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21-105282_07 Building Plan Set_03-15-22-V27 SHEET INDEX RESUBMITTED N N r THE C(DMMONS AT FEDE RAL WAY 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT N T J m5 O J Q ~C' N N N r O w o In SHT# DESCRIPTION • • • GENERAL G-101 TITLE SHEET • • • ID,Lk I I E3 Fi EE 1� 1� E3 1� I ARCHITECTURAL SHELL ONLY PERMIT ■ SHELL ONLY PERMIT A-001 REFERENCE SITE PLAN • • • A-002 ENLARGED SITE PLAN • • A-003 SITE DETAIL • • A-101 FLOOR PLAN • • • The site plan set shall be printed in color for the A F HWY C1 ic S A-121 REFLECTED CEILING PLAN • • • A-141 ROOF PLAN32210 • • • A-201 EXTERIOR ELEVATIONS • • • City inspector A-301 WALL SECTIONS • • • A-501 DETAILS • • • A-502 DETAILS • • • D RAL WAY, WA 98003Separate electrical permit required. A-503 DETAILS • • • A-504 DETAILS (NOT USED) A-505 DETAILS • • • A-600 SCHEDULES • • • STRUCTURAL S1.1 FOUNDATION PLAN • • • S1.2 FOUNDATION DETAILS • • • S2.1 ROOF FRAMING PLAN • • • ABBREVIATIONS LEGEND BUILDING DATA DIRECTORY S2.2 STRUCTURAL DETAILS • • • S3.1 STRUCTURAL SECTIONS • • • # POUND or NUMBER & AND (E) EXISTING (N) NEW (R) RELOCATE, RELOCATED © AT L ANGLE 1/4 RD QUARTER ROUND A/C AIR CONDITIONING AB ANCHOR BOLT AC ASPHALTIC CONCRETE ACCES ACCESSIBLE A.C.P. ACOUSTICAL CEILING PANEL ACOUST ACOUSTICAL ACR ACRYLIC ACU AIR CONDITIONING UNIT AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT ADD'L ADDITIONAL ADH ADHESIVE AFF ABOVE FINISHED FLOOR AGGR AGGREGATE ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECTURAL ASB ASBESTOS ASF ABOVE SUB FLOOR ASPH ASPHALT A.S.R. AUTOMATIC SPRINKLER RISER AUTO AUTOMATIC BD BOARD BITUM BITUMINOUS BL BUILDING LINE BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM DOT BOTTOM BRDG BRIDGING BRIG BEARING BSMT BASEMENT BTW BETWEEN B.U.R. BUILT-UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED C.G. CORNER GUARD CAT. CEILING HEIGHT CI CAST IRON CIPC CAST -IN -PLACE CONCRETE CJ CONTROL JOINT CKD CHECKED CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR C.M.T. CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT C.O. CLEAN OUT COL COLUMN COMP COMPOSITION CONIC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUE(OUS) CONTR CONTRACT CORR CORRIDOR CPT CARPET CSK COUNTERSINK CSMT CASEMENT CST CAST STONE CT CERAMIC TILE CTR CENTER CU FT CUBIC FEET CV CEILING VENT D DEPTH d PENNY (AS IN NAIL - 10d) DBL DOUBLE DEMO DEMOLITION DEP DEPRESSED DEPT DEPARTMENT DET DETAIL DH DOUBLE HUNG DIA DIAMETER DIM DIMENSION DISP DISPENSER DISPOS DISPOSAL DIV DIVISION DL DEAD LOAD DN DOWN DO DOOR OPENING DR DOOR DRN DRAIN D.F. DRINKING FOUNTAIN DS DOWNSPOUT DSP DRY STANDPIPE DWG DRAWING DWR DRAWER E EAST EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EW EACH WAY E.W.C. ELECTRIC WATER COOLER EXH EXHAUST EXIST EXISTING EXP EXPOSED EXPN EXPANSION EXT EXTERIOR F.A. FIRE ALARM FAC FACTORY FAI FRESH AIR INTAKE FBO FINISHED BY OTHERS FCHI FOAM CORE HIGH IMPACT FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFE FINISHED FLOOR ELEVATION FFL FINISHED FLOOR LINE FG FINISH GRADE FH FIRE HYDRANT FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FIG FIGURE FIN FINISH ED ( ) FIX FIXTURE FLASH FLASHING FLEX FLEXIBLE FLG FLOORING FLR FLOOR FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FIR FRAME(D)(ING) F.A. FRESH AIR FRP FIBERGLASS REINF PANEL FS FLOOR SINK FT FOOT or FEET FTG FOOTING FURR FURR(ED)(ING) FUT FUTURE FWC FABRIC WALL COVERING GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GCMU GLAZED CONCRETE MASONRY UNITS GEN GENERAL GFR GLASS FIBER REINFORCED GI GALVANIZED IRON GKT GASKET(ED) GL GLASS, GLAZING GLU LAM GLUE -LAMINATED GL BK GLASS BLOCK GRND GROUND GP GALVANIZED PIPE GRID GRADE(ING GS GALVANIZED STEEL GST GLAZED STRUCTURAL TILE GSU GLAZED STRUCTURAL UNITS GWT GLAZED WALL TILE GYP GYPSUM H/C HANDICAPPED HB HOSE BIBB HDBD HARDBOARD HC HOLLOW CORE HDR HEADER HDRL HANDRAIL HDWD HARDWOOD HDWR HARDWARE HDJT HEAD JOINT HI HIGH or HEIGHT HM HOLLOW METAL HORIZ HORIZONTAL HP HORSEPOWER HPT HIGH POINT HR HOUR HT HEIGHT HTG HEATING HTR HEATER HVAC HEATING/VENTILATION/AIR CONDITIONING HWM HEAVY GAUGE WIRE MESH IR IRON ID INSIDE DIAMETER IDENT IDENTIFICATION ILLUM ILLUMINATED IN INCH INCL INCLUDE(D)(ING) INFO INFORMATION INSUL INSULATION INT INTERIOR INTM INTERMEDIATE INV INVERT(ED) IP IRON PIPE JAN JANITOR JCT JUNCTION JST JOIST JT JOINT KIT KITCHEN LAB LABORATORY LADR LADDER LAM LAMINATED) M/R MOISTURE RESISTANT MAR MARLITE MAS MASONRY MAX MAXIMUIM MDR MEMBER MC MEDICINE CABINET MCJ MASONRY CONTROL JOINT MCO METAL -CASED OPENING MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MET METAL MEZZ MEZZANINE MFG MANUFACTURING MFR MANUFACTURE(ER) MGLT MATTE -GLAZED TILE MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MLDG MOULDING MM MILLIMETER MO MASONRY OPENING MOD MODIFIED MRB MARBLE MTD MOUNT(ED)(ING) MMATERIALS)LL MULLION MULL MWP MEMBRANE WATERPROOFING N NORTH N/A NOT APPLICABLE NAT NATURAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL N'REQD NOT REQUIRED NTS NOT TO SCALE 0/ OVER CA OVERALL OBSC OBSCURE OC ON CENTER OCEW ON CENTER EACH WAY OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OFF OFFICE OH OVERHEAD OPCI OWNER PROVIDED CONTRACTOR INSTALLED OPER OPERATOR OPH OPPOSITE HAND OPNG OPENING OPOI OWNER PROVIDED OWNER INSTALLED OPP OPPOSITE PAR PARALLEL PBD PARTICLE BOARD PC PRE -CAST PCC PRECAST CONCRETE PED PEDESTAL PL PLATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL PNT PAINT ED ( ) PORC PORCELAIN' PORT PORTABLE PR PAIR PREFAB PREFABRICATE(D) PREFIN PREFINISHED PROJ PROJECT PROPL PROPERTY LINE PSC PRESTRESSED CONCRETE PSTL PRESSED STEEL PT PRESSURE TREATED PTC POST -TENSIONED CONCRETE PUMS POLYURETHANE MODIFIED SEALANTS PUS POLYURETHANE SEALANT PVC POLYVINYL CHLORIDE PVMT PAVEMENT QT QUARRY TILE QTY QUANITY R RADIUS RB RUBBER BASE RD ROOF DRAIN REBAR REINFORCING STEEL RECEP RECEPTACLE RECEPT RECEPTION REF REFERENCE RELO RELOCATED%� REQD REQUIRED RESIL RESILIENT REV REVISION(S) or REVISED RFL REFLECT(ED)(IVE)(OR) RFRG REFRIGERATOR RGTR REGISTER RM ROOM RND ROUND RO ROUGH OPENING ROW RIGHT OF WAY RSR RISER RUB RUBBER RWD REDWOOD S SOUTH SC SOLID CORE SCHED SCHEDULE SCUT SCUTTLE SD STORM DRAIN SKLT SKYLIGHT SL SLEEVE SM SHEET METAL SMS SHEET METAL SCREWS SOV SHUT OFF VALVE SPEC(S) SPECIFICATION(S) SPKR SPEAKER SQ SQUARE SQHD SQUARE HEAD SS STAINLESS STEEL SSK SERVICE SINK STA STATION STD STANDARD STL STEEL STOR STORAGE STR STAIR STRG STRINGER STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL SYN SYNTHETIC SYS SYSTEM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TB TOWEL BAR TEL TELEPHONE TEMP TEMPORARY TERR TERRAllO THK THICKNESS) THR THRESHOLD TKBD TACKBOARD T.O.A. TOP OF ARCH T.O.B. TOP OF BEAM T.O.C. TOP OF CURB T.O.CONC TOP OF CONCRETE T.O.M. TOP OF MASONRY T.O.PL. TOP OF PLATE T.O. P.S. TOP OF PLYWOOD SHEATHING T.O.PV TOP OF PAVEMENT T.O.R. TOP OF ROOFING T.O.S. TOP OF SLAB T.O.STL TOP OF STEEL T.O.W. TOP OF WALL TRANSF TRANSFORMER TRD TREAD TV TELEVISION TYP TYPICAL UBC UNIFORM BUILDING CODE UG UNDERGROUND UH UNIT HEATER UMC UNIFORM MECHANICAL CODE UNF UNFINISHED UNO UNLESS NOTED OTHERWISE URN URINAL UTIL UTILITY VA VINYL ASBESTOS VAR VARNISH VAT VINYL ASBESTOS TILE VB VINYL BASE VCP VITRIFIED CLAY PIPE VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBLE VF VINYL FABRIC VG VERTICAL GRAIN VOL VOLUME VINYL TILE VTR VENT THROUGH ROOF VTW VENT THROUGH WALL VWC VINYL WALL COVERING W WEST or WIDE W/ WITH W/C WHEELCHAIR W/0 WITHOUT WB WOOD BASE WC WATER CLOSET WCO WOOD -CASED OPENING WD WOOD WDW WINDOW WG WIRE GLASS WH WATER HEATER WI WROUGHT IRON WM WIRE MESH WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT WTW WALL TO WALL WWF WELDED WIRE FABRIC WWM WOVEN WIRE MESH PLAN CHANGE DELTA X LETTERS FOR ADDENDA NUMBERS FOR BULLETINS SECTION CUT 0 SECTION NUMBER _ _ IDENTIFIER A000 SHEET NUMBER DETAIL CALLOUT 0 DETAIL NUMBER IDENTIFIER A000 SHEET NUMBER EXTERIOR ELEVATION 0 ELEVATION NUMBER IDENTIFIER A000 SHEET NUMBER A ELEVATION LETTER INTERIOR ELEVATION 0 ELEVATION NUMBER A000 B IDENTIFIER SHEET NUMBER C GRID IDENTIFIER QQ 1'-p�� DIM TO FACE OF STUD TYP (UNO) DIMENSION REFER TO GENERAL NOTES 15 & 16, SHEET G101. NAME 1 PRIMARY NAME BUILDING IDENTIFIER 0 sf SQUARE FOOTAGE 2 SECONDARY NAME FFE ffe FINISHED FLOOR ELEVATION ROOM NAME 1-PRIMARY NAME ROOM AND/OR ROOM NAME 2-SECONDARY NAME SPACE IDENTIFIER XXX ROOM AND/OR SPACE NUMBER DOOR IDENTIFIER XXX SUITE 3 1,693/ 30 = 56.43 OCC 1-500 OCC = 2 EXITS REQ'D GLAZING (WINDOW) 2 PROVIDED IDENTIFIER EXIT WIDTH= 56.43 (.20) 11.26" REQUIRED 72" PROVIDED WALL (TYPE) XXX IDENTIFIER SUITES 5, 6, 1,258/ 30 = 42 OCC EQUIPMENT IDENTIFIER XXXXX FLOOR FINISH IDENTIFIER XXXX-OO CEILING HEIGHT LN HT - IDENTIFIER C G 0 0 PARKING COUNT? IDENTIFIER XX KEY NOTE IDENTIFIER XXX REFER TO KEY NOTE LEGEND O INTERIOR WALL REFER TO LEGEND :X]X_�;,,- FINISH IDENTIFIER OF WALL FINISHES EXTERIOR FINISH & AA MATERIAL LETTER MATERIAL IDENTIFIER XX FINISH/COLOR NUMBER ( REFER TO EXTERIOR FINISH SCHEDULE FOR DETAILS) ELEVATION LABEL + 0 ELEVATION - (ROOF HEIGHTS) TO_ TOP OF [SPECIFIED OBJECT]\ ELEVATION LABEL DETAILS / ( � 1ST FLOOR TOP OF [SPECIFIED OBJECT] SECTIONS / � ELEV. G-0" AFF ELEVATION ELEVATIONS SCOPE OF WORK NEW CONSTRUCTION ZONING: CC-C, CITY CENTER CORE PARCEL NUMBER : 762240-0015 APPLICABLE CODES 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL FIRE CODE 2020 NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL ENERGY CODE SQUARE FEET BUILDING AREA SUMMARY ( ) TOTAL BUILDING AREA 4,200 SF FUTURE USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3) CLIENT: MERLONS GEIER PARTNERS 4365 EXECUTIVE DRIVE, SUITE 1400 SON DIEGO,CALIFORNIA 92121 CONTACT: GLENENN GOODMAN E-MAIL: GGOODMAN@MERLONEGEIER.COM TEL. NO.: 858.350.1977 (EXT. 328) ARCHITECT: MCG ARCHITECTURE 15635 ALTON PARKWAY, SMITE 100 IRVINE, CA 92618 CONTACT: CHRIS LEE E-MAIL: CLEE@MCGARCHITECTURE.COM TEL. NO.: 949.553.1117 STRUCTURAL: HARRISON ENGINEERING 14041 CROSSVIEW LN. CALDWELL, ID 83607 CONTACT: NATHAN HARRISON E-MAIL: NATHAN@HARRISONENG.COM TEL. NO.: 208.888.7107 MECHANICAL ACIES ENGINEERING ELECTRICAL 400 N. McCARTHY BLVD., SUITE 250 PLUMBING: MILPITAS, CA 95035 CONTACT: THEEMEDES MINOR / CHRISTIAN DALIMARTA TEL. NO.: 408.522.5255 (EXT. 228 / EXT. 121) E-MAIL: THEEMEDES@ACIES.NET / CHRISTIAN@ACIES.NET CIVIL ENGINEER: ESM CONSULTING ENGINEERING, LLC 33400 8TH AVE S, STE 205 FEDERAL WAY, WA 98003 CONTACT: LAURA BARTENHAGEN E-MAIL: LAURA.BARTENHAGEN@ESMCIVIL.COM TEL. NO.: 253.838.6113 LANDSCAPE: URBAN ARENA 11300 SORRENTO VALLEY RD. STE 230 SAN DIEGO, CA 92121 CONTACT: SARAH ALLEN EMAIL: SARAH@URBANARENA.COM TEL. NO.: 858.625.0112 EXT. 206 ( ) S3.2 STRUCTURAL SECTIONS • • • S3.3 STRUCTURAL SECTIONS • • • S3.4 STRUCTURAL SECTIONS • • • MECHANICAL M0.1 MECHANICAL LEGENDS, NOTES AND • • • ABBREVIATIONS M0.2 MECHANICAL SCHEDULES • • • M0.3 MECHANICAL SPECIFICATIONS • • • M0.4 MECHANICAL COMPLIANCE • • • M0.5 MECHANICAL COMPLIANCE • • • M0.6 MECHANICAL COMPLIANCE • • • M0.7 MECHANICAL COMPLIANCE • • • M0.8 MECHANICAL COMPLIANCE • • • GROUP M - MERCANTILE GROUP B - BUSINESS GROUP A2 ASSEMBLY GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5) M0.9 MECHANICAL COMPLIANCE • • • M2.0 MECHANICAL FLOOR PLAN • • • M3.0 MECHANICAL ROOF PLAN • • • M6.0 MECHANICAL DETAILS • • • SECTION 504-HEIGHT MODIFICATIONS. 60' MAXIMUM BUILDING HEIGHT ALLOWABLE PER 504.3. FOR FUTURE MIXED USE TENANT SPACE DESIGN, NON -SEPARATED OCCUPANCIES PROVISION (IBC SEC. 508.3) SHALL BE APPLIED. TABLE 506.2, ALLOWABLE AREA FOR GROUP A2 (MOST RESTRICTIVE), TYPE V-B CONSTRUCTION, FULLY SPRINKLERED = 24,000 SF. (6,000 SF x 4) ALLOWABLE AREA: 24,000 SF > 4,200 SF OK TYPES OF CONSTRUCTION CHAPTER 6 ( ) TYPE V-B FULLY-SPRINKLERED TABLE 601-FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IN HOURS) BUILDING ELEMENT PROTECTION IN HOURS ELECTRICAL E0.0 ELECTRICAL GENERAL INFORMATION • • • E0.1 ELECTRICAL SPECIFICATIONS • • • E0.2 ELECTRICAL COMPLIANCE FORMS • • • E2.0 ELECTRICAL SITE LIGHTING PLAN • • E3.0 ELECTRICAL POWER AND LIGHTING PLAN • • • E4.0 ELECTRICAL SINGLE LINE DIAGRAM • • • AND PANEL SCHEDULES - BLDG I PLUMBING P0.1 PLUMBING GENERAL NOTES, LEGEND • • • AND SCHEDULE STRUCTURAL FRAME 0 BEARING WALLS INTERIOR 0 EXTERIOR 0 NON BEARING WALLS EXTERIOR 0 NON BEARING WALLS INTERIOR 0 FLOOR CONSTRUCTION INCLUDING BEAMS AND JOISTS 0 BEARING WALLS INCLUDING BEAMS AND JOISTS 0 TABLE 602-FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (IN HOURS) FIRE SEPARATION DISTANCE PROTECTION IN HOURSVT P0.2 PLUMBING SPECIFICATIONS • • • P2.0 PLUMBING FLOOR PLAN • • • P2.1 PLUMBING ROOF PLAN • • • VICINITY MAP P4.0 PLUMBING DETAILS • • • N N. T. S. AREA OF WORK FEDERAL WAY, WA "Y^ -'_� `� �'-'' F -> - Y. i _ --�;;' r s'�� ,., f� +r ,'kc ` :: •.. ,.... r �' -- + ;' . - r 7 t `` t x,., - , t,-_ h .... +4 w , _ •., .. i t IY , �a a• „- e �' _ A _ . _ " ' s.` '' ' ''� an,, , Tx .� .� - _- -' j. _ -- r -- . ,.� -> a� :` 'r .,ra `' s +L tea'' `_"�"'�` Y�" _ -• / s fi 1 �• �� f -% r ! ..- .. _; ' A�.� i ■ I ' -� ' 111 Y 4' _ �� y - _� ip _ ' ' - ', ;,, __ ' � ' _ •' � LANDSCAPE L0.00 TITLE SHEET • • • L1.01 CONSTRUCTION PLAN • • • L1.11 CONSTRUCTION DETAILS & SPECIFICATIONS • • • L2.01 IRRIGATION PLAN • • • L2.11 IRRIGATION DETAILS • • • L2.21 IRRIGATION SPECIFICATIONS 0010, L3.00 TREE REMOVAL AND PROTECTION PLAN • • • <5' 2 >5'<10' 19,;4„ >10'<30' 0 >30 0 FIRE RESISTANCE RATED CONSTRUCTION (CHAPTER 7) L3.01 PLANTING PLAN • • • L3.02 PERIMETER LANDSCAPE TYPOLOGIES PLAN • • • L3.11 PLANTING DETAILS • • • L3.21 PLANTING SPECIFICATIONS • • • SEE TABLE 704.8 FOR MAXIMUM AREA OF EXTERIOR WALL OPENINGS EXITING (CHAPTER 10) (SPECIFIC EXITING WILL BE CONFIRMED DURING TENANT BUILDOUT) (REFER TO EXITING DIAGRAM SECTION THIS SHEET) MAXIMUM TRAVEL DISTANCE 250' MAX. CIVIL (FOR REFERENCE ONLY) CV-01 COVER SHEET • • • EX-01 EXISTING CONDITIONS & DEMO PLAN • • • LG-01 LEGEND • • • ST 01 HORIZONTAL CONTROL &SITE PLAN • • • GR-01 T.E.S.C. & GRADING PLAN • • • EXITING DIAGRAM GR-02 T.E.S.C. & GRADING DETAILS & NOTES • • • UT-01 COMPOSITE UTILITY PLAN • • • ��%'-' � i ` ,r � ,__ � � �� 1 ' rr ��' STE. M40 STE. M36 < ' rr � , // 1,390 SF 2,673 SF r, // / r I,! �� -- ----- N II r - - - - II - L----_-I I I II� -----� L--J SUITE M40 II I I EXIT Ex�1 �r-�r-ir-it-�r-i ii I II Al PROVIDE MAX. OCC. = 99 ii i' i 1- 500 OCC.= 2 EXITS REQUIRED. <v� II I I cc, <v 3 EXITS PROVIDED. II I I -_, I I �--- EXIT WIDTH: 99 X 20 = 19.8" REQUIRED MIN. II I I I o o h (' ) �� I I I � _ w '� 170" PROVIDED II I i i NCO m ^ 9 O I =' �, > II �11 I I o a� II r•`I I o I _ II I I I a h SUITE M36 ii`v QO ACCESSIBLE PATH u I I I N 2 OF TRAVEL. TYP. I�i i I PROVIDE MAX. OCC. = 99 SD-01 PARKING & STORM DRAINAGE PLAN • • • DT-01 DETAILS • • • DT-02 DETAILS • • • DT-03 CURB RAMP DETAILS • • • SCOPE O F WORK THIS PERMIT 1. SHELL BUILDING ONLY FOR FUTURE TENNANT USE - EXTERIOR WALLS, STOREFRONTS, DOORS, ROOF AND CONCRETE FLOOR SLAB. 2. ELECTRICAL: MAIN SWITCHBOARD, HOUSE PANEL, TELEPHONE BOARD AND STUBBED -IN CONDUITS TO TENANT SPACE(S) FOR FUTURE CONNECTION BY TENANT(S). EXTERIOR AND INTERIOR LIGHTING. 3. MECHANICAL: HVAC UNITS AND PLENUMS FOR FUTURE CONNECTION BY TENANT(S). 4. PLUMBING: MAIN PLUMBING LINES - WATER, SEWER, GAS LINES STUBBD-IN TO TENANT SPACE(S) FOR FUTURE CONNECTION BY TENANT(S). ELEV ELEVATOR ELAST ELASTOMERIC EMERG EMERGENCY ENAM ENAMEL ENCL ENCLOSE(URE) ENTR ENTRANCE EPS EXPANDED POLYSTYRENE EQ EQUAL or EQUIVALENT EQUIP EQUIPIMENT EST ESTIMATE(D) LAV LAVATORY LB LAG BOLT LBR LUMBER LG LENGTH LIN LINEAR LKR LOCKER LPT LOWPOINT LT LIGHT LTG LIGHTING LW LIGHTWEIGHT SECT SECTION SEQ SEQUENCE SF SQUARE FEET SFGL SAFETY GLASS SFTU STRUCTURAL FACING TILE UNIT SH SHELF, SHELVING SHR SHOWER SHT SHEET SHT'G SHEATHING SIM SIMILAR DEFERRED SUBMITTAL 1. ROOF TRUSS JOIST 2. AUTOMATIC FIRE SPRINKLER SYSTEM 3. FIRE ALARM SYSTEM SEPARATE PERMIT, 1. SIGNAGE II i I i i 1- 500 OCC.= 2 EXITS REQUIRED. II � r;� - Ex'� 2 EXITS PROVIDED. ii I I i EXIT WIDTH: 99 X (.20) = 19.8" REQUIRED MIN. ii I I I EXT EXT 1 " I I ____ 102 PROVIDED ii I `�--- -7 Ill IL_ I �� J _ ___ ___ ____ I I II ----- _ _ II ' I �I II I� jj I I I I I I II ' j I I Ir-� II I I I I I I II I mcgarchitecture.com _ c� W c� > J C� > W = z J = z Q C/2 Seal: 20110580 REGISTERED ARCHITECT A Project for: Client: MATT MAJEED STATE OF WASHINGTON MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title Sheet #: TITLE SHEET G-101 @ MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 1ST PLAN CHECK SUBMITTAL 12.17.21 2ND PLAN CHECK SUBMITTAL 03.11.22 Q r� V `V r�■<� UNDER THIS PERMIT: 45200 SF, SINGLE STORY TYPE V-B, SPRINKLERED BUILDING O O M (V O O N 0 1 O O 0 13 a 21 320TH STREET RE ��I II ii II II II II .�ZZo22 CITY OF FERAL WAY COMMUNITYTIEVELOPMENT b o _ - - - - - - - - - - - - - - - _�\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- S G G G G G G G G G G G G 07 GT 7 7 ❑ 1 i� 4 NEW I o , ® PAD F PE 0 3 PD � Pf 4 5,200 SF � �' 7 500 SF �® 6 101 ® 0 71497 S F j 91 ' 127 � ti y PLANTER BOX v v 5A 5B 1 v 74 --- _ - MALL 3"I'HOPS E 31,236 SF mcgarchitecture.com C� w o >>zL� J C� W G J G'3 Q C/2 Seal: 2 110580 REGISTERED ARCHITECT STATE OF WASHE GDTON A Project for: Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title: REFERENCE SITE PLAN SITE PLAN SCALE 1"=40' Sheet #: A-001 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1ST PLAN CHECK SUBMITTAL 12.17.21 '�l E Zs W r.W-W IJ� NAP NAP EXISTING PARKING STALLS TO REMAIN. SEE CIVIL DRAWINGS FOR COMPLETE INFORMATION. NAP EX15TING PARKING LS TO �iEMAIN. SEE CIVIL DRAWI FOR COMPLETE INFORMATION. 1� OFF -SITE IMPROVER U'1'TEJZ)L DRAWINGS. 2 ON -SITE CONCRETE311XEJ1/f)K/"E`2,2D MATCH FLUSH WITH OFF -SITE SIDEWALK. ❑BUILDING STDEWAZK AN'D HTAPaP%SIG , REFER TO LANDSCAPE AND CIVIL 3 DRAWINCOMMUNITY DEVELOPMENT 4� 6" HIGH CONCRETE CURB, REFER TO CIVIL DRAWINGS. 57 LIGHT POLE BASE, SEE DETAIL (4/A-003) & SEE ELECTRICAL DRAWINGS. LANDSCAPE AREA, REFER TO LANDSCAPE DRAWINGS. 7 LANDSCAPE AREA, A PART OF OFF -SITE SCOPE, N.I.C. REFER TO OFF -SITE DRAWINGS. 8� ACCESSIBLE PATH OF TRAVEL. ACCESSIBLE RAMP, SEE CIVIL DRAWINGS. 10 ACCESSIBLE PARKING STALLS, SEE DETAIL (1/A-003 ). 11 CONCRETE CURB RAMP, SEE CIVIL DRAWINGS. 12 PARKING AREA PAVING AND STRIPING, REFER TO CIVIL DRAWINGS. 13 CURB RAMP BY FUTURE TENANT. 14 TRASH ENCLOSURE, SEE DETAIL (1/A-503 ). 15 CONCRETE STAIRS, SEE CIVIL DRAWINGS. CENTRAL MAIL BOXES; MODEL #3308 CLUSTER BOX UNIT (F SERIES), COLOR TO BE 16 "REFLECTIVE WHITE", PROVIDE COMPLETE INSTALLATION INCLUDING CONCRETE PAD AS REQUIRED. 17 BICYCLE RACK; 2-LOOP 39" LONG SURFACE MOUNTED BIKE RACK (997-503). BY PREMIER POLYSTEEL. 18 SHOPPING CENTER MONUMENT SIGN, N.I.C. REFER TO ELECTRICAL DRAWINGS. 1 g FUTURE DEVELOPMENT AREA AND BUILDING, N.I.C. 20 EXISTING POWER VAULT AND TRANSFORMER TO REMAIN. PROTECT IN PLACE. 21 BLOCK RETAINING WALL. SEE CIVIL DRAWINGS. 22 PAINT 4" WIDE 45 DEGREE DIAGONAL STRIPING SPACED AT 3-0" O.C. WITH TWO (2) COATS HIGHWAY PAINT. COLOR PER LOCAL GOVERNING AGENCY. 23 4" WIDE PARKING STRIPING. COLOR PER LOCAL GOVERNING AGENCY, SEE CIVIL E DRAWINGS. DASHED LINE INDICATES RED PAINTED CURB W/ PAINTED WHITE LETTERS "NO 24 PARKING -FIRE LANE" IN MINIMUM 3" HIGH, 30'-0" O.C. ON TOP OF CURB. VERIFY EXACT REQUIREMENTS AND LOCATIONS WITH FIRE DEPARTMENT. mcgarchitecture.com 0 c� c� c c� S yJ W G W LL > > Z Z W J J Q Seal: 20110580 REGISTERED ARCHITECT A Project for: Client: MATT MAILED STATE OF WASHINGTON (D z C/) J 00c)) gJ3: a OJa� UW�� C\1w w2�� = C� 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title Sheet #: ENLARGED SITE PLAN SITE PLAN SCALE 1 SITE KHMOMIS SCALE 1"=10' 1"=40' A-002 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 NOTE: REFER TO CIVIL DRAWINGS FOR & LANDSCAPE COMPLETE SITE DETAIL INFORMATION. a CONCRETE SIDEWALK OR PLANTER CURB AT PLANTER WHERE OCCURS, SEE OR SIDEWALK SITE PLAN WHERE OCCURS SEE CIVIL DWGS.- 900 PARKING I SCALE @ SIDEWALK / PLANTER 1/8" = 1' - 0" 900 TYPICAL PARKING BAY SCALE 1/8" = 1' - 0" 12 J Q U 0- 11 SEE CIVIL DWGS. TYPICAL EQUAL RADIUS AS REQUIRED. PLANTER AREA RADIUS = 3'-0" Wt EXPANSION JOINT, TYPICAL CONC. STEPPING PAD. SEE CIVIL DWGS. EQUAL RADIUS AS REQUIRED 6" HIGH CONC. CURB SEE CIVIL DWGS. 4" WIDE WHITE HIGHWAY PAINT (2 COATS), TYPICAL 900 PARKING I SCALE @ END PLANTER 1/8" = V - 0" EXPANSION JOINT, TYP. SEE CIVIL DWGS. TYPICAL 3' EQUAL > PLANTER w p w 0 U) 0 io CONC. STEPPING PAD. 3 r SEE CIVIL DWGS. 0 LIGHT STANDARD U BASE AS OCCURS SEE SITE PLAN. w U) 4" WIDE WHITE HIGHWAY PAINT (2 COATS), TYP. V 0 J > U w w vi 0 J U J FL > U w w 10 —6" HIGH CONC. CURB SEE CIVIL DWGS. EQUAL 3' N AREA RADIUS AS REQUIRED TYPICAL. 900 PARKING BACK TO BACK I SCALE @ END PLANTER 1/8..-- 1,- 0" LANDSCAPING, SEE SPECS. SMOOH TROWELED FINISH. FOR SOIL TREATMENT. SMOOTH FINISH TO 3" BELOW TOP OF SLAB. V-0" MIN. 411 v CONC. SIDEWALK W/ 3/4" 6x6W/1.4x1.4 MESH REINF. -TYP. N °a _ a G a cz_ d o fioOO 000 O 80qL0 � o �°o�eo °_n G COMPACTED BASE, PER SOILS REPORT. LOCATE IRRIGATION VALVES MIN. V-0" FROM EDGE OF SIDEWALK. 611 EDGE OF SIDEWALK SCALE 1-1/2" = 1' - 0" 12" NOTE: SEE ANCHORAGE DETAIL 8/- V-6" X V-0" X .080 ALUMINUM STANDARD ACCESSIBLE PARKING SIGN 1' 0" WITH ACCESSIBILITY SYMBOL. BOLT TO STEEL TUBE WITH 3/8" CADMIUM 7 X. PLATED BOLTS, NUTS AND TTWASHERS. "VAN ACCESSIBLE/ FIlgp 76 TE T ALUMINUM MOUNT JE'- WHERE j 0�' xhi00 2 2 SYMBOL OFACCESSIBILITY. LETTERS - TO BE 1" HICTY OF FEDERAL WAY IREz� 2" DIAMEM�!rTYXT NT z @ cn INTO CONC. FILLED PIPE 2-0". C? =9 PROVIDE WELDED WATER -TIGHT co M= c� CAP. PRIME AND PAINT: WHITE. 6" DIAMETER STANDARD STEEL PIPE FILLED WITH CONCRETE. - U) PRIME AND PAINT: ROYAL BLUE. ~ Z TOP OF BUILDING SIDEWALK = T PROVIDE (2) 3" LONG STUDS CONCRETE FOOTING. - �? o � NOTE: "' z 1. "ACCESSIBLE PARKING" AND "VAN ACCESSIBLE" NS ° TO CONFORM TO CURRENT LOCAL, STATE CODES AND REGULATIONS. 2. BOTTOM OF SIGN / SIGNS SHALL BE 6-8" ABOVE FINISH SURFACE. 3. SEE ANCHORAGE DETAIL 6/A-003 DIA. ACCESSIBLE PARKING SIGN AND PIPE SCALE 5 @ PAVED AREAS 1/2" = 1' - 0" BASE COVER #8 GROUND WIRE CHAMFER ALL EDGES BOND TO GROUND ABOVE GROUND LUG NO. 66-11 (3) #4 TIES @ 3" O.C. A TOP & AT 8" O.C. FOR 0 N "D" WHERE CONC. "D" WHERE SOIL OR AC PAVING ONLY OCCURS AT OCCURS AT BASE THE BASE 5'-0" 7'-0" CURB BALANCE OF FOOTING ANCHOR BOLTS PER LIGHT POLE MANUF. SPECIFICATIONS 4 � FINISH GRADE PARKING LOT III III IIII�,III,,,III ��III ��I III I a IIIIIII'' CONDUIT _ a #8 GROUND WIRE a STAGGER BENDS ON VERT. BARS 3" R — a III (6) # 6 VERTICAL BARS - a EVENLY SPACED 5/8" x 1 U-0" GROUND ROD n PLAN VIEW SEE SITE ELEC. PLANS FOR ADDITIONAL INFORMATION'S 2'-0" e NOT SHOWN HERE. DIA. 40 -0 LIGHT POLE BASEI SCALE TYPICAL 1/2" = 1' -oil ENTER LINE OF STALL /HITE BORDER /HITE SYMBOL LUE BACKGROUND NOTES: ALL STROKES TO BE MIN. 3" WIDE. FIELD: ROYAL BLUE. BORDER / SYMBOL: WHITE. PROVIDE TWO (2) COATS OF REFLECTIVE PAINT. LET DRY BETWEEN COATS. LOCATE SYMBOL IN FRONT OF PARKING STALL, VISIBLE TO TRAFFIC OFFICER AND CENTERED AS SHOWN ON SITE PLAN. ACCESSIBLE SYMBOL TO COMPLY W/ CURRENT STATE, LOCAL PUBLIC AGENCY, ETC., REQUIREMENTS, U.N.O. ADA PARKING SYMBOL SCALE 3 PAINTED ON PAVEMENT - TYPICAL 1" = 1' - 0" 70 SQ IN MIN SIGN - HANDICAPPED ONLY OR VAN ACCESSIBLE AS REQUIRED (SIGNPOST IN BOLLARD) [[LAID C nPPED $250.00 FINENAN 3' SQUARE ACCESSIBLE SIGN (WHERE OCCURS) INTERNATIOe SYMBOL OF = c� VAN A C SIBLE POST MOUNTING: 6'-8" MIN ABOVE FINISH GRADE ACCESSIBIL36" EMBLEM WALL MOUNTING: 3'-0" MIN ABOVE FINISH GRADE 1-0" / - BLUE BACKGROUND (TYP) �2 WHITE SYMBOL (TYP) 2 �o A � WHITE BORDER (TYP) T RE IR ED WHITE LETTERING (TYP) i2s,QHAND PPED POST MOUNTING: 6'-8" MIN ABOVE FINISH GRADE MAXIMUM SLOPE OF WALL MOUNTING: 3'-0" MIN ABOVE FINISH GRADE SURROUNDING AREAS GALV METAL POST SHALL NOT EXCEED 2% (WHERE OCCURS) ADA PARKING SIGNAGE SCALE 7 ADA ACCESSIBLE PARKING SCALE 2 H/C ONLY & VAN ACCESSIBLE 1" = 1' - 0" GENERAL REQUIREMENTS - ISOMETRIC - TYPICAL N/A 1. FOR ACCESSIBLE CURB RAMP / LANDING / SIDEWALK / GROOVE BORDER AND FINISH, THREADED OR WELDED CAP SEE CIVIL PLANS - TYP. 2. SURFACE SLOPES OF PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 1-3/4" MIN STD GALVANIZED 3. PAINT 12" HIGH, 1" WIDE STENCIL SEE CIVIL DWGS LETTER TO READ "NO PARKING" PIPE (ASTM A53) ACCESSIBLE ANCHORAGE POST MOUNTED SIGNS - TYPICAL WITH TWO (2) COATS OF PARKING SIGN, HIGHWAY WHITE PAINT. AS OCCURS. 1 /4" 0 GALV "U" BOLT 5 ACCESSIBLE 6" HIGH CONC. CURB SEE CIVIL W/GALV NUTS PARKING SIGN DWGS. 1/8" THICK GALV BRACKET 0 FIBER WASHER z M COORDINATE SEE CIVIL RAMP LOCATION DRAWINGS, 51101/6-0115'-0" 3/16" O GALV BOLT (THRU SIGN) c0 TYP.MAX. MI MAX. W/ /LABNSLDTYP W/GALV WASHER & NUT " J 4" WIDE PAINTED �, (ROUND HEAD BOLT) U BLUE STRIPES O, 4 WIDE 0 (2 COATS). PAINTED WHITE J STRIPES, (2 9' 0" METAL SIGN U COATS). BLUE w MIN. STRIPES AS � 3 occuRs. ARKING SIGN POST 4'-6" 5'-0" HANDICAP STALL MIN. MIN. MIN. AS OCCURS. 11 9'-0" 8'-0" MIN. "NO PARKING" LETTER, MIN. I FOR VAN SEE NOTE #3. SCALE 6 ACCESSIBLE PARKING @ SCALE 1 6" = 1' - 0" CONC. CURB RAMP 1/8" = 1' - 0" mcgarchitecture.com 0 C2 c� c c� s 9 yJ W G W LL > > z z W J J Q C2 G CD Seal: 20110580 REGISTERED ARCHITECT MATT M EED STATE OF WASHINGTON A Project for: Z � J gJLL a OJa� UW0� �w w2�� = C� Q Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title SITE DETAILS Sheet #: A-003 @ MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 7 SMOOTH AND LEVEL CONCRETE SLAB, FLOOR MUST BE LEVEL TO 1/4" OVER 10'-0" SPANS. FLOOR MUST BE READY TO ACCEPT TENANT FINISHES. PROVIDE 1 F1 R 10 MIN. INSULT gMfTl�fnRIMETER OF SLAB ON GRADE. REFER TO STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. A 201 8 WOOD STUD WAL3 VT1 fiy 202TZN & 5/8" GYP. BD. SEE STRUCTURAL AND MECHANICAL DRAWINGS AND ENERGY CALCULATIONS GYP. BD';fdS'T F?1TALFRP?-�ACESAh'fALL BE LEVEL 4 FINISH UPTO 12'-6" AFF , C�OMMU IFFY1 BEVELOMENT GYP. BD. FINSIH FOR ALL UTILITY ROOM SHALL BE LEVEL 2 FINISH FULL HEIGHT F26 8 STRUCTURAL SHEAR WALL, SEE STRUCTURAL DRAWINGS TYP. F4 UTILITY ROOM WALL UP TO ROOF DECK WITH BATT INSULATION, SEE --------------- - DETAIL 5/A600 (SIM.) F25 F5 ROOF ACCESS LADDER, SEE DETAIL 21/A501 F7 I - TYP. ___________ __ _ _ ___________ __ __ ______________ I �� i F8 F6 LINE OF METAL CANOPY AND AWNING OVERHANG ABOVE. PROVIDE BLOCKING AS REQUIRED FOR ATTACHMENT. SEE STRUCTURAL DRAWINGS TYP. 66'-0" TYP. `�\ \ F7 CONCRETE SIDEWALK, A PART OF BUILDING CONTRACT. REFER TO STRUCTURAL, __�_-0_----- -- --------------J ap i �� `� \\ LANDSCAPE, AND CIVIL DRAWINGS FOR COMPLETE INFORMATION. 24'-0" 20'-0" 22'-0" �0 a CONCRETE SIDEWALK, MEET AND MATCH WITH ADJACENT SIDEWALK F25 24'-0" 13'-7" 6'-5" 5'-0" 13'-0" 4'-0" v `'---- ` \ \\\ F9 ACCESSIBLE CURB RAMP. REFER TO CIVIL DRAWINGS TYP. F6 F30 TYP. TYP. F18 ■ 1� 0 1_ i i 1 1_ � ) �' \ i i \ \ \ \\ \ F10 CONCRETE CURB RAMP WITH FLARE. REFER TO CIVIL DRAWINGS --__ - - F25 I I TYP. F1 � - o ■ o N ■ ■ \ I EXIST. ELECTRICAL - I \ '^ ! SWITCHGEAR. �- \ \ C \\ 1 � � \�\�\\ F11 AUTOMATIC SPRINKLER RISER W/ DRY SYSTEM LO \ ; q 1 \ \L------- o L F12 AUTOMATIC SPRINKLER EQUIPMENT, P.I.V., DETECTOR CHECKS, UNDERGROUND VAULT, ETC. A PART OF SITE CONTRACT, SEE SITE till I DEVELOPMENT AND CIVIL DRAWINGS I I I I O 8 � EXIT F19 F20 EXIT I____II__-- I_--- I ---- ---_II_-- -11 i i II F13 RECESSED KNOX BOX, SEE DETAIL 12/A501. VERIFY FINAL LOCATION WITH FIRE DEPT. INSPECTOR I j j I j A 003 2 F1 TYP. 1 1 1 II TYP. ___ 1 1 i i 1j /<�> F4 F14 o F25 L I 1 -I j F14 ELECTRICAL SWITCHGEAR, SEE ELECTRICAL DRAWINGS 1 1 I 1 F25 TYP. 5' 0" 12'-6" TYP. D I 1 1 F15 O ELECTRICAL EQUIPMENTS, SEE ELECTRICAL DRAWINGS TYP. _ F2 F16 FUTURE ATM BY TENANT. G.0 TO PROVIDE PER DETAIL 4/A504 - 1 co 1 1 1 i F2 TYP. r F3 O�' Q M i II F17 ELECTRICAL TRANSFORMER AND PIPE GUARDS. PART OF SITE CONTRACT, I i i i i Zo I; I \—I TYP. i ; ; I I I SEE SITE DEVELOPMENT DRAWINGS I 1 YP. __ — 1 i 1 F18 O GAS METER, PROVIDE PROTECTIVE RAILING WHERE EXPOSED TO PEDESTRIAN TRAFFIC. SEE PLUMBING DRAWINGS 1'-0" A 00 TYP. i i ; ROOF DRAIN PIPE IN WALL ASSEMBLY, RUN UNDER SIDEWALK AND CONNECT TO STORM DRAIN PIPE, REFER TO PLUMBING AND CIVIL II o I 1 1 F7 O� C, DRAWINGS FOR COMPLETE INFORMATION OVERFLOOR DRAIN PIPE IN WALL ASSEMBLY, DISCHARGE AT FACE OF WALL. 11 I I 3 ; i I TYP. G F1 O C 2 F20 SEE DETAIL 7/A501 AND PLUMBING DRAWINGS B A 201 M I I I I I �� A 201 I I I I I F21 HOSE BIBB. SEE PLUMBING DRAWINGS o II 1 i i ; PATIO AREA M 4O M 36 I i i i F22 O ACCESSIBLE PARKING STALLS AND SIGNS. A PART OF SITE CONTRACT, SEE SITE DEVELOPMENT DRAWINGS 1 i i 647 SF I I I 1, 390 SF + 2, 673 SF CENTRAL DELIVERY MAIL BOXES. COORDINATE REQUIREMENTS WITH A o i ; I I 1 I I I i i O F23 LOCAL US POST OFFICE AND INSTALL COMPLETE MAIL BOX SYSTEM AS REQUIRED coi F6 F24 O PARKING STALL STRIPING, ASPHALT CONCRETE PAVING, PART OF SITE CONTRACT, SEE SITE DEVELOPMENT DRAWINGS I I o i i i T�yp I o F25 O PLANTER AREA. A PART OF SITE CONTRACT, SEE SITE DEVELOPMENT DRAWINGS F25 M I I I 1 1 I EXIT 0 I TYP. 10-6 11 CONCRETE CURB, SEE CIVIL DRAWINGS. A PART OF SITE CONTRACT 1 i i I iI1 iIiIII I iiiIi PIPE GUARD. A PART OF SITE CONTRACT, SEE SITE DEVELOPMENT DRAWINGS ;II F7 1 TYP. G 5 A 502 SIM. TYP 21 O TRASH ENCLOSURE. A PART OF SITE CONTRACT, SEE SITE DEVELOPMENT DRAWINGS X-1IT O0 BIKE RACK. A PART OF SITE CONTRACT, SEE SITE DEVELOPEMNT0 A- 03 0Go DRAWINGSTYP. — — — --- — — — — — — — — CO 28-3/ —Off —. — --- T;11 T II CCC 0 5'DEEP MIN. LEVEL DOOR LANDING WITH 2% MAX. SLOPE AWAY FROM BUILDING F29`tI r-rN— ---E-D � 4 I I --- ------------ V __________L____ ______ I PIPE BOLLARD, SEE DETAIL 22/A504 �ii1 k�?ii1� L--Z ----- �✓��y o IiI ,r F7 00oo F30° F 0o i OFFF22371 NOT USED ,o TY � Z_<>Ty_P TYP. ____it_____ — --------------- ..0o -------------- -z- ----- 1°° $ TYP. ---- ---- -------III1 COBBLE FOR OVERFLOW DRAIN, SEE LANDSCAPE AND CIVIL 1 II1II1i1I 1111111r;I IIIIIIiIIII IIIIIIiIIII 111111I1III11 IIIIIIIIII I1111I1111III IIII111I1 III111I11 IIIII1IIj F9 �I1I111 ------- _— I TYP. I I II I II L---------JI1 I F251-0'l 1I L ----- F26 0" 11I1; 11111; 3 '-0" 10" 3'-0"171-311 - TYP. 16'-9" 3'-6" TYP. F26 I 1II TYP. 0 1 I I 0 1I 1 24'10" 20I-0II I 220I1 �11T YP.0o000010 II I11 1I 11I n---Q--a-- I I I I 66 I I I__ \J-J F3-1FTYP. 1p°909o9°900o0°90909a TYP. 00°0°0°0°0°O0°00g IIIII 1I1I 1II1I F22 0o0F24 00000° ��°° TYP. TYP. ; ; ; I I I I 4 A-201 I i I I I I I 11 I I I I 1 I A 503 I i I I i 1; I i 1 I O L--- I II I -- I I I I I I F28 N FLOOR PLAN SCALE 1 1 /8" = V-0" FURRED WALL WITH INSULATION. REFER TO STRUCTURAL DRAWINGS EXIT ILLUMINATED EXIT SIGN Qi FIRE SPRINKLER RISER D X DOOR SCHEDULE, SEE SHEET A-601 W W W LANDSCAPE. REFER TO LANDSCAPE DRAWINGS. �E PROPOSED TYPE 2A10BC FIRE EXTINGUISHER LOCATIONS D X DOOR SCHEDULE WITH PANIC HARDWARE, P.H. SEE SHEET A-600 2-HR WALL ASSEMBLY LEGEND SCALE B FLOOR PLAN KEY NOTES SCALE A NTS NA mcgarchitecture.com C� c� W c C� > J C� > W = z J = z Q C/2 Seal: 20110580 7EGTERED HITECT A Project for: Client: MATT MAAED STATE OF WASHINGTON MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title Sheet #: FLOOR PLAN A-101 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 1ST PLAN CHECK SUBMITTAL 12.17.21 2ND PLAN CHECK SUBMITTAL 03.11.22 L 7 EXPOSE TO ROOF STRUCTURE (TYP.). C1 PROVIDE R49 MIR`1�TZlON UNDER ROOF DECK. SEE ENERGY CALLC.. FOR COMPLETE INFORMATION. C2 SURFACE MOUId 34/F/l2l(` LUE ELECTRICAL DRAWINGS. ILLUMIIATED EXII(�KNWBKfTER1' 6ALTC6 (REFER TO ELECTRICAL OC3 DRAVCOMMUNITY DEVELOPMENT 8 EXPANSION JOINT, SEE DETAIL 26/A501. 8 LINE OF METAL CANOPY OR AWNING. SEE BUILDING ELEVATIONS. 8 EXTERIOR CEMENT PLASTER SOFFIT. 1 3 C7 EXPANSION JOINT CARRY OVER FROM FRONT SIGN BAND WALL AND EXTEND TO REAR OF SIGN BAND, TYPICAL. T C8 SOFFIT VENT SCREED, SEE DETAIL 18/A501. ol 9'-9" 12'-0" 12'-0" 5'-10" C9 EMERGENCY LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. 2X5 HSS INTERMEDIATE CANOPY STEEL SUPPORTS SPACED AT 6'-0" O.C., SEE TYP. TYP. C10 STRUCTURAL DRAWINGS. C2 C10 C11 C9 2X2 HSS LIGHT FIXTURE SUPPORTS WELDED TO C-CHANNEL. MOUNT TYP. TYP. FIXTURES TO 1 OX1OX%4" THK STEEL PLATE WELDED TO 2X2 SUPPORTS. TYP. tTyp\ II C12 20 GA. MIN. LOW PROFILE RIBBED METAL PANEL. Fr EXIT EXIT C6 N TYP. C3 C5 TYP. TYP. C2CO 47T YP. TYP. C5 O TYP. M C1 TYP. C1 TYP. 0 _ B 3'-0" CEILING PLAN KEY NOTES SCALE ^ (v. NA 4'-0" o Q N T W 1. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. SEE SHEET A-201 FOR EXTERIOR MATERIALS, COLORS, & FINISHES q = EXIT T 0 C6 r TYP. Lw C9 EXIT EXIT TYP. o _ A 0 0 M \4TYP. C11C5 TYP. TYP. C2 TYP. EQ. 11'-0" EQ. -8" 12'-0" 12'-0" 12'-0" 6'-10" N REFLECTED CEILING PLAN SCALE 1 NOTES SCALE B II 1 /8 = 1'-0" NA STUD WALL, REFER TO STRUCTURAL DRAWINGS EXIT ILLUMINATED EXIT SIGN WITH BATTERY BACK-UP, REFER TO ELECTRICAL PLANS O RECESSED LIGHT FIXTURE, REFER TO ELECTRICAL PLANS ' 0 STRIP FLOURESCENT LIGHT FIXTURE, REFER TO ELECTRICAL PLANS ❑ EMERGENCY LIGHT FIXTURE, REFER TO ELECTRICAL PLANS LEGEND SCALE A DETAIL NTS mcgarchitecture.com 0 c� W c c� > J �o= > W z J z Q Seal: 20110580 7EGTERED HITECT A Project for: Client: MATT MAkED STATE OF WASHINGTON MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title Sheet #: REFLECTED CEILING PLAN A-121 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 1ST PLAN CHECK SUBMITTAL 12.17.21 2ND PLAN CHECK SUBMITTAL 03.11.22 L NIT ON f ffi6ggrc� .,J&CTURAL, MECHANICAL AND PLUMBING R1 DRAW R2 GENERAL DIREc IiSN1o&/(2&2I2AE, TYPICAL. 1 2 3 R3 CRICK Q I EDPITIU I& FEDERAL WAY COMMUNITY. DEVELOPMENT R4 ROOF AND OVERFLOW DRAIN, SEE DETAIL 1/A501 AND PLUMBING DRAWINGS. D A 301 C SIM. A 301 R5 ROOF LADDER, SEE DETAIL 21/A501. I I 25'-0" T.O. PARAPET i R6 PARAPET WALL BRACING WITH CRICKET, SEE STRUCTURAL DRAWINGS. 23'-0" PROVIDE EXTERIOR WALL FINISH ON RETURN WALL AND EXTEND TO 3" LOWER 23'-0" T.O. PARAPET R7 THAN ADJACENT PARAPET WALL. T.O. PARAPET 17'-3" T.O.S. 17'-6" /� I T.O.S. + 17'-3" 25'-0" T.O. PARAPET R8 2'-0" x 2'-0" ROOF OPENING FOR CONDITIONING ATTIC SPACE. PROVIDE T.O.S. COMPLETE INSULATION ENVELOPE ON EXTERIOR SIDE OF ATTIC SPACE. TYP. CANOPY LINE IL BELOW, TYP. -----------I---- ---- — = r___—_- -- C TYP. 17'-8" R4 RD/OD w RD/OD '\\—+17'-10. T.O.S. 4 / — m o _ I - ` T.O.S. _ - - E— — — A 3 — —L RBTYP. 23'-011 T.O. PARAPET _ I� R3 — R1 7 TYP.„ 25'-0" T.O. PARAPET TYP. 22 -0 'I y T.O. PARAPET 23'-0" 4'-6" 18'-411 4'-0" T.O. PARAPET 18'-4" T.O.S. T.O.S. 26'-011 8"z — — �W— — B T.O. PARAPET 61-011 -- R8 TYP. w O w o CANOPY LINE c z c z BELOW, TYP. B R6 R2 SIM. A 301 _ TYP. SIM. A-301 R7 CANOPY LINE TYP. BELOW, TYP. 26'-0" 19'-4" I 23'-011 I 19'-4" 23'-0" T.O. PARAPET T.O.S. T.O. PARAPET T.O.S. T.O. PARAPET � � ROOF PLAN KEY NOTES SCALE NA 26'-011 � T.O. PARAPET � FUTURE HVAC EQUIPMENT OPENINGS MUST BE COORDINATED A B TO FIT BETWEEN JOISTS/TRUSSES. SEE T.I. MECHANICAL AND STRUCT'L PLANS. A 301 A 301 1. CONTRACTOR SHALL CONFIRM THAT ALL ROOF AREAS ARE PROVIDED FOR POSITIVE DRAINAGE TO ROOF DRAINS PRIOR TO SHEATHING OF ROOF. N TPO ROOFING, BY FIRESTONE BUILDING PRODUCTS CO., LLC 2. CONTACTOR SHALL PROVIDE CRICKET WHERE IT IS REQUIRED FOR PROVIDING ICC-ES EVALUATION REPORT ESR-2831 POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENINGS, PLATFORMS, R-49 ROOF INSULATION, SEE MECHANICAL ENERGY FORMS. RETURN WALLS, BRACINGS, ETC. 3. CONTACTOR SHALL VERIFY SIZE AND LOCATION OF ALL ROOF OPENINGS, PLATFORMS, ETC. WITH RESPECTIVE CONTRACTORS. 4. ALL ELEVATIONS SHOWN ON ROOF PLAN ARE GIVEN FROM THE FINISH FLOOR ROOF PLAN SCALE 1 ELEVATION. 5. CONTRACTOR SHALL PROVIDE A COMPLETE SINGLE PLY ROOFING SYSTEM FOR FLAT ROOF AREA INCLUDING, BUT NOT LIMITED TO, FLASHINGS, COPINGS, ETC. REFER TO SPECIFICATIONS FOR COMPLETE INFORMATION. 6. WHERE VENT PIPES AND UTILITY LINES PENETRATE THE ROOF SHEATHING, REFER TO DETAIL (8 & 9/A-501). 7. TPO ROOFING SYSTEM, SEE SPECIFICATIONS FOR COMPLETE INFORMATION. 8. PROVIDE ROOFING WALK PAD FROM ROOF LADDER TO ALL HVAC UNITS AND AROUND HVAC UNITS PER RECOMMENDATION BY ROOFING MANUFACTURER. 9. ALL HVAC UNITS SHALL BE PLACED ON FACTORY ROOF CURBS AND LOCATED IN AREA DESIGNATED FOR MECHANICAL EQUIPMENT. NOTES SCALE B NA �p p RD/OD PARAPET AND MANSARD PASS-THRU OPENING, TYPICAL. — — — — WALL BELOW ® EXHAUST HOODS FOR CEILING FANS AT TOILETS ROOF VENT SLOPE 1/4" ROOF SLOPE DIRECTION. SLOPE 3/4" PER FT MIN. FOR CRICKETS PER FT MIN ROOF CRICKET LEGEND SCALE A DETAIL NTS mcgarchitecture.com 0 c� W o C-mJ J c� > W z J z Q c� Seal: 20110580 REGISTERED ARCHITECT A Project for: Client: MATT MAkED STATE OF WASHINGTON MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title Sheet #: ROOF PLAN A-141 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 1ST PLAN CHECK SUBMITTAL 12.17.21 2ND PLAN CHECK SUBMITTAL 03.11.22 L BCOLOR: "BLACK DIAMOND VELOUR" COLOR: "PERB"gW: FF) WPAQUAL. NB "MATTE/L1ACK" / 2 0 2 2 COLOR: 3 2 1 CITY OprrJ�Fy FEDERAL WAY o. p C "RI �s+ LL PMENT � PAINT BY SHERWIN WILLIAMS SIM. E COLOR: SW7079 "PONDER". C D - PAINT BY SHERWIN WILLIAMS 301 TYP. 301 TYP. COLOR: SW7674 "PEPPERCORN" 4 4 4 10 5 1 5 - PAINT BY DUNN EDWARDS D E D - F A F G COLOR: DE5873 "PERISCOPE". HVAC EQUIPMENT I BEHIND PARAPET I I WALL. TYP. L I F— I I I I F� —4— --- o G�J U U CJ L------L L--- --L T CJ U U I U U 0 I � ED N C-) CJ I o M N 19 o - o AR11 Almly/ P� 7 17 7 3 8 20 4 A-505 - A-505 TYP. TYP. TYP. TYP. TYP. �XX SOUTH ELEVATION SCALE 1 FINISHES / COLORS LEGEND SCALE 1 /8" =1 '-0" EnTHIN BRICK BY BELDEN BRICK COMPANY. C B A T B C 2 WOOD SIDING BY NEWTECHWOOD OR EQUAL. L!] CORRUGATED METAL SIDING, DL-3 PANEL BY METAL SALES OR EQUAL. I I I I I I 4 EXTERIOR CEMENT PLASTER SYSTEM. Sim. SIM. E A B C METAL CANOPY. 301 TYP. TYP. 301 TYP TYP 301 301 TYP. TYP. I 4 5 4 4 I 1 4 10 2 5 I 14 5 1 3 5 4 4 1 O 4 ONT SYSTEM CLEAR1" � DERED � E F D E A D - B F 1 F A C F I D D - E I GLAODI SITH SULATEDATED FLOAT GLALUMINUM IN ASS OR TEMPEREDOCCRS URS. HVAC EQUIPMENT I HVAC EQUIPMENT BEHIND PARAPET AUTOMATED TELLER MACHINE BY TENANT. a] BEHIND PARAPET I I WALL. TYP. WALL METAL DOOR/FRAME PAINT TO MATCH ADJACENT SURFACE. B -- — 1.I 9 I I I I - B NEW TECH WOOD. o o L— - - - - - - — — — -- I — — � J 1 O SIGNAGE BY OTHERS, UNDER SEPARATE PERMIT. CJ U CJ CJ U U CJ _ ELECTRICAL TO PROVIDE POWER AND JUNCTION BOXES. -7)0 CJ CJ -50 Sim. T Zo q 11 ELECTRICAL SWITCHGEAR, PAINT COLOR TO MATCH ADJACENT WALL. N D N � U CJ N A 505 SIM. 12 KNOX BOX AS REQUIRED BY A LOCAL FIRE DEPARTMENT. TOP OF KNOX 3 ; 21 24 ; BOX TO BE INSTALLED BETWEEN 5' 0" AND 6' 0" AF.F. q C r � 3 A-505 r o A 600 A 505 - `n 13 I o TYP. I I METAL COPING PAINTED AND COLOR TO MATCH ADJACENT SURFACE. BUILDING ADDRESS, NUMBER VISIBLE FROM THE STREET. POSTED NUMBERS SHALL CONTRAST WITH THE BACKGROUND USED AND MUST BE LEGIBLE FROM THE STREET AND ILLUMINATED WHERE IT IS REQUIRED. I ADDRESS NUMBERS SHALL BE ARABIC NUMERALS 12" HIGH MIN. AND 1/2" MIN. 4 4 17 20 7 7 4 g 1 3 8 3 20 17 7 8 STROKE WIDTH. E D - A 505 A 505 A-505 A 505 F A C FF �-91� C A 505 _ A 505 _ 15 TRASH ENCLOSURE STRUCTURE. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 16 PATIO STRUCTURE. 17 EXPOSED CONCRETE FINISH. EAST ELEVATION SCALE 3 WEST ELEVATION SCALE 18 1/8"=1'-0" 1/8"=1' 0" CONCRETE SIDEWALK. 19 ALUMINUM BRAKE METAL COLOR TO MATCH STOREFRONT. 1 2 3 I A I B I TYP. 301 TYP. TYP. TYP. 301 1 1 5 2 10 5 3 4 4 1 14 A F B - F C D EF- I I 12 I I A-505 SIM. I ------ o r I CJ I U U CJ I C 0 N 4 0 D N 0 I I 3 I I A-505 /, \ 24 - I A-505 0 MATERIAL NOTES: 7 10 17 4 1. INSTALL COMPOSITE WOOD SIDINGS, METAL SIDINGS COMPLETE WITH TRIM/ACCESSORIES PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. A 05 F163] A 505 F _ A-502 _ E 2. INSTALL BRICK VENEER PER MANUFACTURER'S STANDARD INSTALLATION TYP. TYP. REQUIREMENT'S. 3. ALL EXTERIOR FINISH SYSTEM SHALL BE INSTALLED WITH %8" GRAVITY CAVITY RAINSCREEN SYSTEM BY MASONRY TECHNOLOGY INCORPORATED. PROVIDE COMPLETE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. NORTH ELEVATION SCALE 4 MATERIALS LEGEND SCALE A 1 /8 =1 -0 mcgarchitecture.com Seal: 20110580 A Project for: Client: 0 c� c� c c-D > J c� > W z J z Q coo REGISTERED ,ARCHITECT MATT MAULED STATE OF WASHINGTON Qam MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title Sheet #: EXTERIOR ELEVATIONS A-201 c MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1ST PLAN CHECK SUBMITTAL 12.17.21 7 CANOPY SECTION KEY NOTES OSINGLE PLY ROOFING SYSTEM, SEE SPECIFICATIONS. RESUBMITTED OEXTERIOR CEMENT PLASTER. 3/16/2022 OTHIN BRICK VENEER. CITY OF FEDERAL WAY O WOOD qMFMUNITY DEVELOPMENT OCORRUGATED METAL SIDING. GRID GRID OCOMPOSITE SOLID WOOD DECK BOARD. OALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING. OFINISH FLOOR. 21 A-502 23 1 23 O 10 CONCRETE CURB, SEE DETAIL 13/A501. BUILDING AND ROOF INSULATION, SEE MECHANICAL DRAWINGS. A-502 11 SEE STRUCTURAL DRAWINGS FOR FRAMING INFORMATION. !! II 22 1 ------ — ----� 22 1 12 FUTURE TENANT SIGN (N.I.C.). I1 I 1 11 'J' BOX FOR FUTURE TENANT SIGN, PROVIDE RACEWAY AT BACK OF PARAPET. 2 I I 11 5 I I 13 WHERE OCCURS. TYP. SEE ELECTRICAL DRAWINGS. 1 I 1 14 ALUMINUM CANOPY. 12 I 1 1 2 1 15 TRASH ENCLOSURE STRUCTURE. 0 I I I 1 0 13 1 I 1 16 EXTERIOR CEMENT PLASTER OVER CMU. 0 M T 12 � • 1 10 17 BRAKE METAL, SEE ELEVATIONS FOR COLOR APPLICATION. I 1 14 I I 1 I 10 13 I 1 PROVIDE 12 W x 24 H 18 PROVIDE 5/8" GYP BOARD. o I ACCESS PANEL 1 OPENINGS AT 4'-0" OC I 1 g NOT USED. 2' 0" 14 I 18 FOR SIGNAGE J-BOX. Q I I Q I 1 TYP. R-10 MIN. 2" RIGID FOAM PANEL INSULATION AT INTERIOR PERIMETER WALL N N 20 FOOTING AND RUN 24" MIN. HORIZONTAL BELOW CONCRETE SLAB, TYP. I 1 IN 4" DIA. PERFORATED RIGID PVC PIPE. 4'-0" 1 22 EXTEND BUILDING EXTERIOR FINISH TO MIN. 3" LOWER THAN ADJACENT 1 PARAPET WALL, TYP. ------ ---� FINISH COLOR & MATERIAL AT RETURN WALL TO BE MATCHED WITH FRONT o 18 23 O WALL, TYP. � 23 0 3 0 5 7 g 8 8 -0' MIN -0" MIN ° 11�W�1Ti„1 ' IDi�-ll�ll�lTi�llli„I I�W�1llI�111L 21 20 21 20 WALL SECTION SCALE D WALL SECTION SCALE DETAIL 1/4" = 1' - 0" DETAIL 1/4" — V - 0" 1 3 A 21 0" 1 A-502 A-502 Sim. ----- -----� -------- — -----1 I I 1 I 2 1 I I I 12 J 1 I 1 12 1 I I � 111 I I 1 1 r2 13 1 o o I T I I 4 1 I I 110 14 I I 14 1 10 10 I o C 1 I I o b ED c� 2 N - I 18 3 0 � I �� I Cq 5 18 � 18 0 M 0 23 0 0 23 7 g 8 g 8 8 '-0" MIN 0" MIN NIS 0" MIN 21 20 21 20 21 20 WALL SECTION SCALE E WALL SECTION SCALE C WALL SECTION SCALE A DETAIL 1/4" = 1' - 0" DETAIL 1/4" = 1' - 0" DETAIL 1/4" = 1' - 0" mcgarchitecture.com 0 c� c� c c� S yJ W G W LL > > Z Z W J J Q Seal: 20110580 REGISTERED ARCHITECT A Project for: Client: MATT MAILED STATE OF WASHINGTON Z � J CY) C/) 0 0 00 gJLL a OJa� UW�� C\1w w2�� = C� 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title Sheet #: WALL SECTIONS A-301 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 7 VARIES RE: ROOF PLAN EXTERIOR CEMENT MAINTAIN MIN. 3/4" PER FT. SLOPE TPO ROOFING TO EXTEND FULL HEIGHT PLASTER OR ASPHALT PLASTER J MOLD TYP. SHINGLES AS OCCURS. SEALANT ALL 4 SIDES 2 PLYWOOD, SEE STRUCTURAL MIN. & WIDE, 1/2" THICK PLYWOOD CATWALK AS OCCURS, SEE CANOPY SINGLE PLY ROOF MEMBRANE OF FRAME SECTIONS FOR LOCATIONS - TYP. 6" MIN. WOOD BLOCKING CONTINUOUS WELD OVERLAP, TYP. RESUBMITTED 2X WOOD STUDS RE: STRUCT. DWGS. 20 GA. G.I. FLASHING, AS OCCURS. TYP. PAINT TO MATCH ADJ. SURFACE SOFFIT JOISTS, SEE STRUCTURAL DRAWINGS. CONTINUOUS EDGE / 16 / 2 0 2 2 SEALANT AS REQ D. SEALANT DOUBLE 2 x FRAME SECURELY ATTACH TO TYP. CITY OF FEDERAL WAY 1/2" CDX PLYWD. SHTG. RE: STRUCT. DWGS. EXTERIOR CEMENT PLASTER HM FRAME WITH WEATHERSTRIP ALL 4 SIDES - AROUND OPENING. FRAME WITH SCREWS. FASTENER AND PLATE LOPE ER FT. MIN. COMMUNITY DEVELOPMEN FINISH OVER METAL LATH CONT. SEALANT PAINT O EXTEND NEW TPO ROOFING UP AND OVER OVER BUILDING PAPER OVER //►► TOP OF NEW PARAPET SHEATHING OVER 2 x STUD o HANDLE �� FRAME GASKET AS OCCURS ALL AROUND TYP. SHAPE FIBER CANT STRIP co AS NEEDED TO FIX x PLYWOOD SHEATHING IRREGULAR CORNERS 2 x FRAMING, SEE M 1/2" PLYWD. O/ 2X4 SLOPING 2X6 LEDGER BOARD CRICKET FRAMING AT 16" O.C. STRUCTURAL DRAWINGS METAL DOOR - PAIN TO MATCH ADJAC N FLUSH PANEL ACCESS DOORS: "NYSTROM" XT W/ LOCKABLE EXTERIOR PLASTER SOFFIT ROOF MEMBRANE FLASHING OVER ADHESIVE, PROVIDE 0 SURFACE HANDLE INTERMEDIATE FASTENERS CYLINDER LOCK @3'-0" MAX. INTERVALS FOR COPE WALL FLASHING 314. 12„ MIN, DRIP SCREED 20 GA GALV STEEL 24" x 36" MILCOR, FLUSH SILL FLASHING - PAINT 2 x FRAMING, SEE PANEL ACCESS DOOR, NOTE: STRUCTURAL. STYLE - K, WITH CYLINDER 1. PROVIDE COMPLETE INSTALLATIONS FOR ROOFING AND FLASHING AS CONT. SEALANT LOCK. PAINT TO MATCH ADJACENT PLASTER COLOR RECOMMENDED BY MANUFACTURER. 2X BLOCKING ALL AROUND FRAME 2. FOR FRAMING AND PLYWOOD SHEATHING, REFER TO STRUCTURAL. CRICKET DETAIL SCALE 30 DRIP SCREED SCALE ^� L ATTIC ACCESS DOOR SCALE 20 CANOPY ACCESS SOFFIT SCALE EDGE FLASHING SCALE J 0 I FLASHING AT ADJ.BLDG. 1-1/2" = 1' - 0" AT CANOPY 1-1/2" = 1' - 0" TYPICAL 1-1/2" = 1' - 0" 1"=1'-0" 3" = 1' - 0" 2" (TYP) 7/8" EXT CEM PLASTER NOTE: 21_011 21_011 21_011 2'_0" le W/PAPER BACKED METAL LATH - INSTALL DRIP SCREED PROVIDE COMPLETE INSTALLATION FOR ROOFING AND FLASHING AS RECOMMENDED BY MANUFACTURER. CASING BEAD TYP. VENT PIPE ALL AROUND. WITH CONTINUOUS SEALANT SEALANT PAINTED EXTERIOR 8" WIDE FLASHING STRIP WITH CONTINUOUS CEMENT PLASTER WELD EDGES, OVER FASTENER AND PLATE SEAMLESS LEAD (WHEN PARAPET HEIGHT IS PLYWOOD SHEATHING PAINTED GALV. METAL 2 3'-0" MAX. SPACING ROOF FLASHING 2 x BLOCKING UNDER 30", OMIT FLASHING, o SEE STRUCTURAL DRIP MOLD. BLOCKING BEAD OF INDUSTRIAL ROOFING 3/4" PLYWD. AND PLASTER RUN ICOPING L HEATHING (TYP) CEMENT ALL AROUND 14"x24" @ 10'-0" OC GALV UNDER PARAPETTHEN ) TO STRUCTURAL DWGS) ROOF MEMBRANE FLASHING OVER ADHESIVE, SHEET METAL LOUVER SEAL ALL AROUND THE 0 PROVIDE INTERMEDIATE FASTENERS z PERMASEAL 24 GA. G.I. FLASHING c EDGES PAINT TO MATCH = @ 3' 0" MAX. INTERVALS FOR WALL FLASHING LEAD SKIRT OVER ASSEMBLY BY "FRY REGLET 3/4" METAL REVEAL'FRY' ADJACENT SURFACE WITH g PLYWOOD STEEL REINF.BOOT z "' CORP.", TYPE "ST" OR PCS 75 75 PAINT GALVANIZED HARDWARE SHEATHING SINGLE PLY ROOF MEMBRANE BEAD OF INDUSTRIAL ROOFING APPROVE EQUAL. PROVIDE 6" MINIMUM END LAPS. PLAN g 24" x 48" x 1" HOMOGENEOUS 7/8" CEM PLASTER OVER CLOTH SEE STRUCT. o DWGS. OVER 1/4 DENS DECK CEMENT ALL AROUND _ M NON -LAMINATED SKID RESISTANT METAL LATH OVER (2) LAYERS w M = CONTINUOUS WELD -, „ 00 3/4 PLYWOOD WALK PAD COMPATIBLE WITH GRADE 'D' BLDG PAPER (TYP) WOOD BLOCKING, Q CONT. EDGE SEALANT AS REQ'D. - PLYWOOD SHEATHING ROOFING SYSTEM TYP. o� 2" (TYP) SEE STRUCT. EXTEND ROOFING UNDER 2'-0" 24 GA GALV SHEET LL DWGS. FLASHING NOTE: METAL SILL - PAINT 1. WEEP HOLES TO BE PROVIDED ON THE TOP SIDE OF THE REVEAL, WHEN EXTERIOR CEMENT FASTENER AND PLATE ROOF SHEATHING INSTALLED HORIZONTALLY ON STUD FRAMING. PLASTER AS OCCURS SECTION A THRU BUILT-UP ROOFING 2. REVEALS: PAINT TO MATCH ADJACENT SURFACES. FOR FRAMING. SEE STRUCTURAL SEE STRUCTURAL ROOF WALK PADS SCALE 29 PLASTER REVEAL SCALE 24 LOUVER VENT SCALE 19 FLASHING SCALE 14 VENT FLASHING SCALE 9 FLASHING SCALE 4 1/2" = 1' - 0" 3" = 1' - 0" TYPICAL 1-1/2" = 1' - 0" AT STUD PARAPET 3" = 1' - 0" @ ROOF 1"=1'-0" AT STUD PARAPET 3" = 1' - 0" NOTE: PROVIDE NUMBER OF SAFETY POST VENTS TO MEET CODE. � Q EXTENSIONS AS OCCURS EXTERIOR: rid INTERIOR: 24 GA. G.I. FLASHING, PRIME U "NESEA CORP" STANDARD ROOF PLYWOOD CATWALK AS LEAD VENT PIPE FLASHING W/ PRIMED FLANGE SET IN AND PAINT ao HATCH SAFETY RAILING RHSR-55 OCCURS (REFER TO RCP) BED OF NASTIC. NAIL AT - INSTALL PER MANUFACTURERS TYPICAL 3"O.C. TURN DOWN INSIDE 1'-4" CLEAR �, INSTRUCTIONS (215) 256-7950 EXT. CEMENT PLASTER OVER PIPE 1" MIN. SEALANT FRONT VIEW HATCH ASSEMBLY WITH 1/8" SURE CAVITY OVER BLDG. 5/8" TYPE GYPBOARD SINGLE -PLY, WHERE OCCURS. INTEGRAL INSULATION IN TOP PAPER OVER PLYWOOD WHERE OCCURS SHEATHING SEE SPECS. MIN. 24 GA. SHEET METAL AND SIDES 2'-6" x 3'-0" BEAD OF INDUSTRIAL FLASHING. PAINT TO MATCH o PROVIDE 24 GA. G.I. FLASHING IF L & R WEEP SCREED PT WOOD SILL W/AB, ROOFING CEMENT ALL ADJACENT SURFACE. 8" NOT PROVIDED WITH HATCH (LR 3501) OR SEE STRUCTURAL DWGS. AROUND PRE-FAB SHEET METAL VENT. ASSEMBLY APPROVED EQUAL 8" 6" O PAINT TO MATCH ADJACENT SURFACE SEAL BOLTS AS REQUIRED "FRY" REGLET VENT SMOOTH SACK FINISH - PROVIDE CONSTRUCTION WITH SEAL COAT GLUE AS REQ'D. FLANGE 4„ 2 PLY STRIP FLASHING FEATHER 10" AND 14" _6', �Ysy/ GALVANIZED STEEL LOUVER 3/8" EXT. GR. PLYWOOD 3" PCS-75-V-300 - PAINT SIDEWALK AS OCCURS U CON SLAB, TYP. OUT ONTO ROOFING WITH IN SCREEN AND J NOTES: ROOFING TO MATCH ADJACENT o 0 GALVANIZED HARDWARE CLOTH. PAINT TO MATCH 1. PROVIDE EYES FOR SURFACE (UNO) a a 4 G a ° I� ADJACENT SURFACE PADLOCK AT INSIDE CORNER BEAD °� °a °a a ° a a ° a ° p ° CAULK AND SEAL TO MAINTAIN WATER TIGHT CONDITION. INTERIOR SIDE. 2. REFER TO ROOF ° SHEATHING ° 4 O PLAN FOR LOCATION. 3 1/2" CANT STRIP EXTERIOR FINISH PER EXTERIOR FINISH SCHEDULE, ROOFING 3. ROOF HATCH SHALL A/ a // / SEAL PLIES OF ROOFING o BE TYPE S-20 WITH REFER TO STRUCTURAL SAFETY POST, AS DRAWINGS FOR ROOF MEMBERS OVER CMU 2" RIGID PERIMETER VA/AAA a p a /AAA FOOTING INSULATION, TYP. \ W/ MASTIC NOTE SECTION MANUFACTURED BY THE BILCO CO., NEW 4" DIA. PERFORATED ° �� /�` EXTEND MEMBRANE ROOFING TO VENT PIPE NOTE: 1. SHALL NOT EXCEED 144 SQ. INCHES. LADDER HAVEN, CT 06505 OR EQUAL. 1' 0" NOTE: FOR FRAMING REFER TO STRUCTURAL DRAWINGS. RIGID PVC PIPE. S E STRUCTURAL DW OPENING. INSTALL COLLAR FLASHING SYSTEM ON TOP MEMBRANE ROOFING. VENT OPENING 2. THE DIMENSIONS OF THE SCREEN OPENINGS SHALL BE MINIMUM OF 1/16" AND SHALL NOT MIN. TO FACE OF CM EXCEED 1/8". VENT FOR TOWER BRACING SCALE 28 ROOF HATCH SCALE 23 CONTINUOUS VENT SCALE 18 CONCRETE CURB SCALE 13 VENT PIPE FLASHING SCALE DETAIL 1-1/2" = 1' - 0" EXTERIOR 1-1/2" = 1' - 0" SOFFITS & CANOPIES - TYPICAL 3" = 1'- 0" AT STUD WALL 1-1/2" = 1' - 0" @ ROOF 1-1/2" = 1' - 0" SINGLE -PLY ROOFING, DOWNSPOUT - (SEE PLUMB. DWGS. FOR NOTE: WHERE OCCURS. SAFETY RAILING ROOF HATCH REFER TO: 23 SIZE) HOLD PIPE TIGHT TO WALL, SECURE A 501 ROOF TOP EQUIPMENT AT 8'-0" O.C. MAX. ROOF DRAIN DAYLIGHT 1. FOR FRAMING AND PLYWOOD SHEATHING, 5' 0" 14 TO FACE OF CONC. CURB AND OVERFLOW REFER TO STRUCTURAL. A501 X Q (2) SAFETY POST 6" X 20 GA. MTL STUDARGE TO AT FACE OF 90° ELBOW MIN. ROOFING SIM. EXTENSIONS. PROVIDE INSULATED FACTORY CURB FRAMING OCCURS. PIPE COLOR O BE BLACKS 10 r AT EACH SIDE RAILS. DUCT DROP EXTERIOR PLASTER OVER A501 METAL LATH OVER 15# STUD WALL WITH INSULATION SLOPE "' Q �� FELT OVER PLYWOOD WHERE OCCURS SINGLE PLY ROOFING, WHERE OCCURS. 112" PER FT. o o ROOF FRAMING w (SEE STRUCTURAL) LU — CONTINUOUS PT WOOD SHIM TO LEVEL CURB KNOX BOX 3200 SERIES RECESSED MOUNTED W/ CONTINUOUS SEALANT AROUND PIPE O z z NOTE: FACE FLANGE HINGED EXT. CEMENT PLASTER OVER 1/8" 0 D. IPE o co PROVIDE INTERMEDIATE LANDING 1 /2" Q) x 4" LAG SCREW AT DOOR MODEL OR APPROVED EQUAL SURE CAVITY OVER BLDG. PAPER SEEP UM ING WHEN LADDER IS HIGHER THAN W-0" EACH CORNER OF UNIT MIN. OVER PLYWOOD SHEATHING PROVIDE LADDER ENCLOSURE WHEN @ 32" OC AT SIDES � 20 ACCESS DOOR A501 LADDER HEIGHT EXCEEDS 201. SECTION @ROOF: 4 X 6 BLOCKING, REFER NOTE: OCATION IFIRE L & R WEEP SCREED (LR 3501) ALL AT LEAST ABOVE GRADE VED EQUAL. TOR a ,� TO STRUCTURAL PARAPET BRACING O Lu DRAWINGS FOR MORE INFORMATION PER DEPARTMENT REQUIREMENTS. 