12/31/20 1 0 Cl) 0, r , „ - / '` / >ao 0 / .. ,:iir ,..,-- • _ . ..... ......i,,F. / / 1 - _ / / / / / / / ... 0 /, ./ fta , ,.... . ..,,/ / • .• /// / . , /, ••' „ / L , / Q , E 0 o kr / ., , o 11 / / , . ., .. , • . / , II , / / / . ,..' ../ /-- ,. ..., (1),..\,..... f ) ,... 7 (-11 . . 11/// I.- / . / , / / / / ,•/' / ' ,,,„-. 4) -1-- / r D i= c / / // / V) Cr / / / W 0 V) CC' / v) 0 (1.) ›, v) / . . r _ 0/// / / / ... / /is/ ...• / / / f / „,-- / [I' / / / / . REMOVE AND RETAIN r € ° n / p v n .• / 0 _ EXI / 0 STING WATER HEATER FOR USE IN c` 4 U NEW SPACE t. • REMOVE ALL ASSOCIATED GAS / i p o _c HI l' r } ' PIPING FROM METERS SERVING i a kI' / Sm- , U SPACE NEW SPACE, / ! C / / COORDINATE WITH GAS ___. r- -. �, 0 COMPANY AND CAP ONE GASI F.::: 0 METER SERVING EXISTING' III U O .../ SPACE sPACE II11 � , / (3) CD ("\1 0 11 EXISTING DOMESTIC ” • 1 • PROTECT AND PRESERVE GAS 1 1 WATER SERVICE AND I" • j r- % METER TO REMAIN € / ,'` METER AND PIPING SERVING I I I 1 ; / '' / ADJACENT FITNESS SPACE ILI L I DEMO DOMESTIC SUPPLY s PIPING BACK TO MAIN // .-. / PROJECT NO. / .../ CO ;' fF' CONTROL VALVE • NT z_ ,. TfT ,F ,..7..T. ,. I -IT... DRAWN BY . '..: / DEMO ALL FIXTURES ANDti LL 11 1 u i , ASSOCIATED PIPING IN NAIL /' JMW .. II o /, o o •/•••••••• SALON SPACE • , CAP = 1_ q-P f� 7 IJ DEMO ALL EXISTING FIXTURES / ,''III i AND ASSOCIATED PIPING IN CI-fECI�ED BY/ / SANITARY BELOW FLOOR .N ._ I� / I ��- lid RESTROOM CAP SANITARY /' JM . / / / I 11 BELOW FLOOR / / / / ,.,_ 1 / . s. - 1 I - / DATE . -iii _ _ — 1 11.11.2019 r DEMO EXISTING PIPING -=_ I ` / / f REVISION I' / E IN THIS ROOM, CAP 1 SANITARY UNDER I / •• f ,,- FLOOR, REMOVE AND / • I CAP DOMESTIC WATER // . / / / k /• ` ' PIPING AS FAR BACK AS I ABLE 1 if / / , ,�' i REMOVE ALL /../' F / • 0.ASSOCIATED I }, f DRAINAGE AND 2,0///. '...,.......'........// . SUPPLY PIPING 11 �.\ , / / f / / / .• • I- SERVING BANK OF 11 ,,.. 0 ° ° PEDICURE SINKS 1 ��. f r. I 1 1 -0,� / �' I / . �� /// / • I 1 \\ • �' ,...,.. L .„..../ / • II• 1 � / . / ./ . •' .. .., � I I ' — = —L_Y EXISTING HOSE BIBB, DEMO FIXTURE AND \-, /.... / ''''''''.........'/L......'.................." SUPPLY PIPING. CAP \„ .... ....... . . II/I/ . / ,/ / : `rj SUPPLY PIPING BELOW `;, ' i / �I FLOOR "� �' /+ \\ �� ~` �� / / I • I- / • _ - • :/. - : f ' 1 \ I '' EXISTING SANITARY LINE, /` I I -c 1 1 CONTRACTOR TO VERIFY / I 1 I I f- I LOCATION, AND INVERTII .L PRIOR- PRIOR TO CONSTRUCTION /I Li F71 /`;; ! izi V . 7 OVERALL ' I11:1 E I DEMO PLAN - // I hI • 11 II PLUMBING - - - INTERFACE , * ENGINEERING N R 1 OVERALL DEMO PLAN - PLUMBING PROJECT 20190641 T0 8' 16' 24' H CONTACT JUSTIN WIESE PD2 • 1 100 SW Main Street,Suite 1600 SCALE: 3/32"=1'-0" Portland,OR 97204 E_ 503.382.2266 www-interfaCeeng ineering.Com \\PGx- TIPF11x rolelc:D 019\2019-06a1YOUriecn nleilI IT w 10/144°199:56:37 A v ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER aTANGE ASSOCIATES ARCHITECTS, INC. FILE: �641P�2.1.DWG — LAYOUTI � ED1T: 11�i1�/2019 4:01 PM BY KAYLAA � PLOT: 11/13/2019 12:52 PM BY JUSTIN WIESE icy,,o P R OF-6-ss `. z‹, 8492 1 �� 9 4, V,_ OREGON p v�c�,c/4E 5.2'` N,''' - I EXPIRES: 12/31/20 f > ..,../. 0 a c0 ® E 0) O _ W Iii. 73 12 0 0 0 . r D i= c - /. 0 0- co 4) r 0 V) D E 1.._ 0.0) _ -1, ›... •.. c.n.• • C (i) o . , ./... -0 C L. o _0 1 0 ~ U Z -a 0 r 1 / L, 0U 0 0 v)v) N o L._ u ac) CNI < 0 li ,....0 PROJECT NO. 19-123.1 DRAWN BY : I JMW - [. CHECKED BY : JM DATE : y /✓ � � 0 11.11.2019 y , N-. / REVISION : 7 i / \ - — 1 1 ------ .. r LII I I 1 117 II f ______ 01 ._..\ , / II I II iI I — - II I \ .. I i — • I I rF" ` II T---- — I ' . -Tll 1 ' I I I l �J .. , -- - 0 Lc__ , , `rp A :II \_- II 11 .. _ • I 111 II lit N\ \1 r 1 ! HI l II .�.� TrilL i / s _ I I 11 / I 0 �-�1 I I II — — I 1 h I1 � L _ - - II 1 ,- - -,_ _ 1 ' `J 11 I_J� r T 11 / .-E-_ = / ENLARGED - il FT"' -- f DEMO PLAN - __.. -- - - z - - - � - 1 II -- PLUMBING I r--� I - _ I j AREA INDICATED IS ANTICIPATED AREA OF T 1 SAWCUTTING BY GENERAL CONTRACTOR. III I-_-_)J GENERAL CONTRACTOR TO SAWCUT AND PATCH III ITO ORIGINAL CONDITIONS AS NEEDED, PLUMBING 1 I 11I CONTRACTOR TO FIELD VERIFY LOCATION OF I1 I , EXISTING SANITARY AND CONNECTION POINT - _ — — 1 PRIOR TO BEGINNING WORK 0 INTERFACE N - E N G I N E E R I N G 1 ENLARGED DEMO PLANPLUMBING RPROJECT 2019-0641 T 0 2' 4' 8' H =ONIACI JUSTIN WIESE P ID 2 • 2 100 SW Main Street, Suite 1600 SCALE: 114"=1'-0" Portland,OR 97204 503.382.2266 wwwinterfaceengineering.com \\pdx- roj3\pdx rojects\2%04,6\20_19-0641\cad\methQnical\064Ipd2.2. w 10/!4!20194:56:37 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS, INC. FILE: d641PL2.2.DLAYOUT! I EDIT: 11/1S/2019 12:51 PM BY JUSTINW PLOT: 11/13/2019 12:52 PM BY JUSTIN WIESE ��RVb P R 0FFss C�5 GIN -� �O'L 84929 ' / OREGON O �F ✓GNE 5,21�� \P S M. McC`--\' -. ( I EXPIRES: 12/31/20 rir.$) 7 r. W _ / / o >c7 Rio ... •� 0 ,._ ....„,) ••,.. , . .• / Iv / ........ .. . • ..• ......... ... .• . .• ,..... , . ....•, , ,,.-- ' ..../..// ./ . .• . . , . .. .••••/......./ a . 1, E ++ +' r. ,, .. ... / / / __ / . .../ 11 i . .....I I- • / / . • O 0/ / } e i ,.....„ •-' / . .„ , , [ 1#..1 / ,. . , / . ./ 0 0 ''Si) . / / / . ..,______ J ,.,..... 41/ . /./ _.......__ ._ .. „.„--,_:1-1__/,/ . 17/ .. / ' 77 • • I's 001- CI21 / /. NEW 2" SCHEDULE 40 FIRE R: f / Ea) SERVICE DRAIN LINE. TRENCH OUT STORAGE / OFFICE / / •/ ••••• FLOOR AND INSTALL IN NEWT '�l ,,, _•_ L105 I �T 1104 n � STAIRWAY, DISCHARGE OUT REAR —— I - / VJ OF STAIRWAY. COORDINATE / 0 DISCHARGE ELEVATION WITH \` ill 'fVI •/J{ /`FF1: '/ L') >' o ARCHITECT COORDINATE WORK : f WITH-QIVISION 21_ r___..___ //, > 0 / - . e. Yk; / / / / C.) / if • / � o � I, 0 H. .7)— / / / / E= / 1,.._ / / T0C2 7) o o -' a a y . • . . . • .• , _.,....._. itit_.,. . . U . .• .• „ 7 . W. / / .. . ' C3. .., / , to 4" DOWNSPOUT o ,4" DOWNSPOUT ' / • • /. / / / / , / /f V/ L / CONNECT TO f H CONNECT TO 1- .41\ UP O ROOF, 120 CFH /../ / / GUTTERS, SEE GUTTERS SEE • U 0) 0 / ARCHITECTURAL ARCHITECTURAL' I • ' PLANS FOR 4,� S PLAN• S FOR • / / ' �� O ' MORE DETAIL -1. - _ MORE DETAIL ' i` EXISTING STORM LINE, • /+ / // / /r/ / ..../.// 2' / / • . • / } PROJECT NO. • © / / cn VERIFY LOCATION AND SIZE 5 j /`lis / P6.1 °p PRIOR TO WORK P6 1 19 123.1 "' UNISEX _ ZDRAWN BY P2.3 k ; RESTROOM a /± JMW _ _ 1108 I w • / .-/ ./ • / .. .. • .....".... . ,,, _.... .. • .. ...,/ ,, . ........... / ....s. CHE, --. /— ,... CKED BY �a WE SERV€CE,SRE,4 E- ` '' I/ / __ ...____ .. •:,:.rnr.r.-.-. / .• ' I r UNISEX ! Ti E DATE �— UPPER SALES 0 RESTROO i I... . 103 1 r l.l 1.2019 109 1 'I\_ + 1 314" 2#tG / ' �� ;. REVISION . ' E / • • / .```` I EMPLOYEE ROOM AREA • 1107 I 1106 I �' ' • • �` ' I N / • �• �fiF • • / / ' / . ;:reo . / , ' ..._ / ,- • E: �.. / / / '` / / • :, '. ! / UP TO ROOF, 250 CF / % E: / o- • LOWER SALES 1 f / ' /` % 1 102 1 I ' f / . /. 7 / .././ ..- .„ , . / , . /// ' I i • ..• ...-,' / / / • , , / ../ . / 0= HB-1 ` ,/ / / / /` i .. ,I •' �� V I / - I I +II A. I 1 ` I " I ,, /' O / 1 LJ- - - - - _cil, I ,....._.. , v COVERED �. _�....... — - .- - w i\ EXTERIOR .-4" SD SALES EXISTING 4" STORM DRAIN, X01 f VERIFY LOCATION AND SIZE 11/.1 1L_.. PRIOR TO WORK OVERALL • -/ . ,-/ .7 I PLAN - PLUMBING I 1 4" DOWNSPOUT r/71, alk CONNECT TO GUTTERS, SEE 1 P6.1 ARCHITECTURAL PLANS FOR MORE DETAIL • INTERFACE N 1 OVERALL PLAN - PLUMBING ENGINEERING 0 R PROJECTONTAJUSTIN 641 P 2 1 H 0 8' 16' 24 CONTACT JUSTIN WIESE * I 100 SW Main Street,Suite 1600 SCALE: 3132"=1'-0" Portland,OR 97204 TEL 503.382.2266 www.interfaceengFneering.com \\odx- roj3 pdx xi ii ects\2019,,,.._2o19-0641 cad\ne hanical 0641 2.1 dw o t 4/2019 9;56:37 Ann ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. FILE: 664 Px11.6A LAY8UT1 l EDI : '�1/13g),i619 12:50 PM BY JUSTINW PLOT: 11/13/2019 12:51 PM BY JUSTIN WIESE PRO, ' . . ,C ,D GINJ/0 .6'• 1-. ' -37 zr P 84929 4:14, ig ‘,,_g__,/ r OREGON cz, .\1\ ? S 44. mcc\....(c, I EXPIRES: 12/31/20 .1 / V) , • a / > ._ . _ 0 / .// 0 0 1 ... _ . ...„. -I— row° Awe ir j -- .. / . ., — — - / " / / ,— . .. 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' .• .• .• / „// ..,,,.., .,....,/... .. ., . .. .' ... ../ ., ,/ .• „ .../........../...ss. 19-123.1 DRAWN BY / ,..„/ / ,..- „/ rr. . • L I, / . / / / / / . / • ...- 0 0 0 0 / / JMW / ., / / / . i . . . .• ,••• . , ' .' / , . .... 1 ' . . . .• ,..../ CHECKED BY , . , • / . .•' . .•.... . ///////////'' //////:///'/://''.111.'l ' JM . ..-4 . . .• ..- ..// / / ..../. .•. ..„. / . .... "”' / ... / / ../ / DATE I / ' ..___ _ .• .... z rz 0 / , .../ „•••''......// . ... /. . . ' / / .• . ' . . ,'.. ' 0 I / .. . . .,' ,' . .. / / / .. . 11.11.2019 ,•••.• .,..,../ .• ... . , / / , . , . REVISION ..... . . / ' ' / ../ / . . . . , / / / ..„ / • ../ ../ . • .• ., .......... .• ,• .• . . , . . . ' . / / / .- .... /..... , .. ._--- ' ,./ .• / L......, fr . / / / / ,,- / I . . / / / I / / . ... / . .. / I , ,/ .•'''. .• , - ./..... ,// / ,• / .• . .' ///...../. I • /I.// .. . . . . / / , ,:." .., / /.. //// / .• .. . ' . '. '." „/......./ ." . //,' / / . .' / / .' • ../..... ,..,. 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' / ..- •, . i / , , • / . . . . / .• , . , . , .. ..• ...-. / ..' . // .• „•••• / . . / . ... . .„•• .• .••• . , ..• • / 111 — .0...././7/ . . , . / , • ,.../ . . .••• „•••. .• .• 1 r 1 1 1 ._i, 1 i - .. . , 1, 1 / / 1 11 - . , / Lt__- / ! 1., .. . .„ .......„,. ....._j, ,.. . . / .......... // / 1 I • z ., -- . 13 —17' ' ri --.--- ....... r - __. ! T -4 1 77.•: --- 1 - F1 1 [ _ ___ ---1 ROOF I PLAN - 1 , . crr i _ _.2.1.________Fi.......... 1, ,:........J...IPLUMBING i , . i-- , ' INTERFACE 1 ROOF PLAN - PLUMBING 0 ENGINEERING R ROECT 2019-0641 T 0 8' 16' 24' J CONTACT JUSTIN WIESE H P2 • 2 100SW Main Street, Suite 1600 SCALE. 3/32"=1'-0" Portland,OR 97204 TEL 503.382.2266 www.interfaceengineering.com 4 Npcboor9j3\pdxprojects\2019\2019-0641\cadVnecylanicaj\0641p2.2.ciwg L 10/2212019 33407 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERmISSION OF BENNER ;TANGE ASSOCIATES ARCHITECTS, INC. FILE: 0641P2.2.DWG — LAYOUT1 I EDIT: 11/11/2019 4:03 PM BY KAYLAA I PLOT: 11/13/2019 12:51 PM BY JUSTIN WIESE c;\ GIN PROFFss �\51,0 ��G 1 N FFAfo2 ��9� / 84929E �— OREGON p �F '/0,NE 520\� � 61‘ � M McC\-�� EXPIRES: 12/31/20 I t1, — • W ._ r _ 0 \\\-________ a c 0 0 a ._a_ 0 1 ^� 0 0 L _/ _ W a . a 0 , } _______ ______ — - { D r= c 21 0 7 co a.) / 0 0 v 1 0,/ a -,-0 • --C_C T C_C / rC W � i... [' 7 _ c 0 _0 . d 0 — — } U c1 r I p,_.. _, ., U W 0 v) v)L u (3) 0 0 0, Q T ,., ,______i PROJECT NO. 19-123.1 DRAWN BY : aJMW CHECKED BY : I JM 0 DATE : -- 11.11.2019 REVISION i I._ L t:i d b L' [:1 [}.-- ..._.. 0 til , • 1 RECONNECT TO EXISTING GAS METER. 2# PRESSURE . AHU-1 - 120 CFH I� AHU-2-250 CFH 370 CFH TOTAL \ EXISTING GAS METER BANK. \ MS-1 SANITARY AND WATER CAP ONE OF TWO METERS l EXISTING 8" STORM LINE STUBBED BY PLUMBING -- ELECTRICAL PANELS IN THIS PREVIOUSLY SERVING • 0VERIFY LOCATION PRIOR `-, CONTRACTOR. FIXTURE O AREA, AVOID RUNNING OVER THE0 EXISTING SPACE TO WORK AND FAUCET BY TENANT TOP OF ELECTRICAL PANELS I WITH ALL PIPING DO NOT MODIFY METER OR / EXISTING 1"WATER LINE __ GAS PIPING SERVING r ,I / AND METER TO REMAIN i' _'\\ ANYTIME FITNESS yyy�� 2 - / 314"2#G — — I'� .GM �Gtli / t P6.1 • ib-1,.t — . j — _ d 172"-RW L-1 '' L_1 _ — — V TP-1 ) --- , ! : ( 1/2" "W— ,r D' A� WC-1 1p EXISTING WATER HEATER. •, • • MS-1 11 1 1 1/2' J— L"' •I �— °I�I M JV 'RELOCATE FROM PREVIOUS • A PROVIDE 1" PRESSURE REDUCING • Ill 1-1 -:- - , -_=`' TENANT3"HD i„ • VALVE, SET VALVE TO 75 PSII " UNIS#X EMPLOYEE ROOM C� f E / ■ rct �� m1 i 1 r UNISEX �_ 1 — _I 1071 _ 3"FD- _ _ 1 i-----,- ESI�tUvivl IR 1 ' VT. ' i )1 r-- -- __ — SERVICE AREA -r-_,,,,,,,„" a — 3"W 1106 I �}'_O�-- -1--� --11 112"-- — —+—• I 3 W 3" W III ir_ N- L--- Illrl` 1 3"V—/ 1 I' AI ELECTRICAL RNTACTOR ON AND INVERTOF EXISTING SANITARY VERIFY OPIRIOR TO ENLARGED CONSTRUCTION. CONNECT INTO EXISTING SANITARY LINE WHERE FEASIBLE / - PLAN p— LOWER SALES 1021 pI LUMBING IEEE I INTERFACE N 1 ENLARGED PLAN - PLUMBING ENGINEERING T0 2' 4' 8' PROJECT 2019-0641 H CONTACT JUSTIN WIESE P2 . 3 100 SW Main Street,Suite 1600 SCALE 1/4"=1'-0" Portland, 503.382.2266 www interfaccenq ineeri ng.com \\pdx- roj3\pdx roects\2D19\2019-0641\cad\me hanicoI 0641 2.3. w I0J!412D199:56:37 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGS ASSOCIATES ARCHITECTS, INC. FILE: tl6aFTSDWG — LAYOUTI EDI : �1�S/2Q19 12:21 PM BY JUSTINW PLOT: 11/13/2019 12:51 PM BY JUSTIN WIESE �,RtiO P ROFFss MISCELLANEOUS EQUIPMENT SCHEDULE ,, 4., GINF� %%f "' 84929 ,/f/� litt Ile • i• alt.' BASIS OF DESIGN ELECTRICAL KIK,.. OREGON p 7F v4NE5,'1.' N'' SYMBOL EQUIPMENT TYPE LOCATION /SERVING MFR MODEL VOLTS PH AMPS WATTS COMMENTS S M McC\- O' TP-1 TRAP PRIMER NEAR MOP SINK SERVING HD/FD PRECISION PLUMBING "MINI-PRIME" 120 1 MINI-PRIME W/BOX. PRODUCTS MPB-500-115V SERVES 1-4 DRAINS. EXPIRES: 12131120 NOTES: U) W > +- O PLUMBING FIXTURE SCHEDULE 3ASIS OF DESIGN CONNECTION a C SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTES 0) 1L FD-1 FLOOR DRAIN CAST IRON BODY, FLASHING COLLAR, JR SMITH 2005Y- 3"* 1-1/2"* PRIMER -- E (FINISHED FLOORS/ 6-INCH ADJUSTABLE NICKEL BRONZE A-06- CONN. g2 O SHOWERS) STRAINER HEAD, TRAP PRIMER P050-NB ...... (1W) 0 s. HB-1 HOSE BIBB ENCASED, NON-FREEZE, WOODFORD B67-P - - 3/4" -- ANTI-SIPHON,AUTOMATIC DRAINING, 40 0 a CHROME PLATED BOX/DOOR C3) '1- ASSEMBLY, DOUBLE CHECK R D j- c BACKFLOW PREVENTER /"!� n, HD-1 HUB DRAIN OPEN BELL OF PIPE N/A N/A 3" 2"* -- -- CT W PLUMBING DEVICES SCHEDULE L-1 LAVATORY WALL MOUNTED,3-HOLE PUNCH,4INCHCUS CEN CENTERS, STANDARD 355.012 FAUCET CHCAGOG895317E2 0 5ABCP SENECK DE): 1-1/2" 1-1/2" 1/2" 1/2" 0 ? E FRONT OVERFLOW5,.�, V) BASIS OF DESIGN CONNECTION } +- SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTES MS-1 MOP SINK BY OWNER BY OWNER BY OWNER 3" 2" 1/2" 1/2" R Vl DET-1 DOMESTIC WATER 2 GALLON CAPACITY,WELDED STEEL CONSTRUCTION, AMTROL ST-5 -- --- 3/4" -- S-1 SINK COUNTERTOP, SINGLE BOWL, 18 ELKAY LR1517-3 KITCHEN FAUCET(SINGLE LEVER HANDLE): 2" 1-1/2" 1/2" 1/2" C EXPANSION TANK HEAVY-DUTY BUTYL DIAPHRAGM, SEPARATE RIGID THERM-X- GAUGE STAINLESS STEEL, 15-INCHES CHICAGO 2300-8E34ABCP VJ POLYPROPYLENE-LINED WATER RESERVOIR,AIR-CHARGING TROL X 17-1/2-INCHES X 7-5/8-INCHES DEEP, r VALVE,ASME CERTIFIED. 18-INCH MINIMUM CABINET SIZE, 0) 3-HOLE PUNCHSlam 0 7) C = LMV-1 LAVATORY MIXING THERMOSTATIC MIXING VALVE,ASSE 1070 COMPLIANT, WATTS LFMMV -- -- 1/2" 1/2" WC-1 WATER CLOSET TANK TYPE,VITREOUS CHINA, AMERICAN 2386.012 SEAT(COMMERCIAL WEIGHT, HEAVY-DUTY 3" 2" 1/2" -- U VALVE INTEGRAL CHECK VALVES, LEAD FREE: WATTS LFMMV BARRIER FREE HEIGHT, ELONGATED, STANDARD SOLID PLASTIC WITH STAINLESS STEEL 04+-- 1.6 GPF CHECK HINGE): BEMIS 2155SSC-000 0 PRV-1 PRESSURE REDUCING LEAD FREE ADJUSTABLE PRESSURE REDUCING VALVE FROM WATTS LFN55B-M1 -- --- 1" -- I D Q.. VALVE 25 PSI TO 75 PSI, SET TO 75 PSI NOTES: 0 NOTES: 1 SEE ARCHITECTURAL DRAWINGS FOR ALL FIXTURE MOUNTING HEIGHTS AND LOCATIONS. 00Cr) V)* UNLESS NOTED OTHERWISE ON DRAWINGS y„-, • 0 CD CD N D ..< .. .,43 R WATER SERVICE SANITARY DRAINAGE GAS CALCULATIONS PROJECT NO. NO.OF BTU/HR TOTAL CALCULATIONS CALCULATIONS FIXTURE DESCRIPTION FIXT. INPUT BTU/HR 19-123.1 DRAWN BY : (BASED ON APPENDIX 'A') FIXTURE QUANTITY TABLE7-3JMW PRIVATE PUBLIC PUBLIC PRIVATE PUBLIC PUBLIC TOTAL MECHANICAL EQUIPMENT INDIVIDUAL GENERAL HEAVY USE INDIVIDUAL GENERAL HEAVY-USE FIXTURE CHECKED BY : [AHU-1 ] ROOF TOP UNIT 1 120 120 FIXTURE QUANTITY APPE,IDIX'A'-TABLE A-2 TOTAL FIXTURE UNITS , DWELLING USE ASSEMBLY DESCRIPTION DWELLING USE ASSEMBLY UNITS [AHU-2] ROOF TOP UNIT 1 250 250 JM PRIVATE PUBLIC PUBLIC PRIVATE PUBLIC PUBLIC (.75) DATE : INDIVIDUAL GENERAL HEAVY USE INDIVIDUAL GENERAL HEAVY-USE COLD HOT 0 1 0 KITCHEN SINK, DOMESTIC W/ONE 1 1/2"TRAP 2.00 2.00 0.00 2.00 PLUMBING EQUIPMENT DWELLING USE ASSEMBLY DESCRIPTION DWELLING USE ASSEMBLY WATER WATER 0 2 0 LAVATORY, SINGLE 1.00 1.00 1.00 2.00 NONE 0 0 0 11.11.2019 0 1 0 HOSE BIBB 2.50 2.50 0.00 2.50 -- 0 0 0 RECEPTOR, IND.WASTE, 1 1/2"TRAP SEE 0.00 1.00 1.00 0.00 REVISION : 0 1 0 HOSE BIBB, EACH ADDITIONAL 1.00 1.00 0.00 1.00 --- 0 0 0 RECEPTOR, IND.WASTE,2"TRAP TABLE 0.00 2.00 2.00 0.00 TOTAL DEMAND(BTU) 370 0 1 0 KITCHEN SINK,DOMESTIC 1.50 1.50 0.00 1.50 1.13 0 2 0 RECEPTOR, INC.WASTE,3"TRAP 7-4 0.00 4.00 4.00 8.00 TOTAL DEMAND(CFH) 0 0 2 0 LAVATORY 1.00 1.00 1.00 2.00 1.50 0 1 0 SERVICE SINK OR MOP BASIN,3"TRAP 0.00 3.00 0.00 3.00 0 1 0 SERVICE SINK OR MOP BASIN 1.50 3.00 0.00 3.00 2.25 0 2 0 WATER CLOSET, 1.6 GPF,GRAVITY TANK 3.00 4.00 6.00 8.00 0 2 0 WATER CLOSET, 1.6 GPF, GRAVITY TANK 2.50 2.50 3.50 5.00 -- TOTAL 15.00 4.88 TOTAL 23.00 PIPE SIZE 4" GAS: NATURAL GAS FLOW IN GPM 16 5 PIPING: SCH 40 STEEL IRRIGATION FLOW IN GPM 0 SIZING BASED ON: 2010 OREGON MECHANICAL SPECIALTY CODE TOTAL GPM REQUIRED 16 [2 PSI][STD]SUPPLY PRESSURE WITH[1 PSI]PRESSURE DROP [200]FEET DEVELOPED LENGTH a. MINIMUM DAILY SERVICE PRESSURE(BOOSTER PUMP) 75 psi b. STATIC HEAD LOSS .434/FT X 10 FT HGT. 4.34 psi 1" 1170 CFH c. WATER METER PRESSURE DROP 1 METER SIZE 5 psi 3/4" 642 CFH d. BACKFLOW PREVENTER[RPBP][DCVA] EXISTING [MODEL TYPE] 10 psi 1/2" 318 CFH e. PRESSURE REQUIRED AT FIXTURE 25 psi PRESSURE AVAILABLE FOR FRICTION LOSS,a-b-c-d-e 30.66 psi TOTAL EQUIVALENT PIPE LENGTH 50 FT LENGTH X 1.25 62.5 ft MAXIMUM FRICTION LOSS PRESS.AVAIL.X 100'/EQUIV. LENGTH 49.056 psi SERVICE SIZE FROM METER TO BUILDING 1" SCHEDULES - PLUMBING * INTERFACE ENGINEERING PROJECT 2019-0641 PI CONTACT JUSTIN WIESE 5 • 1 100 SW Main Street,Suite 1600 Portland,OR 97204 1 TEL 503.382.2266 www.interfaceengineering.com \\pdx- roj3\pdx roech\2014\2019-0641\cad\rne hanical 0641 5.1 dw 1 011 41207 9 4:56:37 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,;TANGS ASSOCIATES ARCHITECTS,INC. FILE: 0641 P5.1'.DWG - LAYOUTI EDIT: 1p1 j1372019 12:46 PM BY JUSTINW PLOT: 11/13/2019 12:51 PM BY JUSTIN WIESE ��ED P RO:15,/ 4 3"VTR �\k,�G l N p°yv`� 84929 *'`r • ' m��I4 OREGOq7 `DUNE 5 2 Lt. 1"COLD WATER SHUTOFF VALVE. PRESSURE TEST TEE 1/4" PIPE cis �, • r WITH 1(4" BRANCH PLUG{TYP. 2}. k McCEXPIRES: 12!31120 p 1"HOT WATER NOTE: ► UNION. ■ a > a a COORDINATE ALL ROOF _ 11 _ J l� ~\,,3" r'•r%% A\ PENETRATIONS AND FLASHING fr, WITH ROOF MANUFACTURER TO EQUIP. C-1 , ••.�` r,,r'rr�' • 0N ��[DET-1] AND INSTALLER. SEE ROOFING — — W "�3„ > �j. SPECIFICATIONS AND \- PRESSURE REGULATOR. �� N / 0• -F- ARCHITECTURAL DETAILS. i• ter,,.. �.. L 4(XISTINQ SOLDER COUNTER FLASHING •r' ��%a E n` 3(4„ / TO TAPERED THREADED COUPLING. r '�� sr' L_1L1 -7,:,c1, rr a W 4. i _ / r rr'" DISCHARGE DRAIN PAN SEE ARCHITECTURAL DETAILS FOR 4'FCO r V� OC FULL SIZE TO� - �•F� � t� � RECEPTOR ! ``vrr --1- WATERPROOFING > s_ E 1 } / WC-1 / ��" W j� ih ROOFING. ROOF. �� i a- UPDATED 4/13/09 BY SFR _ 2 L-1 — 0 0 0 S=1 0 '\1 c 1 DOMESTIC WATER HEATER DETAIL -•4> /''� 3"HD-1 V) 0— co a� NO SCALE ,( 91_,0.00000..... ' _ a /2 3"FD-1 MS 1 � � /1 D V4 GAS PIPE ROOF PENETRATION 4 �� 3� �`" _0.14 0 r° ›. 0 NOTES: NO SCALE MFUP101A '/ 3� 0 1. PRV-1, SET @[75] PSI. ,,r -c 2. PRESSURE RELIEF VALVE-ASME RATED SET @ 100 PSI. �I.°. �} 3. ANCHOR ENTIRE ASSEMBLY TO WALL. �`` ` E O 0 — 1" Z43 A � U I— '-.5 .._ A 1 p ° r 1" 6 WASTE AND VENT RISER DIAGRAM 1 FULL—~'"""� NO SCALE 0 000 CD SIZE. AI . 0 0) Co. 1" - .14.04:14,.... 02 C`1 < •- „0r er3(4 - PROVIDE 3/4" BRANCH 3/4" .,1 WITH SILLCOCK FOR PROJECT NO. •! MAIN DRAIN. PROVIDE 1/2"CW INDIRECT SILLCOCK WITH • 19-123.1 WASTE , MOLD WATER ATMOSPHERIC VACUUM WC-1 J DRAWN BY RECEIVER. SERVICE @±75 PSI. BREAKER. / I liP•c%. JMW 3/4"GW ..,:%••..„.. 1"CW 3!4"GW •% CHECKED BY 112" HW ' JM L-1 1/2"CW I DATE SINGLE STAGE PRESSURE REDUCING . `� 11.11.2019 WC-1 I`; REVISION : 2 STATION la. �, 3/4"CW 3/4" HW ,. 3/4" HW NO SCALE PDOEQ02B L-1 —/r S=1 • / 1"CW4 .. 1/2"CW � • 1/2" HW 3/4" CW r' • -,<"-S-- 1"(E)CW • 3(4"HW TOP OF RIM: 1/2" . 1/2 3/4CW c,.. HB-1 ADJUSTABLE STRAINER. BELOW FINISHED FLOOR. %1‘4% ,"I 1/2 HW CLAMPING RING. FLOOR FINISH. — Le '.° [ \ I I I FLASHING MEMBRANE. GROUT. RINK BUILDING--..„ , 1DOWNSPOUT 1-.FINISH. BY OTHERS. __ .11 I 4 4 /- 4 4 4 r� VIP 4 4 1 I �� 4Ilk 4 P6.1 MS-1 P6.1 4 ( � r L CLEANOUT TEE WITH COUNTERSUNK PLUG 44 4e h.. .. . .: i 4 SIDEWALK 3/4"CW 4 4 / .. T 4 + t . •- -'4 A . ..I‘ 4 4 • +• I _, TO STORM SEWER. -', S'.'.� • . PROVIDE CONNECTION. DRAIN PIPE. --' '%•--•"/ .. NON-SHRINK CONCRETE FILL. CONCRETE SLAB.J ' ''e '• • • 41.• - . A AT SIDEWALK 3 FLOOR DRAIN NEW HB WITH NEW ABOVE FLOOR PIPING NO SCALE PSAF101A.dwg *'H B-1 5 DOWNSPOUT CONNECTION WITH CO TEE NO SCALE DOWNSPOUT CONNECTION WITH CO TEE 7 DOMESTIC WATER RISER DIAGRAM DETAILS — PLUMBING NO SCALE INTERFACE ENGINEERING PROJECT 2019-0641 P6 • 1 CONTACT JUSTIN WIESE 100 SW Main Street,Suite 1600 Portland,OR 97204 TEL 503.382.2266 www.interfaceengineering.com FILirtro ipPx btsi o�,�19f)1 9-0641OUTI elh EDIT 6411%13g) 1dg 0112550A PM 8Y JUSTINW I PLOT: 11/13/2019 2.51 PM BY JUSTIN WIESE ANY REPRODUCTION AND/OR MODIFICATION(N ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER iTANGE ASSOCIATES ARCHITECTS,INC. SECTION 21 00 00-FIRE SUPPRESSION BASIC REQUIREMENTS SECTIONS FOR SPECIFIC ITEM REQUIRED IN PRODUCT DATA SUBMITTAL OUTSIDE OF THESE REQUIREMENTS. 1. MAINTAIN AT SITE AT LEAST ONE SET OF DRAWINGS FOR RECORDING"AS-CONSTRUCTED"CONDITIONS.INDICATE ON c. PROVIDE PROTECTION OF UNDERGROUND SYSTEMS.REVIEW THE PROJECT GEOTECHNICAL REPORT FOR PART 1 -GENERAL 3. PROVIDE PUMP CURVES,OPERATION CHARACTERISTICS,CAPACITIES,AMBIENT NOISE CRITERIA, ETC.FOR DRAWINGS CHANGES TO ORIGINAL DOCUMENTS BY REFERENCING REVISION DOCUMENT,AND INCLUDE BURIED REFERENCES TO CORROSIVE OR DELETERIOUS SOILS WHICH WILL REDUCE THE PERFORMANCE OR SERVICE LIFE 1.01DESiGN-BUILD SUMMARY OF WORK EQUIPMENT. ELEMENTS,LOCATION OF CLEANOUTS,AND LOCATION OF CONCEALED MECHANICAL ITEM.INCLUDE ITEMS CHANGED OF UNDERGROUND SYSTEMS MATERIALS. A. WORK INCLUDED IN 21 00 00 APPLIES TO DIVISION 21,FIRE SUPPRESSION WORK TO PROVIDE MATERIALS,LABOR,TOOLS, 4. FOR VIBRATION ISOLATION OF EQUIPMENT,LIST MAKE AND MODEL SELECTED WITH OPERATING LOAD AND BY FIELD ORDERS,SUPPLEMENTAL INSTRUCTIONS,AND CONSTRUCTED CONDITIONS. E. FIRESTOPPING: PERMITS AND INCIDENTALS TO MAKE FIRE SUPPRESSION SYSTEMS READY FOR OWNER'S USE FOR PROPOSED PROJECT. DEFLECTION.INDICATE FRAME TYPE WHERE REQUIRED.SUBMIT MANUFACTURER'S PRODUCT DATA. 2. RECORD DRAWINGS ARE TO INCLUDE EQUIPMENT AND FIXTURE/CONNECTION SCHEDULES THAT ACCURATELY 1. CONFIRM FIRESTOPPING REQUIREMENTS IN DIVISION 07,THERMAL AND MOISTURE PROTECTION. 5. SEE DIVISION 21,FIRE SUPPRESSION SECTIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS OUTSIDE OF THESE REFLECT"AS CONSTRUCTED OR INSTALLED"FOR PROJECT. 2. IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS AND 1.02DESIGN-BUILD INSTRUCTIONS REQUIREMENTS. 3. AT COMPLETION OF PROJECT, INPUT CHANGES TO ORIGINAL PROJECT ON CAD DRAWINGS AND MAKE ONE SET OF A. THIS DOCUMENT IS ISSUED TO GIVE BIDDERS A BASIS FOR PREPARING A PROPOSAL TO DESIGN AND INSTALL A COORDINATE LOCATION AND PROTECTION LEVEL OF FIRE AND/OR SMOKE RATED WALLS,CEILINGS,AND FLOORS. H. MAXIMUM OF TWO REVIEWS PROVIDED OF COMPLETE SUBMITTAL PACKAGE.ARRANGE FOR ADDITIONAL REVIEWS BLACK-LINE DRAWINGS CREATED FROM CAD FILES IN VERSION/RELEASE EQUAL TO CONTRACT DRAWINGS.SUBMIT WHEN THESE ASSEMBLIES ARE PENETRATED,SEAL AROUND PIPING,DUCTWORK AND EQUIPMENT WITH APPROVED COMPLETE FIRE SUPPRESSION SYSTEM FOR THIS PROJECT. AND/OR EARLY REVIEW OF LONG-LEAD ITEM;BEAR COSTS OF ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES. CAD DISK AND DRAWINGS UPON SUBSTANTIAL COMPLETION. FIRESTOPPING MATERIAL. INSTALL FIRESTOPPING MATERIAL COMPLETE AS DIRECTED BY MANUFACTURER'S B. ALTERNATES TO THIS DOCUMENT MAY BE OFFERED AS A SEPARATE PROPOSAL. INCOMPLETE SUBMITTAL PACKAGES/SUBMITTALS WILL BE RETURNED TO CONTRACTOR WITHOUT REVIEW. 