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Plans (3)C C d FIXTURE PLAN SCALE: 1/4" = I'-0" FOCKI q OFFICE ELEVATIONS/411=11.011 I I F-5 F-5 54" MIN. 42" 5.8. 12" NEW GRAB BARS 56" S.B. MIN. A AC -1 II O 4 MIN. NEW WATER CLO5ET 12 MIK m m AC -5 NV N J m m Ulf - - C d SHEET VINYL BA5E L::!4 60" MIN. CLR. R, i NEW DOOR AND FRAME q ACCESSIBLE TOILET ROOM ELEVATIONS 50ALE: 1/4" = I'-0" BOX LEG BOX B-2 BOX 5FACE BOX FILE FILE LL 00 vw C S rp% O Q o a N fa - - r-wl 0 111-411[ t2l / II Lll-4 FOCKI q OFFICE ELEVATIONS/411=11.011 I I F-5 F-5 54" MIN. 42" 5.8. 12" NEW GRAB BARS 56" S.B. MIN. A AC -1 II O 4 MIN. NEW WATER CLO5ET 12 MIK m m AC -5 NV N J m m Ulf - - C d SHEET VINYL BA5E L::!4 60" MIN. CLR. R, i NEW DOOR AND FRAME q ACCESSIBLE TOILET ROOM ELEVATIONS 50ALE: 1/4" = I'-0" BOX LEG BOX B-2 BOX 5FACE BOX FILE FILE FOCKI q OFFICE ELEVATIONS/411=11.011 I I F-5 F-5 54" MIN. 42" 5.8. 12" NEW GRAB BARS 56" S.B. MIN. A AC -1 II O 4 MIN. NEW WATER CLO5ET 12 MIK m m AC -5 NV N J m m Ulf - - C d SHEET VINYL BA5E L::!4 60" MIN. CLR. R, i NEW DOOR AND FRAME q ACCESSIBLE TOILET ROOM ELEVATIONS 50ALE: 1/4" = I'-0" 01 N N O V LL 00 vw C S rp% X � O Q o a fa s L r-wl 0 p L m Ln M mrn Ln N C O � O to UD LL- 0 � B -C t% M O -c � M M i OM Z 01 N ::................................. O � O o Ln Ln H N 00 1+ z !C m O G co Q Lon �z W .cn a J 0 v7 P- W F- z Q g0w CL 0 J W cr- W D' F— W W U XJ� ■ ■ ■ ■ Ln 01 Aft vw rp% -0 4w fa r-wl 0 p L m cr Ln C O -C M -c CS4 o Ln 00 1+ !C m G co C .cn a Ol v7 P- REVISIONS: A ff"I m DATE: 7-14-2014 DRAWN BY: ■ J. SPINNER FILE NAME: PH 13-090-A2.1 PROJECT NUMBER: PH 14-035 Lu W W N FLOOR FINISH PLAN SCALE: 1/4" = 1'-0" FLOAT I/B" ALUM. TERRAZZO 57R1 TYP. TENANT TILE SALES AREA FLOORING --- F.E. = FIRE EXTIN(SUI5HER - 2AIOBC FIRE EXTINGUISHER BE PROVIDED AND INSTALLED IN ACCORDANCE WITH THE 2010 IFC, SECTION a06. FINAL LOCATIONS OF FIRE EXTINGUISHERS ARE SUBJECT TO THE APPROVAL OF THE FIRE MARSHALL AT TIME OF FINAL INSPECTION FLOAT GROUT JOINT AT 1/8" ALUM. TERRAZZO 5TR1 TRANSITION STRIP. EXISTING MALL TILE NP. WOOD SALES AREA FLOORING FLOAT FLOOR SURFACE TO ALIGN FLOORING TYPES. "FLOOR5TONE" OR EQ. MATERIAL. 2 MALL TILE/ TEN. FLOORING TRAN S ITI O N_o„ SEALED CONCRETE FLOOR. 