2" ABOVE CONCRETE OR PAVING F.F.L. O AS OCCURS. a LL 14 o 0 ''' o TOP OF PLATFORM OR DOCK, rr ° A501 0 M WHERE OCCURS. PLYWOOD SHEATHING z z NOTES: AS OCCURS ;- SIM. q z LAST RUNG TO BEAT FLOOR 1. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING AT AC UNIT ROOF AREA. RD TO 5'-0" FROM FACE a M LEVEL OR @ 1"MAX. ABOVE 4" X 20 GA. MTL BLOCKING OF BUILDING WALL. OR BELOW. SEE CIVIL PLANS FOR CONTINUATION. 3/8" THICK x 2" WIDE STEEL CLIP ANGLES SECTION@TOP OF LANDING AT TOP, BOTTOM AND AT6'-0"O.C.MAX. AND 12" MAX. FROM TOP LEVEL. OVERFLOW/DRAIN SCALE ACCESS DOOR AT TOWER BRACING SCALE 27 AIR CONDITIONING UNIT SCALE 17 KNOX BOX SCALE 12 1" = 1' - 0" NTS 3" = 1' - 0" WHERE OCCURS: r 3/4" DIAMETER STEEL RUNG, WELD TO ON FACTORY CURB THRU STONE VENEER 1"=1'-0" _ FLAT BARS. ACCESS LADDER RUNG r z 8" 4%2" VARIES 4%2" 8" SHALL BE CAPABLE OF SUPPORTING AA 300 LBS. LOAD.RUNG r APPROX. APPROX. SUPER -CLIPS 3'-8" X 3'-8" WELL 2'-0" FACE OF STUD, PROVIDE Cl) ° NO. AT 12" O.C., TYP 1'-10" MIN. V-10" MIN. BLOCKING AS REQUIRED. PLYWOOD BACKING WHERE OCCURS a ® ® 3" RECTANGULAR SINGLE PLY MIN. 6" ROUND PLYWOOD AS OCCURS. r AT STUDWALL 311 4311 a REINFORCED LOW POINT ROOF OVERFLOW ROOF MIN. 6" ROUND 7 DUCT LINING 3" MIN. COVER FIBERGLASS UNDERWALK OF ROOF MEMBRANE DRAIN WITH GALV. LINE OF PARAPET ROOF DRAIN WITH MIN. CLR. SEE NOTES, N B, C AND D. ' SECTION @ _ 2 __ BOTTOM: FINISH FLOOR, _ AS OCCURS. r 7" NOTES: 1 4 1 4 #6 BARS @ 6" OC O a °a ° PIPES AND FITTINGS a BY SUPER PRODUCTS, INC. 0 � 0 a a 8 (909) 444-9553 O 000 O (REFER TO PLUMBING 0 o o00 O o d 0° 0 o DRAWINGS, FOR ADDITIONAL INFO). ELEVATION A OVER 1/4" - _J CANT STRIP FORM SUMP GALV. CAST IRON CAST IRON DOME N J DENS -DECK, r U W/FIBER CANT DOME STRAINER STRAINER MATERIAL PER CONTINUOUS TYP WELD, TYP. DRAIN &ROOFING SLOPE OF ROOF 2" WATER DAM MFRS BEYOND COLLAR 2_F1 00 O O MIN. co MIN. CLR. CROSS BARS @ 12" OC S°^PE:N.T.S. SLO A A. EXTERIOR LADDERS SHALL BE GALVANIZED, #4 REBAR AS REQ'D. PRIMED AND PAINTED. N B. PROVIDE 4 X 6 BLOCKING IN WALL W/ A34 CLIPS AT ENDS 00 T 1 /4" x 2-1 /2" FB FRAME ATTACHED METAL CURB OUTLET BY B AT LADDER ATTACHMENT POINTS TO STUD WALLS. TO JOISTS WITH 1/2" MB @ 18" OC EXISTING 0 %SLOPE 'CURB-O-LET', (714) 903-2468, 3' 8" EXTERIOR CEMENT PLASTER KEENE, XJ15-3 PLASTER (OR EQUAL) C. ANCHOR TO BLOCKING IN WALL WITH 1/2"0 X LONG LAG SCREWS. WELD D. ANCHOR TO CONCRETE OR MASONRY WITH 1/2"0 EXPANSION TYP. MIN - 2 MB @ EA SIDE BAR O TOP OF PAVING TYP. MIN. STAMPED MODEL, PROVIDE COMPLETE INSTALLATION REFER TO PLUMBING DWGS FOR DRAIN SEE STRUCTURAL OVER EXPANDED METAL EXPANSION SCREED, PAINT TO ANCHORS BY HILTI. FOLLOW ALL INSTALLATION PROCEDURES ° PER MANUFACTURER'S L SIZE & ROUTING DRAWINGS UNDERDECK ' LATH, SEE SPECS. MATCH ADJACENT SURFACE. SPECIFIED BY MANUFACTURER. PEEN THREADS AFTER ° SAW -CUT EXISTING CONC. RECOMMENDATIONS. CLAMP ASSEMBLY PLAN A ZIP STRIP, TO BE REMOVED E. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, � INSTALLATION TACK WELD CURB (12" WIDER THAN 0 g - N O � 2 x 3 DRAIN SCALE: NTS NOTE: PRIOR TO FABRICATION. -- OUTLET) Q 0 ° SUPPORTS DO NOT EXTEND METAL AFTER APPLICATION OF PLASTER. F. ALL WELDS SHALL BE GROUND SMOOTH. 1/2" PLYWOOD BACKING WHERE REQ'D FOR o 0000 NOTES: LATH THROUGH JOINT. G. MEET ALL OSHA MIN. REQUIREMENTS. AT STUD WALL ONLY, INSTALLING METAL CURB ° ° NOTE: NOTE: H. OR ALUMINUM LADDER BY O'KEEFE'S, INC. NAIL TO STUD WALL. OUTLET AND CONSTRUCT 1. PROVIDE COMPLETE INSTALLATION FOR ROOFING AND FLASHING AS RECOMMENDED BY ROOF DRAIN & OVERFLOW DRAIN LINES MUST DISTRIBUTED BY B.L. WILCOX (562) 693-2787 PLAN: 1. COORDINATE ALL BURGLAR BARS WITH MECHANICAL EQUIPMENT INSTALLER. AS REQ'D. DETAIL MANUFACTURER. DRAIN INDEPENDENTLY (REFER TO PLUMBING AS AN APPROVED EQUAL. 2. BURGLAR BARS AT OPENINGS EXCEEDING 9" SQUARE IN WALLS AND ROOF. B SCALE: N T S 2. SEE PLUMBING DWGS. & SPECIFICATIONS FOR ADDITIONAL INFORMATION. DWGS FOR SIZE - 4" O MIN) 3. OVERFLOW SYSTEM INLETS SHALL BE LOCATED 2" ABOVE LOW POINT OF ROOF. EXTERIOR CEMENT PLASTER SCALE 26 ACCESS LADDER SCALE 21 BURGLAR BARS SCALE 16 DRAIN SLEEVE SCALE 11 ROOF DRAIN WELL SCALE 1 EXPANSION JOINT 1"=1'-0" DETAIL 1/2" = 1' - 0" AT ROOF OPENINGS 3" = 1' - 0" AT CONCRETE SIDEWALK CURB 1-1/2" = 1' - 0" (WOOD SINGLE -PLY ROOFING) 3/4" = 1' - 0" mcgarchitecture.com 0 c� c� c c� S W yJ G W LL > > z z W J J � Q Seal: 20110580 FREGI%S(TE REDHITECT A Project for: Client: MATT MAILED STATE OF WASHINGTON (D Z C/) J C/) 0 0 00c)) gJLL a OJa� UW0 < �w w2C\1� = C� 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title Sheet #: DETAILS A-501 @ MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 20 GA MIN. LOW PROFILE RIBBED METAL PANELS WITH #10 SCREWS AT 6" O.C. MIN. 2X5 HSS SUPPORTS SPACED AT 6-0" O.C. MAX., TYP. - SEE STRUCTURAL DRAWINGS 0 EXTERIOR FINISH PER PLAN PLYWOOD SHTG. PER STRUCT. PLAN %$" GRAVITY CAVITY OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD. MIN. 24 G.A. GALV. MTL. FLASH'G. TYPICAL CLOSURE STRIPS 2% SLOPE MIN _ r------- i a —� r- JL -i 12" C-CHANNEL, SEE STRUCTURAL --�/ DRAWINGS. /511 2X2 HSS TUBE STEEL (2) 2X2 HSS TUBE STEEL AT EACH LIGHT FIXTURE LOCATION. 10X10X%4" STEEL PLATE WELDED TO� 2X2 HSS ROOFED METAL o 0 LOW PROFILE LIGHT FIXTURE MOUNTED TO STEEL PLATE SEE ELECT. DRAWINGS 2X2 HSS TUBE STEEL INTERIOR FINISH PER PLAN BATT INSULATION PER PLAN L & R WEEP SCREED (LR 3501) OR APPROVED EQUAL 1/8" MIN. WATER DRAINAGE GAP, TYP ATTACHMENT LAG SCREWS, SEE STRUC'L DRAWINGS CONT. SEALANT HEADER BEAM PER STRUCT. PLAN CANOPY DETAIL SCALE 1-1/2" = V-0" 24 GRID MIN. 24 GA. G.I. COPING, PRIME AND PAINT. PROVIDE STRUCTURE BEYOND CONTINUOUS CLEAT W/ SHEET METAL CONCEALED PLATES AT COPING, BUTT JOINTS AT 1 U-0" O.C. SET COPING JOINTS W/ SOLID BED OF POLYURETHANE 15 CAULKING SEALANT TO CONCEAL PLATES. A-505 TEKTRIM PARAPET CAP — W.R. GRACE ICE & WATER SHIELD UNDERLAYMENT EXTERIOR CEMENT PLASTER FINISH OVER EXPANDED METAL LATH OVER %" GRAVITY CAVITY RAINSCREEN OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD 17 24 A-505 TYP. A 502 TYP. — — — — — — — — — — — — — i — — — — — — — — — — — — — — — — — — — — 3'-0" EXTERIOR CEMENT PLASTER FINISH OVER EXPANDED METAL LATH OVER %" GRAVITY CAVITY RAINSCREEN OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD PLASTER J-MOLD CONTINUOUS SEALANT DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB PATTERN WITH %2" RIB HEIGHT BY MS METAL SALES MANUFACTURING CORP. SEE BUILDING ELEVATIONS FOR LOCATIONS AND COLOR. 1" x 4" FURRING STRIPS SPACED AT 24" O.C. OVER %" GRAVITY CAVITY OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD. Ll' Q � - WALL FINISH LINE AT WALL RETURN WALL MOUNTED ROOF MATERIAL RACEWAY FOR SIGNAGE, SEE ELECTRICAL DRAWINGS. PROVIDE TIGHT SEAL AT BACK WALL PENETRATIONS WHERE ci OCCURS. STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS SINGLE -PLY TPO ROOFING A ATM ELEVATION FROM INTERIOR OF TENANT SPACE SLOPE TO DRAIN, PROVIDE CONTINUOUS BEAD OF SEALANT A MIN. 24 GA. G.I. COPING, PRIME AND PAINT. PROVIDE CONTINUOUS CLEAT W/ SHEET METAL CONCEALED PLATES AT COPING, BUTT JOINTS AT 10'-0" O.C. SET COPING JOINTS W/ SOLID BED OF POLYURETHANE CAULKING SEALANT TO CONCEAL PLATES. AT COPING AND GRAVEL STOP 26 MOLDING LAP JOINT A-505 W.R. GRACE ICE & WATER SHIELD GRAVEL STOP MOLDING BY ROOF UNDERLAYMENT MANUF. DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB I J l I WALL FINISH LINE AT WALL RETURN PATTERN WITH %" RIB HEIGHT BY MS METAL SALES MANUFACTURING CORP. SEE BUILDING ELEVATIONS FOR LOCATIONS AND COLOR. l 1" x 4" FURRING STRIPS SPACED AT 24" O.C. WALL MOUNTED ROOF OVER %$' GRAVITY CAVITY OVER 2-LAYERS #30 MATERIAL co FELT UNDERLAYMENT OVER SHEATHING OVER N STUD. STRUCTURE BEYOND BOTTOM MOLDING TRIM BY METAL 25 PANEL MANUF. I A-505 METAL COPING, OVER WR GRACE — — ICE AND WATER SHIELD OVER 1/8" MIN. WATER DRAINAGE SHEATHING OVER FRAMING. TYP. I GAP, TYP N STRUCTURAL FRAMING, co I SEE STRUCTURAL DRAWINGS PLASTER STOP, TYP. — SINGLE -PLY TPO ROOFING EXTERIOR CEMENT PLASTER FINISH OVER EXPANDED METAL LATH OVER %" GRAVITY CAVITY RAINSCREEN OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD W 99 II L & R WEEP SCREED III (LR 3501) OR APPROVED VII EQUAL III IIII IIII MIN. 24 G.A. GALV. MTL. FLASH'G. TYPICAL MIN. 24 G.A. GALV. MTL.FLASH'G. 17 TYPICAL A-505 24 ROOFED METAL CAN PY, TYP. A-502 — TYP. -A ti -= II o I Li ------ 3 O — — — — — — - u- o LL CONTINUOUS SEALANT r Q 12X24 ACCESS OPENING AT 4'-0" O.C. FOR SIGNAGE J-BOX, TYP. L & R WEEP SCREED (LR 3501) OR APPROVED EQUAL CONTINUOUS SEALANT PLASTER J-MOLD EXTERIOR CEMENT PLASTER FINISH OVER EXPANDED METAL LATH OVER BUILDING PAPER OVER SHEATHING OVER STUD STOREFRONT, TYP. DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB PATTERN WITH X" RIB HEIGHT OVER 1X4 FURRING STRIPS SPACED AT 24" O.C, X. GRAVITY CAVITY OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD. MOLDING BY METAL PANEL MANUF. FRAMING SEE, STRUCTURAL DRAWINGS DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB PATTERN WITH JY2' RIB HEIGHT OVER 1X4 FURRING STRIPS SPACED AT 24" O.C, Y. GRAVITY CAVITY OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD. CONTINUOUS SEALANT AT BOTTOM SHEATHING BASE MOLDING BY METAL PANEL MANUF. 0 0 0 • e� • ed B - ATM SECTION ATM OPENING DETAIL SCALE 3/4" = 1' 0" MIN. 24 GA. G.I. COPING, PRIME AND PAINT. I CONTINUOUS CLEAT W/ SHEET METAL CONCEALEE AT COPING, BUTT JOINTS AT 1 G-0" O.C. SET COPIN( W/ SOLID BED OF POLYURETHANE CAULKING SEA CONCEAL W.R. GRACE ICE & WATER UNDERL "TEKTRIM" PARAI SMOOTH TROWEL CEMENT PLASTER FINISH OVER EXPANDED METAL LATH OVER %$" GRAVITY CAVITY RAINSCREEN OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD ,KU�11�I►1Ril�bY�LL�J�:U '2" X 5 %2" NEWTECH COMPOSITE WOOD SIDII` OVER 1" x 4" FURRING STRIPS SPACED AT O.C. OVER %$" GRAVITY CAVITY OVER 2-LAYI #30 FELT UNDERLAYMENT OVER SHEATH OVER ST INSTALL COMPOSITE WOOD SIDII` COMPLETE WITH TRIMS/ACCESSORIES I MANUFACTURER'S INSTALLAT RECOMMENDATIC MIN. 24 G.A. GALV. MTL. FLASH' TYP I C) ROOFED METAL CANOPY, TY GRID RESUBMITTE 3EE PLAN 3/16/2 2 CITY OF FEDE WAY BRAKE METAL MATCH COMMUNITY DIEVK O MENT COLOR TO ADJACENT MULLION ALUMINUM FRAME J MOLDING TRIM CONT. CAULKING @ CEMENT PLASTER EA. SIDE OF FRAME 1/8" GRAVITY CAVITY SHIM SEE STRUC'L PLANS 5/8" THK. GYP. BOARD WHERE OCCURS C>� FRAMING, SEE J I NUt, L rLHIVJ 10 ALUM. FRAME/JAMB AT PILASTER SCALE 1-1/2" = 1' 0" FE TER FINISH LATH OVER %$" SEEN OVER HEATHING 1APET VED COUNTER =NER AND OFING IGNAGE, SEE SWINGS. SEAL AT BACK IONS WHERE ING, 'COMPOSITE DRAINAGE _D AETAL )EALANT mcgarchitecture.com 0 c-D c2 c cD > J C-2 > W o z J Cm z Q Vi Seal: 20110580 REGISTERED ARCHITECT MATT M EED STATE OF WASHINGTON SN A Project for: Z 0 Cnco J O � N o gJLL a OJa� UW0 < �w ui CY) � = 00 Q Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title DETAILS NOTE: INSTALL CORRUGATED METAL PANEL SYSTEM PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. NOTE: INSTALL CORRUGATED METAL PANEL SYSTEM PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. NOTE: INSTALL ALUMINUM COMPOSITE PANEL SYSTEM PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. PARAPET WALL & CANOPY SCALE 1 PARAPET WALL & CANOPY SCALE 11 PARAPET WALL & CANOPY SCALE 1 DETAIL 1" = 1' - 0" DETAIL 1" = 1' - 0" DETAIL 1" = 1' - 0" Sheet #: A-502 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1ST PLAN CHECK SUBMITTAL 7 3" DIAMETER PVC PIPE DOWNSPOUT AS REQUIRED. SECURE WITH STRAPS, TYP., PRE-HUNG GA #20 METAL GUTTER WITH GUTTER STRAP AT 36" O.C. MAX., FASTEN EACH STRAP TO GUTTER GUTTER MODEL: GUT COLOR TO MATCH ROOF 16 GA METAL DECK. - PRIME AND PAINT. 1' 4" 10'-0" 10'-0" lo. rX— — — — — — — — - �---5X5HSS �Lo W X z Lu _ U) r I I Lo = 5X5 HSS = IN C? o T.E ROF PLAN - 4"X4" POSTS — WALL BELOW — 12" C-CHANNEL. SEE STRUCT'L DRAWINGS - 6"X6" POSTS 1 3 RE ITTED 3/16/2022 V. TRASH ENCLOSURE ROF PLAN SCALE 5 1/4" = 1- 0" "' 1 I 1 1 = I 1 1 1 1 1 1 1 1 • I I 1 _ 1 1 I 1 1 I I 1 I 1 1 6"X6"XY4" STEEL GATE POST, CONCRETE FILLED TO I I 1 1 TOP, EMBED POST INTO CONC. 1 1 1 1 FOOTINGS 3-0" MIN. WITH (2) 2" DIA. e X 6" STUDS EACH SIDE, TYP. a r �• ) 1 1 0 I J 7001q�0001c§ 00 O ,1 1. 1 1 • °� I-1 i I 1 - 1 z_ I (6) - #6 VERT. AND #4 1 1 1 1 I TIES @ 12" O.C. O 1 _ -- PROVIDE (2) 2" DIA.X 6" I O u�=1M, I O 1 LONG STUDS EACH 1 1 1 SIDE 24" MIN. DIA. -4 NOTES: 1. BOLLARDS SHALL BE INSTALLED PLUMB AND TRUE. 2. REFER TO PLANS FOR LOCATIONS. STEEL GATE POST FOOTING SCALE 24 LONGITUDINAL BUILDING SECTION SCALE 4 TYPICAL 1/2" = 1' - 0" 1/4" = 1' - 0" 10" WIDE MASONRY CAP. COLOR FINISH NOTES 20 GA METAL DECK. 16 GA METAL DECK. TO MATCH WALL. EDGE FLASHING. PRIME AND PAINT. 201-811 1. ALL METAL TO BE PRIMED AND PAINTED WITH 2 COATS, COLOR TO MATCH BUILDING 12" C-CHANNEL SEE SITE PLAN FOR LOCATION INTERIOR SURFACE TO BE WALL, VER. COLOR WITH ARCHITECT. 5"X5" BEAM WELDED SMOOTH and NON -ABSORBENT. 2. ALL WOOD TO BE STAINED WITH OLYMPIC STAIN, COLOR TO MATCH BUILDING WALL, TO STEEL POST GOB 8 G�� ROOF LINE ABOVE ° APPLY "RAINPROOF" VER. WITH ARCHITECT. �.��° �-��` �.��' �-��` Q,,O� HYDROSHIELD WD CLR. MASONRY GATE AND HARDWARE. —---------- ------------- *NOTE: WATER REPELLENT N --- SMOOTH PLASTER FINISH OVER FLOOR DRAIN, SEE PLUMBING DRAWING 1. WIDTH (SEE PLANS) x 6'-0" H. METAL GATES: METAL CHANNEL FRAME W/ MIN. 1/4" THICK x 1 FOR SPEC AND SEE CIVIL DRAWING FOR CMU. COLOR TO MATCH BUILDING 1/2" WIDE HORIZ. BAR, MITER and WELD ALL EDGES and CORNERS. WELD METAL DECKING CONTINUATION. #4 TIES AT WALL, COLOR TO BE VERIFIED TO FRAME. GRIND SMOOTH ALL CONNECTIONS. PRIME and PAINT W/ SEMI- GLOSS ENAMEL 6"X6"X1/4" TUBULAR •—___—, WITH ARCHITECT. 5"X5" OUTRIGGER STL. COLUMN, PRIME fF ii fF ii 16" O.C. TO MATCH ADJ. SURFACE, U.N.O. WELDED TO STEEL 06 PITC P 6YARDS PITCH TOP IDS O &PAINTED II II II II 23 12 4 8" CMU WITH #5 VERTICAL @ 16" 2. ALL HARDWARE AND ACCESSORIES SHALL BE HEAVY GALVANIZED. BEAM & C-CHANNEL SEE PLANS FOR = DUMP �� D STER 24r//.r O.C. & #4 HOR. @ 24" O.C. ( cn GARBAGE N ECYCLABLE 3. HINGES -MIN. 4" LONG HEAVY DUTY GALV. METAL TO SUIT GATE SIZE, NON -LIFT -OFF TYPE, COLUMN SIZES) Q LANDSCAPE OFFSET TO PERMIT 180° GATE OPENING. PROVIDE MIN. (3) HEAVY DUTY HINGES PER LEAF 6 DETAIL FD SL PE SIM. @ FRONT & SIDES FRONT HEIGHT: 64"� ❑ FRONT HEIGHT: 64" AS OCCURS, 2'-0" OR AS REQUIRED FOR SMOOTH OPERATION. ¢ BACK HEIGHT: 71" BACK HEIGHT:71" SEE PLANS. SCALE: 1-1/2"=V-O" - WIDTH: 58" WIDTH: 58" 4. GATE STOP - CENTER GATE STOP SLEEVE (MIN. 2" LONG) OR FLUSH METAL PLATE WITH n LENGHT:72 LENGHT:72" ANCHORS SET IN CONCRETE TO ENGAGE THE CENTER DROP BAR OR CANE BOLT, ETC. G — B-B • 21 16 GA METAL DECK. BOTTOM CLOSURE CONCRETE SLAB 0" O co WHEEL GUARD ° o°o �° WHERE OCCURS PRIME AND PAINT. SET IN SEALANT TYP. • • 8V ° METAL CHANNEL FRAME: o z 0 z C3 x 4.1 GALV. CHANNEL METAL DECKING: MIN. 22 GA., 5"X5" OUTRIGGER METAL GUTTER WITH I` I ^ ^ - ° COMPACTED BASE PER SOILS TYPE "B", 1-1/2" METAL WELDED TO STEEL GUTTER STRAP — — — — — — — — — — — — — — — — N N °a ° ® o REPORT. HEAD - DECKING, CRIMP DECKING BEAM & C-CHANNELO� �, p PIPE BOLLARD. 22 (3) #5 CONT. AT TOP & BOTTOM O SCALE: 1-1 2 -1 EDGES and TACK WELD TO G / \ / \ C' a 0 ° . / 0 FRAME. �' +� �6', TYP. _ \ftft o T 12" C-CHANNEL 60 2'_6" 6"X6"XY4" STEEL POST, CONCRETE FILLED TO TOP, 9'-6" COL. TO COL. 9'-6" COL. TO COL. EMBED POST INTO CONC. FOOTINGS 3'-0" MIN. WITH (2) 5"X5" BEAM WELDED DOWNSPOUT CLEAR (TYP.) CLEAR (TYP.) WALL SECTION SCALE 2" DIA. X 6" STUDS EACH SIDE, TYP. SEE DETAIL 24 TO STEEL POST 4"X4"X1/4" TUBULAR EXPANSION JOINT. 27 STL. COLUMN, PRIME _ TYPICAL 1/2" = 1' - 0" GATE STOP 3X3XY4" - & PAINTED METAL GATE STL. PLATE WELD TO (SEE PLANS FOR FRAME AND EACH PROVIDE SEALANT CONCRETE WASH (PAINTED) COLUMN SIZES) TO 3/8" FROM TOP 6" DIAMETER STANDARD STEEL HINGE, TYP. ° (:2)SGATE POSTS, SEE A-AOF CONCRETE _ I PIPE, FILL WITH CONCRETE o D METAL CHANNEL FRAME: p ° p IM. 26 _ M CONIC. SLAB W/ FOR FINISH, SEE Lu TO TOP, PRIME and PAINT p C3 x 4.1 GALV. CHANNEL p 7 DETAIL @ REAR MEDIUM BROOM FINISH. TYP. FINOOT(TYP.OLED PLANS. CL w J HIGHWAY YELLOW, UNLESS p ° o p ° o SCALE: 1 1/2"=1'-0" /q - T.E FLOOR PLAN } 0 OTHERWISE NOTED. o ° EQUAL 1/4" EQUAL " � o z I CONT. TACK COAT PAVING 4' 4" o I° TO CONCRETE PERIMETER. 3" ° co - I ° ° TYP. N I a ) POSITIVE DRAINAGE. MIN. (3) HEAVY DUTY HINGES o T PER LEAF, WELDED TO STL. METAL DECKING: MIN. 22 GA., TYPE "B" ° I THICKEN A.C. PAVING. MET METAL DECKING, CRIMP DECKING a ° a ° I ° POST and GATE FRAME -TYP. ii p a G = ° ° CORNER MIDDLE T g g 0 J,°• ; 0 8 g 0 Z ° 0 0° °o ° �o ° ° '. I° 1 a . ° �e�p°� oO o° r� JAMB 1 JAMB o EDGES and TACK WELD TO FRAME. TYP. 3/8"X7.5" GALVANIZED PL. r� ♦ r� i r r COLOR: METAL GATE/STEEL w I% I COMPACTED SUB -BASE SCALE: 1-1/2"=V-O" SCALE: 1-1/2"=V-O" W/ 2-3/4" ANCHORS IN SET 2 I 2. I Co SW7674 "PEPPERCORN" PER SOILS REPORT EPDXY, W/ 10" EMBED BY SHERWIN WILLIAMS g = o I ° OVER 1.5" DRY PACK co - o 0 Oho Cl) z PROVIDE (2) 3" LONG STUDS / o lJ 000 I I =_-__= == _= DETAIL III r SUB BASE PER o 0 0� a ° I "Lr al PROVIDE PIPE SLEEVE 1 "O GALV. PIPE, 8 - - N NOTE: @ LUM SOILS REPORT �r SLIGHTLY LARGER THAN FASTEN /WELD TO SCALE: 1-1/2"=V-0" ' I ' 1'-6" TYP. N = ° 6�� 3�� 3 1/4" TOOLED RADIUS T REMOVABLE BOLLARD WHERE GATE FRAME TYP. BEAMS, POSTS FASCIA, ATE N.T.S. OCCURS 3/4"O SOLID 24 &ROOFING. COLOR TO BE EACH SIDE NOTES: 24" MIN. DIA. SLIDE BOLT. NOTE: , SW7674 "PEPPERCORN" #3 REBARS AT 18" O.C. BOTH ALL PIPE BUMPERS SHALL BE 5" 0 EXTRA HEAVY PIPE & EXTEND 42" ABOVE FINISH GRADE EXCEPT ADJACENT TO POWER COMPANY LATCHSEE STRUCTURAL PLANS FOR WELDING - - BY SHERWIN WILLIAMS 1/4" PREMOLDED EXP. WAYS COMPACTED BASE REQUIREMENTS AND ADDITIONAL O NOTE: i i i uu I I I I TRANSFORMERS &RELATED ABOVE GRADE EQUIPMENT WHERE THEY SHALL BE 6" 0 EXTRA HEAVY PIPE & EXTEND TO 48"ABOVE 3 PER SOILS REPORT FINISH GRADE LOCATED & SPACED AS DIRECTED BY THE UTILITY COMPANY - BOLARDS SHALL BE GALV WHERE REQD BY UTILITY CO. SCALE: 1 1 /2"- V-0" INFORMATION'S NOT SHOWN #5 SMOOTH DOWELS 16" LOCATE BOLLARDS 6" MIN CLEAR FROM ANY STRUCTURE (UNO) I 9 4 I 1. REFER TO PLANS FOR LOCATIONS. I i i I I CLR. (TYP. LONG AT 24" O.C. GREASE BOLLARDS SHALL BE INSTALLED PLUMB AND TRUE. FILL W/ GROUT NOTE: i I i i METAL I I I 2. PROVIDE %" MAX GROOVE PER CBC 8" LENGHT AT ONE END REFER TO PLANS FOR LOCATIONS. TE STOP 25 I 3 LATCH I I I 11 B 302.3 SEE ROOF PLAN DETAIL I J EXPANSION JOINT SCALE 27 PIPE BOLLARD SCALE 22 TEELCHANNELW/G3) ---- BOLT AS R or CANE OCCURS. L BOLT AS OCCURS. 9 AT SIDEWALK 3" = 1' - 0" TYPICAL 1 /2" = 1' - 0" 1/2"0 x 6" A.B. WELDED METAL CHANNEL FRAME: A -A - T.E FRONT ELEVATION TO CHANNEL - TYP. EA. C3 x 4.1 GALV. CHANNEL CONC. SLAB, PART OF CONC. SIDEWALK W/ METAL DECKING: MIN. 22 8 SITE CONTRACT UNLESS #3 REBARS AT 18" O.C. GA., TYPE "B" 1-1/2" METAL 5 BEAMS, POSTS FASCIA AND NOTED OTHERWISE ON BOTH WAYS FACE OF MASONRY DECKING, CRIMP DECKING ROOFING. COLOR TO BE: SITE PLAN WALL AS OCCURS. NOTE: EDGES and TACK WELD TO �_ _ _ _—` SW7674 "PEPPERCORN" CONIC. WHEEL GUARD, PRIME and PAINT ALL METAL FRAME. BY SHERWIN WILLIAMS A.C. PAVING SEALANT SMOOTH FINISH. TO MATCH ADJACENT SURFACE. 1" O BOLT REST I I 1/2" I I 6" CONIC. SLAB W/ 0 `— - —' 1/2" RADIUS ON 1/2" PREMJAMB MIN. (3) HEAVY DUTY HINGES OLDED MEDIUM BROOM O 3/4 CANE BOLT 23 CONCRETE Lu PER LEAF, WELDED TO STL. EXPANSION FINISH. _ SCALE: 1-1/2"=V-O" TACK COAT �I POST and GATE FRAME - TYP. PAVING TO o JOINT FILLER SLOPE 3/4" R. _4 II (TYP.) CONCRETE z ADJ. SURFACE 2 (0 I I �t L _ I _ 'I' 3/4" R. - 16 GA METAL DECK. 1" PIPE KEEPER—_ , r = AS OCCURS. - ,,12 o I o U) r ° al a COVE PRIME AND PAINT. - o LLJ ° a a DE 4 O a a a ° a ° #4 TIES AT a Z� c� CMU. COLOR TO BE: SW7001 "MARSHMALLOW" oo�0 0 o ° ° a CO 0 ° %`� 16" O.C. ° °�a r a a N BY SHERWIN WILLIAMS 8 ° °�`� °°" r- I 18 ooOO r 12 ° �� a M — — 2" O CANE BOLT RECEIVING .0" ° ° a o o ° 9 -0 24 J ICJ J 1' 1" I, 4 SLEEVE PIPE SET INTO 12"X12" < TMH�� h �2'-0' 6"X6"X1/4" TUBULAR CONCRETE FOOTING AT THE MASONRY WALL' ° STL. COLUMN, PRIME CLOSED POSITION, TYP. AT and FOOTING AS ° a & PAINTED EACH SIDE OF DOOR OCCURS. a a CONIC. SLAB WITH (SEE PLANS FOR COMPACTED BASE ° a 8 16" O.C. BOTH WAYS 9 DETAIL COLUMN SIZES) PER SOILS REPORT DETAIL 12" 8" COMPACTED SUB -BASE 5 @SIDES AND FRONT SCALE: 1-1/2"=1'-0" �- I #4 BAR CONTINUOUS PER SOILS REPORT SCALE: 1-1/2"=1'-0" B-B - T.E SIDE ELEVATION FLUSH CURB SCALE 26 CONCRETE WHEELSTOP SCALE 21 TRASH ENCLOSURE DETAILS SCALE 1 DETAIL 1-1/2" = 1' - 0" AT TRASH ENCLOSURE 3" = 1' - 0" 1/4" = 1' - 0" I mcgarchitecture.com 0 c� c� c c� S W yJ G Lu lL > > Z Z J LuJ Q Seal: 20110580 FRETERED HITECT MATS M EED STATE OF WASHINGTON A Project for: Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title DETAILS Sheet #: A-503 @ MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 7 DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB PATTERN FRAMING SEE, STRUCTURAL FRAMING SEE, STRUCTURAL FRAMING, SEE STRUCTURAL DRAWINGS. WITH %2' RIB HEIGHT BY MS DRAWINGS DRAWINGS TYP. METAL SALES MANUFACTURING CORP. DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB TEKTRIM PARAPET CAP, TYP. PLASTER J-MOLD. TYP. SEE BUILDING ELEVATIONS FOR LOCATIONS AND COLOR. PATTERN WITH %2" RIB HEIGHT OVER 1X4 FURRING STRIPS SPACED AT 24" O.C, SHIELD W.R. GRACE, ICE &WATER g ri d 1X4 FURRING STRIPS SPACED AT 24" O.C. %8" GRAVITY CAVITY OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING UNDERLAYMENT MIN. 24 GA. G.I. COPING, PRIME XTERIOR CEMENT PLASTER FINISH 6 0 �VER OVER STUD. „ EXPANDED METAL LATH OVER /8 %8' GRAVITY CAVITY OVER 2-LAYERS #30 AND PAINT. PROVIDE CONTINUOUS CLEAT W/ SHEET g rid _ GRAVITY CAVITY RAINSCREEN OVER F E L dAT1NG PAPER OVER SHEATHING OVER FELT UNDERLAYMENT OVER SHEATHING CONTINUOUS SEALANT AT BOTTOM METAL CONCEALED PLATES AT T OVER STUD. SHEATHING COPING BUTT JOINTS AT 10'-0" G 4 cO TY OPWkT O.C. SET COPING JOINTS CONTINUOUS SEALANT WITH BACKER BOTTOM MOLDING TRIM BY BASE MOLDING BY METAL PANEL MANUF. \ SOLID BED ROD METAL PANEL MANUF. co OF POLYURETHANE CAULKING SEALANT TO o BRICK VENEER OVER MORTAR OVER r F-MOULDING, TYP. METAL COPING, OVER WR GRACE CONCEALED PLATES. EXPANDED METAL LATH OVER%8' %2" X 512" NEWTECH COMPOSITE WOOD _ ICE AND WATER SHIELD OVER _ ° GRAVITY CAVITY RAINSCREEN OVER SIDINGS OVER 1"x3" FURRING STRIPS SHEATHING OVER FRAMING. TYP. L & R WEEP SCREED EXTERIOR CEMENT PLASTER 2-LAYERS #30 FELT UNDERLAYMENT SPACED AT 16" O.C. OVER %8" GRAVITY (LR 3501) ° ° FINISH OVER EXPANDED METAL OVER SHEATHING OVER STUD. CAVITY OVER 2-LAYERS #30 FELT — — SMOOTH SACK FIN. CONC. ° LATH OVER %8" GRAVITY CAVITY RAINSCREEN OVER 2-LAYERS UNDERLAYMENT OVER SHEATHING OVER CONT. BEAD OF SEALANT ° #30 FELT DERLAYMENT STUD. a ° VER STUD OVER SHEATHING 1/8" MIN. WATER DRAINAGE GAP, TYP M ° — ° STUCCO J MOLD 7 CORNER TRIM, BY MANUF. SIDEWALK AS OCCURS ° I I ° EXTERIOR CEMENT PLASTER FINISH 0 0 1/2" PRE -MOLDED �O ° �� TPO AT VERT. PARAPET WALL WHERE BACK WALL IS NOT STUCCO CORNER BEAD OVER EXPANDED METAL LATH OVER %$' GRAVITY CAVITY OVER 2-LAYERS EXP. JT. FILLER. O O� O ° ° a EXPOSED TO PUBLIC VIEW EXTERIOR CEMENT PLASTER FINISH OVER #30 FELT UNDERLAYMENT OVER — ° ° EXPANDED METAL LATH OVER %8" GRAVITY SHEATHING OVER STUD. 4 PVC PIPE WHERE-, " " CAVITY RAINSCREEN OVER 2-LAYERS #30 NOTE: OCCURS. SEE CIVIL i �� FELT UNDERLAYMENT OVER SHEATHING NOTE: -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. DRAWINGS. - �\ OVER STUD. -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. \ � PARAPET DETAIL SCALE 5 BASE DETAIL SCALE PARAPET DETAIL SCALE 5 BASE DETAIL SCALE DETAIL SCALE 5 @ RIBBED METAL PANEL SIDINGS 3" = 1' - 0" (CORRUGATED METAL) 1-1/2" = 1' - 0" @ STUCCO 3" = 1' - 0" (STUCCO TO BRICK VENEER TRANSITION) 1-1/2" = 1' - 0" (COMPOSITE WOOD SIDINGS TO STUCCO TRANSITION) 1-1/2" = 1' - 0" FRAMING SEE, STRUCTURAL FRAMING SEE, STRUCTURAL DRAWINGS EXTRUDED ANCHOR BAR DRAWINGS BRICK VENEER OVER MORTAR OVER STEEL COLUMN WHERE OCCURS FLASHING COVER EXPANDED METAL LATH MIN. 24 GA. G.I. COPING, PRIME AND PAINT. PROVIDE %$' GRAVITY CAVITY OVER 2-LAYERS #30 CENTER GLASS STOREFRONT CONTINUOUS CLEAT W/ SHEET FELT UNDERLAYMENT OVER SHEATHING METAL CONCEALED PLATES AT OVER STUD. COPING BUTT JOINTS AT 1 G-0" g rid O.C. SET COPING JOINTS W/ SOLID BED -� 19rid OF POLYURETHANE CAULKING CONTINUOUS SEALANT AT BOTTOM grid CONCEALED PLATES. o SHEATHING CID GRACE ICE & WATER SHIELD - UNDERLAYMENT UNDERLAYMENT CONTINUOUS SEALANT WITH BACKER We - N PROVIDE SPACER BEHIND EXTRUDED ANCHOR TO ACHIEVE - ROD ZDL-3 METAL PANELS. 3" TRAPEZOIDAL RIB FLUSH COND. (PROVIDE CONT. SEALANT - L & R WEEP SCREED ALUMINUM BRAKE METAL. COLOR TO PATTERN WITH %2" RIB HEIGHT OVER 1 "X3" FROM COPING TO FINISH _ (LR 3501) MATCH STOREFRONT %2( FURRING STRIPS SPACED AT 24" O.C, TRANSITION) \ SMOOTH SACK FIN. CONC. RIB EDGE PANEL TPO AT VERT. PARAPET WALL 2 X 52 NEWTECH COMPOSITE " CONT. BEAD OF SEALANT .. 7 %8' GRAVITY CAVITY OVER 2-LAYERS #30 FELT WHERE BACK WALL IS NOT EXPOSED TO PUBLIC VIEW WOOD SIDINGS OVER 1 "x3" FURRING DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB UNDERLAYMENT OVER SHEATHING OVER STUD. STRIPS SPACED AT 16" O.C. — — — — — — — PATTERN WITH %" RIB HEIGHT OVER 1X4 FURRING STRIPS SPACED AT 24" O.C, RIB EDGE PANEL S X 5 2 NEWTECH COMPOSITE WOOD X" SIDINGS OVER 1 x 4 FURRING STRIPS %8" GRAVITY CAVITY OVER 2-LAYERS #30 FELT UNDERLAYMENT SHEATHING OVER STUD. a SIDEWALK AS OCCURS a ° ° STUCCO CORNER CONTINUOUS SEALANT WITH BACKER ROD SPACED AT 16" O.C. OVER%8' GRAVITY OVER 1/2" PRE -MOLDED %8' GRAVITY CAVITY OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD. BEAD EXTERIOR CEMENT PLASTER FINISH OVER CAVITY OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER F-MOULDING, TYP. EXP. JT. FILLER. O O ° a ° EXPANDED METAL LATH OVER %8' GRAVITY CONTINUOUS SEALANT WITH BACKER ROD LI CAVITY RAINSCREEN OVER BUILDING PAPER STUD. STUCCO CORNER EXTERIOR CEMENT PLASTER FINISH OVER — OVER SHEATHING OVER STUD BEAD EXPANDED METAL LATH OVER /8 GRAVITY 4" PVC PIPE WHERE NOTE: NOTE: CAVITY RAINSCREEN OVER BUILDING PAPER OCCURS. SEE CIVIL i -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. OVER SHEATHING OVER STUD DRAWINGS. i 24 SCALE 1 v PARAPETSDE� TALL 14 SCALE 9 BASE SCALE 1E (CORRUGATED METAL TO SDETAIL 1-1 2CA 1E- 0" (STUCCO TO CORRUGATED ME AL 1-1 20 3SCALEO (STUCCO TO COMPOSITE WOOD SIDINGDETAIL 1 1 0 (BRICKDETAER 1-1 20 THIN BRICK VENEER OVER MORTAR OVER %2" THK. HARDIE BACKER BOARD SCRATCH COAT OVER EXPANDED METAL LATH (PAINTED), O/%8' GRAVITY CAVITY OVER FRAMING SEE, STRUCTURAL %8" GRAVITY CAVITY OVER 2-LAYERS #30 EXTRUDED ANCHOR BAR 2-LAYERS #30 FELT UNDERLAYMENT STEEL COLUMN WHERE OCCURS /4 DRAWINGS FELT UNDERLAYMENT OVER SHEATHING OVER SHEATHING OVER STUD. — FLASHING COVER OVER STUD. MIN. 24 GA. G.I. COPING, PRIME CENTER GLASS STOREFRONT L & R WEEP SCREED (LR 3501) OR APPROVED AND PAINT. PROVIDE CONTINUOUS CLEAT W/ SHEET 1"X6" COMPOSITE SOLID DECK BOARD — EQUAL ATTACHED WITH STAINLESS STEEL METAL CONCEALED PLATES AT SCREWS SPECIFIED BY MANUF. 1/8" MIN. WATER DRAINAGE GAP, TYP COPING BUTT JOINTS AT 10'-0" INSTALL (2) AT EACH CONNECTION O.C. SET COPING JOINTS W/ MIN. 24 G.A. GALV. MTL. FLASH'G. SET IN SOLID BED POINT — BED OF SEALANT. COLOR TO MATCH CANOPY. TYPICAL OF POLYURETHANE CAULKING � 2X4 COMPOSITE NAILERS AT 4'-0" grid grid SEALANT TO O.C. OVER STUCCO ATTACHED WITH CONCEALED PLATES. LAG BOLTS INTO STRUCTURE. ZBACKER ROD W.R. GRACE ICE & WATER SHIELD PROVIDE COMPRESSION RINGS AND N CONTINUOUS SEALANT WITH BACKER ROD 0 20 UNDERLAYMENT SEALANT AT EACH BOLT DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB PROVIDE SPACER BEHIND — BRAKE METAL COLOR TO MATCH _ PATTERN WITH %2" RIB HEIGHT OVER 1X4 PROVIDE EXTRA LAYER OF = �� `�- EXTRUDED ANCHOR TO ACHIEVE L & R WEEP SCREED ° STOREFRONT _N FURRING STRIPS SPACED AT 24" O.C, i BITUTHENE AT BACK OF FLUSH COND. (LR 3501) _ CONTINUOUS SEALANT 1 C-CHANNEL, TYP. (PROVIDE CONT. SEALANT ° %$' GRAVITY CAVITY OVER 2-LAYERS #30 FELT FROM COPING TO FINISH SMOOTH SACK FIN. CONC. UNDERLAYMENT OVER SHEATHING OVER STUD. TRANSITION) CONT. BEAD OF SEALANT ° BRICK VENEER OVER MORTAR OVER 4 RIB EDGE PANEL TPO AT VERT. PARAPET WALL ° ° ° ° a ° EXPANDED METAL LATH OVER %$' WHERE BACK WALL IS NOTL ° _ _ _ _ ° — GRAVITY CAVITY RAINSCREEN OVER 7 CONTINUOUS SEALANT WITH BACKER ROD if T ��- EXPOSED TO PUBLIC VIEW SIDEWALK AS OCCURS ° a ° ° i i ° UNDERLAYMENT OVER SHEATHING OVER THIN BRICK VENEER OVER 1/2" PRE -MOLDED ° ° STUD. EXTERIOR CEMENT PLASTER FINISH OVER MORTAR OVER EXPANDED EXP. JT. FILLER. O O ° a BRICK VENEER CORNER PIECES, TYP. STUCCO CORNER EXPANDED METAL LATH OVER %$' GRAVITY METAL LATH OVER %$' GRAVITY ppI� CAVITY RAINSCREEN OVER BUILDING PAPER CAVITY RAINSCREEN OVER — BEAD OVER SHEATHING OVER STUD NOTE: — — — 2-LAYERS #30 FELT 4" PVC PIPE WHERE ° NOTE: -INSTALL GRAVITY CAVITY RAINSCREEN PER UNDERLAYMENT OVER SHEATHING OVER STUD. OCCURS. SEE CIVIL NOTE: -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. MANUF. INSTALLATION REQUIREMENTS. DRAWINGS. - �\ -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. ` DETAIL SCALE 23 CANOPY DETAIL SCALE 18 PARAPET DETAIL SCALE 13 BASE DETAIL SCALE BASE DETAIL SCALE (STUCCO TO CORRUGATED METAL) 1-1/2" = 1' - 0" @ THIN BRICK VENEER 3" = 1' - 0" @ THIN BRICK VENEER 3" = 1' - 0" (COMPOSITE SOLID DECK BOARD) 1-1/2" = 1' - 0" (BRICK VENEER @STOREFRONT TRANSITION) 1-1/2" = 1' - 0" EXTERIOR CEMENT PLASTER FINISH OVER EXPANDED METAL LATH FRAMING SEE, STRUCTURAL DRAWINGS %" X 5 %2" NEWTECH COMPOSITE WOOD SIDINGS OVER 1"x3" FURRING STRIPS %8" GRAVITY CAVITY OVER 2-LAYERS #30 SPACED AT 16" O.C. STEEL COLUMN WHERE OCCURS 2 FELT UNDERLAYMENT OVER SHEATHING OVER STUD. „I rid EXTERIOR CEMENT PLASTER FINISH %$' GRAVITY CAVITY OVER 2-LAYERS #30 CENTER GLASS STOREFRONT L & R WEEP SCREED (LR 3501) OR APPROVED EQUAL OVER EXPANDED METAL LATH OVER %8" GRAVITY CAVITY RAINSCREEN OVER FELT UNDERLAYMENT OVER SHEATHING 1/8" MIN. WATER DRAINAGE GAP, TYP BUILDING PAPER OVER SHEATHING OVER OVER STUD. EXTERIOR CEMENT PLASTER FINISH STUD CONTINUOUS SEALANT AT BOTTOM MIN. 24 G.A. GALV. MTL. FLASH'G. SET IN BED OF SEALANT. COLORLOR TTO MATCH OVER EXPANDED METAL LATH OVER%8" CONTINUOUS SEALANT AT BOTTOM SHEATHING N CANOPY. TYPICAL GRAVITY CAVITY RAINSCREEN OVER SHEATHING STARTING TRIM rid BUILDING PAPER OVER SHEATHING g OVER STUD BACKER ROD o L & R WEEP SCREED CONTINUOUS SEALANT N PLASTER J-MOLD. TYP. (LR 3501) BRAKE METAL COLOR TO MATCH STOREFRONT o �y PROVIDE EXTRA LAYER OF � <� -'- ��- CONTINUOUS SEALANT WITH BACKER L & R WEEP SCREED _ BITUTHENE AT BACK OF ROD (LR 3501) CONTINUOUS SEALANT WITH BACKER C CHANNEL, TYP. BRICK VENEER OVER MORTAR OVER ° SMOOTH SACK FIN. CONC. ° SMOOTH SACK FIN. CONC. C° ° ° ROD STUCCO J-MOLD EXPANDED METAL LATH OVER %8" CONT. BEAD OF SEALANT ° ° ° ° CONT. BEAD OF SEALANT ° ° GRAVITY CAVITY RAINSCREEN OVER ° _ EXTERIOR CEMENT PLASTER FINISH OVER %$' 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING OVER STUD. ° ° _ _ ° _ a _ _° _ ° ° — ° ° EXPANDED METAL LATH OVER GRAVITY �f T �� SIDEWALK AS OCCURS ° SIDEWALK AS OCCURS CAVITY RAINSCREEN OVER 2-LAYERS #30 FELT UNDERLAYMENT OVER SHEATHING BRICK VENEER CORNER PIECES, TYP. 4 ° o o �� 1/2" PRE MOLDED all1/2" PRE -MOLDED OVER STUD. EXP. JT. FILLER. O O ° ° a EXP. JT. FILLER. O O ° °� ° a STUCCO CORNER BEAD NOTE: — — — 4 PVC PIPE WHERE-, " 4 PVC PIPE WHERE NOTE: -INSTALL GRAVITY CAVITY RAINSCREEN PER NOTE: OCCURS. SEE CIVIL i �� OCCURS. SEE CIVIL -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. MANUF. INSTALLATION REQUIREMENTS. -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. DRAWINGS. - i DRAWINGS. DETAIL SCALE 22 CANOPY DETAIL SCALE 17 DETAIL SCALE 12 BASE DETAIL SCALE 7 BASE DETAIL SCALE 2 (STUCCO TO STOREFRONT) 1-1/2" = 1' - 0" @ STUCCO 3" = 1' - 0" (BRICK VENEER TO STUCCO TRANSITION) 1-1/2" = 1' - 0" (STUCCO) 1-1/2" = 1' - 0" (COMPOSITE WOOD SIDINGS @ STOREFRONT TRANSITION) 1-1 2" = 1' - 0" W.R. GRACE ICE & WATER SHIELD STEEL COLUMN WHERE OCCURS 2" UNDERLAYMENT FRAMING SEE, STRUCTURAL DRAWINGS � 1 /z�� X 52�� NEWTECH COMPOSITE WOOD CENTER GLASS STOREFRONT MIN. 24 GA. G.I. COPING, PRIME AND PAINT. FLASHING COVER AT EDGE OF SIDINGS OVER 1" x 4" FURRING STRIPS SPACED AT 16" O.C. 2/= Y�w PROVIDE CONTINUOUS CLEAT W/ SHEET METAL CONCEALEDAT COPING PO.C.AT FURRING STRIPS %8ES " GRAVITY CAVITY OVER 2-LAYERS #30 ri d%J-. - BUTT ATLED SET COPING FELT UNDERLAYMENT OVER SHEATHING grid N JOINTS SOLID BED OVER STUD. rid OF POLYURETHANE CAULKING SEALANT TO 1/8" MIN. WATER DRAINAGE GAP, TYP %2" X 512" NEWTECH COMPOSITE WOOD CONTINUOUS CONCEALED PLATES. GRAVEL STOP MOLDING BY ROOF MANUF. - _N MIN. 24 G.A. GALV. MTL. FLASH'G. SET IN SIDINGS OVER 1 "x3" FURRING STRIPS SEALANT WITH CONTINUOUS SEALANT WITH BACKER C0 BED OF SEALANT. COLOR TO MATCH SPACED AT 16" O.C. OVER %$' GRAVITY - BACKE ROD ROD Jri CANOPY. TYPICAL CAVITY OVER 2-LAYERS #30 FELT 2 THK. HARDIE BACKER BOARD F-MOULDING, TYP. UNDERLAYMENT OVER SHEATHING _ (PAINTED), O/%8' GRAVITY CAVITY OVER SLOPE TO DRAIN, PROVIDE CONTINUOUS Q0 BACKER ROD o OVER STUD. 2 LAYERS #30 FELT UNDERLAYMENT T %" X 5 %2" NEWTECH COMPOSITE WOOD BEAD OF SEALANT AT COPING AND 20 N F MOULDING, TYP. OVER SHEATHING OVER STUD. SIDINGS OVER 1 "x3" FURRING STRIPS GRAVEL STOP MOLDING LAP JOINT SIM. 1"X6" COMPOSITE SOLID DECK BOARD SPACED AT 16" O.C. OVER %8" GRAVITY o PROVIDE EXTRA LAYER OF CONTINUOUS SEALANT WITH BACKER STUC O J-MOLD ATTACHED WITH STAINLESS STEEL CAVITY OVER 2-LAYERS #30 FELT N TPO AT VERT. PARAPET WALL GRAVITY CAVITY OVER 2-LAYERS #30 FELT BITUTHENE AT BACK OF ROD SCREWS SPECIFIED BY MANUF. 7 UNDERLAYMENT OVER SHEATHING OVER WHERE BACK WALL IS NOT EXPOSED TO UNDERLAYMENT OVER SHEATHING OVER STUD. C-CHANNEL, TYP. BRICK VENEER OVER MORTAR OVER INSTALL (2) AT EACH CONNECTION STUD. 2 PUBLIC VIEW 7 DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB OVER %8" POINT DL-3 METAL PANELS. 3" TRAPEZOIDAL RIB PATTERN WITH %2" RIB HEIGHT OVER EXPANDED METAL LATH GRAVITY CAVITY RAINSCREEN OVER PATTERN WITH %" RIB HEIGHT BY MS FURRING STRIPS SPACED AT 24" O.C, , 2-LAYERS #30 FELT UNDERLAYMENT 2X4 COMPOSITE NAILERS AT 4'-0" METAL SALES MANUFACTURING CORP. STUCCO CORNER RIB EDGE PANEL ��t T�,y��_ OVER SHEATHING OVER STUD. O.C. OVER STUCCO ATTACHED WITH LAG BOLTS INTO STRUCTURE. STUCCO CORNER BEAD 1X4 FURRING STRIPS SPACED AT 24" O.C, BEAD BRICK VENEER CORNER PIECES, TYP. PROVIDE COMPRESSION RINGS AND EXTERIOR CEMENT PLASTER FINISH OVER FRAMING, SEE STRUCTURAL DRAWINGS. CONTINUOUS SEALANT WITH BACKER ROD 4 SEALANT AT EACH BOLT 1 EXPANDED METAL LATH OVER /8„ GRAVITY TYP. %$' GRAVITY CAVITY OVER 2-LAYERS #30 EXTERIOR CEMENT PLASTER FINISH OVER EXPANDED METAL LATH OVER N GRAVITY CAVITY RAINSCREEN OVER BUILDING PAPER CORNER TRIM, BY MANUF. FELT UNDERLAYMENT OVER SHEATHING CAVITY RAINSCREEN OVER BUILDING PAPER OVER SHEATHING OVER STUD OVER STUD. OVER SHEATHING OVER STUD NOTE: — — — NOTE: NOTE: -INSTALL GRAVITY CAVITY RAINSCREEN PER NOTE: NOTE: NOTE: -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. MANUF. INSTALLATION REQUIREMENTS. -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. -INSTALL GRAVITY CAVITY RAINSCREEN PER MANUF. INSTALLATION REQUIREMENTS. PAIRAPET DETAIL SCALE 2G 11 21 CANOPY DETE SCALE 1 6 SCALE 11 DETAIL SCALE � SE DETAIL SCALE 1E PANELBBED METAL 3" OI (STUCCO TO CORRUGATED METAL 1-1 2CA 1E- 0" �TANL I 3" OI (BRICK VENEER TO COMPOSITE WOOD SIDINGDETIAON) 1-1 20 (STUCCO TO COMPOSITE SOLID DEBCAK OE 1-1 20" (COMPOSITE WOOD SIDINGS @ STOREFRONT 1 1 OilIIIIII mcgarchitecture.com 0 c� c� c c� S yJ W G W LL > > z z W J J Q Seal: 20110580 REGISTERED ARCHITECT A Project for: Client: MATT MAILED STATE OF WASHINGTON (D z � J CY) wo 0 00c)) gJLL a OJa� UW�� C\1w w2�� = C� 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title TYPICAL MATERIAL TRANSITION DETAILS Sheet #: A-505 @ MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L 7 NOTE: EXTERIOR EXIT DOORS SHALL HAVE A NOTE: ELECTRICAL ROOMS WITH EQUIPMENT RATED 1200 AMPERES OR MORE AND OVER 6 FEET DOOR GENERAL NOTES: 2 x 4 BLOCKING @ 32" O.C., IN ROOF SHEATHING SIGN ON OR ADJACENT TO DOOR, STATING: WIDE THAT CONTAIN OVERCURRENT DEVICES, SWITCHING, CONTROL DEVICES WITH EXIT SIMPSON LUS24 HANGERS, BLOCKING AS REQUIRED "THIS DOOR TO REMAIN UNLOCKED WHEN THIS ACCESS DOORS SHALL BE EQUIPPED WITH PANIC HARDWARE AND DOORS SHALL SWING IN THE 1. EXIT DOOR SHALL BE OF THE PIVOTED OR SIDE -HINGED SWINGING TYPE EXCEPT FOR POWER -OPERATED WHERE IT'S REQUIRED SPACE IS OCCUPIED" WITH 1" HIGH LETTERS, IN DIRECTION OF EGRESS. DOORS IN COMPLIANCE WITH CODE PROVISIONS. 1" INSULATED GLASS, CONTRASTING COLOR WITH BACKGROUND. 2. EXIT DOOR WAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND 6-8" IN HEIGHT. PROJECTIONS INCLUDING TEMPERED WHERE IT OCCURS 8 12 DOOR HARDWARE SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH LOWER THAN 34" RES IT 6" HIGH SUITE ADDRESS WITH ALUMINUM: FINISH TO MATCH ABOVE FINISH FLOOR. PROJECTION INTO CLEAR OPENING AT 34" AND ABOVE SHALL NOT EXCEED 4" 1" MINIMUM STROKE 1 3/4" X 4 1/2" ALUMINUM FRAME \ U ROOF - (SEE STOREFRONT, INCLUDING ALL EXCEPT FOR DOOR CLOSERS INSTALLED ABOVE 6'-6" FROM FINISH FLOOR. CORNER STEEL COLUMN, SEE jSULATION / 2L\J SPECS. ACCESSORIES. 3. A WIDTH OF EXIT DOOR LEAF SHALL BE 48" MAX. STRUCTURAL PLANS DEL TOP TRACK123 Cm 8 HARDWARE GENERAL NOTES: SIM. rrTTr�T+yy SIMPSON TRUSS CLIP 6" X 22 Gf-;FTkL �S E WAY 'DTC' @ 32" O.C. MAX. AT 16" rZ®�ITY DE P R-19 BATT INSULATION 1. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE j / ESR-2457 OR 2" x 6" WOOD SIM. OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. PANIC EXIT DEVICE AS OCCURS, SEE 2. HAND ACTIVATED DOOR HARDWARE SHALL BE LEVER OR PUSH TYPE AND OPERABLE WITH SINGLE CORNER STEEL COLUMN, SEE STUDS AT 16" O.C. _ _ _ _ _ _ _ SPECS. EFFORT BY LEVER OR PUSH BAR LOCATED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. STRUCTURAL PLANS w PANIC HARDWARE, SEE SPECS. 3. ALLOWABLE DOOR OPENING FORCE SHALL BE 5 LBS. MAX. FOR ALL INTERIOR AND EXTERIOR ALUMINUM BREAK METAL AS Q 5/8" GYP. BD. FULL HEIGHT DOORS. MAX. OPENING FORCE FOR FIRE DOORS SHALL BE 15 LBS. 20 x 20 LOUVER FOR 4. PANIC HARDWARE SHALL BE PROVIDED FOR ELECTRICAL ROOM WITH EQUIPMENT RATED 1200 AMP. OR D_ 1 PAIR INSULATED" CLEAR KICK PLATE *4 OCCURS AT DEMISING WALL - FINISH TO MATCH STOREFRONT > ON BOTH SIDES. SUSPENDED ACOUSTICAL GYP. BD. FINSIH FOR ALL TENANT CEILING SYSTEM - BY SPACES SHALL BE LEVEL 4 ELEC'L AND ASR ROOM, MORE AND OVER 6 FT. WIDE THAT CONTAIN OVERCURRENT DEVICES, SWITCHING, CONTROL DEVICES. T TEMPERED GLASS. FUTURE TENANT FINISH UPTO 12'-6" AFF AND - SEE MECH DRAWINGS. M 5. SINGLE USE RESTROOMS SHALL BE PROVIDED WITH A PRIVACY LOCK/LATCH. 11 6. REFER TO SPECIFICATION FOR HARDWARE SCHEDULE - RI LEVEL 2 FINISH ABOVE 12'-6" AFF BID.I D-1.1 SINGLE - D_2 o F.O. STUD . BOTTOM TRACK WITH ROOM SHA�LL BELEVEL2 FINISH �' SIGNS AND IDENTIFICATION: � SIMPSON PDPAWL FULL HEIGHT * - II A PAIR OF 3 0 x 7 0 ALUMINUM and GLASS WHERE 1. TACTILE SIGNS SHALL BE LOCATED 48" MIN. ABOVE FINISH FLOOR OR GROUND SURFACE, ( PER ACCESSIBLE CODE 3'-0" x T-0" x 1 3/4" @ EGRESS, ELEC'L AND ASR ROOM (TYP.), O SHOTPINS AT 16" O.C. WITH 1" EMBED CONCRETE SLAB OFF SET, OCCURS 6 MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE AND 60" MAX. ABOVE FINISH FLOOR _ REQUIREMENTS. *HOLLOW METAL DOOR. � CONTROL AND CONSTRUCTION * HARDWARE and ACCESSORIES, SEE SPECIFICATIONS. * PAINT ALL SIDES OF DOOR &FRAME. OR GROUND SURFACE, MEASURED FROM THE BASE LINE OF THE HIGHEST LINE OF RAISED JOINTS AT FACE OF PARTITION * ALUMINUM FRAME, SEE SPECIFICATIONS. * HARDWARE PER SPECIFICATIONS. CHARACTERS. RI STUDS - WHERE OCCURS. SEE * PRESSED METAL FRAMES. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A STRUCTURAL DWGS. FOR BLUE BACKGROUND. COMPLETE INFORMATION. DOOR SCHEDULE SCALE STOREFRONT MULLION SCALE 1 O TYPICAL DEMISING PARTITION SCALE (DOOR TYPES) 3/8" = 1' - 0" 3" = 1' - 0" N.T.S. BRAKE METAL OVER COLUMN AS OCCURS, 6" HIGH SUITE ADDRESS VARIES LINE OF U)I GRID SEE FLOOR PLANS AND STRUCTURAL - TYP. WITH 1" MINIMUM STROKE 8 3-0" MIN., CANOPY SOFFIT 5'-0" MAX. EXTERIOR LIGHTING AT - WOOD/METAL STUDS EXIT DOOR, SEE ELECTRICAL 1 ' INSULATED BATT INSULATION '" AS OCCURS DRAWINGS. I I FLOAT GLASS 9 EXTERIOR CEMENT 5/8" GYP BD OVER 1" INSULATED FLOAT I I - - PLASTER OVER 2 X STUDS, GRID METAL LATH OVER WHERE OCCURS EXIT } I 26 1/8" SURE CAVITY HEADER, REFER TO 9 A501 O OVER PLYWOOD STRUCTURAL DWGS 16 - z g I I - (TYP.) 1" INSULATED I I 1" INSULATED 1" INSULATED 1" INSULATED 3/8" SHIM (3" WIDE MIN.) z FLOAT 21 TEMPERED TEMPERED FLOAT I I O GLASS GLASS GLASS GLASS wI I (TYP.) 1" INSULATED (FS35) 1/4" X 2-1/2" TEMPERED HWH LAG BOLT � I I GLASS SPACED @ 12" O.C. I 1" INSULATED II I I 1" INSULATED 1" INSULATED 1" INSULATED NOTE: 1/8" MIN. WATER I TEMPERED I I TEMPERED TEMPERED TEMPERED DRAINAGE GAP, TYP. __\ N GLASS GLASS GLASS GLASS 1. ALL STOREFRONT GLAZING TO BE DESIGNED TO RESIST WIND WOOD SHIM AS REQUIRED LOAD OF 20 PSF. SUBMIT SHOP DRAWINGS FOR APPROVAL. 1� Ilk 2. STORE FRONT GLAZING TO CONFORM TO REQUIREMENTS OF METAL FLASHING �, EXPOSED STRUCTURE (TYP.). IBC SECTIONS 2404 & 2406. ALUM. BRAKE PROVIDE ROOF INSULATION. SEE EXTERIOR FINISH, REFER 3. FOR DOOR SPEC'S SEE DOOR SCHEDULE THIS SHEET. METAL HEAD ANCHOR CLIP REFLECTED CEILING PLAN FOR 6 7 5(rTYP.) TO EXTERIOR ELEVATIONS 4. PROVIDE GLASS WITH SHGC AND U FACTORS THAT CONFORMS (Sl) SEALANT & (UCH13251) COMPLETE INFORMATION. AND FINISH SCHEDULE. WITH 2O18 WSEC. BACKER OD 1" INSULATED GLASS GRID TYPYCAL STOREFRONT ELEVATION SCALE 19 STOREFRONT HEAD SCALE 9 STOREFRONT TYPES 3/8" = 1' - 0" 3" = 1' - 0" I TRI 2%" 8 I WI o O 1" INSULATED GLASS i I I I r�I yL I EXIT O DOOR PER SCHEDULE GRID --- r-- Ji LL __ I I IL ---------------- - REFER TO NOTE: EXTERIOR INTERIOR 1. REFER TO BUILDING REFLECTED FLOOR PLAN CEILING PLAN FOR SPECIAL I 1" INSULATED CONSTRUCTION AT EACH TENANT TEMPERED GLASS SPACE. WHERE IT OCCURS. O DOOR PER SCHEDULE 2. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. STOREFRONT DOOR HEAD SCALE 8 TYPYCAL TENANT SPACE SCALE 3 (JAMB SIM) OFFSET PIVOT DOOR W/CONCEALED CLOSER 3" = 1' - 0" REFLECTED CEILING PLAN 1/8" = 1' - 0" 6" MIN RI GRID O lo BLUE BACKGROUND TYP EXTERIOR PLASTER 2%8" REAR EXIT/SERVICE DOOR, WHERE IT OCCURS. SEE z � WHITE SYMBOL TYP (OR SEE FIN. SCHEDULE FLOOR PLAN. NOTE: OVER METAL LATH OVER WHITE LETTERING TYP ENTRANCE B_O SIGN - WALL MOUNTED j1 1. ALL BUILDING ENTRANCES FOR WALL MATERIAL 1/8" SURE CAVITY �- AND FINISH, REFER TO 1'-0" TYP. UNLESS 4'-0" MIN ABOVE FINISH GRADE VERSION A THAT ARE ACCESSIBLE TO & USABLE BY PERSONS OVER PLYWOOD ROOM FINISH SCHEDULE. j OTHERWISE SHOWN FON FLOOR PLAN. WITH DISABILITIES SHALL SHIM AS REQ'D. 2 x WD. STUDS GRID D-2 BE IDENTIFIED WITH AT 1/8" MIN. WATER - - - PER STRUCTURAL EXIT 6" MIN LEAST ONE STANDARD SIGN DRAINAGE GAP 12 TYP' AND WITH ADDITIONAL lo DIRECTIONAL SIGNS, AS 24 GA. GALV. I _ 1" INSULATED GLASS, c/) z WHITE BORDER TYP REQUIRED, TO BE VISIBLE METAL DRIP. PAINTED. TEMPERED WHERE IT g g WHITE ARROW SYMBOL TO PERSONS ALONG PROVIDE PRONOUNCED 16 GA. H.M. OCCURS IL RECESSED ELECTRICAL PANEL, DIRECTION VARIES TYP APPROACHING PEDESTRIAN DRIP EXTENSION TYPE O O N FRAME/ANCHORS, U SETTING BLOCKS WHERE IT OCCURS. SEE ELEC'L B_O SIGN - WALL MOUNTED WAYS. (SEE SPECS. ) (FS9) #10 X 1/2" PHSDS O ASSEMBLY SCREWS u- DRAWINGS. 4'-0" MIN ABOVE FINISH GRADE VERSION B 2. STANDARD USED TO IDENTIFY ACCESSIBLE W/ (S1) SEALANT CAP (2) WATER DEFLECTOR > DEMISING WALL. SEE FACILITIES. EDGE OF p M2- CONTROL JOINT (SEE PER LITE co DETAIL 3. WHITE FIGURE ON BLUE HOLLOW METAL 1 s 2�611 3 �' STRUCTURAL) END DAM AS RE" CAI 5 6" MIN BACKGROUND, COLOR FRAME TO 0 (FS24) #10 X 3/4" PHSDS CONCRETE SLAB ON GRADE #15090 ON FEDERAL BE FLUSH WITH p CONCRETE SIDEWALK - - -- W/ (S1) SEALANT CAP (TYP.). REFER TO FLOOR PLAN STANDARD # 595A. EXTERIOR FINISH. (2% MAX. SLOPE) �_ (S1) SEALANT & FOR SLAB LEAVE -OUT AREA, REFER TO ROOF PLAN FOR LOCATION z_ 4. WHEN ENFORCING AGENCY DOOR, SEE u - BACKER ROD WHERE IT OCCURS. SEE STRUGL OF AREA DESIGNATED FOR MECH. DETERMINES, IF SCHEDULE. 7 7/8" AT 2 x 6 WD. STUDS _ " DRAWINGS FOR EQUIPMENT ON ROOF. BO SIGN WALL MOUNTED APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY a a / nl a COL. COMPLETE INFORMATION'S. REFER TO STRUCTURAL DRAWINGS. 4'-0" MIN ABOVE FINISH GRADE BE APPROVED 5 7/8" AT 2 x 4WD. STUDS a FS23 `"3/8" X 3" HILTI KWIK ( ) FOR BEAM AND ROOF FRAMING VERSION C HUS EZ (ESR 3,HIL EVERY 18" INFORMATION'S. O.C. W/ (S1) SEALANT CAP GRID I - ADA ENTRANCE/EXIT SIGNAGE SCALE 17 EXTERIOR DOOR HEAD SCALE 12 BULKHEAD AT STOREFRONT SCALE TYPICAL HVAC UNIT ON ROOF SEE ACCESSIBILE ENTRANCE / ROUTE 1-1/2" = 1' - 0" @ CMU WALL 1R 3" = Ill- 0" AND HORIZONTAL MULLION 3" = 1' - 0" MECHANICAL DRAWINGS. FOR CURBED OPENINGS, SEE VERIFY 6" (TYP.) RI STRUGL COLUMN EXACT LOCATION, SIZE OF CURBS AND ROOF OPENINGS WITH WHERE IT OCCURS. SEE FLOOR PLAN MECHANICAL DRAWINGS AND 1/4" HIGH -IMPACT POLYSTYRENE, BLUE INSULATED TEMPERED DOOR AND STRUGL OR COMPLETEDRAWINGS SEE FOR TYP. ROOF CURB 17 EXIT EXIT 1 3/4" x 4 1/2" CL GLASS G INFORMATION'S 200 501 DETAIL. CL 1/8" RAISED SYMBOL AND ALUMINUM FRAME BEVEL STOPS (TYPICAL) LETTERING, WHITE INTERIOR EXTERIOR ROUTE RESILIENT FLOOR (NIC) TYPICAL TENANT 1" INSULATED GLASS, TEMPERED WHERE TAKE BRAKE METAL 6" FRAME BEYONDui 1 3/4" x 4 1/2" ALUMINUM FRAME SPACE NUMBER. EXIT SIGNS, REFER TO ELECTRICAL RAISED CORRESPONDING GRADE II BRAILLE, TYP. OCCURS ABOVE CEILING LINE O U EXTERIOR INTERIOR DRAWINGS FOR ADUL INFORMATION. WEATHERSTRIP J J DOOR NUMBER, SEE DOOR o SCHEDULE TACTILE EXIT SIGNAGE: oac 2 1. ATACTILE EXIT SIGN WITH THE WORD "EXIT' SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN DRIP ALUMINUM THRESHOLD J O0 >- N O o PILASTER WALL, WHERE IT OCCURS. 5 502(SIM.) 16 INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. CL ALUM. CLOSURE WEATHERSTRIP SEE FLOOR PLAN SET IN SEALANT o w z j (TYP.) GENERAL CONTRACTOR TO VERIFY EXISTING SIGNAGE INSTALLATIONS AND PROVIDE NEW AS REQUIRED. PIECE r CONCRETE PAVEMENT w O ALUMINUM THRESHOLD r EXIT 2. THE SIGN SHALL BE MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE - - - - WHERE OCCURS w SET IN SEALANT BED GRID D 1 --- THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, THE SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. 3. THE SIGN SHALL BE MOUNTED 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE RI - - - - - - - - - - -v 1" INSULATED GLASS, cv TEMPERED WHERE IT OCCURS m r � Q xQ TOP OF CONCRETE FLOOR SLAB < O L =_- _ _ _ -, � J - T- _ _ _ 1 NOTE: J 1 EXIT SIGN SHALL BE POSTED a r STOREFRONT AND DOOR ABOVE EACH REQUIRED EXIT DOOR SIGN. STEEL TUBE COLUMN SHIM SPACE TYP.Q @�-O. STUD �a x 0 w SYSTEM. SEE FLOOR PLAN1/4" DIRECTION OF EGRESS, WHERE ITS 4. THE LOCATION OF SIGN SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 (SEE STRUCTURAL) L REQUIRED. INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN PROVIDE SEALANT WITH COLOR TO ALUMINUM BRAKE a > -' CONTROL JOINT (REFER REFER TO 2. SEE REFLECTED CEILING AND FLOOR PLAN SWING OF DOOR. MATCH STOREFRONT METAL. SEE ELEVATIONS 1-3/4" x 4-1/2" ALUMINUM FRAME a w TO STRUCTURAL DWGS) ELECTRICAL PLANS FOR ADDITIONAL 5. ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO TYP. ALL 4 SIDES. FOR COLOR APPLICATION. EXIT SIGN INFORMATION. PROPORTION, COLOR CONTRASTAND RELIEFAND GRADE 2 BRAILLETEXT REQUIREMENTS. PROVIDE WEATHER STRIPING 3. SEE 15 FOR DOOR SCHEDULE. AT TOP AND SIDE OF DOOR TYP. RAISED CHARACTER & BRAILLE SCALE 26 STOREFRONT MULLION SCALE L 21 STOREFRONT MULLION SCALE 16 EXTERIOR DOOR SILL SCALE 11 STOREFRONT DOOR SILL SCALE 6 TYPICAL TENANT SPACE SCALE 1 EXIST SIGNAGE 1/8" = 1' - 0" 3" = 1' - 0" 3" = 1' - 0" STUD WALL 1 3" = Ill- 0" OFFSET PIVOT DOOR 3" = 1' - 0" FLOOR PLAN 1/8" = 1' - 0" mcgarchitecture.com 0 c� W c c� > J c� > W o z J =c� z Q Seal: 20110580 7EGTERED HITECT A Project for: Client: MATT MAkED STATE OF WASHINGTON MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title Sheet #: SCHEDULES A-600 @ MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 1ST PLAN CHECK SUBMITTAL 12.17.21 2ND PLAN CHECK SUBMITTAL 03.11.22 1 2 3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION & INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 1. MATERIAL VERIFICATION OF STRUCTURALSTEEL: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED - X ASTM A 6 OR ASTM A 568 CONSTRUCTION DOCUMENTS b. MANUFACTURER'S CERIFICATE OF COMPLIANCE REQUIRED - X ASTM A 6 OR ASTM A 568 2. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED - - AISC 360, SECTION A3.5 CONSTRUCTION DOCUMENTS b. MANUFACTURER'S CERIFICATE OF COMPLIANCE REQUIRED 3. INSPECTION OF WELDING: a. STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRATION GROOVE X - WELDS: 2) MULTIPASS FILLET WELDS: - X AWS D1.1 3) SINGLE -PASS FILLET WELDS > 5/ 6": - X 4) SINGLE -PASS FILLET WELDS </_ 5/16„. X 5) FIELD WELDS X _ ------ QC NSS6X,. R F FOUNDATION PLAN I SCALE 1 /8" = v-0" SPECIAL INSPECTION: REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION & INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT - X ACI 318: 3.5, 7.1-7.7 1910.4 2. VERIFYING USE OF REQUIRED - X ACI 318: Ch. 4, 5.2-5.4 1904.2, 1910.2, 1910.3 DESIGN MIX. 3. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH ASTM C 172 TESTS, PERFORM SLUMP AND X _ ASTM C 31 1910.10 AIR CONTENT TESTS, AND ACI 318: 5.6, 5.8 DETERMINE THE TEMPERATURE OF THE CONCRETE 4. INSPECTION OF CONCRETE PLACEMENT FOR PROPER X - ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8 APPLICATION TECHNIQUES 5. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES - X ACI 318: 5.11-5.13 1910.9 6. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING - X ACI 318: 6.1.1 - FORMED. 7. ALL POST -INSTALLED ANCHORS - X - - 1 RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT SN STRUCTURAL NOTES 1. DESIGN INFORMATION AND LOADS USED: A. USED THE 2018 IBC (INTERNATIONAL BUILDING CODE) B. ROOF SNOW LOAD ...... 25 PSF C. ROOF DEAD LOAD .... 18 PSF D. WIND ...............95 MPH, EXPOSURE B, Iw=1.0 E. SEISMIC ...........Ss=1.324, S1=0.454, SITE CLASS 'D', le=1.0 2. FOUNDATION: A. A GEOTECHNICAL REPORT BY GEOTEST, PROJECT No. 19-0193, DATED JULY 23, 2019 AND A SUPPLEMENTAL REPORT DATED DECEMBER 3, 2019 ALSO BY GEOTEST WERE USED IN THE DESIGN. CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORTS. CONTRATOR SHALL PREPARE PAD UNDER FOUNDATIONS AND FILL/CAPILLARY BREAK UNDER CONCRETE SLAB ON GRADE AS RECOMMENDED IN GEOTECHNICAL REPORTS. B. AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF WITH ALLOWED INCREASES AS PER GEOTECHNICAL REPORT WAS USED IN THE DESIGN. C. ALL FOUNDATIONS SHALL HAVE A MINIMUM EMBEDMENT OF 1'-6" BELOW FINISH GRADE. D. ALL BACKFILL COMPACTION WORK ADJACENT TO RETAINING WALLS, FOUNDATION WALLS, DOCK WALLS, ETC. SHALL USE LIGHT DUTY HAND OPERATED COMPACTORS WITHIN 3'-0" DISTANCE FROM WALL. CONCRETE A. STRENGTH ....... F'c=3500 PSI (520# MIN. TYPE II CEMENT) A W T R E T TI 04 MAXIMUM SLUMP ±4" B. CONCRETE SLAB ON GRADE SHALL BE WET CURED 4 DAYS MINIMUM & UNTIL CONCRETE HAS REACHED 70% OF IT DESIGN STRENGTH. C. REBAR..ASTM A615, GRADE 60 - #4 BAR & LARGER; ..ASTM A615, GRADE 40 - #3 BAR & SMALLER. WHERE WELDING IS REQUIRED, USE A706, GRADE 60 REBAR. C. SLABS & GRADE BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS. D. SAWN JOINTS IN SLABS ON GRADE SHALL BE MADE AS SOON AS POSSIBLE WITHOUT DAMAGE TO THE SURFACE. REFERENCE DETAIL 5/S1.2, E. MINIMUM CLEAR CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: 1. CONC. PLACED DIRECTLY AGAINST EARTH....3" 2. FORMED SURFACES EXPOSED TO WEATHER OR EARTH: A. #5 BARS OR SMALLER.. 