4. INVERT ELEVATIONS AND DIMENSIONED LOCATIONS FOR WATER SERVICES AND DRAINAGE PIPING BELOW GRADE INSTALLATION INSTRUCTIONS. MEET REQUIREMENTS OF ASTM INTERNATIONAL E814,STANDARD TEST METHOD FOR ' 1.03DESIGN-BUILD DESIGN APPROACH I. RESUBMISSION REQUIREMENTS: MAKE CORRECTIONS OR CHANGES IN SUBMITTALS AS REQUIRED,AND IN EXTENDING TO 5-FEET OUTSIDE BUILDING LINE. FIRE TESTS OF THROUGH-PENETRATION FIRE STOPS. A. USE THIS SPECIFICATION AS A GUIDE FOR DESIGN/ENGINEERING REQUIREMENTS,WORKMANSHIP AND MATERIALS OR CONSIDERATION OF ENGINEER'S COMMENTS. IDENTIFY ENGINEER'S COMMENTS AND PROVIDE AN INDIVIDUAL RESPONSE 5. RECORD DRAWINGS TO INCLUDE SITE INFORMATION OR REFERENCE SITE INFORMATION FOR COMPLETE F. PIPE INSTALLATION: CONSTRUCTION.UTILIZE DESIGN-BUILD CONCEPT THROUGHOUT CONSTRUCTION PHASE OF PROJECT. TO EACH OF THE ENGINEER'S COMMENTS.CLOUD CHANGES IN THE SUBMITTALS AND FURTHER IDENTIFY CHANGES UNDERSTANDING OF THE FIRE PROTECTION SYSTEM BETWEEN THE BUILDING AND THE POINT OF CONNECTION TO 1. PROVIDE INSTALLATION OF PIPING SYSTEMS COORDINATED TO ACCOUNT FOR EXPANSION AND CONTRACTION OF B. INVESTIGATE AND BE APPRISED OF APPLICABLE CODES, RULES,AND REGULATIONS AS ENFORCED BY AHJ. WHICH ARE IN RESPONSE TO ENGINEER'S COMMENTS. THE WATER SUPPLY AND LOCATION OF FLOW TEST PRESSURE HYDRANTS. PIPING MATERIALS AND BUILDING AS WELL AS ANTICIPATED SETTLEMENT OR SHRINKAGE OF BUILDING.INSTALL C. VISIT THE SITE OF THE PROPOSED CONSTRUCTION.VERIFY AND INSPECT THE EXISTING SITE TO DETERMINE CONDITIONS J. STRUCTURAL/SEISMIC: PROVIDE WEIGHTS,DIMENSIONS, MOUNTING REQUIREMENTS AND LIKE INFORMATION REQUIRED 6. SEE DIVISION 21,FIRE SUPPRESSION INDIVIDUAL SECTIONS FOR ADDITIONAL ITEMS TO INCLUDE IN RECORD WORK TO PREVENT DAMAGE TO PIPING,EQUIPMENT,AND BUILDING AND ITS CONTENTS. PROVIDE PIPING OFFSETS, • THAT AFFECT THIS WORK. FOR MOUNTING,SEISMIC BRACING,AND SUPPORT. INDICATE MANUFACTURER'S INSTALLATION AND SUPPORT DRAWINGS. LOOPS,EXPANSION JOINTS,SLEEVES,ANCHORS OR OTHER MEANS TO CONTROL PIPE MOVEMENT AND MINIMIZE \ 1.04DESIGN-BUILD DESIGN CRITERIA/CALCULATIONS 0REQUIREMENTS TO MEET ASCE 7-10 REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS.PROVIDE ENGINEERED S. CALCULATIONS:SUBMIT HYDRAULIC AND SWAY BRACE AND THE LIKE CALCULATIONS. FORCES ON PIPING.VERIFY ANTICIPATED SETTLEMENT AND/OR SHRINKAGE OF BUILDING WITH PROJECT J .- SEISMIC DRAWINGS AND EQUIPMENT SEISMIC CERTIFICATION. EQUIPMENT IMPORTANCE FACTOR AS SPECIFIED IN 1. HYDRAULIC CALCULATIONS: STRUCTURAL ENGINEER.VERIFY CONSTRUCTION PHASING,TYPE OF BUILDING CONSTRUCTION PRODUCTS AND A. RELATED WORK SPECIFIED ELSEWHERE: DIVISION 01 AND IN STRUCTURAL DOCUMENTS. RATING COORDINATING INSTALLATION OF PIPING SYSTEMS. 0 -I- a. INCLUDE FRICTION LOSSES BETWEEN THE HYDRAULICALLY MOST REMOTE DESIGN AREA AND THE HYDRANT FLOW 1. CONTENTS OF SECTION APPLY TO DIVISION 21,FIRE SUPPRESSION SPECIFICATIONS. K. TRADE COORDINATION: INCLUDE PHYSICAL CHARACTERISTICS, ELECTRICAL CHARACTERISTICS, DEVICE LAYOUT PLANS, TEST PRESSURE HYDRANT. 2. INCLUDE PROVISIONS FOR SERVICING AND REMOVAL OF EQUIPMENT WITHOUT DISMANTLING PIPING. L- 2. REQUIREMENTS OF SECTION ARE A MINIMUM FOR DIVISION 21, FIRE SUPPRESSION SECTIONS,UNLESS OTHERWISE WIRING DIAGRAMS,AND CONNECTIONS AS REQUIRED PER DIVISION 21, FIRE SUPPRESSION COORDINATION DOCUMENTS. b. HYDRAULIC CALCULATIONS TO BE PERFORMED ON A NATIONALLY RECOGNIZED FIRE SPRINKLER HYDRAULIC G. PLENUMS:PROVIDE PLENUM RATED MATERIALS THAT MEET THE REQUIREMENTS TO BE INSTALLED IN PLENUMS. STATED IN EACH SECTION,IN WHICH CASE THAT SECTION'S REQUIREMENTS TAKE PRECEDENCE. FOR EQUIPMENT WITH ELECTRICAL CONNECTIONS,FURNISH COPY OF APPROVED SUBMITTAL FOR INCLUSION IN DIVISION CALCULATION COMPUTER PROGRAM,WITH COVER SHEETS IN THE FORMAT REQUIRED BY THE LATEST EDITION OF IMMEDIATELY NOTIFY ARCHITECT/ENGINEER OF DISCREPANCY. C QJ B. FIRE SUPPRESSION DESIGN CRITERIA: REFER TO INDIVIDUAL DIVISION 21, FIRE SUPPRESSION SECTIONS FOR FIRE 26, ELECTRICAL AND DIVISION 28, ELECTRONIC SAFETY SUBMITTALS. NFPA 13. HYDRAULIC CALCULATIONS PERFORMED"BY HAND"OR NOT ON A NATIONALLY RECOGNIZED FIRE 3.02 SEISMIC CONTROL SUPPRESSION SYSTEM DESIGN CRITERIA. L. MAKE PROVISIONS FOR OPENINGS IN BUILDING FOR ADMITTANCE OF EQUIPMENT PRIOR TO START OF CONSTRUCTION SPRINKLER HYDRAULIC CALCULATIONS COMPUTER PROGRAM WILL BE RETURNED WITHOUT REVIEW BY ENGINEER. A. CONFIRM SEISMIC CONTROL REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,STRUCTURAL DOCUMENTS,AND O C. FIRE SUPPRESSION EQUIPMENT:REFER TO INDIVIDUAL DIVISION 21, FIRE SUPPRESSION SECTIONS FOR FIRE OR ORDERING OF EQUIPMENT. c. PROVIDE ONE OR MORE HYDRAULIC CALCULATIONS FOR EACH HYDRAULICALLY MOST REMOTE AREA. INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS. E ^v^`/ SUPPRESSION EQUIPMENT REQUIREMENTS. M. SUBSTITUTIONS AND VARIATION FROM BASIS OF DESIGN: d. WHERE IT IS NOT OBVIOUS WHICH AREA IS MOST HYDRAULICALLY REMOTE,PERFORM AND SUBMIT FOR REVIEW B. PROVIDE FIRE SUPPRESSION EQUIPMENT AND PIPING, BOTH HANGING AND BASE MOUNTED,WITH MOUNTING 0 0 1.05SECTION INCLUDES 1. THE BASIS OF DESIGN DESIGNATED PRODUCT ESTABLISHES THE QUALITIES AND CHARACTERISTICS FOR THE ADDITIONAL HYDRAULIC CALCULATIONS PROVING THE HYDRAULICALLY MOST REMOTE AREA. CONNECTION POINTS OF SUFFICIENT STRENGTH TO RESIST LATERAL SEISMIC FORCES EQUAL TO LATERAL SEISMIC imiiiiiiim 0 A. WORK INCLUDED IN 21 00 00, FIRE SUPPRESSION BASIC REQUIREMENTS APPLIES TO DIVISION 21,FIRE SUPPRESSION EVALUATION OF ANY COMPARABLE PRODUCTS BY OTHER LISTED ACCEPTABLE MANUFACTURERS IF INCLUDED IN THIS e. FOR GRID SYSTEMS, EITHER PROVIDE"PEAKED"HYDRAULIC CALCULATIONS,OR PROVIDE TWO ADDITIONAL SETS FORCES AS DETERMINED BY BUILDING CODE AND NFPA 13 CALCULATIONS,WHICHEVER IS MORE DEMANDING. O L- WORK TO PROVIDE MATERIALS, LABOR,TOOLS, PERMITS, INCIDENTALS,AND OTHER SERVICES TO PROVIDE AND MAKE SPECIFICATION OR INCLUDED IN AN APPROVED SUBSTITUTION REQUEST AS JUDGED BY THE DESIGN PROFESSIONAL. OF HYDRAULIC CALCULATIONS FOR EACH HYDRAULICALLY MOST REMOTE AREA. C. SEE STRUCTURAL DRAWINGS FOR SEISMIC DESIGN CRITERIA FOR SWAY BRACING AND SEISMIC RESTRAINT. ... Cl_EADY FOR OWNER'S USE OF FIRE PROTECTION SYSTEMS FOR PROPOSED PROJECT. 2. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT/PRODUCTS ARE BEING PROPOSED, IT IS THE RESPONSIBILITY OF f. INCLUDE PRESSURE LOSSES BETWEEN THE HIGHEST SPRINKLER AND THE ELEVATION OF THE PRESSURE GAUGE L PARTIES CONCERNED, INVOLVED IN,AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO VERIFY D. EARTHQUAKE RESISTANT DESIGNS FOR FIRE PROTECTION(DIVISION 21)EQUIPMENT AND DISTRIBUTION,I.E.FIRE B. CONTRACT DOCUMENTS INCLUDE,BUT ARE NOT LIMITED TO,SPECIFICATIONS INCLUDING DIVISION 00, PROCUREMENT MONITOR HYDRANT OF THE FLOW TEST. SPRINKLER SYSTEMS, FIRE STANDPIPE SYSTEMS,FIRE PUMPS,FIRE PUMP CONTROLLERS, FIRE TANKS,CLEAN AGENT 0 0 0 AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,DRAWINGS,ADDENDA, AND COMPARE THE CHARACTERISTICS AND REQUIREMENTS OF THAT FURNISHED TO THAT SPECIFIED AND/OR OWNER/ARCHITECT AGREEMENT,AND OWNER/CONTRACTOR AGREEMENT.CONFIRM REQUIREMENTS BEFORE SHOWN. IF GREATER CAPACITY AND/OR MORE MATERIALS AND/OR MORE LABOR IS REQUIRED FOR THE ROUGH-IN, g. INCLUDEFRICTION LOSS FOR FLEXIBLE BRANCH LINE CONNECTORS PER MANUFACTURER'S SCHEDULE OF FIRE SUPPRESSION SYSTEMS,ETC.TO CONFORM TO REGULATIONS OF JURISDICTION HAVING AUTHORITY. } EQUIVALENT FEET FOR DEVICE LENGTH,MAXIMUM NUMBER OF BENDS AND EXPECTED RADIUS OF BENDS. E. RESTRAINTS WHICH ARE USED TO PREVENT DISRUPTION OF FUNCTION OF PIECE OF EQUIPMENT BECAUSE OF 0) COMMENCEMENT OF WORK. CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR,THEN PROVIDE COMPENSATION h. WHEN FLEXIBLE SPRINKLER HOSE FITTINGS ARE ADDED TO AN EXISTING SYSTEM,PROVIDE HYDRAULIC APPLICATION OF HORIZONTAL FORCE TO BE SUCH THAT FORCES ARE CARRIED TO FRAME OF STRUCTURE IN SUCH A I- FOR ADDITIONAL CHARGES REQUIRED FOR THE PROPER ROUGH-IN,CIRCUITRY AND CONNECTIONS FOR THE CALCULATIONS VERIFYING THE DESIGN FLOW RATE WILL BE ACHIEVED." �3// C. DEFINITIONS: EQUIPMENT BEING FURNISHED. NO ADDITIONAL CHARGES ABOVE THE BASE BID,INCLUDING RESULTING CHARGES WAY THAT FRAME WILL NOT BE DEFLECTED WHEN APPARATUS IS ATTACHED TO A MOUNTING BASE AND EQUIPMENT PAD, 1. PROVIDE:TO FURNISH AND INSTALL,COMPLETE AND READY FOR INTENDED USE. i. FOR FUTURE TENANT IMPROVEMENT SPACES:INCLUDE IN HYDRAULIC CALCULATIONS FRICTION LOSS OR TO STRUCTURE IN NORMAL WAY,UTILIZING ATTACHMENTS PROVIDED.SECURE EQUIPMENT AND DISTRIBUTION CO FOR WORK PERFORMED UNDER OTHER DIVISIONS,WILL BE ALLOWED FOR SUCH REVISIONS.COORDINATE WITH THE VI) Cy (�� 2. FURNISH:SUPPLY AND DELIVER TO PROJECT SITE,READY FOR UNPACKING,ASSEMBLY AND INSTALLATION. REQUIREMENTS OF"SUBMITTALS".FOR ANY PRODUCT MARKED"OR APPROVED EQUIVALENT",A SUBSTITUTION ALLOWANCES FOR FUTURE INSTALLATION OF FLEXIBLE SPRINKLER HEAD CONNECTORS SO THAT FLEXIBLE SYSTEMS TO WITHSTAND A FORCE IN DIRECTION EQUAL TO VALUE DEFINED BY JURISDICTION HAVING AUTHORITY. a) W 3. INSTALL:INCLUDES UNLOADING,UNPACKING,ASSEMBLING,ERECTING,INSTALLATION,APPLYING,FINISHING, REQUEST MUST BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO PURCHASE,DELIVERY OR INSTALLATION. CONNECTORS MAY BE INSTALLED IN THE FUTURE WITHOUT REVISIONS TO THE OVERHEAD SYSTEM. F. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED ENGINEER OF SEISMIC BRACING AND SEISMIC MOVEMENT PROTECTING,CLEANING AND SIMILAR OPERATIONS AT PROJECT SITE AS REQUIRED TO COMPLETE ITEM OF WORK N. SHOP DRAWINGS: 2. SWAY BRACE CALCULATIONS: ASSEMBLIES FOR PIPING,EQUIPMENT,TANKS,PUMPS CONTROLLERS AND THE LIKE.SUBMIT SHOP DRAWINGS ALONG 0 '� E FURNISHED. 1. PROVIDE COORDINATED SHOP DRAWINGS WHICH INCLUDE PHYSICAL CHARACTERISTICS OF ALL SYSTEMS, a. SWAY BRACE CALCULATIONS UTILIZING A PROPRIETARY COMPUTER CALCULATION PROGRAM ONLY USED FOR THE WITH EQUIPMENT SUBMITTALS. 4. APPROVED OR APPROVED EQUIVALENT:TO POSSESS THE SAME PERFORMANCE QUALITIES AND CHARACTERISTICS SWAY BRACE COMPONENTS SUPPORTED BY THAT MANUFACTURER. FOR EXAMPLE,ONLY"MANUFACTURER G. PROVIDE STAMPED SHOP DRAWINGS FROM LICENSED ENGINEER OF SEISMIC FLEXIBLE JOINTS FOR PIPING AND S.. EQUIPMENT AND PIPING LAYOUT,PIPE LAYOUT,HANGER LAYOUT,SWAY BRACE LAYOUT,SEISMIC RESTRAINTS,SWAY � AND FULFILL THE UTILITARIAN FUNCTION WITHOUT ANY DECREASE IN QUALITY,DURABILITY OR LONGEVITY.FOR BRACE CALCULATIONS,DRAINS,LOCATION OF DRAIN DISCHARGE,RISERS,VALVES,DETAILS,WATER TEST X"SWAY BRACE COMPONENTS,AND NOT THOSE OF ANOTHER MANUFACTURER,MAY BE CALCULATED ON CROSSING BUILDING EXPANSION OR SEISMIC JOINTS.SUBMIT SHOP DRAWINGS ALONG WITH SEISMIC BRACING DETAILS. 4 > -1- EQUIPMENT/PRODUCTS DEFINED BY THE CONTRACTOR AS"EQUIVALENT,"SUBSTITUTION REQUESTS MUST BE INFORMATION,PHYSICAL DEVICE LAYOUT PLANS,AND CONTROL WIRING DIAGRAMS.REFERENCE INDIVIDUAL DIVISION A"MANUFACTURER X"SWAY BRACE COMPUTER CALCULATION PROGRAM. H. PROVIDE DETAILS OF FLEXIBLE DROPS FOR SPRINKLERS IN CONFORMANCE WITH BUILDING CODE AND ASCE 7 (3 SUBMITTED TO ENGINEER FOR CONSIDERATION,IN ACCORDANCE WITH DIVISION 01,GENERAL REQUIREMENTS,AND 21,FIRE SUPPRESSION SECTIONS FOR ADDITIONAL REQUIREMENTS FOR SHOP DRAWINGS OUTSIDE OF THESE b. PROVIDE SEISMIC CALCULATIONS FOR ANY SWAY BRACE TO BE ATTACHED TO ANY I-JOIST,STRUCTURAL REQUIREMENTS OF CEILINGS.COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SPECIFICATIONS. C APPROVED BY THE ENGINEER PRIOR TO SUBMITTING BIDS FOR SUBSTITUTED ITEM. REQUIREMENTS. INSULATED PANELS(SIPS), CROSS LAMINATED TIMBER,AND SIMILAR ENGINEERED STRUCTURAL PRODUCTS I. PIPING:PER NFPA 13,ASCE-7 AND LOCAL REQUIREMENTS. 0 5. AUTHORITY HAVING JURISDICTION(AHJ):INDICATES REVIEWING AUTHORITIES,INCLUDING LOCAL FIRE MARSHAL, ACCORDING TO THE SPECIFICATIONS OF THE I-JOIST MANUFACTURER. 2. SHOP DRAWINGS AND HYDRAULICS CALCULATIONS,SWAY BRACE CALCULATIONS,TRAPEZE HANGER CALCULATIONS, J. EQUIPMENT: OWNER'S INSURANCE UNDERWRITER,OWNER'S AUTHORIZED REPRESENTATIVE,AND OTHER REVIEWING ENTITY AND THE LIKE,TO BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF A PROFESSIONAL ENGINEER 1.09QUALITY ASSURANCE :3: :0?): WHOSE APPROVAL IS REQUIRED TO OBTAIN SYSTEMS ACCEPTANCE. 1. PER"SEISMIC RESTRAINTS MANUAL GUIDELINES FOR MECHANICAL SYSTEMS"LATEST EDITION PUBLISHED BY COMPETENT TO DO SUCH WORK AND LICENSED IN THE STATE OF OREGON.DRAWINGS AND CALCULATIONS TO BEAR A. REGULATORY REQUIREMENTS:WORK AND MATERIALS INSTALLED TO CONFORM WITH ALL LOCAL,STATE AND FEDERAL SMACNA,ASCE 7 AND LOCAL REQUIREMENTS. 7) 1.06RELATED SECTIONS THE SEAL AND WET SIGNATURE OF THE PROFESSIONAL ENGINEER. CODES,AND OTHER APPLICABLE LAWS AND REGULATIONS.WHERE CODE REQUIREMENTS ARE AT VARIANCE WITH 0 z C A. CONTENT OF SECTION APPLIES TO DIVISION 21,FIRE SUPPRESSION CONTRACT DOCUMENTS. 3. PROVIDE SHOP DRAWINGS WHICH INDICATE INFORMATION REQUIRED BY NFPA 13.INCLUDE ROOM NAMES AND FIRE CONTRACT DOCUMENTS,MEET CODE REQUIREMENTS AS A MINIMUM REQUIREMENT AND INCLUDE COSTS NECESSARY 2. PROVIDE MEANS TO PROHIBIT EXCESSIVE MOTION OF FIRE PROTECTION EQUIPMENT DURING AN EARTHQUAKE. tt � B. RELATED WORK: SPRINKLER OCCUPANCY HAZARD CLASSIFICATIONS. TO MEET THESE IN CONTRACT.MACHINERY AND EQUIPMENT ARE TO COMPLY WITH OSHA REQUIREMENTS,AS 3.03 REVIEW AND OBSERVATION v - 1. ADDITIONAL CONDITIONS APPLY TO THIS DIVISION INCLUDING,BUT NOT LIMITED TO: 4. PROVIDE SHOP DRAWINGS ILLUSTRATING INFORMATION FOR HYDRAULIC INFORMATION SIGN FOR EACH HYDRAULIC CURRENTLY REVISED AND INTERPRETED FOR EQUIPMENT MANUFACTURER REQUIREMENTS.INSTALL EQUIPMENT A. CONFIRM REVIEW AND OBSERVATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING 0 Elm. ',"1_ a. SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, REMOTE AREA CALCULATED. PROVIDED PER MANUFACTURER RECOMMENDATIONS. REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC 0 GENERAL REQUIREMENTS. 5. UTILIZING THE REFLECTED CEILING BACKGROUNDS,PROVIDE SHOP DRAWINGS ILLUSTRATING LOCATIONS OF FIRE B. WHENEVER THIS SPECIFICATION CALLS FOR MATERIAL,WORKMANSHIP,ARRANGEMENT OR CONSTRUCTION OF HIGHER REQUIREMENTS AND INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS. 0 b. DRAWINGS SPRINKLERS AND PIPING. QUALITY AND/OR CAPACITY THAN THAT REQUIRED BY GOVERNING CODES,HIGHER QUALITY AND/OR CAPACITY TAKE B. NOTIFY ARCHITECT,IN WRITING,AT FOLLOWING STAGES OF CONSTRUCTION SO THAT THEY MAY,AT THEIR OPTION,VISIT I ID 2 c. ADDENDA 6. UTILIZING THE STRUCTURAL BACKGROUNDS,PROVIDE SHOP DRAWINGS ILLUSTRATING LOCATIONS AND TYPES OF PRECEDENCE. SITE FOR REVIEW AND CONSTRUCTION OBSERVATION: � t d. OWNER/ARCHITECT AGREEMENT HANGERS AND SWAY BRACES. C. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC AND REFLECT THE BASIS OF DESIGN MANUFACTURER'S EQUIPMENT. 1. UNDERGROUND PIPING INSTALLATION PRIOR TO BACKFILLING. /� V 7. PROVIDE SHOP DRAWINGS ILLUSTRATING EACH TYPE OF HANGER,INCLUDING FASTENERS TO STRUCTURE. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT DIMENSIONS,OR DETAILS OF EQUIPMENT OR PROPOSED 2. PRIOR TO COVERING WALLS. � ) o , e. OWNER/CONTRACTOR AGREEMENT SYSTEMS LAYOUT.VERIFY ACTUAL DIMENSIONS OF SYSTEMS(I.E.,PIPING)AND EQUIPMENT PROPOSED TO ASSURE THAT 3. PRIOR TO CEILING COVER/INSTALLATION. �/ 8. PROVIDE SHOP DRAWINGS ILLUSTRATING EACH TYPE OF BRANCHLINE RESTRAINT AND SWAY BRACE,INCLUDING L- f. CODES,STANDARDS,PUBLIC ORDINANCES AND PERMITS SYSTEMS AND EQUIPMENT WILL FIT IN AVAILABLE SPACE.CONTRACTOR IS RESPONSIBLE FOR DESIGN AND CD LENGTH OF SWAY BRACE MEMBER,SWAY BRACE FITTINGS,MINIMUM AND MAXIMUM ANGLES FROM VERTICAL OF 4. WHEN MAIN SYSTEMS,OR PORTIONS OF,ARE BEING TESTED AND READY FOR INSPECTION BY AHJ. 0 01) CD 1.07REFERENCES AND STANDARDS SWAY BRACE MEMBER,METHOD OF ATTACHMENT TO STRUCTURE,SIZE,LENGTH AND EMBEDMENT OF ATTACHMENT CONSTRUCTION COSTS INCURRED FOR EQUIPMENT OTHER THAN BASIS OF DESIGN,INCLUDING,BUT NOT LIMITED TO, 5. WHEN MAINS OR BRANCHLINES ARE TO BE PERMANENTLY CONCEALED BY CONSTRUCTION OR INSULATION SYSTEMS. 0 A. REFERENCES AND STANDARDS PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, TO STRUCTURE AND SIZE AND TYPE OF STRUCTURAL MEMBER TO WHICH SWAY BRACE WILL BE ATTACHED.NUMBER ARCHITECTURAL,STRUCTURAL,ELECTRICAL,HVAC,FIRE SPRINKLER,AND PLUMBING SYSTEMS. N GENERAL REQUIREMENTS,INDIVIDUAL DIVISION 211 FIRE SUPPRESSION SECTIONS AND THOSE LISTED IN THIS SECTION. EACH TYPE OF RESTRAINT AND SWAY BRACE. INDICATE ON DRAWINGS LOCATIONS OF EACH TYPE OF NUMBERED6. WHEN FIRE SUPPRESSION SYSTEMS,OR PORTIONS OF,ARE BEING TESTED AND READY FOR INSPECTION BY AHJ. •ono=D. MANUFACTURER'S INSTRUCTIONS:FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS.IF IN CONFLICT WITH CONTRACT ....0 B. CODES TO INCLUDE LATEST ADOPTED EDITIONS,INCLUDING CURRENT AMENDMENTS,SUPPLEMENTS AND LOCAL RESTRAINT AND SWAY BRACE. DOCUMENTS,OBTAIN CLARIFICATION.NOTIFY ENGINEER/ARCHITECT,IN WRITING,BEFORE STARTING WORK. C. BEAR RESPONSIBILITY AND COST TO MAKE PIPING ACCESSIBLE,TO EXPOSE CONCEALED LINES,OR TO DEMONSTRATE JURISDICTION REQUIREMENTS IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS,OF/FROM: 9. PROVIDE DETAILS FOR ANY HANGER,ATTACHMENT,OR SWAY BRACE TO BE ATTACHED TO ANY I-JOIST,STRUCTURAL E. ITEMS SHOWN ON DRAWINGS ARE NOT NECESSARILY INCLUDED IN SPECIFICATIONS OR VICE VERSA.CONFIRM ACCEPTABILITY OF THE SYSTEM.IF CONTRACTOR FAILS TO NOTIFY ARCHITECT AT TIMES PRESCRIBED ABOVE,COSTS INSULATED PANELS(SIPS),CROSS LAMINATED TIMBER,AND SIMILAR ENGINEERED STRUCTURAL PRODUCTS REQUIREMENTS IN ALL CONTRACT DOCUMENTS. INCURRED BY REMOVAL OF SUCH WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR. 1. STATE OF OREGON: D. FINAL PUNCH:COSTS INCURRED BY ADDITIONAL TRIPS REQUIRED DUE TO INCOMPLETE SYSTEMS WILL BE THE PROJECT NO. a. OAR-OREGON ADMINISTRATIVE RULES ACCORDING TO THE SPECIFICATIONS OF THE ENGINEERED PRODUCT MANUFACTURER. F. PROVIDE PRODUCTS THAT ARE UL LISTED. RESPONSIBILITY OF THE CONTRACTOR. b. OESC OREGON ELECTRICAL SPECIALTY CODE 10. PROVIDE SHOP DRAWINGS ILLUSTRATING INFORMATION FOR SPRINKLER SYSTEM GENERAL INFORMATION SIGN. G. PIPING INSULATION PRODUCTS TO CONTAIN LESS THAN 0.1 PERCENT BY WEIGHT PBDE IN ALL INSULATING MATERIALS. 3.04 CUTTING AND PATCHING 19-123.1 c. OFC-OREGON FIRE CODE 11.SHOP DRAWINGS TO INCLUDE A CROSS-SECTIONAL VIEW THAT SHOWS THE SPRINKLER HEADS AND PIPING IN 1.10WARRANTY RELATION TO THE BUILDING'S ARCHITECTURAL AND STRUCTURAL INFORMATION.VIEW TO BE CHOSEN BASED ON A A. CONFIRM CUTTING AND PATCHING REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS.IN ABSENCE OF SPECIFIC DRAWN BY : d. OMSC-OREGON MECHANICAL SPECIALTY CODE A. PROVIDE WRITTEN WARRANTY COVERING THE WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 21, FIRE SUPPRESSION SECTIONS AND THE FOLLOWING: LOCATION THAT WILL DISPLAY THE MOST INFORMATION. COMPLETION IN ACCORDANCE WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, e. OPSC-OREGON PLUMBING SPECIALTY CODE 12. WHEN REQUIRED, PROVIDE COORDINATION DRAWINGS. 1. CUTTING AND PATCHING PERFORMED UNDER DIVISION 21, FIRE SUPPRESSION INCLUDES,BUT IS NOT LIMITED TO: ,1V f. OSSC-OREGON STRUCTURAL SPECIALTY CODE GENERAL REQUIREMENTS,SECTION 21 00 00, FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 21, a. CUTTING AND PATCHING OF PLASTER OR PARTITIONS. 13. PROVIDE SHOP DRAWINGS INDICATING ACCESS PANEL LOCATIONS,SIZE AND ELEVATION FOR APPROVAL PRIOR TO FIRE SUPPRESSION SECTIONS. CHECKED BY : g. OZERCC-OREGON ZERO ENERGY READY COMMERCIAL CODE INSTALLATION. B. SECTIONS UNDER THIS DIVISION CAN REQUIRE ADDITIONAL AND/OR EXTENDED WARRANTIES THAT APPLY BEYOND BASIC b. CUTTING AND PATCHING OF FINISHED CEILINGS. C. REFERENCE STANDARDS AND GUIDELINES INCLUDE BUT ARE NOT LIMITED TO THE LATEST ADOPTED EDITIONS FROM: 14. PROVIDE DETAILS OF HANGER,SWAY BRACING AND BRANCH LINE RESTRAINT ATTACHMENTS TO STRUCTURE AND TO WARRANTY UNDER DIVISION 01,GENERAL REQUIREMENTS AND THE GENERAL CONDITIONS.CONFIRM REQUIREMENTS IN 2. PERFORM CUTTING AND PATCHING BY SKILLED CRAFTSMEN IN TRADE OF WORK TO BE PERFORMED.FILL HOLES MO 1. ABA-ARCHITECTURAL BARRIERS ACT PIPING. INCLUDE DETAILS ON THE SIZE AND LOAD CAPACITIES OF FASTENERS. PROVIDE VERIFICATION OF THE ALL CONTRACT DOCUMENTS. WHICH ARE CUT OVERSIZED FOR COMPLETED WORK.MATCH REFINISHED AREAS WITH EXISTING ADJACENT FINISH IN 2. ADA-AMERICANS WITH DISABILITIES ACT STRUCTURAL CAPACITY TO WITHSTAND SEISMIC LOAD. 1.11COORDINATION DOCUMENTS A MANNER ACCEPTABLE TO ARCHITECT. DATE : 3. AHRI-AIR-CONDITIONING HEATING&REFRIGERATION INSTITUTE 15. PROVIDE SWAY BRACING CALCULATIONS ON DRAWINGS SHOWING HORIZONTAL SEISMIC DESIGN LOAD AND A. PRIOR TO CONSTRUCTION,PREPARE AND SUBMIT COORDINATED LAYOUT DRAWINGS(COMPOSITE DRAWINGS),TO 3. WHEN MASONRY TO CONCRETE CONSTRUCTION MUST BE PENETRATED,PROVIDE A STEEL PIPE SLEEVE IN OPENING 11.11.2019 4. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE REQUIREMENTS,WITH INDICATION OF ZONE OF INFLUENCE FOR EACH BRACING LOCATION. COORDINATE INSTALLATION AND LOCATION OF DUCTWORK,GRILLES, DIFFUSERS, PIPING, FIRE SPRINKLERS, FIRE ALARM AND GROUT IN PLACE IN A NEAT MANNER. LEAVE GROUT SURFACE TO MATCH EXISTING FINISH. PROVIDE 5. ASCE-AMERICAN SOCIETY OF CIVIL ENGINEERS 16. PROVIDE A SCHEDULE OF SWAY BRACING TYPE,SIZE,AND DESIGN CRITERIA,INCLUDING LENGTH,ANGLE FROM AND FIRE SUPPRESSION CONTROLLERS,PLUMBING,CABLE TRAYS,LIGHTS,AND ELECTRICAL SERVICES.COMPOSITE ESCUTCHEONS. IF SLEEVES ARE NOT PROVIDED,CORE DRILL PENETRATIONS. REVISION 6. ASCE-7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES VERTICAL,AND LOAD CAPACITIES. DRAWINGS SHOW SERVICES ON SINGLE SHEET.KEY DRAWINGS TO STRUCTURAL COLUMN IDENTIFICATION SYSTEM. 4. LOCATE CONCEALED UTILITIES TO ELIMINATE POSSIBLE SERVICE INTERRUPTION OR DAMAGE. 17.CLEARLY INDICATE THE ELEVATION OF THE HIGHEST SPRINKLER IN RELATION TO THE ELEVATION OF THE FLOW TEST PRIOR TO COMPLETION OF DRAWINGS,COORDINATE PROPOSED INSTALLATION WITH ARCHITECTURAL AND STRUCTURAL 5. ADDITIONAL WORK REQUIRED BY LACK OF PROPER COORDINATION WILL BE PROVIDED AT NO ADDITIONAL COST TO 7. ASHRAE-AMERICAN SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS PRESSURE GAUGE MONITOR HYDRANT. REQUIREMENTS,AND OTHER TRADES(INCLUDING PLUMBING, HVAC,ELECTRICAL,FIRE ALARM CEILING SUSPENSION AND THE OWNER. 8. ASHRAE GUIDELINE 0,THE COMMISSIONING PROCESS 18. PROVIDE DETAILS OF FLEXIBLE SPRINKLER HOSE FITTING PER MANUFACTURER'S SCHEDULE OF EQUIVALENT FEET TILE SYSTEMS, ETC.),AND PROVIDE MAINTENANCE ACCESS REQUIREMENTS.COORDINATE WITH SUBMITTED 6. PROPOSED FLOOR CUTTING/CORE DRILLING/SLEEVE LOCATIONS TO BE APPROVED BY PROJECT STRUCTURAL 9. ASME-AMERICAN SOCIETY OF MECHANICAL ENGINEERS USED IN HYDRAULIC CALCULATIONS,SHOWING DEVICE LENGTH, MAXIMUM NUMBER OF 90-DEGREE BENDS AND ARCHITECTURAL SYSTEMS(I.E. ROOFING,CEILING AND FINISHES)AND STRUCTURAL SYSTEMS AS SUBMITTED,INCLUDING ENGINEER.SUBMIT PROPOSED LOCATIONS TO ARCHITECT/PROJECT STRUCTURAL ENGINEER.WHERE SLABS ARE OF 10.ASPE-AMERICAN SOCIETY OF PLUMBING ENGINEERS EXPECTED RADIUS OF BENDS. FOOTINGS AND FOUNDATION.IDENTIFY ZONE OF INFLUENCE FROM FOOTINGS AND ENSURE SYSTEMS ARE NOT ROUTED POST TENSION CONSTRUCTION, PERFORM X-RAY SCAN OF PROPOSED PENETRATION LOCATIONS AND SUBMIT SCAN 11.ASSE-AMERICAN SOCIETY OF SANITARY ENGINEERING 19. PROVIDE A SCHEDULE OF SIGNAGE TO BE INSTALLED AT EACH FLEXIBLE SPRINKLER HOSE FITTING. WITHIN THE ZONE OF INFLUENCE. UNLESS OTHERWISE REQUIRED BY DIVISION 00, PROCUREMENT AND CONTRACTING RESULTS INCLUDING PROPOSED PENETRATION LOCATIONS TO PROJECT STRUCTURAL ENGINEER/ARCHITECT FOR 12.ASTM-ASTM INTERNATIONAL 20.ON THE DRAWINGS, PROVIDE A LIST OF NUMBER,MODEL,TEMPERATURE,SPRINKLER IDENTIFICATION NUMBER, REQUIREMENTS AND/OR DIVISION 01,GENERAL REQUIREMENTS,DIVISION 23,HVAC TO COMBINE INFORMATION APPROVAL.WHERE SLABS ARE OF WAFFLE TYPE CONSTRUCTION,SHOW COLUMN CAP EXTENT AND CELL LOCATIONS 13.AWWA-AMERICAN WATER WORKS ASSOCIATION MANUFACTURER,ORIFICE, DEFLECTOR TYPE,THERMAL SENSITIVITY AND PRESSURE RATING,QUANTITY OF EACH FURNISHED BY OTHER TRADES ONTO MASTER COORDINATION DOCUMENTS. RELATIVE TO PROPOSED PENETRATION(S). 