4 --- N 2 LINE OF DOOR IN CLOSED POSITION ALUM. TRANSITION STRIP. GROUT JOI NT AT TRANSITION 57RIP NEW TENANT TILE FLOORI N6. TILE / CONCRETE FLOORING TRANSITION GROUT JOINT AT TRANSITION STRIP. NEW TENANT TILE FLOORING OR EXISTING MALL TILE 4" X 5/4" MARBLE SADDLE W/ TAPERED EDOE5 AS SHOWN — NEW TOILET ROOM SHEET VINYL. N � 2 -LINE OF TOILET R.M. DOOR IN OL05ED P051 TI ON STOCK ROOM SEALED CONCRETE 3 TOILET ROOM THRESHOLD SCALE: 6" = 1'-0" W N N E N O V Ln 00 Z' C S L X � �C a 0 � Ln M m cn N UD Ln O s M M M O Z N ............. . .. ..... O l00 Ln F - W N crei DATE: 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH 13-090-A2 PROJECT NUMBER: PH 14-035 W W N N N 0 cr Ln �- c ~ 5 m ,C N V � c0 � O Ln �3:m0 Ln 0 V -2 G �p 00 cv cp Ln CL.tm a m to I— REVISIONS: crei DATE: 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH 13-090-A2 PROJECT NUMBER: PH 14-035 W W N N N STORAGE ABOVE CL -3 16'-0" A.F.F. SUSPENDED AGT TILE CEILING CL -4 8'-0° A.F.F. ENTRY. GYP. BD., PAINTED P-3 STORAGE ABOVE - NQ ■ SECTION 0 0 NEW DRYWALL GRID SYSTEM 5/8" TYPE 'X' GYP. BD. 5/4" EMT. COMP. STRUT TIGHT TO 57RU07. ABOVE. COMPE55ION STRUT REQ'D. AT EA. SEISMIC RESTRAINT 12'-O" O.G. EA. WAY. - CL -4 TOILET / OFFICE GEILNG, GYP. P-3 BOARD, PAINTED. 5'-10" CL -1 SALES AREA E,-2 GE I LNG, GYP. BOARD, PAINTED 6'-0" L 6'-0"1. 4'-4 1/2" 8"i.2' -O" 3'-1 1/2" 5'-8 1/2" 5'--71/2" .2'-0" 4511,. 1 5'-4" 7'-0" 3'-8" 141111. 3'-8" '7'-0" 11_0 51-111 CL -1 13'-6" A.F.F. CL -1 13'-0° A.F.F. ADJACENT CL -1 11'-0° A.F.F. CL -1 SALES AREA I CASEWORK [SALES AREA SALES AREA SALES AREA I GEILNG, GYP. P-2 BELOW SHOWN GEILNG, GYP. P-2 TENANT GEILNG, GYP. P-2 GEILNG, GYP. P-2 BOARD, PAINTED DASHED FOR BOARD, PAINTED BOARD, PAINTED BOARD, PAINTED REFERENCE. \ I I I I I I I M M M f I ......._.I: = _ = I Vi I N1II�{...... M 110-4A.F.F II I I_ ............._. BS BOX 55 T. G 58 1c CB6 G G G LINE OF AHU ABV. G G - J-( / \ v /H ` �H H \ H 0 TI P AL I M I �_ M I v TYP�LI, M I M 3 v I LINE OF AHU ABV. v v `9 V I I I M. M .M I I I I I i m �' ( \ v --- - - - - = v I I v 58 I G B C BS I \� - m �_ G G G BOX BEAM � LINE OF MALL dJ G G G I 10'-4" A.F.F. WF -I - O B ® WF -I • M • . ` h -- �-- 1 I I B8 G B6 - . G -� DUCT ABV. BOX BEAM � I I 10'-4" A:P.F. O M M M -� I M 1 M M MVt -- 1" B8 G wo 6 G 1 I I �G �G G GG G G G G MI I B8 I G BB- G Y 68 G $8 G 56 O - B8 55 G Y B6 C - - - _._ ----- ----- -----_.._. _-. _ .______ _____ ___ _._ __. _..._ ..._._ _____ __ ._... _. 1 n � - - - - - - - - - - - - - 1 CORRIDOR SHEERI CAMERA, SEE SHEERI CAMERA, SEE / O / ADJACENT TENANT ADJACENT TENANT a' -O" I 5'-6" 5'-6" 2'-O" R STOREFRONT yyF-4 •% BULKHEAD, WOOD 0 O r CL -2 STOREFRONT�yF-q BULKHEAD, WOOD - MALL CONCOURSE zo tt FLUSH MOUNT UP-LIOH75 IN a ---FLOOR. SEE SHEET I/A4.1 REFLECTEDCEILING PLAN SCALE: 1/4" = 1'-O" NOTE: SEE 13/A6.2 14/A6.2 AND 23/A6.2 FOR ADDITIONAL yk DETAILS OF SUSPENDED CEILING SYSTEMS. ANCHOR TO STRUCTURE ABOVE 8 GA. VERTICAL HANGER WIRES ® 48" O.G. EA. WAY. I" EMT