1Y2 INCHES B. #6 BAR OR LARGER.... 2 INCHES 3. SLAB ON GRADE.......... CENTER OF SLAB F. MINIMUM LENGTH OF LAPPED SPLICES SHALL BE AS FOLLOWS UNLESS NOTED. STAGGER SPLICES SO THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME LOCATION UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT THE SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. BAR SIZE SPLICE LENGTH #3 16" #4 22" #5 27" #6 35" G. PROVIDE (2)-#5 BARS WITH 2'-0" PROJECTION ON ALL SIDES OF ALL OPENINGS OR REENTRANT CORNERS IN CONCRETE STEMWALLS, H. EPDXY ADHESIVE SHALL BE SIMPSON SET-XP OR HILTI H Y-150. J. ALL SAWN LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. PROVIDE (2) ANCHOR BOLTS PER BASEPLATE PIECE AND AT 8" MAX. FROM ENDS. K. FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. THE COATING FOR ZINC -COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153; EXCEPT WHERE SBX/DOT OR ZINC -BORATE PRESERVATIVE TREATED WOOD IS USED FOR THE WALL BASEPLATES, PLAIN CARBON STEEL FASTENERS CAN BE USED, L. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. SHEAR WALL SCHEDULE D DIATE BASEPLATE & MARK SHEATHING FASTENERS FASTENERS ATTACHMENT Y2" STRUCTURAL I 2X PRESSURE TREATED RATED SHEATHING 8d AT 8d AT PLATE W/ 5/8"0 X 12" A.B. W/ 2X6 STUDS 6" O.C. 12" O.C. AT 32" O.C. W/ 3"X3"XY4" AT 16" O.C. SQUARE PLATE WASHERS Y2" STRUCTURAL I 2X PRESSURE TREATED ARATED SHEATHING gd AT 8d AT PLATE W/ 5/8"0 X 12" A.B. W/ 2X6 STUDS 4" O.C. 12" O.C. AT 32" O.C. W 3"X3"XY4" / AT 16" O.C. SQUARE PLATE WASHERS Y2" STRUCTURAL I 2X PRESSURE TREATED ARATED SHEATHING AT 10d AT PLATE W/ 5/8"0 X 12" A.B. W/ (2) 2X6 STUDS 3" 3 O.C. 12" O.C. AT 16" O.C. W 3"X3"XY4" AT 16 O.C. SQUARE PLATE WASHERS NOTES: 1. PROVIDE (2) FULL HEIGHT 2X STUDS AT ENDS OF SHEAR WALLS MINIMUM, 2. BLOCK ALL SHEATHING EDGES. 3, THE ENTIRE WALL FROM OPENING TO OPENING INDICATED BY THE MARK ABOVE SHALL BE SHALL BE SHEATHED AND FASTENED AS PER ABOVE. COLUMN PAD SCHEDULE FTG. DETAIL COLUMN FOOTING SIZE REINFORCEMENT TOP FTG. ELL EV. 2/S1.2 HSS6X6X5/6 4'-0"X4'-0"X1'-0" (5) #5 BARS, E.W. 99.00' I 1/S1.2 HSS6X6X5/6 6'-0"X6'-0"X1'-2" (6) #5 BARS, E.W. 99.17' -- SEE PLAN 3'-6"X3'-6"X1'-O" (4) #5 BARS, E.W. 99,00' LF-- SEE PLAN 3'-6"X6'-0"X1'-0" #5 BARS AT 12" O.C. E.W. 99.00' mcgarchitecture.com Seal: A Project for: Client: H WAS a"Vi C) 4i � as5aAL�G� � Z Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: NH Reviewed By: NH Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title Sheet #: FOUNDATION PLAN S1.1 STATEMENT OF SPECIAL INSPECTIONS SCALE 3 STRUCTURAL NOTES SCALE 2 1/811 = 1 1-011 NTS © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 7 SASE PLATE SS COLUMN, E. FS/S1.1 LATION JOINT COLUMN, FS/S1.1 NC. SLAB S1.1 NON —SHRINK DUT 12"L4 —Y4"DIA. X 1'-0" A.B. W/ 3 " WASHERS — EXTEND ABOVE FOOTING W/ NUTS FOR LEVELING DTING TYPE, FS/S1.1 INTERIOR STEEL COLUMN FOUNDATION 3/4" = 1'— 0" RE, S1.1 OiL 100.50' T.O.CONC. HSS6X4X1/4 COLUMN COL. WIDTH + 6" 0 0 u 13 (4 4 C( Rf T. EXTERIOR COLUMN PAD 2 3/4" V RE. S1.1 HSS COLUMN, RE. S1.1—FTG. SCHED. PROVIDE 2" CONC. COVER AROUND COLUMN EXTERIOR FLATWORK PROVIDE 3" CONC. COVER OVER STEEL 1Y2" NON —SHRINK GROUT (4)-3/4"DIA. X 1'-0" A.B. W/ 3/8" WASHERS —EXTEND 4" ABOVE FOOTING W/ 12" DBL NUTS FOR LEVELING 4" CONC. FTG., RE. S1.1—FTG. SCHED. HSS6X4XY4 COLUMN (2) FULL HEIGHT STUDS OR POST PER PLAN SIMPSON HOLDOWN, RE, S1.1 TREATED PLATE #4 BAR CONT. A307 ANCHOR BOLT AS PER TABLE CONC. SLAB, RE. S1.1 X 0 I N X A.B. EMBED. 5/8" 0 15 " 7/a"0 20" #4 DOWEL X 18" AT 24"O.C. #3 STIRRUPS AT 24"O.C. - (2) #5 CONT. BAR, TOP & BOTTOM 3 TYPICAL HOLDOWN AT FOUNDATION 3/4" = 1'— 0" RE. S1.1 �SS6X4XY4 COLUMN Y 2"X6Y2"X6Y2" RECESSED PLATE 161 W/(4) Y2"0 X 8" THREADED 3 RODS WELDED TO BOTTOM 316 Y2"X6"X8" PLATE W/(4) /6 1 100,50 Y2"0 X 12" HEADED STUDS 6T.O.CURB WELDED TO BOTTOM 3j6 Y2"XCX7" PLATE W/(4) ° 100.00' r—� 100,00 Y2"O X 8" HEADED STUDS ° Ii ° 3 T.O.SLAB ° ° ° T.O.SLAB WELDED TO BOTTOM �31'� 2Y2" 1Y2' 4" 2Y2" CONC. FTG, 4 1 y2"R4"1Y2" CONC. FTG. CONC, FTG. EMBED PLATE AT STEEL COLUMN EMBED PLATE AT STEEL COLUMN EMBED PLATE AT STEEL COLUMN 3/4" = 1/4" = 1' 7 3/4" = 1' 0" 8 3/4" 1' 0" RE, S1.1 RE. S1.1 RE. S1.1 0 I N 1'-4" uz CTioRUPS AT 24" O.C. SLAB, RE: S1.1 CONT. BAR, TOP & BOTTOM NOTE: LAP SLAB REINFORCEMENT W/#3 TIES AS SHOWN. 4 FOOTING AT OPENING/STOREFRONT 3/4" = 1'— 0" RE. S1.1 RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT " c/\W CUT X 1/3rd DEPTH VITH SELF LEVELING SEALANT SLAB, RE: S1.1 NOTE: SLAB CONTROL JOINTS TO BE SPACED AT 12'-0" O.C. MAXIMUM 5 TYPICAL SLAB CONTROL JOINT 3/4" 1'— 0" RE. S1.1 mcgarchitecture.com Seal: A Project for: Client: cz 51 i = C7 G'3 m 4 SIGNALG , 2 MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: NH Reviewed By: NH Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title STRUCTURAL DETAILS Sheet #: S1.2 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 TYP. AT SHEARW THIS LII` 1 2 3 THIS LINE — ----(C) H CANOPIES __EL POST i FACES PER 3 SIM. RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT __u SN�TR�UCTURAL NOTES 1. DESIGN INFORMATION AND LOADS USED: A. USED THE 20Tn IMe (INTERNATIONAL BUILDING CODE) B. ROOF SNOW LOAD ...... 25 PSF C. ROOF DEAD LOAC ..18 PSF D. WIND ........... 9 ..PH, EXPOSURE B, Iw=1.0 E. SEISMIC ...........S5=1.324, S1=0.454, SITE CLASS 'D', le=1.0 2. WOOD RA I G: A. THE S MAnACHMCNTS, TURER SHALL BE RESPONSIBLE FOR ANY BLOCKING, ATTETC. THAT ARE NOT SHOWN ON THE P SBNECESSARY FOR THE PROPER PERF RMA CE OF THE JOISTS. B. ALL A G MEMBERS SHALL BE DOUGLAS FIR, NO. 2 ALL GLULAM BEAMS SHALL BE DOUGLAS FIR 241`-V4. ALL CANTILEVERED GLULAM BEAMS SHALL BE DOUGLAS FIR 24F-V8. ALL TUDS SHALL BE 290OFb-2.OE MINIMUM. C. ALL QOISTS IN ROOF AREAS SHALL BE DESIGNED FOR NET UPLI SS 12 PSF, D. IT IS NECESSARY THAT THE STRUCTURAL DRAWINGS BE USED IN CONJ WITH THE ARCHITECTURAL DRAWINGS TO HAVE t COMPLETE SCOPE OF THE WORK INVOLVED IN THIS CT. E. SHEATHE ALL EXTERIOR WOOD STUD WALLS PER TYPE 'A' SHEARWALL UNLESS NOTEnUR RWISE. RE. S2.1-SHEARWALL SCHEDULE. F. JOIST TT_ NU SHALL SUBMIT CALCULATIONS, STAMPED BY AN ENGINEENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED, TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. ALL ADDITIONAL LOADS DUE TO ROOF TOP MECHANIC ITS/ SUSPENDED WALL LOADS, ETC. WHERE APPLICAB E MUST BE CONSIDERED FOR TRUSS. THE TRUSSES HAVE BEEN DESIGNED FOR THE BASIC UNIFORM LOAD. ADD TRUSSES AS NECESSARY TO ACCOUNT FOR ADDITIONAL LOADS. G. BRACE POPOU S BACK AT ROOF LINE. H. SPLICE WALL T LATES PER DETAIL 4/S2.2. J. USE LVL STUDS AS SHOWN IN SECTIONS AND DETAILS AND WHERE STUD LENGTHS PRECLUDE USE OF SAWN LUMBER. k. JOIST DESIGNELL CONSIDER ADDITIONAL DRIFTING SNOW LOAD ACCUMULATIONS ALL ROOF MECHANICAL WELLS, ROOF TOP EQUIPMENT, PARAPETS AND FRAMED WALL PROJECTIONS EXCEEDING 2'-0" IN HEIGHT AND LENGTHS EXCEEDING 15-0" AS SHOWN BELOW 40 PSF 9'-3" 3. ROOF DECK SHEATHING: A. USE 3/4" SHEATHING, SPAN INDEX 48/24, APA RATED EXTERIOR GRADE. B. ALL ROOF OPENINGS GREATER THAN 12" X 12" SHALL BE FRAMED WITH 2X6 BLOCKING. COORDINATE W/ ROOF PLAN. RE. 5/S2.2. C. THE ROOF DIAPHRAGM SHALL BE: - BLOCKED WITH 10d NAILS AT 6" O.C. AT EDGES AND BOUNDARIES AND AT 6" O.C. IN THE FIELD. -PROVIDE 2X4 FLAT BLOCKING IN Z2 HANGERS AT ALL UNSUPPORTED EDGES. D. ALL WALL SHEATHING SHALL BE %2" THICK WITH SPAN INDEX 24/16, APA RATED EXTERIOR GRADE. SHEARWALL INDICATED SHALL BE STRUCTURAL I RATED. E. ALL ROOF SHEATHING SHALL BE PLACED WITH THE STRONG AXIS PERPENDICULAR TO THE SUPPORTS AND IN RUNNING BOND AS SHOWN IN THE FIGURE BELOW. II II II II II 4'X8' SHEATHING PANEL TYP. ROOF JOISTS AT 4'-0" O.C., TYP. 4. STRUCTURAL STEEL: A. STEEL DESIGNATIONS: ROLLED SHAPES ........ ASTM A-36 PIPE COLUMNS.... ....... ASTM A-53, GRADE B STRUCTURAL TUBING..ASTM A-500, GRADE B B. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIA. A-325 BOLTS UNLESS NOTED OTHERWISE. IF A CERTAIN SITUATION IS NOT DETAILED USE A SIMILAR DETAIL. CONNECTIONS SHALL GENERALLY FOLLOW THE TYPES SHOWN IN THE AISC MANUAL OF STEEL CONSTRUCTION. C. WELDED CONNECTIONS SHALL BE PER AWS D1.1. E70XX WELD MATERIAL SHALL BE USED. D. WHERE STEEL COLUMN IS LOCATED IN STRUCTURAL WALL PROVIDE 3/4" THREADED STUDS AT 24" O.C. MAX. EACH FACE OF COLUMN WITHIN WALL TO ATTACH NAILERS TO. SHEAR WALL SCHEDULE EDGE INTERMEDIATE BASEPLATE & MARK SHEATHING FASTENERS FASTENERS ATTACHMENT %2" STRUCTURAL I 2X PRESSURE TREATED RATED SHEATHING 8d AT 8d AT PLATE W/ 5/8"0 X 12" A.B. W/ 2X6 STUDS 6" O.C. 12" O.C. AT 32" O.C. W/ 3"X3"XY4" AT 16" O.C. SQUARE PLATE WASHERS %2" STRUCTURAL I 2X PRESSURE TREATED RATED SHEATHING 8d AT 8d AT PLATE W/ 5/8"0 X 12" A.B. W/ 2X6 STUDS 4" O.C. 12" O.C. AT 32" O.C. W 3"X3"X%4" / AT 16" O.C. SQUARE PLATEWASHERS Y2" STRUCTURAL I 2X PRESSURE TREATED ARATED SHEATHING 10d AT 10d AT PLATE W/ 5/8"0 X 12" A.B. W/ C2)2X6 STUDS STUDS 3" O.C. 12" O.C. AT 16" O.C. W/ 3"X3"X%4" AT 16 O.C. SQUARE PLATE WASHERS NOTES: 1. PROVIDE (2) FULL HEIGHT 2X STUDS AT ENDS OF SHEAR WALLS MINIMUM. 2. BLOCK ALL SHEATHING EDGES. 3. THE ENTIRE WALL FROM OPENING TO OPENING INDICATED BY THE MARK ABOVE SHALL BE SHALL BE SHEATHED AND FASTENED AS PER ABOVE. mcgarchitecture. com Seal: A Project for: Client: H WAS a"Vi 0 4as5ai � AL �IYALF' ,� �, I /2 Z 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: NH Reviewed By: N H Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title ROOF FRAMING PLAN ROOF FRAMING PLAN SCALE 1 STRUCTURAL NOTES SCALE 1 /8" = V-0" NTS Sheet #: S2.1 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 MECHANICAL UNIT & CURB I I Y2"OX4" LAG SCREW AT EACH CORNER OF UNIT MINIMUM & AT 32" O.C. AT SIDES 4X6 BLOCKING IN WP46 HANGERS UNDER CURB EDGES EACH SIDE OF MECHANICAL UNIT ROOF TRUSS, RE. PLAN MECHANICAL UNIT SUPPORT 3/4" = 1'— 0" RE. S2.1 1" 1" N r—� u u , L—J 10" Y2"X6"X1 0" nI n T7 %A/ // n \ SDS25312 DBL WALL 3/4" THREAE STUDS AT O.C. WELDE EACH SIDE PROVIDE W, (2) 2X6 SJ Y2" X6Y2" X12' —FLUSH TC OF HSS CC Y2"X6Y2"X6" HSS COLUN 2X6 STUDS AT 16" O.C. 2X6 STUDS AT 16" O.C. 2X6 PLATE W/ 16d AT 6" O.C. WOOD BEAM, RE S2.1 RE, ARCH Y2"X10"X6" PLATE W/(2� 3/4" THRU B LT PROVIDE Y4"X10"X6' PLATE ON INSIDE FACE RE. ARCH. WOOD BEAM RE, S2.1 TRIMMER KING S2TUDS ST TCH& TR�MMERS W 8d AT 8" O.C. STAGGERED WALL FRAMING PER PLAN 2X6 BOTTOM PLATE W/ 16d AT 6" O.C. NAIL KING STUD TO ADJACENT KING STUD/TRIMMER W/10d AT 8" O.C. I SIMPSON A35 CLIP PROVIDE (2) 16d FACENAILS AT 3" 0, AT BEAM END, (4) MIN) & AT 8" O.C. INTO TRIMMERS 3/4" SHEATHING ROOF JOIST IN SIMPSON- HB HANGERS, RE. S2.1, MANUFACTURER PROVIDE WEB STIFFENERS GL GIRDER RE. S2.1 ROOF JOIST IN SIMPSON HB HANGERS, RE. S2.1, MANUFACTURER PROVIDE WEB STIFFENERS TA24 STRAP AT SPLICE CONT, CHORD RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY 7IT7CLIP f E i6pmENT 2X6 BOTTOM PLATE W/ 16d AT 6" O.C. SIMPSON HGA10 WOOD BEAM RE. S2.1 SIMPSON ECCO POST CAP 6X6 WOOD POST WITCH STUDS, SSTTITCH TOGETHER W 16d AT 8" O.C. STAGGERED (6) 16d AT BEAM END 16d AT 8" O.C. STAGGERED TO POST TYPICAL SAWN LUMBER HEADER SUPPORT SECTION AT GIRDER WALL TOP PLATES SPLICE GLULAM BEAM HEADER SUPPORT 3/4" = 1'— 0" 3/4" = 1'— 0" 3/4" = 1'— 0" 3/4"2 RE. S2.1 3 RE. S2.1 RE. S2A RE. S2.1 GLULAM B RE. PLAN RE. ARCH. 3/4"xWIDTH BEAM + x 15" _O1 BOTTOM F "'A36 STRAP CONNECTING L TOP PLATES & ITERED OVER GIRDER LAM BEAM PLAN WIDTH OF + 5 8" LON M PLATE OLUMN AN WOOD HE RE. S2.1 ""'DSON CMSTC16 STRAP W/16d S OVER SHEATHING & 4X6 CKING & EXTENDING 2'-0" R HEADER AS SHOWN )D HEADER, S2.1 ARWALL W/Y2" ATHING AMERS & 4X6 POST, S1.1 & 7/S2.2 NOTES: 1. WHERE HEADER IS ON (1) SIDE OF WALL ONLY, STRAP TO BE CONTINUOUS FROM HEADER OVER 4X6 BLOCKING TO END OF WALL. 2, WHERE HEADERS ARE AT DIFFERENT ELEVATIONS, PROVIDE STRAP ON LOW HEADER SIDE ONLY & ACROSS WALL. 3. WHERE THERE IS STEEL POST & BUCKET AT HEADER STRAP TO EXTEND 2'-0" PAST STEEL BUCKET. BEAM AT STEEL COLUMN CANTILEVER BEAM AT STEEL COLUMN BEAM AT STEEL COLUMN x�� 3/4" = V— 0" 3/4" = 1' 0" 3/4" = 1'— 0" 3/4" = 1'— 0" RE. S2.1 7 RE. S2.1 8 RE. S2.1 9 RE. S2.1 F LF PLATE W/10gX4Y2" EW AT 8" O.C. TO KING 4 ADS SECTION AT OVERBUILD PARAPET 3/4" = V— 0" 10 RE. S2.1 VV L/V L/ TL IVI, RE. S2.1 SECTION AT OVERBUILD PARAPET 3/4" = 1'— 0" 11 RE. S2.1 E W/10gX4Y2" 8" O.C. TO C`I""n C`/lnl /'`N AC`T/`I C C`Tn A P W/16d & 4X6 TEND WALL SHEARWALL W/Y2" SHEATHING HEIGHT STUDS OPENING— HING W/8d JIIVII JVIV �.IVIJ V V J\/'YP W/ 16d NAILS OVER SHEATHING & 4X6 BLOCKING —STRAP TO EXTEND FULL LENGTH OF SHEARWALL STRAP AT SHEARWALL 3/4" = 1'— 0" 12 RE. S2.1 mcgarchitecture.com cz y co �u i = Q � Seal: A Project for: Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: NH Reviewed By: NH Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title STRUCTURAL DETAILS Sheet #: S2.2 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 C12X20.7 ALL SIDES — W FULL PEN. WELD AT CORNERS HSS2X2X3/6 W/Y4" END PLATE _ 3/ 3/ OL RE, ARCH, 2X8 AT 16" O.C. Y2" SHEATHING 2X8 LEDGER W��2 SDS25312 SCR S) AT EACH STIFFENER, EACH SIDE OF I —JOIST 2X6 BLOCKING —ATTACH SHEATHING W/8d AT 6" O.C. & LEDGER W/16d AT 6" O.C. A34 W/SD SCREWS AT EACH STUD 2X6 WEB STIFFENER — EACH SIDE OF JOIST W/(6) 1Od TO WEB A34 W/SD SCREWS 2X6 W/(2) SDS25312 — SCREWS AT EACH STIFFENER, EACH SIDE OF I —JOIST EDGE NAILING------' 2X4 AT 16" O.C. — W/ 3) 10d & A34 CLI W/SD SCREWS AT ENDS HSS2X2X3/s � 1Y2" 20GA. DECK N = 36 3/ 6 HSS5X2XY4 AT� EACH HSS COL. & AT 6'-0" MAX. Y2" SHEATHING W/10d AT 6 O.C. TO BLOCKING & LEDGER — H3 TIE LEDGER TO JOIST TOP CHORD — CMST14 STRAP W/ 2) 148OX2Y2" NAILS A 6" O.C. OVER —JOIST BLOCKING 3/4" SHEATHING —JOIST BLOCKING W/3Y2" CHORDS W/10d TOENAILS AT 6" O.C. TO PLATES #4 BAR CONT.— 0 X 0 N ROOF JOIST, RE. S2.1, W/A34 CLIP W/SD SCREWS EACH SIDE OF JOIST 3X6 BEVELED TOP PLATE & 2X6 PLATE BELOW— SPLICE PER 4/S2.2 2X6 STUDS AT 16" O.C. 2X BLOCKING W/A34 CLIPS W/ SD SCREWS AT ENDS 2X4 2 16d ATDGER EACHWSTUD (2) Y2"OX4" LAG SCREWS AT 32" O.C. 4X12 BLOCK AT CANOPY ATTACHMENT W A34 CLIP TOP & BOTTOM 2X6 STUDS AT 16" O.C. W/DBL TOP PLATES Y2" SHEATHING 2X6 TREATED PLATE W/5/8"O X 15" A.B. AT 32"O.C. & W/3X3XY4" PLATE WASHERS CONC. SLAB, RE. S1.1 X #4 DOWEL X 18" AT 24"O.C. #3 STIRRUPS AT 24"O.C. (2) #5 CONT. BAR, TOP & BOTTOM C12X20.7 ALL SIDES W FULL PEN. WELD AT CORNERS HSS2X2X3/ W/Y4" END PLAT 3// 3� N Y2" SHEATHING 2X8 W/(2) 8gX3Y2" SCREWS EACH HORIZ. 2X8 AT 16" O.C. W/(4) 10d TO VERT. STUD 2X8 LEDGER W 2) SDS25312 SCR S A EACH STIFFENER, EACH SIDE OF I —JOIST 2X6 BLOCKING —ATTACH — SHEATHING W/8d AT 6" O.C. & LEDGER W/16d AT 6" O.C. A34 W/SD SCREWS AT EACH STUD 2X6 WEB STIFFENER EACH SIDE OF JOIST W/(6) 1Od TO WEB A34 W/SD SCREWS --- 2X6 W/(2) SDS25312 SCREWS AT EACH STIFFENER, EACH SIDE OF I —JOIST EDGE NAILING 2X8 AT 16" O.C. Y2" SHEATHING 2X4 AT 16" O.C. W/(3) 10d & A34� CLIP W/SD SCREWS AT ENDS 1Y2" 20GA. DECK HSS2X2X3/6 --------------- 3/16 / 6 3/ 6 Y2" SHEATHING W/10d AT 6 O.C. TO BLOCKING & LEDGER 0 N 1 y2" N 2"X4"X18 GA. CONT. BENT ANGLE W42) #9X2I " SD SCREWS VERT. STUD & (1) TO HORIZONTAL H3 TIE LEDGER TO JOIST TOP CHORD CMST14 STRAP W/ 2) 1480X2Y2" NAILS A 6" O.C. OVER —JOIST BLOCKING 3/4" SHEATHING I —JOIST BLOCKING W/3Y2" CHORDS W/10d TOENAILS AT 6" O.C. TO PLATES q \ N 1'-4" ROOF JOIST, RE. S2.1, W/A34 CLIP W/SD SCREWS EACH SIDE OF JOIST 3X6 BEVELED TOP PLATE & 2X6 PLATE BELOW— SPLICE PER 4/S2.2 2X6 STUDS AT 16" O.C. 2X BLOCKING W/A34 CLIPS W/ SD SCREWS AT ENDS 2X4 2 16d ATDGER EACHW/(U) (2) Y2"OX4" LAG SCREWS AT 32" O.C. 4X12 BLOCK AT CANOPY ATTACHMENT W/A34 CLIP TOP & BOTTOM 2X6 PLATE W/16d AT 6" O.C. WOOD HEADER, RE. PLAN 1RUPS AT 24" O.C. SLAB, RE: S1.1 CONT. BAR, BOTTOM Y2" SHEATHING 2X8 W/(2) 8gX3Y2" SCREWS EACH HORIZ, 2X8 AT 16" O.C. W/(4) 10d TO VERT. STUD Y2" SHEATHING 2X BLOCKING W/16d AT 6" O.C. TO HORIZ. BLOCKING (3) SDS25300 SCREWS L4 EDGE NAILING RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 2"X4"X18 GA. CONT. BENT ANGLE W42) VX2Y2" SD SCREWS VERT. STUD & (1) TO HORIZONTAL 10d AT 6" O.C. 2X6 CONT. BLOCKING W/A34 CLIP TO PLATES 3/4" SHEATHING 2X6 AT 16" O.C. W A34 CLIP W SD SCREWS TO WALL PLATES & I —JOIST STIFFENER WEB W/(6) OdS TOFWEBR 2' — 8>, DBL ROOF JOIST AS REQUIRED —DESIGNER TO ACCOUNT FOR 160 PLF UPLIFT DUE TO DEAD LOAD 2X8 AT 16" O.C. 2X6 STUDS AT 16" O.C. W/DBL TOP PLATES— Y2" SHEATHING SPLICE PER 4/S2.2 2X4 AT 16" O.C. W/(3) 10d & A34 2X BLOCKING W/A34 CLIPS C12X20.7 ALL SIDES CLIP W SD SCREWS W/ SD SCREWS AT ENDS W FULL PEN. WELD AT EN S AT CORNERS 1Y2" 20GA, DECK N HSS2X2X3/ W/Y4" HSS2X2X3/6 END PLAT 3�6 ---------------- 3/6 __________ ___ -----------6----- --- GER /( ) WSTUD 3 16d ATDEACH 3/6 (2) Y2"OX4" LAG SCREWS AT 32" O.C. 4X12 BLOCK AT CANOPY ATTACHMENT Y2" SHEATHING W/10d AT 6 O.C. TO BLOCKING & LEDGER 0 N 1'-4" W A34 CLIP TOP & BOTTOM 2X6 PLATE W/16d AT 6" O.C. WOOD HEADER, RE. PLAN '\RUPS AT 24" O.C. SLAB, RE: S1.1 CONT. BAR, BOTTOM mcgarchitecture.com 0 y � Z Z C. 2 � Seal: H - wAskfJ, SIGNAL�G , 2 A Project for: Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: NH Reviewed By: NH Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title STRUCTURAL SECTIONS 1 SECTION SECTION SECTION 3/4" = 1'— 0" 2 3/4" = 1'— 0" 3 3/4" = 1'— 0" RE. S1.1 & S2.1 RE. S1.1 & S2.1 RE. S1.1 & S2.1 Sheet #: S3.1 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 2X8 AT 16" O.C. W/DBL TOP PLATES Y2" SHEATHING H3 TIE LEDGER TO STUD 2X6 BLOCKING —ATTACH SHEATHING W/8d AT 6" O.C. & LEDGER W/16d AT 6" O.C. A34 W/SD SCREWS AT EACH STUD 2X6 WEB STIFFENER — EACH SIDE OF JOIST W/(6) 10d TO WEB A34 W/SD SCREWS 2X6 W/(2) SDS25312 — SCREWS AT EACH STIFFENER, EACH SIDE OF —JOIST 2X/4( )AT 16" O.C. SCREWS &2HGAIOKT CLIP AT ENDS EDGE — NAILING #4 BAR CONT. 0 N X 1'-4" H3 TIE LEDGER TO JOIST TOP CHORD CMST14 STRAP W/(2) 148OX2Y2" NAILS AT 6" O.C. OVER —JOIST BLOCKING 3/4" SHEATHING 2X8 LEDGER W/(2) SDS25312 SCREWS AT EACH STIFFENER, EACH SIDE OF —JOIST I —JOIST BLOCKING W/3Y2" CHORDS W/10d TOENAILS AT 6" O.C. TO PLATES ROOF JOIST, RE. S2.1, W/A34 CLIP W/SD SCREWS EACH SIDE OF JOIST 3X6 BEVELED TOP PLATE & 2X6 PLATE BELOW— SPLICE PER 4/S2.2 2X BLOCKING W/A34 CLIPS W/ SD SCREWS AT ENDS 2X6 STUDS AT 16" O.C. W/DBL TOP PLATES Y2" SHEATHING 2X6 TREATED PLATE W/5/8"O X 15" A.B. AT 32"O.C. & W/3X3XY4" PLATE WASHERS CONC. SLAB, RE. S1.1 #4 DOWEL X 18" AT 24"O.C. #3 STIRRUPS AT 24"O.C. (2) #5 CONT. BAR, TOP & BOTTOM 2X8 AT 16" O.C. W/DBL TOP PLATES Y2" SHEATHING Y2" SHEATHING 2X BLOCKING W/16d AT 6" O.C. TO HORIZ. BLOCKING A34 CLIP EACH STUD (3) 10d FACENAILS STUD TO 4X6 EDGE NAILING 2X4 EAC HNSIDE OF EACH STUD AT 16" O.C. W/ 3) 10d & A34 CLIP W/ D SCREWS AT ENDS #4 BAR CONT. 0 N 10d AT 6" O.C. 2X6 CONT, BLOCKING W/A34 CLIP TO PLATES 3/4" SHEATHING A34 CLIP EACH SIDE W/SD SCREWS 4X6 AT 16" O.C. W A34 CLIP W/SD SCREWS TO WALL PLATES W/(6) WEB 0dS TOWEB 2'-8„ 1'-4" DBL ROOF JOIST AS REQUIRED —DESIGNER TO ACCOUNT FOR 55 PLF UPLIFT DUE TO DEAD LOAD 4X6 BLOCKING W/A34 CLIPS W/ SD SCREWS AT ENDS 2X6 STUDS AT 16" O.C. W/DBL TOP PLATES — SPLICE PER 4/S2.2 2X6 STUDS AT 16" O.C. W/DBL TOP PLATES Y2" SHEATHING 2X6 TREATED PLATE W/5/8" 6 X 15" A.B. AT 32"O.C. & W/3X3XY4" PLATE WASHERS CONC, SLAB, RE. S1.1 #4 DOWEL X 18" AT 24"O.C. #3 STIRRUPS AT 24"O.C. (2) #5 CONT. BAR, TOP & BOTTOM RE. ARCH. 2X BLOCKING AT 6" O.C. T HORIZ, BLOCI, 8d AT 6" 0.( (3) 1Od 2X6 lid 2X6 AT 16" W/A34 CLIP SCREWS & AT ENDS 2X6 AT 16" W/DBL TOP f Y2" SHEATHIN FINISH GRADE 4 OP IN EXTENSION RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT mcgarchitecture.com Seal: A Project for: Client: 0 y � Z Z C. 2 � �H �— WASI+S SIGNAL�G , MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: NH Reviewed By: NH Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title STRUCTURAL SECTIONS SECTION SECTION SECTION 3/4" = 1'— 0" 2 3/4" = 1'— 0" 3 3/4" = 1'— 0" RE. S1.1 & S2.1 RE. S1.1 & S2.1 RE. S2.1 RE. ARCH Sheet #: S3.2 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT CMST14 STRAP W/(2) 2X8 LEDGER W/(2) H3 TIE LEDGER OVER -JOIST NAILS KI 6" O.C. SDS25312 SCREWS AT TO JOIST TOP OVER -JOIST BLOCKING EACH STIFFENER, EACH CHORD 3/4" SHEATHING SIDE OF I -JOIST 2X6 BLOCKING- 2" 2" - ATTACH SHEATHING 2X6 AT 16" O.C. W/8d AT 6" O.C. & 1 W/DBL TOP PLATES LEDGER W/16d AT 6" o O.C. I--__JI I -JOIST BLOCKING W/3Y2" 2X6 W/(2) SDW22300 A34 W/SD SCREWS I -JOIST BLOCKING W/3Y2" CHORDS W/10d TOENAILS EACH END TO STUDS AT EACH STUD CHORDS W/10d TOENAILS 1 AT 6" O.C. TO PLATES A34 CLIP AT 6" O.C. TO PLATES 2X6 WEB STIFFENER Y2"X6"X12" PLATE W/(4) 2X6 PLATE W/(2) 16d AT DBL 2X6 STUD EACH SIDE OF JOIST SDS25312 SCREWS TO EACH JOIST & AT 6" O.C. W/(6) 10d TO WEB- DBL WALL PLATES ROOF JOIST, RE. S2.1, ATTACH TO HSS TO TJI BLOCKING FLUSH OUT TO BOTTOM ROOF JOIST, RE. S2.1, W/A34 CLIP W/SD SCREWS CHORD W/A34 CLIP W/SD SCREWS EACH SIDE OF JOIST 3/4" SHEATHING EDGE NAILING EACH SIDE OF JOIST 3/6 3X6 BEVELED TOP 3X6 BEVELED TOP PLATE & 2X6 PLATE (2) 3/4"0 THREADED PLATE & 2X6 PLATE BELOW- SPLICE PER 4/S2.2 STUDS BEYOND WELDED ° BELOW- SPLICE PER 4/S2.2 2X6 AT 16" O.C. TO HSS-ATTACH 2X6's o I -JOIST BLOCKING 2X6 AT 16" O.C. & PROVIDE WASHERS I I I W/DBL TOP PLATES Y2" SHEATHING 2X6 STUDS AT 16" O.C. Y2" SHEATHING ° I I I I I I I I C12X20.7 ALL SIDES W FULL PEN. WELD ROOF JOIST, RE. S2.1, CORNERS W/A34 CLIP W/SD 3j6 36 SCREWS TO WALL PLATES I I / I I I 2X6 W/(2) 8gX4Y2" 3X6 BEVELED TOP SCREWS AT EACH ii ii PLATE & 2X6 PLATE STUD y BELOW- SPLICE PER it 4/S3.2 it Ili gk RE. 10'-0" -- I ° I I C12X20.7 ALL SIDES C' TO W/FULL PEN. WELD HSS 3/6 AT CORNERS 1Y2" 20GA. DECK Y4 HSS2X2X3/6 i I I — I I _41 -- 3�6 ILI— AT 16" O.C. — 3/4"X5Y2"X12Y2" TALL PLATE W/A34 CLIP W/SD 3/s--------------------77 --- -- 1,Y4" SCREWS & (2) 10d STEEL BUCKET AT II 4 AT ENDS 3 HEADER, RE. 6/S2.2 IL II HSS5X2XY4 AT �g I I I I EACH HSS COL. �6 & AT 6'-0" 3/6 3 N MAX. I I HSS8X3XY4 PIECE I I I I HEADER, RE. PLAN I I I I I I I I I I I I I I I I I I I I I I I I I I I I HSS6X6XY4 COLUMN I I I I I I HSS6X4XY4 COLUMN I I I I I I I I I I I I 2X6 AT 16" O.C. 2X6 STUDS AT 16" O.C. I I W/DBL TOP PLATES W DBL TOP PLATES- / I I SPLICE PER 4/S2.2 I I I I Y2" SHEATHING I I I I „ Y2" SHEATHING 61 I I o F5 11 I 3„ o 11 J 2Y2" I I 2Y2" I I � I I I I I I Y2"X6Y2"X6Y2" RECESSED PLATE 2X6 TREATED PLATE WITH 3j6 W/(4) Y2"� X 8" THREADED 5/8"0 x 15" A.B. AT 32" O.C. & BASEPLATE & ATTACHMENT, RODS WELDED TO BOTTOM WITH 3X3XYa" PLATE WASHERS RE. 7/S1.2 3� 6 #4 BAR CONT. 14611, CONC. SLAB, RE: S1.1 CONC. SLAB, CONC, SLAB, RE: S1.1 RE. S1.1 FINISH FINISH X GRADE GRADE 10 #4 DOWEL X 18" AT 24"O.C. #4 BAR CONT. #4 DOWEL X 18" #4 BAR CONT. #4 DOWEL X 18" o L AT 24" O.C. AT 24" O.C. o o N #3 STIRRUPS AT 24"O.C. �, #3 STIRRUPS AT 24" O.C. #3 STIRRUPS AT 24" O.C. • (2) #5 CONT. BAR, TOP & (2)-#5 CONT. BAR, BOTTOM (2)-#5 CONT. BAR, TOP & BOTTOM TOP & BOTTOM 1'-4" #4 CONT. BAR, VARIES 1'-4" #�4 CONT. BAR, VARIES 1'-4" TOP & BOTTOM `SOP & BOTTOM IN EXTENSION RE. ARCH IN EXTENSION RE. ARCH SECTION SECTION SECTION 3/4" = 1'- 0" 2 3/4" = 1'- 0" 3 3/4" = 1'- 0" RE. S1.1 & S2.1 RE. S2.1 RE. S1.1 & S2A mcgarchitecture.com Seal: 4E ?��1�22 A Project for: Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: NH Reviewed By: NH Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title Sheet #: STRUCTURAL SECTIONS S3.3 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 Y2" SHEATHING 2X6 AT 16" O.C. W/DBL TOP PLATES 2X/4( AT 16" O.C. STUD) 10d EACH A34 W/SD SCREWS AT EACCH STUD 2X6 BLOCKING — ATTACH SHEATHING W 8d AT 6" O.C. & LEDGER W/16d AT 6" O.C. EDGE NAILING A34 W/SD SCREWS AT EACH STUD 2X6 AT 16" O.C. A34 CLIP W/SD SCREWS EACH STUD TO BEAM 4X12 BLOCK AT CANOPY ATTACHMENT W/A34 CLIP TOP & BOTTOM C12X20.7 ALL SIDES W FULL PEN. WELD A CORNERS 1Y2" 20GA. DECK HSS2X2X3/6� 3/ HSS5X2XY4 AT EACH HSS COL. & AT 6'-0" MAX. 3/16 Y2" SHEATHING W/10d AT 6 O.C. TO BLOCKING & LEDGER SECTION 3/4" = 1'— 0" RE. S1.1 & S2.1 2X6 PLATE W/16d AT 6" O.C. A34 CLIP W/2Y2" SD SCREWS 4X4 TO ROOF JOIST 3/4" SHEATHING CVST14 STRAP W/(2) 148OX2Y2" NAILS ATT 6" O.C. OVER SHEATHING/JOIST BLOCKING I —JOIST BLOCKING W/3Y2" CHORDS W/10d TOENAILS AT 6" O.C. TO PLATES ROOF JOIST, RE. S2A, W/A34 CLIP W/SD SCREWS EACH SIDE OF JOIST 3X6 BEVELED TOP PLATE & 2X6 PLATE BELOW— SPLICE PER 4/S2.2 2X6 STUDS AT 16" O.C. 2X6 PLATE W/16d AT 6" O.C. WOOD HEADER, RE. PLAN (2) Y2"OX4" LAG SCREWS AT 32" O.C. 2X4 LEDGER W/8gX3Y2" SCREW AT 16" O.C. #3 STIRRUPS AT 24" O.C. CONC. SLAB, RE: S1.1 (2)—#5 CONT. BAR, TOP & BOTTOM 3/6V v 3� Y2" SHEATHING 2X6 AT 16" O.C. W/DBL TOP PLATES 2X/4( AT 16" O.C. STUD) 10d EACH A34 W/SD SCREWS AT EACCH STUD R10d FACENAILS UD TO 4X6 EDGE NAILING A34 W/SD SCREWS AT EACH STUD 2X6 AT 16" O.C. A34 CLIP W/SD SCREWS EACH STUD TO BEAM 4X12 BLOCK AT CANOPY ATTACHMENT W/A34 CLIP TOP & BOTTOM (�11)v1)n _7 All C`IflrC` & AT 6'-0" MAX. Y2" SHEATHING W/10d AT 6 O.C. TO BLOCKING & LEDGER 2 SECTION 3/4" = 1'— 0" RE. S1.1 & S2.1 0 N 10d AT 6" O.0 2X6 PLATE W/16d AT 6" O.C. 2X6 CONT. BLOCKING W/A34 CLIP TO PLATES 3/4" SHEATHING A34 CLIP EACH CIn\N /cn c(`RP_\Nc DBL ROOF JOIST AS REQUIRED 2X6 STUDS AT 16" O.C. 2X6 PLATE W/16d AT 6" O.C. WOOD HEADER, RE. PLAN (2) Y2"OX4" LAG SCREWS AT 32" O.C. 2X4 LEDGER W/8gX3Y2" SCREW AT 16" O.C. 1RUPS AT 24" O.C. SLAB, RE: S1.1 CONT. BAR, BOTTOM RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT mcgarchitecture.com Seal: A Project for: Client: 0 y � Z Z C. 2 � H � - WASI+S SIGNAL�G , MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: NH Reviewed By: NH Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title Sheet #: STRUCTURAL SECTIONS S3.4 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 F_ HVAC GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMIT FEES, INSPECTIONS, AND LICENSES REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. CONTRACTOR MUST BE REGISTERED, HAVE NECESSARY LICENSES, OBTAIN NECESSARY PERMITS, AND HAVE CONSENT FROM ALL GOVERNMENTAL AGENCIES TO CARRY OUT THE WORK OF THE CONTRACT. 3. ALL WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT SMACNA STANDARDS, CURRENT ASHRAE GUIDELINES, AND ALL APPLICABLE STATE AND LOCAL BUILDING CODES. 4. CONTRACTOR SHALL REMOVE AND HAUL AWAY FROM THE PREMISES ALL UNUSED MATERIALS AND DEBRIS RESULTING FROM THE PERFORMANCE OF THE CONTRACT AND SHALL BEAR THE COST OF DISPOSAL. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF WALLS, ROOF, AND FLOORS, INCLUDING SAW CUTTING AND CORE DRILLING. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURAL ELEMENTS THAT IS NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE OWNERS REPRESENTATIVES ATTENTION PRIOR TO PERFORMING THE WORK. CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS AND SIZES OF SUCH A CUTTING AND DRILLING FOR APPROVAL. CONTRACTOR SHALL COORDINATE ALL WORK PERFORMED BY OTHERS WITH GENERAL CONTRACTOR. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING THEIR BID AND TO HAVE EXAMINED AND FAMILIARIZED THEMSELVES WITH THE SITE CONDITIONS. THEY SHALL COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE RESULTS OF THEIR EXAMINATION OF THE SITE AND CONFIRM THAT ALL REQUIREMENTS FOR COMPLETE H.V.A.C. MAY BE FULFILLED. NO EXTRA PAYMENTS WILL BE ALLOWED TO THE H.V.A.C. CONTRACTOR DUE TO UNFAMILIARITY WITH THE SITE CONDITIONS. 7. CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS, AND PROVIDE ALTERNATE BID FOR VALUE -ENGINEERED COST SAVINGS. CONTRACTOR SHALL EVALUATE DUCT CONSTRUCTION FOR AIR DISTRIBUTION MAIN TRUNKS AND PROVIDE VALUE -ENGINEERED ALTERNATE FOR COST SAVINGS TO THE OWNER. 8. THE TENANT RESERVES THE RIGHT TO ACCEPT AND/OR REJECT ANY OR ALL BIDS. 9. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE MATERIALS BEFORE, DURING, AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 10. AS BUILT DRAWINGS SHOWING DIMENSIONS AND LOCATIONS OF PIPES, DUCTS, AND EQUIPMENT SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER, TENANT, AND OWNER AT CONCLUSION OF CONSTRUCTION. 11. THE ARCHITECT/ENGINEER SHALL HAVE THE RIGHT TO ACCEPT AND/OR REJECT MATERIALS, EQUIPMENT, AND/OR WORKMANSHIP, AND SHALL APPROVE ONLY WHEN THE CONTRACTOR HAS COMPLIED WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO ORDERING OR INSTALLING EQUIPMENT OR MATERIALS. SHOP DRAWINGS SHALL CLEARLY IDENTIFY SUBSTITUTIONS ON EQUIPMENT AND MATERIALS, AND SHALL CLEARLY IDENTIFY ALL PERTINENT DATA TO SUBSTANTIATE THE EQUALITY OF THE PRODUCT. THIS CONTRACTOR SHALL SUBMIT TO -SCALE DUCTWORK SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 13. WORKMANSHIP SHALL BE OF THE BEST QUALITY AND ONLY COMPETENT MECHANICS, SKILLED IN THEIR RESPECTIVE TRADES, SHALL BE EMPLOYED. 14. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL OTHER TRADES. THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT, PADS, AND CHANGES IN ELEVATION OF DUCTWORK, PIPING, AND OTHER EQUIPMENT. 15. ALL MECHANICAL TRIM/FINISHES SHALL BE COLORED AS PER ARCHITECT REQUIREMENTS. CONTRACTOR SHALL VERIFY COLOR REQUIREMENTS WITH THE ARCHITECT PRIOR TO ORDERING AIR INLETS/OUTLETS, WALL LOUVERS, AND THERMOSTATS. 16. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS, AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING LAYOUT, AND ARCHITECTURAL ROOM ELEVATIONS. 17. FIELD -BUILT SLEEPERS OR PLATFORMS FOR ROOF -MOUNTED EQUIPMENT, ROOF PENETRATIONS, CUTTING, AND PATCHING BY GENERAL CONTRACTOR. 18. LINE VOLTAGE WIRING, CONDUIT, DISCONNECT SWITCHES, AND FINAL TERMINATIONS BY ELECTRICAL CONTRACTOR. LOW VOLTAGE WIRING, CONDUIT, AND FINAL TERMINATIONS BY MECHANICAL CONTRACTOR. 19. ALL LINE VOLTAGE CONTROLS INCLUDING STARTERS, RELAYS, CONTACTORS, TRANSFORMERS, ETC SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 20. CONDENSATE DRAIN AND GAS PIPING SHALL BE BY PLUMBING CONTRACTOR. 21. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND CONTROL DEVICES FOR THE COMPLETE INSTALLATIONS OF AN AUTOMATIC TEMPERATURE CONTROL SYSTEM. 22. CONTRACTOR SHALL INSTALL ROOFTOP EQUIPMENT AT A MINIMUM OF 10 FEET FROM ANY EDGE OF THE BUILDING WHEN PARAPET WALLS ARE LOWER THAN 42" ABOVE ROOF DECK. WHERE SUCH INSTALLATION IS NOT POSSIBLE, CONTRACTOR SHALL PROVIDE A 42" HIGH SAFETY RAIL. 23. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 24. ALL NEW H.V.A.C. EQUIPMENT, DUCTWORK, PIPING, VALVES, AND CONTROL COMPONENTS SHALL BE PLACED AND LABELED WITH A PERMANENT LAMINATED PLASTIC LABEL. SUBMIT LABELING TO ENGINEER FOR APPROVAL AS A FORMAL SUBMITTAL. 25. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH WEATHERPROOF FLEXIBLE CONNECTION. PROVIDE SUN SHIELD OVER ENTIRE FLEXIBLE CONNECTION IF EXPOSED TO WEATHER. FLEXIBLE CONNECTIONS SHALL BE 12" IN LENGTH. 26. CONTRACTOR SHALL FURNISH TO TENANT AND PLACE INTO STORAGE FOR TENANT ONE COMPLETE SET OF REPLACEMENT FILTERS AND DRIVE BELTS FOR ALL NEW H.V.A.C. EQUIPMENT ON THIS PROJECT. 27. FURNISH AND INSTALL FIRE, SMOKE, OR COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON PLANS OR AS REQUIRED FOR A COMPLETE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH FIRE -RATED CEILING AREAS AND WALLS AS INDICATED ON ARCHITECTURAL DRAWINGS AND LOCAL CODE REQUIREMENTS. THIS NOTE SHALL TAKE PRECEDENCE OVER ANY OMISSIONS ON THE DRAWINGS. 28. CONTRACTOR SHALL FURNISH AND INSTALL DUCT ACCESS DOORS AND CEILING ACCESS PANELS AT LOCATIONS AS NECESSARY TO SERVICE DAMPERS TO PROVIDE MAINTENANCE FOR EQUIPMENT. ALL CEILING ACCESS PANEL LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO INSTALLATION. 29. CONTRACTOR SHALL PROVIDE & INSTALL DUCT MOUNTED SMOKE DETECTORS IN AIR DISTRIBUTION SYSTEMS WHERE AIRFLOW IS GREATER THAN 2000 CFM. MECHANICAL CONTRACTOR SHALL WIRE DUCT SMOKE DETECTOR TO SHUT DOWN FAN, AND ELECTRICAL/FIRE ALARM CONTRACTOR SHALL WIRE IT TO THE FIRE ALARM SYSTEM FOR SUPERVISION AND SHUTDOWN. 30. CONTRACTOR SHALL FURNISH AND INSTALL SUPPORTS, HANGERS, UPPER & LOWER ATTACHMENTS, AND ANCHORS REQUIRED TO INSTALL ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS CONTRACT. DUCTWORK AND PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK. UPPER ATTACHMENTS FOR HANGING DUCT SHALL BE SUPPORTED FROM BEAMS, JOISTS OR SUPPLEMENTARY STRUCTURAL MEMBERS PROVIDED BY MECHANICAL CONTRACTOR. 31. PROVIDE TURNING VANES AT ALL MITERED ELBOWS, OPPOSED BLADE BALANCING DAMPERS WITH LOCKING QUADRANTS AT BRANCH DUCTS, VOLUME DAMPERS, SPUTTER DAMPERS, AND ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPUTTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH AN ACCESSIBLY -LOCATED ADJUSTER. 32. CONTRACTOR SHALL FURNISH AND INSTALL DAMPERS, LINKAGES, AND ACTUATORS REQUIRED FOR AIR FLOW CONTROL SYSTEM. DAMPERS SHALL BE OPPOSED BLADE WITH RUBBER GASKETS. ACTUATORS SHALL BE "BELIMO" NO -LINKAGE TYPE OR "HONEYWELL" WITH LINKAGE. ACTUATOR MOTORS SHALL BE 24 VOLT WITH SPRING RETURN AND MANUAL OVERRIDE FOR EMERGENCY. 33. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. DUCTWORK SHALL BE INSULATED OR LINED AS SHOWN ON DRAWINGS. ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS OTHERWISE INDICATED OR SPECIFIED. 34. ALL SUPPLY AND RETURN AIR DUCTWORK CONCEALED ABOVE CEILINGS SHALL BE INSULATED AND WRAPPED WITH TWO INCH FIBERGLASS INSULATION WITH FOIL FACED VAPOR BARRIER. REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH ARMAFLEX AND JACKETED WHEN EXPOSED TO THE OUTDOORS. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH ARMAFLEX. 35. CONTRACTOR TO PROVIDE 1" ACOUSTICAL FIBERGLASS DUCT LINER FOR APPROXIMATELY 10'-0" FROM UNITS ON BOTH SUPPLY AND RETURN DUCTS. 36. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE TO AVOID OBSTRUCTIONS IF CROSS -SECTIONAL AREAS ARE EQUIVALENT. CONTRACTOR IS TO VERIFY THE EXACT AVAILABLE CEILING SPACE AND INTERCHANGE THE DUCT SIZE TO FIT THE CEILING SPACE WITHOUT ADDITIONAL COST. 37. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER AND WHERE NECESSARY TO CONTROL AIR FLOW IN THE DUCT SYSTEMS. 38. EXHAUST TERMINATIONS SHALL BE MINIMUM 10'-0" AWAY FROM OR S-0" ABOVE ANY FRESH AIR INTAKE, OPERABLE WINDOWS, AND DOORS, AND MINIMUM 10'-0" ABOVE GRADE. 39. PROVIDE BACKDRAFT DAMPER FOR ALL EXHAUST AIR INLETS UNLESS OTHERWISE NOTED PER CODE. 40. PROVIDE ALL FRESH AIR INTAKES AND EXHAUST OUTLETS WITH HOOD WITH 1/4" GALVANIZED MESH SCREENS. 41. ALL CEILING DIFFUSERS ARE 4-WAY UNLESS OTHERWISE NOTED. DIFFUSERS AND REGISTERS SHALL BE TITUS, KRUEGER, ADP, METALAIRE, ANEMOSTAT OR EQUAL. 42. ALL EXPOSED MATERIALS WITHIN A RETURN AIR PLENUM SHALL BE NON-COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. 43. CONTRACTOR IS RESPONSIBLE FOR SIZING REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS, FIELD MEASURED TOTAL EQUIVALENT LENGTHS, AND VERTICAL LIFTS, AND PROVIDE ALL NECESSARY COMPONENTS. 44. ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLED UNDER THIS CONTRACTOR SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF BENEFICIAL OCCUPANCY. ANY DEFECTS IN MATERIALS AND/OR WORKMANSHIP OCCURRING DURING TIME PERIOD SHALL BE REPAIRED OR REPLACED BY THIS CONTRACTOR AT NO COST TO THE OWNER. WARRANTY FOR COMPRESSORS SHALL BE (5) YEARS, AND WARRANTY FOR HEAT EXCHANGERS SHALL BE (10) YEARS. 45. CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL. THE REPORT SHALL INCLUDE THE REQUIREMENTS DESCRIBED IN THE TEST AND BALANCE SPECIFICATION SECTION. CONTRACTOR SHALL FURNISH SEPARATE BALANCE REPORTS FOR GENERAL H.V.A.C. SYSTEMS AND KITCHEN EXHAUST/MAKEUP AIR SYSTEMS, IF APPLICABLE. THERE SHOULD BE NO OUTSTANDING ITEMS ON THE REPORTS PRIOR TO CITY FINAL INSPECTION. SHEET INDEX DRAWING NUMBER DRAWING TITLE M0.1 MECHANICAL LEGEND, NOTES, AND ABBREVIATIONS M0.2 MECHANICAL SCHEDULES M0.3 MECHANICAL SPECIFICATIONS M0.4 MECHANICAL COMPLIANCE M0.5 MECHANICAL COMPLIANCE M0.6 MECHANICAL COMPLIANCE M0.7 MECHANICAL COMPLIANCE M0.8 MECHANICAL COMPLIANCE M0.9 MECHANICAL COMPLIANCE M2.0 MECHANICAL FLOOR PLAN M3.0 MECHANICAL ROOF PLAN M6.0 MECHANICAL DETAILS LEGEND SYMBOL & ABBREVIATION DESCRIPTION DISCH DISCHARGE DMPR DAMPER DP DEW POINT DPS DIFFERENTIAL PRESSURE SENSOR DR DRAIN DUC DOOR UNDERCUT DWG DRAWING EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR ECON ECONOMIZER ECU EVAPORATIVE COOLING UNIT EER ENERGY ENERGY EFFICIENCY RATIO EF EXHAUSTFAN (E) EXISTING EFF EFFICIENCY EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EH ELECTRIC HEATER EVAP EVAPORATIVE COOLER EWT ENTERING WATER TEMPERATURE EXCH EXCHANGER EXH EXHAUST EXIST EXISTING EXP EXPANSION EXT EXTERIOR FC FAN COIL UNIT FD FIRE DAMPER FLEX FLEXIBLE FLR FLOOR FL SW FLOW SWITCH FLTR FILTER FPM FEET PER MINUTE FPT FAN POWERED TERMINAL FSD FIRE SMOKE DAMPER FSS FLOW SENSING SWITCH FURN, FAU FURNACE AIR UNIT GA. GAGE/GAUGE GC GENERAL CONTRACTOR HP HEAT PUMP HSTAT HUMIDISTAT HVAC HEATING, VENTILATING, AND AIR CONDITIONING HW HOT WATER HWP HOT WATER PUMP HWR HOT WATER RETURN HWS HOT WATER SUPPLY HWT HOT WATER TANK HZ FREQUENCY ID INSIDE DIAMETER IN WC INCHES, WATER COLUMN KW KILOWATT LAT LEAVING AIR TEMPERATURE LVR LOUVER LWT LEAVING WATER TEMPERATURE MCA MINIMUM CIRCUIT AMPACITY MFR MANUFACTURER MECH MECHANICAL MOCP MAXIMUM OVERCURRENT PROTECTION (N) NEW NA NOT APPLICABLE NC NOISE CRITERIA, NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OA/OSA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OD OUTSIDE DIAMETER P PUMP PD PRESSURE DROP PH PHASE PPM PARTS PER MILLION PREFAB PRE -FABRICATED PRV PRESSURE REDUCING VALVE, POWER ROOF VENTILATOR PSI POUNDS PER SQUARE INCH PTAC PACKAGED TERMINAL AIR CONDITIONER R THERMAL RESISTANCE RH RELATIVE HUMIDITY RHC REHEAT COIL RM ROOM RPM REVOLUTION PER MINUTE RTU ROOF TOP UNIT REV REVOLUTION, REVISION RV RELIEF VALVE S/S STAINLESS STEEL SENS SENSIBLE SF SAFETY FACTOR SMK SMOKE STN STRAINER TCV TEMPERATURE CONTROL VALVE TDV TRIPLE DUTY VALVE TEMP TEMPERATURE TONS TONS OF REFRIGERATION TSTAT THERMOSTAT TYP TYPICAL LION UNLESS OTHERWISE NOTED V VOLTS VAV VARIABLE AIR VOLUME VSC VARIABLE SPEED CONTROLLER VVT VARIABLE VOLUME TERMINAL WB WET BULB TEMPERATURE WT WEIGHT LEGEND SYMBOL & ABBREVIATION RESUBMITTED DESCRIPTION SA/SUP U L I / OP) RA/RET RETURN AIR DUCT (RISE/DROP) E ( OP) - ®- CD/SR IL / GISTER (ARROWHEAD REPRESENTS NUMBER OF THROW) (4-WAY TYPICAL IF NO ARROWS) ® -r RR/RG RETURN REGISTER/GRILLE ® -r ER/EG EXHAUST REGISTER/GRILLE _ - J - - RECTANGULAR DUCT ELBOW WITH TURNING VANES FC FLEXIBLE CONNECTION MVD MANUAL VOLUME DAMPER FD FIRE DAMPER (L) DUCT LINING (V THICK UNLESS OTHERWISE NOTED) SINGLE LINE DUCT BRANCH TAKE -OFF DUCT TRANSITION (RECTANGULAR TO ROUND) FLEX FLEXIBLE DUCT O T-STAT PROGRAMABLE THERMOSTAT OTEMPERATURE SENSOR SD DUCT SMOKE DETECTOR FD FIRE DAMPER FS FSD COMBINATION FIRE/SMOKE DAMPER ZD ZONE DAMPER -CD- CD CONDENSATE DRAIN 0 DIA. DIAMETER - DL- DL DOOR LOUVER -UC- UC DOOR UNDERCUT (V MINIMUM) POC POINT OF CONNECTION O FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. O FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. ME FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. SD-1 100 (SD -SUPPLY DIFFUSER, RD-RETURN DIFFUSER, E-EXHAUST) AIR QUANTITY IN CFM AC 1 MECHANICAL EQUIPMENT DESIGNATION DESIGNATED NUMBER A/C, AC, ACU AIR CONDITIONING UNIT ADD ADDITION ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AFS AIR FLOW SENSOR AHU AIR HANDLER UNIT ALT ALTERNATE AMB AMBIENT AMP AMPERE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ACCESS PANEL AS AIR SEPARATOR AV AIR VENT BAPR BAROMETRIC PRESSURE BARO BAROMETER BBD BOILER BLOW DOWN BCV BUTTERFLY CHECK VALVE BDD BACK DRAFT DAMPER BFP BACK FLOW PREVENTER BFV BACK FLOW VALVE BHP BRAKE HORSEPOWER BLDG BUILDING BLR BOILER BP BOILING POINT BTU BRITISH THERMAL UNIT BV BALL VALVE gyp BY PASS CA COMPRESSED AIR CAV CONSTANT AIR VOLUME CB CIRCUIT BREAKER C/C,CC COOLING COIL CD CONDENSATE DRAIN CLG. CEILING CONN. CONNECT/CONNECTION CONT. CONTINUATION CONT'R CONTRACTOR CFM CUBIC FEET PER MINUTE CH CHILLER CHKV CHECK VALVE CHWP CHILLED WATER PUMP CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CKT CIRCUIT CLG CEILING CO CARBON MONOXIDE, CLEAN -OUT CO2 CARBON DIOXIDE COL COLUMN COND CONDENSER, CONDENSING CONT CONTINUOUS COP COEFFICIENT OF PERFORMANCE (HEATING) CCP COOLING COIL PUMP CID CONDENSATE PUMP CT COOLING TOWER CTR COOLING TOWER RETURN CTS COOLING TOWER SUPPLY CU CONDENSING UNIT CV CONTROL VALVE CW COLD WATER CWP COLD WATER PUMP CWR COLD WATER RETURN CWS COLD WATER SUPPLY dB DECIBEL DB DRY BULB TEMPERATURE DCV DEMAND CONTROLLED VENTILATION DDC DIRECT DIGITAL CONTROL DEG DEGREE DEPT DEPARTMENT DET DETAIL DH DUCT HEATER DIA DIAMETER DISC DISCONNECT mcgarchitecture.com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: cm 9 Lu c�occ-e7! EXPIRES: 09/30/2022 Z Cn J 0 00 gJLL a OJa� UW�� w w2co� = C� 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title MECHANICAL LEGEND, NOTES & ABBREVIATIONS Sheet #: Mo. 1 L_ © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 F_ PACKAGED GAS/ELECTRIC ROOFTOP UNIT SCHEDULE INDOOR FAN COOLING HEATING ELECTRICAL RESUBMITTED WEIGHT EQUIP. TAG MANUFACTURER & MODEL AREA SERVED LOCATION (LBS) REMARKS 3 / 16 / 2 0 2 2 SUPPLY AIR OUTSIDE AIR ESP NOMINAL TOTAL SENSIBLE ENTERING AIR AMBIENT AIR GAS INPUT HEATING AFUE ENTERING AIR CITY OF FEDERAL WAY (CFM) (CFM) (in. H2O ) MOTOR HP CAPACITY CAPACITY CAPACITY EER / IEER TEMPERATURE TEMPERATURE (MBH) OUTPUT (MBH) o (/o) TEMPERATURE V/ph/Hz MCA MOCP (TONS) (MBH) (MBH) (°Fdb/°Fwb) (°F) (°F) COMMUNITY DEVELOPMENT RTU-1 LENNOX LGH060S4T SPACE M36 ROOF 2000 400 1.0 1 5 63 46 12.3 / 15.5 SEER 75 / 62 95 108 86 80 61 208/3/60 25 35 900 1-11 RTU-2 LENNOX LGH060S4T SPACE M36 ROOF 2000 400 1.0 1 5 63 46 12.3 / 15.5 SEER 75 / 62 95 108 86 80 61 208/3/60 25 35 900 1-11 RTU-3 LENNOX KGB092S4M SPACE M40 ROOF 3000 700 1.0 2 7.5 89 64 11.0 / 13.0 75 / 62 95 180 144 80 60 208/3/60 42 50 1150 1-11 1. HI -EFFICIENCY, PACKAGED GAS/ELECTRIC ROOFTOP UNIT. DOWNFLOW DISCHARGE CONFIGURATION. 9. PROVIDE CONDENSATE DRAIN. SEE PLUMBING PLANS FOR ROUTING. 2. PROVIDE 8" HIGH ROOF CURB. 10. PROVIDE PROPER CLEARANCE FOR UNIT MAINTENANCE. 3. PROVIDE MERV-13 FILTERS. REPLACE FILTERS AFTER CONSTRUCTION PRIOR TO FINAL. 11. PROVIDE COMPLETECOAT CONDENSER COIL FOR SEACOAST PROTECTION. 4. FACTORY MOUNTED UN -POWERED CONVENIENCE OUTLET. 5. FACTORY MOUNTED DISCONNECT SWITCH. 6. PROVIDE SMOKE DETECTOR IN RETURN AIR DUCT TO SHUT DOWN UNIT UPON SMOKE DETECTION. 7. PROVIDE WALL MOUNTED, PROGRAMMABLE THERMOSTAT. PROVIDE WITH 100 FT. OF COILED WIRING. 8. HINGED ACCESS PANELS. ELECTRIC WALL HEATER ELECTRICAL HEATER WEIGHT EQUIP. TAG MANUFACTURER & MODEL SERVICE WATTS BTU/H (V/ph/Hz) AMPS (Ibs) REMARKS EH-1 QMARK CWH1 101 DSF ELECTRICAL 1000 3413 120/1/60 8.4 15 1-5 EH-2 QMARK CWH1 101 DSF ASR 1000 3413 120/1/60 8.4 15 1-5 1. FACTORY STANDARD FINISH. 2. TAMPER -RESISTANT FRONT COVER. 3. BUILT-IN POWER/DISCONNECT SWITCH. 4. BUILT-IN THERMOSTAT SET AT 40° F. 5. SURFACE MOUNTED INSTALLATION. DOOR LOUVER SCHEDULE DIFFUSER TAG MANUFACTURER & MODEL NECK SIZE FACE SIZE BORDER TYPE REMARKS DL-1 TITUS T-700L 22"x22" 24"x24" DOOR MOUNT 1 1. PROVIDE OFF WHITE FINISH COLOR. mcgarchitecture.com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: EXPIRES: 09/30/2022 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title MECHANICAL SCHEDULES Sheet #: MO.2 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L F_ MECHANICAL SPECIFICATION SECTION 1500 - HEATING, VENTILATION AND AIR CONDITIONING CONSTRUCTION LIMITATIONS REQUIRE A MORE ABRUPT TRANSITION. HORIZONTALLY AND AVOID DIAGONAL RUNS WHEREVER POSSIBLE. G.1. CLAMPS: ATTACH CLAMPS, INCLUDING SPACERS, TO PIPING WITH CLAMPS C. 1. INSULATE WITH RIGID BOARD INSULATION WITH A MINIMUM R VALUE OF R-8 AS PROJECTING THROUGH INSULATION; DO NOT EXCEED PIPE STRESSES REQUIRED PER CODE. COAT EXTERIOR OF INSULATION WITH PERFORATED 1.00 - GENERAL F. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND F. HOLD DUCTS CLOSE TO WALLS OVERHEAD CONSTRUCTION, COLUMNS, AND OTHER ALLOWED BY ANSI B31. SHEET METAL LINER, SUITABLE FOR VELOCITIES FROM 1500 TO 4000 FPM, IN FLEXIBLE", CHAPTER 4, "HANGERS AND SUPPORTS" FOR UPPER AND LOWER STRUCTURAL AND PERMANENT ENCLOSURE ELEMENTS OF BUILDING. COMPLIANCE W/ UL723 AND UL181. 1.01 DESCRIPTION OF WORK ATTACHMENTS. FIGURES 4.2 AND 4.4 RESPECTIVELY. REFER TO TABLES 4.1 AND 4.2 G.2. SHIELDS: WHERE LOW -COMPRESSIVE -STRENGTH INSULATION OR VAPOR FOR RECTANGULAR AND ROUND MINIMUM HANGER SIZE AND SPACING. G. WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND EXTERIOR WALLS BARRIERS ARE INDICATED ON WATER PIPING INSTALL COATED PROTECTIVE C.2. WHERE INTERNAL INSULATION IS APPLIED DUCT AND PLENUM SIZES AS FURNISH AND INSTALL COMPLETE AND OPERATIONAL HVAC SYSTEM AS SHOWN ON CONCEAL SPACE BETWEEN CONSTRUCTION OPENING AND DUCT OR SHIELDS. SHOWN ON THE DRAWINGS SHALL BE INSIDE CLEAR DIMENSIONS. THE DRAWINGS AND SPECIFIED HEREIN. WORK SHALL INCLUDE, BUT NOT BE G. SHEET METAL ROUND DUCT SHALL BE UNITED MCGILL, SEMCO INC., LINX IND., OR DUCT -PLUS -INSULATION WITH SHEET METAL FLANGES OF SAME GAGE AS DUCT. LIMITED TO THE FOLLOWING: EQUAL SPIRAL SEAM DUCTS WITH GASKET "UNISEAL" CONNECTION FOR EXPOSED G.3. SADDLES: WHERE INSULATION WITHOUT VAPOR BARRIER IS INDICATED, D. SOFT FLEXIBLE DUCT INSTALLATIONS, AND SPIRAL OR LONGITUDINAL SEAM WITH BEADED SLEEVE JOINT H. WHERE DUCTS PASS THROUGH TIME -RATED FIRE RESISTIVE CONSTRUCTION, ALL INSTALL PROTECTION SADDLES. D.1. FOIL FACED FIBERGLASS, OWENS CORNING TYPE 75 OR EQUAL, FLAME A. PACKAGED HEATING & COOLING ROOFTOP UNITS. CONNECTIONS FOR CONCEALED INSTALLATIONS. FITTINGS SHALL BE "UNIFORM" OPENINGS AROUND THE DUCTS SHALL BE SEALED WITH FIRE STOPPING MATERIAL, SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPMENT RATING MACHINE FORMED WITH CONTINUOUS WELDS. EXCEPT WHERE FIRE DAMPERS ARE SHOWN, NOTED OR REQUIRED. H. ALL CONNECTIONS BETWEEN DISSIMILAR METALS SHALL UTILIZE DIELECTRIC OF NOT MORE THAN 50 UNLESS SHOWN OTHERWISE. ALL INSULATION SHALL B. POWER VENTILATORS. INSULATING FITTINGS, COUPLINGS AND UNIONS. BE EXTERNAL TO DUCTWORK. H. SUPPLY AND RETURN AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 '/2" I. PROVIDE ANGLE, CHANNEL, OR EQUAL TYPE FRAMES FOR ALL MANUAL AND C. AIR DISTRIBUTION METAL DUCTS. THICK, 1-1/2 PCF DENSITY OR AS REQUIRED BY LOCAL ENERGY CODE. INSULATION AUTOMATIC DAMPERS AND INSTALL AS REQUIRED. 4.00 - EQUIPMENT E. DUCT LINER SHALL BE OWENS-CORNING SOFT DUCT WRAP OR EQUAL CONSISTING OF A E.1. FOR EXTERIOR DUCTS: FIBERGLASS WITH FIRE RATED BLACK COATING, D. HYDRONIC PIPING. BLANKET OF GLASS FIBER INSULATION FACTORY -LAMINATED TO FRK VAPOR J. COORDINATE DUCT INSTALLATIONS WITH INSTALLATION OF ACCESSORIES, 4.01 AIR DEVICES OWENS CORNING AEROFLEX TYPE 150. RETARDER FACING. INSULATION SHALL MEET THE REQUIREMENTS OF NFPA 90A DAMPERS, COIL FRAMES, EQUIPMENT, CONTROLS AND OTHER ASSOCIATED WORK E. HANGERS AND SUPPORTS FOR DUCTWORK, PIPING AND HVAC EQUIPMENT. AND 90 B AND OTHER MECHANICAL ENERGY CODES. OF DUCTWORK SYSTEM. DIFFUSERS, GRILLES AND REGISTERS: TITUS, KRUEGER, METALAIRE, OR E.2. FOR OTHER LOCATIONS SHOWN ON DRAWINGS: AEROFLEX TYPE 150, AS THERMAFUSER WHERE SHOWN. FURNISHED AND INSTALLED BY MECHANICAL ABOVE, EXCEPT 1 INCH THICK. FLAME SPREAD RATING OF NOT MORE THAN 25 F. THERMAL AND ACOUSTIC INSULATION. K. SUPPORT DUCTWORK IN MANNER COMPLYING WITH SMACNA "HVAC DUCT CONTRACTOR. PROVIDE VOLUME DAMPERS AND PAINT INTERIOR FLAT BLACK. SIZE, AND SMOKE DEVELOPED RATING OF NOT MORE THAN 50. 2.01.2 FACTORY -MADE AIR DUCTS CONSTRUCTION STANDARDS" HANGER AND SUPPORTS SECTION. FINISH, FRAME TYPES AND ACCESSORIES AS SHOWN ON THE DRAWINGS. G. SEISMIC RESTRAINTS AND BRACING. E.3. AN EPA -APPROVED BIOCIDE IN THE AIRSTREAM COATING ENABLES A. FACTORY -MADE AIR DUCTS SHALL BE APPROVED FOR THE USE INTENDED. EACH 3.00 - HYDRONIC & DIRECT EXPANSION PIPING 4.02 FIRE DAMPERS & SMOKE FIRE DAMPERS OWENS-CORNING DUCT LINERS TO RESIST FUNGAL OR BACTERIAL GROWTH H. AUTOMATIC TEMPERATURE CONTROL SYSTEM. SECTION OF A FACTORY -MADE AIR DUCT SHALL BE IDENTIFIED BY THE WHEN SUBJECTED TO MICROBIAL ATTACK DESCRIBED IN ASTM C 665 AND MANUFACTURER WITH A LABEL INDICATING CLASS DESIGNATION. THESE DUCTS 3.01 MATERIALS A. PROVIDE FIRE DAMPERS WITH ACCESS DOORS INSTALLED WHERE REQUIRED BY STANDARD PRACTICES ASTM G 21 (FUNGUS TEST) AND G 22 (BACTERIA TEST). H. DEMOLITION AND REMOVAL OF EXISTING HVAC EQUIPMENT AS REQUIRED. SHALL BE LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ALL LOCAL CODES. IN GENERAL, FIRE DAMPERS ARE REQUIRED WHERE DUCTS THEIR LISTING. A. HOT, CHILLED, AND CONDENSER WATER SERVICE PIPING ABOVE GROUND OF PIERCE FIRE -RATED FLOORS, CEILINGS, WALLS AND SHAFTS. REFER TO 4.05 TEMPERATURE CONTROL SYSTEM 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS NOMINAL DIAMETER 2-1/2" OR LESS SHALL BE DRAWN -TEMPER COPPER PIPE, ASTM ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED ASSEMBLIES. B. ACOUSTICAL FLEXIBLE DUCT SHALL BE UL 181 LISTED, CLASS 1, 2-PLY VINYL FILM B88, TYPE L, WITH WROUGHT -COPPER FITTINGS, AND 95/5 LEAD FREE SOLDERED A. ALL UNITARY HEATING OR COOLING SYSTEMS, INCLUDING HEAT PUMPS, NOT A. FIRE PROTECTION, SECTION 15300. SUPPORTED BY HELICALLY WOUND SPRING -STEEL WIRE, FIBROUS -GLASS JOINTS. B. FIRE DAMPERS SHALL BE EQUAL TO AIR BALANCE INC., MODEL NO. 119BLX, OR CONTROLLED BY A CENTRAL ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) INSULATION TO MEET LOCAL CODE R-VALUES, AND FINISHED WITH A 119CL, OR AS APPROVED, FOR RECTANGULAR AND ROUND DUCTS. DAMPERS SHALL SHALL HAVE A SETBACK PROGRAMMABLE THERMOSTAT. B. PLUMBING, SECTION 15400. POLYETHYLENE VAPOR- BARRIER FILM. INTERIOR VINYL FILM SHALL BE B. REFRIGERANT PIPING SHALL BE TYPE L HARD COPPER ACR TUBING WITH MEET THE REQUIREMENTS FOR NFPA BULLETIN NO.90A, AND SHALL BE TESTED IN A.1. SETBACK CAPABILITIES: ALL THERMOSTATS SHALL HAVE A CLOCK MECHANISM PERFORATED FOR SOUND ATTENUATION. FLEXIBLE DUCT SHALL BE RATED TO WROUGHT COPPER, SOLDER JOINT FITTINGS, SILVER SOLDERED. ALL ACCORDANCE WITH UL 555 TEST CRITERIA, FIRE DAMPERS SHALL BE LABELED AND THAT ALLOWS THE BUILDING OCCUPANT TO PROGRAM THE TEMPERATURE C. LINE VOLTAGE AND POWER WIRING, ELECTRICAL SECTION 16000. +10'74' W.G., 4000 FPM, AND -20 TO 210°F TEMPERATURE RANGE. FLEXIBLE DUCT REFRIGERANT PIPING SHALL BE INSULATED EXCEPT WHERE THE UNINSULATED LISTED BY UL. SETPOINTS FOR AT LEAST FOUR PERIODS WITHIN 24 HOURS. CLAMP CONNECTORS SHALL BE STAINLESS -STEEL BAND WITH CADMIUM HEX AREA DOES NOT RESULT IN AN ENERGY LOSS TO THE SYSTEM OR AN ADVERSE 1.03 EXAMINATION OF SITE SCREW TO TIGHTEN BAND WITH A WORM -GEAR ACTION. FLEXIBLE DUCTS SHALL BE EFFECT TO THE SYSTEM FROM STRAY HEAT. PIPE INSULATION SHALL BE C. IF APPLICABLE, FIRE DAMPERS SHALL COMPLY WITH UL-555-2006, 7TH EDITION AND B. HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE HEATERS SHALL HAVE ALLOWED ONLY AT THE FINAL CONNECTION TO AIR OUTLETS/INLETS AT A LENGTH ARMSTRONG ARMAFLEX, OWENS-CORNING FLEXIBLE TUBING, RUBICON OR SHALL BE MARKED "FOR USE IN DYNAMIC SYSTEMS" OR "FOR USE IN STATIC CONTROLS: VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING OF 5 FEET MAXIMUM. APPROVED EQUAL. THICKNESS SHALL BE 3/4" ON INTERIOR PIPING AND 1" ON SYSTEMS" AS REQUIRED. B.1. THAT PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING CONDITIONS WHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS EXTERIOR PIPING. INSULATED PIPING EXPOSED TO WEATHER SHALL BE PROVIDED LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND SHOWN ON DRAWINGS AND COVER ALL COSTS. CONTRACTOR SHALL ASSUME C. INSULATED ALUMINUM FLEXIBLE DUCT SHALL BE UL 181 LISTED, CLASS 0, WITH ARMSTRONG ARMAFLEX FINISH AND ALL-WEATHER SERVICE JACKET FOR D. COMBINATION SMOKE FIRE DAMPERS SHALL BE INSTALLED WHERE DUCTWORK REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE PROPOSED INTERLOCKING SPIRAL OF ALUMINUM FOIL, FIBROUS -GLASS INSULATION SHALL OUTDOOR APPLICATIONS VALVES, STRAINERS, SIGHT GLASS, FILTER DRIERS, OIL PENETRATES FIRE RATED WALLS SURROUNDING AN EXIT CORRIDOR, OR WHERE B.2. IN WHICH THE CUT -ON TEMPERATURE FOR COMPRESSION HEATING IS HIGHER WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN MEET LOCAL CODE R-VALUE, AND SHALL BE FINISHED WITH A POLYETHYLENE SEPARATORS, ETC. SHALL BE MANUFACTURED BY SPORLAN VALVE CO. OTHERWISE REQUIRED BY CODE. THAN THE CUT -ON TEMPERATURE FOR SUPPLEMENTARY HEATING, AND THE RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT VAPOR -BARRIER FILM. ALUMINUM FLEXIBLE DUCT SHALL BE RATED TO +/- 8" W.G., CUT-OFF TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE INCLUDED IN PROPOSAL. 