14.CFR-CODE OF FEDERAL REGULATIONS TYPE TO BE CONTAINED IN THE SPARE SPRINKLER CABINET AND THE ISSUE DATE OR REVISION DATE OF THE LIST." B. PREPARE DRAWINGS AS FOLLOWS: 7. CUTTING,PATCHING AND REPAIRING FOR WORK SPECIFIED IN THIS DIVISION INCLUDING PLASTERING,MASONRY 15. EPA-ENVIRONMENTAL PROTECTION AGENCY 21.SPARE SPRINKLER HEAD CABINET SIZE INDICATING THE NUMBER OF SPARE SPRINKLER HEAD TO BE CONTAINED 1. PROVIDE DRAWINGS IN CAD FORMAT.CAD FORMAT RELEASE EQUAL TO DESIGN DOCUMENTS. DRAWINGS TO BE SAME WORK,CONCRETE WORK,CARPENTRY WORK,AND PAINTING INCLUDED UNDER THIS SECTION WILL BE PERFORMED THEREIN. SHEET SIZE AND SCALE AS CONTRACT DRAWINGS AND INDICATE LOCATION,SIZE AND ELEVATION ABOVE FINISHED BY SKILLED CRAFTSMEN OF EACH RESPECTIVE TRADE IN CONFORMANCE WITH APPROPRIATE DIVISION OF WORK. 16. ETL-ELECTRICAL TESTING LABORATORIES FLOOR OF EQUIPMENT AND DISTRIBUTION SYSTEMS. 8. ADDITIONAL OPENINGS REQUIRED IN BUILDING CONSTRUCTION TO BE MADE BY DRILLING OR CUTTING.USE OF JACK 17. FCC-FEDERAL COMMUNICATIONS COMMISSION O. SAMPLES: PROVIDE SAMPLES WHEN REQUESTED BY INDIVIDUAL SECTIONS. HAMMER IS SPECIFICALLY PROHIBITED.PATCH OPENINGS IN AND THROUGH CONCRETE AND MASONRY WITH GROUT. P. RESUBMISSION REQUIREMENTS: 2. REVIEW AND REVISE,AS NECESSARY,SECTION CUTS IN CONTRACT DRAWINGS AFTER VERIFICATION OF FIELD 18. FM-FM GLOBAL CONDITIONS. 9. RESTORE NEW OR EXISTING WORK THAT IS CUT AND/OR DAMAGED TO ORIGINAL CONDITION.PATCH AND REPAIR 1. MAKE ANY CORRECTIONS OR CHANGE IN SUBMITTALS WHEN REQUIRED. PROVIDE SUBMITTALS AS SPECIFIED.THE SPECIFICALLY WHERE EXISTING ITEMS HAVE BEEN REMOVED.THIS INCLUDES REPAIRING AND PAINTING WALLS, 19. FM GLOBAL-FM GLOBAL APPROVAL GUIDE ENGINEER WILL NOT BE REQUIRED TO EDIT AND/OR INTERPRET THE CONTRACTOR'S SUBMITTALS,INDICATE CHANGES 3. INDICATE FIRE PROTECTION SYSTEM PIPING INCLUDING FITTINGS, HANGERS,ACCESS PANELS,VALVES,AND BOTTOM 20.IAPMO-INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALOF PIPE ELEVATIONS ABOVE FINISHED FLOOR. CEILINGS,ETC.WHERE EXISTING CONDUIT AND DEVICES ARE REMOVED AS PART OF THIS PROJECT.WHERE FOR THE RESUBMITTAL IN A COVER LETTER WITH REFERENCE TO PAGE(S)CHANGED AND REFERENCE RESPONSE TO ALTERATIONS DISTURB LAWNS,LANDSCAPING,PAVING,AND WALKS,SURFACES TO BE REPAIRED,REFINISHED AND 21.ICC-INTERNATIONAL CODE COUNCILCOMMENT.CLEARLY INDICATE CHANGES ON DRAWINGS AND CLOUD CHANGES IN THE SUBMITTALS. 4. INDICATE INVERTS AND PROVISION FOR PIPING THAT MUST BE GRADED TO HAVE RIGHT-OF-WAY OVER MORE LEFT IN CONDITION MATCHING EXISTING PRIOR TO COMMENCEMENT OF WORK. 22.IEC-INTERNATIONAL ELECTROTECHNICAL COMMISSION 2. RESUBMIT FOR REVIEW UNTIL REVIEW INDICATES NO EXCEPTIONS TAKEN OR MAKE"CORRECTIONS AS NOTED". FLEXIBLE ITEM.DRAWINGS ALSO TO INDICATE PROPOSED CEILING GRID AND LIGHTING LAYOUT AS SHOWN ON 23.!CC ESR-INTERNATIONAL CODE COUNCIL EVALUATION SERVICE REPORTS ELECTRICAL DRAWINGS,ARCHITECTURAL REFLECTED CEILING DRAWINGS AND HVAC EQUIPMENT,DUCTWORK AND 10. REPAIR MUTILATION OF BUILDING AROUND PIPES,EQUIPMENT,HANGERS,AND BRACES. Q. OPERATION AND MAINTENANCE MANUALS/OWNER'S INSTRUCTIONS: PIPING.DRAWINGS TO INDICATE PROPOSED AND IDENTIFIED STRUCTURAL MEMBERS TO WHICH HANGERS AND SWAY 3.05 EQUIPMENT SELECTION AND SERVICEABILITY 24.HI-HYDRAULIC INSTITUTE STANDARDS 1. SUBMIT,AT ONE TIME,ELECTRONIC FILES(PDF FORMAT)OF MANUFACTURER'S OPERATION AND MAINTENANCE BRACES WILL BE ATTACHED AS SHOWN ON STRUCTURAL DRAWINGS. A. REPLACE OR REPOSITION EQUIPMENT WHICH IS TOO LARGE OR LOCATED INCORRECTLY TO PERMIT SERVICING AT NO 25.ISO-INTERNATIONAL ORGANIZATION FOR STANDARDIZATION INSTRUCTION MANUALS AND PARTS LISTS FOR EQUIPMENT OR ITEM REQUIRING SERVICING. INCLUDE VALVE CHARTS. 5. INCORPORATE ADDENDA ITEM AND CHANGE ORDERS. ADDITIONAL COST TO OWNER. 26.MSS-MANUFACTURERS STANDARDIZATION SOCIETY SUBMIT DATA WHEN WORK IS SUBSTANTIALLY COMPLETE AND IN SAME ORDER FORMAT AS SUBMITTALS.INCLUDE 6. PROVIDE ADDITIONAL COORDINATION AS REQUESTED BY OTHER TRADES. 3.06 DELIVERY,STORAGE AND HANDLING 27.NEC-NATIONAL ELECTRIC CODE NAME AND LOCATION OF SOURCE PARTS AND SERVICE FOR EACH PIECE OF EQUIPMENT. C. ADVISE ARCHITECT IN EVENT CONFLICT OCCURS IN LOCATION OR CONNECTION OF EQUIPMENT.BEAR COSTS RESULTING A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 28.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION a. INCLUDE COPIES OF CERTIFICATES OF CODE AUTHORITY ACCEPTANCE,CODE-REQUIRED ACCEPTANCE TESTS; FROM FAILURE TO PROPERLY COORDINATE INSTALLATION OR FAILURE TO ADVISE ARCHITECT OF CONFLICT. REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 21,FIRE SUPPRESSION 29.NFPA-NATIONAL FIRE PROTECTION ASSOCIATION: TEST REPORTS AND CERTIFICATES. b. INCLUDE WARRANTY PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, D. VERIFY IN FIELD EXACT SIZE,LOCATION,INVERT,AND CLEARANCES REGARDING EXISTING MATERIAL,EQUIPMENT AND SECTIONS AND THE FOLLOWING: a. NFPA 13-STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS APPARATUS,AND ADVISE ARCHITECT OF DISCREPANCIES BETWEEN THAT INDICATED ON DRAWINGS AND THAT EXISTING 1. HANDLE MATERIALS DELIVERED TO PROJECT SITE WITH CARE TO AVOID DAMAGE AND DETERIORATION.STORE b. NFPA 25-STANDARD FOR INSPECTION,TESTING,AND MAINTENANCE OF WATER-BASED FIRE PROTECTION GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL IN FIELD PRIOR TO INSTALLATION RELATED THERETO. MATERIALS IN ORIGINAL CONTAINERS WHICH IDENTIFY MANUFACTURER,NAME,BRAND AND MODEL NUMBERS ON SITE SECTIONS. E. SUBMIT FINAL COORDINATION DRAWINGS WITH CHANGES AS RECORD DRAWINGS AT COMPLETION OF PROJECT. INSIDE BUILDING OR PROTECTED FROM WEATHER,SUN,DIRT AND CONSTRUCTION DUST.INSULATION AND LINING c. CATALOG DESCRIPTION OF EACH ITEM OF EQUIPMENT ACTUALLY INSTALLED ON JOB. c. NFPA 70-NATIONAL ELECTRICAL CODE PART 2-PRODUCTS THAT BECOMES WET FROM IMPROPER STORAGE AND HANDLING TO BE REPLACED BEFORE INSTALLATION.PRODUCTS d. NFPA 72-NATIONAL FIRE ALARM AND SIGNALING CODE d. INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF FIRE SUPPRESSION SYSTEMS COMPOSED OF OPERATING AND/OR MATERIALS THAT BECOME DAMAGED DUE TO WATER,DIRT AND/OR DUST AS A RESULT OF IMPROPER 30.NRCA-NATIONAL ROOFING CONTRACTORS ASSOCIATION INSTRUCTIONS,MAINTENANCE INSTRUCTIONS AND MANUFACTURER'S LITERATURE AS FOLLOWS: 2.01 MANUFACTURERS STORAGE TO BE REPLACED BEFORE INSTALLATION. 31.NSF-NATIONAL SANITATION FOUNDATION 1) TESTING AND MAINTENANCE SCHEDULE CHART:PROVIDE AN 8-1/2-BY 11-INCH TYPEWRITTEN LIST OF EACH A. ARTICLES,FIXTURES,AND EQUIPMENT OF A KIND TO BE STANDARD PRODUCT OF ONE MANUFACTURER,INCLUDING BUT 2. PROTECT EQUIPMENT AND PIPE TO AVOID DAMAGE.CLOSE PIPE OPENINGS WITH CAPS OR PLUGS.KEEP MOTORS AND ITEM OF INSTALLED EQUIPMENT REQUIRING TESTING INSPECTION,LUBRICATION OR SERVICE,DESCRIBING AND NOT LIMITED TO SPRINKLER HEADS,PIPE,FITTINGS,HANGERS AND BRACING MATERIALS. BEARINGS IN WATERTIGHT AND DUSTPROOF COVERS DURING ENTIRE COURSE OF INSTALLATION. 32.OSHA-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION SCHEDULING PERFORMANCE OF MAINTENANCE. 2.02 STANDARDS OF MATERIALS AND WORKMANSHIP 3. PROTECT BRIGHT FINISHED SHAFTS,BEARING HOUSINGS AND SIMILAR ITEM UNTIL IN SERVICE. 33.SMACNA-SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION,INC. 2) MANUFACTURER'S LITERATURE: PROVIDE COPIES OF MANUFACTURER'S INSTRUCTIONS FOR OPERATION AND A. BASE CONTRACT UPON FURNISHING MATERIALS AS SPECIFIED.MATERIALS,EQUIPMENT,AND FIXTURES USED FOR 34.TIMA-THERMAL INSULATION MANUFACTURERS ASSOCIATION MAINTENANCE OF FIRE SUPPRESSION EQUIPMENT,INCLUDING REPLACEMENT PARTS LIST WITH NAME AND CONSTRUCTION ARE TO BE NEW,LATEST PRODUCTS AS LISTED IN MANUFACTURER'S PRINTED CATALOG DATA AND ARE 3.0T DEMONSTRATION 35.UL-UNDERWRITERS LABORATORIES INC. ADDRESS OF NEAREST DISTRIBUTOR.MARK EACH COPY WITH EQUIPMENT IDENTIFICATION LABEL AS LISTED IN TO BE UL,ETL,FM,AND ICC-ES APPROVED FOR THEIR INTENDED FIRE PROTECTION FUNCTION OR HAVE ADEQUATE A. CONFIRM DEMONSTRATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND EQUIPMENT SCHEDULE,I.E.F-5 ETC. APPROVAL OR BE ACCEPTABLE BY STATE,COUNTY,AND CITY AUTHORITIES. DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL D. SEE DIVISION 21,FIRE SUPPRESSION INDIVIDUAL SECTIONS FOR ADDITIONAL REFERENCES. DIVISION 21,FIRE SUPPRESSION SECTIONS. 1.08SUBMITTALS e. INCLUDE PRODUCT CERTIFICATES OF WARRANTIES AND GUARANTEES. B. NAMES AND MANUFACTURER'S NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT DESIRED AND ARE NOT TO BE f. INCLUDE RECORD DRAWINGS, CONSTRUED AS LIMITING COMPETITION. B. UPON COMPLETION OF WORK AND ADJUSTMENT OF EQUIPMENT AND TEST SYSTEMS,DEMONSTRATE TO OWNER'S A. SEE DIVISION 01,GENERAL REQUIREMENTS FOR SUBMITTAL PROCEDURES AS WELL AS SPECIFIC INDIVIDUAL DIVISION 21, INCLUDE COPY OF WATER SUPPLY FLOW TEST USED AS BASIS FOR HYDRAULIC CALCULATIONS. AUTHORIZED REPRESENTATIVE,ARCHITECT AND ENGINEER THAT EQUIPMENT FURNISHED AND INSTALLED OR FIRE SUPPRESSION SECTIONS. g. G. HAZARDOUS MATERIALS: CONNECTED UNDER PROVISIONS OF THESE SPECIFICATIONS FUNCTIONS IN MANNER REQUIRED.PROVIDE FIELD B. PROVIDE DRAWINGS IN FORMAT AND SOFTWARE RELEASE EQUAL TO THE DESIGN DOCUMENTS.DRAWINGS TO BE THE h. INCLUDE HYDRAULIC CALCULATIONS AND SWAY BRACE CALCULATIONS. 1. COMPLY WITH LOCAL,STATE OF OREGON,AND FEDERAL REGULATIONS RELATING TO HAZARDOUS MATERIALS. INSTRUCTION TO OWNER'S MAINTENANCE STAFF AS SPECIFIED IN DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 SAME SHEET SIZE AND SCALE AS THE CONTRACT DOCUMENTS. i. INCLUDE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVEGROUND PIPING/UNDERGROUND PIPING. 2. COMPLY WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL 00, FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS. C. "NO EXCEPTION TAKEN"CONSTITUTES THAT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT j. INCLUDE A COPY OF NFPA 25. REQUIREMENTS FOR THIS PROJECT RELATING TO HAZARDOUS MATERIALS. C. MANUFACTURER'S FIELD SERVICES:FURNISH SERVICES OF A QUALIFIED PERSON AT TIME APPROVED BY OWNER TO EXPRESSED IN THE CONTRACT DOCUMENTS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH k. INCLUDE A COPY OF VALVE CHARTS AND WHETHER NORMALLY OPEN OR NORMALLY CLOSED. 3. DO NOT USE ANY MATERIALS CONTAINING A HAZARDOUS SUBSTANCE.IF HAZARDOUS MATERIALS ARE INSTRUCT MAINTENANCE PERSONNEL,CORRECT DEFECTS OR DEFICIENCIES,AND DEMONSTRATE TO SATISFACTION OF INFORMATION GIVEN.ANY ACTION IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.CONTRACTOR IS I. INCLUDE A COPY OF DRAIN,AUXILIARY,AND LOW POINT DRAINS CHARTS. ENCOUNTERED,DO NOT DISTURB; IMMEDIATELY NOTIFY OWNER AND ARCHITECT. HAZARDOUS MATERIALS WILL BE OWNER THAT ENTIRE SYSTEM IS OPERATING IN SATISFACTORY MANNER AND COMPLIES WITH REQUIREMENTS OF OTHER SHEET INDEX RESPONSIBLE FOR THE DIMENSIONS AND QUANTITY AND WILL CONFIRM AND CORRELATE AT THE JOB SITE,FABRICATION m. INCLUDE A COPY OF THE LIST TO BE INCLUDED IN THE SPARE SPRINKLER HEAD BOX. REMOVED BY OWNER UNDER SEPARATE CONTRACT. TRADES THAT MAY BE REQUIRED TO COMPLETE WORK.COMPLETE INSTRUCTION AND DEMONSTRATION PRIOR TO FINAL PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF THE WORK WITH THAT OF ALL OTHER TRADES, PART 3-EXECUTION JOB SITE OBSERVATIONS. n. INCLUDE COPY OF APPROVED SUBMITTAL DATA ALONG WITH SUBMITTAL REVIEW LETTERS RECEIVED FROM FP0.1 SPECIFICATIONS-FIRE PROTECTION SPECIFICATIONS AND THE SATISFACTORY PERFORMANCE OF THE WORK. ENGINEER.DATA TO CLEARLY INDICATE INSTALLED EQUIPMENT MODEL NUMBERS.DELETE OR CROSS OUT DATA 3.01 ACCESSIBILITY AND INSTALLATION D. PRIOR TO ACCEPTANCE OF WORK AND DURING TIME DESIGNATED BY ARCHITECT,PROVIDE NECESSARY QUALIFIED D. PROVIDE PRODUCT SUBMITTALS AND SHOP DRAWINGS IN ELECTRONIC FORMAT ONLY. ELECTRONIC FORMAT MUST BE PERTAINING TO OTHER EQUIPMENT NOT SPECIFIC TO THIS PROJECT. A. CONFIRM ACCESSIBILITY AND INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING PERSONNEL TO OPERATE SYSTEM FORA PERIOD OF TWO HOURS. FP0.2 SPECIFICATIONS-FIRE PROTECTION SUBMITTED VIA ZIP FILE VIA E-MAIL.FOR ELECTRONIC FORMAT, PROVIDE ONE FILE PER DIVISION CONTAINING ONE o. INCLUDE COPY OF MANUFACTURER'S STANDARD OPERATIONS AND MAINTENANCE FOR EQUIPMENT.AT FRONT OF REQUIREMENTS, DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS E. INSTRUCT THE OWNER IN THE OPERATION OF THE SPRINKLER SYSTEM, INCLUDING MAIN VALVE POSITION(OPEN OR FP0.3 SPECIFICATIONS- FIRE PROTECTION - FIRE PROTECTION BOOKMARKED PDF FILE WITH EACH BOOKMARK CORRESPONDING TO EACH SPECIFICATION SECTION.ARRANGE EACH TAB, PROVIDE ROUTINE MAINTENANCE DOCUMENTATION FOR SCHEDULED EQUIPMENT. INCLUDE AND INDIVIDUAL DIVISION 21, FIRE SUPPRESSION SECTIONS. CLOSED)RECOGNITION,SYSTEM DRAINAGE,SYSTEM TESTING,DRY PIPE VALVE RESET AND THE RELATION TO THE FIRE BOOKMARKS IN ASCENDING ORDER OF SPECIFICATION SECTION NUMBER.INDIVIDUAL SUBMITTALS SENT PIECEMEAL IN A MANUFACTURER'S RECOMMENDED MAINTENANCE SCHEDULE AND HIGHLIGHT MAINTENANCE REQUIRED TO B. INSTALL EQUIPMENT REQUIRING ACCESS(I.E. DRAINS,CONTROL OPERATORS,VALVES,MOTORS,ENGINES,PUMPS, ALARM SYSTEM. PER SPECIFICATION SECTION METHOD WILL BE RETURNED WITHOUT REVIEW OR COMMENT.COPY ARCHITECT ON ALL MAINTAIN WARRANTY. FURNISH LIST OF ROUTINE MAINTENANCE PARTS, INCLUDING PART NUMBERS,SIZES,AND CONTROLLERS,AIR COMPRESSORS,GAUGES, FILL CUPS,TANKS,CLEANOUTS AND THE LIKE)SO THAT THEY MAY BE F. UPON COMPLETION OF WORK AND ADJUSTMENT OF EQUIPMENT,TEST SYSTEMS TO DEMONSTRATE TO OWNER'S TRANSMISSIONS/SUBMISSIONS. QUANTITIES RELEVANT TO EACH PIECE OF EQUIPMENT:I.E. BELTS,MOTORS,LUBRICANTS,AND FILTERS. SERVICED, RESET,REPLACED OR RECALIBRATED BY SERVICE PEOPLE WITH NORMAL SERVICE TOOLS AND EQUIPMENT. AUTHORIZED REPRESENTATIVE AND ARCHITECT THAT EQUIPMENT IS FURNISHED AND INSTALLED OR CONNECTED UNDER E. SUBMIT SHOP DRAWINGS,CALCULATIONS AND PRODUCT DATA SHEETS AS ONE COMPLETE STAND-ALONE PACKAGE TO p. INCLUDE COPY OF COMPLETE PARTS LIST FOR EQUIPMENT. INCLUDE AVAILABLE EXPLODED VIEWS OF ASSEMBLIES DO NOT INSTALL EQUIPMENT IN OBVIOUS PASSAGEWAYS,DOORWAYS,SCUTTLES OR CRAWLSPACES WHICH WOULD PROVISIONS OF THESE SPECIFICATIONS. AHJ,OWNER'S INSURANCE UNDERWRITER AND ENGINEER. AND SUB-ASSEMBLIES. IMPEDE OR BLOCK INTENDED USAGE. 3.08 CLEANING F. PRODUCT DATA:PROVIDE MANUFACTURER'S DESCRIPTIVE LITERATURE FOR PRODUCTS SPECIFIED IN DIVISION 21,FIRE q. INCLUDE COPY OF STARTUP AND TEST REPORTS SPECIFIC TO EACH PIECE OF EQUIPMENT. C. INSTALL EQUIPMENT AND PRODUCTS COMPLETE AS DIRECTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. A. CONFIRM CLEANING REQUIREMENTS IN DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION SUPPRESSION SECTIONS. r. ENGINEER WILL RETURN INCOMPLETE DOCUMENTATION WITHOUT REVIEW. ENGINEER WILL PROVIDE ONE SET OF OBTAIN INSTALLATION INSTRUCTIONS FROM MANUFACTURER PRIOR TO ROUGH-IN OF EQUIPMENT AND EXAMINE 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 21, G. IDENTIFY/MARK EACH SUBMITTAL IN DETAIL.NOTE WHAT DIFFERENCES, IF ANY, EXIST BETWEEN THE SUBMITTED ITEM REVIEW COMMENTS IN SUBMITTAL REVIEW FORMAT.CONTRACTOR MUST ARRANGE FOR ADDITIONAL REVIEWS; INSTRUCTIONS THOROUGHLY.WHEN REQUIREMENTS OF INSTALLATION INSTRUCTIONS CONFLICT WITH CONTRACT FIRE SUPPRESSION SECTIONS. AND THE SPECIFIED ITEM.FAILURE TO IDENTIFY THE DIFFERENCES WILL BE CONSIDERED CAUSE FOR DISAPPROVAL. IF CONTRACTOR TO BEAR COSTS FOR ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES. DOCUMENTS,REQUEST CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION.THIS INCLUDES B. UPON COMPLETION OF INSTALLATION, EXCEPT FOR SPRINKLERS,THOROUGHLY CLEAN EXPOSED PORTIONS OF DIFFERENCES ARE NOT IDENTIFIED AND/OR NOT DISCOVERED DURING THE SUBMITTAL REVIEW PROCESS,CONTRACTOR 2. THOROUGHLY INSTRUCT OWNER IN PROPER OPERATION OF EQUIPMENT AND SYSTEMS.WHERE NOTED IN INDIVIDUAL PROPER INSTALLATION METHODS,SEQUENCING,AND COORDINATION WITH OTHER TRADES AND DISCIPLINES. EQUIPMENT,REMOVING TEMPORARY LABELS AND TRACES OF FOREIGN SUBSTANCES.THROUGHOUT WORK, REMOVE INTERFACE REMAINS RESPONSIBLE FOR PROVIDING EQUIPMENT AND MATERIALS THAT MEET THE SPECIFICATIONS AND DRAWINGS. SECTIONS,TRAINING WILL INCLUDE CLASSROOM INSTRUCTION WITH APPLICABLE TRAINING AIDS AND SYSTEMS D. EARTHWORK: CONSTRUCTION DEBRIS AND SURPLUS MATERIALS ACCUMULATED DURING WORK. ENGINEERING 1. LABEL SUBMITTAL TO MATCH NUMBERING/REFERENCES AS SHOWN IN CONTRACT DOCUMENTS. HIGHLIGHT AND LABEL DEMONSTRATIONS.FIELD INSTRUCTION PER SECTION 21 00 00, FIRE SUPPRESSION BASIC REQUIREMENTS,ARTICLE 1. CONFIRM EARTHWORK REQUIREMENTS IN CONTRACT DOCUMENTS. IN ABSENCE OF SPECIFIC REQUIREMENTS, C. SPRINKLERS MAY NOT BE CLEANED EXCEPT FOR VACUUMING IN A MANNER IN WHICH NO PART OF THE SPRINKLER IS APPLICABLE INFORMATION TO INDIVIDUAL EQUIPMENT OR CROSS OUT/REMOVE EXTRANEOUS DATA NOT APPLICABLE TITLED"DEMONSTRATION". COMPLY WITH THE FOLLOWING: TOUCHED BY THE VACUUMING EQUIPMENT. REPLACE SPRINKLERS WHICH BEAR TRACES OF FOREIGN SUBSTANCES WITH PROJECT 2019-0641 TO SUBMITTED MODEL.CLEARLY NOTE OPTIONS AND ACCESSORIES TO BE PROVIDED,INCLUDING FIELD INSTALLED 3. COPIES OF CERTIFICATES OF CODE AUTHORITY INSPECTIONS,ACCEPTANCE,CODE REQUIRED ACCEPTANCE TESTS, a. PERFORM EXCAVATION,DEWATERING,SHORING, BEDDING,AND BACKFILL REQUIRED FOR INSTALLATION OF WORK SPRINKLERS OF SAME MODEL,TEMPERATURE,K-FACTOR,ORIFICE,FINISH,STYLE,ORIENTATION,AND THE LIKE. 1 ITEM. HIGHLIGHT CONNECTIONS BY/TO OTHER TRADES. CONI ACT JONATHAN VELASQUEZ FPO • 1 LETTER OF CONFORMANCE AND OTHER SPECIAL GUARANTEES,CERTIFICATES OF WARRANTIES,SPECIFIED IN THIS DIVISION IN ACCORDANCE WITH THE PROVISIONS SPECIFIED.CONTACT UTILITIES AND LOCATE EXISTING 100 SW Main Street,Suite 1600 2. INCLUDE TECHNICAL DATA,INSTALLATION INSTRUCTIONS AND DIMENSIONED DRAWINGS FOR PRODUCTS,EQUIPMENT ELSEWHERE OR INDICATED ON DRAWINGS. UTILITIES PRIOR TO EXCAVATION.REPAIR ANY WORK DAMAGED DURING EXCAVATION OR BACKFILLING. AND DEVICES INSTALLED,FURNISHED OR PROVIDED. REFERENCE DIVISION 21,FIRE SUPPRESSION SPECIFICATION Portland,OR 97204 R. RECORD DRAWINGS: b. EXCAVATION: DO NOT EXCAVATE UNDER FOOTINGS, FOUNDATION BASES,OR RETAINING WALLS. TEL 503,382.2266 www.interfaceeng ineering.corn \2019\2019-0641\cad\fire life safet0641fp0.1-fp0.3.dwg 11/7/2019 1:28:58 PN1 ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGS ASSOCIATES ARCHITECTS,INC. FILE: \0641FP0.1 - FPO.3.DWG - FP0.11 I DIT: 11/11/2019 4:35 PM BY JONATHANV I PLOT: 11/11/2019 4:36 PM BY KAYLA AHNEN ki TRANSMITTED TO OCCUPIED AREAS.SELECT EQUIPMENT TO OPERATE WITHIN NOISE COEFFICIENT(NC)DESIGN A. MECHANICAL JOINT WEDGE ACTION FOR DUCTILE IRON PIPE. 3. SINGLE SET 24VAC@2A FOR ELECTRONIC SUPERVISION. 3.09 INSTALLATION LEVEL FOR PARTICULAR TYPE OF INSTALLATION IN RELATION TO ITS LOCATION. B. GLAND: DUCTILE IRON. 4. BALL VALVE SWITCH WITH COVER TAMPER. A. CONFIRM INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND b. AFTER INSTALLATION,MAKE PROPER ADJUSTMENTS TO REDUCE NOISE AND VIBRATION TO ACCEPTABLE LEVELS C. WEDGES:DUCTILE IRON. H. BALL VALVES:BRASS BODY,BRASS STEM;FORGED BRASS BALL DISC. DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND INDIVIDUAL AS DEFINED BY ARCHITECT. DIVISION 21,FIRE SUPPRESSION SECTIONS. c. IN ACOUSTICALLY SENSITIVE AREAS,DESIGN SYSTEM IN A MANNER THAT MINIMIZES THE NUMBER OF WALL D. FULL RESTRAINT PRESSURE RATING OF PIPE WITH MINIMUM SAFETY FACTOR OF 2:1. 2.17 PIPE,VALVE,AND FIRE PROTECTION EQUIPMENT IDENTIFICATION B. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS,PLUMB AND LEVEL AND PENETRATIONS. 2.05 ABOVEGROUND BLACK STEEL PIPE AND FITTINGS A. ENGRAVED PLASTIC LAMINATE OR CORROSION RESISTANT METAL SIGN OR PLASTIC EQUIPMENT MARKER. FIRMLY ANCHORED TO VIBRATION ISOLATORS. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. 1.06WARRANTY A. WET PIPE SYSTEMS: B. CORROSION-RESISTANT CHAIN OR PERMANENT ADHESIVE. C. START-UP EQUIPMENT,IN ACCORDANCE WITH MANUFACTURER'S START-UP INSTRUCTIONS,IN THE PRESENCE OF A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC 1. PIPE SIZE 2-INCH DIAMETER AND SMALLER:ASTM A53,ASTM A135,OR ASTM A795;MINIMUM OF SCHEDULE 40. 2.18 SIGNS MANUFACTURER'S REPRESENTATIVE.TEST CONTROLS AND DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS. REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT.PROVIDE PUMP IMPELLERS TO OBTAIN BASIS OF2. PIPE SIZE 2-1/2-INCH DIAMETER AND LARGER:ASTM A53,ASTM A135,OR ASTM A795;MINIMUM OF SCHEDULE 10. A. ENGRAVED PLASTIC LAMINATE OR CORROSION RESISTANT METAL SIGN OR PLASTIC EQUIPMENT MARKER. - DESIGN DESIGN CAPACITIES. 1.07FLOW TEST 3. EXPOSED PIPE 8-FEET OR LESS ABOVE FINISHED FLOOR:A MINIMUM OF SCHEDULE 40. B. CORROSION-RESISTANT CHAIN OR PERMANENT ADHESIVE. D. PROVIDE MISCELLANEOUS SUPPORTS/METALS REQUIRED FOR INSTALLATION OF EQUIPMENT AND PIPING. A. IF FLOW TEST INFORMATION PROVIDED BELOW HAS BEEN CONDUCTED LESS THAN 12 MONTHS PRIOR TO WORKING PLAN B. DRY PIPE SYSTEMS: 2.19 DRAINS 3.10 PAINTING SUBMITTAL,UTILIZE FOR DESIGN OF NFPA 13 FIRE SPRINKLER AND NFPA 14 STANDPIPE SYSTEMS. 1. PIPE SIZE 2-INCH DIAMETER AND SMALLER:ASTM A53,ASTM A135,OR ASTM A795;SCHEDULE 40 ONLY,SHOP WELDED, A. REFERENCE ABOVEGROUND BLACK STEEL PIPE AND FITTINGS. A. CONFIRM REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 09,FINISHES.IN ABSENCE OF SPECIFIC B. IF FLOW TEST INFORMATION PROVIDED BELOW HAS BEEN CONDUCTED GREATER THAN 12 MONTHS PRIOR TO WORKING OR THREADED OR CUT GROOVED. PLAN SUBMITTAL,THE INFORMATION PROVIDED IS ADVISORY ONLY AND NOT TO BE USED FOR DESIGN. PROVIDE PART 3-EXECUTION i (11 REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS AND THE FOLLOWING: 2. PIPE SIZE 2-1/2-INCH DIAMETER AND LARGER:ASTM A53,ASTM A135,OR ASTM A795;MINIMUM OF SCHEDULE 10. 3.01 GENERAL INSTALLATION REQUIREMENTS VV/J MATERIALS AND LABOR FOR A NEW WATER SUPPLY TEST ON THE CLOSEST NEARBY FIRE HYDRANTS PER NFPA 13 AND 1. FERROUS METAL:AFTER COMPLETION OF FIRE PROTECTION WORK,THOROUGHLY CLEAN AND PAINT EXPOSED NFPA 291.UTILIZE NEW FLOW TEST RESULTS FOR DESIGN OF NFPA 13 FIRE SPRINKLER AND NFPA 14 STANDPIPE 3. EXPOSED PIPE 8-FEET OR LESS ABOVE FINISHED FLOOR:MINIMUM OF SCHEDULE 40. A. INSTALL IN CONFORMANCE WITH UL LISTING, FM APPROVAL OR ICC ES REQUIREMENTS AND RESTRICTIONS. > SUPPORTS CONSTRUCTED OF FERROUS METAL SURFACES, I.E.,HANGERS, HANGER RODS,EQUIPMENT STANDS,WITH SYSTEMS. C. JOINTS: "I-' ONE COAT OF BLACK ASPHALT VARNISH FOR EXTERIOR OR BLACK ENAMEL FOR INTERIOR,SUITABLE FOR HOT C. FLOW TEST: 3.02 BURIED DUCTILE IRON PIPE AND FITTINGS0 L.. SURFACES. 1. THREADED,FLANGED OR BEVEL WELDED. 2. AFTER ACCEPTANCE BY AHJ,IN A MECHANICAL ROOM,ON ROOF OR OTHER EXPOSED AREAS,MACHINERY AND 1. FLOW:1520 GPM AT A RESIDUAL PRESSURE OF 82 PSI. 2. PIPING INSTALLED IN PLENUMS OR SHAFTS TO HAVE WELDED JOINTS. A. PIPE SLEEVES: EQUIPMENT NOT PAINTED WITH ENAMEL TO RECEIVE TWO COATS OF PRIMER AND ONE COAT OF RUSTPROOF 2. STATIC PRESSURE:98 PSI. 1. LAY OUT WORK IN ADVANCE OF POURING CONCRETE AND FURNISH AND SET SLEEVES NECESSARY TO COMPLETE W ENAMEL,COLORS AS SELECTED BY ARCHITECT. D. FITTINGS: Cl 3. LOCATION:SOUTH SIDE OF OLD ALBERTSONS. WORK. 1. THREADED: 2. FLOOR SLEEVES: PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION. EXTEND O a 3. STRUCTURAL STEEL: REPAIR DAMAGE TO STRUCTURAL STEEL FINISHES OR FINISHES OF OTHER MATERIALS 4. ELEVATION: 150 FT. 0) DAMAGED BY CUTTING,WELDING OR PATCHING TO MATCH ORIGINAL. a. MALLEABLE IRON:CLASS 150 AND CLASS 300,ANSI B16.3. SLEEVE 1-INCH ABOVE FINISHED FLOOR.CAULK PIPES PASSING THROUGH FLOOR WITH NONSHRINKING 5. DATE:06/22/2016. FIRESTOPPING,SMOKESTOPPING AND WATER STOPPING GROUT OR APPROVED EQUIVALENT CAULKING COMPOUND. E o6. INFORMATION PROVIDED BY:WYATT FIRE PROTECTION,INC. 0 b. CAST IRON:CLASS 125 AND 250,ANSI B16.3. 