DASHED LINE INDICATES 5/32" HOLE DRILLED FOR BOLT AND LOOK NUT AFTER CEILING IS LEVELED CHICAGO METALLIC. #1450 WALL TRACK, #654 GROSS -TEE AND #650 MAIN RUNNER SUSPENDED GRID SYSTEM (OR EQUAL) SUSPENDED WITH 12ga. HANGER ACCESS PANELS: 0 ALL ACCESS IN SALES AREA GYP. BD, GE I L I NG TO BE WIND -LOCK (OR EQUAL) "STEALTH" TAPE -IN FRAME TYPE WITH GLASS FIBER REINFORCED LIFT -UP DOORS. PAINT TO MATCH ADJACENT SURFACE. SIZES AS REQUIRED 2 SUSPENDED GYP. BD. CLG. DETAIL N.T.S. 8 4'-0" 12'-0" MAX. 4'-0" MIN. CEILING TYPES DETAIL CL -1 SALES AREA: 13 NEW SUSPENDED 5/8" TYPE 'X' GYP. BD. CEILING: CHICAGO METALLIC #1450 WALL TRACK, #654 GROSS -TEE AND #650 MAIN RUNNER SUSPENDED GRID SYSTEM (OR EQUAL) SUSPENDED WITH 129a. HANGER 14 WIRES. PROVIDE WITH 5/8" TYPE 'X' GYP. BD. SEE DETAIL. TAPE. SAND AND PREPARE GYP. BD FOR PAINT FINISH. (TYP. IN SALES AREA) 6 CL -2 SOFFIT/ HEADERS: 5 5/8" TYPE 'X' GYP. BD. SOFFIT WITH WOOD FINISH (AT HEIGHT PER PLAN) ON Ab.l 3-5/8" OR 6" X:20 GA. METAL STUD FRAMING AT I6" O.C.. SEE STOREFRONT RELATED SECTIONS AND DETAILS (TYPICAL AT STOREFRONT) (� A6.1 CL -3 STOCK ROOM: 15 ARMSTRONG (OR EQUAL) 24" X 48" COMMERCIAL SUSPENDED WHITE METAL 6 T -BAR GRID SYSTEM (AT HEIGHT PER PLAN) WITH ARMSTRONG (OR EQUAL) 24" X 48" STANDARD (NON-TEGULAR) ACOUSTIC CEILING TILES. (SEE DETAIL) - (TYPICAL IN STOCK ROOM) COMPRESSION STRUTS CL -4 TOILET ROOM: 612'-0" O.G. EA. WAY 5/8" TYPE 'X' GYP. BD. GE I L I NG (AT HEIGHT PER PLAN) ON 5-5/8" X 20 GA. A METAL STUD FRAMING AT I6" O.G. TAPE. SAND AND PREPARE GYP. BD FOR PAINT FINISH. (TYPICAL IN TOILET ROOM) 3/8" MIN. CLEAR GROSS RUNNER OR MAIN RUNNER 1 SUSP. CEILING BRACING SCHEMATIC N.T.S. M. AUDIO SYSTEM THE G.C. SHALL SUPPLY AND INSTALL AN INTEGRATED MUSIC SYSTEM ■ AUDIO RECEIVER REINSTALL EQUIPMENT SALVAGED FROM TENANT'S PREVIOUS STORE. LOCATE ON SHELF ABOVE MANAGER'S DESK (SEE ELEVATION) ■ COMPACT DI50 PLAYER REINSTALL EQUIPMENT SALVAGED FROM TENANT'S PREVIOUS STORE. LOCATE ON TOP OF THE STEREO RECEIVER. ■ STEREO SPEAKERS INSTALL AS PROVIDED BY TENANT ■ SPEAKER W IRE PROVIDE HIGH QUALITY COMMERCIAL PLENUM RATED SPEAKER WIRE FROM STEREO RECEIVER LOCATION TO SPEAKER LOCATIONS AS SHOWN ON PLAN. PROVIDE AS SEPARATE SPEAKER WIRE HOME RUN TO EACH SPEAKER. INSTALL SPEAKER WIRES IN CONDUIT WHEN REQUIRED BY LANDLORD OR CODE. NOTE: PROVIDE AND INSTALL ALL COMPONENTS IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS FOR TENANT'S MUSIC SYSTEMS. N E N O WIRES COMPLYING WITH ASTM 0000 Z' Z I I G635 HEAVY DUTY �C O or- Ob O �- CLASSIFICATION. INSTALL PER MANUFACTURERS SPECIFICATIONS.lop LuZ PLAN �g� II W � o.. Ii oz M rn m mrn Z II I I � kD," XgW L_L U `4 � O M -C M t _ 01 N n N' In r- H � O 0 5/8" TYPE IIXII GYPSUM r�� V N BOARD W 1 TH TAPED n z JOI NTS SANDED SMOOTH. IL (4) 8 GA., 45' SPLAY AIRES AT EVERY STRUT, 12'-0" O.G. EACH 0 In WAY. ANCHOR TO STRUCTURE al3:m0 ELEVATION ABOVE C Ln 2 SUSPENDED GYP. BD. CLG. DETAIL N.T.S. 8 4'-0" 12'-0" MAX. 4'-0" MIN. CEILING TYPES DETAIL CL -1 SALES AREA: 13 NEW SUSPENDED 5/8" TYPE 'X' GYP. BD. CEILING: CHICAGO METALLIC #1450 WALL TRACK, #654 GROSS -TEE AND #650 MAIN RUNNER SUSPENDED GRID SYSTEM (OR EQUAL) SUSPENDED WITH 129a. HANGER 14 WIRES. PROVIDE WITH 5/8" TYPE 'X' GYP. BD. SEE DETAIL. TAPE. SAND AND PREPARE GYP. BD FOR PAINT FINISH. (TYP. IN SALES AREA) 6 CL -2 SOFFIT/ HEADERS: 5 5/8" TYPE 'X' GYP. BD. SOFFIT WITH WOOD FINISH (AT HEIGHT PER PLAN) ON Ab.l 3-5/8" OR 6" X:20 GA. METAL STUD FRAMING AT I6" O.C.. SEE STOREFRONT RELATED SECTIONS AND DETAILS (TYPICAL AT STOREFRONT) (� A6.1 CL -3 STOCK ROOM: 15 ARMSTRONG (OR EQUAL) 24" X 48" COMMERCIAL SUSPENDED WHITE METAL 6 T -BAR GRID SYSTEM (AT HEIGHT PER PLAN) WITH ARMSTRONG (OR EQUAL) 24" X 48" STANDARD (NON-TEGULAR) ACOUSTIC CEILING TILES. (SEE DETAIL) - (TYPICAL IN STOCK ROOM) COMPRESSION STRUTS CL -4 TOILET ROOM: 612'-0" O.G. EA. WAY 5/8" TYPE 'X' GYP. BD. GE I L I NG (AT HEIGHT PER PLAN) ON 5-5/8" X 20 GA. A METAL STUD FRAMING AT I6" O.G. TAPE. SAND AND PREPARE GYP. BD FOR PAINT FINISH. (TYPICAL IN TOILET ROOM) 3/8" MIN. CLEAR GROSS RUNNER OR MAIN RUNNER 1 SUSP. CEILING BRACING SCHEMATIC N.T.S. M. AUDIO SYSTEM THE G.C. SHALL SUPPLY AND INSTALL AN INTEGRATED MUSIC SYSTEM ■ AUDIO RECEIVER REINSTALL EQUIPMENT SALVAGED FROM TENANT'S PREVIOUS STORE. LOCATE ON SHELF ABOVE MANAGER'S DESK (SEE ELEVATION) ■ COMPACT DI50 PLAYER REINSTALL EQUIPMENT SALVAGED FROM TENANT'S PREVIOUS STORE. LOCATE ON TOP OF THE STEREO RECEIVER. ■ STEREO SPEAKERS INSTALL AS PROVIDED BY TENANT ■ SPEAKER W IRE PROVIDE HIGH QUALITY COMMERCIAL PLENUM RATED SPEAKER WIRE FROM STEREO RECEIVER LOCATION TO SPEAKER LOCATIONS AS SHOWN ON PLAN. PROVIDE AS SEPARATE SPEAKER WIRE HOME RUN TO EACH SPEAKER. INSTALL SPEAKER WIRES IN CONDUIT WHEN REQUIRED BY LANDLORD OR CODE. NOTE: PROVIDE AND INSTALL ALL COMPONENTS IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS FOR TENANT'S MUSIC SYSTEMS. CL -2 9'-08 A.F.F. NEW ENTRY WF -4 SOFFIT, WOOD 5 WIDE OPENING IN SOFFIT FOR ROLL -UP GRILLE ��� "FISH MOBILE" iy ARTWORK BY TENANT. — "STEALTH" ACCESS PANEL (TYP. IN SALES AREA) SEE uj SPEC 7HI5 SHEET. PLACE AS x REOU I RED TO ACCESS `" ROLL -UP GRILLE MOTORS, SIGN, ETC. SUPPLY AIR DIFFUSERS. SEE