5000 FPM VELOCITY, AND -20 TO 250°F TEMPERATURE RANGE. C. COPPER PIPING SHALL HAVE SOLDERED JOINTS OF 250 PSIG PRESSURE RATING. 4.03 AIR CONDITIONING EQUIPMENT CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATING. 1.04 DRAWINGS D. INSULATED WIRE FLEXIBLE DUCT SHALL BE UL 181 LISTED, CLASS 1, 2-PLY VINYL D. CONDENSATE DRAIN PIPE SHALL BE COPPER TYPE M, ASTM B88, WROUGHT A. FURNISH AND INSTALL AIR CONDITIONING EQUIPMENT AS SPECIFIED ON THE C. CONTRACTOR SHALL POST IN THE OCCUPIED SPACE TYPEWRITTEN INSTRUCTIONS FILM SUPPORTED BY HELICALLY WOUND SPRING STEEL WIRE, FIBROUS GLASS COPPER FITTINGS SOLDERED JOINTS. DRAWINGS AND IN EQUIPMENT SCHEDULES. Q N OPERATION F ALLCONTROLS. 0 0 0 0 THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE INSULATION SHALL MEET LOCAL CODE R-VALUES, AND SHALL BE FINISHED WITH A SPECIFICATIONS. WORK AND MATERIALS SHOWN ON THE DRAWINGS AND NOT POLYETHYLENE VAPOR -BARRIER FILM. FLEXIBLE DUCTS SHALL BE RATED TO E. GATE VALVES, 2-INCH AND SMALLER: MSS SP-80; CLASS 125, BODY AND BONNET OF B. DESCRIPTION: FACTORY ASSEMBLED AND TESTED; DESIGNED FOR ROOF OR SLAB MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF + 1 1" W. . 4 FPM VELOCITY AND -2 T 21 °F TEMPERATURE RANGE. 0l G 000 0 0 0 U G ASTM B 2 CAST BRONZE; WITH THREADED R SOLDER END LID DI SILICON S 6 C S 0 0 SO S SO SC S CO INSTALLATIONS AND CONSISTING OF COMPRESSORS CONDENSERS EVAPORATOR 4.06 SEISMIC RESTRAINTS AND BRACING SPECIFICALLY MENTIONED OR SHOWN IN BOTH. THE DRAWINGS SHALL BE FLEXIBLE DUCT CLAMP CONNECTORS SHALL BE STAINLESS -STEEL BAND WITH BRONZE ALLOY STEM, BRASS PACKING GLAND, "TEFLON" IMPREGNATED PACKING, COILS, CONDENSER AND EVAPORATOR FANS, REFRIGERATION AND TEMPERATURE CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK CADMIUM HEX SCREW TO TIGHTEN BAND WITH A WORM -GEAR ACTION. AND MALLEABLE IRON HANDWHEEL. PROVIDE CLASS 150 VALVES MEETING THE CONTROLS, FILTERS, AND DAMPERS. A. ALL HVAC EQUIPMENT, DUCTWORK, PIPING AND WIRING CONDUITS SHALL BE TO COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE. ABOVE WHERE SYSTEM PRESSURE REQUIRES. Q REQUIREMENTS FOR THE APPLICABLE INSTALLED TO MEET THE LATERAL BRACING RE Q C. CASING: MANUFACTURER'S STANDARD CONSTRUCTION WITH SEISMIC ZONE. PROVIDE SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC 1.05 RULES AND REGULATIONS E. - INSTALLATION OF FACTORY MADE AIR DUCT JOINTS AND ATTACHMENTS SHALL BE F. - BALL VALVES, 2-INCH AND SMALLER: MSS SP 110; RATED FOR 150 PSI SATURATED - CORROSION PROTECTION COATING AND EXTERIOR FINISH, HINGED PANELS OR HAZARD LEVEL (SHL) A OF THE SEISMIC RESTRAINT MANUAL: GUIDELINES FOR IN STRICT ACCORDANCE WITH LATEST EDITION OF SMACNA'S HVAC DUCT STEAM PRESSURE 600 PSI WOG PRESSURE TWO-PIECE CONSTRUCTION WITH ACCESS DOORS WITH NEOPRENE GASKETS FOR INSPECTION AND ACCESS TO MECHANICAL SYSTEMS DATED 2009 AS PUBLISHED BY S.M.A.C.N.A. AND ALSO IN A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES CONSTRUCTION STANDARDS -METAL AND FLEXIBLE". BRONZE BODY CONFORMING TO ASTM B 62, STANDARD PORT, CHROME -PLATED INTERNAL PARTS, MINIMUM 1/2-INCH THICK THERMAL INSULATION, KNOCKOUTS FOR ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES. AND REGULATIONS OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE BRASS BALL, REPLACEABLE TEFLON OR TFE SEATS AND SEALS, ELECTRICAL AND PIPING CONNECTIONS, EXTERIOR CONDENSATE DRAIN AND LOCAL RULES AND REGULATIONS. F. ELECT TRANSITIONS,BRAN HCONNECTIONS,TEE AND LATERAL AND OTHER SC S S BLOWOUT PROOF STEM AND VINYL -COVERED STEEL HANDLE. PROVIDE SOLDER CONNECTION AND LIFTING LUGS. B. ALL ROOFTOP EQUIPMENT SHALL HAVE PROPER ANCHORING AND RESTRAINT Q FITTINGTYPE AND FABRICATE ACCORDING T SMACNA'S "HVAC DUCT S, C CCO G O S C S C UC ENDS FOR CONDENSER WATER CHILLED WATER; AND THREADED ENDS FOR SYSTEMS AND SHALL BE SECURED TO A ROOF CURB EQUIPMENT PAD OR OTHER Q B. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" BASED ON INDICATED HEATING HOT WATER. D. EVAPORATOR FANS: FORWARD CURVED, CENTRIFUGAL, BELT DRIVEN WITH STRUCTURAL MEMBER TO PREVENT LATERAL, VERTICAL, OR OVERTURNING PERMIT WORK NOT CONFORMING TO THESE CODES. STATIC PRESSURE CLASS. ADJUSTABLE SHEAVES OR DIRECT DRIVE FANS; AND WITH PERMANENTLY MOVEMENT WITHOUT SACRIFICING ANY RESILIENT VIBRATION ISOLATION G. PLUG VALVES, 2-INCH AND SMALLER: RATED AT 150 PSI WOG; BRONZE BODY, WITH LUBRICATED MOTOR BEARINGS. REQUIREMENTS. C. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR G. SELECT SIZING PRACTICES IN ACCORDANCE TO THE AIR CONDITIONING STRAIGHT AWAY PATTERN, SQUARE HEAD, AND THREADED ENDS WHEN REQUIRED TO COMPLY WITH THESE LAWS ORDINANCES AND CODES Q CONTRACTORS OF AMERICA (ACCA), MANUALS D & Q. IN PRACTICE LIMIT E. EXHAUST/RELIEF FANS: FORWARD CURVED, CENTRIFUGAL OR PROPELLER TYPE, 4.07 TESTING AND BALANCING (SEE ALSO, SECTION 15990) REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF VELOCITIES TO 700 FPM MAX. FOR SUPPLY AND RETURN AIR DUCTS, AND INCREASE H. GLOBE VALVES, 2-INCH AND SMALLER: MSS SP-80; CLASS 125; BODY AND SCREWED DIRECTLY DRIVEN WITH PERMANENTLY LUBRICATED MOTOR BEARINGS. DRAWINGS. DUCT SIZES BY ONE SIZE (EVEN NUMBER) LARGER THAN METAL AIR DUCTS. BONNET OF ASTM B 62 CAST BRONZE; WITH THREADED OR SOLDER ENDS, BRASS BALANCING OF THE AIR CONDITIONING SYSTEM WILL BE PERFORMED BY AN OR "TEFLON" DISC, SILICON BRONZE ALLOY STEM, BRASS PACKING GLAND, F. CONDENSER FANS: PROPELLER TYPE, DIRECTLY DRIVEN WITH PERMANENTLY INDEPENDENT TEST AND BALANCING AGENCY. THE MECHANICAL CONTRACTOR 1.06 SUBMITTALS H. FACTORY -MADE DUCTS SHALL NOT BE USED FOR VERTICAL RISERS IN AIR "TEFLON" IMPREGNATED PACKING, AND MALLEABLE IRON HANDWHEEL. PROVIDE LUBRICATED MOTOR BEARINGS. SHALL COOPERATE WITH THE SELECTED TEST AND BALANCE AGENCY IN THE DISTRIBUTION DUCT SYSTEMS. SUCH A DUCT SHALL NOT PENETRATE CLASS 150 VALVES MEETING THE ABOVE WHERE SYSTEM PRESSURE REQUIRES. FOLLOWING MANNER: A. SUBMIT FOR REVIEW A COMPLETE AND ALL-INCLUSIVE LIST OF EQUIPMENT AND CONSTRUCTION WHERE FIRE DAMPERS ARE REQUIRED. G. REFRIGERANT COILS: ALUMINUM -PLATE FIN AND SEAMLESS COPPER TUBE IN MATERIALS PROPOSED FOR USE; (1) SOFT COPY, ACCOMPANIED BY I. SWING CHECK VALVES, 2-INCH AND SMALLER: MSS SP-80; CLASS 125, CAST -BRONZE GALVANIZED STEEL CASING WITH EQUALIZING -TYPE VERTICAL DISTRIBUTOR. A. PROVIDE SUFFICIENT TIME BEFORE FINAL COMPLETION DATE SO THAT TEST AND MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE 2.01.3 DUCTWORK ACCESSORIES BODY AND CAP CONFORMING TO ASTM B 62; WITH HORIZONTAL SWING, Y-PATTERN, BALANCING CAN BE ACCOMPLISHED. PACKAGE WITHIN 15 DAYS AFTER AWARD OF CONTRACT. SUBMIT PORTABLE AND BRONZE OR "TEFLON" DISC; AND HAVING THREADED OR SOLDER ENDS. H. COMPRESSORS: SERVICEABLE, SEMI -HERMETIC, OR FULLY HERMETIC DOCUMENT FORMAT (PDF) AND ONE REPRODUCIBLE SHOP DRAWING SHOWING A. DAMPER OPERATORS PROVIDE VALVES CAPABLE OF BEING REGROUND WHILE THE VALVE REMAINS IN COMPRESSORS WITH INTEGRAL VIBRATION ISOLATORS AND CRANKCASE HEATERS. B. PROVIDE IMMEDIATE LABOR AND TOOLS TO MAKE CORRECTIONS WHEN REQUIRED PROPOSED DUCTWORK INSTALLATION. INCLUDE SIZES, LOCATIONS AND OTHER A.A. DUCTS WITH EXTERNAL INSULATION: VENTLOCK #637, DURADYNE, YOUNG, OR THE LINE. PROVIDE CLASS 150 VALVES MEETING THE ABOVE SPECIFICATIONS, WITH WITHOUT UNDUE DELAY. INSTALL BALANCING DAMPERS AS REQUIRED BY TEST AND REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. APPROVED EQUAL. THREADED END CONNECTIONS, WHERE SYSTEM PRESSURE REQUIRES OR WHERE I. SAFETY CONTROLS: FOR SEMI -HERMETIC COMPRESSORS PROVIDE MANUAL -RESET BALANCE AGENCY. A.B. DUCTS WITH INTERNAL INSULATION AND/OR NO INSULATION: VENTLOCK #635, CLASS 125 VALVES ARE NOT AVAILABLE. TYPE SAFETY CONTROLS FOR LOW PRESSURE, HIGH PRESSURE, AND B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT PDF & A COPY OF A LETTER DURADYNE, YOUNG, OR APPROVED EQUAL. COMPRESSOR MOTOR OVERLOAD PROTECTION. C. THE CONTRACTOR SHALL PUT ALL HEATING, VENTILATING AND AIR CONDITIONING STATING ANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE, TO THE J. BALANCING VALVES, 2'/z" AND SMALLER: BRONZE BODY, BALL TYPE, 125-PSIG SYSTEMS AND EQUIPMENT INTO FULL OPERATION AND SHALL CONTINUE THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, B. FLEXIBLE CONNECTIONS: VENTFABRICS "VENTGLAS", DURADYNE, OR APPROVED WORKING PRESSURE, 250°F MAXIMUM OPERATING TEMPERATURE, AND HAVING J. TIMED -OFF CONTROL: AUTOMATIC -RESET CONTROL SHUTS COMPRESSOR OFF OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. TYPE OF MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY EQUAL, U.L. 181 APPROVED WITH METAL ATTACHMENT. THREADED ENDS. VALVES SHALL HAVE CALIBRATED ORIFICE OR VENTURI, AFTER 5 MINUTES. INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL CONNECTIONS FOR PORTABLE DIFFERENTIAL PRESSURE METER WITH INTEGRAL D. TESTING AND BALANCING AGENCY SHALL BE KEPT INFORMED OF ANY MAJOR PROPOSED SUBSTITUTIONS SHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND C. AIR EXTRACTOR: TITUS AG-225, KRUEGER EX-88C, OR APPROVED EQUAL. SEALS, AND BE EQUIPPED WITH A MEMORY STOP TO RETAIN SET POSITION. K. HEAT EXCHANGERS: MANUFACTURER'S STANDARD CONSTRUCTION FOR GAS -FIRED CHANGES MADE TO SYSTEM DURING CONSTRUCTION AND SHALL BE PROVIDED APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED. HEAT EXCHANGERS AND BURNERS WITH THE FOLLOWING CONTROLS: WITH COMPLETE AS -BUILT DRAWINGS. D. TURNING VANES SHALL COMPLY WITH SMACNA HVAC DUCT CONSTRUCTION K. AUTOMATIC FLOW -CONTROL VALVES: GRAY -IRON BODY, FACTORY SET TO K.A. REDUNDANT, DUAL GAS VALVES (2-STAGE HEATING). 1.07 AS -BUILT DRAWINGS STANDARDS. ALL RECTANGULAR DUCT WITH MITERED ELBOWS SHALL BE FITTED MAINTAIN CONSTANT FLOW WITH PLUS OR MINUS 5 PERCENT OVER SYSTEM E. THE MECHANICAL CONTRACTOR SHALL INCLUDE THE COSTS OF DAMPERS, PULLEY WITH TURNING VANES. PRESSURE FLUCTUATIONS, AND EQUIPPED WITH A READOUT KIT INCLUDING FLOW K.B. INTERMITTENT PILOT IGNITION. AND BELT CHANGES IN HIS CONTRACT. A SET OF HVAC PRINTS OR ACCESS TO A PRINT SHOP/PDFS WILL BE FURNISHED TO METER, PROBES, HOSES, FLOW CHARTS, AND CARRYING CASE. EACH VALVE SHALL THE CONTRACTOR ON WHICH HE/SHE SHALL INDICATE THE INSTALLATION E. SPIN -IN -FITTINGS ARE NOT ALLOWED. USE UNITED MCGILL BELLMOUTH FITTING HAVE AN IDENTIFICATION TAG ATTACHED BY CHAIN, AND BE FACTORY MARKED K.C. ELECTRONIC -SPARK IGNITION SYSTEM. 4.08 SPECIAL CONDITIONS "AS -BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET FOR ROUND DUCT TAPS. WITH THE ZONE IDENTIFICATION, VALVE NUMBER, AND FLOW RATE. OF REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, K.D. HIGH -LIMIT CUTOUT. A. AIR CONDITIONING EQUIPMENT ON ROOF: THE EXACT EQUIPMENT LOCATIONS ON AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE F. ACCESS DOORS IN DUCTWORK: SHALL BE VENTLOCK, DUCTMATE OR APPROVED L. MANUAL AIR VENT: BRONZE BODY AND NONFERROUS INTERNAL PARTS; 150-PSIG THE ROOF SHALL BE FIELD VERIFIED BY CONTRACTOR. THE INTENT OF THE DESIGN INCORPORATED THEREON. THIS SET OF REPRODUCIBLES, ALONG WITH ONE SET EQUAL, STAMPED OR FORMED INSULATED ACCESS DOORS COMPLETE WITH ALL WORKING PRESSURE; 225°F OPERATING TEMPERATURE; MANUALLY OPERATED K.E. FORCED -DRAFT PROVING SWITCH. IS TO UTILIZE A MANUFACTURER -SUPPLIED ROOF CURB THAT WOULD SUPPORT THE OF PDF'S, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE HARDWARE AND SEALANT. WITH SCREWDRIVER OR THUMBSCREW; WITH 1/8" DISCHARGE CONNECTION AND NEW EQUIPMENT. FINAL ACCEPTANCE OF THE PROJECT. INLET CONNECTION. L. ELECTRIC HEAT: MANUFACTURER'S STANDARD CONSTRUCTION, ELECTRIC G. JOINT SEALING: RESISTANCE, FACTORY WIRED FAR SINGLE -POINT WIRING CONNECTION, WITH B. CONTRACTOR SHALL CONFORM TO MANUFACTURER'S PUBLISHED INSTALLATION 1.08 GUARANTEE G.1. THE FOLLOWING ITEMS ARE TO BE SEALED WITH HARDCAST DT TAPE AND M. AUTOMATIC AIR VENT: DESIGNED TO VENT AUTOMATICALLY WITH FLOAT OVERCURRENT AND OVERHEAT PROTECTION DEVICES. AND ASSEMBLY GUIDE. INSTALLATION SHALL CONFORM TO STRUCTURAL ADHESIVE: PRINCIPLE; BRONZE BODY AND NONFERROUS INTERNAL PARTS; 150-PSIG WORKING ENGINEERS'S REQUIREMENTS. THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE G.1.a. LONGITUDINAL AND TRANSVERSE SEAMS OF RECTANGULAR DUCTWORK. PRESSURE; 240°F OPERATING TEMPERATURE; WITH'/4" DISCHARGE CONNECTION M. ECONOMIZER CONTROL: RETURN- AND OUTSIDE -AIR DAMPERS, OUTSIDE -AIR WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL, WORKMANSHIP OR G.1.b. ALL ROUND FITTINGS AND JOINT CONNECTORS USE FTA-20 FOR INDOOR AND INLET CONNECTION. FILTER, FULLY MODULATING ELECTRONIC -CONTROL SYSTEM WITH ADJUSTABLE C. STRUCTURAL SUPPORT FOR THE AIR CONDITIONING UNIT: THE OWNER SHALL FINISH. HE SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT CHARGE, USE AND RTA-20 FOR OUTDOOR USE. MIXED -AIR THERMOSTAT AND AUTOMATIC CHANGEOVER THROUGH ADJUSTABLE ENGAGE A LICENSED STRUCTURAL ENGINEER TO DESIGN THE STRUCTURAL DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE N. Y-PATTERN STRAINERS: 125-PSIG WORKING PRESSURE; CAST-IRON BODY (ASTM A DRY BULB/ENTHALPY-CONTROL DEVICE. SUPPORT FOR THE AIR CONDITIONING UNIT ON THE ROOF. THE MECHANICAL YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION. G.2. FLEXIBLE DUCT AT DIFFUSERS SHALL USE INTEGRAL STAINLESS STEEL DRAW 126, CLASS B), THREADED CONNECTIONS FOR 2" AND SMALLER, BOLTED COVER, CONTRACTOR IS TO COORDINATE ALL WORK WITH THE STRUCTURAL ENGINEER. BAND AND PRESSURE SENSITIVE TAPE, HARDCAST P-301 OR EQUAL. PERFORATED STAINLESS -STEEL BASKET, AND BOTTOM DRAIN CONNECTION. N. VARIABLE -AIR -VOLUME CONTROL: ELECTRIC DISCHARGE -AIR -TEMPERATURE STEP 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS CONTROLLER AND ELECTRONIC -CONTROL SYSTEM. D. ALL REQUIRED PENETRATIONS OF EXISTING ROOFING SYSTEM SHALL BE MADE BY H. BRACINGS, HANGERS, NUTS, ETC. SHALL BE GALVANIZED. 0. FLEXIBLE CONNECTORS: STAINLESS -STEEL BELLOWS WITH WOVEN, FLEXIBLE, LANDLORD'S ROOFING CONTRACTOR AT OWNER'S EXPENSE AFTER NOTIFICATION A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL BRONZE, WIRE -REINFORCING PROTECTIVE JACKET; 150-PSIG MINIMUM WORKING 0. LOW AMBIENT CONTROL: HEAD -PRESSURE CONTROL, DESIGNED TO OPERATE AT TO LANDLORD FOR APPROVAL. MECHANICAL SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. A HARD I. CURVED ELBOWS SHALL HAVE CENTERLINE RADIUS EQUAL TO ONE AND ONE-HALF PRESSURE AND 250°F MAXIMUM OPERATING TEMPERATURE. CONNECTORS SHALL TEMPERATURES AS LOW AS 30°F. COPY & SOFT COPY OF THE MANUAL SHALL BE PROVIDED TO AN OWNER. TIMES DUCT WIDTH IN PLANE OF TURN. HAVE FLANGED- OR THREADED -END CONNECTIONS TO MATCH EQUIPMENT END OF SECTION CONNECTED AND SHALL BE CAPABLE OF 3/4-INCH (20-MM) MISALIGNMENT. P. THERMOSTAT: STAGED HEATING AND COOLING WITH MANUAL OR AUTOMATIC B. PROVIDE INSTRUCTIONS TO STORE PERSONNEL AS TO OPERATION OF ALL HVAC J. SQUARE ELBOWS SHALL HAVE TURNING VANES. MITER ELBOWS (NOT SQUARE) CHANGEOVER ON STANDARD SUBBASE. EQUIPMENT AND THERMOSTATS. INSTRUCTION PERIOD TO COMMENCE FOR SHALL HAVE SPUTTER VANES 3 INCHES O.C. P. INSULATE ALL WATER PIPING WITH DENSITY FIBROUS GLASS INSULATION WITH MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. WHITE KRAFT BONDED TO ALUMINUM FOIL. THICKNESS AND R-VALUE AS PER TABLE Q. SMOKE DETECTORS: PHOTOELECTRIC DUCT DETECTOR LOCATED IN ALSO, PROVIDE STORE MANAGER WITH OPERATION MANUAL. K. VOLUME DAMPERS SHALL BE CONSTRUCTED TO SMACNA STANDARDS AND SHALL 120.3-A OF CEC STANDARDS. FITTINGS SHALL BE INSULATED WITH PRE -MOLDED SUPPLY/RETURN-AIR DISTRIBUTION PLENUM, TO DE -ENERGIZE UNIT. BE YOUNG REGULATOR MODEL 4040 FOR ROUND DUCTS AND SERIES 820 FOR FIBERGLASS INSULATION. THE INTEGRITY OF THE VAPOR BARRIER SHALL BE 1.10 CUTTING AND PATCHING RECTANGULAR DUCTS. MAINTAINED THROUGHOUT THE INSTALLATION. TAPE AND SEAL ALL JOINTS WITH R. IN BUILDINGS THAT DO NOT HAVE FIRE ALARM SYSTEMS, PROVIDE AUDIBLE AND VAPOR BARRIER TAPE. VISUAL ALARM EQUAL TO AIR PRODUCTS AND CONTROL INC. MODEL MS-RH/P/A IN A. CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE L. CONTRACTOR SHALL PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCH AN APPROVED LOCATION. REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE DUCTWORK IN SUPPLY AIR, RETURN AIR AND OUTSIDE AIR SYSTEMS (WHETHER 3.02 EXECUTION: SPECIFICATIONS. SHOWN ON PLANS OR NOT) WHERE REQUIRED FOR AIR BALANCING OF HVAC S. ELECTRICAL CONVENIENCE OUTLET: FACTORY WIRED 115-V, AC FUSED OUTLET, SYSTEMS. ALL ACCESSIBLE VOLUME CONTROLS SHALL HAVE LOCKING QUADRANTS. A. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS TO SUPPORT PIPING SEPARATELY FUSED, LOCATED IN UNIT CABINET. B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND ALL INACCESSIBLE CONTROLS (DAMPERS, ETC.) SHALL BE PROVIDED WITH PROPERLY FROM BUILDING STRUCTURE; COMPLY WITH MSS SP-69. ARRANGE FOR SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER PERMANENT EXTENSIONS TO ACCESSIBLE SPACES. BRANCH VOLUME CONTROLS GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING TO BE SUPPORTED T. OPERATING CONTROLS: FACTORY -INSTALLED MICROPROCESSOR CONTROLS AND SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE ARE IN ADDITION TO VOLUME CONTROLS AT THE REGISTERS AND DIFFUSERS. TOGETHER ON TRAPEZE TYPE HANGERS WHERE POSSIBLE. INSTALL SUPPORTS MONITORS UNIT AND COMMUNICATES WITH CENTRAL CONTROL PROCESSOR. PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. WITH MAXIMUM SPACING COMPLYING WITH MSS SP-69. WHERE PIPING OF VARIOUS T.A. CONTROL OUTPUTS: 2-STAGE HEATING, 2-STAGE COOLING; AND AUTOMATIC M. DIFFUSERS, GRILLES AND REGISTERS: AIR INLETS, OUTLETS SHALL BE PROPERLY SIZES IS TO BE SUPPORTED TOGETHER BY TRAPEZE HANGERS, SPACE HANGERS OR CONTINUOUS FAN OPERATION AND ECONOMIZER DAMPER OPERATION. 2.00 - DUCTWORK SET IN PLACE. REGISTERS AND GRILLES SHALL BE TIGHTLY SEALED. EACH FOR SMALLEST PIPE SIZE OR INSTALL INTERMEDIATE SUPPORTS FOR SMALLER T.B. CONTROL SENSORS: RETURN -AIR -TEMPERATURE SENSOR, FAN REGISTER AND DIFFUSER SHALL BE EQUIPPED WITH A VOLUME DAMPER OR AIR DIAMETER PIPE. AIRFLOW -PROVING SWITCH, DIRTY -FILTER SWITCH, 2.01 MATERIALS EXTRACTOR. PAINT INTERIOR SURFACE OF ALL UNITS FLAT BLACK. FACE AND TRIM DISCHARGE -AIR -TEMPERATURE SENSOR, ROOM- TEMPERATURE SENSOR, AND OF ALL UNITS SHALL BE FINISHED. SIZE, FINISH, FRAMES, ACCESSORIES, CAPACITY B. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS, BOLTS, NIGHT -SETBACK -OVERRIDE SWITCH. 2.01.1 METAL AIR DUCTS AND PATTERN AS SHOWN ON DRAWINGS. RODS, NUTS, WASHERS AND OTHER ACCESSORIES. EXCEPT AS OTHERWISE T.C. CONTROL FEATURES: DAY/OCCUPIED MODES FOR HIGH OR LOW ENTHALPY INDICATED FOR EXPOSED CONTINUOUS PIPE RUNS, INSTALL HANGERS AND AND NIGHT/UNOCCUPIED MODE. A. SHEET METAL RECTANGULAR AND ROUND DUCTWORK, PLENUMS, AND CASINGS SUPPORTS OF SAME TYPE AND STYLE AS INSTALLED FOR ADJACENT SIMILAR SHALL BE FABRICATED IN STRICT ACCORDANCE WITH LATEST EDITION OF 2.02 EXECUTION PIPING. 4.04 INSULATION (INSTALLED PER MANUFACTURER'S RECOMMENDATIONS) SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" BASED ON INDICATED STATIC -PRESSURE CLASS. A. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY C. PREVENT ELECTROLYSIS IN SUPPORT OF COPPER TUBING BY USE OF HANGERS A. HEATING AND COOLING DUCTWORK LOCATED IN INTERIOR LOCATIONS PRACTICES WHICH WILL ACHIEVE AIR TIGHT (MAX. 5 % LEAKAGE) AND NOISELESS AND SUPPORTS WHICH ARE COPPER PLATED, OR BY OTHER RECOGNIZED A.1. INSULATE WITH OWENS-CORNING FIBERGLASS ALL SERVICE FACED DUCT B. MATERIAL FOR DUCTWORK SHALL BE HOT DIPPED GALVANIZED (G60) STEEL OF (NO OBJECTIONABLE NOISE) SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED INDUSTRY METHODS. WRAP TYPE 150 WITH FACTORY APPLIED FLAME RETARDANT FOIL GAUGES SHOWN IN THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS. ALL SERVICE. INSTALL EACH RUN WITH MINIMUM OF JOINTS. REINFORCED KRAFT FACING (FRK-25 UL LABELED), OR APPROVED EQUAL. DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH PRESSURE D. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED MOVEMENT OF PIPING CLASSIFICATION SCHEDULES OF NO LESS THAN CLASS +/- 2" W.G., AND SHALL BE B. ALIGN DUCTWORK ACCURATELY AT CONNECTIONS, WITHIN 1/8" MISALIGNMENT SYSTEMS AND TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS, AND B. ACOUSTICAL DUCTWORK, PLENUM, AND CASING LINER SEALED TO THE DUCT SEALING REQUIREMENTS OF CLASS "C" MINIMUM. TOLERANCE AND WITH INTERNAL SURFACES SMOOTH. TO FACILITATE ACTION OF EXPANSION JOINTS, EXPANSION LOOPS, EXPANSION B.1. PROVIDE INTERNALLY LINED DUCTWORK WHERE INDICATED ON DRAWINGS. BENDS AND SIMILAR UNITS. ACOUSTICAL DUCT LINER SHALL BE JOHNS MANVILLE LINACOUSTIC RC DUCT C. SELECT TRANSVERSE JOINT AND LONGITUDINAL SEAM TYPES, FIGURES 1-4 AND 1-5 C. SUPPORT DUCTS RIGIDLY WITH SUITABLE TIES, BRACES, HANGERS AND ANCHORS LINER, OR EQUAL, MATTE FACE, SUITABLE FOR VELOCITIES FROM 1500 TO 4000 RESPECTIVELY, AND FABRICATE RECTANGULAR DUCTWORK ACCORDING TO OF TYPE WHICH WILL HOLD DUCT TRUE TO SHAPE AND WILL PREVENT BUCKLING. E. INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADING AND FPM, IN COMPLIANCE W/ UL723 AND UL181. SECURE LINER TO DUCTWORK SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE". STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED WITH ADHESIVE AND MECHANICAL FASTENERS PER SMACNA DUCT LINER D. PROVIDE ALL NECESSARY OFFSETS AND TRANSITIONS AS REQUIRED IN THE EQUIPMENT. APPLICATION STANDARD. D. SELECT ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS, TEES AND INSTALLATION OF THE WORK, ALTHOUGH SOME MAY NOT BE SPECIFICALLY SHOWN LATERALS, AND OTHER FITTING TYPES, AND FABRICATE ACCORDING TO SMACNA'S ON THE PLANS. OFFSET ALL DUCTS AS REQUIRED TO INCREASE HEAD ROOM F. INSTALL HANGERS AND SUPPORTS TO PROVIDE INDICATED PIPE SLOPES, AND SO B.2. FIBERGLASS DUCT AND PLENUM INSULATION ARE TO BE APPLIED ONLY WITH "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE". UNDER THEM, TO IMPROVE THE APPEARANCE OF EXPOSED DUCTS, AND TO AVOID THAT MAXIMUM PIPE DEFLECTIONS ALLOWED BY ANSI B31 PRESSURE PIPING MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL INTERFERENCE WITH THE WORK OF OTHER TRADES. CODES ARE NOT EXCEEDED. FASTENING DEVICES. E. TRANSITIONS IN SIZE OF DUCTS SHALL BE MADE BY UNIFORMLY TAPERING SECTIONS HAVING 1 INCH INCREASE IN WIDTH FOR EACH 7 INCHES OF RUN UNLESS E. LOCATE DUCTWORK RUNS, EXCEPT AS OTHERWISE INDICATED, VERTICALLY AND G. INSULATED PIPING: COMPLY WITH THE FOLLOWING INSTALLATION REQUIREMENTS. C. HEATING AND COOLING DUCTWORK LOCATED ON THE ROOF RESUBMITTED 3/16/2022 TESTING, ADJUSTING, & BAL/ kW,V�M=y SECTION 159900 - TESTING ADJUSTING AND BALANCING FACTOR MEASURE VOLTAGE FULL LOAD AMPERES AND CONNECTED LOAD AMPERAGE. CHECK AND RECORD STARTER HEATERS SIZES AND RATING, 1.00 - GENERAL REPLACEMENT BELTS SIZES, ETC. 1.01 DESCRIPTION LA. MAKE PITOT TUBE TRAVERSE (MINIMUM OF 16 POINT) OF MAIN SUPPLY DUCTS AND OBTAIN DESIGN CFM AT FANS. SEAL ALL TEST HOLES WITH SUITABLE THE TESTING AND BALANCING WORK WILL BE PERFORMED UNDER A SEPARATE HOLE PLUGS. CONTRACT FROM THE HVAC WORK. THE WORK DESCRIBED IN THIS SECTION SHALL BE PERFORMED BY AN INDEPENDENT TEST AND BALANCE AGENCY, SPECIALIZING IN L.5. TEST AND RECORD SYSTEM STATIC PRESSURES, SUCTION, AND DISCHARGE. TESTING AND BALANCING OF HVAC SYSTEMS AND SHALL BE A MEMBER OF AABC, NEBB, OR APPROVED EQUAL ORGANIZATION. L.6. TEST AND ADJUST SYSTEM FOR DESIGN CFM RECIRCULATED AIR. 1.02 SCOPE OF WORK L.7. TEST AND ADJUST SYSTEM FOR DESIGN CFM OUTSIDE AIR. A. TEST, ADJUST, AND BALANCE HOT, CHILLED, AND CONDENSER WATER SYSTEMS, L.8. TEST AND RECORD ENTERING AIR TEMPERATURES. (D.B. HEATING AND AIR MOVING EQUIPMENT, AND AIR SUPPLY, RETURN, AND EXHAUST SYSTEMS AS COOLING) HEREIN SPECIFIED. L.9. TEST AND RECORD ENTERING AIR TEMPERATURES. (W.B. COOLING) B. EACH PIECE OF AIR CONDITIONING AND HEATING EQUIPMENT AND THE AIR DISTRIBUTIONS SYSTEMS SHALL BE TESTED AND ADJUSTED TO INSURE PROPER L.10. TEST AND RECORD LEAVING AIR TEMPERATURES. (D.B. COOLING) FUNCTIONING OF ALL CONTROL, PROPER DISTRIBUTION OF AIR, MAINTENANCE OF TEMPERATURE, ELIMINATION OF DRAFTS, NOISE AND VIBRATION, AND LEFT IN FIRST L.11. TEST AND RECORD LEAVING AIR TEMPERATURES. (W.B. COOLING) CLASS OPERATING CONDITION. THE AIR SYSTEM SHALL BE READJUSTED IF REQUIRED FOR COMFORT OF EACH ROOM. L.12. ADJUST ALL MAIN SUPPLY AND RETURN AIR DUCTS TO PROPER DESIGN CFM. C. THE MECHANICAL CONTRACTOR WILL MAKE ANY CHANGES IN THE PULLEYS, BELTS, L.13. ADJUST ALL ZONES TO PROPER DESIGN CFM, SUPPLY, AND RETURN. DAMPERS, VANES, BAFFLES AND OTHER BALANCING DEVICES REQUIRED FOR CORRECT BALANCE OF SYSTEM AS RECOMMENDED BY T&B AGENCY AND TO THE L.14. TEST AND ADJUST EACH DIFFUSER, GRILLES, AND REGISTER TO WITHIN 10% SATISFACTION OF THE OWNER. OF DESIGN REQUIREMENTS. 1.03 SUBMITTALS L.15. EACH GRILLE, DIFFUSER, AND REGISTER SHALL BE IDENTIFIED AS TO LOCATION AND AREA. SIZE, TYPE, FLOW FACTOR, AND MANUFACTURER OF A. PROVIDE (1) HARD COPY & (1) SOFT COPY OF TEST AND BALANCE REPORT TO THE DIFFUSERS, GRILLES, REGISTERS, AND ALL TESTED EQUIPMENT SHALL BE OWNER FOR REVIEW AND APPROVAL, LETTER SIZE, 3-RING BINDER MANUAL IDENTIFIED AND LISTED. COMPLETE WITH INDEX PAGE AND INDEXING TABS. THE REPORT SHALL INCLUDE A SET OF REDUCED DRAWINGS WITH AIR OUTLETS AND EQUIPMENT IDENTIFIED TO L.16. READINGS AND TESTS OF DIFFUSERS, GRILLES, AND REGISTERS SHALL CORRESPOND WITH THE MECHANICAL PLANS. INCLUDE REQUIRED FPM VELOCITY AND TEST RESULTANT VELOCITY, REQUIRED CFM AND TEST RESULTANT CFM AFTER ADJUSTMENTS. B. THE CERTIFIED TAB REPORTS SHALL INCLUDE INSTRUMENT TYPE AND MAKE, SERIAL NUMBER, DATES OF USE, AND DATES OF CALIBRATION. INSTRUMENTS USED L.17. IN COOPERATION WITH THE TEMPERATURE CONTROL CONTRACTOR'S FOR TESTING AND BALANCING MUST HAVE BEEN CALIBRATED WITHIN A PERIOD OF REPRESENTATIVE, SETTING ADJUSTMENTS OF AUTOMATICALLY OPERATED SIX (6) MONTHS AND CHECKED FOR ACCURACY PRIOR TO START OF WORK. DAMPERS TO OPERATE AS SPECIFIED, INDICATED, AND/OR NOTED. THE BALANCE AGENCY SHALL CHECK ALL CONTROLS FOR PROPER CALIBRATIONS 2.00 EXECUTION AND LIST ALL CONTROLS REQUIRING ADJUSTMENT BY THE TEMPERATURE CONTROL CONTRACTOR. 2.01 EXAMINATION L.18. ALL DIFFUSERS, GRILLES, AND REGISTERS SHALL BE ADJUSTED TO MINIMIZE A. EXAMINE THE CONTRACT DOCUMENTS TO BECOME FAMILIAR WITH PROJECT DRAFTS IN ALL AREAS. REQUIREMENTS AND TO DISCOVER CONDITIONS IN SYSTEMS' DESIGNS THAT MAY PRECLUDE PROPER TAB OF SYSTEMS AND EQUIPMENT. M. ALL EQUIPMENT SHALL BE IDENTIFIED BY EQUIPMENT SERVICE TAG, MANUFACTURER MODEL NUMBER AND SERIAL NUMBER MOTOR HORSEPOWER B. D EXAMINE SYSTEMS FOR INSTALLED BALANCING DEVICES SUCH AS TEST PORTS MOTOR NAMEPLATE VOLTAGE MOTOR RPM ACTUAL AND DESIGN STATIC GAGE COCKS, THERMOMETER WELLS, FLOW -CONTROL DEVICES, BALANCING PRESSURE ACTUAL OUTLET VELOCITY ACTUAL CFM, DESIGN CFM. VALVES AND FITTINGS AND MANUAL VOLUME DAMPERS. VERIFY THAT LOCATIONS IB OF THESE BALANCING DEVICES ARE ACCESSIBLE. N. EACH AIR OUTLET SHALL BE TAGGED AND IDENTIFIED WITH MANUFACTURER , MODEL NUMBER SIZE VELOCITY CORRECTION FACTOR ACTUAL CFM DESIGN C. EXAMINE THE APPROVED SUBMITTALS FOR HVAC SYSTEMS AND EQUIPMENT. CFM. D. EXAMINE EQUIPMENT PERFORMANCE DATA INCLUDING FAN AND PUMP CURVES. 0. TRAVERSE READING OF MAIN SUPPLY, RETURN AND OUTSIDE AIR DUCTS TO ESTABLISH TOTAL AIRFLOW QUANTITIES. E. EXAMINE SYSTEM AND EQUIPMENT INSTALLATIONS AND VERIFY THAT FIELD QUALITY -CONTROL TESTING, CLEANING, AND ADJUSTING SPECIFIED IN INDIVIDUAL P. TEST AND RECORD TEMPERATURES FROM MAIN SUPPLY AIR TRUNK, MIXED AIR HAVE BEEN PERFORMED. SECTIONS 0 DURING THE FULL HEATING AND FULL COOLING CYCLE AND ECONOMIZER CYCLE. F. EXAMINE HVAC EQUIPMENT AND FILTERS AND VERIFY THAT BEARINGS ARE 2.04 DEFICIENCIES IN SYSTEM GREASED, BELTS ARE ALIGNED AND TIGHT, AND EQUIPMENT WITH FUNCTIONING CONTROLS IS READY FOR OPERATION. BALANCING CONTRACTOR SHALL REPORT IN WRITING TO THE OWNER ANY DISCREPANCIES ON ITEMS NOT INSTALLED IN ACCORDANCE WITH CONTRACT G. EXAMINE TERMINAL UNITS SUCH AS VARIABLE -AIR -VOLUME BOXES, AND VERIFY DOCUMENTS, ALL DEFICIENCIES IN HVAC SYSTEM, AND OTHER DEFICIENCIES. THE THAT THEY ARE ACCESSIBLE AND THEIR CONTROLS ARE CONNECTED AND OWNER WILL REIMBURSE THE BALANCING CONTRACTOR IF ADDITIONAL WORK IS FUNCTIONING. REQUIRED FOR HIS/HER PHASE OF WORK. H. EXAMINE STRAINERS. VERIFY THAT STARTUP SCREENS ARE REPLACED BY 2.05 WARRANTY PERMANENT SCREENS WITH INDICATED PERFORATIONS. THE TEST AND BALANCE AGENCY SHALL INCLUDE AN EXTENDED WARRANTY OF 90 I. EXAMINE SYSTEM PUMPS TO ENSURE ABSENCE OF ENTRAINED AIR IN THE SUCTION DAYS, AFTER COMPLETION OF WORK, DURING WHICH TIME THE OWNER, AT THEIR PIPING. DISCRETION, MAY REQUEST A RECHECK OR RESETTING OF ANY OUTLET, SUPPLY AIR FAN, OR EXHAUST FAN AS LISTED IN TEST REPORT. J. EXAMINE OPERATING SAFETY INTERLOCKS AND CONTROLS ON HVAC EQUIPMENT. END OF SECTION K. REPORT DEFICIENCIES DISCOVERED BEFORE AND DURING PERFORMANCE OF TAB PROCEDURES. L. OBSERVE AND RECORD SYSTEM REACTIONS TO CHANGES IN CONDITIONS. RECORD DEFAULT SET POINTS IF DIFFERENT FROM INDICATED VALUES. 2.02 PREPARATION A. PREPARE A TAB PLAN THAT INCLUDES STRATEGIES AND STEP-BY-STEP PROCEDURES. B. COMPLETE SYSTEM -READINESS CHECKS AND PREPARE REPORTS. VERIFY THE FOLLOWING: B.1. PERMANENT ELECTRICAL -POWER WIRING IS COMPLETE. B.2. HYDRONIC SYSTEMS ARE FILLED, CLEAN, AND FREE OF AIR. B.3. AUTOMATIC TEMPERATURE -CONTROL SYSTEMS ARE OPERATIONAL. BA. EQUIPMENT AND DUCT ACCESS DOORS ARE SECURELY CLOSED. B.5. BALANCE, SMOKE, AND FIRE DAMPERS ARE OPEN. B.6. ISOLATING AND BALANCING VALVES ARE OPEN AND CONTROL VALVES ARE OPERATIONAL. B.7. CEILINGS ARE INSTALLED IN CRITICAL AREAS WHERE AIR -PATTERN ADJUSTMENTS ARE REQUIRED AND ACCESS TO BALANCING DEVICES IS PROVIDED. B.8. WINDOWS AND DOORS CAN BE CLOSED SO INDICATED CONDITIONS FOR SYSTEM OPERATIONS CAN BE MET. 2.03 GENERAL PROCEDURES A. PREPARE TEST REPORTS FOR BOTH FANS AND OUTLETS. OBTAIN MANUFACTURER'S OUTLET FACTORS AND RECOMMENDED TESTING PROCEDURES. CROSSCHECK THE SUMMATION OF REQUIRED OUTLET VOLUMES WITH REQUIRED FAN VOLUMES. B. FOR VARIABLE -AIR -VOLUME SYSTEMS, DEVELOP A PLAN TO SIMULATE DIVERSITY. C. DETERMINE THE BEST LOCATIONS IN MAIN AND BRANCH DUCTS FOR ACCURATE DUCT -AIRFLOW MEASUREMENTS. D. CHECK AIRFLOW PATTERNS FROM THE OUTDOOR -AIR LOUVERS AND DAMPERS AND THE RETURN- AND EXHAUST -AIR DAMPERS THROUGH THE SUPPLY -FAN DISCHARGE AND MIXING DAMPERS. E. LOCATE START -STOP AND DISCONNECT SWITCHES, ELECTRICAL INTERLOCKS, AND MOTOR STARTERS. F. VERIFY THAT MOTOR STARTERS ARE EQUIPPED WITH PROPERLY SIZED THERMAL PROTECTION. G. CHECK DAMPERS FOR PROPER POSITION TO ACHIEVE DESIRED AIRFLOW PATH. H. CHECK FOR AIRFLOW BLOCKAGES. I. CHECK CONDENSATE DRAINS FOR PROPER CONNECTIONS AND FUNCTIONING. J. CHECK FOR PROPER SEALING OF AIR -HANDLING -UNIT COMPONENTS. K. VERIFY THAT THE AIR DUCT SYSTEMS ARE SEALED. L. PERFORM THE FOLLOWING MINIMUM TEST AND BALANCE: L.1. TEST AND ADJUST SUPPLY, RETURN, AND EXHAUST FANS TO DESIGN REQUIREMENTS. L.2. CHANGE SHEAVES AND BELTS AS REQUIRED TO OBTAIN DESIGN AIR QUANTITIES. L.3. TEST AND RECORD MOTOR ELECTRICAL CHARACTERISTICS, RPM, SERVICE meb architecture.com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: EXPIRES: 09/30/2022 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title MECHANICAL SPECIFICATIONS L Sheet #: M0.3 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 F- RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT mcgarchitecture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright Q 2022 A Project for: Client: 0 N o �u C.3occ EXPIRES: 09/30/2022 (D Z 0 � J co O � N o gJLL a OJa� UW�� C\Jw w2mLL � = C� MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title MECHANICAL COMPLIANCE Sheet #: MO.4 Q MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1ST PLAN CHECK SUBMITTAL 12.17.21 L_ F_ 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stones &all R1 - Administered b 02021 NEEA All rights reserved q 9 9 P Y The followinginformation is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State ry 9 P PP P 9 Pe q 9 Energy Code, Commercial Provisions. NA (A(C. 2.1.1 Skylight curb Indicate skylight curb insulation R-value on insulation roof section, if not included in skylight NFRC rating YES C402.2.1.2 Rooftop HVAC Indicate rooftop HVAC equipment curb equipment curbs insulation R-value on roof section YES C103.2 Abovelbelow grade Indicate R-value(s) of cavity/continuous C402.2.3 wall insulation insulation on wall sections C402.2.4 YES C303.2.1 Indicate framing materials on wall sections YES Indicate method of framing for wood construction per A103.2 (std, int, adv) YES Indicate material density category, wall weight and heat capacity for qualifying mass walls YES For qualifying ASTM C90 masonry walls, indicate loose -fill core insulation material and percentage of cores filled including grouted cores, bond beams, vertical fills, headers and any other grouted cores NA Indicate method of protection of exposed exterior basement/crawlspace wall insulation YES C103.2 Opaque doors Indicate rated U-factor or R-value (non- C402.4.4 swinging) on wall sections or in door schedules - applies to doors with less than 50% glazed area NA C402.4.4 Garage doors Indicate rated U-factor for sectional and tilt - up garage doors on wall sections or in door schedules - applies to garage doors with less than 14% glazed area; all other garage doors shall comply as opaque doors NA C402.2.5 Floor over outdoor or indicate R-value(s) of cavity/continuous unconditioned space insulation on floor sections insulation NA Indicate framing material on floor sections NA Indicate material density category and weight of qualifying mass floors YES C402.2.6 Slab -on -grade floor Indicate R-value of continuous insulation on C303.2.1 insulation wall section or foundation detail YES Indicate insulation extends down vertically and/or horizontally the required distance from top of slab YES Indicate method of protection of exposed exterior slab edge insulation NA Indicate R-value of continuous insulation on wall section or foundation detail NA Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab NA Indicate method of protection of exposed exterior slab edge insulation Page 318 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2021 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. NA Indicate exception and criteria utilized for all building entrances and exit -only doors that do not have a vestibule or air curtain NA Indicate required performance for air curtains installed per Exception 7 NA For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space YES C103.2 Building enclosure air Indicate in project documents that building C402.5.1.2C leakage test enclosure air leakage testing is required for 402.5.1.2.1 R402.4.1.2 WSEC compliance YES Provide area calculations that account for all six sides of the air barrier boundaries YES For commercial buildings, indicate that building enclosure air leakage testing shall be performed per ASTM C779 (or equivalent method approved by the code official) and the target leakage rate is 0.25 cfm/ft2 (1.5 L/s*m2) at 0.3 in. wg (75 Pa) YES 1f the building is mixed residential / commercial and three stories or less above grade plane, indicate which building enclosure air leakage test procedure will be used for the Group R-2 / R-3 areas (Section R402.4.1.2 or C402.5.1.2); if per R402.4.1.2, indicate that the target leakage rate is 5 air changes per hour at 0.2 in. wg (50 Pa) YES Include the following requirements in project documents: (1) Submit building enclosure air leakage test reports to jurisdiction and owner; (2) If initial test result exceeds 0.25 cfm/ft2 (1.5 IJs*m2), indicate that inspection and all practical corrective actions be completed and documented in the air leakage test report; (3) If initial test result exceeds 0.40 cfm/ft2 (2.0 L/s*m2), indicate that corrective actions shall also include re -testing; (4) Indicate that corrective measures and retesting must be repeated until the test result is 0.40 cfm/ft2 (2.0 L/s*m2) or less; (4) Include air barrier test report in project close out documentation provided to building owner. ADDITIONAL EFFICIENCY CREDITS - REDUCED AIR ]INFILTRATION NA C406.9 Reduced air To comply with additional efficiency credit, infiltration indicate in project documents that the building enclosure air leakage test results shall not exceed 0.17 drn/ft2 at 0.3 in. wg (75 Pa); all documentation requirements per C103.2 and C402.5.1.2 apply ALTERATIONS Page 718 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2021 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For auestions about this report. contact WSEC Commercial Technical SUDDort at 360-539-5300 or via email at com.techsuoDortawaeneravcodes.com NA C402.2.8 Radiant heating system insulation YES C402.4.1 Vertical fenestration C502.2.1 maximum area NA C402.4.1.1 increased prescriptive C405.2.4.1 maximum vertical C502 2. I fenestration area with daylight zones and controls NA NA NA C402.4.1.3 increased prescriptive C502.2.1 maximum vertical fenestration area with NA high-performance glazing YES C402. L5 Wall/vertical fenestration target area adjustment NA C402.4.1 Skylight maximum C502.2.2 area NA C402.1.5.2 Roof/skylight target area adjustment Indicate insulation R-value behind radiant panels, U-bend/headers and bottom surface of radiantly heated floors (other than heated slab - on -grade) Provide total gross sf area of all above grade wall elements and rough opening sf area of all vertical fenestration elements in the building, for the prescriptive max allowed window -to - wall ratio (WWR) calculation in the WSEC envelope compliance reports; demonstrate compliance for each space conditioning category separately Provide calculations showing that not less that 50% of the total conditioned floor area is within a daylight zone; demonstrate compliance for each space conditioning category separately Indicate in envelope plans that all lighting fixtures located within daylight zones shall be provided with daylight responsive controls per Section C405.2.4.1 Indicate that the VT of vertical fenestration is at least 1.1 times the rated SHGC or no less than VT-0.55, whichever is greater Indicate high performance U-factors and SHGC values in fenestration schedules Indicate if an area -weighted U-factor is used for multiple fenestration elements within the same fenestration category per Table C402.4: provide area -weighted U-factor calculation Indicate if component performance with target area adjustment will be used to account for vertical fenestration area in excess of the prescriptive maximum allowed; include target area adjustment in WSEC envelope compliance reports Provide total gross sf area of roof, and rough opening sf area of all skylight elements in the building, for the prescriptive max allowed skylight -to -roof ratio (SRR) calculation in the WSEC envelope compliance reports: demonstrate compliance for each space conditioning category separately Indicate if component performance with target area adjustment will be used to account for skylight area in excess of the prescriptive maximum allowed: include target area adjustment in WSEC envelope compliance reports YES C402.4 U-factors, SHGC and Indicate U-factors, SHGC and VT values in C402.4.3.4 VT for all fenestration schedules C303.1.3 fenestration assemblies Page 418 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2021 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. NA C503.1 Roof alteration - For a roof alteration where existing ceiling C503.3.1 insulation cavities are exposed. indicate cavities are insulated to full depth at minimum nominal value of R-3.0 per inch NA For a roof covering replacement where insulation is installed entirely above the roof deck. indicate insulation complies with requirements for new construction per Tables C402.1.3 or C402.1.4 NA C503.1 Wall and floor For a wall or floor alteration (floor over alteration - insulation outdoor or unconditioned space) where existing envelope cavities are exposed. indicate cavities are insulated to full depth at minimum nominal value of R-3.0 per inch NA C503.3 2 Addition of vertical Where the addition of new vertical fenestration fenestration results in a window -to -wall ratio (WWR) exceeding the prescriptive maximum allowed per C402.4.1, demonstrate method of compliance (prescriptive vertical fenestration alternate. component performance with target area adjustment for the alteration area and existing -to -remain areas combined, or total building performance per C407): demonstrate for each space conditioning category separately NA C503.3.3 Addition of skylights Where the addition of new skylights results in a skylight -to -roof ratio (SRR) exceeding the prescriptive maximum allowed per C402.4.1. demonstrate method of compliance (component performance compliance with target area adjustment for the alteration area and existing -to -remain areas combined. or total building performance per C407), demonstrate for each space conditioning category separately NA C103.2 Change in space Indicate envelope alteration thermal C103.6.3 conditioning or performance compliance path (prescriptive or C503.2 occupancy component performance with 110% C505.1 compliance allowance); provide WSEC envelope documentation compliance reports NA C103.2 Change in space If complying via total building performance C103.6.3 conditioning or with 110% allowance, provide a list of all C503.2C occupancy proposed envelope component types, areas 505.1 compliance and U-values documentation PROJECT CLOSE OUT DOCUMENTATION YES C103.6.3 Project close out Indicate in plans that project close out documentation documentation is required including requirements applicable calculations, WSEC envelope compliance reports, and fenestration NFRC rating certificates Page 818 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2021 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For auestions about this report. contact WSEC Commercial Technical SUDDort at 360-539-5300 or via email at com.techsuoDort(a)waeneravcodes.com YES Indicate if an area -weighted U-factor is used for multiple fenestration elements within the same fenestration category per Table C402.4; provide area -weighted U-factor calculation YES Indicate if values are NFRC or default; if default then specify frame type, glazing layers, gap width, low-e coatings, gas -fill YES C402.4.3 Permanent shading For each group of windows with similar devices orientation and overhang or permanent projection geometry, provide projection factor calculations (Equation C4-6) for north and non -north orientations NA C402.4.2 Single story spaces Provide list of enclosed, single story spaces requiring skylights that exceed 2,500 sf; for each space identify the space use. floor area, floor to ceiling height, whether skylights are installed, and any exception taken NA Provide calculations for percentage of conditioned floor area located within a toplit daylight zone. if exception is taken for spaces where the total floor area minus the sidelit zone area is less than 2,500 sf, include percentage of conditioned floor area located within a sidelit daylight zone in calculations NA Provide calculations for percentage of skylight area in each space over 2,500 SF, OR NA Provide calculations for skylight effective aperture (Equation C4-5) for each space over 2.5(x) SF NA indicate haze factor of skylight glazing material or diffuser NA C410.2 Walk-in and Indicate insulation R-value in cooler and warehouse cooler and freezer wall and ceiling assemblies freezer envelope NA Indicate cooler and freezer door insulation R- value; indicate method of in' im;ing infiltration (strip doors, curtains, spring - hinged doors, etc); provide automatic door closure (or note exception taken) NA For transparent reach -in doors and fixed windows, indicate number of glass panes (double or triple pane); identify whether the interstitial spaces between panes is filled with inert gas or if panes are heat -reflective treated glass ADDITIONAL EFFICIENCY CREDITS - ENHANCED ENVELOPE PERFORMANCE NA C406.10 Enhanced envelope To comply with additional efficiency credit, performance demonstrate envelope thermal performance compliance via component performance; provide WSEC envelope compliance reports that demonstrate Proposed Total UA is 15% lower than the Allowable Total UA Page 518 RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2021 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. For auestions about this report. contact WSEC Commercial Technical Su000rt at 360-539-5300 or via email at com.techsuoDortawaeneravcodes.com AIR LEAKAGE YES C402.5.1.1 Air barrier Identify location and provide diagram of construction and continuous air barrier in plans and sections sealing YES Provide details for all joints, transitions in materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other approved method) NA C402.5.3 Rooms containing For room(s) located within the conditioned C402.1.3 fuel burning space space that contain non -direct vent fuel- C402.1.4 conditioning burning appliances that require outdoor air for appliances combustion, indicate method of isolation from the conditioned space; include sealing of walls, floor and ceiling of room, doorway gaskettmg and sealing around ductwork and piping penetrations NA Indicate walls, floor and ceiling of the room envelope are insulated to the same level required for exterior envelope, and combustion air ductwork that passes thru conditioned space is insulated to at least R-8 NA C402.5.4 Doors and access Indicate locations of all doors and access openings to shafts, openings to shafts, chutes, stairways and chutes, stairways and elevator lobbies elevator lobbies NA Indicate method of sealing of these openings (gasketing, weatherstripping, other sealing method); or exception taken YES C402.5.5 Outdoor air intakes, Indicate locations of all stairway enclosure, C403.7.8 exhausts and relief elevator shaft and building pressurization openings relief openings, outside air intakes and exhaust openings YES Note in envelope plans that all relief, outside air intake and exhaust openings shall be provided with dampers in accordance with Mechanical Section C403.7.8 YES C402.5.8 Recessed lighting in Indicate method of sealing between light building envelope fixture housing and wall or ceiling YES Note in envelope plans that all recessed ELECTRICAL lighting fixtures shall be IC rated and have an PLANS air leakage rating not greater than 2 cfm per ASTM E283 test; include these requirements in lighting fixture schedules NA C402.5.6 Loading dock seals Indicate weather seal at cargo and loading dock doors NA C402.5.7 Vestibules Indicate locations and dimensions of vestibules for building entrances; also indicate vestibule information for exit -only doors in buildings where separate doors for entering and exiting are provided NA Indicate locations of all building entrances and exit -only doors provided with an air curtain in lieu of a vestibule Page 6/8 mcgarchitecture. com 0 N o �occ �L Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright © 2022 A Project for: Client: EXPIRES: 09/30/2022 MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title: MECHANICAL COMPLIANCE Sheet #: M0.5 1 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L I F- RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT mcgarchitecture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright Q 2022 A Project for: Client: 0 N o �u C.3occ EXPIRES: 09/30/2022 (D Z 0 � J co O � N o gJLL a OJa� UW�� C\Jw w2mLL � = C� MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title MECHANICAL COMPLIANCE Sheet #: MO-6 Q MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1ST PLAN CHECK SUBMITTAL 12.17.21 L I F_ RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT _ c 2018 WSEC Requirements for Com�meraal Bwldln s Includin Grou R2, R3 & R4 over 3 stones &all R1 - Administered b 02021 NEEA, All rights reserved c 2018 WSEC Requirements for Commercial Buildin s including Group R2, R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA, All rights reserved c 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA, All rights reserved c 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA, All rights reserved The following information on is necessary to check amechoofcaI permit application for compliance with the mechanical systems and equipmentrequirementsin the The following information is necessaryto check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the The following information is necessaryto check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the The following information is necessaryto check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. Washington State Energy Code. Commercial Provisions. Washington State Energy Code. Commercial Provisions. Washington State Energy Code. Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES YES C403.2.2.1 Ventilation Indicate method of ventilation air delivery MECHANICAL YES C403.7.3 For ventilation air systems that operate in NA C403.8.2 Motor nameplate hp For all applicable HVAC systems with total For other mechanical cooling systems Ventilation air fan motor nameplate hp > 5hp, indicate fan (includes DX and chilled water coils) that (natural or mechanical) for each zone VENTILATION PER heating control conjunction with heating and cooling systems, motors specified are the smallest available control space temperature by modulating ZONE. indicate that ventilation air is tempered (via motor hp size greater than fan bhp, note airflow (in lieu of, or in addition to, heating or heat recovery) to no greater than exceptions applied controlling capacity in response to space temperature) - Provide fan controls for YES If mechanically delivered, indicate that ventilation systems are configured to provide 60F when the space conditioning system is in cooling mode YES C405.8 Fractional hp fan For all fractional hp fan motors (1/12 - 1 hp), modulating supplyairflow; indicate minimum �g not more than 150% of, but at least the motors indicate that motors comply with applicable fan speed is 5 50% of full speed drawing 5 minimum required volume of outdoor air to N: \ C403.7.4 2 Ventilation controls Refer to Requirements List section HVAC WSEC efficiency tables; if motor type is not 30% of full speed fan power during periods of each zone per IMC, ASHRAE 62.1 or other for Group R- I Controls for Group R- I temperature setback listed in an efficiency table, indicate whether low cooling or ventilation only; or exception applicable code (WAC, OSHA, etc); or guestrooms and set-up controls fan has an electronically commutated motor, applied exception applied has motor rated efficiency of at least 70%, or \ Indicate method of ventilation and exhaust exception applied ADDITIONAL EFFICIENCY PACKAGE OPTION, MORE EFFICIENT HVAC EQUIPMENT & FAN PERFORMANCE - MUST COMPLY NA If delivered via natural ventilation, identify isolation for each guest room and automatic WITH ALL 3 PROVISIONS TO BE ELIGIBLE required elements per IMC including: controls that are configured to turn off NA C403.8.3 Fan efficiency For individual fans > 5hp, and multiple fans minimum operable area to the outdoors or ventilation and exhaust airflow when each NA C406.2.1 HVAC system To comply with this additional efficiency combined in series or parallel that operate as qualifying adjoining spaces; criteria for room is unoccupied the functional equivalent of a single fan with a selection credit, provide calculations that demonstrate ensuring required ventilation is provided combined total motor hp > 5hp, indicate in ( based on heating and cowling output capacity) during all occupied hours of the year NA C403.8.4 Group R occupancy Refer to Requirements List section Fans & equipment schedule that rated FEG for all that W% or more of all HVAC equipment (including during inclement outdoor exhaust fan efficacy Fan Controls applicable fans is z 67, or exception applied; serving conditioned floor areas have a conditions) NA C403.7.5 Enclosed loading For enclosed loading docks, indicate indicate these fans are sized so total efficiency corresponding WSEC listed efficiency: or C403.7.5.1 dock ventilation ventilation / exhaust system method of y NA C403.2.2.2 Exhaust Indicate that exhaust systems are configured is within 15% of the fan maximum total exception applied provide rovide not more than 150% of, but at least activation (gas detection system for CO and efficiency NA C406.2.2 Minimum equipment In addition to system selection requirement, efficiency indicate that all associated heating and cooling the minimum required volume from each zone per IMC, or other applicable code ,, NO.., or occupancy sensors), and control method (staged or modulating) NA C403.8.4 Group R occupancy For all exhaust fans 5 4W cfm in Group R exhaust fan efficacy occupancies, indicate in equipment schedule equipment have a rated efficiency for all (WAC, OSHA, etc); or exception applied NA C403.7.5 Enclosed parking For enclosed parking garages, indicate the fan flow rite and efficacy (cfm/watt), or equipment performance criteria (heating. C403.7.5.2 garage ventilation ventilation /exhaust system activated by gaff NA C403.4.2.4 Exhaust system off- Refer to Requirements List section HVAC exception applied; refer to Table C403.8.4 P PP cooling, full load, art load) that is at least c g P hour controls Controls for off hour controls requirements detection system for CO and NO2, and NA C403.2.3 Variable flow For fan motors z 7.5 hindicate method of I5 /c better than the listed WSEC efficiency: include specific equipment exceptions applied for exhaust systems g g) control method (staged or modulating): orp, capacity - fans variable flow control (VSD or equivalent exception applied method) in equipment schedule, or exception NA For systems required to provide a TSPR NA ('403.3.6 Balanced ventilation For Group R-'- dwelling and sleeping units. NA C403.7.6 Ventilation / exhaust For systems with design ventilation air > applied report per C403.1.1, demonstrate that the c proposed design nd is at minimum 10 /r higher than the standard reference design ratio for Group R-2 indicate that each habitable space is provided occupancy with a balanced ventilations stem: indicate ocu pnt y Y system is provided with energy recovery with systems energy 5,000 cfm, or design supply air cfm and % recovery ventilation air exceeding the values in Tables ry' g NA C403.8.5.1 Fan airflow control For DX air handling units with cooling capacity z 42,000 Btu/h and evaporative and 601''r ;en<ihle recovery effectiveness C403.7.60) or (2), indicate exhaust air energy chilled water air handling units with fan z NA For projects complying via weighted average recovery method; or exception applied with 0.25 hp, indicate whether system is single efficiency exception, include calculations that YES C403.7.1 Demand controlled Identify spaces > 500 sf with occupant load >_ supporting calculations zone or multiple zone and related control demonstrate the overall average better than ventilation 25 people/1,000 sf per IMC; for each space NA For rooms served by multiple systems with method (cooling capacity controlled in code efficiency of all equipment performance indicate whether it is served by an HVAC aggegate design ventilation air > 5,000 cfm, response to space temperature, space criteria for all equipment is >_ 15%: indicate system with total design ventilation air > design supply air cfm and % or aggregate PP Y temperature is controlled by modulating that all equipment has at least 5% better than 3,000 cfm, and / or the system has airside ventilation air exceeding the values in Tables supply airflow, or both) code efficiency economizer or automatic modulating outdoor C403.7.6(1) or (2), indicate exhaust air energy air damper; indicate controls are configured to YES For mechanical cooling systems (includes DX NA For systems serving low energy and semi- provide demand controlled ventilation or recovery method; or exception applied with and chilled water coils) that control cooling heated spaces, indicate that W% or more of provide supporting documentation for applied supporting calculations capacity in response to space temperature - installed heating output capacity is provided exception NA Indicate energy recovery rated effectiveness Provide a minimum of two stages of fan by electric infrared or gas -fired radiant that increases outdoor air enthalpy by >_ 50% NA C403.7.2 Occupancy sensors For gyms, classrooms, auditoriums, control; indicate minimum fan speed is 5 equipment for localized heating applications conference rooms and other spaces with based on delta between outdoor air and return 66% of full speed drawing 5 40% of full speed fan power during periods of low cooling only occupant load Z 25 people/1,000 sf per IMC, air enthalpies at design conditions NA C403.7.7.1.1 Kitchen exhaust hood Indicate on plans the type, duty. UL rating and or ventilation onlyNA C406.2.3 Minimum fan In addition to system selection and efficiency that have an area > 500 sf, indicate occupancy - efficiency grade requirements. indicate rated FEG of all > I hp based ventilation air control when space is C403.7.7.1.2 system exhaust airflow rate of each kitchen hood (750 watt) stand alone supply, return and unoccupied and method (closes outdoor air C403.7.7.1.3 exhaust fans is > 71: indicate these fans are damper or shuts -off equipment); or alternate NA Provide calculations that show a balanced sized so the fan efficiency at design means provided to automatically reduce accounting of total kitchen exhaust (include conditions is within 10% of the maximum ventilation air when space is partially all hoods) with % of: supply air, transfer air total or static efficiency occupied; or exception applied from adjacent spaces, and make-up adr VENTILATION, EXHAUST & ENERGY RECOVERY Page 5/25 Page 6/25 Page 7/25 Page 8/25 I e-zi 2018 WSEC Requirements for Commercial Buildin s includin Grou R2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved 4 2018 WSEC Requirements for Commercial Buildings includingGroupR2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved 2018 WSEC Requirements for Commercial Buildings includingGroupR2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved 2018 WSEC Requirements for Commercial Buildings includingGroupR2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved The followinginformation is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re requirements in the ry P PP P Yq The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re requirements in the 9 rY P PP P Yq The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re requirements in the 9 rY P PP P Yq The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the 9 ry P PP P Y Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA NA NA NA C403.7.7.2 Laboratory exhaust systems energy recovery NA C403.7.7.3 Transfer air YES C403.7.8.1 Shutoff dampers for C403.7.8.3 building isolation NA YES C403.7.8.2 Shutoff dampers for C403.7.8.3 return air YES C403.7.8.4 Damper actuation NA For hoods with make-up air drawn directly into the exhaust air cavity of each hood, indicate that replacement air does not exceed 10% of hood exhaust airflow rate For kitchens with total hood exhaust exceeding 2,OW cfm. indicate that each hood is UL 710 rated and maximum exhaust airflow rate of each hood is per Table C403.7.7.1.2; or exception applied For kitchens with total hood exhaust exceeding 2SM cfm, indicate energy efficiency compliance method (demand ventilation, energy recovery, or transfer air that would otherwise be exhausted): or exception applied For buildings with total lab exhaust > 5.000 cfm, indicate method of energy recovery used to pre -condition laboratory make-up air; energy recovery effectiveness (min 25°F increase in outside air temperature): or alternative method per exception (VAV exhaust. semi -conditioned makeup. or CERM c;1lcul;rtion) For spaces where conditioned supply air is utilized as transfer air to balance mechanical exhaust, indicate basis of transfer airflow (supply required to meet loads, health/safety requirement, air that would normally be exhausted); or exception applied Indicate locations of outdoor air intake, exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized, or gravity and exception applied (include leakage rating, cfm/sf) Indicate location of stairway and elevator hoistway shaft vent dampers on plans; verify dampers are Class 1 motorized; or exception applied Indicate locations of return air dampers that are integral to airside economizer operation; verify dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) Indicate automatic controls configured to close outdoor air intake, exhaust and relief outlet dampers during unoccupied equipment operation; not including economizer cooling, night flush or IMC required outdoor air / exhaust Indicate method of activation of stairway and elevator hoistway shaft vent dampers (fire alarm or interruption of power) NA C404.11.4 Exhaust system For buildings with pools or spas with water energy recovery for surface area > 200 sf. indicate exhaust air heated indoor pools energy recovery method and use of waste heat and permanent spas (preheat ventilation air, pool water or service hot water); or exception applied NA Indicate energy recovery system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by > 36°F HVAC CONTROLS YES C403.4.1 Thermostatic controls Indicate locations of thermostatic and M2.0 (thermostats and humidity control devices and the zones they humidistats) serve on plans, including perimeter system zones NA Where adjacent (neighboring) zones are controlled by separate thermostats (including perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10% of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperimeter zones, and adjacent perimeter and nonperimeter zones NA If applying Exception 2 to nonperimeter zones adjacent to perimeter zones, indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating NO If applying Exception 3 for DOAS, indicate supply air temperature heating setpoint is <_ 65°F and cooling setpoint is Z 72°F, or method of supply air temperature reset NA C403.4.1.1 Heat pump Indicate staged heating operation with supplementary heat compression as the first stage of heating and supplemental heating controlled with outdoor look -out temperature set to 40OF or less \:\ C403.4.1.2 Deadband Indicate zone thermostatic controls configured with _5°F minimum deadhand for systems that control both heating and cooling NA C403.4.1.3 Setpoint overlap If separate heating and cooling thermostatic restriction control devices are used to serve a zone, (thermostats) indicate locations of both thermostatic control devices and the zone they serve on plans NA Indicate a limit switch, mechanical stop or DDC control with programming to prevent simultaneous heating and cooling NA C403.4.1.4 Heated or cooled Indicate thermostatic controls within heating vestibules or cooled vestibules with a heating setpoint 5 60°F and cooling setpoint Z 85°F; indicate controls are configured to turn off heating when outdoor temperature is > 450F; or note exception applied NA C403.4.1.4 Heated air curtains Indicate controls are configured to turn off air curtain heating when outdoor temperature is > 450F NA C403.4.1.6 Door switches for Where doors open to the outdoors from a HVAC system conditioned space, indicate automatic controls thermostatic control configured to setback the HVAC system(s) when the door is open for > 5 minutes; indicate method of HVAC system setback control (turns off the HVAC system or resets the heating setpoint to 550F and cooling setpoint to 85°F), or exception applied YES C403.4.2 Automatic setback Indicate zone thermostatic controls configured C403.4.2.1 and shutdown with required automatic setback and manual C403.4.2.2 override functions, setback temperatures, and control method (automatic time clock or 7 day programmable controls); note exceptions applied YES C403.4.2.3 Automatic (optimum) Indicate all HVAC systems are provided with start and stop automatic start and stop controls; indicate start controls are configured to adjust the equipment start time as required to bring each area served up to design temperature just prior to scheduled occupancy; indicate stop controls are configured to reduce heating setpoint and increase cooling setpoint by at least 2°F prior to scheduled unoccupied periods NA C403.4.2.4 Exhaust system off- For exhaust systems serving conditioned hour controls spaces in all occupancies other than Group R, indicate method of control and that controls are configured to turn exhaust systems on and off in concert with the ventilation air systems providing their make-up air, or exception applied NA C403.4.2.5 Transfer and For transfer fan or mixing fan systems serving destratification fan conditioned spaces in all occupancies other system off -hour than Group R, indicate method of control and controls that controls are configured to turn fans on and off in concert with the associated HVAC systems, or exception applied NA C403.4.7 Combustion heating For combustion heating equipment other than equipment boilers or radiant heaters with output capacity > 225,000 Btu/h, indicate modulating or staged combustion control NA C403.4.7.1 Combustion decorative vented appliance, combustion fireplace and fire pit controls Indicate controls that are configured to limit operation of combustion appliance, fireplace and fire pit to 5 1 hour without override, or that occupancy sensor controls are provided NA C403.7.4.1 Temperature selpoint For hotels / motels with over 50 guest roomis, controls for Group indicate automatic controls for HVAC R- I guestrooms equipment serving guest rooms are configured to setback (heating) and set-up (cooling) temperature setpoint by at least 4°F when room is unoccupied, and adjust setpint to 60°F (heating) and 80°F (cooling) when room is unrented / vacated: indicate control method - activated by room entry. occupancy sensor or networked guestroom control system NA C403.7.4 2 Ventilation controls Refer to Requirements List section for Group R-1 Ventilation, Exhaust & Energy Recovery guestrooms NA C403.4 9 Thermostatic controls For primary space conditioning systems, C403.4.10 for Group R2 / R3 indicate 5-2 programmable thermostats dwelling units and capable of two setback periods per day; Group R2 sleeping indicate each non -primary system is provided units with at minimum an adjustable thermostat. or exception applied. For all thermostats indicate purpose (heating only, cooling only, or both) and required temperature range: indicate thermostats are configured for at minimum a 5°F deadbaand NA C403.4.11.1 DDC system Provide central and zone level DDC controls C403.4.11.2 applications, controls as required based on system application, C403.4.11.3 and display capacity or size thresholds and other qualification per Table C403.4.11.1 NA Identify all DDC system input / output control points in project documents NA Indicate control capability includes monitoring zone and system level demand for fan pressure, pump pressure, heating and cooling; indicate capability to transfer demand information from zones to air / hydronic distribution system controllers, and to central plant systems and equipment controllers NA Indicate system has the capability for trending and graphically displaying input / output points NA C403.5.1 DX air handler For DX air handlers with cooling capacity 2 variable cooling 65,000 Btu/h, indicate number of cooling control(Located stages provided and method (multiple under Integrated compressors and / or variable speed Economizer Control) compressors); indicate minimum displacement (capacity reduction) as % of full load; indicate thermostats are configured with the same number of cooling stages and displacement Page 9/25 Page 10/25 Page 11/25 Page 12/25 mcgarchitecture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright © 2022 A Project for: Client: 0 N cm C.2oM!� C=L EXPIRES: 09/30/2022 MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title: MECHANICAL COMPLIANCE Sheet #: MO.7 1 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L I F_ RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT _ c 2018 WSEC Requirements for Commercial Buildin s includin Grou R2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All eights reserved _ c 2018 WSEC Requirements for Commercial Buildin s includin Grou R2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved _ c 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved _ c 2018 WSEC Re uirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved The followinginformation is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re requirements in the arY P PP P Yq The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re requirements in the 9 rY ec P PP P Yq The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re requirements in the 9 rY P PP P Yq The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the 9 rY P PP P Y Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate control method (cooling capacity controlled in response to space temperature, space temperature controlled by modulating supply airflow, or both) DUCTWORK, SHAFTS AND PLENUMS YES C403.10.1.1 Duct construction Indicate on plans that all ductwork is MO.3 C403.10.2 constructed and sealed per IMC YES For outdoor air ductwork, also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC YES C403.10.2.1 Duct pressure Identify location of low, medium and high C403.10.2.2 classifications pressure ductwork on plans C403.10.2.3 YES C403.10.2.3 High pressure duct Indicate high pressure duct leakage testing leakage test requirements on plans; provide test results to jurisdiction when completed YES C403.10.1.1 Duct insulation For outdoor air ductwork located within C403.10.1.2 conditioned space (upstream or downstream of shutoff damper), identify climate zone and indicate ductwork insulation R-value per Table C403.10.1.1 on plans; or exception applied YES For supply and return air ductwork located within unconditioned space or outdoors, identify climate zone and indicate ductwork insulation R-value per Table C403.10.1.2 on plans; or exception applied For supply air ductwork located within YES conditioned space, identify on plans if design supply air temperature is < 55°F or > 105°F; indicate ductwork insulation R-value per Table C403.10.1.2 on plans; or exception applied YES For return and exhaust air ductwork located within conditioned space (upstream of the shutoff damper) and downstream of an energy recovery media, indicate ductwork insulation R-value per Table C403.10.1.2; or exception applied YES For exhaust and relief air ductwork located within conditioned space and downstream of the shutoff damper, indicate ductwork insulation R-value per Table C403.10.1.2; or exception applied YES C403.10.1.1 Shaft and plenum For outdoor air shafts and plenums, indicate C402.1.3 insulation on plans that the R-value of insulation on these elements complies with Table C402.1.3 for steel -framed walls PIPING C403.10.3 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches) on hydronic piping plans; or exception applied \ C403.10.3.1 Protection of piping indicate method of protection of pipe insulation insulation from damage / degredation on hydronic piping plans ECONOMIZERS YES C403.5 Air economizer Identify all cooling systems requiring air MO.2 required economizer controls in equipment schedules on plans and in WSEC mechanical equipment compliance reports YES Indicate all systems utilizing air economizer exceptions in WSEC mechanical equipment compliance report, including those with water- side economizer in lieu of air economizer; indicate on plans and in WSEC mechanical equipment compliance reports all eligible exception(s) taken and measures to comply with exception(s) YES C403.4.1 Integrated Indicate air and water -side economizers are C403.5.1 economizer operation configured for partial cooling operation even - air and water where additional mechanical cooling is required to meet the load NA For DX air handlers with single or multiple stages of mechanical cooling; indicate controls are configured with air economizer as the first stage of cooling NA Refer to Requirements List section HVAC Controls for additional requirements for DX air handlers YES C403.5.2 Economizer heating Verify control method of HVAC systems with system impact - air economizers does not increase building and water heating energy usage during normal operation YES C403.5.3.1 Air economizer Indicate modulating outdoor air and return air capacity dampers are configured to provide up to 100% outdoor air for cooling YES C403.5.1 Air economizer Indicate that economizer controls are C403.5.3.2 controls and configured to provide partial economizer integrated operation cooling when additional mechanical cooling is also required to meet the cooling load YES Indicate that control of economizer dampers is not based only on mixed air temperature; or exception applied for systems with cooling capacity 5 65,000 Btu/h YES C403.5.3.3 Air economizer high Indicate high limit shut-off control method C403.5.3.4 limit controls Relief of excess and required high limit per Table C403.5.3.3 Refer to Requirements List section YES outdoor air Ventilation, Exhaust & Energy Recovery YES Indicate relief air outlets are sized and \ C403.2.3 Variable flow For pump motors > 7.5 hp, indicate method configured to relieve excess building air capacity - pumps of variable flow control (VSD or equivalent during air economizer operation to prevent method) in equipment schedule, or exception building over -pressurization applied Indicate relief air outlet are located to avoid HYDRONIC SYSTEMS - CONTROLS YES recirculation into the building C'403.4.3 Boiler sequencing Indicate automatic controls that sequence \ C403.5.4.1 Water economizer For eligible systems where water -side operation of multiple boilers capacity economizer may be provided in lieu of air economizer, indicate system is capable of C403.4.3.2 Two -pipe changeover Indicate changeover deadband is > 15°F 1(X)% design cooling capacity at 50°F db / systems outdoor air temperature; indicate controls are 45°F wb outdoor air temperatures: indicate if configured so that heating / cooling modes are threshold for 100% design cooling capacity active for at minimum 4 hour's before via economizer must be lowered to 45°F db / changeover and that the delta between heating 40°F wb due to dehumidification / cooling supply temperatures at changeover requirements point is NA C403.5.4 2 Water economizer Indicate that the pressure drop across NA C403.4.1.5 Heating water For boilers that provide building heating via maximum pressure precowling coils and heat exchangers in water temperature setback one- or two -pipe systems, indicate controls drop economizer systems do not exceed 15 feet that provide heating water temperature (4572 mm) setback based on outdoor temperature NA C403.5.5 DX equipment For DX air handlers with economizer and N: \ C403.4.4 Hydronic system par For heating and chilled water systems with > economizer fault cooling capacity >_ 54,000 Btu/h, provide a load controls and 300.0M Btu/h output capacity. indicate detection and fault detection and diagnostics (FDD) system supply -water .system controls are configured to diagnostics to monitor economizer system operation and temperature reset automatically reset supply water temperature report faults based upon demand; or exception applied \ Indicate automatic pump flow controls are HYDRONIC SYSTEMS - EQUIPMENT SELECTION & PERFORMANCE configured to reduce system flow rate by > NA C403.3.2.1 Maximum air cooled For chilled water plants and buildings with > 50%. or the maximum allowed by the chiller capacity 5M tons of cooling capacity, indicate air- equipment manufacturer, based upon the cooled chiller capacity is <_ 100 tons, or heating or cooling loads: or decribe why not exception applied required N;\ C403.6.7 Large capacity For buildings > 3M tons of cooling capacity, NA For hydronic systems with output capacity > cooling systems indicate method of multi -stage or variable 300.000 Btt✓h that serve heating water capacity control (VSD, multiple staged systems, chilled water systems and water - compressors• or max capacity of any single coaled unitary air conditioners, indicate that unit pumps are provided with a variable speed drive if one of the following conditions apply: NA C403_2.2 Non-standard water- For water-cooled centrifugal chillers not I) System pump motor hp is > 2 hp and cooled centrifugal designed for operation at standard conditions, pumps arc designed to operate continuously or chillers provide calculations documenting maximum per time schedule; 2) System pump motor hp full load and part load rated equipment is >_ 7.5 hp and pumps are controlled by performance requirements automatic DDC configured to only operate NA C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, pumps when there is a call for zone heating or limitation for chillers provide either multiple step unloading or cooling continuous capacity modulation: indicate NA Where variable speed drives are required, bypass capacity per Table C403.3.3 indicate system is configured so that pump NA C403.4.3 Large capacity boiler For hydronic systems with only a single boiler motor power is <_ 30%r of design wattage at C403.3.4 systems that has > 500,(XX) Btu/h input capacity. 50% of design flow rate; indicate pump flow indicate multi -stage or modulating burner is controlled to maintain one control valve nearly wide open, or to maintain a mimimum NA For boiler system (single or mulltiple) with > differential pressure; or exception applied l.(XX),(XX) Btu/h input capacity, indicate turndown ratio per Table C403.3.4 and method (multiple single input boilem modulating boilers, or combination) Page 13125 Page 14125 Page 15125 Page 16125 --• =!Z! --• ••mi --• •• • • --• •• 1 • 2018 WSEC Requirements for Commercial Bup R2 R3 & R4 over 3 stories &all R1 - Administered by 02021 NEEA All rights reserved 2018 WSEC Requirements for Commercial Buildin s including Group R2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved q 9 9 P Y 9 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved q 9 9 P Y 9 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories &all R1 - Administered b 02021 NEEA All rights reserved q 9 9 P Y 9 The followinginformation is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re uirem requirements in the arY P PP P e Yq e The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re requirements in the 9 rY P PP P Yq The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment re requirements in the 9 rY P PP P Yq The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the 9 rY P PP P Y Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com \ C403.4.6 Hydronic system For individual pumps required to have \ C403.9.1.4 Cooling tower floss For open -circuit cooling towers configured \ e'403.9.2.4. ; PwLc., heat we m erg In spaces cc ith 5 watts per sf year-round \ C403.6.4 VA\� stem .apply indicate controls automatically reset supply variable pump flow variable speed controls, indicate manner of turndown with multiple- or variable -speed condenser cooling loads from lights and equipment. air rc�ct air temperature in response to building loads control pump speed control (differential pressure, water pumps, indicate system is designed so indicate these spaces are served by water- or outdoor air temperature; or exception static pressure setpoint, zone heating or all cells can be run in parallel: indicate method cooled equipment configured for heat applied cooling demand, or based on the relationship of condenser pump turn down control recovery between variable speed controller fequency \ C403.6.5 Multiple -cone VAV For systems with zone level DDC controls, and power) \ C403.9.2.1 Heat recovery for For buildings with 24 hour operation and > \ U these spaces are served by economizer (air system ventilation indicate controls are configured to service water heating 1,500.0M Btu/h of heat rejection capacity or water), indicate automatic controls are optimization controls automatically reduce outdoor airflow in NA C403.4.5 Chiller / boiler plant Indicate controls are configured to and design service hot water load > 250.000 configured to disable economizer operation response to changes in system ventilation pump isolation automatically reduce overall plant flow and Btu/h, indicate condenser heat recovery to pre- while system is in heat recovery mode efficiency; or exception applied shut-off flow through individual chillers and heat service water; or exception applied. boilers when not in use Provide calculations showing the amount of MULTIPLE ZONE AIR SYSTEMS \A C403.6.6 Parallel fan powered Indicate controls automatically activate or recovered heat that is utilized (60% of peak VAV air terminals shut off the air terminal fan based on call for NA C403.4.3.3.1 Water loop heat Indicate method of water loop temperture heat rejection load or pre -heat service water NA C403.6. I Air systems serving Identify supply air systems serving multiple heating and / or ventilation; indicate controls um tern nature control (central plant equipment controls are P P- Pe P'to a AS F). multiple zones zones and the zones they serve on plain: are configured to activate the terminal fan as b deadband configured to provide Z 20'F water supply indicate whether system is VAV and method the first stage of heating prior to activating the temperature deadband between heat rejection NA C403.9 2.2 Steam condensate For buildings with on -site steam heating of primary air control: or provide supporting heating coil: indicate control method of and heat addition modes. or controls are systems heat recovery systems, indicate condensate water heat documentation for applied exception to VAV primary air during warmup or temperature configured for system loop temperature recovery and use of recovered heat \ C403.6.1 VAV air terminal Provide equipment schedules on plans that list Cthack nu ulc optimization NA For buildings that use off -site generated steam primary supply all VAV air terminals and types P rY • PP Y ypc (fan -powered HIGH EFFICIENCY MULTIPLE -ZONE VAV SYSTEMS -EXCEPTION TO C403.3.5 DOAS, MUST COMPLY WITH ALL 15 NA C403.4.3.3.2 Water loop heat Indicate type of cooling tower (open- or where condensate is not returned to the airflow series and parallel air terminals, single duct PROVISIONS TO BE ELIGIBLE pump - heat rejection closed-circuit) in equipment schedule; source. indicate on -site condensate water heat and dual duct air terminals• etc) equipment indicate whether the cooling tower is used recovery NA For each air terminal include: maximum N;\ ('403.6.10.1te Minimum area served Indicate that each high efficiency nwltiple- directly in the heat pump loop or in nu anzoning I d in VAV stems serves an area > 3,(XX) sf g zone s >� conjunction with a separate heat exchanger. NA C403.9. Refrigeration For buildings with food service, meat or deli primary supply airflow rates during zone peak and includes >_ 5 zones indicate method used to limit system heat loss condenser heat departments that have >_ 500,(XX) Btu/h of P heating and zone peak cooling, maximum when heat re ection is not needed I recovery remote refrigeration capacity for coolers / terminal airflow during reheatin recooling or g' b NA C403.6.10. Air economizer Indicates stem is configured for 100% air Y• t freezers. indicate condenser heat recovery and mixing: minimum ventilation airflow rate, and Item 2 economizer operation and complies with all C403.4.3.3.3 Water loop heat For hydronic heat pump systems with foal use of raptured energy (service water heating, the basis for these values; if iMC or ASHRAE related economizer requirements per C403.5 pump - isolation system power > 10 hp, indicate 2-way space heating. or dehumidification reheating) 62.1 multiple zone equation is the basis for (without economizer exceptions) valves isolation valves on each heat pump and or NA Fbuildings with ? 40,OW sf conditioned minimum flow rates, provide this calculation on plans P NA C403.6.I0. Direct digital controls Provide DDC controls For all components of variable flow system control floor area and > I .U(X),000 Btu/h of remote Item 3 (DDC) system per C403.4.1 I (regardless of system y P g y� HEAT REJECTION SYSTEMS - EQUIPMENT SELECTION & PERFORMANCE refrigeration capacity, indicate condenser heat recovery to pre -heat service water; indicate NA C403.6.2 Single duct VAV Indicate single duct terminal units are terminal units configured to reduce primary supply air size); identify all DDC system input / output control points; indicate capability for trending ' C403.9.1.3 Centrifugal fan open- For open -circuit centrifugal fan cooling remaining recovered heat is applied to space before reheating or retooling and graphical display circuit cooling towers towers with > 1.100 gpm capacity, indicate heating or dehumidification reheating cooling towers comply with efficiency NA C403.6.3 Dual duct systems - For systems with separate warns air and cool NA C403.6.10. Supply and outdoor For systems with minimum required outdoor requirements for axial fan open circuit NA C403.9 2.4 Heat recovery for For buildings that operate > 70 hour per week, terminal units air ducts, indicate terminal units are Items 4 and 5 airflow measurement air > 2.5M cfm, provide an airflow cooling tower space heating that are not served by a DOAS with energy configured to reduce the flow from one duct and control monitoring station that is configured to recovery, and have > 1.500,000 Btu/h of heat to minimum before mixing with air from the measure outdoor air intake under all load HEAT REJECTION & RECOVERY - CONTROLS rejection capacity and Z 0.45 cfm per sf of design minimum supply airflow with reheat, other duct NA C403.6.8C40 VAV system static - Indicate locations of duct static pressure conditions. indicate control sequence that increases or reduces outdoor air cfm based on VAV terminal feedback of ventilation C403.9.1.1C Fan speed contmi For each fan powered by an individual motor 403.9.1.2 or array of motors, with total connected fan indicate condenser heat recovery ' is provided for space heating that complies with Sections 3.6.9 pressure sensors and sensors on plans: include at least one sensor efficient (per P C403.6.5 without exceptions) y power >_ 5 hp ( including motor service C403.9.2.4. I or C403.9.2.4.2 or C403.9.2.4.4 DDC set points per major duct branch: verify controller or and DCV (per C403.7. I ) factor), indicate method of automatic fansetpoint pressure at each sensor is <_ 1.2 inch speed control (adjusted based on leaving fluid NA C403.9 2.4.1 Water to water heat Indicate that 90% or more of the total w.g. NA Provide a suppy airflow monitoring station temperature or condenser temperature / C403.9.2.4.4 recovery building space heating and ventilation air that is configured to measure supply air pressure of heat rejection device); verify fan P 1 design loads are served by heat energy N;\ For systems with none level DDC. indicate delivered to VAV terminals under all load selection provides 5 30`I: design wattage at rejected from either a heat recovery chiller or controls are configured to monitor zone conditions 50% design airflow the coding loop of water to water heat pump damper positions and reset static pressure setpoint based on the zone requiring most NA C403.6.I0,ite Zone isolation and Verify maximum area served by a single VAV ` For multiple -cell heat rejection equipment ecl10P°1ent pressure: include control logic that In6 maximum area served system is -.550,000 sf, or one entire floe. with VSD, indicate controls are configured to NA C403.9.2.4.2 Exhaust heat recovery Indicate that waste heat is recovered from automatically detects and generates an alarm whichever is greater: in addition if' a system ramp all fans in unison (not staged on / off least 90% of the total building exhaust airflow if any zone excessively drives reset logic. and serves > 250)0 sf, that includes areas that are operation) such that leaving exhaust air temperature allows building operator to exclude zones expected to be occupied non -simultaneously, while in heat recovery mode is 55 deg F dry from reset logic indicate zone isolation controls per C403.2.1 bulb. note exhaust air systems eligible for exception to this requirement Page 17125 Page 18125 Page 19125 Page 20125 megarchitecture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright © 2022 A Project for: Client: �1 o � �o �U !� EXPIRES: 09/30/2022 MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title MECHANICAL COMPLIANCE Sheet #: M0.8 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1ST PLAN CHECK SUBMITTAL 12.17.21 L_ F_ 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stones &all R1 - Administered b 02021 NEEA All rights reserved q 9 9 P Y The followinginformation is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the rY P PP P Y Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsu ort waener codes.com Q P PPo PP @ 9Y 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For auestions about this reoort. contact WSEC Commercial Technical Su000rt at 360-539-5300 or via email at com.techsu000rtanwaeneravcodes.com 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For auestions about this reoort. contact WSEC Commercial Technical Su000rt at 360-539-5300 or via email at com.techsu000rtanwaeneravcodes.c( C403.6.10_ Interior / exterior Verify that VAV terminals serving interior \ Indicate dedicated cooling systems are \ C403.12.Item Maximum allowable For each single -zone VAV system, provide NA C403.12, Fault detection and Indicate DDC system includes automatic fault Item 7 zone design supply air cowling driven loads are sized per a design configured for 100r/. air economizer 4 system brake calculations that verify total fan system bhp is Item 8 diagnostics detection and diagnostics (FDD) configured temperature supply air temperature that is 5°F higher than operation and comply with all related horsepower 5 90% of the total allowable fan system bhp to monitor operation and provide fault VAV terminals serving exterior zones while in economizer requirements per C403.5 (without per Option 2 equation in Table C403.8.1.1 reporting of all required parameters for all cooling mode economizer exceptions), or heat recovery per HPVAV single -zone air systems NA C403.6.10, Maximum air identify all air terminals with minimum C403.5. Exception 9 NA C403.12, Supply airflow Provide controls that adjust supply airflow Item 5 control bitsed on the heating and cooling loads; EXTERIOR HEATING SYSTEMS item 8 terminal inlet velocity primary airflow setpoints > 50% of maximum \ C403.6.10. Central plant Indicate whether systems are served by a high indicate control sequence that limits minimum and fan power setpoint in mechanical equipment schedule item 14 efficiency efficiency heating water plant. or a high fan speed to 30% of peak design airflow or C403.1 1.1 Heating outside a Indicate systems providing heating in non - for these air terminals indicate inlet velocity efficiency chilled water plant required ventilation during unoccupied mode, building enclosed outdoor occupied spaces are radiant does not exceed 900 fpm whichever is less systems NA If complying via high efficiency heating wafer NA C403.6.I O.Ite Maximum allowable For each multiple -zone VAV system, provide plant: Indicate all VAV terminals have \ C403.12.Item Controls for high For zones > I50 sf with high occupant density Indicate occupancy sensing or timer switch in 8 system brake calculations that verify total fan system bhp is hydronic heating coils served by it heating 6 occupant density (> 25 people / 1000 sf), indicate DCV control controls configured to automatically shut off horsepower 5 90%r of the total allowable fan system bhp water system with either gas -fired boiler(s) spaces that resets ventilation setpoint based on heating system when area served is per Option 2 equation in Table C403.8.1.1 with thermal efficiency (Et) >_ 92%r, air -to- measured CO2: also indicate occupancy unoccupied NA C403.6.10,1te Fan -powered terminal Indicate all series and parallel fan -powered water heat pumps, or heat recovery chillers: indicate hydronic heating coils are sized per a sensor control that automatically reduces minimum ventilation to zero and sets back NA C403.1 1.2 Snow melt systems Indicate automatic controls configured to shut m 9 unit motor and terminals have electronically commutated maximum I _0°F entering water temperature maximum room heating and cooling setpoints by >_ 5°F system when pavement temperature precipitation g exceeds SU°F and no is failing. control motors (ECM); indicate DDC control system during peak demand when space in unoccupied and when outdoor air temperature exceeds is configured to vary air terminal fan speed as a function of the load: indicate fan speed NA If complying via high efficiency chilled water NA C403.12. High efficiency Indicate which system performance option is 40° F during periods of low heating, low cowling. or plant: indicate all VAV air handlers have item 7 system option applied - high efficiency DX cowling and heat C403.11.3 Freeze protection Indicate automatic controls to shut off system ventilation -only mode is 5 66%r of peak cowling coils served by chillers with rated pump or high efficiency gas heating; or system controls when outdoor temperature exceeds 40°F. or design air flow• or provide supporting IPLV efficiency that exceeds WSEC listed heating coils served by a high efficiency conditions protect fluid from freezing documentation for applied exception IPLV by at least 25%r per Table C403.3.2(7) heating water plant; or cooling coils served by ( note water-cooled IPLV is max. all others are high efficiency chilled water plant HVAC EQUIPMENT ENERGY USE METERING NA C403.6.10. Application of single Indicate VAV terminal types on plans: verify min): indicate smallest chiller or compressor Item 10 duct and fan -powered fan -powered terminal units only serve in plant is 5 20%r of the total plant capacity, NA if complying via high efficiency DX: indicate C4W.3.1 HVAC equipment For new buildings > 50,0W sf and building terminal units perimeter zones with envelope loads and or provide thermal storage sized for >_ 20c of full load and part load rated cooling efficiency energy use metering additions > 25,000 sf. veriiy energy use interior zones with high occupant density and total plant capacity exceeds WSEC listed efficiency by at least metering of all equipment used to provide DCV per C403.7.1: verify all other zones are 15%: if heating is supplied by a gas -fired space heating and cooling. dehumidification served b �r s se ed y single duct terminal unit \.� 4( �.10 detection �a DC system s o C )3.( Fault detect nand Indicate D }tom include automatic fault f •t � • t Is furnace, indicate thermal efficiency (E) _ and ventilation will be provided per C409: item 15 diagnostics detection and diagnostics (FDD) configured 90%r: if system is a heat pump, indicate indicate equipment eligible for exception NA C403.6.10, Fan -powered terminal indicate DDC. controls are configured to to monitor operation and provide fault heating efficiency (HSPF or COP) exceeds Item 1 I unit primary air reset automatically reset the primary supply air cfm reporting of all required parameters for all WSEC listed efficiency by at least 10%: DOCUMENTATION AND SYSTEM SPECIFIC REQUIREMENT TO SUPPORT COMMISSIONING (CX) setpoint of all fan -powered terminid units to VAV air handlers and VAV air terminal units control of cooling and heating coil output shall the minimum required to maintain ventilation in the 14PVAV system be configured with a minimum of 2-stages or YES C408.1 Scope of mechanical For buildings with > 240,000 Btu/h total during occupied heating or deadbamd mode, modulating systems output cooling capacity or > 300,000 Btu/h based upon the VAV air handling unit HIGH EFFICIENCY SINGLE -ZONE VAV SYSTEMS - EXCEPTION TO C403.3.5 DOAS, MUST COMPLY WITH ALL 8 PROVISIONS TO commissioning total output heating capacity, indicate that all minimum ventilation air fraction BE ELIGIBLE N. \ If complying via high efficiency heating water mechanical systems regardless of individual plant: indicate hydronic heating coils are capacity are required to be commissioned; or NA C403.6.10,lte Controls for high For zones > 150 sf with high occupant density C403.12, Air economizer Indicate system is cunt igured t or I W`i air served by a heating water system with either provide building heating / cooling capacity m 12 occupant density (Z 25 people / 10()0 sf), indicate zone is Item I economizer operation and complies with all gas -fired boiler(s) with thermal efficiency calculation demonstrating eligibilty for spaces served by a dedicated terminal unit with DCV related economizer requirements per C403.5 (Et) >_ 9217c. air -to -water heat pumps. or heat exception control that resets terminal unit ventilation (without economizer exceptions) recovery chillers; indicate hydronic heating setpoint based on measured CO2; also ' coils are sized r a maximum 120°F entering is YES Indicate that all systems, equipment and indicate occupancy sensor control that )3 controls •i s > C4(..1 _. Direct digital contr I Provide DDC controls for all com rent. c t g � water temperature during peak demand g controls for which the WSEC requires control q automatically reduces minimum ventilation to Item 2 (DDC) system per C403.4.1 I (regardless of system functions and / or configuration to perform zero and sets back room heating and cooling size): identify all DDC system input / output NA if complying via high efficiency chilled water specific functions are included in the Cx setpoints by >_ 5°F when space in unoccupied control points: indicate capability for trending plant: Indicate cowling coils are served by scope and graphical display chillers with rated IPLV efficiency that NA C403.6.10. Dedicated cowling For data centers and server, electronic exceeds WSEC listed IPLV b at least 25c1 y YES C408.1.1 Commissioning Indicate in plans and specifications that Cx item 13 systems serving data equipment, telecom or similar spaces with y gP� NA C403.12,ltem Outdoor airflow For systems with minimum required outdoor per Table C403.3.2(7)(note water-cooled C408.1.4.1 requirements in q per C408 is required for all applicable p q Pp centers and server. design cooling loads > 5 W/sf. indicate spaces g g pi 3 measurement and air >_ 1,000 cfm, provide an airflow IPLV is max, all others are min); indicate construction mechanical systems electronic equipment are served by dedicated cooling systems that control monitoring station that is configured to measure outdoor air intake under all load smallest chiller or compressor in plant is 5 documents YES Include general summary that includes at g arY and telecom spaces are independent of the HPVAV systems serving the rest of building conditions; indicate controls that adjust 20c of the total plant capacity, or provide �,, • ti minimum: narrative description of activites, outdoor air cfm via DCV per C403.7.1 thermal storage sized for > 20 �r. of total plant responsibilities of the Cx team, schedule of P capacity activities including verification of project close out documentation per C 103.6, and conflict of interest plan (if required) Page 21/25 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2021 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For ouestions about this reoort. contact WSEC Commercial Technical Su000rt at 360-539-5300 or via email at com.techsuoDort0waeneravcodes.com YES Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.1) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical C408.1.2.2 Functional inspection. Identify in plans and specifications the YES performance testing intended operation of all equipment and criteria controls during all modes of operation, including interfacing between new and Air system and existing -to -remain systems Indicate in plans that air and fluid flow rates YES C408.2.2 hydronic system shall be tested and balanced within the balancing tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses, then adjusted to meet design flow conditions YES C408.2.2.1 Air system balancing Indicate devices that provide the capability to devices balance all supply air outlets, zone terminals and air handling equipment requiring system balancing \ C408.2.2.2 Hydronic system Indicate devices that provide the capability to balancing devices isolate, balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps; or exception applied PROJECT CLOSE OUT DOCUMENTATION YES C103.6 Documentation and project close out submittal requirements Indicate in plans that project close out M0.3 documentation and training of building operations personnel is required for all mechanical components, equipment and systems governed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC mechanical equipment compliance reports and calculations Page 25/25 Page 22125 1 Page 23/25 1 Page 24/25 megarchitecture. com �1 o C.3occ �U Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright © 2022 A Project for: Client: EXPIRES: 09/30/2022 (D Z 0 � J co O � N o gJLL C) a OJa� LU�� C\Jw w2mLL � = C� MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title MECHANICAL COMPLIANCE L_ Sheet #: M0.9 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1ST PLAN CHECK SUBMITTAL 12.17.21 F_ GENERAL NOTE'a UBMITTED 16/2022 1. MECHANICAL CONTRACTOR IS REStMLMR) 15ff ,UIWAIDN PRIOR COMMENCEMENT OF WORK, AND ��LT1T�SCREPAN CY. 2. CONTRACTOR MUST VERIFY ALL CLEARANCES AND DIMENSIONS IN FIELD. 