4. PIPING:CLEAN,PRIMER COAT AND PAINT EXPOSED PIPING ON ROOF OR AT OTHER EXTERIOR LOCATIONS WITH TWO CAULK/SEAL PIPING PASSING THROUGH FIRE RATED BUILDING ASSEMBLY WITH UL RATED ASSEMBLIES. S-- COATS PAINT SUITABLE FOR METALLIC SURFACES AND EXTERIOR EXPOSURES.COLOR SELECTED BY ARCHITECT. 2. FLANGED: 1.08SYSTEM IMPAIRMENT 3. WALL SLEEVES:PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION.PROVIDE 0 y� 5. COVERS:COVERS SUCH AS VAULT COVERS AND THE LIKE WILL BE FURNISHED WITH FINISHES WHICH RESIST a. CAST IRON;CLASS 125 AND 250,ASME B16.1. SLEEVE FLUSH WITH FINISHED FACE OF WALL.CAULK PIPES PASSING THROUGH WALLS WITH NONSHRINKING CORROSION AND RUST. A. WHEN RETURNING A WATER-BASED FIRE PROTECTION SYSTEM TO SERVICE AFTER IMPAIRMENT OR CONTROL VALVE b. RAISED GROUND FACE,BOLT HOLES SPOT FACED. CAULKING COMPOUND.CAULK/SEAL PIPING PASSING THROUGH FIRE-RATED BUILDING ASSEMBLIES WITH UL LISTED .. a. 3.11 ACCEPTANCE CLOSURE,VERIFY THE SYSTEM IS IN WORKING ORDER BY PERFORMING A MAIN DRAIN TEST PER NFPA 25. OR FM APPROVED FIRE-RATED FIRESTOPPING COMPOUND.PROVIDE FIRE-RATED ASSEMBLIES PER LOCAL AHJ it 3. WELDED: A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL PART 2-PRODUCTS REQUIREMENTS. 0 a. CARBON STEEL:LONG RADIUS,STANDARD WEIGHT OR EXTRA STRONG. 4. COORDINATE WITH TRADES FOR LOCATIONS OF PIPE SLEEVES IN REINFORCED CONCRETE AND STEEL BEAMS. 0) REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL SECTIONS IN DIVISION 21,FIRE 2.01 MANUFACTURERS 'I- W b. FACTORY WROUGHT STEEL BUTTELD FITTINGS:ASME B16.9. SUPPRESSION AND THE FOLLOWING: PENETRATIONS MUST BE INDICATED ON STRUCTURAL SHOP DRAWINGS,SEE DRAWINGS AND SPECIFICATIONS FOR r D P: C A. BURIED DUCTILE IRON PIPE AND FITTINGS:AMERICAN CAST IRON PIPE CO.,ATLANTIC STATES CAST IRON PIPE CO.,CLOW c. BUTTWELDING ENDS FOR PIPE,VALVES, FLANGES AND FITTINGS:ASME B16.25. SPECIFIC SLEEVE LOCATION LIMITATIONS. 1. SYSTEM CANNOT BE CONSIDERED FOR ACCEPTANCE UNTIL WORK IS COMPLETED AND DEMONSTRATED TO WATER SYSTEMS CO., EBAA IRON, INC.,GRIFFIN PIPE PRODUCTS CO.,MCWANE CAST IRON PIPE CO., PACIFIC STATES ARCHITECT THAT INSTALLATION IS IN STRICT COMPLIANCE WITH SPECIFICATIONS,DRAWINGS AND MANUFACTURER'S CAST IRON PIPE CO.,UNITED STATES PIPE&FOUNDRY CO.,STAR PIPE PRODUCTS,TYLER UNION,OR APPROVED d. SPECIFICATION FOR PIPING FITTINGS OF WROUGHT CARBON STEEL AND ALLOY STEEL FOR MODERATE AND B. BURIED PIPE: t CT CO INSTALLATION INSTRUCTIONS,PARTICULARLY IN REFERENCE TO FOLLOWING: EQUIVALENT. ELEVATED TEMPERATURES:ASTM A234. 1. HYDRAULICALLY CALCULATED PIPE TO BE OF SUFFICIENT SIZE AS TO DELIVER THE REQUIRED FLOW WHILE NOT �/ ) �nt,� a. TESTING REPORTS INCLUDING CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING, B. BURIED PVC(POLYVINYL CHLORIDE PIPE AND FITTINGS:CERTAINTEED CORP.,JM EAGLE,NATIONAL PIPE AND PLASTICS e. STEEL PIPE FLANGES AND FLANGED FITTINGS:ASME B16.5. EXCEEDING A FLOW VELOCITY OF 15-FEET PER SECOND OR AS REQUIRED IN ACCORDANCE WITH THE WATER _W CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING,CONTRACTOR'S MATERIAL AND INC.,OR APPROVED EQUIVALENT. f. FORGED STEEL FITTINGS,SOCKET WELDED AND THREADED:ASME BI6.11. DEPARTMENT REQUIREMENTS,WHICHEVER IS LESS. D 0 •. TEST CERTIFICATE FOR PRIVATE FIRE SERVICE MAINS,FIRE PUMP ACCEPTANCE TEST DATA REPORT,AND THE 2. EXCAVATION AND BACKFILL: LIKE. C. JOINT RESTRAINTS:STAR PIPE PRODUCTS,TYLER PIPE CO., EBAA IRON,UNI-FLANGE CORP.,UNION FOUNDRY CO.,UNITED 4. MECHANICAL FITTINGS AND GROOVED COUPLINGS: 0 0G/) STATES PIPE AND FOUNDRY CO.,OR APPROVED EQUIVALENT. a. COUPLINGS:UL 213,AWVVA C606,ASTM A536 DUCTILE IRON OR ASTM A47 MALLEABLE WITH ENAMEL FINISH a. GENERAL:PERFORM NECESSARY EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF MECHANICAL -1-- b. CLEANINGIRON, WORK.REPAIR PIPING OR OTHER WORK DAMAGED BY CONTRACTOR'S OPERATIONS. D. ABOVEGROUND BLACK STEEL PIPE AND FITTINGS: AND GROOVES OR SHOULDERS DESIGNED TO ACCEPT GROOVED COUPLINGS.SYNTHETIC-RUBBER GASKET WITH c. OPERATION AND MAINTENANCE MANUALS 1. PIPE:BULL MOOSE TUBE,WHEATLAND TUBE CO.,YOUNGSTOWN TUBE CO.,TEX-TUBE CO.,STATE PIPE AND SUPPLY, CENTRAL-CAVITY,PRESSURE-RESPONSIVE DESIGN AND ASTM A183 CARBON-STEEL BOLTS AND NUTS. b. WATER:KEEP EXCAVATIONS FREE OF STANDING WATER.RE-EXCAVATE AND FILL BACK EXCAVATIONS DAMAGED d. TRAINING OF OPERATING PERSONNEL INC.,OR APPROVED EQUIVALENT b. FM GLOBAL APPROVED. OR SOFTENED BY WATER OR FROST TO ORIGINAL LEVEL WITH SAND,CRUSHED ROCK OR OTHER APPROVED C 0 e. RECORD DRAWINGS MATERIAL AT NO EXPENSE TO OWNER. VJ 2. FITTINGS,MECHANICAL AND GROOVED COUPLINGS:VICTAULIC,GRUVLOK,SHURJOINT PIPING PRODUCTS INC., E. ANTI-MICROBIAL COATING: FACTORY-APPLIED COATING TO INHIBIT CORROSION FROM MICROBIOLOGICAL ORGANISMS. c. TESTS: DURING PROGRESS OF WORK FOR COMPACTED FILL,OWNER RESERVES RIGHT TO REQUEST COMPACTION -c f. WARRANTY AND GUARANTY CERTIFICATES SMITH-COOPER INTERNATIONAL,TYCO,VIKING,ARGCO,ANVIL INTERNATIONAL,DIXON VALVE&COUPLING,OR 2.06 WALL AND FLOOR PENETRATIONS AND SLEEVES APPROVED EQUIVALENT. TESTS MAdE UNDER DIRECTION OF A TESTING LABORATORY. g. START-UP/TEST DOCUMENT AND COMMISSIONING REPORTS A. BELOW GRADE AND HIGH WATER TABLE AREAS:WATERPROOF ELASTOMERIC COMPOUND. d. TRENCH EXCAVATION:EXCAVATE TRENCHES TO NECESSARY DEPTH AND WIDTH,REMOVING ROCKS,UNSTABLE 3. FITTINGS,THREADED:WARD MANUFACTURING,ANVIL INTERNATIONAL,SMITH-COOPER INTERNATIONAL,AEGIS h. LETTER OF CONFORMANCE TECHNOLOGIES,R APPROVED EQUIVALENT. 2.07 SWITCHES,VALVE SUPERVISORY SOIL(I.E.MUCK,PEAT AND THE LIKE),ROOTS AND STUMPS.EXCAVATION MATERIAL IS CLASSIFIED AS"BASE FILL" Si' 3.12 FIELD QUALITY CONTROL 4. FITTINGS,RUBBER GASKETED:VICTAULIC,ANVIL INTERNATIONAL,ANVILSTAR EBAA IRON, INC.,SHURJOINT PIPING A. PROVIDE TO MOUNT ON APPLICABLE,COMPATIBLE VALVE(OS&Y GATE,OR PIV),WITH SPDT SWITCHES TO MATCH AND"NATIVE."ILLABOVE BASE FILL ZONE."REMOVEOV MATERIAL OSCOE OFFFISI OF PLACED CRUSHEDAOROCK MAY ATE USED PEAS U BACKFILL ABOVE"PIPE AND DISPOSE SITE NATIVE EXCAVATION MATERIAL NO EXPENSE TO 0 � !4:-... A. CONFIRM FIELD QUALITY CONTROL REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS PRODUCTS,INC.,SMITH-COOPER INTERNATIONAL,TYCO FIRE&BUILDING PRODUCTS,VIKING CORP.,WARD REQUIREMENTS OF FIRE ALARM SYSTEM.PROVIDE WITH COVER TAMPER SWITCH WHERE REQUIRED BY AHJ. OWNER.ADEQUATE WIDTH OF TRENCH FOR PROPER INSTALLATION OF PIPING OR CONDUIT. t AND DIVISION 01,GENERAL REQUIREMENTS,SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND MANUFACTURING,ARGCO,DIXON VALVE&COUPLING,OR APPROVED EQUIVALENT. 2.08 SWITCHES,WATER DETECTOR e. SUPPORT FOUNDATIONS: IINDIVIDUAL DIVISION 21,FIRE SUPPRESSION SECTIONS. 5. FITTINGS,WELDED:ANVIL INTERNATIONAL,SHURJOINT PIPING PRODUCTS INC.,SMITH-COOPER INTERNATIONAL, p 2 B. UPON COMPLETION OF INSTALLATION OF EQUIPMENT,SPRINKLERS,HOSE VALVES AND PIPING AND AFTER UNITS ARE STATE PIPE&SUPPLY,INC.,OR APPROVED EQUIVALENT. A. PROVIDE WITH COVER TAMPER SWITCH WHERE REQUIRED BY AHJ. 1) FOUNDATIONS:EXCAVATE TRENCHES LOCATED IN UNSTABLE GROUND AREAS BELOW ELEVATION REQUIRED WATER PRESSURIZED,TEST SYSTEM TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS.WHEN B. WATER FLOW SWITCHES: FOR INSTALLATION OF PIPING TO A DEPTH WHICH IS DETERMINED BY ARCHITECT AS APPROPRIATE FOR 6. FITTINGS,FLANGED:VICTAULIC,UNITED BRAND FITTINGS,U.S.PIPE,ANVIL S.P.F., IOWA FITTINGS CO.,TYCO,OR CONDITIONS ENCOUNTERED.PLACE AND COMPACT APPROVED FOUNDATION MATERIAL IN EXCAVATION UP TO L. POSSIBLE,CORRECT MALFUNCTIONING ITEM AT SITE,THEN RETEST TO DEMONSTRATE COMPLIANCE;OTHERWISE APPROVED EQUIVALENT. 1. VANE-TYPE;SPDT SWITCHES;ELECTRONIC RETARD,ADJUSTABLE TIME DELAY(0 TO 75 SECONDS). "BEDDING ZONE."DEWATERING,PLACEMENT,COMPACTION AND DISPOSAL OF EXCAVATED MATERIALS TO V)REMOVE AND REPLACE WITH NEW ITEM AND PROCEED WITH RETESTING. 2. WET SPRINKLER SYSTEMS,NFPA 13:450 PSI,18-FEET PER SECOND,4-10 GPM. CONFORM TO REQUIREMENTS CONTAINED IN OTHER SECTIONS OF SPECIFICATIONS OR DRAWINGS. C. INSPECT EACH INSTALLED ITEM FOR DAMAGE TO FINISH.IF FEASIBLE,RESTORE AND MATCH FINISH TO ORIGINAL,EXCEPT E. WALL AND FLOOR PENETRATIONS AND SLEEVES:ARGCO,FPPI,OR APPROVED EQUIVALENT. FIRE SPRINKLERS,AT SITE;OTHERWISE,REMOVE ITEM AND REPLACE WITH NEW ITEM.FEASIBILITY AND MATCH TO BE F. SWITCHES,VALVE SUPERVISORY:POTTER,SYSTEM SENSOR,OR APPROVED EQUIVALENT. C. PRESSURE OPERATED ALARM SWITCHES:PRESSURE ACTUATED WITH SPOT ELECTRICAL SWITCHES AND ADJUSTABLE 2) OVER-EXCAVATIONS:WHERE TRENCH EXCAVATION EXCEEDS REQUIRED DEPTHS,PROVIDE,PLACE AND Q JUDGED BY ARCHITECT. REMOVE CRACKED OR DENTED ITEM AND REPLACE WITH NEW ITEM. TIME DELAY(0 TO 75 SECONDS). COMPACT SUITABLE BEDDING MATERIAL TO PROPER GRADE OR ELEVATION AT NO ADDITIONAL COST TO 0 CD a O G. SWITCHES,WATER DETECTOR: 2.09 HANGERS AND SUPPORTS OWNER. D. FIRE SPRINKLERS MAY NOT BE REUSED,OR CLEANED,EXCEPT FOR DUSTING.REPLACE DAMAGED,FIELD PAINTED S R S O US1. WATER FLOW SWITCHES;WET SPRINKLER SYSTEMS: POTTER,SYSTEM SENSOR,OR APPROVED EQUIVALENT. < I.' sO OVERSPRAYED,OVERCOATED OR FIELD COATED SPRINKLERS WITH NEW SPRINKLERS OF SAME MANUFACTURER,MODEL, A. GENERAL:SELECT SIZE OF HANGERS AND SUPPORTS TO EXACTLY FIT PIPE SIZE FOR BARE PIPING. 3) FOUNDATION MATERIAL:WHERE NATIVE MATERIAL HAS BEEN REMOVED,PLACE AND COMPACT NECESSARYI FINISH,K-FACTOR AND PERFORMANCE CHARACTERISTICS.WHERE IDENTICAL REPLACEMENT SPRINKLERS ARE NOT 2. PRESSURE OPERATED ALARM SWITCHES;DRY PIPE SPRINKLER SYSTEMS:POTTER ELECTRIC SIGNAL COMPANY, FOUNDATION MATERIAL TO FORM A BASE FOR REPLACEMENT OF REQUIRED THICKNESS OF BEDDING MATERIAL. '- AVAILABLE,PROVIDE SPRINKLERS OF SIMILAR FINISH,STYLE,K-FACTOR AND PERFORMANCE CHARACTERISTICS. SYSTEM SENSOR,OR APPROVED EQUIVALENT. B. HANGERS:FERROUS. 4) BEDDING MATERIAL:FULL BED SITE PIPING ON SAND,PEA GRAVEL OR 3/4-INCH MINUS CRUSHED ROCK.PLACE A 3.13 LETTER OF CONFORMANCE H. HANGERS AND SUPPORTS:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,ITW BUILDEX SAMMYS,ERICO INTERNATIONAL, C. HANGER RODS:ZINC ELECTROPLATED CARBON STEEL. MINIMUM 4-INCH DEEP LAYER OF SAND OR CRUSHED ROCK ON LEVELED TRENCH BOTTOM FOR THIS PURPOSE. PROJECT N O. PHD MANUFACTURING INC.,OR APPROVED EQUIVALENT. D. FINISHES:USE HANGERS AND SUPPORTS WITH GALVANIZED METALLIC COATINGS FOR PIPING AND EQUIPMENT THAT WILL REMOVE BEDDING TO NECESSARY DEPTH FOR PIPING BELLS AND COUPLINGS TO MAINTAIN CONTACT OF PIPE A. PROVIDE LETTER OF CONFORMANCE AND COPIES OF MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES WITHI. STRUTS AND STRUT CLAMPS:COOPER B-LINE TOLCO,OR APPROVED EQUIVALENT. NOT HAVE FIELD-APPLIED FINISH. ON BEDDING FOR ITS ENTIRE LENGTH.PROVIDE ADDITIONAL BEDDING IN EXCESSIVELY WET,UNSTABLE,OR 19-123.1 A STATEMENT THAT FIRE SUPPRESSION ITEMS WERE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SOLID ROCK TRENCH BOTTOM CONDITIONS AS REQUIRED TO PROVIDE A FIRM FOUNDATION. - RECOMMENDATIONS,UL LISTINGS AND FM GLOBAL APPROVALS.INCLUDE LETTER OF CONFORMANCE,COPIES OF J. SWAY BRACES AND RESTRAINTS:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,ERICO INTERNATIONAL,PHD E. MATERIALS: DRAWN BY : MANUFACTURING INC.,OR APPROVED EQUIVALENT. f. BACKFILLING: MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES IN OPERATION AND MAINTENANCE MANUALS. 1. USE CARBON STEEL PIPE HANGERS AND SUPPORTS,METAL TRAPEZE PIPE HANGERS AND ATTACHMENTS FOR 3.14 ELECTRICAL INTERLOCKS K. ANCHORS AND ATTACHMENTS: GENERAL SERVICE APPLICATIONS. 1) FOLLOWING INSTALLATION AND SUCCESSFUL COMPLETION OF REQUIRED TESTS,BACKFILL PIPING IN LIFTS. JV A. WHERE EQUIPMENT MOTORS ARE TO BE ELECTRICALLY INTERLOCKED WITH OTHER EQUIPMENT FOR SIMULTANEOUS 1. CONCRETE: 2. USE STAINLESS STEEL HANGERS, RODS AND ATTACHMENTS FOR CORROSIVE ENVIRONMENT APPLICATIONS. (a)IN"PIPE ZONE,"PLACE BACKFILL MATERIAL AND COMPACT IN LIFTS NOT TO EXCEED 6-INCHES IN DEPTH TO A CHECKED BY : EXAMPLES OF CORROSIVE ENVIRONMENT APPLICATIONS INCLUDE,BUT ARE NOT LIMITED TO:SWIMMING POOLS AND HEIGHT OF 12-INCHES ABOVE TOP OF PIPE.PLACE BACKFILL MATERIAL TO OBTAIN CONTACT WITH ENTIRE OPERATION, UTILIZE FIRE PROTECTION EQUIPMENT WIRING DIAGRAMS TO COORDINATE WITH ELECTRICAL SYSTEMS SO a. CAST-IN PLACE ANCHORS FOR HANGERS:COOPER B-LINE TOLCO, ERICO INTERNATIONAL,OR APPROVED SPAS,POOL AND SPA EQUIPMENT ROOMS AND ADJACENT AREAS,CHEMICAL ROOMS,KIDNEY DIALYSIS AREAS, PERIPHERY OF PIPE,WITHOUT DISTURBING OR DISPLACING PIPE. MO THAT PROPER WIRING OF EQUIPMENT INVOLVED IS AFFECTED. EQUIVALENT. MARINE AND BEACH ENVIRONMENTS,COMMERCIAL LAUNDRIES AND THE LIKE. (b)PLACE AND COMPACT BACKFILL ABOVE"PIPE ZONE"IN LAYERS NOT TO EXCEED 12-INCHES IN DEPTH. 3.15 CONNECTIONS TO EXISTING b. CAST-IN PLACE ANCHORS FOR BRACES:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,ERICO INTERNATIONAL,OR DATE : F. ANTI-SCRATCH PADDING:USE PADDED HANGERS FOR PIPING SUBJECT TO SCRATCHING. 2) BACKFILL MATERIAL: A. PRIOR TO CONNECTION OF PIPING TO EXISTING PIPING OR UTILITIES,FIELD VERIFY EXISTING CONDITIONS AND EXACT APPROVED EQUIVALENT. SIZES AND LOCATIONS OF EXISTING PIPING.PROVIDE ADDITIONAL OFFSETS,TRANSITIONS,JOINTS,CUT-INS,AND c. ATTACHMENTS AS SPECIFIED OR DESCRIBED BY STRUCTURAL. IF NOT SPECIFIED OR DESCRIBED BY STRUCTURAL, 2.10 STRUTS AND STRUT CLAMPS (a)BACKFILL MATERIAL IN"PIPE ZONE":3/4-INCH MINUS CRUSHED ROCK,SAND OR PEA GRAVEL. 1 1.1 1.2019 REPLACE PORTIONS OF EXISTING AS REQUIRED TO FACILITATE CONNECTIONS OF NEW. THEN AS FOLLOWS:HILTl,POWERS,SIMPSON,DEWALT,OR APPROVED EQUIVALENT. A. ELECTRO-GALVANIZED STEEL. (b)CRUSHED ROCK, FILL SAND OR OTHER BACKFILL MATERIAL APPROVED ELSEWHERE IN SPECIFICATIONS MAY REVISION : END OF SECTIONSECTION 21 05 00-COMMON WORK RESULTS FOR FIRE SUPPRESSION 2. WOOD:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,ELCO CONSTRUCTION PRODUCTS,ERICO INTERNATIONAL,ITW B. DESIGNED FOR SUPPORTING PIPE RUNS FROM STRUT SUPPORTS. BE USED ABOVE"PIPE ZONE." PART 1-GENERAL BUILDEX SAMMYS,OR APPROVED EQUIVALENT. C. STRUT CLAMPS UL LISTED FOR FIRE PROTECTION. g. COMPACTION OF TRENCH BACKFILL: 3. STEEL:COOPER B-LINE TOLCO:ANVIL INTERNATIONAL, ELCO CONSTRUCTION PRODUCTS,ERICO INTERNATIONAL,ITW 1) WHERE COMPACTION OF TRENCH BACKFILL MATERIAL IS REQUIRED,USE ONE OF FOLLOWING METHODS OR 1.01 SUMMARY BUILDEX SAMMYS,OR APPROVED EQUIVALENT. D. STAINLESS STEEL FOR CORROSIVE ENVIRONMENT APPLICATIONS. EXAMPLES OF CORROSIVE ENVIRONMENT COMBINATION THEREOF: A. WORK INCLUDED: APPLICATIONS INCLUDE,BUT ARE NOT LIMITED TO:SWIMMING POOLS AND SPAS,POOL AND SPA EQUIPMENT ROOMS AND L. PIPE STANDS:COOPER B-LINE TOLCO,ANVIL INTERNATIONAL,OR APPROVED EQUIVALENT. ADJACENT AREAS,CHEMICAL ROOMS,KIDNEY DIALYSIS AREAS,MARINE AND BEACH ENVIRONMENTS,COMMERCIAL (a)MECHANICAL TAMPER, 1. BURIED DUCTILE IRON PIPE AND FITTINGS LAUNDRIES AND THE LIKE. (b)VIBRATORY COMPACTER,OR M. GAUGES:ASHCROFT,US GAUGE,BRECCO,RELIABLE,FPPI,ARGCO,WIKA INSTRUMENT CORPORATION,OR APPROVED 2. BURIED PVC(POLYVINYL CHLORIDE)PIPE AND FITTINGS EQUIVALENT. 2.11 SWAY BRACES AND RESTRAINTS (c)OTHER APPROVED METHODS APPROPRIATE TO CONDITIONS ENCOUNTERED. 3. JOINT RESTRAINTS N. BELLS:POTTER,SYSTEM SENSOR,OR APPROVED EQUIVALENT. A. SWAY BRACING: FROM A SINGLE MANUFACTURER AND COMPATIBLE WITH SWAY BRACE CALCULATION PROGRAM. 2) ARCHITECT TO HAVE RIGHT TO CHANGE METHODS AND LIMITS TO BETTER ACCOMMODATE FIELD CONDITIONS. 4. ABOVEGROUND BLACK STEEL PIPE AND FITTINGS 0. VALVES: B. STAINLESS STEEL FOR CORROSIVE ENVIRONMENT APPLICATIONS. EXAMPLES OF CORROSIVE ENVIRONMENT COMPACTION SUFFICIENT TO ATTAIN 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT 5. WALL AND FLOOR PENETRATIONS AND SLEEVES APPLICATIONS INCLUDE,BUT ARE NOT LIMITED TO:SWIMMING POOLS AND SPAS,POOL AND SPA EQUIPMENT ROOMS AND UNLESS NOTED OTHERWISE ON DRAWINGS OR ELSEWHERE IN SPECIFICATIONS.WATER"PUDDLING"OR 1. OS&Y GATE: "WASHING"IS PROHIBITED. 6. SWITCHES,VALVE SUPERVISORY a. 175 PSI:NIBCO,MUELLER,OR APPROVED EQUIVALENT. ADJACENT AREAS,CHEMICAL ROOMS,KIDNEY.DIALYSIS AREAS,MARINE AND BEACH ENVIRONMENTS,COMMERCIAL 7. SWITCHES,WATER DETECTOR LAUNDRIES,AND THE LIKE. C. KEEP PIPE OPENINGS CLOSED BY MEANS OF PLUGS OR CAPS TO PREVENT ENTRANCE OF FOREIGN MATTER. PROTECT b. 250 PSI:VICTAULIC,OR APPROVED EQUIVALENT. 2.12 ANCHORS AND ATTACHMENTS PIPING AND FITTINGS AGAINST DIRTY WATER,CHEMICALS,AND MECHANICAL DAMAGE BOTH BEFORE AND AFTER 8. HANGERS AND SUPPORTS c. 350 PSI: NIBCO,OR APPROVED EQUIVALENT. INSTALLATION.RESTORE TO ORIGINAL CONDITION OR REPLACE DAMAGED PIPE AND FITTINGS PRIOR TO FINAL 9. STRUTS AND STRUT CLAMPS A. GENERAL:ANCHOR SUPPORTS TO MASONRY,CONCRETE AND BLOCK WALLS PER ANCHORING SYSTEM MANUFACTURER'S ACCEPTANCE OF WORK. d. 2-INCHES AND SMALLER:NIBCO,OR APPROVED EQUIVALENT. RECOMMENDATIONS,OR AS MODIFIED BY PROJECT STRUCTURAL ENGINEER. 3.03 BURIED PVC(POLYVINYL CHLORIDE)PIPE AND FITTINGS 10.SWAY BRACES AND RESTRAINTS 2. SWING CHECK:VICTAULIC,NIBCO,MUELLER,VIKING,TYCO,ANVILSTAR, RELIABLE,OR APPROVED EQUIVALENT. B. MATERIALS: A. SECURELY FASTEN TRACER WIRE TO TOP OF WATER LINE AND PLACE ALONG THE OUTSIDE OF TRANSITION TO DUCTILE 11.ANCHORS AND ATTACHMENTS 3. WAFER CHECK:NIBCO,MUELLER,VIKING,TYCO,OR APPROVED EQUIVALENT. 1. FERROUS. IRON PIPE WITH ONE FOOT OF SLACK PLACED ADJACENT TO DUCTILE IRON PIPE. 12.PIPE STANDS 4. BUTTERFLY VALVES:VICTAULIC,NIBCO,TYCO,RELIABLE,OR APPROVED EQUIVALENT. 2. STAINLESS STEEL FOR CORROSIVE ENVIRONMENT APPLICATIONS. EXAMPLES OF CORROSIVE ENVIRONMENT B. BURIED PIPE: 13.GAUGES 5. PRESSURE RELIEF:WATTS, UNITED BRASS WORKS,AGF,OR APPROVED EQUIVALENT. APPLICATIONS INCLUDE,BUT ARE NOT LIMITED TO:SWIMMING POOLS AND SPAS, POOL AND SPA EQUIPMENT ROOMS 1. HYDRAULICALLY CALCULATED PIPE TO BE OF SUFFICIENT SIZE AS TO DELIVER THE REQUIRED FLOW WHILE NOT 14.BELLS 6. AUTOMATIC BALL DRIP DRAIN VALVE:TYCO,RELIABLE,OR APPROVED EQUIVALENT. AND ADJACENT AREAS,CHEMICAL ROOMS,KIDNEY DIALYSIS AREAS,MARINE AND BEACH ENVIRONMENTS, EXCEEDING A FLOW VELOCITY OF 15 FEET PER SECOND OR AS REQUIRED IN ACCORDANCE WITH THE WATER 15.VALVES COMMERCIAL LAUNDRIES,AND THE LIKE. DEPARTMENT REQUIREMENTS,WHICHEVER IS LESS. 7. THREE-WAY GAUGE VALVE:FPPI,AGF,NIBCO,OR APPROVED EQUIVALENT. C. CAST IN PLACE ANCHORS FOR HANGERS:VERIFY LISTING IS FOR HANGERS,BRACES,OR BOTH. 16.PIPE,VALVE,AND FIRE PROTECTION EQUIPMENT IDENTIFICATION 8. AUTOMATIC AIR RELEASE VALVE: POTTER, OR APPROVED EQUIVALENT. 2. EXCAVATION AND BACKFILL: 17.SIGNSD. ATTACHMENTS IN CONCRETE: a. GENERAL:PERFORM NECESSARY EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF MECHANICAL 9. BALL VALVE:VICTAULIC,APOLLO VALVES,FPPI,NIBCO,OR APPROVED EQUIVALENT 1. SUITABLE FOR HANGING AND BRACING FIRE PROTECTION SYSTEMS IN CONCRETE WHICH IS SUBJECT TO CRACKING IN WORK.REPAIR PIPING OR OTHER WORK DAMAGED BY CONTRACTOR'S OPERATIONS. 18. DRAINS P. PIPE,VALVE,AND FIRE PROTECTION EQUIPMENT IDENTIFICATION:FPPI,ARGCO,OR APPROVED EQUIVALENT. A SEISMIC EVENT. b. WATER:KEEP EXCAVATIONS FREE OF STANDING WATER.RE-EXCAVATE AND FILL BACK EXCAVATIONS DAMAGED 1.02RELATED SECTIONS Q. SIGNS:TYCO,RELIABLE,VIKING,ARGCO,OR APPROVED EQUIVALENT. 2. SEISMIC DESIGN AREAS C,D,E AND F: OR SOFTENED BY WATER OR FROST TO ORIGINAL LEVEL WITH SAND,CRUSHED ROCK OR OTHER APPROVED A. CONTENTS OF DIVISION 21,FIRE SUPPRESSION AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. R. DRAINS: a. COMPATIBLE WITH INTERNATIONAL CODE COUNCIL EVALUATION SERVICE ACCEPTANCE CRITERIA AC-193 AND MATERIAL AT NO EXPENSE TO OWNER. B. IN ADDITION, REFERENCE THE FOLLOWING: 1. REFERENCE ABOVEGROUND BLACK STEEL PIPE AND FITTINGS. AC308 FOR EXPANSION,SCREW AND ADHESIVE ANCHORS. MEET REQUIREMENTS OF ACI 355.2,QUALIFICATION OF c. TESTS: DURING PROGRESS OF WORK FOR COMPACTED FILL,OWNER RESERVES RIGHT TO REQUEST COMPACTION POST-INSTALLED MECHANICAL ANCHORS IN CONCRETE AND COMMENTARY. TESTS MADE UNDER DIRECTION OF A TESTING LABORATORY. 1. DIVISION 22,PLUMBING 2. AGF,VICTAULIC,OR APPROVED EQUIVALENT. b. ALL MODELS OF HILTI HDI AND ITW RED HEAD MULTI-SET II ANCHORS ARE NOT APPROVED FOR ATTACHING FIRE d. TRENCH EXCAVATION:EXCAVATE TRENCHES TO NECESSARY DEPTH AND WIDTH,REMOVING ROCKS,UNSTABLE 2. DIVISION 23,HEATING,VENTILATING AND AIR CONDITIONING 2.02 BURIED DUCTILE IRON PIPE AND FITTINGS PROTECTION SYSTEMS IN SEISMIC DESIGN AREAS C,D,E AND F.NO EXCEPTIONS. SOIL(I.E.MUCK,PEAT AND THE LIKE),ROOTS AND STUMPS.EXCAVATION MATERIAL IS CLASSIFIED AS"BASE FILL" 3. DIVISION 26,ELECTRICAL A. PIPE: E. ITW BUILDEX SAMMYS WITH FM APPROVAL ONLY ARE NOT ALLOWED IN CERTAIN SEISMIC ZONES.VERIFY WITH FM THAT AND"NATIVE."BASE FILL EXCAVATION MATERIAL CONSISTING OF PLACED CRUSHED ROCK MAY BE USED AS 4. DIVISION 28,ELECTRONIC SAFETY 1. THICKNESS:CLASS 52 DUCTILE IRON,AWVVA C151. FM APPROVAL IS EFFECTIVE IN PROJECT'S SEISMIC ZONE. BACKFILL ABOVE"PIPE ZONE."REMOVE AND DISPOSE OFF SITE NATIVE EXCAVATION MATERIAL AT NO EXPENSE TO 5. DIVISION 31, EARTHWORK 2. PRESSURE: 150 PSI OR 10.34 BAR. 2.13 PIPE STANDS OWNER.ADEQUATE WIDTH OF TRENCH FOR PROPER INSTALLATION OF PIPING OR CONDUIT. 6. SECTION 21 40 00,FIRE SUPPRESSION BASIC REQUIREMENTS 3. CEMENT MORTAR LINED PER AWWA C104,FIELD ENCASED WITH 8 MIL POLYETHYLENE BAG PER AVWVA C105.COAT ALL A. ADJUSTABLE PIPE SADDLE SUPPORT WITH YOKE: e. SUPPORT FOUNDATIONS: 7. SECTION 21 13 00,FIRE SUPPRESSION SPRINKLER SYSTEMS BOLTS,RESTRAINING RODS,AND THE LIKE WITH BITUMASTIC PRIOR TO ENCASEMENT IN THE POLYETHYLENE BAG. 1. DESIGNED TO SUPPORT HORIZONTAL PIPE FROM FLOOR STANCHION. 1) FOUNDATIONS:EXCAVATE TRENCHES LOCATED IN UNSTABLE GROUND AREAS BELOW ELEVATION REQUIRED FOR INSTALLATION OF PIPING TO A DEPTH WHICH IS DETERMINED BY ARCHITECT AS APPROPRIATE FOR 1.03REFERENCES AND STANDARDS B. FITTINGS:AWVVA C110,350 PSI OR 24.13 BAR.CEMENT MORTAR LINED PER AWVVA C104,FIELD ENCASED WITH 8 MIL 2. U-BOLT AND HEX NUTS TO HOLD PIPE SECURELY TO SADDLE OR PIPE CLAMP TYPE. CONDITIONS ENCOUNTERED.PLACE AND COMPACT APPROVED FOUNDATION MATERIAL IN EXCAVATION UP TO A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 21 00 00, FIRE SUPPRESSION BASIC REQUIREMENTS AND POLYETHYLENE BAG PER AWWA C105.COAT ALL BOLTS,RESTRAINING RODS,AND THE LIKE WITH BITUMASTIC PRIOR TO DIVISION GENERAL REQUIREMENTS. ENCASEMENT IN THE POLYETHYLENE BAG. 3. ANSI/MSS SP-69;SP-58.TYPE 37. "BEDDING ZONE."DEWATERING,PLACEMENT,COMPACTION AND DISPOSAL OF EXCAVATED MATERIALS TO 0 C. FITTINGS RESTRAINED WITH THRUST BLOCKS OR RESTRAINING RODS PER NFPA 24. 4. STEEL PIPE WITH STEEL SADDLE. CONFORM TO REQUIREMENTS CONTAINED IN OTHER SECTIONS OF SPECIFICATIONS OR DRAWINGS. B. MEET REQUIREMENTS OF ASCE 7,MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,BY AMERICAN 2) OVER-EXCAVATIONS:WHERE TRENCH EXCAVATION EXCEEDS REQUIRED DEPTHS,PROVIDE,PLACE AND SOCIETY OF CIVIL ENGINEERS,LATEST ADOPTED EDITION. D. UNDERGROUND VALVES:FACTORY COATED WITH POWDERED EPDXY OR EQUIVALENT CORROSION RESISTANT COATING. B. BASE STAND: COMPACT SUITABLE BEDDING MATERIAL TO PROPER GRADE OR ELEVATION AT NO ADDITIONAL COST TO BOLTS COATED WITH BITUMASTIC IN THE FIELD.ENCASE THE ENTIRE VALVE IN 8-MIL POLYETHYLENE BAG IN 1. STEEL PIPE WELDED TO STEEL BASE PLATE. OWNER. I.04SUBMITTALS ACCORDANCE WITH AWVVA C-105. A. SUBMITTALS AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01,GENERAL 2. MEET REQUIREMENTS OF 12X ANCHOR DIAMETER HOLE SPACING FOR SEISMIC APPLICATIONS. 