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HomeMy WebLinkAboutP Floor Plans Part One 1805041 C1 _2 � A4.2 1 F G G9 A4.3 A4.3 28'-11 30'-0" 30'-0" 30'-0" 13'-11" / 12'-8" J 13'-9" 20'-2 1/2" \ 25'-0" R. 0. EQ. EQ. 25'-0" R. 0. EQ. EQ. 25'-0" R.O. EQ. 6'-1" 12 \ 2 521 22 F A2.11 � H H 5 O O G I ----------co CD ---------- IT ooo 00. I C)� m I � 1 14O I J 9 O 19 I KITCHEN _ i 108B O 100B 109 O 1 v o VESTIBULE 00 � o �IF i A6.2 O © 26 i 7 \ A6.1 106 I 10 10,_0„ �' 2 \ OP21FHA \ D 1 P21 FH A up 00 5 \LO25 I A7.1 - - - 109A JJ �O Q N 0 I �_j L ------- _r x 1 P1 FH A 1.1 FOYER I `i `MAIN � ELECT. PANEL ROOM 3.zd108 "' \ 3 101 40 A4.3 � OB of 11'-9 1/2" 18 P1 FH A L` _00O ASK -018 I I 2 I I 7 4 � I I ` 1 0 O 0 21 FH A A4.1 N SPRINKLER I I A4.1 I I � I I I I o o � 2 � RISER I ROOM I I I I Ihffi �20 A7. 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A4.3 1 -0 12'-3 1/2" 6'-10" 4'-4" I I11 lo COLLI NS rn CONSULTANT ISSUED: MARK DATE DESCRIPTION PROJECT NUMBER FERRO1.14.065 DRAWN BY C.C. FIRST ISSUE DATE 6/19/2015 PERMIT RESUBMITTAL 6/17/2016 CONFORMED SET 1/09/2017 CONSTRUCTION SET 6/20/2017 PERMIT RESUBMITTAL 3/1/2018 SEAL SHEET TITLE / NUMBER MAIN LEVEL FLOOR P LAN ■ 2/15/18 710 SECOND AVENUE • SUITE 1400 SEATTLE, WASHINGTON 98104-1710 Z© T • 206.245.2100 F • 206.245.2101 URL • WWW.COLLINSWOERMAN.COM LEGEND 1 -HOUR FIRE BARRIER WALL OWINDOW TYPE MAIN LEVEL FLOOR PLAN 1/4" = 1'-0" KEYNOTES O1 FLOOR DRAIN OEXISTING WINDOWS TO BE REMOVED: CONCRETE OPENINGS TO BE INFILLED WITH 2 -HOUR RATED SHAFfWALL TYPE S1r. 3O FUTURE ADA ACCESSIBLE LIFT FOR STAGE ACCESS - OF01 qO DRINKING FOUNTAIN O30"X30" CONCRETE COLUMN 6 BRUSHED CONCRETE SLAB AT EXIT DOOR: SLOPE AT 1/8":12" AWAY FROM BUILDING 7O EXPOSED STEEL CROSS BRACING RESIDENTIAL STYLE KITCHEN FOR WARMING PRE -MADE FOODS FOR 8 EVENTS/MEETINGS - NOT TO BE USED FOR COMMERCIAL PURPOSES OCOILING OVERHEAD COUNTER DOOR 10 EXISTING CONCRETE TILT -UP WALL OF ADJACENT BUILDING C' North 11 WALL DISPLAY -PROVIDE BACKING AS REQ. SEE A6.2 12 LINE OF CANOPY ABOVE 13 30" HIGH STAGE A.F.F. -SEE A6.2 FOR GUARDRAIL INFO 14 FIRE EXTINGUISHER &CAB -SEE DETAIL 1/A9.1 (D SEISMIC JOINT AT NEW TO EXISTING BUILDING OEXTEND 1 -HR FIRE RATING AT THIS LOCATION TO A POINT 16 10'-0" (MIN.) TO EAST FROM EXISTING BUILDING NEW CONCRETE PANEL INFILL AT EXTERIOR PORTION OF REMOVED WINDOW -COORDINATE WITH CONCRETE PANEL MANUFACTURER 18 ELECTRONIC CARD READER 19 DOWNSPOUT, COORDINATE WITH PLUMBING 20 KITCHEN EXHAUST VENT 21 BRAKE METAL CORNER -ALUMINUM FINISH TO MATCH WINDOW MULLIONS 22 LIGHT GAUGE STEM WALL ABOVE 23 SEE A2.11 FOR DIMENSIONS. 