3. COORDINATE DUCT ROUTING WITH PIPING, CONDUITS AND STRUCTURAL MEMBERS. OFFSET AS REQUIRED. 4. EXHAUST OUTLET TO BE MIN. 10 FEET AWAY FROM ALL BUILDING OPENINGS & OUTSIDE AIR INTAKE. 5. SUPPLY AND RETURN AIR PLENUMS SHALL BE INTERNALLY INSULATED. KEY NOTES (D 20"x18" SA & 29"x11" RA DUCTS DIN FROM RTU ON ROOF WITH 1" ACOUSTICAL LINING. PLENUMS TO TERMINATE 24" BELOW ROOF. 1 2 3 2. DUCT SMOKE DETECTOR AT RETURN AIR DUCT TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. i 3. WALL -MOUNTED ELECTRIC HEATER. i I i i 4. WALL MOUNTED THERMOSTAT AT 48" AFF. PROVIDE 100 FT. OF COILED WIRING. THERMOSTAT TO BE RELOCATED BY FUTURE TENANT. i 3 EH ! I 1 � I 0 ---------------------- 0 NOTES I SCALE I_ NTS ... .''an rirh; tecture. com Seal: AC I ES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright © 2022 A Project for: Client: EXPIRES: 09/30/2022 (D Z 0 C/)CIO J O � N o gJLL a OJa� UW�� C\Jw w2mLL � = C� MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title Sheet #: MECHANICAL FLOOR PLAN M2.0 L W MECHANICAL ROOF PLAN SCALE 1 KEY PLAN SCALE _ 1 /8" =1 '-0" NTS (D MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1ST PLAN CHECK SUBMITTAL 12.17.21 F- GENERAL -ROTES 1. MECHANICAL CONTR-Af ,R I®LtET9,IL01 Y INVESTIGATION PRIOR COMMENCEMENT OF ANY DISCREPANCY. 2. COORDINATE DUCT ROUTING WITH PIPING, CONDUITS AND STRUCTURAL MEMBERS. OFFSET AS REQUIRED. 3. EXHAUST OUTLET TO BE MIN. 10 FEET AWAY FROM ALL BUILDING OPENINGS & OUTSIDE AIR INTAKE. KEY NOTES O 2 3 1. NEW PACKAGED GAS/ELECTRIC ROOFTOP UNIT ON 8" HIGH ROOF CURB. ------------------ G) I NOTES I SCALE _ NTS mcgarchitecture. com c c3 A c3 o o cc Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright © 2022 EXPIRES: 09/30/2022 A Project for: (D Z 0 C/)co J O � N o gJLL a OJa� UW�� C\Jw w2mLL � = C� Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title Sheet #: MECHANICAL ROOF PLAN M3.0 L I MECHANICAL ROOF PLAN SCALE 1 KEYPLAN SCALE _ 1 /8" =1 '-0" NTS (D MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1ST PLAN CHECK SUBMITTAL 12.17.21 F_ OUTSIDE AIR HOOD ROOFTOP UNIT AS SCHEDULED SUPPLY OR RETURN NOTE: RESU ITT AIR & WATERTIGHT PENETRATION, TYP. AIR DUCT INSTALLATION OF CURB INCLUDING LEVELING BY GENERAL 3 16 022 1l4" SCREWS (TYP.) GASKET (SUPPLIED CONTRACTOR. FLASHING &COUNTER FLASHING BY G.C. W/CURB) CD SEE PLUMBING p RTU CITY OF E L WAY N O TPO ROOFING COMMUNI D LOPMENT O ROOF UP OVER CURB 4" s � FACTORY CURB W/BRACKET �s FACTORY ROOF CURB 3 3/4" D 3 s NAIL 1/4" SCREWS (TYP.) ;s>s ROOF STRUCTURE f ;s COUNTER FLASHING &CANT STRIP BY ROOFING CONTR. FOUR BRACKETS REQUIRED PER UNIT STRUCTURE REINFORCEMENT CURB TPO ROOFING CURB FRAMING SMOKE DETECTOR IN RETURN AIR DUCT 1/2"0 x 4" LAG SCREW AT EACH CORNER OF UNIT. MIN. @ CONDENSATE DRAIN REFER TO PLUMBING REFER TO MECH PLAN FOR DUCT SIZES, TYP. 32" OC AT SIDES. DRAWINGS RIGID INSULATION 4"x6" BLOCKING, REFER TO BY ROOFING CONTR. STRUCTURAL DWGS FOR MORE INFO. NOT USED 14 NOT USED ROOF CURB ATTACHMENT DETAIL 7 ROOFTOP UNIT DETAIL A NOT TO SCALE NOT TO SCALE NOT USED 13 NOT USED 9 NOT USED 6 NOT USED 3 TURN VANES -SEE DETAIL THIS SHEET RECTANGULAR DUCT SLOPE NOT TO EXCEED INSTALLATION NOTES \` 1" IN 4"ROUND DUCT 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. rELS 2. DUCTS SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND USE THIS DESIGN = � WHERE SQUARE 90° MATERIAL SHOWN IN THE SCHEDULE ON THESE DRAWINGS. ELS ARE SHOWN ON TYPICAL RECTANGULAR TO ROUND TRANSITION 3. THE DIMENSION SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE "W" PLANS OR IF SPACE THE WIDTH FIRST AND THEN THE HEIGHT. 0° CONDITIONS DO NOT PERMIT INSTALLATION 4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY 1 1 SLOPE NOT TO EXCEED FLOOR. DETAIL OF TURN VANES 1" IN 4" 5. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS ROUND 90° ELBOW SQUARE 90° ELBOW TO PREVENT TURBULENCE. 6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION OF 90° ELBOWS TYPICAL RECTANGULAR TRANSITION CONSTRUCTION IN AN APPROVED MANNER. 7. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL TURN VANESf_VrRO AS POSSIBLE. SEE DETAIL 8. INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555. THIS SHEET 9. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER MAIN MAIN EQUIPMENT INSTALLED IN THE DUCT. 1 112W AIR AIR 10.DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10 E THIS DESIGN WHERE FLOW FLOW PERCENT WHEN OBSTRUCTIONS CANNOT BE AVOIDED, AND WI USE THIS DESIGN UND 45° ELBOWS ARE THEN A STREAMLINED FITTING SHOULD BE USED. WHERE ROUND 45°OWN ON PLANS TURN VANES -SEE BRANCH W BRANCH 11. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE ELBOWS ARE SHOWN SIGHT GLASS WITH DETAIL THIS SHEET „W„ USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND ON PLANS MOISTURE INDICATOR AIR HANDLING UNITS. SQUARE BRANCH TAKEOFF ROUND BRANCH TAKEOFF 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED ROUND 45° ELBOW SQUARE 45° ELBOW SECURELY AND MADE AIR TIGHT. CONSTRUCTION OF 45° ELBOWS CONSTRUCTION OF BRANCH TAKEOFFS FROM MAIN NOT USED 12 NOT USED 8 DUCT CONSTRUCTION DETAIL 2 NOT TO SCALE DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES RECTANGULAR DUCTS MAXIMUM SIZE STEEL ALUMINUM (INCHES) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) THROUGH 12 0.022 INCH (26 GAGE, GALV.) 0.020 INCH (NO. 24 B&S GAGE) 13 THROUGH 30 0.028 INCH (24 GAGE, GALV.) 0.025 INCH (NO. 22 B&S GAGE) 31 THROUGH 54 0.034 INCH (22 GAGE, GALV.) 0.032 INCH (NO. 20 B&S GAGE) 55 THROUGH 84 0.040 INCH (20 GAGE, GALV.) 0.040 INCH (NO. 18 B&S GAGE) OVER 84 0.052 INCH (18 GAGE, GALV.) 0.051 INCH (NO. 16 B&S GAGE) ROUND DUCTS SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT FITTINGS MAXIMUM SIZE STEEL STEEL STEEL (INCHES) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) THROUGH 12 0.019 INCH (28 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 13 THROUGH 18 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 19 THROUGH 28 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 29 THROUGH 36 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 37 THROUGH 52 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) mcgarchitecture.com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: EXPIRES: 09/30/2022 (D Z C/) J CY) C/) 0 0 00c)) gJLL a OJa� UW�� C\Iw w2�� = C� 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: MV Reviewed By: CD Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title MECHANICAL DETAILS NOT USED 4 NOT USED 5 SHEET METAL GAGES NOT TO SCALE NOT TO SCALE NOT TO SCALE 2ND PLAN CHECK SUBMITTAL 03.XX.22 Sheet #: M6.0 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 1 ST PLAN CHECK SUBMITTAL 12.17.21 L I F_ LIGHTING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER LAMP VOLTS WATTS NOTES (SEE BELOW) SIGNTEX LIGHTING: UNV GC/EC TO CONFIRM THE MANUFACTURER M1 EMERGENCY LIGHT LED 10W MUE-BB-10-= W-2HT-DG-_ 120-277V AND MODEL WITH ARCHITECT. LITHONIA LIGHTING: UNV GC/EC TO CONFIRM THE MANUFACTURER M2 EMERGENCY LIGHT LED 12W AFF_UVOLT-LTP-SDRT-FCT_ 120-277V AND MODEL WITH ARCHITECT. MOUNT ROUND LED, LITHTOLIER: UNV GC/EC TO CONFIRM THE MANUFACTURER OSURFACE A LED 23W 220OLM, ELV DIMMING S10R-8_K-22-W 120-277V AND MODEL WITH ARCHITECT. STRIP SURFACE MOUNT LIGHT, LITHONIA LIGHTING: UNV GC/EC TO CONFIRM THE MANUFACTURER O21 LED 15W 90MIN BATTERY BACK UP ZL1N-L24-SMR-150OLM-FST-MVOLT-40K-80CR1-WH 120-277V AND MODEL WITH ARCHITECT. LITHONIA LIGHTING: UNV GC/EC TO CONFIRM THE MANUFACTURER CO 41 LINEAR FIXTURE WITH BUILT-IN MOTION SENSOR LED 18W FEM-L48-LPACL-WDD-MVOLT-GZ10-35K-80CRI-_-SBOR10 120-277V AND MODEL WITH ARCHITECT. EXIT SIGN, WITH 90-MIN EMERGENCY BATTERY BACKUP AND LITHONIA LIGHTING: UNV GC/EC TO CONFIRM THE MANUFACTURER OLED LED 1W SELF -DIAGNOSTICS EDGR-1/2-RW/W-EL-SD 120-277V AND MODEL WITH ARCHITECT. NOTES: 1. ALL FIXTURES AND LAMPS ARE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR, UON. SUBMIT PRODUCT DATA FOR ARCHITECT REVIEW AND APPROVAL PRIOR TO PURCHASE. 2. PROVIDE ALL VOLTAGE TRANSFORMERS AND OTHER COMPONENTS REQUIRED TO DELIVER A COMPLETE AND OPERABLE SYSTEM. 3. ALL FINISHES AS PER ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR MOUNTING INFORMATION. 4. ALL EMERGENCY LIGHT ARE TO BE WIRED AHEAD OF LOCAL SWITCH AND LIGHTING CONTROL PANEL TO PROVIDE UNINTERRUPTED POWER. LIGHTING FIXTURE CATALOG NUMBERS ARE SERIES TYPE ONLY. PROVIDE TRIMS, BALLASTS, MOUNTING EQUIPMENT, FITTINGS AND LAMP AS REQUIRED BY THE SPECIFICATIONS AND PROJECT CONDITIONS FOR A COMPLETE INSTALLATION. THIS IS NOT A STANDALONE SCHEDULE AND FIXTURES MUST INCORPORATE ALL WORK INDICATED OR IMPLIED THROUGHOUT THE DRAWINGS AND SPECIFICATIONS. SUBSTITUTION DEFINITIONS: OR EQUAL = EQUAL OR SUPERIOR TO SPECIFIED IN ALL RESPECTS WILL BE ALLOWED. ENGINEERS PRE -BID APPROVAL IS NOT REQUIRED. RPOPOSED EQUAL FIXUTES ARE SUBJECT TO REVIEW DURING THE STANDARD SUBMITTAL PROCESS. NO EQUAL = PROVIDE SPECIFIED FIXTURES. SUBSTITUTIONS ARE NOT ALLOWED. SUBJECT TO REVIEW = EQUAL OR SUPERIOR TO SPECIFIED IN ALL RESPECTS MAY BE ALLOWED ONLY WITH ENGINEERS APPROVAL. ALL SUBSTITUTIONS MUST BE SUBMITTED AS REQUIRED BY SPECIFICATIONS AND ACCOMPANIED WITH POINT BY POINT LIGHTING CALCULATION. DETERMINATION OF EQUAL IS ENGINEER'S SOLE DISCRETION. CALCULATED LIGHTING FOOTCANDLE LEVELS ARE BASED ON THE UTILIZATION OF STANDARD REFLECTANCES OF 50-30-20 (CEILING -WALL -FLOOR) PER I.E.S. (ILLUMINATED ENGINEERING SOCIETY). THE ROOM SURFACES ARE USED AS AS INTEGRAL COMPONENTS OF THE LIGHTING SYSTEM. THE REFLECTANCE OF THE SURFACE PAINT COLOR MATERIAL, AND OTHER ROOM SURFACES, DIRECTLY AFFECTS THE DELIVERY OF LIGHT TO THE WORK PLANE. A SIGNIFICANT DROP IN OVERALL LIGHTING LEVELS WILL OCCUR IF REFLECTANCES ARE LOWRED. THE ARCHITECT/OWNER SHALL NOTIFY THE ENGINEER IMMEDIATELY IF FINISHES DO NOT FALL INLINE WITH THE REFLECTANCES MENTIONED ABOVE. GENERAL NOTES 1. CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES. WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: A. 2020 NATIONAL ELECTRICAL CODE B. BUILDING CODE C. FIRE CODE E. STATE ENERGY CODE F. LOCAL UTILITY COMPANIES ANY OTHER LOCAL CODES, ORDINANCES AND JURISDICTIONS 2. ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION. 3. ALL SINGLE AND GANGED PLATES SHALL BE THERMOPLASTIC AND SHALL MATCH THE DEVICE IN COLOR. COORDINATE DEVICE COLOR WITH THE ARCHITECT PRIOR TO INSTALLATION. GANG DEVICES AT GROUP LOCATIONS UNDER A SINGLE COVER PLATE. 4. THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL OF THE ARCHITECTURAL DETAIL OR SPECIFICS OF ELECTRICAL CONSTRUCTION. TAKE ALL DIMENSIONS FROM THE ARCHITECTURAL DRAWINGS. PRIOR TO ROUGH -IN, CONTRACTOR TO REVIEW ALL SUBMITTALS OF EQUIPMENT PROVIDED BY OTHER TRADE AND MAKE NECESSARY ADJUSTMENTS. 5. ALL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A MINIMUM OF 24" OF WEATHERPROOF FLEXIBLE CONDUIT TO PREVENT SOUND AND VIBRATION TRANSMISSION TO THE STRUCTURE. 6. COORDINATE ALL MOTOR OVERLOADS AND/OR FUSES FURNISHED BY THIS CONTRACT WITH THE ACTUAL EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON MOTOR NAMEPLATE FULL LOAD CURRENT AND SERVICE FACTOR. FUSES FOR MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUAL ELEMENT. FUSES FOR OTHER "NON -INRUSH" LOADS SHALL BE FAST ACTING. ALL FUSES SHALL BE CURRENT LIMITING CLASS RK5 OR CLASS L UNLESS OTHERWISE NOTED. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. 7. GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND TOGETHER ALL EQUIPMENT, RACEWAYS, MOTORS, PANELBOARDS AND SWITCHBOARDS, ETC. IN ACCORDANCE WITH NEC ARTICLE 250. BONDING OF ALL INTERIOR METAL PIPING SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250 AS FOLLOWS: A. ALL INTERIOR METAL WATER PIPING SHALL BE BONDED TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH NEC ARTICLE 250. B. INTERIOR METAL PIPING THAT MAY BECOME ENERGIZED (i.e. GAS PIPING, ETC.), SHALL BE BONDED TO ONE OR MORE GROUNDING ELECTRODES USED. THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH NEC ARTICLE 250, USING THE RATING OF THE CIRCUIT THAT MAY ENERGIZE THE PIPING SYSTEM. C. INTERIOR METAL PIPING SYSTEM SEPARATED BY A PLUMBING EQUIPMENT (I.E. METER, WATER HEATER) SHALL BE PROVIDED WITH A BONDING JUMPER SIZED PER NEC ARTICLE 250. ALL GROUNDING ELECTRODE INSTALLED IN THE BUILDING (SINGLE OR MULTIPLE SERVICES) SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING ELECTRODE SYSTEM 8. CONDUCTOR PENETRATION OF FIRE RATED PORTIONS OF A STRUCTURE SHALL BE EFFECTIVELY SEALED AND SLEEVED WITH STEEL FLEX 3 FEET EACH SIDE OF THE PENETRATION, OR OTHER APPLIED METHODS. 9. RECESSED LIGHT FIXTURES INSTALLED WHERE THERE ARE INSULATION IS REQUIRED TO BE I.C. RATED. ALL LIGHT SWITCHES NOT WITHIN SIGHT OF THE LUMINAIRES SHALL BE EQUIPPED WITH A PILOT LIGHT, EVEN IF NOT SHOWN IN THE DRAWINGS. CONTRACTOR TO PROVIDE ALL REQUIRED SEISMIC SUPPORT WIRES FOR THE LIGHTING FIXTURES. PENDANT FIXTURES SHALL BE PROVIDED WITH SEISMIC SUPPORT WIRES SO AS NOT TO HIT ANYTHING ON A 45 DEGREE SWING AND AS REQUIRED NY THE AHJ. 10. ALL EQUIPMENT SHALL BE UL LISTED AND SHALL BE INSTALL AS PER THEIR LISTINGS. INSTALLATION INSTRUCTION FOR ALL UL LISTED EQUIPMENT SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AT THE TIME OF INSPECTION. ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION. ALL RECEPTACLES SHALL COMPLY WITH THE LATEST EDITION OF THE N.E.C., EVEN IF NOT SPECIFICALLY IDENTIFIED IN THE DRAWINGS (GFCI, WEATHER RESISTANT, ETC.) 11. CONTRACTOR TO SUBMIT LOAD SUMMARY (SERVICE CARE SHEET) TO THE ELECTRIC UTILITY COMPANY FOR COORDINATION TO THE EXISTING SERVICE LATERAL/ENTRANCE CONDUCTOR AND ASSOCIATED UTILITY TRANSFORMER. 12. STRUCTURAL STEEL FIREPROOFING THAT WERE DAMAGE DURING CONSTRUCTION SHALL BE PATCH AND REPAIR BY THIS CONTRACTOR. 13. GENERAL CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE SUBMITTING BID. 14. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 15. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR BOTH ROUGH AND FINAL UNDER -WRITERS OR OTHER APPROVED INSPECTION AGENCY CERTIFICATES "ELECTRICAL INSPECTION". THESE CERTIFICATES SHALL BE PRESENTED WITH REQUEST FOR FINAL PAYMENT. 16. IT IS THE INTENT OF THESE PLANS TO PROVIDE A COMPLETE OPERATING ELECTRICAL SYSTEM. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL WIRING, EQUIPMENT, MATERIAL. ETC. REQUIRED, EXCEPT WHERE SPECIFICALLY NOTED AS BEING FURNISHED BY OTHERS. SHOULD THERE BE ANY QUESTIONS CONCERNING RESPONSIBILITY, THEY SHALL BE ADDRESSED TO ARCHITECT PRIOR TO BID. NO EXTRA CHARGES WILL BE ALLOWED. 17. ELECTRICAL SERVICE SHALL BE COORDINATED WITH THE EXISTING FIELD CONDITIONS. 18. CONSULT WITH CONTRACTORS FURNISHING HVAC EQUIPMENT TO VERIFY LOADS AND SECURE EXACT LOCATIONS (REFER TO HVAC DRAWINGS). WIRE AND CONNECT TO ALL HVAC EQUIPMENT. INCLUDING CONTROLS AND THERMOSTATS. 19. CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL CONTROLS, OWNER -SUPPLIED EQUIPMENT, MECHANICAL AND PLUMBING EQUIPMENT AS REQUIRED. 20. CIRCUIT NUMBER ON THE DRAWINGS ARE FOR IDENTIFICATION ONLY AND DO NOT INDICATE THE POSITION ON THE PANEL BOARD. CONNECT THE CIRCUITS WITH THE LIGHTEST LOADS AND THE RECEPTACLE CIRCUITS NEAR THE TOP OF THE PANEL, AND THE MORE HEAVILY LOADED CIRCUITS NEAR THE BOTTOM. BALANCE ALL CIRCUITS EVENLY BETWEEN PHASE SO THAT FEEDER WIRES CARRY APPROXIMATELY EQUAL CURRENT. ALL PHASES MUST BE BALANCED WITHIN 10% OR LESS. G.C. SHALL REBALANCE IF NECESSARY. 21. BRANCH CIRCUIT CONDUCTORS SHALL NOT BE LESS THAN NO. 12AWG. THE INSULATION SHALL BE COLOR CODED. AND SHALL BE 600 VOLT. TYPE THHN/THWN COPPER. 22. CABLES IN HIGH TEMPERATURE AREAS SHALL HAVE INSULATION TYPE SUITABLE FOR THE TEMPERATURE. CABLES USED IN SPACES FOR ENVIRONMENTAL AIR SHALL CONFORM WITH APPLICABLE N.E.0 REQUIREMENTS. 23. ALL WIRING USED IN RETURN OR DISCHARGE AIR PLENUMS SHALL BE PLENUM RATED OR INSTALLED PER METHODS APPROVED BY THE LATEST EDITION OF THE N.E.C. FOR SUCH APPLICATION. 24. BRANCH CIRCUITS FOR POWER AND LIGHTING SHALL NOT BE LESS THAN #12 AWG. OR AS NOTED. WIRES ARE TO BE SIZED FOR THE APPROPRIATE VOLTAGE DROPS. 25. ALL EQUIPMENT AND LIGHT FIXTURES WIRING SHALL NOT BE LESS THAN #12 AWG TYPE SFF-2. AND FLEXIBLE CORDS SHALL NOT BE LESS THAN #12 AWG TYPE S. 26. CONTROL WIRING SHALL NOT BE LESS THAN #14 AWG UNLESS OTHERWISE NOTED. 27. HOMERUNS SHOWN ARE SCHEMATIC. CONTRACTOR MAY ORIGINATE HOMERUNS FROM DIFFERENT LOCATIONS. ALL WIRE INCLUDING HOMERUNS SHALL BE DELINEATED ON AS -BUILT DRAWINGS. 28. ALL CONDUITS PASSING THROUGH PARTITIONS ARE TO BE APPROPRIATELY SLEEVED AND SEALED. 29. ALL SLAB PENETRATIONS SHALL BE INSTALLED AND FIRE RATED PER NATIONAL STATE AND LOCAL CODES. 30. DO NOT MAKE ANY CHANGES OR SUBSTITUTIONS WITHOUT SPECIFIC WRITTEN APPROVAL FROM THE ARCHITECT OR ENGINEER. 31. GUARANTEE ALL WORK, MATERIAL AND EQUIPMENT FOR A PERIOD OF ONE YEAR FROM THE DATE OF APPROVAL AND FINAL ACCEPTANCE. 32. THIS DESIGN IS BASED ON INITIAL DESIGN DATA. GENERAL CONTRACTOR TO SUPPLY AND INSTALL FEEDERS, FUSES AND CIRCUIT BREAKERS TO MATCH THE NAMEPLATE RATING OF ALL EQUIPMENT. THIS SHALL BE INCLUDED IN THE INITIAL BID PROPOSAL AND NO EXTRAS SHALL BE ENTERTAINED. 33. THE G.C. SHALL PROVIDE ALL EQUIPMENT. MATERIALS AND LABOR TO COMPLETE ALL ELECTRICAL WORK IN A NEAT AND WORKMANLIKE MANNER AND IN ACCORDANCE WITH GOOD COMMERCIAL PRACTICE INCLUDING THE INSTALLATION OF ALL THE EQUIPMENT MATERIALS AND SYSTEMS AND THE FINAL CONNECTIONS TO THE OWNER'S EQUIPMENT AND FIXTURES AS REQUIRED BY THE OWNER. THE G.C. SHALL ALSO FURNISH TEMPORARY WIRING AND LIGHTING TO PROVIDE A MINIMUM OF 25 FC IN WORK AREAS FOR USE OF ALL THE TRADES DURING CONSTRUCTION AND THE INSTALLATION OF THE OWNERS FIXTURES. THE G.C. IS RESPONSIBLE TO REMOVE ALL TEMPORARY WIRING UPON COMPLETION OF CONSTRUCTION OF ALL TRADES. 34. G.C. SHALL LABEL ALL JUNCTION BOX, OUTLETS, LIGHT SWITCH, ETC. WITH CIRCUIT NUMBER ON INTERIOR OF COVER PLATE. 35. G.C. SHALL PROVIDE ALL TEMPORARY LIGHTING FOR ALL TRADES AS REQUIRED DURING CONSTRUCTION. 36. GENERAL CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AND SUPPORTS FOR ALL FLOOR AND CEILING MOUNTED ELECTRICAL EQUIPMENT TO RESIST EARTHQUAKE EFFECTS DETERMINED IN ACCORDANCE WITH THE BUILDING CODE. 37. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL SUPPLEMENTARY SUPPORT, INCLUDING SUPPORT STEEL AS REQUIRED TO HANG ALL EQUIPMENT AND LIGHTING FROM THE EXISTING STRUCTURE IN ACCORDANCE WITH THE ARCH ITECTURAUSTRUCTURAL SUPPORT AND LOADING CRITERIA. 38. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE FULLY DIMENSIONED COORDINATION DRAWINGS FOR ALL OF HIS RESPECTIVE WORK. THESE DRAWINGS MUST BE FULL COORDINATED WITH ALL EXISTING CONDITIONS. ALL HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL, LIGHTING, STRUCTURAL AND ARCHITECTURAL SYSTEMS PRIOR TO PREPARING COMPOSITE MULTI DISCIPLINE COORDINATION DRAWINGS. 39. ALL DISCONNECTING MEANS AND EQUIPMENT INDICATED ON THE DRAWING SHALL BE IDENTIFIED BY NAMEPLATE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 110-22. 40. ALL WIRING FOR THE EMERGENCY LIGHTING AND EMERGENCY SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE ARTICLE 700. 41. THE WIRING METHODS AND MATERIALS INDICTED IN THE SPECIFICATIONS AND ON THE DRAWINGS SHALL BE INSTALLED AND CONNECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE ARTICLE 300. 42. THE ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM AS INDICATED ON THE RISER DIAGRAM AND MATERIALS INDICATED IN THE SPECIFICATIONS SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE ARTICLE 230. 43. ALL OVER CURRENT PROTECTION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE SECTION 240. 44. ALL GROUNDING REQUIREMENTS OF THE COMPLETE ELECTRICAL DISTRIBUTION SYSTEM AND AS INDICATED IN THE SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ARTICLE 250. 45. PRIOR TO ANY REQUIRED CUTTING AND PATCHING OF CONCRETE FLOOR AND/OR CUTTING OF ROOF CONTRACTOR SHALL COORDINATE WITH BUILDING ENGINEER. SEAL ALL EXTERIOR AND FIREWALL PENETRATIONS. 46. FOR ALL LIGHTING FIXTURES MOUNTED IN HUNG CEILING THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL INDIVIDUAL SUPPORT AT EACH CORNER OF RECESSED LIGHTING TROFFER CONNECTED TO BUILDING STEEL ABOVE ALL CONDUIT AND MC CABLE MOUNTED ABOVE HUNG CEILING SHALL BE INDIVIDUALLY SUPPORTED IN THE SAME FASHION AS PER NEC REQUIREMENTS. 47. NO "DOUBLING UP" ON CIRCUIT BREAKERS OR CONDUCTOR SPLICES WITH IN PANEL BOARDS SHALL BE PERMITTED. THE CONTRACTOR SHALL PROVIDE JUNCTION BOXES ADJACENT TO PANELBOARDS AS REQUIRED TO SPLICE COMMON CIRCUITS CONNECTORS. 48. DO NOT SCALE FROM THESE DRAWINGS. 49. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUITS NUMBERS. PROVIDE AND INSTALL ALL CONDUITS. CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM (HOME RUN SHOWN). BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND N.E.C. 50. NATIONALLY RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH NEC ART. 110.3. 51. ALL CONDUITS SHALL MAINTAIN FIVE (5) FEET CLEARANCE IN FRONT OF HVAC SUPPLY AND RETURN. 52. CONTRACTOR TO PROVIDE CONDUIT EXPANSION COUPLINGS AND BONDING JUMPERS WHERE REQUIRED. REFER TO STRUCTURAL DRAWINGS FOR EXPANSION JOINT LOCATION. 53. PROVIDE IDENTIFIED HANDLE TIES FOR ALL MULTI -WIRE BRANCH CIRCUITS PER NEC 210.4(B). 54. VERIFY ALL DEMOLITION WORK REQUIRED BY THE LANDLORD WITH LANDLORD'S REPRESENTATIVE PRIOR TO BID. 55. THE WORKING SPACES ABOUT THE ELECTRICAL EQUIPMENT SHALL BE MAINTAINED PER NEC 110.26(A). THE DEDICATED EQUIPMENT SPACE SHALL BE MAINTAINED PER NEC 110.26(E). 56. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. LEGEND SYMBOL ABBREVIATION DESCRIPTION a 20A, l20/277\Pa8UJ9ff l /EQASE LETTER INDICATES SWITCHLEG CONTROLLED BY SWITCH. PROVIDE ONE PER SWITCHLEG. $TM TIMER SWIT il G4APdA,14 $T HOUPP?ffRMEDFEREi LH VNA1YfERMAL OVERLOADS. ETC K001241=11MYG TE11MVEMOMMUTE. DUPLEX RECEPTACLE, 20A, 120V, GFCI. MOTOR OUTLET AND FLEX CONNECTION TO MOTOR. O METER, METER SOCKET. 0 o CIRCUIT BREAKER. -41ll- GROUNDING ELECTRODE SYSTEM: UFER, GROUND ROD, U.G. WATER PIPE, STRUCTURAL STEEL. C!gb PANELBOARD. A AMPERE AIC AMPERE INTERRUPTING CAPACITY AFF ABOVE FINISHED FLOOR AWG AMERICAN WIRE GAUGE C CONDUIT CEC CALIFORNIA ELECTRICAL CODE CU COPPER D ONE WAY DISTANCE OF FEEDER OR BRANCH CIRCUIT (E) / (N) / (RL) EXISTING / NEW / RELOCATED EM EMERGENCY GFI GROUND FAULT INTERRUPTER G,GND GROUND HP HORSEPOWER ISC SHORT CIRCUIT CURRENT MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY NL NIGHT LIGHT P POLE PH PHASE PROVIDE FURNISH, INSTALL, CONNECT (R) / (RR) REMOVE / REMOVE AND RELOCATE RMC RIGID METAL CONDUIT S.A.D. SEE ARCHITECTURAL DRAWINGS S.M.D. SEE MECHANICAL DRAWINGS UON UNLESS OTHERWISE NOTED V VOLTS VA VOLT AMPERE VD VOLTAGE DROP WP WEATHERPROOF +42 SUBSCRIPT LOCATED NEXT TO THE DEVICE MEANS 42"AFF TO CENTER OF DEVICE SHEET INDEX DWG NO. DRAWING TITLE E0.0 ELECTRICAL GENERAL INFORMATION E0.1 ELECTRICAL SPECIFICATIONS E0.2 ELECTRICAL COMPLIANCE FORMS E2.0 ELECTRICAL SITE LIGHTING PLAN E3.0 ELECTRICAL POWER AND LIGHTING PLAN E4.0 ELECTRICAL ONE -LINE DIAGRAM AND SCHEDULES -y a rchitecture. com CD bi c c2 cm o z o � c2 Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright©2022 A Project for: Client: EXPIRES: 09/30/2022 Z Cn J 0 gJLL a OJa� UW0� �w w2co� = C� MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: Z.C. Reviewed By: T-M. Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title ELECTRICAL GENERAL INFORMATION L_ Sheet #: EO.0 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 F_ PART 1: GENERAL 1.01 SCOPE OF WORK A. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS, TRANSPORTATION, SUPERINTENDENCE AND SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE CONTRACT DOCUMENTS, DRAWINGS, AND/OR SPECIFIED HEREIN. ALSO INCLUDE ALL OTHER WORK AND MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED, BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION INCLUDING ALL ACCESSORIES AND APPURTENANCES REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE, AND READY FOR OPERATION. 1.02 REGULATORY REQUIREMENT A. CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES. WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSHA). 2. 2020 NATIONAL ELECTRICAL CODE 3. 2018 INTERNATIONAL BUILDING CODE 4. 2018 INTERNATIONAL FIRE CODE 5. LOCAL UTILITY COMPANIES 6. NFPA #101: LIFE SAFETY CODE. 7. STATE ENERGY CODE 8. STATE FIRE MARSHAL 9. LOCAL UTILITY COMPANIES 10.LANDLORD REQUIREMENTS ANY OTHER LOCAL CODES, ORDINANCES AND JURISDICTIONS. 1.03 LICENSE, FEES, AND PERMITS ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTION OF ELECTRICAL WORK & ELECTRICAL EQUIPMENT (IN DE -ENERGIZED STATE IF REQUIRED BY THE AHJ). 1.04 SAFETY AND INDEMNITY A. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. NO ACT, SERVICE, DRAWING REVIEW OR CONSTRUCTION REVIEW BY THE OWNER, THE ENGINEERS OR THEIR CONSULTANTS, IS INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 1.05 DRAWINGS AND SPECIFICATIONS A. ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOWN ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND WIRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACT REQUIREMENTS SHALL BE GOVERNED BY CONDITIONS OF THE JOB. CONSULT ALL OTHER DRAWINGS IN PREPARATION OF THE BID. EXTRA LENGTHS OF WIRING OR ADDITION OF PULL OR JUNCTION BOXES, ETC., NECESSITATE BY SUCH CONDITIONS SHALL BE INCLUDED IN THE BID. 1.06 CONDITIONS AT SITE A. VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE SUCH EXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT. CONTRACTOR IS RESPONSIBLE FOR BECOMING COMPLETELY FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AND LIMITATIONS WHICH WILL EXIST IN THE BUILDING AND TO PROVIDE ALL LABOR, TOOLS AND MATERIALS REQUIRED TO PRODUCE A COMPLETELY CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED BY THE CODE. THE ELECTRICAL CONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THIS CONDITIONS, WHETHER SPECIFICALLY MENTIONED OR NOT. 1.07 WORKMANSHIP AND CONTRACT ' QUALIFICATIONS A. ONLY QUALITY WORKMANSHIP WILL CCEPTED. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF WORK. 1.08 SUBMITTALS A. SUBMITTALS, UNLESS OTHERWISE NOTED, SHALL B SINGLE PACKAGE OF SIX (6) COPIES SUBMITTED TO OWNER FOR REVIEW. WORK SHALL NOT COMMENCE UNLESS SUBMITTALS HAVE BEEN REVIEWED GENERAL CONFORMANCE BY THE ENGINEER OF RECORD.. B. SUBMIT CUTSHEETS, MATERIAL DATA, AND SHOP DRAWINGS, OTED BELOW. FOR REVIEW WITHIN FIFTEEN (1 5) DAYS AFTER AWARD OF CONTRACT. SUBMITTALS REQUIRED AS FOLLOWS: 1. BASIC ELECTRICAL MATERIALS INCLUDING BUT IS NOT LIMITED TO: A.)WIRING DEVICES - RECEPTACLES, SWITCHES, FACEPLATES B.)WIRES, CONNECTORS, TAPES, SPLICES, TERMINATIONS, AND ACCESSORIES C.)RACEWAYS AND ACCESSORIES D.)DEVICE IDENTIFICATION 2. ELECTRICAL EQUIPMENT A.)POWER DISTRIBUTION EQUIPMENT- PANELBOARDS, SWITCHBOARDS, SWITCHGEAR, DISCONNECTS CHES, CIRCUIT BREAKERS, TRANSFORMERS, GENERATORS, INVERTERS, UPS, POWER DISTRIBUTION UNITS, ETC. B. SERVICE ENTRANCE EQUIPMENT - BUS DUCT TERMINATION CANS METERED SWITCHBOARDS, , ETC. C.)SUPPORTS (SEISMIC & STRUCTURAL), HOUSEKEEPING CONCRETE PADS. 3. LIGHTING A.)LIGHT FIXTURES AND SUPPORT HARDWARE/DEVICES. CONTRACTOR IS RESPONSIBLE FOR MOUNTING COMPATIBILITY OF LIGH FIXTURE WITH CEILING I.E. TYPE OF T-BAR HARD CEILING SPECIALTY CEILING B.)LAMPS AND BALLASTS - INCLUDE BALLASTS CERTIFICATION. BALLAST SHALL HAVE LOCAL DISCONNECTS. C.)POLES, CONCRETE POLE BASES. D.)CONTROLS - OCCUPANCY SENSORS, PHOTOCELL, LIGHTING CONTACTORS, LIGHTING CONTROL PANELS, DIMMERS, ETC. E.)FIXTURE AND ASSEMBLY WATTAGES C. SUBMIT COMPLETE TEST REPORTS AND ANALYSIS FOR REVIEW WITHIN FIFTEEN (1 5) DAYS AFTER TESTING. D. SUBMIT VERIFIED PUNCHLIST TWO (2) WEEKS AFTER ISSUANCE DATE. INDICATE PUNCHLIST ITEMS THAT HAVE BEEN COMPLETED BY CONTRACTOR. INCLUDE DATE FOR REPUNCH. 1.09 SUBSTITUTIONS A. ONE OR MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF QUALITY, WORKMANSHIP, FINISH, AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL OR BETTER IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, MAY BE SUBMITTED FOR REVIEW AND APPROVAL AS SUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY ARCHITECT, ENGINEER, AND OWNER. B. SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL, OR BETTER THAN SPECIFIED. ADDITIONAL DOCUMENTATION TO SUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER, ARCHITECT, AND ENGINEER. CONTRACTOR SHALL SUBMIT AS DIRECTED. C. CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED CSI SUBSTITUTION FORM INCLUDE THE COMPARISON FOR FOLLOWING: 1. ELECTRICAL RATING, FINISHES, PERFORMANCE DATA, 2. SPARE PARTS 3. COSTS AND SCHEDULE D. A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION REQUEST FORM ASSURING THAT: 1. HE HAS VERIFIED DIMENSIONS WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER TRADES. SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS. 2. HE SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING RE -DESIGN, RE -ENGINEERING AND REVIEW OF SUBSTITUTION. ONLY ONE (1) ENGINEERING REVIEW TIME IS ALLOWED FOR EACH PRODUCT SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REVIEW TIME AND SHALL PAY ARCHITECT AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE. 3. HE HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER TRADES, THE CONSTRUCTION COST & SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS. 4. HE HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE PROPOSED SUBSTITUTION. E. COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF THE SUBSTITUTION IS PERMITTED. F. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER. THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. 1.10 COORDINATION A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH -IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS. ELECTRICAL CONTRACTOR TO REVIEW THE SUBMITTALS OF EQUIPMENT PROVIDED BY OTHER TRADES AND CONFIRM ITS WIRING REQUIREMENT WITH WHAT IS SHOWN IN THE ELECTRICAL DRAWINGS. INFORM CONTRACTORS OF OTHER TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICEABILITY AND CODE COMPLIANCE. B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 1.11 CUTTING AND PATCHING A. ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTOR AND OTHER TRADES IS IMPERATIVE. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES, SUPPORTS, ETC. B. CONTRACTOR IS RESPONSIBLE FOR CONCRETE/ASPHALT SAW -CUTTING, REMOVAL AND DISPOSAL. PROVIDE PATCHING TO MATCH REQUIRED FINISH GRADE. C. PROVIDE ROOF PENETRATION AND ROOF PATCHING. ALL PENETRATIONS IN EXTERIOR WALL AND BASEMENT FLOOR/WALL SHALL BE PROVIDED WITH AN APPROVED WATERPROOFING SYSTEM/ASSEMBLY. D. FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS AND RATED FLOOR/CEILING ASSEMBLIES 1.12 ACCEPTANCE AND DEMONSTRATION A. UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR THE OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION. B. PROPERLY SET LIGHTING CONTROL PANELS, AUTOMATIC TIME SWITCHES, ETC. TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE CONTROLS AND/OR TEST TIME SWITCHES PROGRAMMING. 1.13 RECORD DRAWINGS AND EQUIPMENT DATA A. MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH "AS -BUILT" INFORMATION AS FEEDER AND SERVICE ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION. DELIVER COMPLETED "RED LINE AS-BUILTS" DRAWINGS TO THE OWNER. B. SUBMIT TO THE OWNER'S REPRESENTATIVE A SET OF "AS BUILT" DRAWINGS IN VELLUM AND CAD FILE. AS BUILT COMMENTS SHALL BE WRITTEN IN A LEGIBLE MANNER IN THE SAME STYLE AS THE CONTRACT DOCUMENTS. ALSO SUBMIT THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS' PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA: 1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS LIST. 2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS. 3. USER'S MANUAL AND OPERATING INSTRUCTIONS. 4. MANUFACTURER'S WARRANTY. 1.14 CLEAN-UP A. RID THE PREMISES OF SCRAP MATERIALS, TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION. 1.15 GUARANTEE A. GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF IFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHARGE. 1.16 TEMPORARY SERVICES A. PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCT AND FINISHING OF THE PREMISES. IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS, PROVIDE AT LEAST THESE ITEMS: 1. THREE (3) 20-AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS. PROVIDE GFI TEMPORARY CIRC WITH COVERPLATES TO MEET OSHA REQUIREMENTS. 2. THREE OR MORE LIGHT STRINGS SUSPENDED APPROXIMATELY ONE FOOT BELOW TH IGHT OF FINISH CEILING WITH LAMPS SPACED NOT MORE THAN TWELVE FEET ON CENTERS. STRINGS SHALL BE RUN THE LENGTH OF T ORE SPACE PARALLEL TO THE DEMISING WALLS, WITH ONE STRING WITHIN EIGHT FEET OF EACH WALL AND ONE (OR MORE) INTERM TE STRING(S) ARRANGED TO LIMIT THE SPACING BETWEEN ROWS TO SIXTEEN FEET OR LESS. 3. FLOOD LIGHTING AND TASK LIGHTING FOR PAINTING AND OT INISH WORK. 4. TEMPORARY POWER REQUIRED FOR TESTING OF BUIL EQUIPMENT (ELEVATOR, ETC.) B. WHERE SCOPE INCLUDES THE REMOVAL OF EXTER IGHTING, CONTRACTOR SHALL PROVIDE TEMPORARY EXTERIOR LIGHTING UNTIL THE NEW EXTERIOR LIGHTING HAS BEEN ACCEPTED BY OWNER. TEMPORARY EXTERIOR LIGHTING SHALL COMPLY WITH IESNA STANDARDS FOR SECURITY LIGHTING. C. WHERE SCOPE INCLUDES THE DI ING OF A FIRE ALARM SYSTEM, CONTRACTOR SHALL PROVIDE A FIRE WATCH. FIRE WATCH SHALL COMPLY WITH NFPA AND LOCAL FIRE MAR REQUIREMENTS. ELECTRICAL SPECIFICATION D. WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE, DISCONNECT AND REMOVE FROM THE PREMISES THE MATERIALS AND EQUIPMENT USED FOR TEMPORARY POWER AND LIGHTING. RESTORE MODIFICATIONS AND REPAIR DAMAGE CAUSED BY THE INSTALLATION, USE OR REMOVAL OF TEMPORARY SERVICE PROVISIONS. PART 2: PRODUCTS 2.01 MATERIAL APPROVAL A. ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITER'S LABORATORIES LABEL. MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED AS PER THEIR LISTINGS. 2.02 BASIC ELECTRICAL MATERIALS A. CONDUITS AND RACEWAYS 1. RIGID STEEL: HOT -DIPPED GALVANIZED. 2. INTERMEDIATE METAL CONDUIT (IMC): HOT -DIPPED GALVANIZED. 3. ELECTRICAL METALLIC TUBING (EMT): ELECTRO-GALVANIZED. 4. RIGID NON METALLIC CONDUIT (PVC SCHEDULE 40) 5. WIREWAY: CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH. 6. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS. B. WIRES AND CABLES 1. FOR POWER AND LIGHTING SYSTEM 600V OR LESS: A.) FOR WIRE SIZES #8 AND SMALLER: USE INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C, 600V, FOR BUILDING WIRING OR FIXTURES. FOR WIRE SIZE #6 AND LARGER: USE T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33+ OR PLYMOUTH "SLIPKNOT GREY" TAPE INSULATION. B.)CONDUCTOR: MINIMUM SIZE #12 AWG. i. #12 AND #10 AWG SOLID OR STRANDED COPPER ii. #8 AWG AND LARGER SHALL BE STRANDED COPPER. C.)INSULATION TYPE: i. #12 TO #1 AWG: THWN FOR WET OR UNDERGROUND AND THHN FOR DRY LOCATIONS. ii. #1/0 THROUGH #4/0 AWG: XHHW (55 MILS). iii. #250 MCM AND LARGER: XHHW (65 MILS). iv. GROUNDING WIRE: TW. v.) METAL CLAD (MC) CABLES: CONDUCTORS SHALL BE MADE FROM CLASS B COPPER. SIZES 14 AWG, 12 AWG„ AND 10 AWG MAY BE EITHER SOLID OR STRANDED. 8 AWG AND LARGER SHALL BE STRANDED. THE CONDUCTORS SHALL BE CONSTRUCTED WITH THHN/THWN-2 INSULATION RATED FOR 90 DEGREES, C, DRY OR WET AT 600 VOLTS MAX. A COPPER GROUNDING CONDUCTOR SHALL BE CABLED WITH THE PHASE CONDUCTORS. THE GROUND CONDUCTOR SHALL HAVE GREEN INSULATION. ARMOR SHALL BE INTERLOCKED ALUMINUM, HELICALLY FORMED AROUND THE CONDUCTOR ASSEMBLY AND 45% LIGHTER THAN STEEL MC CABLE. WHERE MC CABLE IS USED IN PATIENT CARE SPACES, THE METALLIC ARMOR SHALL ITSELF QUALIFY AND BE LISTED AS AN EQUIPMENT GROUNDING CONDUCTOR, IN ACCORDANCE WITH NEC 250.118. 2. FOR SIGNAL AND COMMUNICATIONS CIRCUIT: A.)SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS. B.)CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS. 3. ACCEPTABLE PRODUCTS: GENERAL ELECTRIC, ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS. C. OUTLET BOXES, JUNCTION AND PULLBOXES 1. OUTLET BOXES: 4" SQUARE X 1-1/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO -TYPE WITH PLASTER RING AND COVER FOR GENERAL INTERIOR USE AND CAST METAL TYPE FS OR FD WITH MATCHING SCREW COVERS FOR EXTERIOR AND EXPOSED INTERIOR LOCATIONS (GASKETED IN DAMP OR WET LOCATIONS). 2. JUNCTION BOXES (FLOOR BOX NOT INCLUDED) SHALL BE SAME AS OUTLET BOXES UP TO 42 CU. IN. AND CODE -GAUGE STEEL IN LARGER SIZES WITH SURFACE OR FLUSH -TYPE SCREW -MOUNTED TRIMCOVERS, BOTH BOXES AND COVERS INHIBITOR -PRIMED AND PAINTED INSIDE OUT. 3. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS. 4. TELEPHONE OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED BY THE SERVING TELEPHONE COMPANY BUT NOT SMALLER THAN 4-11/16" SQUARE X 2-1/8" DEEP WITH SINGLE -GANG RING AND SIERRA #S-754N SPLIT PLATE BUSHING. 5. UNDERGROUND AND SITE JUNCTION BOXES, HANDHOLES, AND MANHOLES A.)SHALL BE MADE UP OF PRECAST CONCRETE WITH TRAFFIC RATED STEEL COVERS. EXTENSIONS SHALL BE PROVIDED AS NECESSARY TO MEET REQUIRED COVERAGE FOR DUCT BANKS. B.)PROVIDE 10" X 17' (MIN) FOR PULLBOXES, 36" X 60" (MIN) FOR HANDHOLES, AND 6'X8'X6' (MIN) MANHOLES. D. WIRING DEVICES AND PLATES 1. WIRING DEVICES AND PLATES SHALL BE LISTED FOR SPECIFIC USE. 2. ALL POWER RECEPTACLES AND SWITCHES FOR GENERAL PURPOSE CIRCUITS SHALL BE NEMA SPECIFICATION GRADE RATED AS FOLLOWS: A.)GENERAL PURPOSE RECEPTACLES: NEMA 5-15R OR 5-20R B.)LAB BENCH RECEPTACLES: NEMA 5-20R C.)DEDICATED RECEPTACLES: NEMA 5-20R 3. SWITCHES: TWENTY (20) AMPERE. A.)IN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, ILLUMINATED LIGHT SWITCHES SHALL BE PROVIDED. 4. ALL GENERAL PURPOSE 20A, 120/250 V RECEPTACLES AND 120/277 V SWITCHES SHALL CONFORM TO NEMA WD-1 SPECIFICATIONS. 5. RECEPTACLES SHALL BE GFCI PROTECTED AND/OR AFCI PROTECTED AND/OR TAMPER RESISTANT AND/OR WEATHER RESISTANT AS REQUIRED PER NEC. EVEN IF NOT SPECIFICALLY CALLED FOR IN THIS DRAWING. PROVIDE WP COVER AS REQUIRED PER NEC. 6. UNLESS OTHERWISE INDICATED, WIRING DEVICES AND COVER PLATES SHALL BE FURNISHED AND INSTALLED IN COLOR AS DIRECTED BY THE ARCHITECT OR OWNER. A.)OUTLETS SERVED FROM AN EMERGENCY POWER SYSTEM SHALL BE RED. B.)OUTLETS SERVED FROM THE NORMAL POWER SYSTEM SHALL BE CONFIRMED WITH ARCHITECT. UTLETS SERVED FROM AN ISOLATED GROUND SHALL BE ORANGE WITH ISOLATED GROUND (TRIANGULAR) MARKING. E. CONDUIT HA RS 1. FOR INDIVIDUAL NDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE USE ROD HANGERS MANUFACTURED BY CADDY UNISTRUT OR POWERSTRUT. FOR TIPLE CONDUIT RUNS, USE UNISTRUT OR POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM DEFLECTION NOT GREATE AN 1/8". 2.03 PANELBOARDS A. UNLESS OTHERWISE NOTED ACCEPTABLE M FACTURERS ARE EATON CUTLER HAMMER, SQUARE D, SIEMENS, GENERAL ELECTRIC, OR APPROVED EQUAL. ELECTRICAL EQUIPMENT ARE BASED ON FOLLOWING: 1. LIGHTING AND APPLIANCE PANELBOARDS - SQUARE AND NQOD OR EQUAL 2. POWER PANELBOARDS - SQUARE D, I LINE OR EQUAL A.)CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GAL ZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF COLD -ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATC D LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRI INIMUM PANEL WIDTH SHALL BE 20". FINISH EXPOSED PART WITH ONE COAT OF PRIMER AND ONE COAT OF LIGHT GREY ENAMEL SUITABLE FOR OV AINTING IN FIELD IF DESIRED. B.)BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN A TION TO INSULATED NEUTRAL BUS. FUTURE BREAKER SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AND CONNECTING H WARE. BUS MATERIAL SHALL BE COPPER OR ALUMINUM FOR INDOOR LOCATION. PROVIDE COPPER BUS FOR OUTDOOR. C.)CIRCUIT BREAKERS: SHALL BE QUICK -MAKE, QUICK -BREAK, MOLDED CASE TYPE: i. SHALL BE SQUARE D TYPE "QOB" LINE, BOLT -ON TYPE, WITH MINIMUM SYMMETRICAL INTERRUPTING ACITY AS SHOWN. ii. PROVIDE MULTI -POLE UNITS WITH COMMON TRIP ELEMENT. B. IDENTIFICATION: PROVIDE SCREWED -ON (NO ADHESIVES) BAKELITE OR PHOTO -ETCHED METALLIC NAMEPLATE IDENTI TION ON OUTSIDE OF EACH PANEL SHOWING PANEL DESIGNATION, VOLTAGE, PHASE, PANEL SOURCE AND MAIN FEEDER BREAKER SIZE ( EXAMPLE: "PA LA1, 200A, 208Y/120V, 3PH, 4W, FED FROM 200A CB IN PANEL LA") IN MINIMUM 1/8" HIGH LETTERS. EACH PANEL SHALL CONTAIN A METAL -FRAMED CIRCUI RECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. C. COMPLETE SHOP DRAWINGS ARE REQUIRED. DIMENSIONS SHALL MATCH FLOOR PLANS AND ELEVATIONS. 2.04 LOAD CENTERS (FOR RESIDENTIAL ONLY OR IF ALLOWED BY THE ENGINEER OF RECORD) A. LOAD CENTERS TO BE FURNISHED AND INSTALLED AT LOCATIONS AS SHOWN ON THE DRAWINGS. LOAD CENTERS SHALL BE OF THE TYPE APPROVED, INDICATED, AND SPECIFIED HEREIN. B. ENCLOSURE SHALL BE FABRICATED OF COLD ROLLED STEEL FOR NEMA 1 AND GALVANNEALED STEEL OR EQUIVALENT RUST -RESISTANT STEEL FOR NEMA 3R. INDOOR TYPE L ENCLOSURES SHALL HAVE A FLUSH FRONT, WITH FINISH TO BE AS SELECTED BY ARCHITECT. WHEN USED, OUTDOOR TYPE 3R ENCLOSURES SHALL HAVE A HASP TO SECURE THE COVER. A DIRECTORY LABEL SHALL BE PROVIDED WITH CIRCUITS IDENTIFIED AS INDICATED ON THE SCHEDULE C. BUS BAR CONNECTIONS TO THE BRANCH CIRCUIT BREAKERS SHALL BE THE DISTRIBUTED PHASE TYPE AND SHALL ACCEPT PLUG -ON CIRCUIT BREAKERS. 300-400 A LOAD CENTERS SHALL ACCEPT A 150 A MAXIMUM BOLT -ON BREAKER IN ADDITION TO PLUG -ON TYPES. C. SHORT CIRCUIT CURRENT RATINGS AMPERE RMS SYMMETRICAL SHORT CIRCUIT RATINGS SHALL BE COORDINATED WITH ELECTRIC UTILITY COMPANY. D. CIRCUIT BREAKERS SHALL BE SQUARE D TYPE QO (PLUG -ON) THERMAL MAGNETIC TRIP OR APPROVED EQUAL, WITH AN INTEGRAL CROSSBAR TO ENSURE SIMULTANEOUS OPENING OF ALL POLES IN MULTI -POLE CIRCUIT BREAKERS. CIRCUIT BREAKERS SHALL HAVE AN OVERCENTER, TRIPFREE, TOGGLE -TYPE OPERATING MECHANISM WITH QUICK -MAKE, QUICK -BREAK ACTION AND POSITIVE HANDLE INDICATION. HANDLES SHALL HAVE ON, OFF, AND "TRIPPED" POSITIONS. IN ADDITION, TRIP INDICATION SHALL INCLUDE A VISI-TRIP INDICATOR APPEARING IN THE WINDOW OF THE CIRCUIT BR R CASE (THROUGH 125 AMPERES). CIRCUIT BREAKERS SHALL BE UL LISTED IN ACCORDANCE WITH UL STANDARD 489 WITH CURRENT RATINGS OTED ON THE PLANS. INTERRUPTING RATINGS SHALL BE SELECTED TO PROVIDE THE REQUIRED LOAD CENTER SHORT CIRCUIT CURRENT R G. E. MANUFACTURERS: PANELBOARDS SHALL BE GENERAL ELECTRIC TYPE "AQ" OR TYPE "AE" OR EQUIVALENT PRODUCTS OF EATO UARE-D OR SIEMENS-ITE. 2.05 SERVICE ENTRANCE EQUIPMENT A. SERVICE ENTRANCE EQUIPMENT ARE SUBJECT TO THE REQUIREMENTS OF THE UTILITY COMPANIES PR ING SERVICES TO PROJECT SITE. EQUIPMENT SHOWN ON THE CONSTRUCTION DOCUMENTS IS A GENERAL GUIDELINE AND SHALL B JUSTED TO MEET SPECIFIC UTILITIES REQUIREMENTS. CONTRACTOR TO PROVIDE METERING EQUIPMENT SUBMITTALS FOR UTILIT MPANY REVIEW AND APPROVAL PRIOR TO ORDERING OF EQUIPMENT. B. ENCLOSURES, PULL SECTIONS, AND TERMINATIONS SHALL BE TOTALLY ENCLOS , EAD FRONT, FREE-STANDING, FRONT AND REAR ALIGNED. ACCESSIBILITY SHALL BE FROM THE FRONT. THE EQUIPMENT SHALL BE N TYPE 1 OR NEMA TYPE 3R NON -WALK-IN RAINPROOF. THE FRAMEWORK SHALL BE STEEL, SECURED TOGETHER TO SUPPORT ALL COVER PL , BUSSING, AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION. ALL COVERS SHALL HAVE UTILITY SEALING PROVISIONS WHE EQUIRED BY THE UTILITY. C. THE ENTIRE SERVICE ENTRANCE EQUIPMENT SHALL BE ABLE FOR OPERATION AT THE SPECIFIED AVAILABLE FAULT CURRENT. THE EQUIPMENT SHALL BE LABELED TO INDICATE THE MAXIMUM A ABLE FAULT CURRENT RATING, TAKING INTO ACCOUNT THE STRUCTURE, BUSSING, MAIN DISCONNECTS, AND TENANT MAIN DISCON S. D. THE METERING EQUIPMENT THROUG S SHALL BE TIN-PLATED ALUMINUM. THE BUSSING SHALL BE OF SUFFICIENT CROSS -SECTIONAL AREA TO MEET UL STANDARD 891 FOR TEMPE RE RISE. THE THROUGH BUS SHALL EXTEND THE FULL LENGTH OF THE EQUIPMENT AND BE 100% RATED THROUGHOUT THE LINE- . APERED BUS IS NOT ACCEPTABLE. THERE SHALL BE PROVISIONS FOR FUTURE SPLICING OF ADDITIONAL SECTIONS FROM EITHER END. THE RAL BUS SHALL ALSO BE 100% RATED. THE GROUND BUS SHALL BE SIZED PER UL STANDARD 891, AND OF THE SAME MATERIAL AS THE THR BUS. BUS CONNECTIONS SHALL BE BOLTED WITH GRADE 5 BOLTS AND CONICAL SPRING WASHERS. E. UTILITY PARTMENTS SHALL BE ARRANGED IN HOT SEQUENCE. THE METERING COMPARTMENTS SHALL BE BARRIERED AND COVERS SHALL HAVE ING PROVISIONS. THE METERING COMPARTMENTS SHALL MEET EUSERC STANDARDS, OR THE APPLICABLE UTILITIES STANDARDS. . THE MAIN DISCONNECT SHALL BE CIRCUIT BREAKER. EQUIPMENT GROUND FAULT SHALL BE PROVIDED WHEN REQUIRED PER THE NATIONAL ELECTRICAL CODE (NEC), OR WHEN REQUESTED BY THE CUSTOMER. G. METER SOCKETS SHALL BE RING TYPE METER SOCKETS SHALL BE RATED AS NOTED IN THE DRAWINGS. THE METER SOCKET SHALL HAVE PROVISIONS FOR A EUSERC APPROVED TEST BLOCK. THE METER SOCKET SHALL PLUG ON TO A VERTICAL BUS ASSEMBLY ON THE LINE SIDE AND BE CABLED FROM THE LOAD SIDE OF THE METER SOCKET TO THE LINE SIDE OF THE TENANT MAIN DISCONNECT. H. BRANCH DEVICES - CIRCUIT BREAKERS SHALL BE COMMON TRIP FOR SIMULTANEOUS OPENING OF ALL POLES. BREAKERS SHALL HAVE AN OVER -CENTER, TRIP -FREE, TOGGLE -TYPE OPERATING MECHANISM WITH QUICK -MAKE, QUICK -BREAK ACTION AND POSITIVE HANDLE INDICATION. CIRCUIT BREAKERS SHALL BE UL LISTED IN ACCORDANCE WITH UL STANDARD 489 AND SHALL BE RATED FOR THE MAXIMUM VOLTAGE SPECIFIED AND WITH CONTINUOUS CURRENT RATINGS AS NOTED ON THE PLANS. THE CIRCUIT BREAKERS SHALL BE CURRENT LIMITING. I. COMMERCIAL MULTI -METERING SHALL BE TOTALLY ENCLOSED, DEAD FRONT, FREE-STANDING, FRONT AND REAR ALIGNED. ACCESSIBILITY SHALL BE FROM THE FRONT. THE EQUIPMENT SHALL BE NEMA TYPE 1 OR NEMA TYPE 3R NON -WALK-IN RAINPROOF. THE FRAMEWORK SHALL BE STEEL, SECURED TOGETHER TO SUPPORT ALL COVER PLATES, BUSSING, AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION. ALL COVERS SHALL HAVE UTILITY SEALING PROVISIONS WHERE REQUIRED BY THE UTILITY. 2.06 CIRCUIT BREAKERS: A. CIRCUIT BREAKERS NTENDED FOR USE WITH AIR CONDITIONING, HEATING, AND REFRIGERATION EQUIPMENT HAVING MOTOR GROUP COMBINATIONS AND MARKED AS SUCH SHALL HAVE THE HACR MARKING. CIRCUIT BREAKERS INTENDED TO SWITCH LIGHTING ON A REGULAR BASIS SHALL BE LISTED AND MARKED WITH "SWD" TO INDICATE ITS SUITABILITY. B. 480V CIRCUIT BREAKERS RATED AT 1000A AND ABOVE SHALL BE EQUIPPED WITH GROUND FAULT PROTECTION. THIRD PARTY GFI TESTING OF GFI CIRCUIT BREAKERS SHALL BE PROVIDED. C. FOR CIRCUIT BREAKERS RATED 1200A AND ABOVE, COMPLY WITH NEC 240.87 2.07 INDIVIDUALLY MOUNTED MOTOR CONTROLLERS A. FOR POLYPHASE MOTORS: MAGNETIC STARTER OR COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER, WITH 3-LEG OVERLOAD PROTECTION. PROVIDE TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OPEN -CLOSE TYPE. PROVIDE HAND -OFF -AUTOMATIC SELECTOR SWITCH, MOTOR RUNNING PILOT LIGHT AND RESET BUTTON IN COVER. CIRCUITS 300V AND OVER SHALL BE PROVIDED WITH 120V CONTROL TRANSFORMERS. B. STARTERS FOR FRACTIONAL HORSEPOWER 120V MOTORS SHALL BE MANUAL TYPE UNLESS SHOWN OTHERWISE, EQUIPPED WITH BUILT-IN OVERLOAD PROTECTION. C. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SIEMENS, SQUARE D, EATON, AND ALLEN BRADLEY. 2.08 DISCONNECT SWITCHES A. SAFETY SWITCHES: HEAVY DUTY TYPE, 480 OR 240V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON -FUSED AS REQUIRED. B. PROVIDE FUSE AS SHOWN IN CONSTRUCTION DOCUMENTS. MOUNT IN ENCLOSURE WITH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION. C. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SQUARE D OR EATON PART 3: EXECUTION 3.01 GENERAL A. ELECTRICAL SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER CONFLICTS WITH OWNER BEFORE SUBMITTING BID. C. ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL. CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE COMPLETELY INDICATED. TERMINATE HOMERUNS OF SIGNAL, ALARM, AND COMMUNICATION SYSTEMS IN A SIMILAR MANNER. D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIOR APPROVAL OF OWNER AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED. E. FURNISH AND INSTALL ALL NECESSARY HARDWARE, HANGERS, BLOCKING, BRACKETS, BRACING, RUNNERS, ETC. REQUIRED FOR EQUIPMENT SPECIFIED UNDER THIS SECTION. INSTALLATION SHALL MEET SEISMIC 4 REQUIREMENTS. F. ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH REQUIRED SEISMIC SUPPORT WIRES. G. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES. H. ELECTRICAL INSTALLATION IN PUBLIC LOCATIONS SHALL BE ACCESSIBLE AND INSTALLATION SHALL COMPLY WITH AMERICAN DISABILITIES ACT (ADA) REQUIREMENTS. ELECTRICAL INSTALLATION SHALL COMPLY WITH APPLICABLE CODES AS LISTED IN CONSTRUCTION DOCUMENTS. 3.02 WIRING METHODS A. INSTALL ALL WIRING IN RACEWAY, OR USE MC CABLE WHERE APPROVED BY ALL APPLICABLE CODES AND REGULATIONS AND ONLY IF IT MEETS OWNERS/BUILDING STANDARDS AND GUIDELINES. SEE FLOOR PLAN NOTES. CONDUIT SHALL BE RIGID STEEL, IMC OR EMT AS FOLLOWS: 1. ABOVE GROUND: USE RIGID STEEL, IMC OR EMT. 2. WET LOCATIONS: RIGID STEEL OR IMC ONLY. 3. LOCATIONS SUBJECT TO MECHANICAL INJURY: RIGID STEEL OR IMC ONLY. 4. DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY: EMT, IMC OR RIGID STEEL CONDUIT. 5. UNDERGROUND: USE RIGID STEEL AT LAST TRANSITION TO ABOVE GROUND. C. USE FLEXIBLE CONDUITS OR MC CABLE IN THE FOLLOWING APPLICATIONS: 1. FINAL CONNECTIONS TO MOTOR. 2. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. 3. FINAL CONNECTIONS TO VIBRATING EQUIPMENT. 4. INTER -CONNECTIONS BETWEEN ALL LIGHT FIXTURES (NOT TO INCLUDE HOMERUN FROM FIXTURE OR DEVICE TO PANELBOARD, WHICH MUST BE RIGID). 5. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL. 6. IN WALLS (FOR LIGHT SWITCHES AND 120V POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT). D. FLEXIBLE METALLIC CONDUIT OR MC CABLE MUST BE THE SAME SIZE AS THE RIGID CONDUIT TO WHICH IT IS CONNECTED. E. THE CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. LIQUIDTIGHT OR SEALTIGHT. F. MINIMUM SIZE OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES IF APPROVED BY ALL APPLICABLE CODES. MINIMUM SIZE FOR ALL OTHER LOCATIONS SHALL BE 3/4". IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A 3/4" MINIMUM, UNLESS OTHERWISE NOTED ON DRAWINGS. ALL IN/UNDER FLOOR CONDUITS SHALL BE 3/4" MINIMUM SIZE. G. USE OF RIGID NON METALLIC CONDUIT IS LIMITED TO OUTDOOR, UNDERGROUND UP TO THE LAST PULLBOX PRIOR TO ENTERING OR TRANSITIONING TO ABOVE GROUND. TRANSITION SHALL BE TAPED WRAPPED RIGID STEEL CONDUIT. 