3) FOUNDATION MATERIAL:WHERE NATIVE MATERIAL HAS BEEN REMOVED,PLAGE AND COMPACT NECESSARY E. FLEXIBLE UNDERGROUND EXPANSION JOINTS: 2.14 GAUGES FOUNDATION MATERIAL TO FORM A BASE FOR REPLACEMENT OF REQUIRED THICKNESS OF BEDDING MATERIAL. REQUIREMENTS. 4) BEDDING MATERIAL:FULL BED SITE PIPING ON SAND,PEA GRAVEL OR 3/4-INCH MINUS CRUSHED ROCK.PLACE A SPECIFICATIONS 1. AWWA C153,AWVVA C116,AWWA G105. A. PRESSURE GAUGES:3.5-INCH,DIAL TYPE,BRONZE BOURDON TUBE OR SPRING TYPE,STAINLESS STEEL CASE.0 TO 300 1.05QUALITY ASSURANCE A. QUALITY ASSURANCE AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01, 2. EXPANSION JOINT DESIGNED AND CAST AS AN INTEGRAL PART OF A BALL AND SOCKET TYPE FLEXIBLE JOINT. PSI. MINIMUMED 4-INCH DEEP LAYER OF SANDOR CRUSHED ROCK ON LEVELED OUP TRENCH BOTTOM FOR THIS PURPOSE. p REMOVE BEDDING TO NECESSARY DEPTH FOR PIPING BELLS AND COUPLINGS TO MAINTAIN CONTACT OF PIPE - FIRE PROTECTION GENERAL REQUIREMENTS. 3. INTERNAL AND EXTERNAL EPDXY LINED. 2.15 BELLS ON BEDDING FOR ITS ENTIRE LENGTH.PROVIDE ADDITIONAL BEDDING IN EXCESSIVELY WET,UNSTABLE,OR B. IN ADDITION, MEET THE FOLLOWING: 4. SEALING GASKET:EPDM. A. EXTERIOR ALARM BELLS: MINIMUM WEATHERPROOF BACKBOX,TYPICAL 90 DBA AT 10-FEET. SOLID ROCK TRENCH BOTTOM CONDITIONS AS REQUIRED TO PROVIDE A FIRM FOUNDATION. 5. POLYETHYLENE SLEEVE. 2.16 VALVES f. BACKFILLING: 1. MATERIAL AND EQUIPMENT:LISTED FOR ITS INTENDED FIRE PROTECTION USE IN CURRENT UL FIRE PROTECTION 1) FOLLOWING EQUIPMENT DIRECTORY,OR UL ONLINE CERTIFICATIONS DIRECTORY FOR FIRE PROTECTION,INTERNATIONAL CODE 2.03 BURIED PVC(POLYVINYL CHLORIDE)PIPE AND FITTINGS INSTALLATION AND SUCCESSFUL COMPLETION OF REQUIRED TESTS,BACKFILL PIPING IN LIFTS. A. OS&Y GATE: COUNCIL EVALUATION SERVICE REPORTS,OR FM GLOBAL APPROVAL GUIDE.ALL MATERIAL AND EQUIPMENT TO BE (a)IN"PIPE ZONE,"PLACE BACKFILL MATERIAL AND COMPACT IN LIFTS NOT TO EXCEED 6-INCHES IN DEPTH TO A A. PIPE:SDR-18,AWWA C900. 1. 2-1/2-INCHES AND LARGER:IRON BODY. NEW AND FROM A CURRENT MANUFACTURER. HEIGHT OF 12-INCHES ABOVE TOP OF PIPE.PLACE BACKFILL MATERIAL TO OBTAIN CONTACT WITH ENTIRE 2. PROVIDE PER AHJ REQUIREMENTS. B. FITTINGS: 2. 2-INCHES AND SMALLER:BRONZE BODY. PERIPHERY OF PIPE,WITHOUT DISTURBING OR DISPLACING PIPE. 3. REFERENCES TO PRODUCT SPECIFICATIONS FOR MATERIALS ARE LISTED ACCORDING TO ACCEPTED ANSI,ASTM, 1. AWVVA C907,CSA B137.2. B. SWING CHECK: IRON BODY,RUBBER AND BRONZE FACED CHECKS. (b)PLACE AND COMPACT BACKFILL ABOVE"PIPE ZONE"IN LAYERS NOT TO EXCEED 12-INCHES IN DEPTH. ASME,AWVVA AND OTHER BASE STANDARDS.MATERIALS TO MEET LATEST APPROVED VERSIONS OF THESE 2. PVC FITTINGS RESTRAINED WITH THRUST BLOCKS PER NFPA 24. C. WAFER CHECK:IRON BODY,RUBBER SEAT,SPRING ACTUATED. 2) BACKFILL MATERIAL: STANDARDS. 3. DUCTILE IRON FITTINGS AND RESTRAINING RODS:AWWA C110,350 PSI OR 24.13 BAR.CEMENT MORTAR LINED PER D. BUTTERFLY VALVES:DUCTILE IRON BODY WITH FACTORY-INSTALLED TAMPER SWITCHES. USE LUG BODY NEXT TO (a)BACKFILL MATERIAL IN"PIPE ZONE":3/4-INCH MINUS CRUSHED ROCK,SAND OR PEA GRAVEL. 4. FIRE SUPPRESSION SCREW-THREAD CONNECTIONS:COMPLY WITH LOCAL FIRE DEPARTMENT/FIRE MARSHAL AW'JA C104,FIELD ENCASED WITH 8 MIL POLYETHYLENE BAG PER AWWA C105.COAT ALL BOLTS,RESTRAINING RODS, PUMPS. ØINTERFACE E N G I N E E R I N G REGULATIONS FOR SIZES,THREADING AND ARRANGEMENT OF CONNECTIONS FOR FIRE DEPARTMENT EQUIPMENT TO AND THE LIKE WITH BITUMASTIC PRIOR TO ENCASEMENT IN THE POLYETHYLENE BAG. (b)CRUSHED ROCK, FILL SAND OR OTHER BACKFILL MATERIAL APPROVED ELSEWHERE IN SPECIFICATIONS MAY FIRE DEPARTMENT CONNECTIONS. 4. UNDERGROUND VALVES: FACTORY COATED WITH POWDERED EPDXY OR EQUIVALENT CORROSION RESISTANT E. AUTOMATIC BALL DRIP DRAIN VALVE:BRONZE,SPRING-TYPE. BE USED ABOVE"PIPE ZONE." 5. MANUFACTURERS:UNLESS AN ITEM IS MARKED"NO SUBSTITUTIONS",SUBMIT SUBSTITUTION REQUEST FOR COATING.BOLTS COATED WITH BITUMASTIC IN THE FIELD.ENCASE THE ENTIRE VALVE IN 8-MIL POLYETHYLENE BAG IN F. THREE-WAY GAUGE VALVE:BRASS;RATED TO 300 PSI. PROJECT 2019-0641 FF0 . 2 - MATERIALS OF OTHER THAN NAMED MANUFACTURERS. ACCORDANCE WITH AWWA C-105. G. AUTOMATIC AIR-RELEASE VALVE FOR WET SYSTEMS: - CONTACT JONATHAN VELASQUEZ 6. NOISE AND VIBRATION: C. INSTALL TRACER WIRE ON ALL NON-METALLIC UNDERGROUND WATER LINES.TYPE R.H.W.,#10 A.W.G.STRANDED. 1. RATED TO 175 PSI. I 100 SW Main Street,Suite 1600 a. INSTALL VIBRATION ISOLATORS AND MEASURES REQUIRED TO PREVENT NOISE AND VIBRATION FROM BEING 2.04 JOINT RESTRAINTS 2. AUTOMATIC FLOAT-TYPE WITH SHUTOFF MOUNTED IN A WATER RETENTION PAN. Portland, 3 2 i TEL 503.,3822..22266 6 www.interfaceeng ineering.com \2019\2019-0641\cad\fire life safe} \0641fp0.1-fp0.3.dwg 11)7/2T 9 1:28:58 P ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER ;TANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641FP0.1 - FPO.3.DWG - FPO.1 I EDIT: 11/11/ 2019 4:35 PM BY JONATHANV I PLOT: 11/11/2019 4:36 PM BY KAYLA AHNEN 4. C-CLAMP HANGERS:DO NOT ATTACH TO ONE SIDE OF DOUBLE-ANGLE BOTTOM MEMBERS. 7. TRAPEZE HANGER DETAILS AND CALCULATIONS,INCLUDING SIZE,LENGTH AND MATERIAL.ADDITIONALLY,PROVIDE 3.01 GENERAL INSTALLATION REQUIREMENTS g. COMPACTION OF TRENCH BACKFILL: 5. LOCATE AND INSTALL HANGERS,SUPPORTS AND ATTACHMENTS CONNECTING TO I-JOISTS,STRUCTURAL INSULATED SIZE,WEIGHT AND NUMBER OF PIPES TO BE CARRIED ON THE TRAPEZE. A. INSTALL PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. 1) WHERE COMPACTION OF TRENCH BACKFILL MATERIAL IS REQUIRED,USE ONE OF FOLLOWING METHODS OR PANELS(SIPS),CROSS LAMINATED TIMBER AND SIMILAR ENGINEERED STRUCTURAL PRODUCTS ACCORDING TO THE 8. ON SUBMITTAL AND AS-BUILT DRAWINGS,PROVIDE TEXT OF SPRINKLER LIST TO BE INSTALLED IN THE SPARE 3.02 SPRINKLERS COMBINATION THEREOF: STRUCTURAL PRODUCT MANUFACTURER SPECIFICATIONS. SPRINKLER CABINET. (a)MECHANICAL TAMPER, E. MAKE AVAILABLE TO THE ARCHITECT INFORMATION REQUIRED TO VERIFY THE ANCHORAGE,SWAY BRACING AND 1.05QUALITY ASSURANCE A. CENTER SPRINKLERS IN CENTER OR QUARTER POINTS OF SUSPENDED CEILING TILE. (b)VIBRATORY COMPACTER,OR RESTRAINT OF FIRE PROTECTION SYSTEMS. A. QUALITY ASSURANCE AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01, B. ALIGN SPRINKLERS WITH ARCHITECTURAL COLUMN LINES,LIGHTING,DIFFUSERS AND OTHER CEILING FEATURES.IN (c)OTHER APPROVED METHODS APPROPRIATE TO CONDITIONS ENCOUNTERED. 3.13 PIPE STANDS GENERAL REQUIREMENTS. UNFINISHED CEILINGS,ROUTE PIPING TO MINIMIZE VISUAL IMPACT.SPRINKLERS AND PIPING NOT SO ALIGNED ARE TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER. 2) ARCHITECT TO HAVE RIGHT TO CHANGE METHODS AND LIMITS TO BETTER ACCOMMODATE FIELD CONDITIONS. A. SECURE TO FLOOR. 1.06WARRANTY G. INSTALL DRY SPRINKLERS IN A MANNER WHICH DOES NOT TRAP WATER. COMPACTION SUFFICIENT TO ATTAIN 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT B. INSTALL TO MAINTAIN PIPE LEVEL AND PLUMB. A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY SECTION 21 00 00, FIRE SUPPRESSION BASIC - UNLESS NOTED OTHERWISE ON DRAWINGS OR ELSEWHERE IN SPECIFICATIONS.WATER"PUDDLING"OR REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS. 3.03 FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY "WASHING"IS PROHIBITED. G. SECURELY ATTACH TO SUPPORTED PIPE BY U-BOLT. A. INSTALL FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLIES WHERE PENDENT SPRINKLER HEADS ARE LOCATED IN 3.14 GAUGES 1.07SYSTEM DESCRIPTION ACOUSTIC CEILING TILES. A. KEEP PIPE OPENINGS CLOSED BY MEANS OF PLUGS OR CAPS TO PREVENT ENTRANCE OF FOREIGN MATTER. PROTECT A. PROVIDE COVERAGE FOR BUILDING AREAS AS INDICATED.FIELD VERIFY FIELD CONDITIONS PRIOR TO SUBMITTAL OF BID. V) PIPING AND FITTINGS AGAINST DIRTY WATER,CHEMICALS,AND MECHANICAL DAMAGE BOTH BEFORE AND AFTER A. INSTALL GAUGES CONVENIENTLY AND ACCESSIBLY LOCATED WITH REFERENCE TO FINISHED BUILDING FOR REPAIRS, ADJUST BID TO PROVIDE PROTECTION FEATURES IN ACCORDANCE WITH APPLICABLE CODES AND INTERPRETATIONS BY B. INSTALL WITH NO MORE BENDS THAN ARE INCLUDED IN EQUIVALENT FOOTAGE USED IN HYDRAULIC CALCULATIONS. INSTALLATION.RESTORE TO ORIGINAL CONDITION OR REPLACE DAMAGED PIPE AND FITTINGS PRIOR TO FINAL REMOVAL AND SERVICE. ^` ACCEPTANCE OF WORK. AHJ.PROVIDE DESIGN AND INSTALLATION BASED ON MORE STRINGENT REQUIREMENTS IF THIS SPECIFICATION AND AHJ C. MAINTAIN MANUFACTURER'S RECOMMENDED BENDING RADIUS AS INCLUDED IN EQUIVALENT FOOTAGE USED IN • uJ B. INSTALL WITH DIAL POSITIONED FOR MAXIMUM VISIBILITY. REQUIREMENTS DIFFER FROM CODE. HYDRAULIC CALCULATIONS. 3.04 JOINT RESTRAINTS 3.15 BELLS B. DESIGN PARAMETERS: D. AFFIX PERMANENT SIGN,LABEL OR DECAL AT EACH FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY ANCHORING A. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. A. LOCATE EXTERIOR ALARM BELLS AT 8-FEET ABOVE FINISHED GRADE.COORDINATE WITH ARCHITECT. 1. BUILDING AREA:AREAS WHERE THE QUANTITY AND/OR COMBUSTIBILITY OF CONTENTS IS LOW AND FIRE WITH COMPONENT LIMITING THE RELOCATION OF THE SPRINKLER. 0 'f'- B. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. B. COORDINATE WITH DIVISIONS 26,ELECTRICAL AND DIVISION 28,ELECTRONIC SAFETY. RELATIVELY LOW RATES OF HEAT RELEASE ARE EXPECTED. 3.04 OVERSIZED SPRINKLER ESCUTCHEONS 3.05 ABOVEGROUND BLACK STEEL PIPE AND FITTINGS 3.16 VALVES a. OCCUPANCY CLASSIFICATION:LIGHT. A. COORDINATE OVERSIZED SPRINKLER ESCUTCHEONS WITH CEILING CONSTRUCTION AND SPRINKLER STYLE. /1� A. PIPING ROUTING: 2. BUILDING AREA:AREAS WHERE COMBUSTIBILITY IS LOW,QUANTITY OF COMBUSTIBLES IS MODERATE,STOCKPILES OF B. PROVIDE FOR DRY SPRINKLER PENETRATIONS IN SUSPENDED CEILINGS. CI c 0 A. GENERAL: 0 1. ROUTE PIPING, EXCEPT AS OTHERWISE INDICATED,VERTICALLY AND HORIZONTALLY(SLOPED TO DRAIN).AVOID COMBUSTIBLES DO NOT EXCEED 8 FT.,AND FIRES WITH MODERATE RATES OF HEAT RELEASE ARE EXPECTED. 3.05 RISER MANIFOLD a 1. PROVIDE POST INDICATOR ON BURIED CONTROL VALVES. DIAGONAL RUNS WHEREVER POSSIBLE.ORIENT HORIZONTAL ROUTES PARALLEL WITH WALLS AND BEAM LINES. a. OCCUPANCY CLASSIFICATION:ORDINARY GROUP 1. A. INSTALL SO VALVES AND GAUGES ARE CONVENIENTLY AND ACCESSIBLY LOCATED WITH REFERENCE TO FINISHED vrn / 2. INSTALL PIPING AS SHOWN OR DESCRIBED BY DIAGRAMS,DETAILS AND NOTATIONS ON DRAWINGS OR,IF NOT 2. INSPECT VALVES FOR LEAKS.ADJUST OR REPLACE PACKING TO STOP LEAKS.REPLACE VALVE IF LEAK PERSISTS. 3. BUILDING AREA:AREAS WHERE THE QUANTITY AND COMBUSTIBILITY OF CONTENTS ARE MODERATE TO HIGH, 0 /"1 B. INSTALLATION: BUILDING FOR REPAIRS,REMOVAL AND SERVICE. �,j INDICATED,INSTALL PIPING TO PROVIDE THE SHORTEST ROUTE WHICH DOES NOT OBSTRUCT USABLE SPACE ORSTOCKPILES OF CONTENTS WITH MODERATE RATES OF HEAT RELEASE DO NOT EXCEED 12 FT.,AND STOCKPILES OF O BLOCK ACCESS FOR SERVICING THE BUILDING AND ITS EQUIPMENT. 1. INSTALL VALVES WHERE REQUIRED FOR PROPER OPERATION,TESTING AND DRAINAGE.LOCATE VALVES SO AS TO BE CONTENTS WITH HIGH RATES OF HEAT RELEASE DO NOT EXCEED 8 FT. B. PROVIDE CONNECTION TO DRAIN. 0 %._ 3. INSTALL PIPING IN CONCEALED SPACES ABOVE FINISHED CEILINGS.PRIOR TO DESIGN AND INSTALLATION.OBTAIN ACCESSIBLE AND 50 THAT SEPARATE SUPPORT CAN BE PROVIDED WHEN NECESSARY.INSTALL CONVENIENTLY AND a. OCCUPANCY CLASSIFICATION:ORDINARY GROUP 2. C. PIPE PRESSURE RELIEF VALVE TO DRAIN. PRE-APPROVAL BY ARCHITECT FOR EXPOSED PIPING. ACCESSIBLY LOCATED WITH REFERENCE TO FINISHED BUILDING FOR REPAIRS, REMOVAL AND SERVICE. 4. DESIGN PARAMETERS ABOVE ARE NFPA 13 MINIMUMS.PROVIDE INCREASED DESIGN DENSITIES,DESIGN AREAS AND D. INSTALL WITH SUPERVISED CONTROL VALVE(S)AND CHECK VALVE. D Cl... 4. IN OPEN-TO-STRUCTURE AREAS WHICH ARE OPEN TO PUBLIC VIEW, ROUTE EXPOSED PIPING TO MINIMIZE VISUAL 2. SWING CHECK VALVES:INSTALL IN HORIZONTAL POSITION WITH HINGE PIN HORIZONTALLY PERPENDICULAR TO HOSE ALLOWANCES TO MEET REQUIREMENTS OF AHJ. 3.06 FLOOR CONTROL VALVE AND TEST ASSEMBLY n 0 IMPACT.OBTAIN ARCHITECT'S AND ENGINEER'S APPROVAL OF EXPOSED PIPING INSTALLATION. CENTERLINE OF PIPE.INSTALL FOR PROPER DIRECTION OF FLOW. G. SPRINKLER SYSTEM DESIGN TO INCLUDE A 10 PERCENT PRESSURE AND FLOW CUSHION BETWEEN SYSTEM DEMAND A. LOCATE IN AN AREA SO AS TO MINIMIZE VISUAL IMPACT. �i/ ,s 0�) 5. COORDINATE INSTALLATION WITH OTHER TRADES.ROUTE PIPING AS REQUIRED TO AVOID BUILDING STRUCTURE, 3. WAFER CHECK VALVES:INSTALL BETWEEN TWO FLANGES IN HORIZONTAL OR VERTICAL POSITION,POSITION FOR POINT AND AVAILABLE WATER SUPPLIES. v/ EQUIPMENT,PLUMBING PIPING,HVAC PIPING,DUCTWORK,LIGHTING FIXTURES,ELECTRICAL CONDUITS AND BUS PROPER DIRECTION OF FLOW. B. PROVIDE CONNECTION TO DRAIN. D. EXTEND HYDRAULIC CALCULATIONS FROM HYDRAULICALLY MOST REMOTE DESIGN AREA BACK TO LOCATION OF r D P C DUCTS AND SIMILAR WORK.FINAL LOCATION OF LIGHTING WILL HAVE PRIORITY OVER FINAL SPRINKLER LOCATIONS. C. PRESSURE RELIEF VALVES:PROVIDE PIPING TO PERMANENT DRAIN. PRESSURE HYDRANT OF FLOW TEST OR EFFECTIVE POINT OF WATER SUPPLY WHERE CHARACTERISTICS OF WATER C. PIPE PRESSURE RELIEF VALVE TO DRAIN. PROVIDE DRAINS TO TRAPPED SECTIONS OF SYSTEM WHICH RESULT FROM SUCH ROUTING.OTHER TRADES TAKEVI) cy PRECEDENCE FOR INSTALLATION SPACE. 3.17 PIPE,VALVE,AND FIRE PROTECTION EQUIPMENT IDENTIFICATION SUPPLY ARE KNOWN. 3.07 INSPECTOR'S TEST CONNECTION /11 6. SUPPORT PIPING ADJACENT TO WALLS,OVERHEAD CONSTRUCTION,COLUMNS AND OTHER STRUCTURAL AND A. INSTALL ENGRAVED PLASTIC LAMINATE OR CORROSION RESISTANT METAL SIGN OR PLASTIC EQUIPMENT MARKER, 1.08EXTRA STOCK A. LOCATE WHERE FULL FLOW DISCHARGE OR PRESSURE RELIEF VALVE DISCHARGE WILL NOT DO DAMAGE,INCLUDING ( VJ PERMANENT ENCLOSURE ELEMENTS OF THE BUILDING.LIMIT CLEARANCE TO 2-INCHES WHEREVER FURRING IS (I) SECURED WITH CORROSION-RESISTANT CHAIN OR PERMANENT ADHESIVE ON OR NEAR EACH ITEM OF FIRE A. PROVIDE EXTRA SPRINKLERS PER CODE. V/ DAMAGE TO LANDSCAPING AND WILL NOT CAUSE DANGEROUS CONDITIONS TO WALKING SURFACES OR DISCOLORATION r^ } INDICATED FOR CONCEALMENT OF PIPING.ALLOW FOR INSULATION THICKNESS.LOCATE INSULATED PIPING TO SUPPRESSION EQUIPMENT AND EACH OPERATIONAL DEVICE,AS SPECIFIED IN THIS SPECIFICATION IF NOT OTHERWISE TO BUILDING SURFACES. E PROVIDE MINIMUM 1-INCH CLEARANCE OUTSIDE INSULATION, SPECIFIED FOR EACH ITEM OR DEVICE. B. PROVIDE SUITABLE WRENCHES FOR EACH SPRINKLER TYPE AND METAL STORAGE CABINET IN RISER ROOM. B. LOCATE WITHIN 5-FEET OF FINISHED FLOOR. B. PROVIDE SIGNS FOR THE FOLLOWING GENERAL CATEGORIES OF EQUIPMENT AND OPERATIONAL DEVICES:VALVES, 1.09CONTROL VALVES U) '� 7. WHEREVER POSSIBLE IN FINISHED AND OCCUPIED SPACES,CONCEAL PIPING FROM VIEW BY LOCATING WITHIN 3.08 DRY-PIPE VALVE COLUMN OR BEAM ENCLOSURES,HOLLOW WALL CONSTRUCTION,OR ABOVE SUSPENDED CEILINGS.DO NOT ENCASE DRAINS, PUMPS,STANDPIPES,TANKS AND SIMILAR EQUIPMENT. A. SPRINKLER SYSTEM CONTROL VALVES TO BE OS&Y OR BUTTERFLY VALVES LOCATED INSIDE BUILDING IN A ROOM WITH A. INSTALL WITH SUFFICIENT ACCESS FOR EASE OF RESET. N HORIZONTAL ROUTES IN SOLID PARTITIONS, EXCEPT WHERE APPROVED. C. EACH NEW PIECE OF EQUIPMENT TO BEAR A PERMANENTLY ATTACHED IDENTIFICATION PLATE,LISTING OUTSIDE DOOR. C 0 8. GENERAL ELECTRICAL EQUIPMENT CLEARANCES:DO NOT ROUTE PIPING THROUGH ELECTRICAL ROOMS, MANUFACTURER'S NAME,CAPACITIES,SIZES AND CHARACTERISTICS. PART 2-PRODUCTS 3.09 DRY SYSTEM DRUM DRIP DRAINS TRANSFORMER VAULTS,ELEVATOR EQUIPMENT ROOMS AND OTHER ELECTRICAL OR ELECTRONIC EQUIPMENT D. PIPING TO BEAR THE MANUFACTURER'S NAME,SCHEDULE OF THICKNESS,SIZE AND ASTM IDENTIFICATION NUMBER 2.01 MANUFACTURERS A. LOCATE WITHIN 7-FEET OF FINISHED FLOOR. r SPACES AND ENCLOSURES.DO NOT ROUTE PIPING ABOVE ELECTRIC POWER OR LIGHTING PANEL,SWITCHGEAR,LOW B. COORDINATE DRAIN LOCATIONS WITH ARCHITECT PRIOR TO DESIGN AND INSTALLATION OF DRY SPRINKLER SYSTEM. CD VOLTAGE PANEL,OR SIMILAR ELECTRIC DEVICE. E. PROVIDE VALVE TAG ON EVERY VALVE,CONTROL DEVICE,MAIN DRAIN,AUXILIARY DRAIN,AND DRUM DRIP IN EACH A. SPRINKLERS: SYSTEM.EXCLUDE CHECK VALVES AND VALVES WITHIN FACTORY FABRICATED EQUIPMENT UNITS.LIST EACH TAGGED 3.10 NITROGEN SYSTEM 9. ROOMS PROTECTED BY ALTERNATIVE SYSTEMS:ROUTE WATER FILLED AND DRY SYSTEM PIPING AROUND ROOMS VALVE IN VALVE SCHEDULE FOR EACH PIPING SYSTEM. 1. FINISHED AREAS:VICTAULIC,VIKING,TYCO,RELIABLE,GLOBE,SENJU,OR APPROVED EQUIVALENT. Z C PROTECTED BY PRE-ACTION SYSTEMS,CLEAN AGENT SYSTEMS,GASEOUS SUPPRESSION SYSTEMS AND OTHER 2. NONFINISHED AREAS:VICTAULIC,VIKING,TYCO, RELIABLE,GLOBE,OR APPROVED EQUIVALENT. A. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. L.. 0 NNW= F. LIST EACH TAGGED ITEM AND ITS LOCATION IN VALVE SCHEDULE;IDENTIFY ON FIRE SUPPRESSION DRAWINGS. 0 0 ALTERNATIVE FIRE SUPPRESSION SYSTEMS. 3. DRY SPRINKLERS:VICTAULIC,VIKING,TYCO,RELIABLE,OR APPROVED EQUIVALENT. B. PROVIDE A NITROGEN PURGE VALVE AT FARTHEST POINT FROM NITROGEN GENERATOR. 4- 10.INSTALL PIPE RUNS TO MINIMIZE OBSTRUCTION TO OTHER WORK. G. INSTALL FRAMED,GLASS OR RIGID TRANSPARENT PLASTIC COVERED,MOUNTED VALVE SCHEDULE AND VALVE LOCATION 3.11 SPARE SPRINKLER CABINET T DRAWING IN MAIN RISER OR FIRE PUMP ROOM. B. FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY:VICTAULIC,FLEXHEAD INDUSTRIES,SPRINKFLEX,ARGCO,RELIABLE, �0 11.PITCH ALL DRY AND PRE-ACTION SYSTEM PIPING 1/4-INCH PER 10-FEET FOR MAINS AND 1/2-INCH PER 10-FEET FOR TYCO,VIKING,OR APPROVED EQUIVALENT. A. ATTACH TO WALL AT THE MAIN SPRINKLER SYSTEM RISER. BRANCH LINES,INCLUDING PIPE PASSING THROUGH BOTH WARM AND COLD AREAS. H. PROVIDE IDENTIFICATION SIGN ON CEILING TILE BELOW VALVE LOCATION. C. OVERSIZED SPRINKLER ESCUTCHEONS:VICTAULIC,VIKING,TYCO,RELIABLE,GLOBE,OR APPROVED EQUIVALENT. B. LOCATE SO COVER IS EASY TO OPEN AND READILY ACCESSIBLE. I I) 2 B. COUPLINGS: I. PROVIDE PERMANENT IDENTIFICATION SIGN AT PRESSURE REGULATING VALVES STATING REQUIRED SETTING OF PRESSURE REGULATOR. D. RISER MANIFOLD:VIKING,RELIABLE,AGF,TYCO,OR APPROVED EQUIVALENT. C. LOCATE IN AN AREA WITH A TEMPERATURE BETWEEN 40 AND 100 DEGREES FAHRENHEIT(4 AND 38 DEGREES CELSIUS). 0 1. INSTALL WHERE INDICATED ON DRAWINGS AND ON EACH SIDE OF PIECES OF EQUIPMENT TO PERMIT EASY REMOVAL OR APPROVED FLOOR CONTROL VALVE AND TEST ASSEMBLY::VICTAULIC,VIKING,TYCO, EQUIVALENT. D. LOCATE SPRINKLER WRENCHES INSIDE CABINET. OF EQUIPMENT. J. ADJUSTING: RELOCATE FIRE SUPPRESSION IDENTIFICATION DEVICE WHICH HAS BECOME VISUALLY BLOCKED. E. 0 V) F. INSPECTOR'S TEST CONNECTION: E. INSIDE THE CABINET,PROVIDE A LIST OF SPRINKLERS INSTALLED IN THE PROPERTY, INCLUDING SPRINKLER 2. DEBURR CUT EDGES. K. CLEANING:CLEAN FACE OF IDENTIFICATION DEVICES AND GLASS FRAMES OF VALVE CHARTS. L C. PIPE PENETRATIONS:WIRE PIPE CUTOUT COUPON AT POINT OF PIPE PENETRATION. 3.18 SIGNS 1. COMBINATION TEST AND DRAIN:VICTAULIC,AGF,OR APPROVED EQUIVALENT. IDENTIFICATION NUMBER,MANUFACTURER,MODEL,ORIFICE,DEFLECTOR TYPE,THERMAL SENSITIVITY AND PRESSURE e O 2. DRY SYSTEM INSPECTOR'S TEST CONNECTION:AGF,OR APPROVED EQUIVALENT. RATING,QUANTITY OF EACH TYPE TO BE CONTAINED IN THE CABINET AND ISSUE OR REVISION DATE OF THE LIST. (3) ( 0 D. PIPE AND PIPE FITTINGS: A. GENERAL INFORMATION SIGNS:PROVIDE A GENERAL INFORMATION SIGN USED TO DETERMINE SYSTEM DESIGN BASIS END OF SECTION •�� N 1. EXPANSION AND FLEXIBILITY: INSTALL WORK WITH DUE REGARD FOR EXPANSION AND CONTRACTION TO PREVENT AND INFORMATION RELEVANT TO THE INSPECTION,TESTING AND MAINTENANCE REQUIREMENTS REQUIRED BY NFPA 25, G. DRY-PIPE VALVE:VICTAULIC,VIKING,TYCO,OR APPROVED EQUIVALENT. ,...0 STANDARD FOR THE INSPECTION,TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS.SUCH DAMAGE TO THE PIPING, EQUIPMENT, BUILDING AND ITS CONTENTS.PROVIDE PIPING OFFSETS, LOOPS,APPROVED GENERAL INFORMATION IS TO BE PROVIDED WITH A PERMANENTLY MARKED WEATHERPROOF METAL OR RIGID PLASTIC H. DRY SYSTEM DRUM DRIP DRAINS:CUSTOM PIPING AND VALVES PER NFPA 13,AGF,OR APPROVED EQUIVALENT. TYPE EXPANSION JOINTS,SWAY BRACING,WIRE RESTRAINTS,VERTICAL RESTRAINTS,FLEXIBLE COUPLINGS OR SIGN,SECURED WITH CORROSION-RESISTANT WIRE,CHAIN,OR OTHER ACCEPTABLE MEANS.SUCH SIGNS ARE TO BE I. NITROGEN SYSTEM:SOUTH-TEK,POTTER ELECTRICAL SIGNAL,OR APPROVED EQUIVALENT. OTHER MEANS TO CONTROL PIPE MOVEMENT AND TO MINIMIZE PIPE FORCES. PLACED AT EACH SYSTEM CONTROL RISE LOOP AND AUXILIARY SYSTEM CONTROL VALVE.THE SIGN IS TO INCLUDE THE J. SPARE SPRINKLER CABINET:VICTAULIC,FPPI,TYCO,ALLIED,POTTER ROEMER,OR APPROVED EQUIVALENT. PROJECT NO. 2. COORDINATE SUPPORT OF PIPE 4-INCHES AND LARGER WITH STRUCTURAL ENGINEER. FOLLOWING INFORMATION: 2.02 SPRINKLERS 19-123.1 3. PROVIDE CLEARANCES AROUND PIPING PER NFPA 13. 1. NAME AND LOCATION OF THE FACILITY PROTECTED • 4. INSTALL DRY AND PRE-ACTION WELDED PIPE WITH WELDS FACING VERTICALLY UP,OR WHERE THIS IS NOT POSSIBLE, A. FINISHED AREAS: 2. PRESENCE OF HIGH-PILED ANDIOR RACK STORAGE DRAWN BY AS CLOSE AS POSSIBLE TO VERTICAL BETWEEN 46 DEGREES AND 234 DEGREES.INTENT IS TO MINIMIZE CORROSION 1. TYPE:GLASS-BULB. CAUSED BY MOISTURE IN THE BOTTOM OF PIPES. 3. MAXIMUM HEIGHT OF STORAGE PLANNED 2. STYLE:CONCEALED, RECESSED. JV 4. FLOW TEST DATA "3.06 WALL AND FLOOR PENETRATIONS AND SLEEVES 3. RESPONSE:QUICK-RESPONSE. CHECKED BY : A. ESCUTCHEONS: INSTALL ON EXPOSED PIPES PASSING THROUGH WALLS OR FLOORS. 5. LOCATION OF AUXILIARY DRAINS AND LOW POINT DRAINS 4. FINISH:CHROME,WHITE POLYESTER. 1. PIPE SLEEVES:LAY OUT WORK IN ADVANCE OF POURING CONCRETE AND FURNISH AND SET SLEEVES NECESSARY TO 6. ORIGINAL RESULTS OF MAIN DRAIN FLOW TEST 5. ESCUTCHEON:WHITE POLYESTER. MO COMPLETE WORK. 7. NAME OF INSTALLING CONTRACTOR OR DESIGNER 6. COVERPLATE FOR CONCEALED SPRINKLERS:FLAT PLATE,WHITE. DATE : 2. FLOOR SLEEVES: PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION.EXTEND 8. INDICATION OF PRESENCE AND LOCATION OF OTHER AUXILIARY SYSTEMS. B. NONFINISHED AREAS: 1 1.l 1.2019 SLEEVE 1-INCH ABOVE FINISHED FLOOR.CAULK PIPES PASSING THROUGH FLOOR WITH NONSHRINKING FIRE AND B. DRY SIGNS:AT SYSTEM RISER SUPPLYING DRY SYSTEMS,PROVIDE THE FOLLOWING INFORMATION:VOLUME IN GALLONS WATER RESISTANT GROUT OR APPROVED EQUIVALENT CAULKING COMPOUND.CAULK/SEAL PIPING PASSING CONTAINED IN EACH SYSTEM. 1. TYPE:GLASS-BULB. REVISION THROUGH FIRE RATED BUILDING ASSEMBLY WITH UL RATED ASSEMBLIES.PROVIDE FIRE-RATED ASSEMBLIES PER 3.19 DRAINS 2. RESPONSE:QUICK-RESPONSE. LOCAL AHJ REQUIREMENTS. 3. FINISH:BRASS. 3. WALL SLEEVES:PROVIDE SLEEVES ON PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION.PROVIDE A. LOCATE DRAIN CONNECTIONS WITHIN 7-FEET OF FLOOR.PROVIDE PIPING CAPABLE OF BEING FULLY DRAINED. SLEEVE FLUSH WITH FINISHED FACE OF WALL.CAULK PIPES PASSING THROUGH WALLS WITH NON-SHRINKING B. PROVIDE A DRAIN VENT AT TOP OF VERTICAL DRAINS.COORDINATE WITH DIVISION 22,PLUMBING. C. DRY SPRINKLERS: CAULKING COMPOUND.CAULK/SEAL PIPING PASSING THROUGH FIRE-RATED BUILDING ASSEMBLIES WITH UL LISTED 1. TYPE:GLASS-BULB. C. COORDINATE LOCATION OF AUXILIARY DRAINS WITH ARCHITECT.ARCHITECT TO APPROVE LOCATION BEFORE DRAIN IS OR FM APPROVED FIRE-RATED FIRESTOPPING COMPOUND.PROVIDE FIRE-RATED ASSEMBLIES PER LOCAL AHJ INSTALLED. 2. STYLE:CONCEALED, RECESSED. REQUIREMENTS. 4. BEAM SLEEVES:COORDINATE WITH TRADES FOR LOCATIONS OF PIPE SLEEVES IN REINFORCED CONCRETE AND D. PROTECT DRAINS FROM TAMPERING AND ACCIDENTAL OPERATION. 3. RESPONSE:QUICK-RESPONSE. STEEL BEAMS.PENETRATIONS MUST BE INDICATED ON STRUCTURAL SHOP DRAWINGS.SEE DRAWINGS AND E. PROTECT DRAIN DISCHARGE AT THE EXTERIOR WITH A TURNED-DOWN 45 DEGREE ELBOW. 4. FINISH:CHROME,WHITE POLYESTER. SPECIFICATIONS FOR SPECIFIC SLEEVE LOCATION LIMITATIONS.PIPE SLEEVE LOCATIONS MUST BE INDICATED ON END OF SECTIONSECTION 21 13 00-FIRE SUPPRESSION SPRINKLER SYSTEMS 5. ESCUTCHEON:CHROME,WHITE POLYESTER. REINFORCED CONCRETE AND STEEL BEAM SHOP DRAWINGS.FIELD CUTTING OF BEAMS NOT ALLOWED WITHOUT 6. COVERPLATE FOR CONCEALED SPRINKLERS:FLAT PLATE,CHROME,WHITE. WRITTEN APPROVAL OF STRUCTURAL ENGINEER. NO EXTRA COSTS ALLOWED FOR FAILURE TO COORDINATE BEAM PART 1 -GENERAL PENETRATIONS PRIOR TO REINFORCED CONCRETE AND STEEL BEAM SHOP DRAWING SUBMITTAL. 