MECHANICAL SHEETS N E N O O v 0000 Z' Z C N S X � �C O or- Ob O �- s CL LuZ ^L W �g� W � o.. LLJ oz M rn m mrn Z � N � �o XgW L_L U � O M -C M t _ 01 N O N d' O Ln In r- H CL -2 9'-08 A.F.F. NEW ENTRY WF -4 SOFFIT, WOOD 5 WIDE OPENING IN SOFFIT FOR ROLL -UP GRILLE ��� "FISH MOBILE" iy ARTWORK BY TENANT. — "STEALTH" ACCESS PANEL (TYP. IN SALES AREA) SEE uj SPEC 7HI5 SHEET. PLACE AS x REOU I RED TO ACCESS `" ROLL -UP GRILLE MOTORS, SIGN, ETC. SUPPLY AIR DIFFUSERS. SEE MECHANICAL SHEETS p �_l E-4 V) Aft Z LL. or- Ob Lu O LuZ �g� O W o.. LLJ oz Z Z XgW L_L U p �_l E-4 Aft Tp O r� Ln � O 0 M r�� N n 0 In al3:m0 C Ln -E 0 G 1 m 00 m a � ti 1— REVISIONS: SFT 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH 14-035-A3 PROJECT NUMBER: PH 14-035 M Q ...................................... TENANT 51 GNAGE. SI ON MANUFACTURER TO I .................................... SUBMIT SHOP DRAWINGS TO LL FOR APPROVAL. m GOLD ROLLED STEEL PANELS, BLACK OXIDE FINISH, SEALED, OVER 5/5" I .......................... TYPE X GYP. BD. CONGEAL ALL FASTENERS. L_ ........... ...... MF- I EXISTING NEUTRAL PIER I O TO REMAIN. i ADJACENT TENANT STOREFRONT I WOOD WRAPPED BOX COLUMN COLUMN, O DOUGLAS FIR. i I r 1/2" CLEAR, TEMPERED STOREFRONT GLAZING IN RECESSED BRONZE I ANODIZED U CHANNEL I BOARD FORMED, CAST- I N PLACE CONCRETE BASE LEASE LINE N -� I 1 � 2 4. A6.1 GOLD ROLLED STEEL PANELS, BLACK OXIDE FINISH, SEALED, OVER 5/8" TYPE X GYP. BD. CONGEAL ALL FA5TENR5. MF -I i--� .................... ......... ................... .............................................. I g STOREFRONT RETURN SCALE: 1/2" = P -O" U 3 EXISTING MALL BULKHEAD TO REMAIN. G.G. TO PATCH AND REPAIR AS REO. AFTER NEW GON57RUCTI ON. EXIS17NO MALL BLACK METAL REVEAL TO REMAIN. RE -SAWN BOARDS WF -2 EXPOSED BOLT HEADS IN RECESSED HOLES, TYP. ALL SEE DETAIL 18/A6.2 -� DOUGLAS FIR WRAPPED HEADER. WF- I LASER ETCHED "MADE IN OREGON" LOGOS DOUGLAS FIR WRAPPED COLUMN, (ED E EXPOSED BOLT HEADS IN RECESSED HOLES, TYP. ALL. SEE DETAIL IS/Ab.2 / 4 0 GOLD ROLLED STEEL PANELS, MF -I BLACK OXIDE FINISH, SEALED, OVER 5/8" TYPE X GYP. BD. CONGEAL ALL FASTENERS. ............. ..._........... ...... .... J BOARD FORMED, L BOARD FORMED, CAST -IN STONE VENEER. CA57-IN PLACE PLACE CONCRETE BASE CONCRETE BASE Ah SF -1 O I MF- I .......................................................... ........... TENANT SIGNAGE. SIGN MANUFACTURER TO ........................... �Z. ....................... SUBMIT SHOP DRAWING5 ......... TO LL FOR APPROVAL. .. _.. � �� -T MF -I S OREFRONT ADJACENT TENANT FINISH SCJ EXISTING MALL NEUTRAL .I PIER REVEAL