3.03 INSTALLATION OF CONDUITS A. GENERAL: 1. RUN ALL CONDUITS CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. RUN ALL CONDUIT PARALLEL TO OR AT RIGHT ANGLES TO CENTER LINES OF COLUMNS AND BEAMS. CONDUITS ABOVE CEILINGS SHALL NOT OBSTRUCT REMOVAL OF CEILING TILES, LIGHTING FIXTURES, AIR DIFFUSERS, ETC. CONDUITS SHALL NOT CROSS ANY DUCT SHAFT OR AREA DESIGNATED AS FUTURE DUCT SHAFT HORIZONTALLY. CONDUIT RISERS WHEN ALLOWED IN DUCT SHAFT MUST BE COORDINATED WITH MECHANICAL WORK TO AVOID ANY CONFLICT. CONDUITS SHALL MAINTAIN 5 FEET CLEARANCE IN FRONT OF HVAC SUPPLY AND RETURN OPENINGS. GENERAL USE OF CONDUIT: a.) RIGID - INSTALL IN TRAFFIC AREA, EXPOSED, FROM FINISHED FLOOR TO 8 FEET b.) EMT - ABOVE EIGHT FEET OF FINISHED FLOOR, CONCEALED c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�IE�CIP601� 2��. MAKE TESTS WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD. 3 // 11 // G �J L A.)600V CONDUCTORS SIZE #4/0 AND LARGER B.)MCC, SWITCHGEAR, SWITCHBOARD, AND PANELBOARD BIQSSY OF FEDERAL WAY C.)MOTOR AND TRANSFORMER WINDINGS COMMUNITY DEVELOPMENT D. TESTING SHALL BE PER NEMA ACCEPTANCE STANDARDS. E. PROVIDE OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY, INCLUDING SHORT-CIRCUIT CALCULATIONS. F. PROVIDE ARC -FLASH HAZARD WARNING LABEL AND CALCULATIONS AS REQUIRED BY AHJ AND PER NEC 110.16. G. SUBMIT TEST RESULTS TO ENGINEER. EQUIPMENT THAT HAVE FAILED TESTS SHALL BE REPLACED WITHIN 2 WEEKS AND PRIOR TO PROJECT COMPLETION. END OF SECTION SEPARATE PERMIT REQUIRED FOR ELECTRIAL ii, .-v a rrh; tecture com bi a c2N ill! o zI c2co Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright©2022 A Project for: Client: EXPIRES: 09/30/2022 MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: Z.C. Reviewed By: T.M. Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS SCALE N.T.S. 2ND PLAN CHECK SUBMITTAL Sheet #: EO. 1 1 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L I F_ 3/8/22, 11:45 AM https://waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfZXhOZXJpb3ilNONwZF9uZXdfYnVpbGRpbmcmdGZ2PWxOZ19zY2... LIGHTING COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all RI Administered by: 02022 NEEA, All rights reserved Project & Applicant Information Project Title THE COMMONS - PAD I - SHELL BUILDING - 2018 WSEC For Building Department Use: I Date: Mar 08, 2022 Project Address FERERAL WAY WA Applicant Name ZHENWEI CAI Applicant Phone 408-522-5255 Applicant Email zhenwei aeies.net For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email atcom.techsupport@waenergycodes.com General Occupancy All Commercial I General Building -Use Type I Retail, Strip Mall IBuIlding Cond. Floor Area 5,577 General Project Types New Building New Building or Addition Lighting Scope Interioror Lighting Exterior Lighting Alteration Lighting Scope Project Cond. Floor Area 5,577 FloorsAboveGrade 1 Compliance Method I Compliance Method 1 -Genera] Lighting Project Description Lighting Compliance Scope Project Type Interior I Exterior (Interior includes noeh interior & parkmg) LuminaireReplacementScope ComplianceMethod LPA Calculation Adjustment Compliance Verification New Building Interior Lighting Space by space No Calculation Adjustments selected COMPLIES and Method New Building Exterior Lighting Not applicable to exterior COMPLIES Additional Efficiency Options Included Project Title THE COMMONS -PAD I -SHELL BUILDING - 2018 WSEC Date I Mar 08, 2022 ,fighting Power Calculationit NEW BUILDING - INTERIOR LIGHTING Compliance Verification I COMPLIES 7ompliance Method Space by space LPA Calculation Adjustment I none Interior Lighting Power Allowance - Space by Space General Space Type Specific Space Type Ceiling Height (Ft) Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed -(SF x LPA x 1) Total Proposed Watts- (LPD + Display LPD) Compliance Status Electrical/mechanical 46 0.43 20 Electrical/mechanical 109 0.43 47 Proposed Total LPD 45 Totals 1 67 45 COMPLIES Proposed Lighting Power Density Fixture Type Fixture ID Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Task lighting B 3 15 45 Proposed Total LPD 1 45 Project Title THE COMMONS - PAD I - SHELL BUILDING - 2018 WSEC Date Mar 08, 2022 Proposed Fixtures Details NEW BUILDING - INTERIOR LIGHTING Fixture Type/Application Fixture ID Location in Documents Lamp Type New or Existing -to -Remain Individual Fixtures http s://waen e rgycode s. com/p ri nt_project_su mma ry_form.p h p? k=Y29tYm9fd GZ2X3 BO PWxOZ 19zY29wZV9u ZXdfZXh OZXJ p b3l i N O NwZ F9 uZXdfYn V pb GR pbmcm dGZ 2 P WxOZ 19zY29wZV9uZXdtZXhOZ... 1 /2 3/8/22, 11:45 AM https://waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3BOPWxOZ19zY29wZV9uZXdfZXhOZXJpb3liN0NwZF9uZXdfYnVpbGRpbmcmdGZ2PWxOZ19zY2... Task lighting & I E0.0 I LED I New Fixture Description: 4'L SURFACE MOUNT LED STRIP r J&K&urTs 14JaMWin a daylight zone?: No 15o these fixtures require specific application lighting controls?: None required Project Title THE COMMONS - PAD I - SHELL BUILDING - 2018 WSEC 1bF Date Mar 08, 2022 Aghting Power Calculation NEW BUILDING- EXTERIOR LIGHTING I Com fiance Verification COMPLIES :xterior Fighting Zone ZONE 3 Base Site Allowance 500 Exterior Tradable Lighting Power Allowance Tradable Surface Tradable Surface Sub -Type Surface Area (SF) LPA (Watts/SF) Linear Feet (LF) LPA (Wai[WLF) Total Watts Allowed (LPA x SF) or (LPA x LF) Total Tradable Proposed Watts Tradable Compliance Status Buildinggrounds Specialfeatures 188 0.11 21 Building entrances and exits Entry canopies 1,377 0.40 1 551 Base Site Allowance 500 Totals 1,072 529 COMPLIES Proposed Tradable Lighting Power Density Fixture Type Fixture ID Tradable Surface Type Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (W p F) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x W p LF) Individual Fixtures Canopy A Building entrances and exits - Entry canopies 17 23 391 Canopy C Building grounds - Special features 1 18 18 Wall -mounted EMl&EM2 Building entrances and exits -Entry canopies 10 12 121 Tradable Proposed Total I 529 https:llwaeriergycode s. com/pri nt_project_su mma ry_form. ph p? k=Y29tYm 9fdGZ 2X3 BO P WxOZ 19zY29wZV9uZXdfZXh OZXJ p b3 i l N O NwZ F9uZXdfYn Vpb G R pb mcm dGZ 2 P WxOZ 19zY 29wZ V9uZXdfZXh OZ... 2/2 • • • - -• - - •• • 1 •. • • • • - -• - - •• r 1 • • • • • - -• - - •• • 1 • • • • • - -• - - •• • 1 • • • • • - -• - - •• • 10 201uirements for Commercial Buildin s includin Grou R2 R3 & R4 over 3 stories & all R1 Administered b 02021 NEEA All ri hts reserved q 9 9 P Y 9 7questions 2018 WSEC Re uirements for Commercial Buildin s includin Grou R2 R3 & R4 over 3 stories & all R1 Administered b 02021 NEEA All ri hts reserved q 9 9 p Y 9 2018 WSEC Re uirements for Commercial Buildin s inclu in Grou R2 R3 & R4 over 3 stories & all R1 Administered b 02021 NEEA All rights reserved q 9 d 9 P Y 9 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories & all R1 Administered b 02021 NEEA All rights reserved q 9 9 P Y 9 2018 WSEC Requirements for Commercial Buildings includin Group R2 R3 & R4 over 3 stories & all R1 Administered b 02021 NEEA All rights reserved q9 P Y 9 Thefollowing ormation is necessa to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the rY P PP P 9 9 Y Y q The following information is necessa to cheek a permit application for compliance with the lighting systems, motors and electricals stem requirements in the 9 Y P PP P 9 9 Y Y q The following information is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the 9 Y P PP P 9 9 Y Y q The following information is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the 9 rY P PP P 9 9 Y Y q The following information is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the 9 rY P PP P 9 9 Y Y q Wae Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Forout this re ort contact WSEC Commercial Technical Su ort at 360-539-5300 or via email at com.techsu ort waener codes.com P PP PP 9Y For uestions about this re ort contact WSEC Commercial Technical Su ort at 360-539-5300 or via email at com.techsu ort waener codes.com q p pp pp 9Y For uestions about this re ort contact WSEC Commercial Technical Su ort at 360-539-5300 or via email at com.techsu ort waener codes.com q P PP pP 9Y For uestions about this re ort contact WSEC Commercial Technical Su ort at 360-539-5300 or via email at com.techsu ort waener codes.com q P PP PP 9Y For uestions about this re ort contact WSEC Commercial Technical Su ort at 360-539-5300 or via email at com.techsu ort waener codes.com q P Pp PP 9Y Project: NA C405.2.1.2 Occupant sensor Indicate each aisleway and corridor within a NA C405.2.4 Daylight responsive Indicate on plans lighting zone(s) served by NA Indicate method of manual lighting control NA C40(-i 4 Enhanced digital To comply with additional efficiency credit, THE COMMONS - PAD I - SHELL BUILDING - 2018 WSEC FERERAL WAY controls - warehouses warehouse space are designated as separate controls daylight responsive controls; indicate that the and applicable automatic lighting control lighting controls indicate on plans that interior lighting fixtures , WA Date: 2021-12-16 spaces zones that are independently controlled area served by each control device does not exceeds 2,500 sf are configured with all of the following control functions, as applicable-: 1) Each YES C405.2.5, Means of egress Identify on plans egress fixtures that function E3.0 I NA Indicate occupant sensors are configured to Item 5 lighting as both normal and emergency means of fixture is individually addressed, or exception Applies PP Code Section Component. F Com IianceInformation Required In Permit F g d Location in Buildin Department € F Identify sidelit and toplit daylight zones that automatically reduce lighting power by 50% NA egress illumination taken 21) Fixtures are configured for Documentation Documents Notes when the, zone is unoccupied and 1009, off after the zone is unoccupied for over 20 minutes; indicate controls are configured to automaticallyrestore lighting to full power € € when the zone or space is occupied are not provided with daylight sensing controls and the exception(s) that apply Continuous dimming; 3) No more than tight fixtures are controlled by a single daylight sensor; 4) in enclosed and open office arias, illumination levels of overhead general area € lighting is configured to be individually adjusted by occupants NA Provide calculation of lighting power density of total egress lighting LIGHTING SCOPE NA C405.2.4.1_1 Daylight responsive controls Indicate on plans the lighting load reduction method continuous dimming,or stepped ( even dimmin that provides at least two even steps € F F between 017b-100% of rated power) C1.03. L Construction documents General For a shell Sc core or tenant space {first build- l out project, indicate if there is no lighting P g scope included in the. project. NA If total egress lighting power density is reciter g g g p Y g than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during NA C405.21.3 Occupant sensor For open plan office areas larger than 300 sf, controls - open Ian P P office areas indicate general lighting is provided with € g € vacancy controls that reduce lighting power by not less than 80% and are configured to turn luminaires 100%o off when the space is P unoccu ied indicate that no individual control p � zone area exceeds 600 sf unoccupied periods P P NA Include calculations that demonstrate the total lighting power of all interior lightmgfixtures configured with enhanced lighting controls is - o no less than 0Io of the total interior lighting 9 t; power for the area the enhanced lighting controls credit is being applied to C103.1 Construction documents General For an alteration project, indicate if there is 1 J no lighting scope included in the project NA C405.2.4.1 Daylight res onsive F controls Indicate that daylight sensing controls are € configured to completely shut off all controlled lights in the lighting zone € g € NA Indicate method of automatic shut-off control LIGHTING CONTROLS YES C405.4.1 C405.4.2 Lighting control of € € exempt interior P€ lighting g € Indicate that exempt interior lighting P € € equipment and li elfin located within spaces € P that are eligible for a lighting power g € g p E3.0 NA C405.2.5 Additional controls- application Identify spaces and lighting fixtures on plans that require specific application lighting YES C405.2 Lighting controls, � gSpecific For all lighting.fixtures, indicate lighting. E3.0 NA 5 C40_.2.].4 occupant sensor P controls Arkin parking garages � Indicate Arkin uara e�•eneialli elfin is parking lighting provided with vacancv controls that reduce F 1 o+ lighting ower b not less than 0 r� and are P Y 0 configured to turn luminaires 10019 off when o no vehicles or pedestrians are resent unless P F eligible for an exception, indicate that no ndividual control zone area exceeds 3,600 sf g eneral control method on plans for aces and P P lighting zones served or exception taken. g g () P lighting controls € g controls car let's section P exemption are controlled independently from P P Y _ non-exempt t and general area lighting P € € € INTERIOR LIGHTING POWER &EFFICACY O YES C405.4.1 Total connected Include all luminaires in interior lighting E4.0 $ g C405.4.2 interior lighting future schedule indicate future types, lamps, YP � pow ballasts and manufacturer's watts Per fixture P for the installed lamp NA C405.2.5 1 Display and accent P Y lighting Indicate on plans that manual controls are P provided that control display, accent lighting and display case lighting independently from both general area lighting and other lighting applications within the same space NA � C405..., n Option _ Luminaire level lighting controls (LLLC) Indicate on fans all fixtures provided with P p'Item LLLC in lieu of C40'S.2lighting controls;. provide description of control capabilities and performance parameters NA C405.2.6 Exterior lighting g g controls For decorative exterior lighting, indicate, on g g• plans automatic daylight shut-off controls, or exception taken YES For exterior lighting that is not decorative, E3.0 NA C405.2.5, Item 3 C405.2 1.1 C405.2.1.1 Lighting in dwelling units (dormitory, hotel and all other than multifamily) Indicate method of automatic control of all installed luminaires in dwelling units in buildings other than multifamily (occupancy or Tight reduction controls) NA Indicate manual and automatic (occupant sensor or time switch) lighting control methods indicate on plans automatic daylight or time- switch shut-off controls and setback controls, or indicate exception taken YES Identify spaces eligible for lighting power E4.0 exemption on plans and in WSEC interior lighting compliance reports; indicate the exception applied NA C405.2.1.5 Occupant sensor controls - enclosed fire -rated stairwells Indicate stairway lighting is provided with vacancy controls that reduce lighting power by not less than 50% when the stairway in NA C405.25, 3 Item _ Hotel/motel guest roams Indicate- method of automatic control - vacant or captive Ice control of all installed Y P Y luminaires and switched receptacles in guest room NA For lighting requiring setback controls, include control sequence that reduces lighting q g g power by at least 30% between 12am-ham, or from 1 hour after closing to 1 hour before or based u on motion sensor p Automatic time switch controls unoccupied Indicate aces on fans where time switch spaces p controls turn luminaires 100% off during unoccupied hoursopening,re P d YES Identify lighting equipment eligible,for E4.0 Y € € lighting ower exem lion m fixture schedule P P and in WSEC interior lighting compliance orts indicate the exception applied , P P PP NA (� C41_ ._.5 Item _ Li hh❑ in slee ut € € P ._ units Indicate method of automatic off control of all installed luminaires in sleeping units ('vacancy or key card control'); also refer to Race taeles p NA C40 .2r2.1 5 NA C405.2.5, Item 1 Supplemental task lighting Indicate method and location of manual and automatic shut-off control (occupantsensoror time switch) for supplemental task lighting, including under -shelf or under -cabinet lighting YES NA C405.2.3 C405.2.3.1 C405.2.5 . C405.2.3.1 C405.2.1.1 C405.2.4 Manual controls Indicate on laps the method of manual P lighting control, location of manual control device and the area or specific application it serves Indicate on plans which method of manual 50% lighting load reduction is provided., or indicate applicable exception E8.0 YES Indicate spaces on plans where time switch controls are configured to turn on lighting to full power versus 50% power Indicate locations of override switches on plans and the lighting zone(s) served; indicate that the area(s) served by each override switch does not exceeds 5,000 sf E3.0 NA For building facade and landscape lighting, g P g � indicate control sequence for shut-off control is based on dawn -to -dusk and business opening/closing schedule, indicate whether automatic or time switch controls will be provided for this function NA C405.1 C405.1. I Lighting fill dwelling units (multifamily) For all installed luminaires, include lamp type and number of lamps in lighting fixture schedule, for lamps that are not LED. T-8 or small diameter fluorescent, indicate efficaev of other lamp types is 65 lumens per watt or greater YES E3.0 Manual interior light reduction controls NA NA C405.2.5, Item 1 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space NA C405.5.2 Lighting control of exempt exterior lighting Indicate that exempt exterior lighting and lighting located within exterior areas/surfaces that eligible for a lighting power exemption are controlled independently from non- exempt exterior lighting NA For all installed luminaires, indicate in lighting fixture schedule whether complying lighting P qualifying via li htiug power density or by c u&lifyin lamp type; if by lamp type. include number of lamps YES C405.2.1 C405.2.2.I C405.2.1, Method of automatic shut-off control Indicate on Ions the method of automatic P shut-off control during unoccupied periods € F p (occupancy sensor, time switch or digital E.(! YES C405.2.1, Exception 3 Digital timer switch Indicate digital timer switch control includes: manual on/off, time delay, audible and visual indication of impending time-out E3.4 Indicate manual and automatic (occupant Exception 3 timer switch) for all lighting zones Daylight zones Indicate primary and secondary sidelit Sidelit and topt t daylight zone floor areas on plans Indicate toplit daylight zone floor areas on plans sensor or time switch lighting control ) € € met � � NA C405.2.4.2 C405.2.4.3 NA C405.5.4 or gas -fired Exterior lighting appliances Indicate ignition �on system is a method other then continuously burning pilot light NA For all installed luminaires, indicate in lighting fixture schedule whether complying via lighting power density or by qualifying lamp type; b t e; if y lamp type, include number of lamps NA C405.2.1 Occupant sensor controls Indicate on plans all luminaires that are controlled by occupant sensor controls; indicate controls are configured to turn luminaires 100% off when the space is NA NA C405.2.5, Item 4 Lighting for non- visual applications Identify all eligible non -visual lighting applications on plans; indicate that the area served by each control device does not NA C405.2.7 Area controls - Master control Indicate location(s) of master control switch(es) intended to control multiple F NA unoccupied For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylightzonefloor area) where daylight responsive controls are not required, provide fenestration area to daylight zone floor area calculation(s) exceeds 4,000 sf switches and circuit power limit independent switches, circuit breaker may not be used as a master control switch � INTERIOR LIGHTING POWER CALCULATION - INDICATE COMPLIANCE PATH TAKEN NA C405.4.2.1 Building Area Demonstrate that total proposed wattage per g P P g Method building area does not exceed maximum allowed wattage per building area; -identify locations of building areas on plans; provide NA C405.2.1 Occupant sen�o� Indicate if occupant sensor controls are C405.2.11 controls configured to be manual on or automatic on to not more than 50% power, indicate spaces eligible for exception that allows automatic on to 100% power NA Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space NA Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY CREDIT - ENHANCED INTERIOR LIGHTING CONTROLS WSEC exterior lighting compliance reports Page 1/10 Page 2110 Page 3/10 Page 4/10 Page 5/10 • • • • • - -• - - •• . • 1 • • • • • - -• - - •• • 1 • • • • • - -• - - •• • 1 : • • • • • - -• - - •• • • 1 • • • •. • - -• - - •• 1 • 1 2018 WSEC Re uirements for Commercial Buildin s includin Grou R2 R3 & R4 over 3 stories & all R1 Administered b 02021 NEEA All ri hts reserved q 9 9 p Y 9 N 2018 WSEC Re uirements for Commercial Buildin s includin Grou R2 R3 & R4 over 3 stories & all R1 Administered b 02021 NEEA All ri hts reserved q 9 9 p Y 9 2018 WSEC Re uirements for Commercial Buildin s includin Grou R2 R3 & R4 over 3 stories & all R1 Administered b C2021 NEEA All ri hts reserved q 9 9 p Y 9 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories & all R1 Administered b C2021 NEEA All rights reserved q 9 9 p Y 9 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories & all R1 Administered b 02021 NEEA All rights reserved q 9 9 p Y 9 The followinginformation is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the rJ P PP P 9 9 Y Y Q The following information is necessary to cheek a permit application for compliance with the lighting systems, motors and electricals stem requirements in the 9 r1 P PP P 9 9 Y Y q The followin information is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the 9 rY P pP P 9 9 Y Y rl The following information is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the 9 rY P pP P 9 9 y Y q The following information is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the 9 rY P pP P 9 9 Y Y q Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsu ort waener codes.com q p pp pp 9Y For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsu ort waener codes.com q P PP PP 9Y For uestions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsu ort waener codes.com q p pp pp 9Y For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsu ort waener codes.com q P PP Pp 9Y For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsu ort waener codes.com q p pp pp 9Y NA Where a new interior and/or exterior lighting NA C405.6 Electrical Include electrical transformer schedule on YES C405.4.2.2 Space -By -Space Demonstrate that total proposed wattage does EO.2 Demonstrate that proposed wattage per non- NA C503.6.3 Lighting panel NA C408.1.2 Commissioning Include general summary of Cx plan per Method not exceed maximum allowed wattage; tradable surface type does not exceed alterations panel is installed or an existing panel is moved transformers electrical plans; indicate transformer type, C408.1.2.1 requirements in C408.1.2 including: 1) Narrative description identify locations of space types on plans, maximum allowed wattage per non -tradable (all new raceway and conductor wiring), size. efficiency, or exception taken C408.1.4 construction of activities, 2) Responsibilities of the Cx including retail display areas and areas with surface type (including base site allowance indicate all applicable lighting controls C103.6.3 documents team; 3) Schedule of activities including display, highlight and decorative lighting; provide WSEC exterior lighting compliance remaining after tradable allowance calculation); identify locations of non-tradable requirements apply � NA C405.11 Feeders and branch circuits Provide documentation that demonstrates maximum voltage drop across feeders and I verification of project close out documentation per C103.6; 4) Conflict of reports surfaces on plans; provide WSEC exterior NA C503.6.4 Newly -created rooms Where interior space(s) is reconfigured branch circuits does not exceed 5% interest plan (if required) lighting compliance reports (pe-rmanently installed walls or ceiling -height partitions) to create new enclosed spaces, - ADDITIONAL EFFICIENCY CREDITS - REDUCED INTERIOR LIGHTING POWER DENSITY NA C405.7 Dwelling unit Indicate on electrical plans that each dwelling NA C408.1.2 Commissioning Include in general summary that a Cx project - LIGHTING ALTERATIONS 11, NA indicateallapplicable lighting controls requirements apply I electrical energy consumption unit in Group R-2 has a separate electrical energy meter C408.1.4 C103.6.3 requirements in construction documents report and Compliance Checklist (Figure C408.1.4.1, shall be completed by the Certified Cx Professional and provided to the owner prior to the. final electrical inspection NA C406.3.1 C406.3.2 Reduced interior lighting power density To comply with additional efficiency credit, demonstrate that total connected interior lighting wattage is 1017o or 20% less than the total maximum allowed lighting wattage for the area the reduced lighting power credit is being applied to, indicate. whether lighting power allowance isbasedon the building area method or space -by -space method; provide WSEC exterior lighting compliance reports g € P P . C503.6,1 Interior and parking garage lighting fixture alterations Where >_ 50% of existing luminaires in an nterior space or parking arage are replaced; indicate compliance path (building area or space -by -space method). include all new and existing -to -remain luminaires in WSEC interior lighting compliance reports, indicate proposed lighting wattage does not exceed maximum allowed per compliance path P P P NA G04.2 Lighting repairs Identity existing luminaires being upgraded with but and / or ballast replacement; indicate fixture alteration does not increase existing fixture wattage NA C405.8 Electric motor efficiency Include all motors, including fractional lip motors, in electric motor schedule on electrical plans; indicate motor type, horsepower, rpm, rated efficiency, or exception applied NA C408.4.1 Functional performance testing criteria Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and systems NA C505.1 Change of interior € space use Identify spaces on plans where the building F area type or space use type is being changed from one type to another per Tables C405.4.2(1) or (2) NA c C405.), I Elevator cabs For Luminaires in each elevator cab. provide calculations that demonstrate average efficacyexisting-to-remain is not less than 35 lumens per watt NA C406.3 Reduced interior Foi project with dwelling units, to comply Where < 50",; of existing luminaires in an PROTECT CLOSE OUT DOCUMENTATION lighting power density - dwelling unit lamp efficacy with additional efficiencv credit indicate in lighting fixture schedule that lamps within installed interior luminaires have an efficacy rating of at least Fi5 lumens per watt; include number of lamps and provide calculations that interior space of parking �aragr are replaced; indicate total existing lighting wattage in each space prior to alteration; include all new and existing -to -re -main luminaires in WSEC interior lighting compliance reports, indicate NA Indicate compliance method (building area or space -by -space); include all new and existing- to ientaia I urninaires in WSEC interior lighting compliance indicate proposed NA For elevators that do not have an integral air conditioning system, indicate rated watts per efm for elevator cab ventilation fans do not d 033 f exceed . watts per em NA C103.6.3 Project close out documentation requirements Indicate in plans that project close out documentation is required including WSEC lighting compliance reports that document all interior and exterior lighting area and / or NA Indicate automatic controls that de-energize lighting and ventilation Fans when elevator is demonstrate at least 95% of lamps have this efficacy rating proposed total lighting wattage in alteration area does not exceed total existing lighting lighting wattage does not exceed ntaxintun allowed per compliancepath surface types, lighting power allowances and installed densities wattage prior to alteration stopped and unoccupied for a period of 15 minutes or more EXTERIOR LIGHTING POWER &EFFICACY RECEPTACLES If "no" is selected for any question, provide explanation. YES C405.5.2 Total connected exterior lighting power Include all luminaires in exterior lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's watts per fixture for the installed lamp E4.0 NA Where? 50%of existing exterior lighting wattage is replaced. include all new and existingto-remain luminaires in WSEC exterior lighting compl iance reports; indicate f proposed total exterior lighting wattage does riot exceed maximum allowed C405.10 Controlled receptacles Identify all controlled and uncontrolled receptacles on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME P Y A17. UCSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA Identify exterior applications eligible for lighting power exemption on plans and in WSEC exterior lighting com compliance reports-, p P indicate exception applied NA C405.9,3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive NA Where < 50% of existing exterior lighting wattage is replaced; indicate total existing lighting wattage prior to alteration; inchide all new and existing to -remain luminaires in WSEC intenor Beer or compliance reports; indicate proposed total exterior lighting wattage does not exceed total existing wattage prior to alteration Provide schedule that lists the number of controlled and uncontrolled receptacles in each space where controlled receptacles are required classrooms, private offices, open office areas, conference rooms, co rooms, copy break rooms and modular P itions/workstations DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (CX) NO C405.5.3(1) Exterior lighting zone Indicate building exterior lighting zone as specified b the AHJ F Y NA C408.4 Scope of electrical power and lighting systems commissioning Indicate that all electrical systems (receptacles, transformers, motors, vertical and horizontal transportation) for which the WSEC requires control functions and / or configuration perform specific functions € P P are required to be commissionede g NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 50 watts, indicate rated lamp efficacy (in lumens per watt) in fixture schedule Indicate on plans the method of automatic Control for each controlled receptacle zone (occupant sensor or programmable time -of- day control); indicate that each zone served by a single controller does not exceed 5,000 sf NA C503.6.2 Interior lighting wiring -and circuiting alterations Where new wiring is installed to serve new interior luminaires and /or luminaires at relocated to a new circuit indicate manual and automatic lighting controls are provided (as applicable) - manual (C405.2.3); Occupancy sensor C405._ 1 ;light reduction p ( p.) (C405._ 3); daylight responsive (C405._ 4); specific application -(C4tJ5.2.; p p1 ) EXTERIOR LIGHTING POWER CALCULATION NA C405.5.3 Tradable allowances Demonstrate that total proposed tradable surface wattagedoes not exceed maximum allowed tradable surface wattage (including g (� g base site allowance); identifylocations of tradable surfaces on fans; provideWSEC P P exterior lighting compliance reports NA Wherc total building lighting load is > 20 kW, or where total lighting load of luminaires occupancy requiring daylight sensing and / all control > n kW, indicate that all automatic lighting control systems are required to be commissioned;. or provide building, lighting C405.2.5, Item 2 Switched receptacles in sleeping units Indicate method of automatic off control of all switched receptacles in sleeping units (vacancy or key card control) NA Where new wiring is installed to serve new C503.6.6 Electrical receptacle Where new receptacles are added or replaced power calculation demonstrating eligibility for exterior luminaires and /or luminaires are alerations within an alteration project that is 5.000 sf or exception relocated to a new circuit; indicate automatic lighting controls arc rovided (C405.2.6 € P ? larger, indicate receptacles are provided with automatic controls per C 05.10, or exception taken NA C405.13 Commissioning Indicate Cx requirements in plans and C408.1.I requirements in specifications for all applicable electrical and C408.1.2 construction lighting control systems per C408 MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION C408. 14.2 documents C 103.6.3 Page 6110 Page 7/10' Page 8/10 Page 9/10 Page 10/10 i..."*aa rrhitecture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright©2022 A Project for: Client: bi O a C2 OZa co V = EXPIRES: 09/30/2022 MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: Z,C, Reviewed By: T.M. Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title ELECTRICAL COMPLIANCE FORMS Sheet #: ELECTRICAL COMPLIANCE FORMS SCALE 1 N.T.S. 2ND PLAN CHECK SUBMITTAL © MCG ARCF 03.XX.22 1 ST PLAN C � iJRE 2021 ALL RI TS RESERVED K SUBMITTAL 12.17.21 L_ N I KEYED NOTES: < 1 EXISTING POLE LIGHTS: REPLACE THE (E) POLE LIGHTING WITH (N)TYPE P LED FIXTURES. PROVIDE POLE MOUNTING ACCESSORIES COMPATIBLE WITH EXISTING POLE. REUSE THE (E)POWER CONNECTION. CONTRACTORS SHALL FIELD VERIFY THE ELECTRICAL REQUIREMENTS PRIOR TO ROUGH -IN. REFER TO STRUCTURAL/CIVIL DRAWINGS FOR POLE FOUNDATION DETAILS. TYPE P FIXTURE: (N)LIGHTING FIXTURE UNDER SEPARATE PERMIT. MANUFACTURER: COOPER LIGHTING OR EQUAL MODEL NUMBER: GLEON-SA9C-740-U-T3-_-_-MS/X-L40W-PR-OA/RA1016 2 RELOCATE THE (E)LIGHTING POLE TO NEW LOCATION AS SHOWN. COORDINATE THE FINAL LOCATION WITH ARCHITECT AND CIVIL ENGINEER. EXTEND THE (E)POWER CONNECTION TO NEW LOCATION AS SHOWN. 3 RELOCATED POLE LIGHTS: REPLACE THE (E) POLE LIGHTING WITH (N)TYPE P LED FIXTURES. PROVIDE POLE MOUNTING ACCESSORIES COMPATIBLE WITH EXISTING POLE. REUSE THE (E)POWER CONNECTION. CONTRACTORS SHALL FIELD VERIFY THE ELECTRICAL REQUIREMENTS PRIOR TO ROUGH -IN. REFER TO STRUCTURAL/CIVIL DRAWINGS FOR POLE FOUNDATION DETAILS. TYPE P FIXTURE: (N)LIGHTING FIXTURE UNDER SEPARATE PERMIT. MANUFACTURER: COOPER LIGHTING OR EQUAL MODEL NUMBER: GLEON-SA9C-740-U-T3-MS/X-L40W-PR-OA/RA1016 RESUBMITTED 3/16/2022 SHEET NOTES CITY OF FEDERAL WAY A COMMUNITY DEVELOPMENT ALL TRENCHING, CUTTING AND PATCHING OF EXISTING PAVEMENT, CONCRETE SLAB FLOOR, WALL CORE DRILLING AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEMS SHOWN SHALL BE BY ELECTRICAL CONTRACTOR. PROVIDE PATCHING TO MATCH EXISTING SURFACE OR BETTER CONDITION. B THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. C ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. D ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40, SIZE TO MATCH EXISTING. RUN CODE SIZE INSULATED EQUIPMENT GROUND CONDUCTOR. E ALL ELECTRICAL DEVICES/EQUIPMENT MOUNTED OUTDOOR SHALL BE WEATHERPROOF (NEMA 3R) F ALL FUTURE AND SPARE CONDUITS SHALL BE PROVIDED WITH A NYLON PULL STRING. G ELECTRICAL CONTRACTOR TO FIELD VERIFY (E) CONDITION PRIOR TO BID. VERIFY (E) UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR PAVEMENT TO MATCH EXISTING. H COORDINATE PHASING OF WORK WITH CIVIL / OWNER PRIOR TO START OR WORK. mean reh; recture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright©2022 A Project for: o � � W x cLu 2oco EXPIRES: 09/30/2022 0 z � - NOTES SCALE N.T.S. Z Cn o O 00 = Q U � LL >_ U � Q v o� N Lu CV 0 w M W LL z Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: Z.C. Reviewed By: T.M. Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title ELECTRICAL SITE LIGHTING PLAN ELECTRICAL SITE LIGHTING PLAN SCALE 1 /16"=1'-0" 2 Sheet #: E2.0 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 F SHEET NOTES A SEE ELECTRICAL GENERAL NOTES ON SHEET E0.0 AND ELECTRICAL SPECS ON E0.1 FOR ADDITIONAL REQ I�gbib ITTED I B ALL CONDUIT BELOW RADE T BE PVC SCHEDULE 40. LOCATE 2'-6" BELOW GRADE AND PROVIDE CAUTIOjd3T Ell-.6 "2DJ? � C D ALL COftt l.113d�i TCtbtj:$ N♦ YEEL. ELECOOPR4UMTW T1)EMWLQPMEWND BACKFILL. ELECTRICAL CONTRACTOR TO COORDINATE TRENCH LOCATION FOR ALL UNDERGROUND CONDUIT(S) A 13 A A WITH CONSTRUCTION MANAGER AND UNDERGROUND SERVICE ALERT (USA) PRIOR --HP4-- 4 HP 1 }------------HP O I O O 4--- i O PROCEEDING WITH ANY WORK. HP-1 ------- --- --bR-- EM HP-3 HP-3 C E ALL OUTDOOR JUNCTION AND/OR PULL BOXES TO BE CAST STEEL NEMA 3R. 3 I I x® �14> a PANEL "M40" 13 ® x®14 O 4,PAN "M30" F ALL UNDERGROUND CONDUIT SHALL BE INSTALLED TO MEET THE MINIMUM COVER REQUIREMENT OF NEC TABLE 300 5 AND THE REQUIREMENTS OF ALL OTHER AUTHORITIES 3 I -�— 15 M2 ' HP-E m� 6 i I I G HAVING JURISDICTION. ALL INSTALLATION AND EQUIPMENT SHALL MEET LOCAL UTILITY CO AND LOCAL 5 i AUTHORITIES REQUIREMENTS. 7 I 6 O I I i HP-11 I I RTU eRT 7II I� I/ �I1e I I II IXI;�I ORTU I H I FOR UNDERGROUND TELEPHONE AND POWER CONDUITS, MAINTAIN 5' HORIZONTAL CLEARANCE FROM ALL WET UTILITY LINES. PRIOR TO START OF WORK, CONTRACTOR SHALL CONTACT AND COORDINATE ALL WORK I ON ROOF ON ROOF I ON ROOF I WITH UTILITY COMPANY. ALL ELECTRICAL INSTALLATIONS SHALL BE AS REQUIRED BY - SD rLJI 9M3 M1 i i s° rLJ M4 M2 M1 s° rLJ M4 M2 M1 UTILITY COMPANY. SCOPE OF WORK SHALL INCLUDE BUT NOT LIMITED TO: 11 ALL LABOR, TOOLS AND MATERIAL REQUIRED FOR THE ELECTRICAL INSTALLATIONS OF UNDERGROUND SERVICE CONDUITS, TRANSFORMER PAD, - BOLLARD POSTS, GROUNDING ETC. I I I i i 12 ALL FINAL INSPECTIONS AND FEE'S ON ALL UNDERGROUND TRENCHING, O A: ELECTRICAL DUCT BANK CONDUIT INSTALLATIONS, TRANSFORMER PAD AND I TRANSFORMER GROUNDING SYSTEMS. I J ALL UNDERGROUND CONCRETE PULL BOXES (IF APPLICABLE) SHALL BE INSTALLED IN I i ACCORDANCE WITH SCE REQUIREMENTS, RULES AND REGULATIONS. - - - - - — - - - - - - - - - - � - - - - - B K PRIOR TO START OF WORK, CONTRACTOR SHALL CONTACT AND COORDINATE ALL WORK I i EM1 THE LOCAL TELEPHONE AND CAN COMPANIES. ALL INSTALLATIONS SHALL BE AS HP 3 REQUIRED BY THE LOCAL TELEPHONE AND CATV COMPANIES. SCOPE OF WORK SHALL SU T E M 4 0 SUTE M 3 6 O HR1 INCLUDE BUT NOT LIMITED TO: I, i K1 ALL LABOR, TOOLS AND MATERIAL REQUIRED FOR THE INSTALLATIONS OF II UNDERGROUND CONDUITS, PLYWOOD BACKBOARD, GROUNDING ETC. I I K2 ALL FINAL INSPECTIONS. I I L COORDINATE ALL UTILITY WORK WITH DRY UTILITY CONSULTANT. SEE SINGLE LINE A 1 DIAGRAM FOR MORE INFORMATION. HPL1 O I I i i M REFER TO VOLTAGE DROP TABLE ON SHEET E4.0 TO DETERMINE POWER CONDUIT AND I I I i O HP+ 1 WIRE SIZE FOR 20A, 120/208V CIRCUITS, BASED ON THE EXACT LOAD AND DISTANCE FROM Wp I I I I I I THE ELECTRICAL PANEL. I ON ROOF I I N ALL EXIT AND EMERGENCY LIGHTS TO BE CONNECTED AHEAD OF ALL LIGHT SWITCHES AND 13 I� CONTROLS. I A I I I r ------- r � I I 0 PROVIDE APPROVED HANDLE TIE FOR ALL MULTIWIRE BRANCH CIRCUITS AS REQUIRED PER 0 HP�1 � i y i i i 4 i i i �, �, I I I N.E.C. & C.E.C. ART. 210.4(B). I I 13 WP 14 I I 13 WP ` ®X I I ON ROOF ON ROOF (� Q 14 ®X 0_\WP ON ROOF (� 4 I I I I i HPi 1 P E.C. SHALL PROVIDE ADDITIONAL EMERGENCY EGRESS LIGHTING AND EXIT SIGNAGE PER FIRE INSPECTOR REQUIREMENTS. EMI EM1 __ _ I I Q INSTALLATION OF CONDUITS AND WIRES SHALL BE CONCEALED ABOVE THE CEILING -- O O HP-1 O \ O O _ ' '.O-kP-1 AND BEHIND WALLS. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FOR EXPOSED LOCATIONS PRIOR TO ROUGH IN. USE WIREMOLD IN EXPOSED AREAS. HP-1 I �p1 HP-1 HP-1 ---- TYPICAL 2 - - - - - - - - - - - - - - R THE BOTTOM OF THE RECEPTACLE OUTLET BOXES SHALL NOT BE LESS THAN FIFTEEN INCHES ABOVE FINISHED FLOOR AND THE TOP OF THE OUTLET BOXES FOR CONTROLS TYPICAL 1 AND SWITCHES SHALL NOT BE MORE THAN FORTY-EIGHT INCHES ABOVE THE FINISHED 000 FLOOR. 00 00 0°0°0°0°0° S ALL J-BOXES, RECEPTACLES, DISCONNECT SWITCHES AND EQUIPMENT INSTALLED °°°°°°°°°° OUTDOOR SHALL BE RATED FOR OUTDOOR USE OR IN A NEMA 3R ENCLOSURE. N\ T ALL LIGHTING FIXTURES AND EMERGENCY FIXTURES REFER TO POWER CONNECTION TO PANEL "A", CIRCUIT #2, U.O.N. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL MOUNTING HEIGHT AND LOCATION. U CONTRACTOR SHALL LABEL BOTH END OF CONDUITS WITH SUITE NUMBER AND FUTURE USE. (i.e. FIRE ALARM) KEYED NOTES: x F61F&I 1 EXTERIOR LIGHTING TO BE CONTROLLED BY ASTRONOMICAL TIME CLOCK. (2-CHANNEL, °°°°°°°° °°°°°°°°°°°° 365-DAY ASTRONOMICAL TIME CLOCK WITH HOLIDAY SCHEDULING WITH LIGHTING ° ° ° ° qq2oo°0000002oo CONTACTORS IN NEMA-3R ENCLOSURE, FIELD VERIFY EXACT LOCATION WITH ARCHITECT o°o°oo°o°o°o° °o°°°°°°°°° PRIOR TO ROUGH -IN). SUBMIT PRODUCT DATA FOR ARCHITECT REVIEW AND APPROVAL. 2 EMERGENCY LIGHT: SEE ARCHITECTURAL DRAWINGS FOR FINAL MOUNTING HEIGHT AND LOCATION. 3 MAIN SWITCHBOARD MSB. FIELD COORDINATE EXACT LOCATION AND ORIENTATION OF THE SWITCHBOARD. COORDINATE ALL WORK WITH UTILITY CONSULTANT. SEE SINGLE -LINE DIAGRAM FOR ADDITIONAL INFORMATION. C 4 PROPOSED PANEL LOCATION. COORDINATE FINAL MOUNTING AND LOCATION WITH HP-1 ARCHITECT PRIOR TO ROUGH -IN. 5 2"C TERMINATE CONDUIT WITH PULL STRING IN TENANT CEILING SPACE FROM MAIN TELEPHONE TERMINAL BOARD FOR FUTURE TELEPHONE SERVICE. PROVIDE LABELED END TO END. N 6 PROVIDE 2"CONDUIT WITH PULL STRING TERMINATE CONDUITS STUBOUT IN TENANT CEILING SPACE AND MAIN ELECTRICAL ROOM CEILING SPACE FOR FUTURE FIRE ALARM 7 SYSTEM CONNECTION. PROVIDE LABELED END TO END. PROVIDE ELECTRICAL POWER AND LIGHTING PLAN SCALE % 1/8"=1'-0" ` ROOM CEILING SPACE FOR FUTURE TENANT SPACE EXTERIOR SIGN CONNECTION TO LANDLORD TIME CLOCK. PROVIDE LABELED END TO END. TENANT EXTERIOR SIGN SHALL BE POWERED FROM EACH TENANT SPACE PANELBOARD. 8 WALL MOUNTED ON/OFF SWITCH WITH MOTION SENSOR. 9 WALL SPACE FOR 4'x8' PLYWOOD TELE/DATA SERVICE BOARD. PROVIDE 120V POWER CONNECTION TO THE RECEPTACLES. HOMERUN 3/4'C, 2#10, 1#10G TO PANEL "HP", CIRCUIT #5. 10 WALL SPACE FOR FIRE ALARM CONTROL PANEL. PROVIDE 120V POWER CONNECTION TO THE RECEPTACLES. HOMERUN 3/4'C, 2#12, 1#12G TO PANEL "HP", CIRCUIT #9. 1 11 ASTRONOMICAL TIME CLOCK FOR THE EXTERIOR LIGHTING. 12 PENDANT MTD LT. 9'-0" AFF. CONNECT EMERGENCY BATTERY BACKUP TO UNSWITCHED CIRCUIT. 12A WALL MOUNTED LIGHT ABOVE DOOR FRAME. CONNECT EMERGENCY BATTERY BACKUP TO UNSWITCHED CIRCUIT. 13 J-BOX FOR FUTURE TENANT SIGNAGE. HOMERUN 1" CONDUIT WITH PULL STRING TO THE TENANT PANELBOARD. COORDINATE WITH ARCHITECT FOR THE FINAL LOCATION AND HEIGHT PRIOR TO ROUGH -IN. 14 EMERGENCY FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED CIRCUIT SERVING THE AREA. 16 14 14 15 PROVIDE 4" CONDUIT WITH STUB OUT IN TENANT SPACE FROM MAIN SWITCHBOARD IN HP-6 HP-8 HP-10 ®X O F ®x ELECTRICAL ROOM. EWH M5 EWH �`� O 16 OUTLET FOR AIR COMPRESSOR AND AIR DRYER. COORDINATE POWER REQUIREMENTS AND M5 E` �� J� LOCATION WITH FIRE PROTECTION ENGINEER. PRIOR TO ROUGH -IN. INSTALL PER HP-4 PANEL "HP" MANUFACTURER'S RECOMMENDATION AND REQUIREMENT. M1 FACTORY MOUNTED UNPOWERED GFCI CONVENIENCE OUTLET. 10 HP-7 J HOMERUN 3/4"C, 2#10, 1#10G TO TENANT PANELBOARD SERVING THE SPACE. B COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. HP-11 o 12 HP-11 12 HP-2 M2 FACTORY MOUNTED DISCONNECT SWITCH. HOMERUN 3#8, 1#10G IN MIN. 3/4" C. TO TENANT PANELBOARD SERVING THE SPACE. PROVIDE OVERCURRENT CIRCUIT PROTECTION AS RECOMMENDED BY HVAC MANUFACTURER. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. rH M3 FACTORY MOUNTED DISCONNECT SWITCH. HOMERUN 3#6, 1#10G IN MIN. 3/4" C. TO TENANT PANELBOARD SERVING THE SPACE. PROVIDE OVERCURRENT CIRCUIT OX 14 MAIN SWITCHBOARD "MSB" PROTECTION AS RECOMMENDED BY HVAC MANUFACTURER. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. M4 SMOKE DETECTOR. HOMERUN 3l4"C, 2#12, 1#12G TO PANELBOARD SERVING THE SPACE. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN M5 PROVIDE 120V POWER CONNECTION TO THE DISCONNECT SWITCH FOR THE WALL ELECTRIC HEATER. COORDINATE THE FINAL LOCATION AND HEIGHT WITH M.E. COORDINATE THE ELECTRICAL REQUIREMENT AND INSTALLATION DETAILS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. ELECTRICAL ENLARGED POWER AND LIGHTING PLAN SCALE 3 NOTES SCALE -0 1/2"=1'" N.T.S. KimI-ya, chitecture.com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: EXPIRES: 09/30/2022 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: Z.C. Reviewed By: T.M. Scale: AS SHOWN Date: 03.11.22 Filename: Sheet Title Sheet #: ELECTRICAL POWER AND LIGHTING PLAN E3.0 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L F_ VOLTAGE DROP CALCULATION (208/120V SYSTEM) BRANCH CIRCUIT: 3% MAX LOAD PER PHASE MAXIMIM SIZE CB WIRE SIZE GROUND WIRE SIZE MAXIMUM LENGTH OF BRANCH CIRCUIT PER UTILIZATION VOLTAGE NOTES AND REMARKS (KVA) (A) (AWG) (AWG) (120V, 1PH) (208V, 1PH) (208V, 3PH) < 1.92 20 #12 #12 56 FT. 85 FT. 113 FT. A #10 #10 94 FT. 141 FT. 188 FT. A #8 #8 144 FT 217 FT. 289 FT. A #6 #6 230 FT 345 FT. 460 FT. A < 1.44 20 #12 #12 75 FT. 113 FT. 150 FT. A #10 #10 125 FT 188 FT. 250 FT. A #8 #8 192 FT 289 FT. 385 FT. A #6 #6 306 FT 460 FT. 613 FT. A < 1.26 20 #12 #12 86 FT. 129 FT. 172 FT. #10 #10 143 FT 215 FT. 286 FT. #8 #8 220 FT 330 FT. 440 FT. < 1.08 20 #12 #12 100 FT 150 FT. 200 FT. #10 #10 167 FT 250 FT. 334 FT. #8 #8 256 FT 385 FT. 514 FT. < 0.9 20 #12 #12 120 FT 180 FT. 240 FT. #10 #10 200 FT 300 FT. 401 FT. < 0.72 20 #12 #12 150 FT 225 FT. 300 FT. #10 #10 250 FT 376 FT. 501 FT. 1. CONTRACTOR SHALL REFER TO THIS TABLE PRIOR TO START OF BRANCH CIRCUIT ROUGH -IN. 2. CONTRACTOR SHALL USE THE APPROPRIATE WIRE SIZE IN CONJUNCTION WITH THE LENGTH OF THE FIELD VERIFIED ROUTING OF BRANCH CIRCUIT WIRING (INCLUDING VERTICAL & LATERAL RUN, ROUTED PARALLEL/PERPENDICULAR TO THE BUILDING STRUCTURE). 3. SEE PANEL SCHEDULE FOR THE CORRESPONDING KVA LOAD PER PHASE OF APART ICULAR BRANCH CIRCUIT. 4. RESISTANCE VALUES ARE FOR UNCOATED COPPER WIRES IN STEEL CONDUIT, 75 DEGREE C., OPERATING AT 60 NOTES: A = THE VALUES IN "120V,1 PH" COLUMN IS TO BE USE FOR GENERAL PURPOSE RECEPTACLE LOADS. MAIN SERVICE EQUIPMENT MSB: IN A NEMA-1 1200A , 208/120V, 30, 4W, 65KAIC 0 ELM 0 XO E-90 O 200A 400A 200A 400A 3PO 3PO 3PO 3PO UGPS (N)UTILITY TRANSFORMER, 208/120V,30,4W 0 2 1 /2"C. (N)UTILITY SERVICE (N)PRIMARY SERVICE PER (PSE) REQUIREMENT 200 400 400 4 PARALLEL SETS (3-600 MCM H + 1-600 MCM N) IN 4"C. 3N 3N 3N HOUSE UNIT M36 STUB ON UNIT M40 PANEL (RETAIL) UNIT (REST.) 'HP' M36 O CEILING 0 SPACE FEEDER SCHEDULE TAG WIRE & CONDUIT SIZE TAG WIRE & CONDUIT SIZE 0 343/0 H+ 143/0 N+ 146G IN 2 1/2"C. 0 3-600 MCM H+ 1-600 MCM N+ 1-#3G IN 4"C. NOTES: 1. ALL WIRE SHALL BE COPPER AND INSULATION SHALL BE THHN, THWN-2, XHHW-2. 2. H - HOT/UNGROUNDED CONDUCTOR; N - NEUTRAL/GROUNDED CONDUCTOR; G - GROUNDING CONDUCTOR; IG - ISOLATED GROUNDING CONDUCTOR. 3. UNLESS LISTED OTHERWISE, THE AMPACITY OF 600V OR LESS CONDUCTORS SHALL BE BASED ON THE TERMINALS NOT TO EXCEED 60 DEG C (140 DEG F) FOR CONDUCTOR SIZE #14 THROUGH #1 AWG OR 75 DEG C (167 DEG F) FOR CONDUCTOR SIZES OVER #1 AWG. 4. WHERE THE PHASE CONDUCTORS ARE INCREASED IN SIZE (E.G. FOR VOLTAGE DROP COMPENSATION), EQUIPMENT GROUNDING CONDUCTOR SHALL BE INCREASED IN SIZE PROPORTIONATELY ACCORDING TO CIRCULAR MIL AREA OF THE PHASE CONDUCTOR. GENERAL NOTES: A. ALL ELECTRICAL EQUIPMENT AND FEEDERS ARE NEW UNLESS OTHERWISE NOTED AS "(E)" FOR EXI TINGSUBMITTED B. TORQUE ALL TERMINATIONS PER MANUFACTURER RECOMMENDATION. C. SWITCHBOARD SHJNq/2s9 HEGLE�L�INE DIAGRAM SHALL BE "FULLY -RATED" AVAILABLE AT TE POINT OF APPCI�ATIQN, INCDR��R MITING DEVIIC SHAS SPECIFIED. " 0241M(3[FDYP WILE. PROVIDE REQUIRED MARKING AS REQUIRED PER NEC ARTICLE 110.22(B) & (C) FOR SIGNAGE AT ALL PANELS AND EQUIPMENT. IF NOT "FULLY -RATED SYSTEM" CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING SERIES RATING AND INCLUDE A COPY OF ALL LABELING, INCLUDING RESPECTIVE UL LISTING, TO THE AHJ FOR REFERENCE. D. PROVIDE PHENOLIC NAMEPLATE LABELLING & TYPE WRITTEN PANEL DIRECTORY FOR ALL PANELS (EXISTING OR NEW). E. INTERIOR METAL PIPING SYSTEM SHALL BE BONDED TO THE GROUNDING ELECTRODE SYSTEM. F. GROUND AND NEUTRAL SHALL ONLY BE BONDED AT THE SERVICE EQUIPMENT AND AT THE SEPARATELY DERIVED SYSTEM. G. CONTRACTOR TO VERIFY THE INTEGRITY OF THE EXISTING GROUNDING ELECTRODE SYSTEM AND SUBMIT FINDINGS TO ELECTRICAL ENGINEER FOR REVIEW. H. EQUIPMENT LINE-UP IS BASED ON SQUARE D PRODUCTS. ALTERNATE MANUFACTURER (MYERSPOWER) IS ACCEPTABLE PROVIDED THAT IT MEETS THE DESIGN INTENT AND CLEARANCE REQUIREMENTS. I. ONLY U.L LISTED EQUIPMENT SHALL BE USED. J. PROVIDE ALL NECESSARY SIGNAGE, LABELING AND PLAQUES AS REQUIRED BY NEC 23-.70(B), 695 & 700. K. ELECTRICAL CONTRACTOR TO PROVIDE MAIN LUGS & ADAPTOR LUGS AS NEEDED FOR CONNECTIONS AT PANEL BOARDS AND EQUIPMENT. L. ELECTRICAL CONTRACTOR TO PROVIDE ALL FUSES AS REQUIRED. M. ALL METERING EQUIPMENTS SHALL BE SUBMITTED TO THE UTILITY PROVIDER FOR APPROVAL. N. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL TYPEWRITTEN PANEL DIRECTORIES IN ALL PANELBOARDS. 0. INSTALL ENGRAVED BAKELITE NAMEPLATE ON SERVICE DISCONNECT SWITCH IN LANDLORD'S SWITCHGEAR WITH DEMISED PREMISES' SPACE NUMBER. P. COMPLY WITH 2O17 NEC ARTICLE 240.81 (ARC ENERGY REDUCTION REQUIREMENT) CODED NOTES: 0 U1. PAD MOUNTED UTILITY TRANSFORMER. CONTRACTOR TO COORDINATE WITH UTILITY CO. REPRESENTATIVE FOR ALL WORK REQUIRED FOR THE POWER SERVICE. 1. GROUNDING ELECTRODE SYSTEM: CONNECT TO GROUNDING ELECTRODE SYSTEM USING #4/0. PROVIDE (3) 3/4" X 120" COPPER CLAD GROUND ROD - MINIMUM 72" APART. USE #4 CU WIRE FOR SOLE CONNECTION TO GROUND ROD. UNDERGROUND METAL WATER PIPE (WITHIN 5' OF ENTRANCE TO BUILDING), ALL METAL PIPING SYSTEM, CONTIGUOUS STRUCTURAL METAL (IF PRESENT) SHALL BE BONDED TO THE GROUNDED ELECTRODE SYSTEM IN MAIN ELECTRICAL ROOM USING #4/0. PROVIDE ADDITIONAL GROUNDING ELECTRODE WHERE RESISTANCE TO GROUND EXCEEDS 25 OHMS. 2. PROVIDE #4/0 AWG CU TO A 1/4" x 4" x 12" GROUND BUS BAR. 3. KWHR METER. COORDINATE METERING REQUIREMENT WITH UTILITY COMPANY. 4. FUSE TYPE. PROVIDE HANDLE -LOCK DEVICE. 5. 400A, 208/120V, 30 PANEL. 42 POLES, NEMA 1, 42KAIC 6. 