1.01SUMMARY 7. DRY SPRINKLER BOOT; MANUFACTURED FOR USE WITH THE DRY SPRINKLER IT PROTECTS. 5. PENETRATIONS IN FIRE-RATED WALUFLOOR ASSEMBLIES: A. WORK INCLUDED: D. PENDENT SPRINKLERS SUPPLIED BY DRY OR PREACTION PIPING:DRY PENDENT TYPE. a. REFERENCE DIVISION 07,THERMAL AND MOISTURE PROTECTION. 1. SPRINKLERS 2.03 FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY b. COORDINATE WITH DRAWINGS LOCATION OF FIRE RATED WALLS,CEILINGS AND FLOORS.WHEN THESE 2. FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY-FOR FIRE SPRINKLERS IN SUSPENDED CEILINGS WHICH ARE A. FULLY WELDED NON-MECHANICAL FITTINGS,STAINLESS STEEL,BRAIDED,LEAK-TESTED WITH MINIMUM 1-INCH ASSEMBLIES ARE PENETRATED,SEAL AROUND PIPING AND EQUIPMENT WITH APPROVED FIRESTOPPING MATERIAL. SUPPLIED BY A WET PIPE SYSTEM. TRUE-BORE INTERNAL CORRUGATED HOSE DIAMETER. 175 PSI. c. PROVIDE PROPER SIZING WHEN PROVIDING SLEEVES OR CORE-DRILLED HOLES TO ACCOMMODATE THE 3. OVERSIZED SPRINKLER ESCUTCHEONS-FOR DRY SPRINKLERS IN SUSPENDED CEILINGS WHICH ARE SUPPLIED BY A B. CEILING BRACKET:GALVANIZED STEEL,DIRECT ATTACHMENT TYPE,WITH INTEGRATED SNAP-ON CLIP ENDS AND PENETRATION.FIRESTOP VOIDS BETWEEN SLEEVE OR CORE-DRILLED HOLE AND PIPE PASSING THROUGH TO MEET WET PIPE OR DRY PIPE SYSTEM. REMOVABLE FLEXIBLE HOSE ATTACHMENT WITH SET SCREW.FM1637,UL 2443. THE REQUIREMENTS OF ASTM E814 AND NFPA. 4. RISER MANIFOLD C. AFFIX PERMANENT SIGN,LABEL OR DECAL AT EACH FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY ANCHORING d. INSTALL FIRESTOPPING MATERIAL COMPLETE AS DIRECTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FLOOR CONTROL VALVE AND TEST ASSEMBLY COMPONENT LIMITING THE RELOCATION OF THE SPRINKLER. MEET REQUIREMENTS OF ASTM E814. 6. INSPECTOR'S TEST CONNECTION 2.04 OVERSIZED SPRINKLER ESCUTCHEONS 3.07 SWITCHES,VALVE SUPERVISORY A. METAL. 7. DRY-PIPE VALVE A. COORDINATE WITH DIVISION 28, ELECTRONIC SAFETY. B. PROVIDE OVERSIZED CEILING PENETRATIONS AND OVERSIZED SPRINKLER ESCUTCHEONS FOR PENDENT SPRINKLERS 8. DRY SYSTEM DRUM DRIP DRAINS TO COMPLY WITH BUILDING CODE AND ASCE-7 SEISMIC REQUIREMENTS. 3.08 SWITCHES,WATER DETECTOR 9. NITROGEN SYSTEM A. WIRE PIPE CUTOUT COUPON AT POINT OF CONNECTION OF SWITCH TO PIPE. C. SAME MANUFACTURER AS SPRINKLERS. 10.SPARE SPRINKLER CABINET B. FLOW SWITCHES:CONNECT TO SYSTEM SIDE OF VALVES AND DRAIN CONNECTIONS. 2.05 RISER MANIFOLD B. THIS ISA CONTRACTOR DESIGNED SYSTEM.CONTACT AHJ PRIOR TO BID TO VERIFY FIRE SYSTEM REQUIREMENTS. C. COORDINATE WITH DIVISION 28,ELECTRONIC SAFETY. PROVIDE DESIGN COMPLIANT WITH CODES AS INTERPRETED BY AHJ. A. WATER-FLOWALARM,GAUGE,INTEGRAL PRESSURE RELIEF VALVE CONNECTED TO DRAIN,PRESSURE GAUGE WITH 3.09 HANGERS AND SUPPORTS 3-WAY GAUGE CONTROL VALVE AND DRAIN VALVE,INTEGRAL PRESSURE RELIEF VALVE CONNECTED TO DRAIN,SIGHT C. SCOPE: GLASS,SMOOTH BORE ORIFICE UNION OF SAME SIZE AS SMALLEST ORIFICE SPRINKLER INSTALLED. PROVIDE COVER A. INSTALLATION OF PIPE HANGERS,INSERTS AND SUPPORTS TO CONFORM TO NFPA 13. PROVIDE ADJUSTABLE HANGERS, 1. WET-PIPE SPRINKLER SYSTEM. TAMPER SWITCH WHEN REQUIRED BY AHJ. INSERTS, BRACKETS,CLAMPS,SUPPLEMENTARY STEEL AND OTHER ACCESSORY MATERIALS REQUIRED FOR PROPER 2. DRY-PIPE SPRINKLER SYSTEM AND/OR DRY BARREL SPRINKLERS FOR AREAS SUBJECT TO 40 DEGREES F OR LESS. 2.06 FLOOR CONTROL VALVE AND TEST ASSEMBLY SUPPORT OF PIPE LINES AND EQUIPMENT.PROVIDE SUPPLEMENTARY MATERIALS FOR PROPER SUPPORT AND ATTACHMENT OF HANGERS. 3. PRIVATE FIRE SERVICE MAIN RUNNING FROM 5-FEET OUTSIDE THE BUILDING TO THE INLET CONNECTION INSIDE THE A. CONTROL VALVE,WATER-FLOW ALARM,INTEGRAL PRESSURE RELIEF VALVE CONNECTED TO DRAIN,SIGHT GLASS, BUILDING. PROVIDE REQUIRED VALVES AND APPURTENANCES. SMOOTH BORE ORIFICE UNION OF SAME SIZE AS SMALLEST ORIFICE SPRINKLER INSTALLED. 3.10 STRUTS AND STRUT CLAMPS A. INSTALL PER MANUFACTURER'S LISTED ORIENTATION. D. COORDINATE LOCATION AND TYPE OF TAMPER,FLOW AND PRESSURE SWITCHES AND FIRE ALARM SYSTEM. 2.07 INSPECTOR'S TEST CONNECTION 3.11 SWAY BRACES AND RESTRAINTS E. PROVIDE ELECTRICAL CONNECTIONS AND WIRING AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. INCLUDES A. COMBINATION TEST AND DRAIN:BRONZE BODY,BRASS STEM, IMPREGNATED TEFLON SEAT,CHROME COATED BRASS BUT IS NOT LIMITED TO BELLS,AIR COMPRESSORS,SUMP PUMPS, FIRE PUMPS,JOCKEY PUMPS AND PUMP BALL,STEEL HANDLE WITH POSITIVE STOPS,TAMPER RESISTANT TEST ORIFICE,INTEGRAL TAMPER RESISTANT SIGHT A. LOCATE PER ORIENTATION AND SPACING AS REQUIRED BY SWAY BRACE CALCULATIONS. CONTROLLERS. GLASSES,TAPPED AND PLUGGED PORT FOR SYSTEM ACCESS,STEEL IDENTIFICATION PLATE.PROVIDE WITH PRESSURE B. ATTACH SWAY BRACING DIRECTLY TO PIPE OR EQUIPMENT BEING BRACED. 1.02RELATED SECTIONS RELIEF VALVE AND DRAINAGE PIPING WITH BRONZE BODY AND STAINLESS STEEL SPRING. C. DO NOT ATTACH SWAY BRACING TO BOTTOM OF TRUSS MEMBERS. A. CONTENTS OF DIVISION 21,FIRE SUPPRESSION AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. B. DRY SYSTEM INSPECTOR'S TEST CONNECTION:BRONZE,BRASS STEM,STEEL HANDLE,CHROME-PLATED BRONZE BALL, TEFLON VALVE SEAT,TAMPER AND CORROSION RESISTANT ORIFICE EQUIVALENT TO SMALLEST SPRINKLER ORIFICE, 3.12 ANCHORS AND ATTACHMENTS B. IN ADDITION,REFERENCE THE FOLLOWING: SIGHT FLOW CONNECTION. A. IN POST-TENSION CONSTRUCTION, DETERMINE LOCATION OF POST-TENSION CABLES AND INSTALL ANCHORS TO AVOID 1. DIVISION 22, PLUMBING 2.08 DRY-PIPE VALVE CONTACT OR INTERFERENCE WITH POST-TENSION CABLES.COORDINATE WITH STRUCTURAL. 2. DIVISION 23,HEATING,VENTILATING AND AIR-CONDITIONING A. DIFFERENTIAL OR LOW PRESSURE ACTUATOR TYPE. B. DO NOT USE POWDER-DRIVEN ATTACHMENTS. 3. DIVISION 26,ELECTRICAL B. TRIM AS RECOMMENDED BY MANUFACTURER FOR VARIABLE PRESSURE SERVICE,INCLUDING AIR MAINTENANCE DEVICE, C. BUILDING ATTACHMENTS AND INSERTS:INSTALL BUILDING ATTACHMENTS WITHIN CONCRETE SLABS OR ATTACH TO 4. DIVISION 28,ELECTRONIC SAFETY ELECTRIC LOW PRESSURE ALARM SWITCH,PRIMING VALVES AND TEST,MAIN DRAIN AND PRESSURE GAUGES. STRUCTURAL STEEL.INSTALL ADDITIONAL ATTACHMENTS AT CONCENTRATED LOADS,INCLUDING VALVES AND FLANGES, 5. SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS C. EXTERNAL RESET. SPECIFICATIONS FOR SIZES NPS 2-1/2 AND LARGER.INSTALL CONCRETE INSERTS BEFORE CONCRETE IS PLACED;FASTEN INSERTS TO FORMS AND INSTALL REINFORCING BARS THROUGH OPENINGS AT TOP OF INSERTS. 6. SECTION 21 05 00,COMMON WORK RESULTS FOR FIRE SUPPRESSION 2.09 DRY SYSTEM DRUM DRIP DRAINS - FIRE PROTECTION D. HANGER AND SUPPORT ATTACHMENTS: 1.03REFERENCES AND STANDARDS A. NORMALLY OPEN UPPER BALL VALVE WITH LEVER HANDLE. 1. CONCRETE: A. REFERENCES AND STANDARDS AS REQUIRED BY SECTION 21 00 00, FIRE SUPPRESSION BASIC REQUIREMENTS AND B. NORMALLY CLOSED LOWER BALL VALVE WITH LEVER HANDLE. a. BEFORE POURING:PRIOR TO INSTALLATION,COORDINATE LOCATIONS OF CAST IN PLACE CONCRETE INSERTS DIVISION 01,GENERAL REQUIREMENTS. 2.10 NITROGEN SYSTEM WITH OTHER TRADES.INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1.04SUBMlTTALS A. COMPLETE SYSTEM PACKAGE FROM ONE MANUFACTURER,CONSISTING OF:NITROGEN GENERATION SYSTEM,OILLESS b. AFTER POURING: A. SUBMITTALS AS REQUIRED BY SECTION 21 00 00,FIRE SUPPRESSION BASIC REQUIREMENTS AND DIVISION 01,GENERAL AIR COMPRESSOR, BUILDING MONITORING SYSTEM,ALARM INTEGRATION,AUTO PURGE SYSTEM,AUTO PURGE REMOTE 1) WHERE SUPPORTS IN SLABS ARE REQUIRED AFTER CONCRETE HAS BEEN POURED,PROVIDE DRILLED-IN REQUIREMENTS. ANNUNCIATOR AND SUPERVISORY GAS MONITORING AND AIR MAINTENANCE DEVICE.ALL COMPONENTS TO BE THREADED INSERTS(MECHANICAL-EXPANSION ANCHORS), INSTALLED IN ACCORDANCE WITH MANUFACTURER'S B. IN ADDITION, PROVIDE: COMPATIBLE WITH EACH OTHER. RECOMMENDATIONS, 1. HYDRAULIC CALCULATIONS. 2.11 SPARE SPRINKLER CABINET 2) INSTALL MECHANICAL-EXPANSION ANCHORS AFTER CONCRETE IS COMPLETELY CURED AND IN ACCORDANCE 2. SWAY BRACE CALCULATIONS. A. NFPA 13 SYSTEMS:SIZED TO ACCOMMODATE A MINIMUM OF TWO SPARE SPRINKLERS OF EACH SPRINKLER WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. IDENTIFICATION NUMBER(SIN),MANUFACTURER,MODEL,ORIFICE,DEFLECTOR TYPE,TEMPERATURE AND THERMAL 3) WHERE ANCHORS ARE TO BE INSTALLED IN POST-TENSION CONSTRUCTION,DETERMINE AND AVOID LOCATIONS 3. DETAILS OF SWAY BRACING. SENSITIVITY,OR A MINIMUM OF SIX SPRINKLERS FOR FACILITIES HAVING UNDER 300 SPRINKLERS,OR A MINIMUM OF 12 INTERFACE ENGINEER 1 N G OF POST-TENSION CABLES PRIOR TO DRILLING. 4. DETAILS OF INTERVAL AND END OF BRANCH LINE RESTRAINTS. SPRINKLERS FOR FACILITIES HAVING 300 TO 1000 SPRINKLERS,OR A MINIMUM OF 24 SPRINKLERS FOR FACILITIES HAVING 2. METAL FLOOR DECK:SUPPORT HANGERS PER UL LISTING OR FM APPROVAL FOR SELECTED CONCRETE INSERT 5. DETAILS OF FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY,INCLUDING NUMBER AND RADIUS OF BENDS, OVER 1000 SPRINKLERS,WHICHEVER IS MORE. JONATHAN VELASQUEZ CORRESPONDING TO EQUIVALENT FEET USED IN HYDRAULIC CALCULATIONS.PROVIDE DETAILS OF SIGN TO BE PROJECTONTA2019 0641 BEFORE POURING OF CONCRETE TOPPING,OR FROM BEAM CLAMPS FASTENED TO STRUCTURAL STEEL. B. WELDED STEEL WITH HINGED STEEL COVER. GONIAL_'"f F po • 3 3. STEEL JOISTS:SUPPORT HANGERS FROM BEAM CLAMPS FASTENED TO BAR JOISTS OR TO AUXILIARY STEEL BETWEEN INSTALLED AT EACH FLEXIBLE SPRINKLER HOSE FITTING ASSEMBLY. C. RED ENAMEL OR POLYESTER COATED FINISH INSIDE AND OUT. BAR JOISTS AS REQUIRED. 6. DETAILS OF OVERSIZED CEILING PENETRATIONS AND OVERSIZED SPRINKLER ESCUTCHEONS. 100 SW Main Street Suite 1600 PART 3-EXECUTION Portland,OR 97204 TEL 503.382.2266 www.interfaceengineering corn \2019\2019-0641\cad\fire life safet \0641fp0.1-fp0.3.dwg 11 7/65n1::28:5_8_P ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,iTANGE ASSOCIATES ARCHITECTS,INC. FILE.:2° - FPO.3.DWG - FPO. /11/2019 4:35 PM BY JONATHANV I PLOT: 11/11/2019 4:36 PM BY KAYLA AHNEN SECTION 28 00 01 -ELECTRONIC SAFETY BASIC REQUIREMENTS 1. THE BASIS OF DESIGN DESIGNATED PRODUCT ESTABLISHES THE QUALITIES AND CHARACTERISTICS FOR THE REQUIREMENTS FOR THIS PROJECT RELATING TO HAZARDOUS MATERIALS. ARCHITECT. PART 1 -GENERAL EVALUATION OF ANY COMPARABLE PRODUCTS BY OTHER LISTED ACCEPTABLE MANUFACTURERS IF INCLUDED IN THIS 3. DO NOT USE ANY MATERIALS CONTAINING A HAZARDOUS SUBSTANCE.IF HAZARDOUS MATERIALS ARE 3. SEE INDIVIDUAL EQUIPMENT SPECIFICATIONS FOR OTHER PAINTING. 1.01DESIGN-BUILD SUMMARY SPECIFICATION OR INCLUDED IN AN APPROVED SUBSTITUTION REQUEST AS JUDGED BY THE DESIGN PROFESSIONAL. ENCOUNTERED,DO NOT DISTURB; IMMEDIATELY NOTIFY OWNER AND ARCHITECT.HAZARDOUS MATERIALS WILL BE 4. STRUCTURAL STEEL:REPAIR DAMAGE TO STRUCTURAL STEEL FINISHES OR FINISHES OF OTHER MATERIALS 2. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT/PRODUCTS ARE BEING PROPOSED, IT IS THE RESPONSIBILITY OF REMOVED BY OWNER UNDER SEPARATE CONTRACT. DAMAGED BY CUTTING,WELDING OR PATCHING TO MATCH ORIGINAL. A. WORK INCLUDED IN 28 00 01 APPLIES TO DIVISION 28,ELECTRONIC SAFETY WORK TO PROVIDE MATERIALS,LABOR, PARTIES CONCERNED,INVOLVED IN,AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO VERIFY PART 3-EXECUTION TOOLS,PERMITS AND INCIDENTALS TO MAKE ELECTRONIC SAFETY SYSTEMS READY FOR OWNER'S USE FOR PROPOSED 5. CONDUIT:CLEAN,PRIMER COAT AND PAINT INTERIOR CONDUIT EXPOSED IN FINISHED AREAS WITH TWO COATS PAINT PROJECT. AND COMPARE THE CHARACTERISTICS AND REQUIREMENTS OF THAT FURNISHED TO THAT SPECIFIED AND/OR 3.01 ACCESSIBILITY AND INSTALLATION SUITABLE FOR METALLIC SURFACES.COLOR SELECTED BY ARCHITECT. 1,02DESIGN-BUILD INSTRUCTIONS SHOWN.IF GREATER CAPACITY AND/OR MORE MATERIALS AND/OR MORE LABOR ARE REQUIRED FOR THE ROUGH-IN, A. CONFIRM ACCESSIBILITY AND INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING 3.12 DEMOLITION CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR,THEN PROVIDE COMPENSATION REQUIREMENTS, DIVISION 01,GENERAL REQUIREMENTS,SECTION 28 00 01, ELECTRONIC SAFETY BASIC REQUIREMENTS A. CONFIRM REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 02, EXISTING CONDITIONS.IN THE A. THIS DOCUMENT IS ISSUED TO GIVE BIDDERS A BASIS FOR PREPARING A PROPOSAL TO DESIGN AND INSTALL A FOR ADDITIONAL CHARGES REQUIRED FOR THE PROPER ROUGH-IN,CIRCUITRY AND CONNECTIONS FOR THE AND INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SECTIONS. ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SECTIONS AND THE COMPLETE ELECTRONIC SAFETY SYSTEM FOR THIS PROJECT. EQUIPMENT BEING FURNISHED. NO ADDITIONAL CHARGES ABOVE THE BASE BID,INCLUDING RESULTING CHARGES B. ALTERNATES TO THIS DOCUMENT MAY BE OFFERED AS A SEPARATE PROPOSAL. FOR WORK PERFORMED UNDER OTHER DIVISIONS,WILL BE ALLOWED FOR SUCH REVISIONS.COORDINATE WITH THE B. INSTALL EQUIPMENT HAVING COMPONENTS REQUIRING ACCESS(I.E.,DEVICES,EQUIPMENT, ELECTRICAL BOXES,PANELS, FOLLOWING: 1.03DESIGN-BUILD DESIGN APPROACH REQUIREMENTS OF"SUBMITTALS."FOR ANY PRODUCT MARKED"OR APPROVED EQUIVALENT,"A SUBSTITUTION ETC.)SO THAT THEY MAY BE SERVICED,RESET,REPLACED OR RECALIBRATED BY SERVICE PEOPLE WITH NORMAL 1. SCOPE: N REQUEST MUST BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO PURCHASE,DELIVERY OR INSTALLATION. SERVICE TOOLS AND EQUIPMENT.DO NOT INSTALL EQUIPMENT IN OBVIOUS PASSAGEWAYS,DOORWAYS,SCUTTLES OR a. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE NECESSARY INFORMATION AND ADJUSTMENTS TO A. USE ISSPECIFICATION AS A GUIDE FOR DESIGN/ENGINEERING REQUIREMENTS,WORKMANSHIP AND MATERIALS OR CRAWLSPACES WHICH WOULD IMPEDE OR BLOCK INTENDED USAGE. ELECTRONIC SAFETY SYSTEM REQUIRED TO MEET AND ACCOMMODATE INSTALLATION OF NEW CONSTRUCTION. UTILIZE DESIGN-BUILD CONCEPT THROUGHOUT CONSTRUCTION PHASE OF PROJECT. 3. WHERE MANUFACTURER EQUIPMENT OR MODEL NUMBERS ARE INDICATED WITH NO EXCEPTIONS, SUBSTITUTIONS CODE, WORK. WILL BE REJECTED. C. INSTALL EQUIPMENT AND PRODUCTS COMPLETE AS DIRECTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. b. EXISTING CONDITIONS:DETERMINE EXACT LOCATION OF EXISTING UTILITIES AND EQUIPMENT BEFORE f, B. INVESTIGATE AND BE APPRISED OF APPLICABLE CODES,RULES,AND REGULATIONS AS ENFORCED BY AHJ. OBTAIN INSTALLATION INSTRUCTIONS FROM MANUFACTURER PRIOR TO ROUGH-IN OF EQUIPMENT AND EXAMINE COMMENCING WORK,COMPENSATE OWNER FOR DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND 0 M. SHOP DRAWINGS: INSTRUCTIONS THOROUGHLY.WHEN REQUIREMENTS OF INSTALLATION INSTRUCTIONS CONFLICT WITH CONTRACT C. VISIT THE SITE OF THE PROPOSED CONSTRUCTION.VERIFY AND INSPECT THE EXISTING SITE TO DETERMINE CONDITIONS PRESERVE UNDERGROUND UTILITIES.REPLACE DAMAGED ITEMS WITH NEW MATERIAL TO MATCH EXISTING. •— THAT AFFECT THIS WORK. 1. PROVIDE COORDINATED SHOP DRAWINGS WHICH INCLUDE PHYSICAL CHARACTERISTICS OF ALL SYSTEMS,DEVICE DOCUMENTS,REQUEST CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION.THIS INCLUDES PROMPTLY NOTIFY OWNER IF UTILITIES ARE FOUND WHICH ARE NOT SHOWN ON DRAWINGS. LAYOUT PLANS,AND CONTROL WIRING DIAGRAMS.REFERENCE INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY Q -�-1.04DESIGN-BUILD DESIGN CRITERIA/CALCULATIONS SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS FOR SHOP DRAWINGS OUTSIDE OF THESE PROPER INSTALLATION METHODS,SEQUENCING AND COORDINATION WITH OTHER TRADES AND DISCIPLINES. c. COORDINATE WITH OWNER SO THAT WORK CAN BE SCHEDULED NOT TO INTERRUPT OPERATIONS,NORMAL A. RELATED WORK SPECIFIED ELSEWHERE: REQUIREMENTS. D. EARTHWORK: ACTIVITIES,BUILDING ACCESS,ACCESS TO DIFFERENT AREAS.OWNER WILL COOPERATE TO BEST OF THEIR L 1. CONTENTS OF SECTION APPLY TO DIVISION 28,ELECTRONIC SAFETY SPECIFICATIONS. 2. PROVIDE SHOP DRAWINGS INDICATING ACCESS PANEL LOCATIONS,SIZE AND ELEVATION FOR APPROVAL PRIOR TO 1. CONFIRM EARTHWORK REQUIREMENTS IN CONTRACT DOCUMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS, ABILITY TO ASSIST IN COORDINATED SCHEDULE, BUT WILL REMAIN FINAL AUTHORITY AS TO TIME OF WORK 2. REQUIREMENTS OF SECTION ARE A MINIMUM FOR DIVISION 28,ELECTRONIC SAFETY SECTIONS,UNLESS OTHERWISE INSTALLATION. COMPLY WITH INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SECTIONS AND THE FOLLOWING: PERMITTED. a. PERFORM EXCAVATION,DEWATERING,SHORING,BEDDING,AND BACKFILL REQUIRED FOR INSTALLATION OF WORK 2. EXAMINATION: STATED IN EACH SECTION,IN WHICH CASE THAT SECTION'S REQUIREMENTS TAKE PRECEDENCE. N. SAMPLES:PROVIDE SAMPLES WHEN REQUESTED BY INDIVIDUAL SECTIONS. O IN THIS DIVISION IN ACCORDANCE WITH RELATED EARTHWORK DIVISIONS.CONTACT UTILITIES AND LOCATE a. DETERMINE EXACT LOCATION OF EXISTING UTILITIES AND EQUIPMENT BEFORE COMMENCING WORK,COMPENSATE 8 B. FIRE ALARM DESIGN CRITERIA: REFER TO SECTION 28 31 00,FIRE DETECTION AND ALARM,FOR FIRE ALARM SYSTEM O. RESUBMISSION REQUIREMENTS: EXISTING UTILITIES PRIOR TO EXCAVATION. REPAIR ANY WORK DAMAGED DURING EXCAVATION OR BACKFILLING. OWNER FOR DAMAGES CAUSED BY FAILURE TO LOCATE AND PRESERVE UTILITIES. REPLACE DAMAGED ITEMS WITH DESIGNICRITERIA. 1. MAKE ANY CORRECTIONS OR CHANGE IN SUBMITTALS WHEN REQUIRED BY ARCHITECT/ENGINEER REVIEW b. EXCAVATION:DO NOT EXCAVATE UNDER FOOTINGS,FOUNDATION BASES,OR RETAINING WALLS. NEW MATERIAL TO MATCH EXISTING. E CFIRE ALARM EQUIPMENT: REFER TO SECTION 28 31 00,FIRE DETECTION AND ALARM, FOR FIRE ALARM EQUIPMENT COMMENTS.PROVIDE SUBMITTALS AS SPECIFIED.THE ENGINEER WILL NOT BE REQUIRED TO EDIT AND/OR INTERPRET c. PROVIDE PROTECTION OF UNDERGROUND SYSTEMS.REVIEW THE PROJECT GEOTECHNICAL REPORT FOR b. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED FACILITIES. O REQUIREMENTS. THE CONTRACTOR'S SUBMITTALS.INDICATE CHANGES FOR THE RESUBMITTAL IN A COVER LETTER WITH REFERENCE 1.05SEC11ON INCLUDES TO PAGE(S)CHANGED AND REFERENCE RESPONSE TO COMMENT.CLOUD CHANGES IN THE SUBMITTALS. REFERENCES TO CORROSIVE OR DELETERIOUS SOILS WHICH WILL REDUCE THE PERFORMANCE OR SERVICE LIFE c. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS. ci) L OF UNDERGROUND SYSTEMS MATERIALS. 1) VERIFY ACCURACY OF INFORMATION SHOWN PRIOR TO BIDDING AND PROVIDE SUCH LABOR AND MATERIAL AS A. WORK INCLUDED IN 28 00 01,ELECTRONIC SAFETY BASIC REQUIREMENTS APPLIES TO DIVISION 28,ELECTRONIC SAFETY 2. RESUBMIT FOR REVIEW UNTIL REVIEW INDICATES NO EXCEPTION TAKEN OR"MAKE CORRECTIONS NOTED." E. FIRESTOPPING: IS NECESSARY TO ACCOMPLISH WORK. .� WORK TO PROVIDE MATERIALS,LABOR,TOOLS,PERMITS, INCIDENTALS,AND OTHER SERVICES TO PROVIDE AND MAKE 3. WHEN SUBMITTING DRAWINGS FOR ENGINEERS RE-REVIEW,CLEARLY INDICATE CHANGES ON DRAWINGS AND 1. CONFIRM FIRESTOPPING REQUIREMENTS IN DIVISION 07,THERMAL AND MOISTURE PROTECTION. 2) VERIFY LOCATION AND NUMBER OF ELECTRONIC SAFETY SYSTEM DEVICES,PANELS, ETC. IN FIELD. READY FOR OWNER'S USE OF ELECTRONIC SAFETY SYSTEMS FOR PROPOSED PROJECT. "CLOUD"ANY REVISIONS.SUBMIT A LIST DESCRIBING EACH CHANGE. 0 0 a P. OPERATION AND MAINTENANCE MANUALS,OWNER'S INSTRUCTIONS: 2. IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SECTIONS d. REPORT DISCREPANCIES TO ARCHITECT BEFORE DISTURBING EXISTING INSTALLATION. rn B. CONTRACT DOCUMENTS INCLUDE,BUT ARE NOT LIMITED TO,SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENTAND COORDINATE LOCATION AND PROTECTION LEVEL OF FIRE AND/OR SMOKE RATED WALLS,CEILINGS,AND FLOORS. v1 '1 AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS,DRAWINGS,ADDENDA, 1. REFERENCE INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SPECIFICATION SECTIONS FOR ADDITIONAL 3. PROMPTLY NOTIFY OWNER IF SYSTEMS ARE FOUND WHICH ARE NOT SHOWN ON DRAWINGS. WHEN THESE ASSEMBLIES ARE PENETRATED,SEAL AROUND CONDUIT,RACEWAY AND EQUIPMENT WITH APPROVED 4. EXECUTION: OWNER/ARCHITECT AGREEMENT,AND OWNER/CONTRACTOR AGREEMENT.CONFIRM REQUIREMENTS BEFORE REQUIREMENTS FOR OPERATIONS AND MAINTENANCE MANUALS. FIRESTOPPING MATERIAL. INSTALL FIRESTOPPING MATERIAL COMPLETE AS DIRECTED BY MANUFACTURER'Sc n"C D i— COMMENCEMENT OF WORK. 2. SUBMIT,AT ONE TIME, ELECTRONIC FILES(PDF FORMAT)OF MANUFACTURER'S OPERATION AND MAINTENANCE INSTALLATION INSTRUCTIONS. MEET REQUIREMENTS OF ASTM E814,STANDARD TEST METHOD FOR FIRE TESTS OF a. REMOVE EXISTING ELECTRONIC SAFETY EQUIPMENT, DEVICES AND ASSOCIATED WIRING FROM WALLS,CEILINGS, C. DEFINITIONS: INSTRUCTION MANUALS AND PARTS LISTS FOR EQUIPMENT OR ITEMS REQUIRING SERVICING.SUBMIT DATA WHEN THROUGH-PENETRATION FIRE STOPS. FLOORS,AND OTHER SURFACES SCHEDULED FOR REMODELING,RELOCATION,OR DEMOLITION UNLESS SHOWN AS V) Cr /1� 1. PROVIDE:TO FURNISH AND INSTALL,COMPLETE AND READY FOR INTENDED USE. WORK IS SUBSTANTIALLY COMPLETE AND IN SAME ORDER FORMAT AS SUBMITTALS.INCLUDE NAME AND LOCATION F. PLENUMS:IN PLENUMS,PROVIDE PLENUM RATED MATERIALS THAT MEET THE REQUIREMENTS TO BE INSTALLED IN RETAINED OR RELOCATED ON DRAWINGS. �jJ OF SOURCE PARTS AND SERVICE FOR EACH PIECE OF EQUIPMENT. b. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN ELECTRICAL CONTINUITY OF EXISTING SYSTEMS0 f f1 +- 2. FURNISH:SUPPLY AND DELIVER TO PROJECT SITE,READY FOR UNPACKING,ASSEMBLY AND INSTALLATION. PLENUMS. a. INCLUDE COPY OF APPROVED SUBMITTAL DATA ALONG WITHDURING CONSTRUCTION.REMOVE OR RELOCATE ELECTRICAL BOXES,CONDUIT,WIRING AND EQUIPMENT AS v SUBMITTAL REVIEW LETTERS RECEIVED FROM ENCOUNTERED IN REMOVED OR REMODELED AREAS IN EXISTING CONSTRUCTION AFFECTED BY THIS WORK. •D 3. INSTALL:INCLUDES UNLOADING,UNPACKING,ASSEMBLING,ERECTING,INSTALLING,APPLYING,FINISHING, 3.02 SEISMIC CONTROL PROTECTING,CLEANING AND SIMILAR OPERATIONS AT PROJECT SITE AS REQUIRED TO COMPLETE ITEMS OF WORK ENGINEER. DATA TO CLEARLY INDICATE INSTALLED EQUIPMENT MODEL NUMBERS.DELETE OR CROSS OUT DATA PERTAINING TO OTHER EQUIPMENT NOT SPECIFIC TO THIS PROJECTA. CONFIRM SEISMIC CONTROL REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,STRUCTURAL DOCUMENTS,AND c. REMOVE AND RESTORE WRING WHICH SERVES USABLE EXISTING OUTLETS CLEAR OF CONSTRUCTION OR . •— FURNISHED. INDIVIDUAL DIVISION 28 ELECTRONIC SAFETY SECTIONS. (I) . 4. APPROVED OR APPROVED EQUIVALENT:TO POSSESS THE SAME PERFORMANCE QUALITIES AND CHARACTERISTICS b. INCLUDE COPY OF MANUFACTURER'S STANDARD OPERATIONS AND MAINTENANCE FOR EQUIPMENT.AT FRONT OF DEMOLITION. 0 EACH TAB,PROVIDE ROUTINE MAINTENANCE DOCUMENTATION FOR SCHEDULED EQUIPMENT.INCLUDE B. EARTHQUAKE RESISTANT DESIGNS FOR ELECTRONIC SAFETY(DIVISION 28)SYSTEMS AND EQUIPMENT TO CONFORM TO d. IF EXISTING JUNCTION BOXES WILL BE MADE INACCESSIBLE,OR IF ABANDONED OUTLETS SERVE AS FEED V) AND FULFILL THE UTILITARIAN FUNCTION WITHOUT ANY DECREASE IN QUALITY,DURABILITY OR LONGEVITY.FOR 0 EQUIPMENT/PRODUCTS DEFINED BY THE CONTRACTOR AS"EQUIVALENT,"SUBSTITUTION REQUESTS MUST BE MANUFACTURER'S RECOMMENDED MAINTENANCE SCHEDULE AND HIGHLIGHT MAINTENANCE REQUIRED TO REGULATIONS OF JURISDICTION HAVING AUTHORITY. THROUGH BOXES FOR OTHER EXISTING ELECTRICAL EQUIPMENT WHICH IS BEING RETAINED,PROVIDE NEW n, SUBMITTED TO ENGINEER FOR CONSIDERATION, IN ACCORDANCE WITH DIVISION 01,GENERAL REQUIREMENTS,AND MAINTAIN WARRANTY.FURNISH LIST OF ROUTINE MAINTENANCE PARTS,INCLUDING PART NUMBERS,SIZES AND C. RESTRAINTS WHICH ARE USED TO PREVENT DISRUPTION OF FUNCTION OF PIECE OF EQUIPMENT BECAUSE OF CONDUIT AND WIRE TO BYPASS ABANDONED OUTLETS. 