TO REMAIN. WF -I OPEN GOLD ROLLED STEEL 1 I PANELS, BLACK OXIDE O 1 A6.1 d t2 -2 A.F.F. TYPE X GYP. BD. CONGEAL 0 0 ALL FASTENERS. B MF -I _ I A6.1 4 i GOLD ROLLED STEEL PANELS, MF -I BLACK OXIDE FINISH, SEALED, OVER 5/8" TYPE X GYP. BD. CONGEAL ALL FASTENERS. ............. ..._........... ...... .... J BOARD FORMED, L BOARD FORMED, CAST -IN STONE VENEER. CA57-IN PLACE PLACE CONCRETE BASE CONCRETE BASE Ah SF -1 O I MF- I .......................................................... ........... TENANT SIGNAGE. SIGN MANUFACTURER TO ........................... �Z. ....................... SUBMIT SHOP DRAWING5 ......... TO LL FOR APPROVAL. .. _.. � �� -T MF -I S OREFRONT ADJACENT TENANT FINISH EXISTING MALL NEUTRAL PIER REVEAL TO REMAIN. GOLD ROLLED STEEL PANELS, BLACK OXIDE O FINISH, SEALED, OVER 5/5" d TYPE X GYP. BD. CONGEAL ALL FASTENERS. MF -I _ 4 A6. I r i 1/2" CLEAR, TEMPERED STOREFRONT GLAZING RECESSED BRONZE 5 ANOD I ZED U CHANNEL TOP AND BOTTOM. MF- I WF- I ... ... ..................... LEASE L I NE .. I ....... ...................i....... ............ (V i I LBOARD I FORMED, CAST -IN MF -I ASE PLACE CONCRETE BASE- STOREFRONT ELEVATION SCALE: 1/2" = 1'-0" IN -FLOOR FLUSH MOUNTED UP -L I GHT5. SEE E I . -71-111 r. ENLARGED STOREFRONT PLAN )TING DEMISING WALL. FLOOR PLAN 1 I'1 Ab.1 )TING MALL NEUTRAL �D REVEAL TO REMAIN tV N E (N 0 LL V 00 C s L Xp w Q o CLL ^L W /^■W l0 L.J.. LO m mch rn � N O l0 LL- O ■ — ate-+ O M M ft o M ,: _m "I kO to Lnz O Q �z wg z � O 0 of 0 W rvoo cl:� g oz Ln Lu Lu W Lu T� I�1 � cr 0 �■■I m Vcn n c O Lnc- oo _gym �■■y N 0) -a G Ln co a 0) V) I— REVISIONS: DATE: 7-14-2014 DRAWN BY: ■ J. SPINNER FILE NAME: PH 14-035-A4 PROJECT NUMBER: PH 14-035 Lu W m <H IL I I I I I I BOX BEAM. (2) 12"x 15/95 "x 12 5A I BOX COLUMNS. (2) 3 5/6" x 1 5/6" x Ibga. METAL STUDS TOE -TO -TOE. BOX BEAM IN DECORATIVE HEADER BEAM BELOW SOFFIT. (2) 6"xl 5/6"x195 GA BOX BEAM AT ROLL -UP GRILL OPENING. (2) 5"xl 5/95"x195 GA EXISTING MALL STRUCTURE ABOVE. W.F. ROLL -UP GRILL SUPPORT COLUMN, BY VENDOR. NEW SUSPENDED GYP. BD. GEILIN5. SEE SHEET A3 REFLECTED GEILIN5 PLAN P-2 ROLL -UP GRILL MECHANISM. SEE SHOP DRAWINGS NEW GYP. BD. (:PD VERTICAL SOFFIT L TRIM ROUGH SAWN BOARDS APPLIED OVER 1/2" BLACK PAINTED PLYWOOD. — SEE SHEET A3 REFLECTED CEILING PLAN. WF -2 ROLL -UP GRILL - TRACK BEYOND. TENANT /\ EXISTING MALL BULKHEAD EXISTING MALL BULKHEAD AND STRUCTURE ABOVE. EXISTING MALL AND STRUCTURE ABOVE. 