200A, 208V/120V, 30 PANEL, 42 POLES. NEMA 1, 42KAIC 7. PROVIDE METER SOCKET FOR FUTURE USE. VOLTAGE DROP CALCULATION TABLE SCALE 4 I ELECTRICAL ONE -LINE DIAGRAM SCALE 3 I NOTES SCALE N.T.S. N.T.S. N.T.S. VOLTAGE: 208Y/120V WIRE: 4 MOUNTING: SURFACE NOTES: PANEL'HP' BUS RATING: 225A PHASE: 3 AIC RATING: 42K MAIN REQUIREMENT: 200A TYPE: 1 CONDITION: NEW F w z o o CB P T LOAD DESCRIPTION LOAD KVA of a LOAD KVA LOAD DESCRIPTION CB P T o o w z � 1 C 1 20 EXTERIOR LIGHTING 0.56 A 0.10 TIMECLOCK 1 20 D 2 3 D 1 20 EM EXTERIOR LIGHT 1.00 B 0.90 EWH-1 / ELEC ROOM 1 20 D 4 5 D 1 20 TELE/DATA SERVICE 0.36 C 0.90 EWH-2 / RISER ROOM 1 20 D 6 7 G 1 20 REC / ELEC ROOM 0.18 A 0.50 AIR COMPRESSOR 1 30 D 8 9 LO D 1 20 FIRE ALARM 1.00 B 0.50 AIR DRYER 1 20 D 10 11 C 1 20 INTERIOR LIGHTING / ELEC, FIRE ROOM 0.10 C SPARE 12 13 SPARE A SPARE 14 15 SPARE B SPARE 16 17 SPARE C SPARE 18 19 SPARE A SPARE 20 21 SPARE B SPARE 22 23 SPARE C SPARE 24 25 SPARE A SPARE 26 27 SPARE B SPARE 28 29 SPARE C SPARE 30 31 SPARE A SPARE 32 33 SPARE B SPARE 34 35 SPARE C SPARE 36 37 SPARE A SPARE 38 39 SPARE B SPARE 40 41 SPARE C SPARE 42 SEE ELECTRICAL LOAD CALCULATION FOR FUTURE LOAD ON PANEL HP. PANEL SCHEDULE NOTES GENERAL NOTES: CIRCUITS ITALICIZED ARE EXISTING TO REMAIN BALANCE PANELS WITHIN 10% PHASE TO PHASE PROVIDE UL LISTED HANDLE TIE FOR ALL MULTIWIRE BRANCH CIRCUITS CIRCUIT KEYED NOTES: LO PROVIDE LOCK "ON" CLAMP DEVICE ON BREAKER LF PROVIDE LOCK "OFF" CLAMP DEVICE ON BREAKER GFI PROVIDE BREAKER WITH GROUND FAULT CIRCUIT INTERRUPT BLDG I AREA (SQ.FT.) HOUSE PANEL 4200 DESCRIPTION VA / SQ.FT. DEMAND (VA) NEC DEMAND FACTOR LIGHTING 1 4200 125% of continuous load POWER 2 8400 100% for 1st 1OkVA & 50% for remaining FUTURE LOAD Future Equipment TOTAL CONNECTED VA= Ampere @ 120/208V, 3 phase, 4 wi re CONNECTED LOAD 5250 8400 49920 63570 i tll BLDG. I - 4,200 SF (1200A,208V,3PHASE) TOTAL BUILDING CONNECTED LOADS 1. SUITE M30 168.90 KVA 2. SUITE M40 128.20 KVA 3. HOUSE PANEL 63.57 KVA TOTAL CONNECTED KVA LOAD 360.7 KVA Amperes= 1002 @208V,3phase BLDG I AREA (SQ.FT.) 2548 DESCRIPTION GENERAL LIGHTING GENERAL POWER HVAC DEDICATED POWER MISC. OR KITCHEN EQUIPMENT BLDG I AREA (SQ.FT.) 1527 DESCRIPTION GENERAL LIGHTING GENERAL POWER HVAC DEDICATED POWER MISC. OR KITCHEN EQUIPMENT FUTURE RESTAURANT - SUITE M30 VA / SQ.FT. I DEMAND (VA) NEC DEMAND FACTOR CONNECTED LOAD (VA) 1.7 4332 125% of continuous load 5415 1 2548 100% for 1st 10kVA & 50% for remaining 2548 20 50960 100% + 125% for largest motor 63700 12740 100% for all 12740 130000 65% of total kitchen equipment load 84500 TOTAL CONNECTED VA= 168903 Ampere @ 120/208V, 3 phase, 4 wi re 469 FUTURE RESTAURANT - SUITE M40 VA / SQ.FT. I DEMAND (VA) I NEC DEMAND FACTOR 1.5 2291 125% of continuous load 1 1527 100% for 1st 1OkVA & 50% for remaining 20 30540 100% + 125% for largest motor 7635 100% for all 120000 65% of total kitchen equipment load TOTAL CONNECTED VA= Ampere @ 120/208V, 3 phase, 4 wi re CONNECTED LOAD (VA) 2863 1527 38175 7635 78000 128200 356 1 1 1 1-" a 1 r h; t e c t u r e. c o m 0 c c2 o z o c2 co Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright©2022 A Project for: Client: EXPIRES: 09/30/2022 (D Z U) J CY) C/) 0 0 0 00 gJLL a OJa� UW�� C\Iw w2�� = C� MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: Reviewed By: Scale: Date: 03.11.22 Filename: Sheet Title ELECTRICAL SINGLE -LINE DIAGRAM AND PANEL SCHEDULES - BLDG "I" L PANEL SCHEDULE NCTSE 5 ELECTRICAL LOAD CALCULATION NCTSE 2 Sheet #: E4.0 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 F 7 : PL MBIN FIXT RE HED LE...................................................::.::.::.::.::.::.::.::.::.::.............................................................:: U G U SC U FIXT. DESCRIPTION MANUFACTURER MODEL ROUGH -IN REMARKS ID (PROPOSED OR EQUAL) W V CW HW 9-INCH DIAMETER HEAVY-DUTY STRAINER, CAST IRON, NO -HUB, WITHY" TRAP AD-1 AREA DRAIN ZURN Z-508 3" 2" PRIMER CONNECTION, TO BE LOCATED AT THE TRASH ENCLOSURE RD-1 ROOF DRAIN ZURN Z-100-CR SAME AS 15" DIAMETER STRAINER, NO -HUB CAST IRON, COORDINATE EXACT PLACEMENT OF PIPE SIZE DECK PLATE PRIOR OF ACTUAL INSTALLATION OD-1 OVERFLOW DRAIN ZURN Z-100-CR-89 SAME AS 15" DIAMETER STRAINER, NO -HUB CAST IRON, WITH 2-INCH HIGH EXTERNAL DAM, PIPE SIZE COORDINATE EXACT PLACEMENT OF DECK PLATE PRIOR OF ACTUAL INSTALLATION DS-1 DOWNSPOUT NOZZLE ZURN Z-1 gg SEE PLAN DOWNSPOUT NOZZLE (COW -TONGUE) TO DAYLIGHT AT FACE OF BUILDING, SEE FOR SIZE PLANS FOR ELEVATION SAME AS COVER FLUSH TO FINISHED FLOOR OR GRADE, COVER SHALL BEAR A PERMANENT COTG CLEANOUT TO GRADE ZURN Z-1400 PIPE SIZE LABEL "SEWER" VISIBLE ON TOP WCO WALL CLEANOUT ZURN Z-1468 SAME AS NO HUB, POLISHED CHROME PIPE SIZE HB-1 HOSE BIBB MIFAB MHY-20-6 3/4" ENCASED, NON -FREEZE, ANTI -SIPHON VACUUM BREAKER, WITH VANDAL -RESISTANT OPERATING TEE KEY, MOUNT AT 24" ABOVE FINISHED FLOOR ACCESSIBLE, MOUNT AT SECURED LOCATION TO AVOID BEING DAMAGED, TP-1 TRAP PRIMER PPP INC. PR-500 1/2" PROVIDE ACCESS PANEL IF PLACED INSIDE A WALL, PROPERLY WRAP WITH HEAT TRACER FOR OUTDOOR LOCATION, FOLLOW MANUFACTURER'S INSTALLATION MANUAL SEE PLAN WITH TEHAMA REMOTE DISPLAY ONLY TW-105B-E, MOUNT AT EYE -LEVEL, WIRED WSM-1 WATER NEPTUNE T-10 FOR PIPE (24AWG) TO THE METER UP TO 15OFT MAX, BATTERY -POWERED, CONTRACTOR TO SUBMETER SIZE CONFIRM SPECS WITH THE LANDLORD REPRESENTATIVE PRIOR OF PURCHASING <... LEGEND:::::::::::::::::::::::::::::::::::::<<<<<<<<<<<<<<<<<<<<<<<<<<::: SYMBOL ABBREVIATION DESCRIPTION - CW COLD WATER PIPING - - HW HOT WATER PIPING - - GW- GW GREASE WASTE PIPING SS SOIL OR WASTE PIPING BELOW GRADE SS SS SOIL OR WASTE PIPING ABOVE GRADE -- - - - - - - -- V VENT PIPING CD CD CONDENSATE DRAIN PIPING D ID INDIRECT DRAIN PIPING $ WHA WATER HAMMER ARRESTOR P.O.C. POINT -OF -CONNECTION ] CAPPED UNION UP PIPE UP DN PIPE DOWN .. DN PIPE TEE DOWN SHUT-OFF VALVE CV CHECK VALVE RED REDUCER PUMP �- FCO/GCO FLOOR CLEANOUT OR GRADE CLEANOUT I I- CO/WCO WALL CLEANOUT I� BLIND PLUG REMOVABLE PLUG FOR CONDENSATE PIPING �I GAS COCK WITH UNION PRV PRESSURE REDUCING VALVE T&P TEMPERATURE & PRESSURE RELIEF VALVE AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR BG BELOW GROUND (E) EXISTING (N) NEW NTS NOT TO SCALE IE INVERT ELEVATION V.I.F. VERIFY IN FIELD (F) FUTURE FU FIXTURE UNIT AHJ AUTHORITY HAVING JURISDICTION :::::.SPE IFI ATI N S m ::D0 C) C w O W 0 "' Of w of w w _ = z z w w w a 00 a OU d O U NU) U w d O WY U � > > 2 W 0 � Y O SERVICES Q Q >_ } } m > o w REMARKS U 0 m H H Q a a COLD ABOVE GROUND • 5 WATER BELOW GROUND • 2 HOT ABOVE GROUND • 4 5 WATER BELOW GROUND • 4 ABOVE GROUND • • 1 5 WASTE • • 1 2 BELOW GROUND ABOVE GROUND • • 1 5 VENT BELOW GROUND • • 1 2 INDOOR • 5 NATOUTDOOR ABOVE • 3 GASURAL GROUND/ROOF • OUTDOOR BELOW GROUND ROOF DRAIN / ABOVE GROUND • • • 1 5 7 OVERFLOW BELOW GROUND • • • 1 2 7 CONDENSATE INDOOR • • 4 5 7 DRAIN OUTDOOR • • (7)(8) O FIELD VERIFY IF ABS DWV PLASTIC IS ALLOWED BY LOCAL AHJ PRIOR TO SUBSTITUTION. PLUMBER SHALL NOT INSTALL PLASTIC PIPING WITHOUT PRIOR APPROVAL FROM THE LOCAL AHJ. O PROTECT UNDERGROUND PIPING WITH APPROVED POLY WRAP OR PVC 10 MIL PIPE TAPE, EXCEPT FOR PLASTIC PIPING. O COATED WITH YELLOW ANTI -RUST PAINT. ® INSULATED. O FOR PLENUM RETURN ONLY, ALL PIPING WITHIN PLENUM TO BE FIRE RATED APPROVED INSULATION. © PROVIDE WITH 12 GAGE TRACER WIRE WRAP AROUND PE PIPING, TRACER WIRE SHALL BE EXTENDED ABOVE THE RISER TRANSITION FITTINGS AT BOTH ENDS OF PE PIPING. 7O FIELD VERIFY IF PVC DWV PLASTIC IS ALLOWED BY LOCAL AHJ PRIOR TO SUBSTITUTION. PLUMBER SHALL NOT INSTALL PLASTIC PIPING WITHOUT PRIOR APPROVAL FROM THE LOCAL AHJ. ® OUTDOOR PLASTIC PIPING SHALL BE PROPERLY WRAP WITH APPROVED 10 MIL TAPE OR COAT WITH APPROVED UV -RESISTANT MATERIALS TO PROTECT THE PIPING FROM UV LIGHT DEGRADATION. STEEL PIPE FOR GAS THREADED UP TO 3%" WELDED 4" OR LARGER GENERAL NOTES .......:........:........ ........<:....... 1. PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK AND GENERAL AR I TJJJ1rT }PMENT, PIPING, ETC., AND THE APPROXIMATE SIZE OF EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBING WORK. PLUMBING CONTRACTOR SHALL CONSULT GENERAL, SPRINKLER, HEATING/VENTILATING/AIR CONDITIONING CONTRACT AND ELECTRICAL DRAWINGS TO BE FAMILIARIZEDIyNiH�/UgR#�F�jdpERIFY THE SPACES IN WHICH THE PLUMBING WORK WILL BE INSTALLED. ..7 1 V � �. V L G 2. BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNI(91WT)FIN(Q,IFLB QF 40 YHOWN. WHERE SUCH ITEMS ARE REQ IRED Y OTHER SECTIONS F THE R WHERE THEY ARE REQUIRED BY THE NAT ANDtI STALL ED AT NO ADDITIONAOL COST O THE OWNER. OTHE DRAWINGS INDICATE GENERAL LOCATIONS F PIP NG,JE UIPPMENT, DUCTWORK AND SIMIILAR. THEY EXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB. 3. ALL EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJURY OR THEFT. PLUMBING FIXTURES SHALL BE COVERED WITH HEAVY PAPER COVERINGS AFTER INSTALLATION AND SHALL BE THOROUGHLY CLEANED AFTER COMPLETION OF THE PROJECT. 4. ALL MATERIALS SUCH AS VALVES, FITTINGS, PIPING, EQUIPMENT, PUMPS, COILS, ETC., SHALL BE PROPERLY PROTECTED, AND ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOR THE WORK UNDER HIS CHARGE, ON A DAILY BASIS, AT THE END OF EACH WORKING DAY, SO AS TO PREVENT OBSTRUCTION AND DAMAGE. THE ABOVE REQUIREMENTS ARE MANDATORY. 5. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE OF WASHINGTON, AND KING COUNTY AND LOCAL CODES, CITY OF FEDERAL WAY LAWS OR ORDINANCES, INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. 6. ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE PLUMBING AND BUILDING CODES, NATIONAL ELECTRICAL CODE, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE AMERICAN GAS ASSOCIATION, AND ALL SUCH OTHER SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE SPECIFICATIONS. 7. PIPE SIZES SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODE MINIMUM, EXCEPT WHEN THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN. 8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON WHICH HE SHALL ACCURATELY RECORD THE ACTUAL INSTALLATION OF ALL PLUMBING WORK. AS WORK PROGRESSES, MARK CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS, ADDENDA, FORMAL CHANGE ORDERS OR OTHER INSTRUCTIONS ISSUED BY THE ENGINEER. 9. THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES, FIXTURES, AND ASSOCIATED APPURTENANCES EXACTLY AS THEY ARE ERECTED AND INSTALLED. 10. MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION. ALSO, MARK LOCATIONS OF ALL VALVES AND VARIOUS EQUIPMENT, APPARATUS, AND ASSOCIATED APPURTENANCES AS ERECTED WEEKLY DURING CONSTRUCTION. 11. AT THE COMPLETION OF THE JOB THESE PRINTS, INCORPORATING CHANGES, ADDENDA AND ADDED DATA NOTED ON MARKED -UP PRINTS, INCLUDING DIMENSIONED LOCATIONS OF UNDERGROUND PIPING BEYOND LIMITS OF BUILDING, SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT. THE PRINTS WILL BE RETURNED WITH APPROPRIATE COMMENTS AND RECOMMENDATIONS. THESE CORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE REVISIONS, ADDITIONS AND DELETIONS OF WORK, SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS. 12. WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A FIRE -STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE -STOP MATERIAL SHALL BE UL APPROVED, PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL, AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE AUTHORITY. 13. ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES. 14. GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT TOWARD THE POINT OF DISPOSAL. WHEN APPROVED BY ADMINISTRATIVE AUTHORITY, PIPE SIZE 4" AND LARGER MAY HAVE A SLOPE OF NOT LESS THAN 1/8" PER FOOT. 15. WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. 16. FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS. 17. PROVIDE PIPING AND FIXTURE TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR SPECIFIED AS REQUIRING SOIL, WASTE, DRAIN AND VENT FACILITIES. 18. LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPE AND DRAINS. 19. PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 100' OR AS REQUIRED BY LOCAL PLUMBING CODE AND WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND WASTE STACKS. INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FOR RODDING. CLEANOUTS SHALL BE THE SAME SIZE AS PIPE SERVED EXCEPT THAT NO CLEANOUT NEED BE LARGER THAN FOUR INCHES. 20. EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND 1OFT MINIMUM AWAY FROM ANY FRESH AIR INTAKES AND AT LEAST 24 INCHES AWAY FROM A PARAPET WALL. 21. SANITARY VENT PIPING SHALL BE GRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BE CONTINUOUSLY UPWARD. 22. VENTS: PROVIDE FLASHING FOR STACKS PASSING THROUGH ROOF. MAKE WATER -TIGHT AT ROOF WITH 4LB. SHEET LEAD; EXTEND INTO ROOFING FELTS AT LEAST 24" FROM PIPES. EXTEND LEAD COLLAR UP AROUND OUTSIDE AND TURN DOWN INSIDE VENTS AT THE TOP. DO NOT LOCATE VENT THROUGH ROOF LESS THAN 24 INCHES FROM A PARAPET WALL. 23. ALL PLUMBING FIXTURES AND PIPING ARE TO BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY AND PROPERLY LABELED. 24. COORDINATE ALL LOCATIONS, SIZES, AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. NO PIPE TO BE PLACED THROUGH FOOTING UNLESS APPROVED BY THE STRUCTURAL ENGINEER. 25. ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITH AN EXPANSION FITTINGS OR IN ANOTHER MANNER ACCEPTABLE TO THE ENGINEER. 26. PLUMBING CONTRACTOR SHALL CONNECT ALL GAS PIPING TO ALL GAS RELATED UNITS PER PLAN WITH LISTED AND APPROVED GAS SHUT-OFF VALVE, SEDIMENT TRAP, AND UNION. 27. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 28. PENETRATION OF FLOOR/CEILING ASSEMBLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE -RESISTANCE RATING SHALL BE PROTECTED IN ACCORDANCE WITH THE BUILDING CODE. 29. WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI, AN APPROVED LEAD-FREE WATER -PRESSURE REDUCING VALVE CONFORMING TO ASSE 1003 WITH STRAINER SHALL BE INSTALLED TO REDUCE THE PRESSURE IN THE BUILDING WATER DISTRIBUTION PIPING TO 80 PSI STATIC OR LESS. 30. DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH THE LOCAL AND THE 2018 WASHINGTON PLUMBING CODE. 31. PROPER ACCESS MUST BE PROVIDED FOR THE TESTING AND MAINTENANCE OF THE BACKFLOW PREVENTER. 32. ALL OVERHEAD PIPING SHALL MAINTAIN AT LEAST 5-0" CLEARANCE IN FRONT OF THE HVAC SUPPLY AND RETURN OPENINGS. 33. ALL HORIZONTAL RAINWATER LEADERS SHALL BE STRUCTURALLY SUPPORTED AS TIGHT AS POSSIBLE BELOW THE BUILDING STRUCTURES TO GAIN MORE HEAD SPACE AS IT PITCH TOWARDS THE LOWEST POINT TO KEEP WASTE PIPING WITHIN THE CEILING SPACE. 34. INSTALL MAIN SHUT OFF VALVE ON DOMESTIC WATER LINE INSIDE SPACE WHERE IT IS EASILY ACCESSIBLE, OR AS NOTED ON THE PLANS. 35. NO PLUMBING PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. 36. GENERAL CONTRACTOR TO COORDINATE WITH THE PUGET SOUND ENERGY THE REQUIRED ELEVATION AND CLEARANCES FOR GAS METERS. 3/4 INCH AND 1 INCH, 5 FEET 1-1/4 INCHES AND LARGER, 10 FEET 1/2 INCH, 6 FEET; 3/4 INCH AND 1 INCH, 8 FEET; 1-1/4 INCHES EVERY FLOOR LEVEL ALL SIZES, 4 FEET; ALLOW FOR EXPANSION BASE AND EACH FLOOR; PROVIDE SCHEDULE 40 PVC AND ABS DWV SOLVENT CEMENTED EVERY 30 FEET MID -STORY GUIDES; PROVIDE FOR EXPANSION EVERY 30 FEET : HEFT IND :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. ::::::::::. DWG NO. DRAWING TITLE P0.1 PLUMBING GENERAL NOTES, LEGEND AND SCHEDULES P0.2 PLUMBING SPECIFICATIONS P2.0 PLUMBING FLOOR PLAN P2.1 PLUMBING ROOF PLAN P4.0 PLUMBING DETAILS it, Pan rph; Lecture. com e� Lu c3oca- ui z�z z Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: EXPIRES: 09/30/2022 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: RP Reviewed By: CD Scale: NOT TO SCALE Date: 03.11.22 Filename: Sheet Title: PLUMBING GENERAL NOTES, INDEX, LEGEND AND SCHEDULES Sheet # PO. 1 (D MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L_ I F 7 ............................................................................................................................................................................................................................................................................................................................................... . ................................................................................................................................................................................................................................................................................................................................................................... . ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .........................................................................................................................................................................................................................................................................................................................................I. :::::::::::::::::::::::.....::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: PE IFI ATI N ., 1.00 - GENERAL SECTION 15400 - PLUMBING 2.02 VALVES D. APPLY A WATER TEST TO THE WA ,%iT9sT WHETHER IN ITS ENTIRETY OR IN SECTIONS; IF APPLIED TO THE ENTIRE SYSTEM, TIGHTLY CLOSE ALL OPENINGS IN THE PIPING EXCEPT THE HIGHEST 1.01 DESCRIPTION OF WORK A. GATE VALVES: RED & WHITE 204 OR EQUAL, 3" AND SMALLER. B. CHECK VALVES: RED &WHITE 238 OR EQUAL, 3"AND SMALLER. OPENING, AND FILL THE SYSTEM WITH W. E/ 11 �YE(202)21RFLOW. IF THE SYSTEM IS TESTED IN T O SECTIONS, TIGHTLY PLUG EACH OPENING EkkCEPTTHE HIGHEST OPENING OF THE SECTION UNDER TEST, FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR AND/OR REASONABLY C. BALL VALVES: NIBCO 580-70 OR EQUAL, 3" AND SMALLER. AND FILL EACH SECTION WITH U T A EAD WATER. TESTING INCIDENTAL TO THE COMPLETION OF THE FOLLOWING WORK. SUCCESSIVE SECTIONS, TEST TPP�XT�I DING SECTION SO THAT NO JOINT 2.03 PLUMBING FIXTURES AND TRIM: OR PIPE IN THE BUILDING (E;f�;o�F3EMYST I�®'$ MNff L HAVE BEEN SUBMITTED TO A A. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDING SEWER AS SHOWN. TEST OF LESS THAN A 10' HEAD OF WATER. KEEP WATER IN THE SYSTEM OR IN THE PORTION UNDER TEST FOR A. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. SEE PLUMBING AT LEAST 24 HOURS BEFORE INSPECTION STARTS, WITH THE SYSTEM TIGHT AT ALL POINTS. B. DOMESTIC HOT AND COLD WATER SYSTEMS INCLUDING WATER HEATER, AND RELATED ACCESSORIES AND FIXTURE SCHEDULE. CONTROLS. CONNECTION TO BUILDING WATER AS SHOWN. E. DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER A PRESSURE OF NOT LESS B. ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. DUAL -FLUSH WATER CLOSETS SHALL THAN 120 PSI. PIPING MUST STAND THE TEST FOR A PERIOD OF 24 HOURS WITHOUT LEAKING. C. PLUMBING FIXTURES, TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT. HAVE EFFECTIVE VOLUME FLUSH NOT TO EXCEED 1.28 GPF. IT'S THE AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. F. CHLORINATION OF THE DOMESTIC COLD AND HOT WATER PIPING SYSTEMS IN ACCORDANCE WITH D. FLASHING AND SEALING OF ROOF AND EXTERIOR WALL PENETRATIONS FOR WATER TIGHTNESS. STANDARD TESTING PROCEDURES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. TESTING BY A FIRM C. WALL MOUNT URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. SUCH AS BENNET-MARINE OR EQUAL. SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS. E. CAULKING AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFT PENETRATIONS. D. WHERE NON -WATER URINALS ARE INSTALLED, THEY SHALL HAVE A WATER DISTRIBUTION LINE ROUGH -IN G. UPON COMPLETION OF TESTING, CERTIFY TO THE ARCHITECT, IN WRITING THAT THE F. BACKING FOR SECURING FIXTURES, TRIM AND PIPING. TO EACH INDIVIDUAL URINAL LOCATION IN THE EVENT OF A RETROFIT. SPECIFIED TESTS HAVE BEEN PERFORMED AND THAT THE INSTALLATION COMPLIES WITH THE SPECIFIED G. ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE. 2.04 PIPE HANGERS AND SUPPORTS REQUIREMENTS. H. HANGERS, SUPPORTS, AND GUIDES. A. SUPERSTRUT, GRINNELL, OR APPROVED EQUAL. H. GAS PIPING SYSTEM SHALL BE TESTED WITH 60 PSIG NITROGEN AIR FOR 30 MINUTES. B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. I. WHERE THE SERVING GAS SUPPLIER DELIVERS GAS AT A PRESSURE GREATER THAN 2 PSI FOR PIPING I. CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS, FIXTURES AND EQUIPMENT. C. PIPE HANGERS SHALL HAVE NON-METALLIC FELT OR ELASTOMERIC LINER OR WRAP APPLIED TO THE PIPE SYSTEM S SERVING APPLIANCES DESIGNED TO OPERATE AT A GAS PRESSURE OF 14" W.C. OR LESS, FOR ELECTROLYTIC PROTECTION WHERE HANGERS AND SUPPORTS ARE USED TO SUPPORT COPPER TUBING OVERPRESSURE PROTECTION DEVICES SHALL BE INSTALLED. J. RECORD DRAWINGS AND OPERATING MANUALS. OR PIPE. THE LINER OR WRAP SHALL BE DESIGNED TO ALLOW EXPANSION OR CONTRACTION OF THE PIPING. K. LICENSE, PERMITS AND ASSOCIATED FEES. 2.05 PIPE SLEEVES J. NO PLUMBING OR DRAINAGE SYSTEM, BUILDING SEWER, PRIVATE SEWER DISPOSAL SYSTEM, OR PART THEREOF, SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND L. CUTTING, DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBING WORK. A. SHALL BE PROVIDED TO PROTECT ALL PIPING THROUGH CONCRETE AND MASONRY WALLS. ACCEPTED. ANNULAR SPACES BETWEEN SLEEVES AND PIPES SHALL BE FILLED OR CAULKED IN AN APPROVED K. WHERE PIPES ARE INSTALLED IN CEILINGS ABOVE SUCH AREAS, THE CEILING SHALL BE OF THE M. CONDENSATE DRAINS FROM HVAC EQUIPMENT, AND GAS PIPING MANNER. ANNULAR SPACES BETWEEN SLEEVES AND PIPES IN FIRE -RESISTANCE -RATED ASSEMBLIES REMOVABLE TYPE, OR SHALL BE PROVIDED WITH ACCESS PANELS IN ORDER TO FORM A READY ACCESS FOR SHALL BE FILLED OR TIGHTLY CAULKED IN ACCORDANCE WITH THE BUILDING CODE. ALL UNDERSLAB CAST INSPECTION OF PIPING. 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS IRON PIPING SHALL BE COVERED WITH POLYETHYLENE SLEEVE (POLYWRAP) AND CONTRACTOR MUST FOLLOW MANUFACTURER'S MANUAL FOR PROPER INSTALLATION. L. ALL PIPING BE VIBRATION ISOLATED FROM THE STRUCTURE. A. HVAC AND ELECTRICAL WORK. 15500 AND 16000 B. FIRE PROTECTION WORK 153000 (IF APPLICABLE) B. OPENINGS INTO A DRAINAGE OR VENT SYSTEM, EXCEPTING THOSE OPENINGS TO WHICH PLUMBING M. PIPING CONNECTIONS SHALL NOT BE SUBJECT TO UNDUE STRAINS OR STRESSES AND PROVISIONS FIXTURES ARE PROPERLY CONNECTED OR WHICH CONSTITUTE VENT TERMINALS, SHALL BE PERMANENTLY SHALL BE MADE FOR EXPANSION, CONTRACTION AND STRUCTURAL SETTLEMENT TO PREVENT SEPARATION OF 1.03 EXAMINATION OF SITE PLUGGED OR CAPPED IN AN APPROVED MANNER, USING THE APPROPRIATE MATERIALS. THE JOINT OR PHYSICAL DAMAGE. AN APPROVED EXPANSION OR FLEXIBLE PIPE FITTINGS SHALL BE PROVIDED A. VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS C. PIPING PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. VOIDS AROUND AND ACCESSIBLE. WHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL PIPING PASSING THROUGH CONCRETE FLOORS ON THE GROUND SHALL BE SEALED. SLEEVES SHALL BE N. WHERE LOCAL CONDITIONS INCLUDE EARTHQUAKE, TORNADO, UNSTABLE GROUND, OR FLOOD COSTS. CONTRACTOR SHALL ASSUME REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE PROVIDED TO PROTECT PIPING THROUGH CONCRETE ND MASONRY WALLS, AND CONCRETE FLOORS. NO HAZARDS, SPECIAL CONSIDERATION SHALL BE PROVIDED TO INCREASE STRENGTH AND FLEXIBILITY OF PIPING PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR PLUMBING PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. IN EXTERIOR WALLS, ANNULAR SUPPORTS AND CONNECTIONS. ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL. SPACE BETWEEN SLEEVES AND PIPES SHALL BE SEALED AND MADE WATERTIGHT. B. VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS 2.06 TEMPERATURE AND PRESSURE RELIEF VALVE 3.03 PIPING INSTALLATION UNDER WHICH WORK IS TO BE PERFORMED, ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TEMPERATURE & PRESSURE RELIEF VALVE SHALL DISCHARGE FULL LINE SIZE TO AN APPROVED WASTE A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS WILL NOT BE FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE RECEPTOR THROUGH AN AIR GAP AS INDICATED ON PLANS OR 6" MINIMUM, 12" MAXIMUM. PERMITTED EXCEPT FOR BELL SHAPED COPPER BUSHINGS. SUCH EXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT. CONTRACTOR IS RESPONSIBLE FOR BECOMING 2.07 SCALD GUARD PROTECTION B. INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPER PIPING AND FERROUS COMPLETELY FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AND LIMITATIONS WHICH PIPING OR EQUIPMENT - EPCO, OR EQUAL. WILL EXIST IN THE BUILDING AND TO PROVIDE ALL LABOR, TOOLS AND MATERIALS REQUIRED TO PRODUCE A PROVIDE AND INSTALL LAVATORY SCALD PROTECTION FOR WASTE PIPING AND HOT WATER PIPING IN C. INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OR EQUIPMENT WITH SPECIAL CARE. COMPLETELY CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED BY COMPLIANCE WITH ASME A112.18.9 . SHOW NO TOOL MARKS OR THREADS AT FITTINGS. THE CODE. 2.08 DOMESTIC PIPING INSULATION D. CAP OPENINGS IN PIPING DURING CONSTRUCTION. C. A REDUCTION OF PIPE AREA THAT OFFERS AN OBSTRUCTION TO FLOW THROUGH THE DRAIN SHALL BE PROHIBITED. A. PROVIDE AND INSTALL "INSULATION PROTECTION SHIELD" FOR PIPING WITH FOAM OR FIBERGLASS E. PROVIDE 85% RED BRASS PIPE IPS, IN CONNECTION TO FAUCETS, FLUSH VALVES, HOSE INSULATION. BIBBS OR SIMILAR ITEMS REQUIRING RIGID PIPING. EXTEND BRASS PIPE FROM FIXTURE TO 1.04 DRAWINGS POINT WHERE PIPING CAN BE SECURELY FASTENED TO BUILDING CONSTRUCTION. ALL EXPOSED B. INSULATE ALL RAINWATER PIPING WITH 1" THICK FIBERGLASS INSULATION BELOW THE DECK UP TO 25 FEET PIPING AND STOP VALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS. THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND OF HORIZONTAL RUN. MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS C. INSULATE ALL HORIZONTAL WASTE PIPING (HUNG) WITH 1-1/2" THICK FIBERGLASS INSULATION ABOVE NOISE F. INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TO FACILITATE DISASSEMBLY SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS SENSITIVE AREAS ONLY. INSULATE ALL EXPOSED WATER PIPING AT THE TRASH ENCLOSURE. OF PIPING. FOUND SHALL BE MADE. G. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS WITH D. INSULATE ALL DOMESTIC WATER PIPING OUTSIDE THE BUILDING OR ON ROOF WITH 1-1/2" THICK ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT 1.05 RULES AND REGULATIONS ARMSTRONG ARMAFLEX OR APPROVED EQUAL, AND SECTIONS BUTTED FIRMLY TOGETHER. SAME. CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF E. INSULATE ALL CONDENSATE DRAIN PIPING WITH 1/2" THICK ARMSTRONG ARMAFLEX OR EQUAL, AND ACCEPTABLE TO THE ARCHITECT. THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. NOTHING IN SECTIONS BUTTED FIRMLY TOGETHER. H. SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED. THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. F. INSULATE ALL HOT WATER PIPING AND HOT WATER RETURN PIPING. THE INSULATION FOR HOT WATER AND I. MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER, OR SILFOS; CLEAN SURFACES TO BE RETURN PIPING SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN 1" FOR A PIPE UP TO 1" JOINED FREE OF OIL, GREASE, RUST OR OXIDES AND APPLY FLUX TO EACH JOINT BEFORE B. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO DIAMETER, 1.25" FOR 1-1/4" PIPE, 1.5" FOR 1-1/2" PIPE, 2" FOR 2" PIPE OR MORE IN DIAMETER. THE FIRST EIGHT HEATING ASSEMBLY. COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN FEET OF HOT AND COLD OUTLET PIPING, INCLUDING PIPING BETWEEN STORAGE TANK AND A HEAT TRAP, FOR THESE SPECIFICATIONS OF DRAWINGS. A NON -RECIRCULATING STORAGE SYSTEM. J. ROUGH -IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENT FURNISHED UNDER OTHER C. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'S MECH/ELECT. DESIGN G. PROVIDE AND INSTALL SCALD GUARD PROTECTION/INSULATION UNDER SINKS WITH EXPOSED P-TRAPS AND DIVISIONS, REQUIRING PLUMBING CONNECTIONS. CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL HOT WATER SUPPLIES. K. ALL PIPING BE VIBRATION ISOLATED FROM THE STRUCTURE. OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES THE H. ALL OUTDOOR INSULATION SHALL BE PROTECTED WITH ALUMINUM JACKET. L. NO WATER SUPPLY SYSTEM OR PORTION THEREOF SHALL BE COVERED OR CONCEALED UNTIL IT FIRST HAS STRICTEST INTERPRETATION SHALL APPLY. BEEN TESTED, INSPECTED, AND APPROVED. I. ABS PIPING EXPOSED TO SUNLIGHT THAT IS PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. PVC 1.06 SUBMITTALS PIPING SHALL NOT BE EXPOSED TO DIRECT SUNLIGHT. PVC PIPING EXPOSED TO SUNLIGHT THAT IS 3.04 SUBSTITUTIONS PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. PVC PIPING WRAPPED WITH NOT LESS THAN 0.04 A. SUBMIT FOR REVIEW TO THE OWNER A "COMPLETE AND ALL-INCLUSIVE" LIST OF EQUIPMENT AND INCH THICK TAPE OR OTHERWISE PROTECTED FROM UV DEGRADATION. A. ONE OR MORE MAKES OF MATERIALS AND METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE MATERIALS PROPOSED FOR USE (IN PDF), ACCOMPANIED BY MANUFACTURER'S DATA SHEETS. DATA SHALL BE STANDARD OF QUALITY, WORKMANSHIP, FINISH AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS FORWARDED IN A SINGLE PACKAGE WRITTEN 15 DAYS AFTER AWARD OF CONTRACT. SUBMIT SIX BLACKLINE J. PIPING SUBJECT TO OPERATION AT TEMPERATURES THAT WILL FORM CONDENSATION ON THE EXTERIOR OF EQUAL OR BETTER IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, MAY BE PRINTS AND ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED PLUMBING INSTALLATION. INCLUDE THE PIPE SHALL BE THERMALLY INSULATED. SUBMITTED FOR REVIEW AND APPROVAL AS SUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. APPROVAL BY ARCHITECT, ENGINEER, AND OWNER. 2.09 CLEANOUT B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT PDF OF A LETTER STATING ANY MATERIALS THAT B. SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS A. ACCESSIBLE CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE STACK AND STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL, OR BETTER THAN SPECIFIED. ADDITIONAL MANUFACTURER'S NAME, TYPE OF MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY RAINWATER LEADERS. ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH DOCUMENTATION TO SUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER, ARCHITECT, INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. CLEANOUT MUST BE PROVIDED ON A AND ENGINEER. CONTRACTOR SHALL SUBMIT AS DIRECTED. EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED. HORIZONTAL DRAIN LINE EXCEEDING 5FT OR MORE IN LENGTH SERVING SINKS OR URINALS. AN APPROVED TYPE OF 2-WAY CLEANOUT FITTING SHALL BE INSTALLED OUTSIDE OF A BUILDING AT THE LOWER END OF A C. CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED CSI 1.07 AS -BUILT DRAWINGS BUILDING DRAIN AND EXTENDED TO GRADE. CLEANOUT SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" BY SUBSTITUTION FORM INCLUDE THE COMPARISON FOR FOLLOWING: 24" IN FRONT OF THE CLEANOUT. CLEANOUT SHALL BE PROVIDED FOR PRESSURE DRAINAGE SYSTEMS. 1. PERFORMANCE DATA A SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH HE SHALL INDICATE THE 2. DIMENSIONS3. INSTALLATION "AS -BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET OR B. CONDENSATE DRAIN LINES SHALL BE CONFIGURED OR PROVIDED WITH A CLEANOUT TO PERMIT THE COSTS AND DELIVERY SCHEDULE REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON CLEARING OF BLOCKAGES AND FOR MAINTENANCE WITHOUT REQUIRING THE DRAIN LINE TO BE CUT. 4. LISTED AND APPROVED THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLE, ALONG WITH ONE SET OF BLUEPRINTS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL 2.10 WATER HEATER D. A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION ACCEPTANCE OF THE PROJECT. REQUEST FORM ASSURING THAT: A. PROVIDE ANCHORS AND STRAPS TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. 1.08 GUARANTEE 1. DIMENSIONS HAS BEEN VERIFIED WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER B. STRAPPING SHALL BE LOCATED UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS. STRAPS SHALL BE TRADES. SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS. THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY A MINIMUM 2"X16 GAGE PROPERLY SECURED TO WALL STUDS. ELEVATE WATER HEATER AT LEAST 4" MINIMUM DEFECTIVE MATERIAL, WORKMANSHIP OR FINISH. HE SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT ABOVE THE FINISHED FLOOR WITH AN APPROVED BASE. PROVIDE A 22 GAGE WATER TIGHT DRAIN PAN, 2. HE SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING REDESIGN, CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE CORROSION RESISTANT, AT THE BOTTOM OF THE WATER HEATER. DRAIN PAN SHALL HAVE A 3/4" DRAIN LINE REENGINEERING AND REVIEW OF SUBSTITUTION. ONLY ONE ENGINEERING REVIEW TIME IS ALLOWED FOR EACH OF FILING OF THE NOTICE OF COMPLETION. TO BE DISCHARGED INTO AN APPROVED RECEPTOR BY MEANS OF AN AIR GAP. A PROPERLY SIZED THERMAL PRODUCT SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REVIEW TIME AND SHALL PAY EXPANSION TANK SHALL BE PROVIDED AT THE WATER HEATER. HOT WATER SUPPLY FOR THE LAVATORIES ARCHITECT AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS AND HAND SINKS SHALL NOT EXCEED 110°F TEMPERATURE. A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBING C. HOT WATER DELIVERED FROM PUBLIC -USE LAVATORIES SHALL BE LIMITED TO A MAXIMUM TEMPERATURE 3. HE HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. THREE (3) COPIES OF THE MANUAL SHALL BE BOUND OF 110 DEGREES FAHRENHEIT BY A DEVICE THAT IS IN ACCORDANCE WITH ASSE 1070 OR CSA B125.3. THE TRADES, THE CONSTRUCTION SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS. IN HARDBACK BINDERS. WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. 4. HE HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE B. PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT. INSTRUCTION PERIOD TO D. APPLIANCES LOCATED ON ROOFS OR OTHER ELEVATED LOCATIONS EXCEEDING 15 FEET IN HEIGHT SHALL PROPOSED SUBSTITUTION. COMMENCE FOR MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. BE ACCESSIBLE. INSIDE ACCESS TO THE ROOF SHALL BE PROVIDED WITH A PERMANENT LADDER. E. COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF 1.10 CUTTING AND PATCHING 2.11 TRENCHING THE SUBSTITUTION IS PERMITTED. A. THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE A. TRENCHES DEEPER THAN THE FOOTING OF A BUILDING OR STRUCTURE, AND PARALLELING THE SAME, F. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. SHALL BE LOCATED NOT LESS THAN 45 DEGREES FROM THE BOTTOM EXTERIOR EDGE OF THE FOOTING. ACCEPTANCE IS RECEIVED FROM THE OWNER. THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL MATCH ACCURATELY 2.12 CONDENSATE CONTROL 3.05 COORDINATION ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. A. WHERE AN EQUIPMENT OR APPLIANCE IS INSTALLED IN A SPACE WHERE DAMAGE IS CAPABLE OF A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH -IN AND RESULTING FROM CONDENSATE OVERFLOW, AN OVERFLOW DRAIN LINE SHALL BE PROVIDED. AN ADDITIONAL CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE PLUMBING CONNECTIONS. 2.00 - MATERIALS - PIPING WATERTIGHT PAN OF CORROSION -RESISTANT MATERIAL, WITH A SEPARATE LINE, INSTALLED BENEATH THE INFORM CONTRACTORS OF OTHER TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND COOLING COIL, FURNACE, OR THE APPLIANCE TO CATCH THE OVERFLOW CONDENSATE DUE TO A CLOGGED EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH THE LOCAL AUTHORITY HAVING PRIMARY CONDENSATE DRAIN. IN THE EVENT A DRAIN PAN IS TO BE MOUNTED LOWER THAN THE DRAIN JURISDICTION. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. DISCHARGE LOCATION, A WATER LEVEL DETECTING DEVICE SHALL BE PROVIDED THAT WILL SHUT OFF THE B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. EQUIPMENT OR APPLIANCE DUE TO A CLOGGED PRIMARY CONDENSATE DRAIN. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO A. INTERIOR UNDERGROUND STORM, SANITARY AND WASTE PIPING: SERVICE WEIGHT CAST IRON NO -HUB C.I. PIPE AND FITTINGS, 3.00 -INSTALLATION AND EXECUTION PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE COMPLYING WITH CISPI STANDARDS, OR ABS DWV SCH40 IF ALLOWED BY THE LOCAL AUTHORITY HAVING MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BEAT THE CONTRACTOR'S RISK AND JURISDICTION. 3.01 GENERAL EXPENSE. B. INTERIOR DOMESTIC WATER PIPING ABOVE GROUND: A. CAST-IRON HUBLESS WITH STAINLESS STEEL SHIELDED COUPLING SHALL BE SUPPORTED HORIZONTALLY AT 3.06 MARKING AND IDENTIFICATION 3" AND SMALLER - TYPE L HARD TEMPERED COPPER WITH SOLDER END FITTINGS. 95-5 TIN AND ANTIMONY EVERY OTHER JOINT, UNLESS OVER 4 FEET, THEN SUPPORT EACH JOINT ADJACENT TO JOINT, NOT TO EXCEED SOLDER JOINTING (LEAD-FREE). 18", BRACE AT NOT MORE THAN 40FT INTERVALS, SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION. ALL DOMESTIC COLD WATER, HOT WATER, SANITARY SEWER, SANITARY VENT, CONDENSATE DRAIN, AND HANGERS SHALL NOT BE PLACED ON THE COUPLING. SUPPORT VERTICAL PIPES AT THE BASE AND EACH NATURAL GAS PIPING SHALL HAVE VISIBLE PERMANENT LABELS AT EVERY 20 FEET, THE DIRECTION OF NORMAL C. DOMESTIC WATER PIPING BELOW GROUND: FLOOR NOT TO EXCEED 15FT. HANGERS AND SUPPORTS FOR ALL PIPING SHALL COMPLY WITH THE LATEST FLOW SHALL BE CLEARLY SHOWN, AT LEAST ONCE PER ROOM, AND SHALL BE VISIBLE FROM THE LOOR LEVEL. TYPE K COPPER PIPE SHALL BE USED. WHEN PIPING IS INSTALLED WITHIN A BUILDING AND UNDER A CONCRETE SLAB, IT STATE PLUMBING CODE. THE MINIMUM SIZE OF THE LETTERS SHOWN ON TABLE 6-1 BELOW. VALVES SHALL BE LABELED WITH STENCILED SHALL BE INSTALLED WITHOUT JOINTS. WHEN JOINTS ARE UNAVOIDABLE, THEY SHALL BE BRAZED. a. PROTECTIVE PIPE COVERING SHALL BE FACTORY OR FIELD APPLIED ACCORDINGLY TO MANUFACTURERS WRITTEN 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING OR STAMPED METAL TAGS BEARING THE NAME OF THE SYSTEM THEY CARRY. INSTRUCTIONS. b. 2'/2" OR LARGER: PRODUCTS SHALL BE POLYKEN NO. 1027 PRIMER AND POLYKEN NO. 910 TAPE COATING, 10 MIL, B. INSTALL PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS, TO CONFORM WITH TABLE 6-1 MINIMUM 1" OVERLAP REQUIRED. c. 2" AND SMALLER: PRODUCTS SHALL BE 10 MIL PLASTIC SLEEVE PROTECTOR. BUILDING REQUIREMENTS. PIPE TO BE FREE OF DEFECTS, AND INSTALLED TO AVOID ANY POSSIBLE GALVANIC PIPE SIZE (INCHES) SIZE OF LETTER (INCHES) ACTION BY ISOLATING DISSIMILAR METALS. � 1 D. CONDENSATE DRAIN PIPING: 1 % - 2 X COPPER WATER TUBE ASTM B88, TYPE "M", SOLDER WITH 95-5 SOLDER, LEAD-FREE TYPE. C. TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMIC CONDITIONS FOR 2Y - 6 1 Y DYNAMIC TESTING RECORD PRESSURE AND FLOW RATE IN GALLONS PER MINUTE. TRANSMIT THIS 8 2Y E. GAS PIPING: GALVANIZED STEEL, SCH 40 AND FITTINGS FOR OUTDOOR. BLACK STEEL, SCH 40 AND FITTINGS INFORMATION TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. -10 FOR INDOOR ABOVE GROUND. 3" AND SMALLER STEEL PIPES SHALL BE THREADED, 4" AND LARGER STEEL PIPES ARE TO BE WELDED. USE APPROVED POLYETHYLENE YELLOW PIPING (PE) FOR ALL OUTDOOR D. PROVIDE ALL TESTS SPECIFIED HEREINAFTER AND AS OTHERWISE REQUIRED. PROVIDE ALL TEST UNDERGROUND PIPING WITH 14 GAGE TRACER WIRE AND SHALL NOT COME IN CONTACT WITH PE PIPING. PE EQUIPMENT, INCLUDING TEST PUMPS, GAUGES, INSTRUMENTS AND OTHER EQUIPMENT REQUIRED. PRESSURE PIPE MUST BE JOINED BY HEAT FUSION METHOD OF CONNECTING PIPE AND FITTINGS OR APPROVED GAUGES USED SHALL BE GRADUATED IN INCREMENTS NOT GREATER THAN 5 POUNDS PER SQUARE INCH.. NO MECHANICAL FITTINGS. PLUMBING OR DRAINAGE SYSTEM OR PART THEREOF SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNLESS IT HAS BEEN SPECIFIED. CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, F. PLASTIC PIPE, PLASTIC PIPE FITTINGS, AND COMPONENTS OTHER THAN THOSE FOR GAS SHALL COMPLY AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTIONS. WITH NSF 14. CAST-IRON SOIL PIPE AND HUBLESS COUPLINGS SHALL BE THIRD PARTY CERTIFIED IN ACCORDANCE WITH ASTM C1277 AND CISPI 310. 2.01 PIPE FLASHINGS 4 LBS. LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVED EQUAL. CONTRACTOR SHALL VERIFY COMPATIBILITY WITH ROOFING MATERIALS. ... rriia rrrh � tecture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: eN a N= z W Lu C. o co EXPIRES: 09/30/2022 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: RP Reviewed By: CD Scale: NOT TO SCALE Date: 03.11.22 Filename: Sheet Title: Sheet #: PLUMBING SPECIFICATIONS PO.2 Q MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L I F 7 2"CW B.G 13 BY CIVIL �_j F- I - - 2"CW BIG 71 . 6"RWL B.G. I I 3"G (MAX. 1,500 CFH) 3"G (MAX. 1,500 CFH) I - 2 / vt-1-1/4"G(180CFH) GW 1-1/4"G (216 CFH) 11/ \ll I I L___1 L - - -J L - - -J - - - - - - - - - - --------------------------- �00000 �H� I I �3/4"CW B.G. I RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT GENERAL NOTES: 1. PLUMBING CONTRACTOR SHALL INSTALL AND ROUTE OVERHEAD PLUMBING LINES AT LEAST 5' AWAY FROM ROOFTOP UNITS, SUPPLY, AND RETURN GRILLE/DUCT ROOF PENETRATIONS. 2. PLUMBING CONTRACTOR SHALL AVOID LOCATING OR MOUNTING OVERHEAD PLUMBING LINES DIRECTLY ABOVE THE ELECTRICAL PANELS OR EQUIPMENT. 3. PLUMBING CONTRACTOR TO ROUTE ALL PLUMBING LINES AS CLOSE TO STRUCTURE AS POSSIBLE. 4. PROVIDE WARNING TAPE AROUND SEWER AND GREASE LINE TO PREVENT DAMAGE DURING FUTURE DIGGING. PLUMBING KEY NOTES: OX 1. 4" WASTE STUB -OUT, HARD -CAP FLUSH TO FINISHED FLOOR FOR FUTURE USE. 2. 4"GREASE WASTE STUB -OUT, HARD -CAP FLUSH TO FINISHED FLOOR FOR FUTURE USE. 3. 4"VENT THRU ROOF WITH 4" VENT STUB -OUT BELOW ROOF DECK FOR FUTURE CONNECTION. 4. 1"CW STUB -OUT WITH 1" WATER SUBMETER FOR FUTURE USE. 5. 2"CW STUB -OUT WITH 2"WATER SUBMETER FOR FUTURE USE. 6. 2" CW MAIN RISER. PROVIDE MAIN SHUT-OFF VALVE ON RISER. 7. 4"SS & 2"V FOR FIRE RISER STANDPIPE DRAIN. 8. 1/2"CW TO TRAP PRIMER VALVE FOR 4"STANDPIPE / TRASH ENCLOSURE AREA DRAIN 9. 3/4"CW DOWN TO HB-1, 24" ABOVE FINISHED FLOOR, WITH BUILT-IN VACUUM BREAKER. INSTALL SHUT-OFF VALVE AT THE VERTICAL PORTION OF THE PIPE WITH ACCESS PANEL APPROXIMATELY 36" ABOVE FINISHED FLOOR. PAINT ACCESS PANEL TO MATCH EXTERIOR FINISHED WALL. 10. (2)WATER SUBMETER REMOTE READERS, TO BE MOUNTED AT 5' AFF. COORDINATE FINAL LOCATION WITH THE LANDLORD'S REPRESENTATIVE. 11. SS POINT OF CONNECTION TO SS LINE BY CIVIL. VERIFY IN FIELD EXACT SIZE, LOCATION AND INVERT ELEVATION. PROVIDE 6" 2-WAY CLEANOUT TO GRADE AT POINT OF CONNECTION. 12. GW POINT OF CONNECTION TO GW LINE BY CIVIL. VERIFY IN FIELD EXACT SIZE, LOCATION AND INVERT ELEVATION. PROVIDE 4" 2-WAY CLEANOUT TO GRADE AT POINT OF CONNECTION. 13. COLD WATER SUPLY LINE POINT OF CONNECTION TO 2"CW LINE FROM WATER METER w/BACKFLOW PREVENTER BY CIVIL VERIFY IN FIELD EXACT SIZE AND LOCATION. 14. 4"RWL & 4"OFL FROM ROOF DRAIN (RD-1) & OVERFLOW DRAIN (OD-1). 15. 6"OFL TO DAYLIGHT AT 18" AFF THROUGH DS-1. 16. 6"RWL DOWN TO BELOW GROUND, TO BE CONNECTED TO SITE STORM SYSTEM BY CIVIL. 17. (2) GAS METERS, DELIVERY PRESSURE OF 0.25 PSI. PROVIDE SEISMIC SHUT-OFF VALVE AT EACH METER. 18. (2)GAS RISERS UP TO BELOW ROOF DECK 19. NOT USED. 20. 3"G STUB AND CAP BELOW ROOF DECK FOR FUTURE CONNECTION. 21. NOT USED. 22. 1-1/4"G UP TO ROOF. 23. 3"SS DOWN & 2"V UP TO TRASH ENCLOSURE AREA DRAIN. 2"V UP THROUGH ROOF. 24. 4"V B.G. STUB -OUT BELOW GROUND FOR GREASE INTERCEPTOR CONNECTION BY CIVIL. 25. 4"V B.G. FROM GREASE INTERCEPTOR UP IN WALL. 26. 3/4"CW UP TO HB-1, 24" ABOVE FINISHED FLOOR, WITH BUILT-IN VACUUM BREAKER. INSTALL SHUT-OFF VALVE AT THE VERTICAL PORTION OF THE PIPE WITH ACCESS PANEL APPROXIMATELY 12" ABOVE FINISHED FLOOR. PAINT ACCESS PANEL TO MATCH EXTERIOR FINISHED WALL. 27. 3/4"CW DOWN TO BELOW GROUND TO TRASH ENCLOSURE. 28. 3"SS FROM TRASH ENCLOSURE AREA DRAIN EXTEND AS NEEDED AND CONNECT TO MAIN SITE SEWER LINE BY CIVIL. VERIFY IN FIELD EXACT SIZE AND LOCATION PRIOR TO WORK. 29. 2"CW STUB -OUT FOR FUTURE USE, TO REMAIN UNUSED AT THIS PHASE OF PROJECT. Kim can rirh; tecture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: 0 Lug 91-3 EXPIRES: 09/30/2022 (D Z � J 00c)) gJLL a OJa� Lu�� C\Iw w2�� = C� 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: RP Reviewed By: CD Scale: 1 /8" = 1'-0" Date: 03.11.22 Filename: Sheet Title: PLUMBING FLOOR PLAN Sheet #: P2.0 (D MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L I F 7 1 2 3 � � I I I 4"RD-1(2,200 SF) 4"RD-1(2,200 SF) 4"OD-1(2,200 SF) G 4"OD-1(2,200 SF) I RTU 7.5 TON RTU 5 TON 3 GAS INPUT: 180 MBH 2 GAS INPUT: 108 MBH RTU 5 TON 1 GAS INPUT: 108 MBH 3 / I 1-1/4"G (180 CFH) 3�7 VG (108 CFH) 1"G (108 CFH) 1-1/4"G (216 CFH) I \ � I -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - I- RESUBMITTED 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 1. ALL PIPING SHOULD BE SUPPORTED ON BLOCK w/ROOF PROTECTION. 2. ALL GAS LINES TO BE PRIMED AND PAINTED YELLOW ANTI CORROSION. PLUMBING KEY NOTES: OX 1. 4"VENT THRU ROOF. EXTEND VENT PIPES 12" ABOVE ROOF AND 10'-0" MINIMUM AWAY FROM ANY FRESH AIR INTAKES. MAINTAIN AT LEAST 24" AWAY FROM C THE PARAPET WALLS. 2. MECHANICAL ROOF TOP UNIT. CONDENSATE DRAIN TO DISCHARGE ONTO ROOF SURFACE. 3. 1-1/4"G FROM BELOW. Kim can rirh; tecture. com Seal: ACTES ENGINEERING 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 fx: (408) 522-5260 info@acies.net Copyright ©2022 A Project for: Client: 0 Lug 91-3 EXPIRES: 09/30/2022 0 Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: RP Reviewed By: CD Scale: 1 /8" = 1'-0" Date: 03.11.22 Filename: Sheet Title: PLUMBING ROOF PLAN Sheet #: P2.1 (D MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L I F 4" TO SANITARY SEWER 4" STANDPIPE FINISHED FLOOR 2" COLD WATER FROM Z) ACCESSIBLE TRAP PRIMER z Q VALVE 0 0 N � 1/2"COLD WATER SHUT-OFF VALVE UNION 1/2" TRAP PRIMER VALVE TP-1 VACUUM BREATHER PORTS. 4" STANDPIPE DRAIN T 1/2" FIN. FLOOR SEWER GASES SCALE ...... <:; TRAP PRIMER FOR STANDPIPE DRAIN NOT 13 .................................................................................................................. NO 0 SCALE : ................. I AREA DRAIN FLOOR SLOPE @ 2% 1/2"CW FROM TRAP PRIMER AREA DRAIN NTS CLEANOUT BOX WITH Cl LID SET IN 18" SQ CONC BOX FINISH GRADE 0 6" CONC PAD REINFORCED W/6" x 6" x 1/4" WIRE MESH COVER WYE FITTING —� REMARK: ROOF DRAIN TO BE LOCATED INSIDE SUMP ON ROOF, MINIMUM 2" BELOW MAIN ROOF LEVEL. COORDINATE WITH ARCHITECT DETAIL #1 / A.501 ROOF DRAIN OVERFLOW DRAIN 2" EXTERNAL WATER DAM WATER PROOFING MEMBRANE ��61H �II�II 0000 � INSULATION 2"MIN. ROOF DECK NOTES: 1. PLUMBING CONTRACTOR SHALL COORDINATE WITH STRUCTURAL ENGINEER AND ROOFING CONTRACTOR FOR ROOF DRAIN LOCATION AND INSTALLATION REQUIREMENTS. REMARK: OVERFLOW LEADER TO BE LOCATED INSIDE EXPOSED EXTERIOR WALL CAVITY COORDINATE WITH ARCHITECT DETAIL #7 / A.501 ALL THREADED ROD PIPE RISER WALL BRACKET INTERIOR OVERFLOW LEADER AS CLOSE AS POSS BE. V SEE ARCHITECTURAL DRAWINGS FOR WALL DETAIL (24"MAX.) OVERFLOW DOWNSPOUT (DS-1) TOP VIEW SEE ARCHITECTURAL DRAWINGS FOR WALL DETAIL PROVIDE BLOCKOUT 1" LARGER IN DIAMETER THAN DRAIN LINE - SEAL ALL AROUND TYPICAL TO ALL WALL PENETRATIONS OVERFLOW DOWNSPOUT (DS-1) FINISHED FLOOR SEE ARCHITECTURAL PLANS FOR EXACT ELEVATION FINISHED GRADE 0 0' F1 I I� :.III- ..' ... ~ ..:. ° r=' SIDE SECTION VIEW OVERFLOW LEADER NOT TO SCA PIPE CLAMP PIPES FIXED STRUT SUPPOR 1 UAL ,EN C�QDDM DY PYRAMID ST SERIES 3TH TO SUIT NOTES: 1. PIPE SUPPORTS SHALL BE SPACED AS SPECIFIED IN THE SPECIFICATIONS. 2. DO NOT ATTACH SUPPORTS TO ROOF. PROVIDE PROTECTIVE MEMBRANE BETWEEN ROOF AND SUPPORT PER ROOFING MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL BY THE PLUMBING CONTRACTOR. PIPE SUPPORT ON ROOF SCALE 11 NOT TO SCALE REMARK: COORDINATE WITH ARCHITECT DETAIL #9 / A.501 :l TERMINATE 10'-0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW. 2'-0" MIN FROM ANY WALL OR STRUCTURE. =ALANT :OUNTER FLASHING SLEEVE LBS SEAMLESS LEAD FLASHING TEEL REINFORCED BOOT ,LL SEALANT SHALL BE COMPATIBLE WITH ROOF 3/4"' 3/4" HOSE CONNECTION WITH INTEGRAL VACUUM BREAKER 24" ABOVE FINISHED FLOOR ROOF DECK J 2" MINIMUM f i— B 12" MAXIMUM JOIST A ~ (2) #12 x 1-1/2" WOOD SCREW TAPPED SIDE BEAM CONNECTOR 1 D ALL THREAD HANGER ROD ROD SIZE DIMENSION MAX LOAD A B C D 1/2" 3/4" 1-1/8" 3/8" 1/2" 180 LBS ATTACHMENT OF BRACE TO WOOD STRUCTURE SCALE NOT TO SCALE STRUCTURE USE PROPER ATTACHMENT FOR STRUCTURE APPROVED SWAY BRACE ATTACHMENT TO STRUCTURE HANGER ROD PER TABLE CLEVIS HANGER / FELT -LINED ADJUSTABLE CLEVIS HANGER HORIZONTAL COPPER PIPING PIPE SIZE ROD SIZE MAXIMUM SPACING 1" 1%" Y81, 6' 2" %" a 8' F2/"T 10, HORIZONTAL CAST IRON PIPING PIPE SIZE ROD SIZE MAXIMUM SPACING 2" 8" EVERY OTHER JOINT, 3" 4" �" UNLESS OVER 4 FT 6"-8" THEN SUPPORT EACH JOINT HORIZONTAL GAS PIPING PIPE SIZE ROD SIZE MAXIMUM SPACING 4 1, 5' 1%" - 2" 10, 3" - 4" 10, 6" - 8" 4„ 10, ---------------------------------------------------------------------- SCALE SCALE -------------- ENCASED WALL HYDRANT WITH VACUUM BREAKER OVERHEAD PIPE SUPPORT 6 2 NOT TO SCALE NOT TO SCALE ---1K WITH 6 OR 7 INCHES SLACK ONLY 6 FROM GAS SUPPLY 5 4 PACK SPACE BETWEEN PIPING AND PENETRATION OPENING WITH MATERIAL APPROVED BY UNDERWRITERS LABORATORIES FOR THROUGH PENETRATION FIRE STOP SYSTEMS. MATERIALS, METHODS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH UL APPROVED LISTING AND SHALL BE DESIGNED TO ACT AS A FIRESTOP AS WELL AS A COLD SMOKE, NOXIOUS GAS AND WATER TO SEALANT. SUBMIT LISTING NUMBERS AND DETAILS FROM UL FIRE RESISTANT DIRECTORY FOR ALL SUCH SYSTEMS TO BE USED. INSULATE PIPES 3 FEET TO EITHER SIDE OF PENETRATION WITH MATERIAL SPECIFIED IN THE UL FIRE RESISTANCE DIRECTORY IF REQUIRED TO OBTAIN THE T-AND F- RATINGS. DIELECTRIC UNI DIELECTRIC UNIO 0 WALL AND FLOOR O2 PIPE OR INSULATED PIPE 6" SEDIMENT TRAP O3 FIRE BARRIER - "3M PRODUCTS INC." FIRE BARRIER CAULK CP25 WB+, MOLDABLE PUTTY+, FIRE BARRIER 2001 SILICONE SEALANT 4O PIPE COVERING FOR FLAME RETARDANT POLYPROPYLENE PIPING FIRE STOPPING ASSEMBLY. O5 STEEL COLLAR FOR FRPP FIRE STOPPING ASSEMBLY. © PACKING MATERIAL FOR FRPP FIRE STOPPING ASSEMBLY. USE FOLLOWING APPLICABLE UL SYSTEMS FOR THE CONSTRUCTION TYPES LISTED. ALL GAS PIPING SHALL BE COATED WITH ANTI -RUST YELLOW PAINT SANITARY TEE FLUSH COVER � SECURING SREW FINISHED FLOOR n ADJUSTING COLLAR CLEANOUT PLUG AND BODY, SEE SPECS. BEND FULL SIZE, 4" MAX. WYE (WYE WITH REDUCING BRANCH IF MAIN IS OVER 4") PLUG IF END OF LINE FLOW FLOOR CLEANOUT FINISHED WALL -ACCESS COVER ,L WASTE PIPE CLEANOUT DETAIL SCALE 8 NOT TO SCALE CONSTRUCTION TYPE THROUGH PENETRATION FIRESTOP SYSTEM NUMBERS CONCRETE FLOORS C-AJ-5002 (1 HR), C-AJ-5003 (1 HR) CONCRETE OR MASONRY WALLS C-AJ-5002 (1 HR), C-AJ-5003 (1 HR) ........................................................ SCALE ::::::::::::::.::.PIPE THROUGH FIRE RATED WALL AND FLOOR NOT TO SCALE ANCHOR BOLT, TYPICAL ANGLE CLIP (DOUBLE), ORIENT TO DECK SPAN. FIELD DRILL HOLES IN ANGLE CLIP FOR ANCHOR BOLTS TO SET IN DECK TROUGH LONGITUDINAL ANGLE BRACE SLOPE 1:1 _"�e %_ 1 1] --a— BRACE HANGER RODS OVER T-0" LONG WITH 2"x2"x1/2" VERTICAL ANGLE BRACE WELD 1" AT 24" SPACING TRANSVERSE ANGLE BRACE BOLT WITH CUT WASHER 12 GA. CLIP PIPE SLEEVE OVER BOLT PIPE SIZE ANGLE BRACE BOLT TO ANGLE ANGLE CLIP ANCHOR BOLTS OR INSERTS 2" 2"x2" 16 GA. 1/2" 3"x3"x1/2"x1'4' 1/2 3,4 2"x2" 16 GA. 1/2" 3"x3"x1/2"x1'4' 1/2 5,6 2.5N2.5" 16 GA. 1/2" 5"x3"x1/2"x1'4' 1/2 8 YxY 12 GA. 1/2" 2-5x3x1/2x1'4' 2 10 YxY 12 GA. 1" 2-5x3x1/2"x1'-4" 2 2"x 2"x12 GA. CHANNEL MAY BE USED ** BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTITUTED FOR LONGITUDINAL ANGLE CLIP TO FACILITATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF ANCHOR BOLTS TO THAT SHOWN. **" PROVIDE MINIMUM EMBEDMENT OF 1 1/2" ABOVE TOP OF METAL DECK FOR ALL ANCHOR BOLTS. ALL ANCHOR BOLTS SHALL BE OF NON -EPDXY TYPE SEISMIC SUPPORT FOR PIPES SCALE 4 NOT TO SCALE r,, rriia rrrh tecture. com 0 eN Cm W Z C3 cm CD Seal: ACIES ,S�A� Z. WAS of y/Ngr//C' cry ENGINEERING A 400 N. McCarthy Blvd, ste 250 Milpitas, CA 95035 ph: (408) 522-5255 �� fx: (408) 522-5260 q 36755 �FSS/OVAL info@acies.net Copyrght©2022 EXPIRES: 09/30/2022 A Project for: Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.60 Drawn By: RP Reviewed By: CD Scale: NOT TO SCALE Date: 03.11.22 Filename: Sheet Title: PLUMBING DETAILS Sheet #: P4.0 Qc MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.XX.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 L