0 APPROVED BY THE ENGINEER PRIOR TO SUBMITTING BIDS FOR SUBSTITUTED ITEMS. QUANTITIES RELEVANT TO EACH PIECE OF EQUIPMENT. APPLICATION OF HORIZONTAL FORCE TO BE SUCH THAT FORCES ARE CARRIED TO FRAME OF STRUCTURE IN SUCH A e. IF EXISTING CONDUITS PASS THROUGH PARTITIONS OR CEILING WHICH ARE BEING REMOVED OR REMODELED, :3: .0 5. AUTHORITY HAVING JURISDICTION(AHJ):INDICATES REVIEWING AUTHORITIES HAVING JURISDICTION,INCLUDING c. INCLUDE COPY OF COMPLETE PARTS LIST FOR EQUIPMENT. INCLUDE AVAILABLE EXPLODED VIEWS OF ASSEMBLIES WAY THAT FRAME WILL NOT BE DEFLECTED WHEN APPARATUS IS ATTACHED TO A MOUNTING BASE AND EQUIPMENT PAD, PROVIDE NEW CONDUIT AND WIRE TO REROUTE CLEAR OF CONSTRUCTION OR DEMOLITION AND MAINTAIN 0) > AND SUB-ASSEMBLIES. OR TO STRUCTURE IN NORMAL WAY,UTILIZING ATTACHMENTS PROVIDED.SECURE EQUIPMENT AND DISTRIBUTION SERVICE TO EXISTING LOAD. LOCAL FIRE MARSHAL,OWNER'S INSURANCE UNDERWRITER,OWNER'S AUTHORIZED REPRESENTATIVE,AND OTHER SYSTEMS TO WITHSTAND A FORCE IN DIRECTION EQUAL TO VALUE DEFINED BY JURISDICTION HAVING AUTHORITY. ///�� 7:3 REVIEWING ENTITY WHOSE APPROVAL IS REQUIRED TO OBTAIN SYSTEMS ACCEPTANCE. d. INCLUDE WARRANTY PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS,DIVISION 01,GENERAL f. EXTEND CIRCUITING AND DEVICES IN EXISTING WALLS TO BE FURRED OUT. r 1.06RELATED SECTIONS REQUIREMENTS,SECTION 28 00 01,ELECTRONIC SAFETY BASIC REQUIREMENTS AND INDIVIDUAL SECTIONS. D. PROVIDE MEANS TO PROHIBIT EXCESSIVE MOTION OF SAFETY EQUIPMENT DURING EARTHQUAKE. g. REMOVE ABANDONED WIRING TO SOURCE OF SUPPLY. i.� U — A. CONTENTS OF SECTION APPLY TO DIVISION 28, ELECTRONIC SAFETY CONTRACT DOCUMENTS. e. INCLUDE PRODUCT CERTIFICATES OF WARRANTIES AND GUARANTEES. 3.03 REVIEW AND OBSERVATION h. REMOVE EXPOSED ABANDONED CONDUIT,INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE CEILING Li— B. RELATED WORK: f. INCLUDE COPY OF START-UP AND TEST REPORTS SPECIFIC TO EACH PIECE OF EQUIPMENT. A. CONFIRM REVIEW AND OBSERVATION REQUIREMENTS IN DIVISION 00, PROCUREMENT AND CONTRACTING FINISHES.CUT CONDUIT FLUSH WITH WALLS AND FLOORS,AND PATCH SURFACES. 0 g. INCLUDE COMMISSIONING REPORTS. REQUIREMENTS,DIVISION 01,GENERAL REQUIREMENTS,SECTION 28 00 01,ELECTRONIC SAFETY BASIC REQUIREMENTS i. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING UTILIZATION EQUIPMENT THAT HAS r 1. ADDITIONAL CONDITIONS APPLY TO THIS DIVISION INCLUDING,BUT NOT LIMITED TO: h. ENGINEER WILL RETURN INCOMPLETE DOCUMENTATION WITHOUT REVIEW. AND INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SECTIONS. BEEN REMOVED. I -0 L3 a. SPECIFICATIONS INCLUDING DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, I. ENGINEER WILL PROVIDE ONE SET OF REVIEW COMMENTS IN SUBMITTAL REVIEW FORMAT.ARRANGE FOR B. NOTIFY ARCHITECT,IN WRITING,AT FOLLOWING STAGES OF CONSTRUCTION SO THAT THEY MAY,AT THEIR OPTION,VISIT j. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS WHICH REMAIN ACTIVE.MODIFY INSTALLATION OR GENERAL REQUIREMENTS. SITE FOR REVIEW AND CONSTRUCTION OBSERVATION: PROVIDE ACCESS PANEL AS APPROPRIATE. 0 b. DRAWINGS ADDITIONAL REVIEWS; BEAR COSTS FOR ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES. 3. THOROUGHLY INSTRUCT OWNER IN PROPER OPERATION OF EQUIPMENT AND SYSTEMS.WHERE NOTED IN INDIVIDUAL 1. UNDERGROUND CONDUIT AND WIRE INSTALLATION PRIOR TO BACKFILLING. k. EXISTING ELECTRONIC SAFETY SYSTEM COMPONENTS ARE INDICATED ON DEMOLITION PLANS.VERIFY EXACT > c. ADDENDA SECTIONS,TRAINING WILL INCLUDE CLASSROOM INSTRUCTION WITH APPLICABLE TRAINING AIDS AND SYSTEMS 2. PRIOR TO COVERING WALLS WHEN ELECTRONIC SAFETY SYSTEMS INSTALLATION IS STARTED. LOCATION AND NUMBER OF EXISTING DEVICES AND COMPONENTS IN FIELD.ONLY PARTIAL EXISTING SYSTEMS (1) 0 V) d. OWNER/ARCHITECT AGREEMENT DEMONSTRATIONS.FIELD INSTRUCTION PER SECTION 28 00 01,ELECTRONIC SAFETY BASIC REQUIREMENTS ARTICLE 3. PRIOR TO CEILING COVER/INSTALLATION. SHOWN.LOCATIONS OF ITEMS SHOWN ON DRAWINGS AS EXISTING ARE PARTIALLY BASED ON RECORD AND OTHER ).— e. OWNER/CONTRACTOR AGREEMENT TITLED"DEMONSTRATION." 4. WHEN MAIN SYSTEMS,OR PORTIONS OF,ARE BEING TESTED AND READY FOR INSPECTION BY AHJ. DRAWINGS WHICH MAY CONTAIN ERRORS.VERIFY ACCURACY OF INFORMATION SHOWN PRIOR TO BIDDING AND 0 f. CODES,STANDARDS,PUBLIC ORDINANCES AND PERMITS 4. COPIES OF CERTIFICATES OF CODE AUTHORITY INSPECTIONS,ACCEPTANCE,CODE REQUIRED ACCEPTANCE TESTS, C. FINAL PUNCH:COSTS INCURRED BY ADDITIONAL TRIPS REQUIRED DUE TO INCOMPLETE SYSTEMS WILL BE THE I. PROVIDE SUCH LABOR AND MATERIAL AS IS NECESSARY TO ACCOMPLISH INTENT OF CONTRACT DOCUMENTS.REMOVE ABANDONED WRING TO LEAVE SITE CLEAN. Cy) CN 0 C. CONTENTS OF DIVISION 26,ELECTRICAL APPLY TO THIS SECTION. LETTER OF CONFORMANCE AND OTHER SPECIAL GUARANTEES,CERTIFICATES OF WARRANTIES,SPECIFIED RESPONSIBILITY OF THE CONTRACTOR. �. ELSEWHERE OR INDICATED ON DRAWINGS. m. IF EXISTING ELECTRICAL EQUIPMENT CONTAINS PCBS(POLYCHLORINATED BIPHENYL),REPLACE WITH NEW 1.07REFERENCES AND STANDARDS 3.04 CONTINUITY OF SERVICE Hum v— Q. RECORD DRAWINGS: NON-PCB EQUIPMENT.DISPOSE OF MATERIAL CONTAINING PCBS AS REQUIRED BY FEDERAL AND LOCAL A. REFERENCES AND STANDARDS PER DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, R. CONFIRM REQUIREMENTS 1N DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REGULATIONS. GENERAL REQUIREMENTS,INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SECTIONS AND THOSE LISTED IN THIS SECTION. 1. MAINTAIN AT SITE AT LEAST ONE SET OF DRAWINGS FOR RECORDING"AS-CONSTRUCTED"CONDITIONS.INDICATE ON REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS,COMPLY WITH B. CODES TO INCLUDE LATEST ADOPTED EDITIONS,INCLUDING CURRENT AMENDMENTS,SUPPLEMENTS AND LOCAL DRAWINGS CHANGES TO ORIGINAL DOCUMENTS BY REFERENCING REVISION DOCUMENT,AND INCLUDE BURIED INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SECTIONS AND THE FOLLOWING: n. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION WORK. PROJECT NO. JURISDICTION REQUIREMENTS IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS,OF/FROM: ELEMENTS AND LOCATION OF CONCEALED ITEMS. INCLUDE ITEMS CHANGED BY ADDENDA,FIELD ORDERS, 1. DURING REMODELING OR ADDITION TO EXISTING STRUCTURES,WHILE EXISTING STRUCTURE IS OCCUPIED,CURRENT o. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS WHICH REMAIN ACTIVE.MODIFY INSTALLATION OR SUPPLEMENTAL INSTRUCTIONS,AND CONSTRUCTED CONDITIONS. PROVIDE ACCESS PANEL AS APPROPRIATE. 19-123.1 1. STATE OF OREGON: SERVICES TO REMAIN INTACT UNTIL NEW CONSTRUCTION,FACILITIES OR EQUIPMENT IS INSTALLED. • a. OAR-OREGON ADMINISTRATIVE RULES 2. RECORD DRAWINGS ARE TO INCLUDE EQUIPMENT LOCATIONS,CALCULATIONS,AND SCHEDULES THAT ACCURATELY 2, PRIOR TO CHANGING OVER TO NEW SYSTEM,VERIFY THAT EVERY ITEM IS THOROUGHLY PREPARED.INSTALL NEW 5. EXISTING FIRE ALARM SYSTEM:MAINTAIN EXISTING SYSTEM IN SERVICE DURING CONSTRUCTION.DISABLE SYSTEM DRAWN BY ; REFLECT"AS CONSTRUCTED OR INSTALLED"FOR PROJECT. ONLY TO MAKE SWTCHOVERS AND CONNECTIONS. -- b. OESC-OREGON ELECTRICAL SPECIALTY CODE WIRING TO POINT OF CONNECTION. 3. AT COMPLETION OF PROJECT,INPUT CHANGES TO ORIGINAL PROJECT ON CAD DRAWINGS AND MAKE ONE SET OF 3. COORDINATE TRANSFER TIME TO NEW SERVICE WITH OWNER.IF REQUIRED,PERFORM TRANSFER DURING OFF PEAK a. NOTIFY OWNER BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. JJ c. OFC-OREGON FIRE CODE BLACK-LINE DRAWINGS CREATED FROM CAD FILES IN VERSION/RELEASE EQUAL TO CONTRACT DRAWINGS.SUBMITb. NOTIFY LOCAL FIRE SERVICE. d. OMSC-OREGON MECHANICAL SPECIALTY CODE CAD DISK AND DRAWINGS UPON SUBSTANTIAL COMPLETION. HOURS.ONCE CHANGEOVER IS STARTED,PURSUE TO ITS COMPLETION TO KEEP INTERFERENCE TO A MINIMUM.IF c. MAKE NOTIFICATIONS AT LEAST FIVE WORKING DAYS IN ADVANCE. CHECKED BY OVERTIME IS NECESSARY,THERE WILL BE NO ALLOWANCE MADE BY OWNER FOR EXTRA EXPENSE FOR SUCH e. OPSC-OREGON PLUMBING SPECIALTY CODE 4. SEE DIVISION 28,ELECTRONIC SAFETY INDIVIDUAL SECTIONS FOR ADDITIONAL ITEMS TO INCLUDE IN RECORD OVERTIME OR SHIFT WORK. d. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. MO f. OSSC-OREGON STRUCTURAL SPECIALTY CODE DRAWINGS. 4. ORGANIZE WORK TO MINIMIZE DURATION OF POWER INTERRUPTION. 3.13 ACCEPTANCE g. OZERCC-OREGON ZERO ENERGY READY COMMERCIAL CODE 1.09QUALITY ASSURANCE 3.05 CUTTING AND PATCHING A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL DATE h. OREGON ELEVATOR SPECIALTY CODE A. REGULATORY REQUIREMENTS:WORK AND MATERIALS INSTALLED TO CONFORM WITH ALL LOCAL,STATE AND FEDERAL A. CONFIRM CUTTING AND PATCHING REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY C. REFERENCE STANDARDS AND GUIDELINES INCLUDE BUT ARE NOT LIMITED TO THE LATEST ADOPTED EDITIONS FROM: CODES,AND OTHER APPLICABLE LAWS AND REGULATIONS.WHERE CODE REQUIREMENTS ARE AT VARIANCE WITH SECTIONS AND THE FOLLOWING: 11.1 1.2019 CONTRACT DOCUMENTS,MEET CODE REQUIREMENTS AS A MINIMUM REQUIREMENT AND INCLUDE COSTS NECESSARY AND DIVISION 01,GENERAL REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL 1. ABA-ARCHITECTURAL BARRIERS ACT DIVISION 28,ELECTRONIC SAFETY SECTIONS AND THE FOLLOWING: 1. SYSTEM CANNOT BE CONSIDERED FOR ACCEPTANCE UNTIL WORK IS COMPLETED AND DEMONSTRATED TO REVISION 2. ADA-AMERICANS WITH DISABILITIES ACT TO MEET THESE IN CONTRACT.MACHINERY AND EQUIPMENT ARE TO COMPLY WITH OSHA REQUIREMENTS,AS 1. PROPOSED FLOOR CUTTING/CORE DRILLING/SLEEVE LOCATIONS TO BE APPROVED BY PROJECT STRUCTURAL ARCHITECT THAT INSTALLATION IS IN STRICT COMPLIANCE WITH SPECIFICATIONS,DRAWINGS AND MANUFACTURER'S CURRENTLY REVISED AND INTERPRETED FOR EQUIPMENT MANUFACTURER REQUIREMENTS.INSTALL EQUIPMENT INSTALLATION INSTRUCTIONS,PARTICULARLY IN REFERENCE TO FOLLOWING: 3. ANSI-AMERICAN NATIONAL STANDARDS INSTITUTE PROVIDED PER MANUFACTURER RECOMMENDATIONS. ENGINEER.SUBMIT PROPOSED LOCATIONS TO ARCHITECT/PROJECT STRUCTURAL ENGINEER.WHERE SLABS ARE OF 4. ASCE-AMERICAN SOCIETY OF CIVIL ENGINEERS B. WHENEVER THIS SPECIFICATION CALLS FOR MATERIAL,WORKMANSHIP,ARRANGEMENT OR CONSTRUCTION OF HIGHER POST TENSION CONSTRUCTION, PERFORM X-RAY SCAN OF PROPOSED PENETRATION LOCATIONS AND SUBMIT SCAN a. CLEANING 5. ASHRAE-AMERICAN SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS QUALITY AND/OR CAPACITY THAN THAT REQUIRED BY GOVERNING CODES,HIGHER QUALITY AND/OR CAPACITY TAKE RESULTS INCLUDING PROPOSED PENETRATION LOCATIONS TO PROJECT STRUCTURAL ENGINEER/ARCHITECT FOR b. OPERATION AND MAINTENANCE MANUALS APPROVAL.WHERE SLABS ARE OF WAFFLE TYPE CONSTRUCTION,SHOW COLUMN CAP EXTENT AND CELL LOCATIONS c. TRAINING OF OPERATING PERSONNEL 6. ASHRAE GUIDELINE 0,THE COMMISSIONING PROCESS PRECEDENCE. RELATIVE TO PROPOSED PENETRATION(S). 7. ASME-AMERICAN SOCIETY OF MECHANICAL ENGINEERS C. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC AND REFLECT THE BASIS OF DESIGN MANUFACTURER'S EQUIPMENT. d. RECORD DRAWINGS 8. ASTM-ASTM INTERNATIONAL THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT DIMENSIONS,OR DETAILS OF EQUIPMENT OR PROPOSED 2. CUTTING,PATCHING AND REPAIRING FOR WORK SPECIFIED IN THIS DIVISION INCLUDING PLASTERING,MASONRY SYSTEMS LAYOUTWARRANTY AND GUARANTY CERTIFICATES VERIFY ACTUAL DIMENSIONS OF SYSTEMSEGCABLE TRAY, PANELS, ETC.)AND EQUIPMENT. (E.G.. . WORK,CONCRETE WORK,CARPENTRY WORK,AND PAINTING INCLUDED UNDER THIS SECTION WILL BE PERFORMED 9. CFR-CODE OF FEDERAL REGULATIONS ( BY SKILLED CRAFTSMEN OF EACH RESPECTIVE TRADE IN CONFORMANCE WITH APPROPRIATE DIVISION OF WORK. f. START-UP/TEST DOCUMENTS AND COMMISSIONING REPORTS 10.EPA-ENVIRONMENTAL PROTECTION AGENCY PROPOSED TO ASSURE THAT SYSTEMS AND EQUIPMENT WILL FIT IN AVAILABLE SPACE.CONTRACTOR IS RESPONSIBLE 3. ADDITIONAL OPENINGS REQUIRED IN BUILDING CONSTRUCTION TO BE MADE BY DRILLING OR CUTTING.USE OF JACK 3.14 FIELD QUALITY CONTROL 11.Ell-ELECTRICAL TESTING LABORATORIES FOR DESIGN AND CONSTRUCTION COSTS INCURRED FOR EQUIPMENT OTHER THAN BASIS OF DESIGN,INCLUDING,BUT NOT LIMITED TO,ARCHITECTURAL,STRUCTURAL,ELECTRICAL,HVAC,FIRE SPRINKLER,AND PLUMBING SYSTEMS. HAMMER IS SPECIFICALLY PROHIBITED.PATCH OPENINGS IN AND THROUGH CONCRETE AND MASONRY WITH GROUT. A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL REQUIREMENTS.IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY 12.FM-FM GLOBAL D. MANUFACTURER'S INSTRUCTIONS:FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS.IF IN CONFLICT WITH CONTRACT 4. RESTORE NEW OR EXISTING WORK THAT IS CUT AND/OR DAMAGED TO ORIGINAL CONDITION.PATCH AND REPAIR 13.ISO-INTERNATIONAL ORGANIZATION FOR STANDARDIZATION DOCUMENTS,OBTAIN CLARIFICATION.NOTIFY ENGINEER/ARCHITECT, IN WRITING,BEFORE STARTING WORK. SPECIFICALLY WHERE EXISTING ITEMS HAVE BEEN REMOVED.THIS INCLUDES REPAIRING AND PAINTING WALLS, SECTIONS AND THE FOLLOWING: CEILINGS,ETC.WHERE EXISTING CONDUIT AND DEVICES ARE REMOVED AS PART OF THIS PROJECT.WHERE 1. TESTS: 14. NEC-NATIONAL ELECTRIC CODE E. ITEMS SHOWN ON DRAWINGS ARE NOT NECESSARILY INCLUDED IN SPECIFICATIONS OR VICE VERSA.CONFIRM ALTERATIONS DISTURB LAWNS,PAVING,AND WALKS,REPAIR,REFINISH AND LEAVE IN CONDITION MATCHING EXISTING a. CONDUCT TESTS OF EQUIPMENT AND SYSTEMS TO DEMONSTRATE COMPLIANCE WITH REQUIREMENTS SPECIFIED. 15.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION REQUIREMENTS IN ALL CONTRACT DOCUMENTS. PRIOR TO COMMENCEMENT OF WORK. REFERENCE INDIVIDUAL SPECIFICATION SECTIONS FOR REQUIRED TESTS. DOCUMENT TESTS AND INCLUDE IN 16.NFPA-NATIONAL FIRE PROTECTION ASSOCIATION F. PROVIDE PRODUCTS THAT ARE UL LISTED. 5. ADDITIONAL WORK REQUIRED BY LACK OF PROPER COORDINATION WILL BE PROVIDED AT NO ADDITIONAL COST TO CLOSEOUT DOCUMENTS. 17.OSHA-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 1.10WARRANTY THE OWNER. b. DURING SITE EVALUATIONS BY ARCHITECT OR ENGINEER,PROVIDE APPROPRIATE PERSONNEL WITH TOOLS TO 18.SMACNA-SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION A. PROVIDE WRITTEN WARRANTY COVERING THE WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL 3.06 EQUIPMENT SELECTION AND SERVICEABILITY REMOVE AND REPLACE TRIMS,COVERS,AND DEVICES SO THAT PROPER EVALUATION OF INSTALLATION CAN BE 19. UL-UNDERWRITERS LABORATORIES INC. COMPLETION IN ACCORDANCE WITH DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01, A. REPLACE OR REPOSITION EQUIPMENT WHICH IS TOO LARGE OR LOCATED INCORRECTLY TO PERMIT SERVICING,AT NO PERFORMED. D. SEE DIVISION 28,ELECTRONIC SAFETY INDIVIDUAL SECTIONS FOR ADDITIONAL REFERENCES. GENERAL REQUIREMENTS,SECTION 28 00 01,ELECTRONIC SAFETY BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 28, ADDITIONAL COST TO OWNER. 3.15 LETTER OF CONFORMANCE • 1.08SUBMITTALS ELECTRONIC SAFETY SECTIONS. 3.07 DELIVERY,STORAGE AND HANDLING A. PROVIDE LETTER OF CONFORMANCE,COPIES OF MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES WITH A B. SECTIONS UNDER THIS DIVISION CAN REQUIRE ADDITIONAL ANO/OR EXTENDED WARRANTIES THAT APPLY BEYOND BASIC STATEMENT IN LETTER THAT ELECTRONIC SAFETY SYSTEMS WERE INSTALLED IN ACCORDANCE WTH MANUFACTURER'S A. SEE DIVISION 01,GENERAL REQUIREMENTS FOR SUBMITTAL PROCEDURES. A. CONFIRM REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL B. PROVIDE DRAWINGS IN FORMAT AND SOFTWARE RELEASE EQUAL TO THE DESIGN DOCUMENTS. DRAWINGS TO BE THE WARRANTY UNDER DIVISION 01,GENERAL REQUIREMENTS AND THE GENERAL CONDITIONS.CONFIRM REQUIREMENTS IN REQUIREMENTS. IN ABSENCE OF SPECIFIC REQUIREMENTS,COMPLY WITH THE INDIVIDUAL DIVISION 28,ELECTRONIC RECOMMENDATIONS,UL LISTINGS AND FM GLOBAL APPROVALS.INCLUDE LETTER OF CONFORMANCE,COPIES OF SAME SHEET SIZE AND SCALE AS THE CONTRACT DOCUMENTS. ALL CONTRACT DOCUMENTS. SAFETY SECTIONS AND THE FOLLOWING: MANUFACTURERS'WARRANTIES AND EXTENDED WARRANTIES IN OPERATING AND MAINTENANCE MANUALS. C. "NO EXCEPTION TAKEN"CONSTITUTES THAT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT 1.11000RDINATION DOCUMENTS 1. HANDLE MATERIALS DELIVERED TO PROJECT SITE WITH CARE TO AVOID DAMAGE.STORE MATERIALS ON SITE INSIDE END OF SECTION EXPRESSED IN THE CONTRACT DOCUMENTS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH A. PRIOR TO CONSTRUCTION,PREPARE AND SUBMIT COORDINATED LAYOUT DRAWINGS(COMPOSITE DRAWINGS),TO BUILDING OR PROTECTED FROM WEATHER,DIRT AND CONSTRUCTION DUST. INFORMATION GIVEN.ANY ACTION IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.CONTRACTOR IS COORDINATE INSTALLATION AND LOCATION OF DUCTWORK,GRILLES,DIFFUSERS,PIPING,FIRE SPRINKLERS,PLUMBING, 2. PROTECT EQUIPMENT AND PIPE TO AVOID DAMAGE.CLOSE CONDUIT OPENINGS WITH CAPS OR PLUGS.KEEP MOTORS RESPONSIBLE FOR THE DIMENSIONS AND QUANTITY AND WILL CONFIRM AND CORRELATE AT THE JOB SITE,FABRICATION LIGHTS,AND ELECTRICAL SERVICES.COMPOSITE DRAWINGS SHOW SERVICES ON SINGLE SHEET.KEY DRAWINGS TO AND BEARINGS IN WATERTIGHT AND DUSTPROOF COVERS DURING ENTIRE COURSE OF INSTALLATION. PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF THE WORK WITH THAT OF ALL OTHER TRADES, STRUCTURAL COLUMN IDENTIFICATION SYSTEM. PRIOR TO COMPLETION OF DRAWINGS,COORDINATE PROPOSED 3. PROTECT DEVICES, PANELS AND SIMILAR ITEMS UNTIL IN SERVICE. AND THE SATISFACTORY PERFORMANCE OF THE WORK. INSTALLATION WITH ARCHITECTURAL AND STRUCTURAL REQUIREMENTS,AND OTHER TRADES(INCLUDING PLUMBING, HVAC,FIRE PROTECTION, ELECTRICAL,CEILING SUSPENSION,AND CEILING TILE SYSTEMS,ETC.),AND PROVIDE 4. PRODUCTS AND/OR MATERIALS THAT BECOME DAMAGED DUE TO WATER,DIRT AND/OR DUST AS A RESULT OF D. PROVIDE PRODUCT SUBMITTALS AND SHOP DRAWINGS IN ELECTRONIC FORMAT ONLY.ELECTRONIC FORMAT MUST BE MAINTENANCE ACCESS REQUIREMENTS.COORDINATE WITH SUBMITTED ARCHITECTURAL SYSTEMS(I.E.ROOFING, IMPROPER STORAGE TO BE REPLACED BEFORE INSTALLATION. SUBMITTED VIA ZIP FILE VIA E-MAIL.FOR ELECTRONIC FORMAT,PROVIDE ONE FILE PER DIVISION CONTAINING ONE CEILING,FINISHES)AND STRUCTURAL SYSTEMS AS SUBMITTED,INCLUDING FOOTINGS AND FOUNDATION.IDENTIFY ZONE 3.08 DEMONSTRATION BOOKMARKER PDF FILE WITH EACH BOOKMARK CORRESPONDING TO EACH SPECIFICATION SECTION.ARRANGE OF INFLUENCE FROM FOOTINGS AND ENSURE SYSTEMS ARE NOT ROUTED WITHIN THE ZONE OF INFLUENCE.UNLESS A. CONFIRM DEMONSTRATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND BOOKMARKS IN ASCENDING ORDER OF SPECIFICATION SECTION NUMBER.INDIVIDUAL SUBMITTALS SENT PIECEMEAL IN A OTHERWISE REQUIRED BY DIVISION 00, PROCUREMENT AND CONTRACTING REQUIREMENTS AND/OR DIVISION 01, DIVISION 01,GENERAL REQUIREMENTS,SECTION 28 00 01,ELECTRONIC SAFETY BASIC REQUIREMENTS AND INDIVIDUAL PER SPECIFICATION SECTION METHOD WILL BE RETURNED WITHOUT REVIEW OR COMMENT.COPY ARCHITECT ON ALL GENERAL REQUIREMENTS,DIVISION 28,ELECTRONIC SAFETY TO COMBINE INFORMATION FURNISHED BY OTHER TRADES DIVISION 28, ELECTRONIC SAFETY SECTIONS. TRANSMISSIONS/SUBMISSIONS. ONTO MASTER COORDINATION DOCUMENTS. B. UPON COMPLETION OF WORK AND ADJUSTMENT OF EQUIPMENT,TEST SYSTEMS,DEMONSTRATE TO OWNER'S E. PRODUCT DATA:PROVIDE MANUFACTURER'S DESCRIPTIVE LITERATURE FOR PRODUCTS SPECIFIED IN DIVISION 28, B. PREPARE DRAWINGS AS FOLLOWS: AUTHORIZED REPRESENTATIVE,ARCHITECT AND ENGINEER THAT EQUIPMENT FURNISHED AND INSTALLED OR ELECTRONIC SAFETY SECTIONS. 1. DRAWINGS IN CAD FORMAT.CAD FORMAT RELEASE EQUAL TO DESIGN DOCUMENTS.DRAWINGS TO BE SAME SHEET CONNECTED UNDER PROVISIONS OF THESE SPECIFICATIONS FUNCTIONS IN MANNER REQUIRED.PROVIDE FIELD F. IDENTIFY/MARK EACH SUBMITTAL IN DETAIL.NOTE WHAT DIFFERENCE,IF ANY,EXIST BETWEEN THE SUBMITTED ITEM AND SIZE AND SCALE AS CONTRACT DRAWINGS AND INDICATE LOCATION,SIZE AND ELEVATION ABOVE FINISHED FLOOR OF INSTRUCTION TO OWNER'S STAFF AS SPECIFIED IN DIVISION 01,GENERAL REQUIREMENTS,SECTION 28 00 01, THE SPECIFIED ITEM.FAILURE TO IDENTIFY THE DIFFERENCES WILL BE CONSIDERED CAUSE FOR DISAPPROVAL. IF EQUIPMENT AND DISTRIBUTION SYSTEMS. ELECTRONIC SAFETY BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 28, ELECTRONIC SAFETY SECTIONS. DIFFERENCES ARE NOT IDENTIFIED AND/OR NOT DISCOVERED DURING THE SUBMITTAL REVIEW PROCESS,CONTRACTOR 2. REVIEW AND REVISE,AS NECESSARY,SECTION CUTS IN CONTRACT DRAWINGS AFTER VERIFICATION OF FIELD C. MANUFACTURER'S FIELD SERVICES:FURNISH SERVICES OF A QUALIFIED FACTORY CERTIFIED INSTRUCTOR AT TIME REMAINS RESPONSIBLE FOR PROVIDING EQUIPMENT AND MATERIALS THAT MEET THE SPECIFICATIONS AND DRAWINGS. CONDITIONS. APPROVED BY OWNER,TO INSTRUCT MAINTENANCE PERSONNEL,CORRECT DEFECTS OR DEFICIENCIES,AND 1. LABEL SUBMITTAL TO MATCH NUMBERING/REFERENCES AS SHOWN IN CONTRACT DOCUMENTS.HIGHLIGHT AND LABEL 3. INDICATE FITTINGS,HANGERS,ACCESS PANELS,AND ELEVATION OF BOTTOM OF CABLE TRAY ABOVE FINISHED DEMONSTRATE TO SATISFACTION OF OWNER THAT ENTIRE SYSTEM IS OPERATING IN SATISFACTORY MANNER AND APPLICABLE INFORMATION TO INDIVIDUAL EQUIPMENT OR CROSS OUT/REMOVE EXTRANEOUS DATA NOT APPLICABLE FLOOR. COMPLIES WITH REQUIREMENTS OF OTHER TRADES THAT MAY BE REQUIRED TO COMPLETE WORK.COMPLETE TO SUBMITTED MODEL.CLEARLY NOTE OPTIONS AND ACCESSORIES TO BE PROVIDED,INCLUDING FIELD INSTALLED INSTRUCTION AND DEMONSTRATION PRIOR TO FINAL JOB SITE OBSERVATIONS. SHEET INDEX ITEMS.HIGHLIGHT CONNECTIONS BY/TO OTHER TRADES. 4. DRAWINGS TO INDICATE PROPOSED CEILING GRID AND LIGHTING LAYOUT AS SHOWN ON ELECTRICAL DRAWINGS AND 2. INCLUDE TECHNICAL DATA,INSTALLATION INSTRUCTIONS AND DIMENSIONED DRAWINGS FOR PRODUCTS,EQUIPMENT ARCHITECTURAL REFLECTED CEILING DRAWINGS AND HVAC EQUIPMENT,DUCTWORK. 3.09 CLEANING AND DEVICES INSTALLED,FURNISHED OR PROVIDED.REFERENCE INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY 5. INCORPORATE ADDENDA ITEMS AND CHANGE ORDERS. A. CONFIRM CLEANING REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS,DIVISION 01, SPECIFICATION SECTIONS FOR SPECIFIC ITEMS REQUIRED IN PRODUCT DATA SUBMITTAL OUTSIDE OF THESE 6. PROVIDE ADDITIONAL COORDINATION AS REQUESTED BY OTHER TRADES. GENERAL REQUIREMENTS,SECTION 28 00 01,ELECTRONIC SAFETY BASIC REQUIREMENTS AND INDIVIDUAL DIVISION 28 REQUIREMENTS. C. ADVISE ARCHITECT IN EVENT CONFLICT OCCURS IN LOCATION OR CONNECTION OF EQUIPMENT.BEAR COSTS RESULTING SECTIONS. FAO.1 SPECIFICATIONS-FIRE ALARM SPECIFICATIONS 3. SEE DIVISION 28, ELECTRONIC SAFETY INDIVIDUAL SECTIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS OUTSIDE FROM FAILURE TO PROPERLY COORDINATE INSTALLATION OR FAILURE TO ADVISE ARCHITECT OF CONFLICT. B. UPON COMPLETION OF INSTALLATION,THOROUGHLY CLEAN EXPOSED PORTIONS OF EQUIPMENT, REMOVING FA0.2 SPECIFICATIONS- FIRE ALARM OF THESE REQUIREMENTS. D. VERIFY IN FIELD EXACT SIZE,LOCATION,AND CLEARANCES OF EXISTING MATERIAL,EQUIPMENT AND APPARATUS,AND TEMPORARY LABELS AND TRACES OF FOREIGN SUBSTANCES.THROUGHOUT WORK,REMOVE CONSTRUCTION DEBRIS - FIRE ALARM G. MAXIMUM OF TWO REVIEWS OF COMPLETE SUBMITTAL PACKAGE.ARRANGE FOR ADDITIONAL REVIEWS AND/OR EARLY ADVISE ARCHITECT OF DISCREPANCIES BETWEEN THAT INDICATED ON DRAWINGS AND THAT EXISTING IN FIELD PRIOR TO AND SURPLUS MATERIALS ACCUMULATED DURING WORK. REVIEW OF LONG-LEAD ITEMS;BEAR COSTS OF ADDITIONAL REVIEWS AT ENGINEER'S HOURLY RATES.INCOMPLETE INSTALLATION RELATED THERETO. 3.10 INSTALLATION SUBMITTAL PACKAGES/SUBMITTALS WILL BE RETURNED TO CONTRACTOR WITHOUT REVIEW. E. SUBMIT FINAL COORDINATION DRAWINGS WITH CHANGES AS RECORD DRAWINGS AT COMPLETION OF PROJECT. A. CONFIRM INSTALLATION REQUIREMENTS IN DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS, DIVISION H. RESUBMISSION REQUIREMENTS:MAKE CORRECTIONS OR CHANGES IN SUBMITTALS AS REQUIRED,AND IN PART 2-PRODUCTS 01,GENERAL REQUIREMENTS,SECTION 28 00 01,ELECTRONIC SAFETY BASIC REQUIREMENTS AND INDIVIDUAL DIVISION CONSIDERATION OF ENGINEER'S COMMENTS.IDENTIFY ENGINEER'S COMMENTS AND PROVIDE AN INDIVIDUAL RESPONSE 28,ELECTRONIC SAFETY SECTIONS. 2.01 MANUFACTURERS TO EACH OF THE ENGINEER'S COMMENTS.CLOUD CHANGES IN THE SUBMITTALS AND FURTHER IDENTIFY CHANGES B. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS,PLUMB AND LEVEL AND A. ARTICLES,FIXTURES,AND EQUIPMENT OF A KIND TO BE STANDARD PRODUCT OF ONE MANUFACTURE,INCLUDING BUT WHICH ARE IN RESPONSE TO ENGINEER'S COMMENTS. FIRMLY ANCHORED TO BUILDING STRUCTURE.MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. NOT LIMITED TO PANELS,DEVICES AND EQUIPMENT UNLESS OTHERWISE SPECIFIED IN INDIVIDUAL DIVISION 28, I. STRUCTURAL/SEISMIC: PROVIDE WEIGHTS, DIMENSIONS, MOUNTING REQUIREMENTS AND LIKE INFORMATION REQUIRED ELECTRONIC SAFETY SECTIONS. C. START UP EQUIPMENT,IN ACCORDANCE WITH MANUFACTURER'S START-UP INSTRUCTIONS,AND IN PRESENCE OF FOR MOUNTING,SEISMIC BRACING,AND SUPPORT. INDICATE MANUFACTURER'S INSTALLATION AND SUPPORT MANUFACTURER'S REPRESENTATIVE.TEST CONTROLS AND DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. REQUIREMENTS TO MEET ASCE 7-10 REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS. PROVIDE ENGINEERED 2.02 STANDARDS OF MATERIALS AND WORKMANSHIP REPLACE DAMAGED OR MALFUNCTIONING CONTROLS AND EQUIPMENT. SEISMIC DRAWINGS AND EQUIPMENT SEISMIC CERTIFICATION.EQUIPMENT IMPORTANCE FACTOR AS SPECIFIED IN A. BASE CONTRACT UPON FURNISHING MATERIALS AS SPECIFIED. MATERIALS,EQUIPMENT,AND FIXTURES USED FOR D. PROVIDE MISCELLANEOUS SUPPORTS REQUIRED FOR INSTALLATION OF EQUIPMENT,CONDUIT AND WIRING. DIVISION 01 AND IN STRUCTURAL DOCUMENTS. CONSTRUCTION ARE TO BE NEW,LATEST PRODUCTS AS LISTED IN MANUFACTURER'S PRINTED CATALOG DATA AND ARE 3.11 PAINTING INTERFACE J. TRADE COORDINATION:INCLUDE PHYSICAL CHARACTERISTICS,ELECTRICAL CHARACTERISTICS,DEVICE LAYOUT PLANS, TO BE UL OR FM APPROVED OR HAVE ADEQUATE APPROVAL OR BE ACCEPTABLE BY STATE,COUNTY,AND CITY E N G I N E E R I N G AUTHORITIES. A. CONFIRM PAINTING REQUIREMENTS IN DIVISION 01,GENERAL REQUIREMENTS AND DIVISION 09,FINISHES. IN ABSENCE OF WIRING DIAGRAMS,AND CONNECTIONS AS REQUIRED PER DIVISION 28, ELECTRONIC SAFETY COORDINATION SPECIFIC REQUIREMENTS,COMPLY WITH INDIVIDUAL DIVISION 28,ELECTRONIC SAFETY SECTIONS AND THE FOLLOWING: DOCUMENTS. FOR EQUIPMENT WITH ELECTRICAL CONNECTIONS,FURNISH COPY OF APPROVED SUBMITTAL FOR B. NAMES AND MANUFACTURER'S NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT DESIRED AND ARE NOT TO BE PROJECT 2019 0641 POS PAINT E THOROUGHLY CLEAN OF WORK, AND EXPOSED SUPPORTS ` INCLUSION IN DIVISION 26,ELECTRICAL AND DIVISION 28,ELECTRONIC SAFETY SUBMITTALS. CONSTRUED AS LIMITING COMPETITION. 1. FERROUS METAL:AFTER COMPLETIONCONTACT JJ JOHNSON FAO1 - K. MAKE PROVISIONS FOR OPENINGS IN BUILDING FOR ADMITTANCE OF EQUIPMENT PRIOR TO START OF CONSTRUCTION C. HAZARDOUS MATERIALS: CONSTRUCTED OF FERROUS METAL SURFACES,I.E.HANGERS,HANGER RODS,EQUIPMENT STANDS,WITH ONE COAT • OF BLACK ASPHALT VARNISH FOR EXTERIOR OR BLACK ENAMEL FOR INTERIOR,SUITABLE FOR HOT SURFACES. 100 SW Main Street,Suite 1600 OR ORDERING OF EQUIPMENT. 1. COMPLY WITH LOCAL,STATE OF OREGON,AND FEDERAL REGULATIONS RELATING TO HAZARDOUS MATERIALS. 2. IN ELECTRICAL AND MECHANICAL ROOM,ON ROOF OR OTHER EXPOSED AREAS, EQUIPMENT NOT PAINTED WITHPortland,OR 97204 L. SUBSTITUTIONS AND VARIATION FROM BASIS OF DESIGN: 2. COMPLY WITH DIVISION 00,PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01,GENERAL ENAMEL TO RECEIVE TWO COATS OF PRIMER AND ONE COAT OF RUSTPROOF ENAMEL,COLORS AS SELECTED BY TEL 503.382.2266 www.interfaceengineenng.com \pdx- rola\odxprajects\241912019-064ilcad\f re lite safetyl06 1fa0.t-tao.2.dw i lip 1:82:17 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,iTANGE ASSOCIATES ARCHITECTS,INC. F is 6641FA0.1 — F I)9146WG — atzin EDIT: 1oi11p19 2:18 PM BY JUSI7NW PLOT: 11/11/2019 2:18 PM BY JUSTIN WIESE SECTION 28 31 00-FIRE DETECTION AND ALARM C. SURGE PROTECTION:IN ACCORDANCE WITH IEEE C62.41 B3 COMBINATION WAVEFORM AND NFPA 70; EXCEPT FOR 3.03 DUCT-MOUNTED SMOKE DETECTORS PART 1-GENERAL OPTICAL FIBER CONDUCTORS. A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 1.015UMMARY D. BATTERIES:SEALED LEAD ACID TYPE. PROVIDE ADDITIONAL CABINET,IF REQUIRED DUE TO SPACE LIMITATIONS IN B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. CONTROL PANELS. A. WORK INCLUDED: C. PROVIDE MACHINE PRINTED ADDRESS LABELS ON ADDRESSABLE DEVICES.LABELS TO BE VISIBLE FROM THE FLOOR 1. NOTIFICATION APPLIANCE CIRCUIT PANELS E. LOCKS AND KEYS: WITHOUT MAGNIFICATION. 2. DUCT-MOUNTED SMOKE DETECTORS 1. DELIVER KEYS TO OWNER, 3.04 COMBINATION HORN/STROBES 3. COMBINATION HORN/STROBES 2. PROVIDE SAME STANDARD LOCK AND KEY FOR EACH KEY OPERATED SWITCH AND LOCKABLE PANEL AND CABINET; A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. PROVIDE FIVE KEYS OF EACH TYPE. 4. STROBES B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PART 3-EXECUTION , 5. HORNS C. PROVIDE MACHINE PRINTED LABELS ON NOTIFICATION APPLIANCES WITH APPLIANCE CIRCUIT NUMBER AND SEQUENCE. 3.01 GENERAL INSTALLATION REQUIREMENTS 6. MISCELLANEOUS ACCESSORIES LABELS TO BE VISIBLE FROM THE FLOOR WITHOUT MAGNIFICATION. A. OBTAIN ARCHITECT'S APPROVAL OF LOCATIONS OF DEVICES,APPLIANCES AND ANNUNCIATORS BEFORE INSTALLATION. B. SCOPE: PROVIDE MODIFICATION AND EXTENSION OF THE EXISTING FIRE ALARM SYSTEM TO ACCOMMODATE TENANT D. PROVIDE PROTECTIVE GUARD WHERE DEVICE IS SUBJECT TO ABUSE AND WHERE REQUIRED BY AHJ. IMPROVEMENT,REMODEL,AND ADDITION. B. CIRCUITS: 3.05 STROBES (1) C. IN ADDITION,PROVIDE DESIGN FOR THE FOLLOWING AS REQUIRED IN THESE CONTRACT DOCUMENTS: FIRE ALARM 1. INITIATING DEVICE CIRCUITS(IDC):CLASS B. A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. ii SYSTEM. 2. NOTIFICATION APPLIANCE CIRCUITS(NAC):CLASS B. j) B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. D. SYSTEM DESIGN: C. SPARE CAPACITY;NOTIFICATION APPLIANCE CIRCUITS: MINIMUM 25 PERCENT SPARE CURRENT CAPACITY.UTILIZE UL .- C. PROVIDE MACHINE PRINTED LABELS ON NOTIFICATION APPLIANCES WITH APPLIANCE CIRCUIT NUMBER AND SEQUENCE. > 1. DESIGN CRITERIA:THESE ARE CONTRACTOR DESIGNED SYSTEMS.CONTACT AHJ PRIOR TO BID TO VERIFY SYSTEMS' MAXIMUM CURRENT DRAW VALUES FOR NOTIFICATION APPLIANCES.MAXIMUM 10 PERCENT VOLTAGE DROP. LABELS TO BE VISIBLE FROM THE FLOOR WITHOUT MAGNIFICATION. REQUIREMENTS. DESIGN DESIGN SYSTEMS IN COMPLIANCE WITH CODE AS INTERPRETED BY THE AHJ. D. POWER SOURCES: 0 D. PROVIDE WIRE GUARDS OR PROTECTIVE COVERS WHERE DEVICE IS SUBJECT TO ABUSE AND WHERE REQUIRED BY AHJ. 2. DESIGN OF FIRE ALARM SYSTEM: 1. PRIMARY:DEDICATED BRANCH CIRCUITS OF FACILITY POWER DISTRIBUTION SYSTEM. i- 3.06 HORNS Liii... a. PROVIDE DESIGN OF THE FIRE ALARM SYSTEM AS REQUIRED BY CODE. 2. SECONDARY:STORAGE BATTERIES. A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 0 b. FIRE ALARM SEQUENCE OF OPERATION:MATCH EXISTING. 3. CAPACITY:SUFFICIENT TO OPERATE FIRE ALARM SYSTEM UNDER NORMAL SUPERVISORY CONDITION FOR 24 HOURS a B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. c. SUPERVISORY SEQUENCE OF OPERATION:MATCH EXISTING. AND OPERATE ALARM SIGNALS FOR FIVE MINUTES AT END OF STANDBY PERIOD. 0 C. PROVIDE MACHINE PRINTED LABELS ON NOTIFICATION APPLIANCES WITH APPLIANCE CIRCUIT NUMBER AND SEQUENCE. d. TROUBLE SEQUENCE OF OPERATION:MATCH EXISTING. E. OBTAIN APPROVAL OF SYSTEM DESIGN FROM AHJ PRIOR TO INSTALLATION.DO NOT BEGIN INSTALLATION WITHOUT LABELS0) TO BE VISIBLE FROM THE FLOOR WITHOUT MAGNIFICATION. 1.02RELATED SECTIONS APPROVAL FROM AHJ AND SUBMITTAL REVIEW COMMENTS FROM ENGINEER. D. PROVIDE PROTECTIVE GUARD WHERE DEVICE IS SUBJECT TO ABUSE AND WHERE REQUIRED BY AHJ. (1) F. INSTALL IN ACCORDANCE WITH APPLICABLE CODES,NFPA 72,NFPA 70 AND THE CONTRACT DOCUMENTS. 0 A. CONTENTS OF DIVISION 28,ELECTRONIC SAFETY AND DIVISION 01,GENERAL REQUIREMENTS APPLY TO THIS SECTION. E a G. IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,PROVIDE WIRING,CONDUIT AND OUTLET BOXES REQUIRED FOR 3.07 MISCELLANEOUS ACCESSORIES G B. DIVISION 26, ELECTRICAL REQUIREMENTS APPLY TO THIS SECTION. mono. 0 0 THEERECTIONERECTION OF A COMPLETE SYSTEM AS DESCRIBED IN THESE SPECIFICATIONS,AS SHOWN ON DRAWINGS AND AS A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. 1.03REFERENCES AND STANDARDS REQUIRED BY AHJ. B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. IM1111111.111111 si. D CL A. REFERENCES AND STANDARDS AS REQUIRED BY DIVISION 28,ELECTRONIC SAFETY AND DIVISION 01,GENERAL H. CONCEAL WIRING,CONDUIT,BOXES AND SUPPORTS WHERE INSTALLED IN FINISHED AREAS. C. WEATHERPROOF/SURFACE BACKBOXES:PROVIDE MANUFACTURER'S WEATHERPROOF BACKBOX LISTED FOR USE IN s.-... REQUIREMENTS. I. PROVIDE RACEWAY SYSTEM FOR CABLING CONCEALED IN WALLS AND HARD CEILINGS AND IN LOCATIONS WHERE AREAS WHERE THE DEVICE OR APPLIANCE IS SUBJECT TO HUMIDITY IN EXCESS OF LISTED RATING. PROVIDE 0 B. IN ADDITION,MEET THE FOLLOWING: CABLING IS EXPOSED.WHERE EXPOSED, PROVIDE SURFACE RACEWAY IN FINISHED AREAS AND SURFACE MOUNTED EMT MANUFACTURER SURFACE BACKBOXES WHERE DEVICES CANNOT BE INSTALLED RECESSED. (I) C) 0) -1- 1. NFPA 72,NATIONAL FIRE ALARM AND SIGNALING CODE,ADOPTED EDITION. IN NON-FINISHED AREAS. D. PROTECTIVE GUARD: 2. NFPA 70,NATIONAL ELECTRICAL CODE,ADOPTED EDITION. J. PROVIDE CABLING AND CONDUITS SYSTEM SUITABLE FOR WET LOCATIONS FOR BELOW GRADE SYSTEMS. 1. WIRE GUARD. LoC D i= C 1.04SUBMITTALS K. AT JUNCTION BOXES AND TERMINATION POINTS,PROVIDE IDENTIFICATION TAGS ON WIRES AND CABLES. 2. PROTECTIVE COVER. A. SUBMITTALS AS REQUIRED BY DIVISION 28, ELECTRONIC SAFETY AND DIVISION 01,GENERAL REQUIREMENTS. L. ROUTE WIRING TO AVOID BLOCKING ACCESS TO EQUIPMENT REQUIRING SERVICE,ACCESS,OR ADJUSTMENT. E. CIRCUIT CONDUCTORS:PROVIDE WIRING TO MEET THE REQUIREMENTS OF NATIONAL,STATE AND LOCAL ELECTRICAL (1.) CY 0 (1) B. IN ADDITION,PROVIDE: M. EXISTING COMPONENTS: CODES.PROVIDE COLOR CODED WIRING AS RECOMMENDED AND SPECIFIED BY THE FIRE ALARM AND DETECTION 1. SHOP DRAWINGS TO INCLUDE THE FOLLOWING: 1. EXISTING FIRE ALARM SYSTEM: SYSTEM MANUFACTURER.PROVIDE TYPE FPLR CABLE WHEN IN A RISER APPLICATION OR FPLP CABLE WHEN INSTALLED 0 it 1 PROVIDE SYSTEM DESIGNER NICET CERTIFICATION NUMBER OR ENGINEER'S SIGNATURE AND SEAL ON SHOP 2. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. IN PLENUMS. ) : •.) _ E DRAWINGS. F. SURGE PROTECTION;EQUIPMENT CONNECTED TO ALTERNATING CURRENT CIRCUITS:MAXIMUM LET THROUGH VOLTAGE (../) a. NOTIFY OWNER BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. L. 0 b. IDENTIFICATION OF SYSTEM DESIGNER AND EVIDENCE OF QUALIFICATION OR CERTIFICATION OF DESIGNER AS OF 350 V(AC),LINE-TO-NEUTRAL AND 350 V(AC),LINE-TO-LINE;DO NOT USE FUSES. b. NOTIFY LOCAL FIRE SERVICE. REQUIRED BY AHJ. END OF SECTION c. MAKE NOTIFICATIONS AT LEAST FIVE WORKING DAYS IN ADVANCE. 0 d. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. d. CEILING HEIGHT AND CEILING CONSTRUCTION DETAILS. c. FLOOR PLANS INDICATING WALLS,DOORS,PARTITIONS,ROOM DESCRIPTIONS,DEVICE/COMPONENT LOCATIONS. C 0 N. FIRE SAFETY SYSTEMS INTERFACES: e. A SYMBOL LEGEND WITH DEVICE CATALOG NUMBER,DESCRIPTION, BACK BOX SIZE AND MOUNTING REQUIREMENTS. 1. PROVIDE CONDUIT,WIRING, BOXES AND TERMINATIONS FROM FIRE ALARM SYSTEM TO MONITORED COMPONENTS. Nom 0) > f. DETAILED RISER DIAGRAM. a. ALARM INPUTS:PROVIDE CONNECTION IN ACCORDANCE WITH NFPA 72 FOR THE FOLLOWING SYSTEMS AND COMPONENTS: kJ 1 g. DEVICE ADDRESS ADJACENT TO EACH DEVICE SYMBOL.NOTIFICATION APPLIANCE CIRCUIT AND NUMBER ADJACENT TO EACH NOTIFICATION APPLIANCE SYMBOL. 1) FIRE SPRINKLER WATER FLOWSWITCHES. . Sh... 0 C (...) _ h. POINT TO POINT WIRING INDICATING THE QUANTITY AND GAUGE OF THE CONDUCTORS AND SIZE OF 2) FIRE SPRINKLER DRY-PIPE ALARM PRESSURE SWITCHES. CONDUIT/RACEWAY USED. 3) OTHER ALARM INPUTS. 0 I- (4- •- I. WIRING CONNECTION DIAGRAMS FOR CONTROL EQUIPMENT,ANNUNCIATORS,POWER SUPPLIES,CHARGERS, b. SUPERVISORY INPUTS:PROVIDE CONNECTION IN ACCORDANCE WITH NFPA 72 FOR THE FOLLOWING SYSTEMS AND 0 INITIATING DEVICES,NOTIFICATION APPLIANCES,COMPONENTS BEING CONNECTED TO THE SYSTEM AND COMPONENTS: I -0 0 INTERFACES TO ASSOCIATED EQUIPMENT. 1) FIRE SPRINKLER WATER CONTROL VALVE TAMPER SWITCHES. j. BATTERY CALCULATIONS FOR EACH BATTERY BACKED FIRE ALARM CONTROL UNIT. 2) FIRE SPRINKLER DRY-PIPE SYSTEM LOW AIR PRESSURE SWITCHES. 0 k. VOLTAGE DROP CALCULATIONS FOR EACH NOTIFICATION APPLIANCE CIRCUIT,INDICATING INDIVIDUAL APPLIANCE 3) OTHER SUPERVISORY INPUTS. 5.- CURRENT DRAW,CONDUCTOR RUN LENGTH AND SIZE. c. TROUBLE INPUTS:PROVIDE CONNECTION IN ACCORDANCE WITH NFPA 72 FOR THE FOLLOWING SYSTEMS AND 0 0 c.,-, 0 I. COMPLETE SEQUENCE OF OPERATION. COMPONENTS: L- . 0 0 2. PRIOR TO FINAL ACCEPTANCE,SUBMIT A LETTER CONFIRMING THAT INSPECTIONS HAVE BEEN COMPLETED AND 1) OTHER TROUBLE INPUTS. CD 0 a SYSTEM IS INSTALLED AND FUNCTIONING IN ACCORDANCE WITH SPECIFICATIONS. INCLUDE MANUFACTURER 2. FIRE SAFETY FUNCTIONS: PROVIDE POWER AND CONTROL CONDUIT,WIRING, BOXES AND TERMINATIONS TO POWER (N REPRESENTATIVE'S CERTIFICATION OF INSTALLATION AND LETTER OF WARRANTY. DEVICES AND INTERFACE TO FIRE ALARM SYSTEM. •. ,..0 3. OPERATION AND MAINTENANCE MANUALS.PROVIDE MANUALS CONTAINING THE FOLLOWING: a. HVAC SYSTEMS: 11. - I a. CATALOG CUT SHEETS 1) FIRE/SMOKE DAMPERS AND SMOKE DAMPERS: b. SYSTEM COMPONENTS, INITIATING DEVICES AND NOTIFICATION APPLIANCES'INSTALLATION SHEETS (a)PROVIDE REQUIRED SMOKE DETECTORS,RELAYS,WIRING AND THE LIKE. c. MANUFACTURER'S INSTALLATION,OPERATION AND MAINTENANCE MANUAL (b)CONNECT CONTROL AND POWER WIRING TO DAMPERS PER MANUFACTURER'S INSTRUCTIONS. PROJECT NO. d. PROGRAM DATA FILE PRINTOUT (c)VERIFY QUANTITIES,LOCATION AND REQUIREMENTS OF DAMPERS WITH DIVISION 23,HVAC DRAWINGS AND 19-123.1 e. PROGRAM DATA FILE ON ELECTRONIC STORAGE MEDIA SPECIFICATIONS AND MECHANICAL SYSTEM INSTALLER. f. RECORD DRAWINGS 2) AIR MOVING SYSTEMS: DRAWN BY g. RECORD DRAWINGS ON ELECTRONIC STORAGE MEDIA (a)PROVIDE DUCT-MOUNTED SMOKE DETECTORS ON AIR SYSTEMS WITH AIR FLOW RATES EXCEEDING 2000 h. ONE YEAR WARRANTY AGREEMENT INCLUDING PARTS AND LABOR.WARRANTY PERIOD BEGINS UPON DATE OF CFM.COORDINATE WITH DIVISION 23,HVAC. JJ COMPLETION. (b)INSTALL DUCT-MOUNTED SMOKE DETECTOR(S)ON RETURN SIDE OF AIR SYSTEM. CHECKED BY : I. RECORD OF COMPLETION (c)PROVIDE CONTROL WIRING FROM ADDRESSABLE RELAY CONTACTS TO AIR HANDLING EQUIPMENT j. TEST REPORTS CONTROLLER.CONNECT TO CONTROLLER SO THAT WHEN DUCT-MOUNTED SMOKE DETECTOR IS ACTIVATED, MO THE AIR HANDLING EQUIPMENT IS SHUT DOWN. k. INSTRUCTION CHART (d)PROVIDE DUCT-MOUNTED SMOKE DETECTORS RATED FOR AIR VELOCITY,TEMPERATURE AND HUMIDITY OF DATE 1.05QUALITY ASSURANCE : DUCT.VERIFY QUANTITIES,LOCATIONS AND REQUIREMENTS WITH DIVISION 23, HVAC DRAWINGS AND A. QUALITY ASSURANCE AS REQUIRED BY DIVISION 28,ELECTRONIC SAFETY AND DIVISION 01,GENERAL REQUIREMENTS. MECHANICAL SYSTEM INSTALLER. 11.11.2019 B. IN ADDITION, MEET CITY OF TIGARD,OREGON REQUIREMENTS,ORDINANCES AND AMENDMENTS. (e)WHERE DUCT-MOUNTED SMOKE DETECTORS ARE MOUNTED IN INACCESSIBLE BUILDING VOID SPACES REVISION 1.06WARRANTY PROVIDE ACCESS HATCH. PROVIDE ACCESS HATCH WITH FIRE RATING EQUIVALENT TO RATING OF WALL, A. WARRANTY OF MATERIALS AND WORKMANSHIP AS REQUIRED BY DIVISION 28, ELECTRONIC SAFETY AND DIVISION 01, CEILING,OR SHAFT BEING PENETRATED. GENERAL REQUIREMENTS. 0. INSPECTION AND TESTING FOR COMPLETION: PART 2-PRODUCTS 1. SYSTEM TESTING AND COMMISSIONING TO BE PERFORMED BY A CERTIFIED MANUFACTURER REPRESENTATIVE. 2.01 MANUFACTURERS 2. PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH NFPA 72 AND REQUIREMENTS OF LOCAL AUTHORITIES; A. NOTIFICATION APPLIANCE CIRCUIT PANELS:SAME MANUFACTURER AS FIRE ALARM CONTROL EQUIPMENT.ALARMSAF, DOCUMENT EACH INSPECTION AND TEST. ALTRONIX,FEDERAL SIGNAL,WHEELOCK,OR APPROVED EQUIVALENT. 3. DOCUMENT AUDIBILITY MEASUREMENTS AND VERIFY INTELLIGIBILITY FOR EACH SPACE ON RECORD DRAWINGS. B. DUCT-MOUNTED SMOKE DETECTORS:SAME MANUFACTURER AS FIRE ALARM CONTROL EQUIPMENT,OR APPROVED 4. PROVIDE THE SERVICES OF THE INSTALLER'S SUPERVISOR OR PERSON WITH EQUIVALENT QUALIFICATIONS TO EQUIVALENT. SUPERVISE INSPECTION AND TESTING,CORRECTION AND ADJUSTMENTS. C. COMBINATION HORN/STROBES:MUST BE COMPATIBLE WITH FIRE ALARM CONTROL EQUIPMENT AND NOTIFICATION 5. PROVIDE TOOLS,SOFTWARE AND SUPPLIES REQUIRED TO ACCOMPLISH INSPECTION AND TESTING. APPLIANCE CIRCUIT PANELS.SAME MANUFACTURER AS FIRE ALARM CONTROL EQUIPMENT.FEDERAL SIGNAL,GENTEX, 6. PREPARE FOR TESTING BY ENSURING THAT WORK IS COMPLETE AND CORRECT;PERFORM PRELIMINARY TESTS AS SYSTEM SENSOR,WHEELOCK,OR APPROVED EQUIVALENT. REQUIRED TO TEST SYSTEM. D. STROBES:MUST BE COMPATIBLE WITH FIRE ALARM CONTROL EQUIPMENT AND NOTIFICATION APPLIANCE CIRCUIT 7. CORRECT DEFECTIVE WORK,ADJUST FOR PROPER OPERATION AND RETEST UNTIL ENTIRE SYSTEM COMPLIES WITH PANELS.SAME MANUFACTURER AS FIRE ALARM CONTROL EQUIPMENT.FEDERAL SIGNAL,GENTEX,SYSTEM SENSOR, CONTRACT DOCUMENTS. WHEELOCK,OR APPROVED EQUIVALENT. 8. NOTIFY OWNER SEVEN DAYS PRIOR TO BEGINNING COMPLETION INSPECTIONS AND TESTS. E. HORNS:MUST BE COMPATIBLE WITH FIRE ALARM CONTROL EQUIPMENT AND NOTIFICATION APPLIANCE CIRCUIT PANELS. 9. NOTIFY AUTHORITIES HAVING JURISDICTION AND COMPLY WITH THEIR REQUIREMENTS FOR SCHEDULING SAME MANUFACTURER AS FIRE ALARM CONTROL EQUIPMENT.FEDERAL SIGNAL,GENTEX,SYSTEM SENSOR,WHEELOCK, INSPECTIONS AND TESTS AND FOR OBSERVATION BY THEIR PERSONNEL. OR APPROVED EQUIVALENT. 10. DIAGNOSTIC PERIOD:AFTER SUCCESSFUL COMPLETION OF INSPECTIONS AND TESTS,OPERATE SYSTEM IN NORMAL F. MISCELLANEOUS ACCESSORIES: MODE FOR AT LEAST 14 DAYS WITHOUT ANY SYSTEM OR EQUIPMENT MALFUNCTIONS. 1. WEATHERPROOF/SURFACE BACKBOXES:SAME MANUFACTURER AS FIRE ALARM DETECTION DEVICES OR a. RECORD ALL SYSTEM OPERATIONS AND MALFUNCTIONS. NOTIFICATION APPLIANCES,OR APPROVED EQUIVALENT. b. IF A MALFUNCTION OCCURS,START DIAGNOSTIC PERIOD OVER AFTER CORRECTION OF MALFUNCTION. 2. PROTECTIVE GUARD: c. OWNER WILL PROVIDE ATTENDANT OPERATOR PERSONNEL DURING DIAGNOSTIC PERIOD;SCHEDULE TRAINING TO a. WIRE GUARD:SAME MANUFACTURER AS FIRE ALARM CONTROL EQUIPMENT.AMERICAN WIRE GUARDS,CHASE ALLOW OWNER PERSONNEL TO PERFORM NORMAL DUTIES. SECURITY SYSTEMS,SAFETY TECHNOLOGY INTERNATIONAL,SHAW-PERKINS,OR APPROVED EQUIVALENT. d. AT END OF SUCCESSFUL DIAGNOSTIC PERIOD,COMPLETE AND SUBMIT NFPA 72"INSPECTION AND TESTING FORM." b. PROTECTIVE COVER:SAFETY TECHNOLOGY INTERNATIONAL,OR APPROVED EQUIVALENT. P. OWNER PERSONNEL INSTRUCTION: 3. CIRCUIT CONDUCTORS:ALLIED WIRE AND CABLE,BELDEN,CCI,WEST PENN WIRE,OR APPROVED EQUIVALENT. 1. PROVIDE THE FOLLOWING INSTRUCTION TO DESIGNATED OWNER PERSONNEL: 4. SURGE PROTECTION:DITEK,TRANSTECTOR,OR APPROVED EQUIVALENT. a. HANDS-ON INSTRUCTION:ON-SITE,USING OPERATIONAL SYSTEM. 5. BATTERIES:SAME MANUFACTURER AS FIRE ALARM CONTROL EQUIPMENT.POWER-SONIC,WERKER,OR APPROVED b. CLASSROOM INSTRUCTION:OWNER FURNISHED CLASSROOM,ON-SITE OR AT OTHER LOCAL FACILITY. • EQUIVALENT. 2. BASIC OPERATION:ONE-HOUR SESSIONS FOR ATTENDANT PERSONNEL,SECURITY OFFICERS AND ENGINEERING 6. LOCKS AND KEYS:SAME MANUFACTURER AS FIRE ALARM CONTROL EQUIPMENT,OR APPROVED EQUIVALENT. STAFF;COMBINATION OF CLASSROOM AND HANDS-ON: G. SUBSTITUTIONS: a. INITIAL TRAINING:ONE SESSION PRE-CLOSEOUT. 1. FOR OTHER ACCEPTABLE MANUFACTURERS OF SPECIFIED CONTROL UNITS,SUBMIT PRODUCT DATA SHOWING b. REFRESHER TRAINING:ONE SESSION POST-OCCUPANCY. EQUIVALENT FEATURES AND COMPLIANCE WITH CONTRACT DOCUMENTS. 3. DETAILED OPERATION:TWO-HOUR SESSIONS FOR ENGINEERING AND MAINTENANCE STAFF;COMBINATION OF 2. FOR SUBSTITUTION OF PRODUCTS BY MANUFACTURERS NOT LISTED,SUBMIT PRODUCT DATA SHOWING FEATURES CLASSROOM AND HANDS-ON: AND CERTIFICATION BY CONTRACTOR THAT THE DESIGN WILL COMPLY WITH CONTRACT DOCUMENTS. a. INITIAL TRAINING:ONE SESSION PRE-CLOSEOUT. H. EQUIPMENT TO BE SUPPLIED BY A CERTIFIED MANUFACTURER REPRESENTATIVE. b. REFRESHER TRAINING:ONE SESSION POST-OCCUPANCY. 2.02 NOTIFICATION APPLIANCE CIRCUIT PANELS 4. FURNISH THE SERVICES OF INSTRUCTORS AND TEACHING AIDS;HAVE COPIES OF OPERATION AND MAINTENANCE A. PROVIDE POWER SUPPLY(S),ADEQUATE TO SERVE MODULES,REMOTE ANNUNCIATORS,ADDRESSABLE DEVICES, DATA AND RECORD DRAWINGS AVAILABLE DURING INSTRUCTION. NOTIFICATION APPLIANCES AND OTHER CONNECTED DEVICES OR APPLIANCES. 5. PROVIDE MEANS OF EVALUATION OF TRAINEES SUITABLE TO TYPE OF TRAINING GIVEN;REPORT RESULTS TO OWNER. .. . B. LOSS OF NORMAL AND EMERGENCY POWER AUTOMATICALLY CAUSES SYSTEM TO TRANSFER TO BATTERY POWER. Q. CLOSEOUT: INDICATE BATTERY POWER OPERATION BY YELLOW LAMP AND AUDIBLE ANNUNCIATION AT CONTROL PANEL AND REMOTE 1. CLOSEOUT DEMONSTRATION: • ANNUNCIATOR PANELS.UPON RETURN OF 120VAC POWER,UNIT RECHARGES BATTERIES TO FULL CAPACITY AND a. DEMONSTRATE PROPER OPERATION OF FUNCTIONS TO OWNER. MAINTAINS BATTERY ON FLOAT CHARGE.PROVIDE TRICKLE CHARGE ADEQUATE CAPACITY TO MAINTAIN BATTERY FULLY b. BE PREPARED TO CONDUCT ANY OF THE REQUIRED TESTS. CHARGED WITH AUTOMATIC RATE CHARGE. c. HAVE AT LEAST ONE COPY OF OPERATION AND MAINTENANCE DATA,COPY OF PROJECT RECORD DRAWINGS, C. PROVIDE BATTERIES IN LOCKING CABINET MANUFACTURED FOR PURPOSE. ' INPUT/OUTPUT MATRIX AND OPERATOR INSTRUCTION CHART(S)AVAILABLE DURING DEMONSTRATION. 2.03 DUCT-MOUNTED SMOKE DETECTORS d. HAVE AUTHORIZED TECHNICAL REPRESENTATIVE OF CONTROL UNIT MANUFACTURER PRESENT DURING A. PHOTOELECTRIC TYPE. DUCT SAMPLING TUBES EXTENDING WIDTH OF DUCT,VISUAL INDICATION OF DETECTOR DEMONSTRATION. ACTUATION, DIRECT HOUSING MOUNT.DETECTOR POWERED FROM CONTROL PANEL,POWER ON INDICATOR LIGHT. e. DEMONSTRATION MAY BE COMBINED WITH INSPECTION AND TESTING REQUIRED BY AHJ. NOTIFY AHJ IN TIME TO DETECTOR RATED FOR AIR VELOCITY, HUMIDITY AND TEMPERATURE OF DUCT AND ENVIRONMENT WHERE INSTALLED. SPECIFICATIONS SCHEDULE DEMONSTRATION. 2.04 COMBINATION HORN/STROBES f. REPEAT DEMONSTRATION UNTIL SUCCESSFUL. - FIRE ALARM A. MULTI-CANDELA,FLUSH WALL AND CEILING MOUNT,WHITE FINISH,INSECT-PROOF. 2. SUBSTANTIAL COMPLETION OF THE PROJECT CANNOT BE ACHIEVED UNTIL INSPECTION AND TESTING IS SUCCESSFUL B. PROVIDE HORN/STROBES THAT MEET THE LATEST REQUIREMENTS OF NFPA 72,ANSI 117.1 AND UL 1971.CANDELA RATING AND: AS REQUIRED BY NFPA 72. a. SPECIFIED DIAGNOSTIC PERIOD WITHOUT MALFUNCTION HAS BEEN COMPLETED. 2.05 STROBES b. APPROVED OPERATING AND MAINTENANCE DATA HAS BEEN DELIVERED. A. MULTI-CANDELA,FLUSH WALL AND CEILING MOUNT,WHITE FINISH,INSECT-PROOF. c. SPARE PARTS,EXTRA MATERIALS AND TOOLS HAVE BEEN DELIVERED. B. PROVIDE STROBES THAT MEET THE LATEST REQUIREMENTS OF NFPA 72,ANSI 117.1 AND UL 1971.CANDELA RATING AS d. ALL ASPECTS OF OPERATION HAVE BEEN DEMONSTRATED TO ARCHITECT. REQUIRED BY NFPA 72. e. FINAL ACCEPTANCE OF THE FIRE ALARM SYSTEM HAS BEEN GIVEN BY AUTHORITIES HAVING JURISDICTION. 2.06 HORNS f. OCCUPANCY PERMIT HAS BEEN GRANTED. A. FLUSH WALL AND CEILING MOUNT,WHITE FINISH, INSECT-PROOF. g. SPECIFIED PRE-CLOSEOUT INSTRUCTION IS COMPLETE. B. PROVIDE HORNS THAT MEET THE LATEST REQUIREMENTS OF NFPA 72. 3. PERFORM POST-OCCUPANCY INSTRUCTION WITHIN THREE MONTHS AFTER DATE OF OCCUPANCY. 2.07 MISCELLANEOUS ACCESSORIES 3.02 NOTIFICATION APPLIANCE CIRCUIT PANELS INTERFACE A. PROTECTIVE GUARD: A. REFERENCE 3.01,GENERAL INSTALLATION REQUIREMENTS. ENGINEERING 1. WIRE GUARD:STEEL WIRE GUARD. B. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PROJECT 2019-0641 2. PROTECTIVE COVER: POLYCARBONATE CONSTRUCTION. C. PROVIDE NOTIFICATION APPLIANCE CIRCUIT PANEL POWER SUPPLIES WITH 120VAC DEDICATED CIRCUIT PER NFPA Li]. • ii CONTACT JJ JOHNSON ' B. CIRCUIT CONDUCTORS:COPPER OR OPTICAL FIBER;COLOR CODE AND LABEL.TYPE FPL,FPLR AND FPLP AS REQUIRED REQUIREMENTS. F A 0 • 2 - BY NEC.MINIMUM SIGNALING LINE CIRCUIT AND INITIATING DEVICE CIRCUIT WIRE SIZE:AVVG18.MINIMUM NOTIFICATION D. DO NOT INSTALL CABINETS OR EQUIPMENT BELOW THE BATTERY CABINET. DO NOT LOCATE BATTERY AND CHARGING 100 SW Main Street,Suite 1600 i Portland,OR 97204 APPLIANCE CIRCUIT WIRE SIZE:AWG14,OR AS APPROVED BY ENGINEER.FIBER OPTIC CABLE AS REQUIRED BY SYSTEM CABINETS IN CEILING SPACE. .- ., MANUFACTURER. '' TEL 503.3822266 !i www.interfaceengineering.com - \.,ppj3\pdxprojects\2019\2019-06,11\cadVire life safety\0641fa0.1-fa0.2.dwg.1 11/7/2019 1:02:17 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUtviENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER,;TANGE ASSOCIATES ARCHITECTS,INC. FILE:dx:por0641FA0.1 - FA0.2.DWG - FA0.2 I EDIT: 11/11/2019 2:18 PM BY JUSTINW I PLOT: 11/11/2019 2:18 PM BY JUSTIN WIESE