57RU07URE ABOVE. MALL BLACK METAL REVEAL TO REMAIN. MALL BLACK METALO REVEAL TO REMAIN. MF -I � � l GOLD ROLLED STEEL PANELS, NEW SUSPENDED I I GOLD ROLLED STEEL PANELS, BLACK OXIDE FINISH, SEALED, GYP. BD. GEILIN5. \I\ I I BLACK OXIDE FINISH, SEALED, I OVER 5/6" TYPE X GYP. BD. SEE SHEET A3 I �\ I I I OVER 5/6" TYPE X GYP. BD. REFLECTED CEILING PLAN 3-5/6" X 20 GA. METAL -5/95" X 20 GA. METAL STUD P_2 STUD FRAMING AT 24" O.G. FRAMING AT 24" O.G. WITH I I WITH DIAGONAL BRACING _ III DIAGONAL BRAGING AT SAMEAT SAME 5PACING. SEE5PACIN5. SEE STRUCTURAL. �STRUCTURAL. I I ��� ROUGH SAWN ROUGH SAWN BOARDS APPLIED I IOVER I/2"BLACK WF -2 I I BOARDS APPLIED PAINTED PLYWOOD. P_I I I OVER I/2" BLACK - - - - - - NEW GYP. ED. _WF -2 VERTICAL SOFFIT PAINTED PLYWOOD. 1 I L TRIM �— — — — RG-55EP BRONZE RE -SAWN BOARDS APPLIED ANODIZED U CHANNEL BOX BEAM, SEE OVER I/2" BLACK PAINTED yyF-2 b 1 DETAIL 1/53.1. PLYWOOD. SEE SHEET A3 A6.1 DOUGLAS FIR WF_ REFLECTED GE I L I NG PLAN. —" WRAPPED HEADER 5 A6.1 1 1/2" CLEAR, TEMPERED 1 STOREFRONT GLAZING. BUTT JOINT VERTICAL JOINTS. 0 i I t- 1 TENANT MALL MALL I: I: CA57-IN PLACE RECE55ED BRONZE CONCRETE BASE AND ANODIZED U CHANNEL DOUGLAS FIR COLUMN PRECAST STONE GAP 1 BEYOND. 1 I 3-5/6" X 20 5A. METAL STONE VENEER BOTH STUD FRAMING AT 16" (V SIDES SF_I I O.G. 12 CEMENT BD. N BOTH 51 DES i 2 STOREFRONT SECTION SCALE: 1/2" = 1'-0" BOX COLUMNS. (2) 3 5/5" x I 5/95" x Ibga. METAL STUDS TOE -TO -TOE. II BOX BEAM. (2) 10"xl 5/6"x16 GA NOTE: SEE STRUCTURAL LINE OF SOFFIT. SHEETS 51.1, 52.1, 53.1 FOR ADDITIONAL INFORMATION. \...... ................:............................................ ...... \ I I \ ROLL -UP GRILL SUPPORT COLUMN, 3"X3" STEEL TUBE I \ \ BOX BEAM. I O "x 15/6 "x 16 GA \\ \ \\\ \ \ EXI5TINi9, MALL STRUCTURAL \ \ \ \ COLUMN. \ \ \ \ \ ROLL -UP GRILL"ZUPPORT \ ♦ \ ♦ COLUMN, 3"X3" 5754�_L TUBE BOX BEAM. (2) 10"xl 5/6"x16 GA 7 A6.1 STOREFRONT SECTION SCALE: I/2" = I' -O" EXISTING DEMISING WALL 3/4" F.R.T. PLYWOOD ON TOP OF TOILET ROOM 6" x Ibga. METAL STUD GEILIN5 JOISTS AT 16" O.G. ALIGN DIRECTLY OVER STUDS IN WALLS 2" X 2" METAL ANGLE AT FRONT EDGE WITH 1-1/2" PAN — HEAD 50REW5 AT 12" O.G. ---------- INTO CONSTRUCTION 6" x Ibga. CONT. RIM JOIST I 6" x Ibga. CONT. RIM JOIST 12 3-5/5" x 189 a. CONT. TOP A6.1 TRACK 6" x 15ga. METAL 57UD5 AT 3-5/5" x bgo. METAL 57UD5 16110.0. I AT 16" O.G. BOX COLUMN. (2) 3 5/6" x I TOILET ROOM / I o 5/6" x Ibga. METAL STUDS TOE -TO -TOE.\ I I 5/5" TYPE 'X' GYP BD.. BOTH -� 5/6" TYPE 'X' W P "GREEN„ OFFICE /ENTRY SIDES. USE W.P. "GREEN" 1 GYP BD. T.R. SIDE. GYP. BD IN TOILET ROOM BOX COLUMNS. (2) 3 5/6" x I BOX COLUMN. (2) 3 5/95" x I 5/95" x Ibga. METAL STUDS LINE OF SOFFIT. BOX BEAM. (2) 12"xl 5/5"x12 C 5/6" x 169a. METAL STUDS TOE -TO -TOE. TOE -TO -TOE. FRAMING N SOFFIT G PLAN SCALE: 1/2" = I'-0" t) 3-5/6" x 169a. CONT. BOTTOM TRACK 3 SECTION TH RU TOILET ROOM SCALE: 1/2" = 1'-0" W H p P.