24 MOVABLE WALL; PROVIDE 3'-0" BY 7'-0" DOORS AT BOTH END PANELS WHEN OPEN 25 PROVIDE REQUIRED MAX. OCCUPANCY LOAD SIGNAGE FOR THIS ROOM 26 SEE WALL [W1] FOR EXTERIOR WALL CONSTRUCTION GENERAL NOTES 1. ROOMS NOT LABELED ARE OUT OF PROJECT SCOPE - NO WORK IN THESE SPACES 2. WALL TYPES TO BE 10 jP1 CH A TYPICAL, U.N.O. - REFER TO SHEET A2.5 FOR FURRING AND WALL PARTITION TYPES. 3. FURRED COLUMNS TO BE 10 1 F2 I CH N TYPICAL, U.N.O. - REFER TO SHEET A2.5 FOR FURRING AND WALL PARTITION TYPES 3. FURRED WALLS TO BE 10 1 F3 I CH N TYPICAL, U.N.O. - REFER TO SHEET A2.5 FOR FURRING AND WALL PARTITION TYPES 4. TYPICAL WALL MOUNTED OUTLET HEIGHT TO BE 18" A.F.F. TO CENTER 5. FURNITURE AND EQUIPMENT ARE ON PLANS FOR REFERENCE AND COORDINATION ONLY. REFER TO VENDOR'S DRAWINGS. 6. ITEMS SHOWN IN PLANS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 7. THESE DOCUMENTS ARE TO BE USED IN COORDINATION WITH ATTACHED MECHANICAL AND ELECTRICAL ENGINEERING DRAWINGS PRODUCED BY LICENSED ENGINEERS. 8. ACCESSORIES TO BE TENANT FURNISHED, TENANT INSTALLED (TFTI) EXCEPT FOR PAPER TOWEL DISPENSERS (CFCI) 9• CASEWORK TO BE 24" DEEP U.N.O. TITLE SEATTLE PIPE TRADES UA LOCAL 32 FACILITY EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 CONSULTANT ISSUED: MARK DATE DESCRIPTION PROJECT NUMBER FERRO1.14.065 DRAWN BY C.C. FIRST ISSUE DATE 6/19/2015 PERMIT RESUBMITTAL 6/17/2016 CONFORMED SET 1/09/2017 CONSTRUCTION SET 6/20/2017 PERMIT RESUBMITTAL 3/1/2018 SEAL SHEET TITLE / NUMBER MAIN LEVEL FLOOR P LAN ■ 2/15/18 c� a 0 3 z J J 0 0 m 0 N u COLLI NS rn WALL TYPES TO BE 10 IP1 CH A TYPICAL, U.N.O. - ISSUED: MARK DATE DESCRIPTION PROJECT NUMBER FERRO1.14.065 DRAWN BY C.C. FIRST ISSUE DATE 6/19/2015 PERMIT RESUBMITTAL 6/17/2016UA CONFORMED SET 1/09/2017 CONSTRUCTION SET 6/20/2017 PERMIT RESUBMITTAL 3/1/2018 REFER TO SHEET A2.5 FOR FURRING AND WALL PARTITION TYPES. 710 SECOND AVENUE • SUITE 1400 SEATTLE, WASHINGTON 98104-1710 Z© T • 206.245.2100 F • 206.245.2101 URL • WWW.COLLINSWOERMAN.COM LEGEND 1 -HOUR FIRE BARRIER WALL OWINDOW TYPE UPPER LEVEL FLOOR PLAN 1/411 = 1'-0" KEYNOTES O1 FLOOR DRAIN OEXISTING WINDOWS TO BE REMOVED: CONCRETE OPENINGS TO BE INFILLED WITH 2 -HOUR RATED SHAFTWALL TYPE Slr. DEXPOSED STRUCTURAL STEEL CROSS BRACING (�) SLOPED TOPPING SLAB @ 1/8":12" D4'X4' ACCESS PANEL TO SPRINKLER RISER PIPES OSECURITY GLAZING AT TRANSACTION COUNTER 7O 42" HIGH GLAZING GUARDRAIL 8O EXISTING CONC. TILT UP WALL OF EXISTING BUILDING v OLINE OF ENTRY CANOPY BELOW n 10 ROOF HATCH ACCESS LADDER WITH RETRACTABLE SIDE RAILS. MOUNT TO ADJACENT WALL. (DFIREEXTINGUISHER &CAB -SEE DETAIL 1/A9.1 (12EXPANSION JOINT AT NEW TO EXISTING BUILDING 13 NEW CONCRETE PANEL COORDINATE WITH CONC 14 6" SEISMIC SEPARATION NFILL AT EXIST. EXTERIOR WINDOW - PANEL MANUFACTURER PER DETAIL 6/A8.2 15 ELECTRONIC CARD READER REQUIRED 16 SEE WALL [Wl] FOR EXTERIOR WALL CONSTRUCTION 17 2" FLOOR DRAIN 18 CONCRETE COLUMN 19 NOT USED 20 PERIMETER CURB &FLASHING GENERAL NOTES 1. ROOMS NOT LABELED ARE OUT OF PROJECT SCOPE - NO WORK IN THESE SPACES 2. WALL TYPES TO BE 10 IP1 CH A TYPICAL, U.N.O. - ISSUED: MARK DATE DESCRIPTION PROJECT NUMBER FERRO1.14.065 DRAWN BY C.C. FIRST ISSUE DATE 6/19/2015 PERMIT RESUBMITTAL 6/17/2016UA CONFORMED SET 1/09/2017 CONSTRUCTION SET 6/20/2017 PERMIT RESUBMITTAL 3/1/2018 REFER TO SHEET A2.5 FOR FURRING AND WALL PARTITION TYPES. 3. FURRED COLUMNS TO BEJO JF2 ICH N TYPICAL, U.N.O. - REFER TO SHEET A2.5 FOR FURRING AND WALL PARTITION TYPES 3. FURRED WALLS TO BE 0 F3 CH N TYPICAL, U.N.O. - REFER TO SHEET A2.5 FOR FURRING AND WALL PARTITION TYPES 4. TYPICAL WALL MOUNTED OUTLET HEIGHT TO BE 18" A.F.F. TO CENTER 5. FURNITURE AND EQUIPMENT ARE ON PLANS FOR REFERENCE AND COORDINATION ONLY. REFER TO VENDOR'S DRAWINGS. 6. ITEMS SHOWN IN PLANS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 7. THESE DOCUMENTS ARE TO BE USED IN COORDINATION WITH ATTACHED MECHANICAL AND ELECTRICAL ENGINEERING DRAWINGS PRODUCED BY LICENSED ENGINEERS. 8• ACCESSORIES TO BE TENANT FURNISHED, TENANT INSTALLED (TFTI) EXCEPT FOR PAPER TOWEL DISPENSERS (CFCI) 9. CASEWORK TO BE 24" DEEP U.N.O. TITLE SEATTLE PIPE TRADES LOCAL 32 FACILITY EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 CONSULTANT ISSUED: MARK DATE DESCRIPTION PROJECT NUMBER FERRO1.14.065 DRAWN BY C.C. FIRST ISSUE DATE 6/19/2015 PERMIT RESUBMITTAL 6/17/2016UA CONFORMED SET 1/09/2017 CONSTRUCTION SET 6/20/2017 PERMIT RESUBMITTAL 3/1/2018 SEAL SHEET TITLE / NUMBER UPPER LEVEL FLOOR PLAN A202 2/15/18 u nE 1, nF nG nG9 717 /AA ..3 ISSUED: MARK DATE DESCRIPTION PROJECT NUMBER FERR01.14.065 DRAWN BY C.C. FIRST ISSUE DATE 6/19/2015 PERMIT RESUBMITTAL 6/17/2016 CONFORMED SET 1/09/2017 CONSTRUCTION SET 6/20/2017 PERMIT REISSUE 3/1/2018 SEAL 710 SECOND AVENUE e SUITE 1400 SEATTLE, WASHINGTON 98104-1710 2/15/18 T • 206.245.2100 F e 206.245.2101 © URL • WWW.COLLINSWOERMAN.COM 1'-6" 28'-11 " 30'-0" 30'-0" 30'-0" 1 12 4 A8.2 I o i 5 i 0 5 1.1 SIM. 4 3 3 A4.3 A4.3 4 4 O Q0 I 2% (MIN. SLOPE TYP) 5 I �I X O Z_ Ll D O �I X vi Li 7. O 0 I 0 I CURB MOUNTED GUARDRAIL 1, GATE 3 6 I I A8.2 6"W EXPANSION JOINT BELOW 23. I 1 NEW 2HR RATED PARAPET, GRIDLINE 1 = FACE OF EXISTING BUILDING ROOF - 30" MINIMUM HEIGHT ABOVE EXISTING WALL BELOW ADJACENT ROOF SURFACE 2 11 1 A4.3 A8.2 A4.3 717 CONSULTANT ISSUED: MARK DATE DESCRIPTION PROJECT NUMBER FERR01.14.065 DRAWN BY C.C. FIRST ISSUE DATE 6/19/2015 PERMIT RESUBMITTAL 6/17/2016 CONFORMED SET 1/09/2017 CONSTRUCTION SET 6/20/2017 PERMIT REISSUE 3/1/2018 SEAL 710 SECOND AVENUE e SUITE 1400 SEATTLE, WASHINGTON 98104-1710 2/15/18 T • 206.245.2100 F e 206.245.2101 © URL • WWW.COLLINSWOERMAN.COM ROOF PLAN 1/4)) = 1'-0" KEYNOTES OROLLED STEEL CANOPY FRAME WITH SLOPED PAN DECKING - SEE STRUCTURAL FOR DETAILS DEXISTING BUILDING PARAPET 3O 48"X48" ROOF HATCH. PROVIDE 42" HIGH GUARDRAIL AS NOTED 4O ROOF DRAIN - SEE DETAIL 8/A8.2 DVENT, SEE MECHANICAL O24" WIDE ROOF PADS, TYP North GENERAL NOTES I�.`l���i4.l��.y�111[�7��.9aa�[.yZ�li�:�la:�[�]:a�J/.1��.�►Y.ya�l:��'� 2. ALL ITEMS SHOWN IN PLANS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 3. THESE DOCUMENTS ARE TO BE USED IN COORDINATION WITH ATTACHED MECHANICAL AND ELECTRICAL ENGINEERING DRAWINGS PRODUCED BY LICENSED ENGINEERS. 4. PROVIDE TAPERED INSULATION AT MIN 2% SLOPE - AVERAGE ROOF ASSEMBLY U -FACTOR = 0.034 TITLE SEATTLE PIPE TRADES UA LOCAL 32 FACILITY EXPANSION 595 Monster Rd. SW, Ste. 100 Renton, WA 98057-2937 CONSULTANT ISSUED: MARK DATE DESCRIPTION PROJECT NUMBER FERR01.14.065 DRAWN BY C.C. FIRST ISSUE DATE 6/19/2015 PERMIT RESUBMITTAL 6/17/2016 CONFORMED SET 1/09/2017 CONSTRUCTION SET 6/20/2017 PERMIT REISSUE 3/1/2018 SEAL SHEET TITLE / NUMBER ROOF PLAN ' 2/15/18 0