—I E-4 Aft 4w Tp 4 o Ln O � �C Ln V N n o Ln +-j 3: C:) o Ln m O) v� Gvi00Lu Ln c� a 01 Ln H REVISIONS: N!rAc DATE: 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH 14-035-A4 PROJECT NUMBER: PH 14-035 W W N B I NTE RI O R E LEVATI 0 NLE: I/4" = I' -O" 1/2" CLEAR, TEI STOREFRONT C CONCRETE.GF-I INTERIOR ELEVATION SCALE: 1/4" = I' -O" TTf-. ALL. IT t-. ANLL. C INTERIOR E LEVATI O.N.................................. _ G O P -I P -I P -I SW -I P -I 5 P-1 5W -I 3/4" SLATWALL WITH P -I SW -1 3/4" ADJUSTABLE P -I SW -I 2 LAMINATE FINISH LAMINATE SHELVES 7.1 ON HEAVY DUTY 7.3 5CREW IN ADJUSTABLE PINS. 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TYP_ ALL TYP AI _I D) IN I tKIUK tLtVAI IUN SCALE: 1/4” = I' -O” p 0.-1 -r-4 N E N 0 C)V 00 Z' C S L Qo CL L � L — co Ln cr M cn m 0) aJ N O N l0 Q u - O � 'c: N LCD ■ N CD m C M M \ `\mul\z 0 0) ,n 00 N m €: ♦�"" O r Ln � H p 0.-1 -r-4 Aft � L cr r cn 5 Im Q � 'c: N C ,n 00 o O r Ln m �■■I N cn E. G to 00 rp Ln V a Ol REVISIONS: DATE: 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH 14-035 A5 PROJECT NUMBER: PH 14-03 5 Lu Lu Lu Ln EL PA PE Vivi i Kr. p INTERIOR E LEVATI O NLE: I/4" = I' -O" I PHONE BOARD C INTERIOR E LEVATI O N LE. I/4 = I'_O" I g INTERIOR E L E VAT I O NLE: I/4" = I' -O" NOTE: NOTE: G.G. SHALL SUPPLY BACKING SEE TOILET ACCESSORY AS REQ. IN WALLS FOR ALL SCHEDULE, 5HEET 5P-5 TOILET ROOM ACCESSORIES AS NEEDED ............. .... ACCESSIBLE TOILET ROOM 5I6NA5E ON DOOR AT 60" A.F.F. SEE: 21 A6.2 POCKET DOOR 12" HIGH KICK PLATE B-2 ON DOOR. SEE DOOR SCHEDULE q INTERIOR E LEVATII/O N_o„ z 0 a W W oC O or_ W F -- Z ■ N E N 0 L0 V 00 �' C S L X � .0 O o �- s o_ l0 Ln M i M CA N r4 � O LA i LMLL- fn � I 0M z0) O N � O Ln � H p 0.-1 r Aft 4w r mr� O 21 A6.2 dJ H _O m POCKET DOOR 12" HIGH KICK PLATE B-2 ON DOOR. SEE DOOR SCHEDULE q INTERIOR E LEVATII/O N_o„ z 0 a W W oC O or_ W F -- Z ■ N E N 0 L0 V 00 �' C S L X � .0 O o �- s o_ l0 Ln M i M CA N r4 � O LA i LMLL- fn � I 0M z0) O N � O Ln � H p 0.-1 Aft 4w r mr� O a- cn O � O O M N V o Ln all C) 0 N m �-n 0) V G 00 cv >� Ln a > Ol Ln j7 - REVISIONS: cFei- DATE: 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH14-035 A5 PROJECT NUMBER: PH 14-035 ui W W N Ln 5"x5" TUBE STEEL COLUMN 5"x5" TUBE STEEL COLI FOR ROLL -UP GATE FOR ROLL -UP &ATE SUPPORT, 5Y 611 Mi SUPPORT, BY GRILL Mr - INSTALL PRIOR TO INSTALL PRIOR TO CONCRETE POUR. CONCRETE POUR. Ill "MIRLI CHAMFER CONCRETE CHAMFER CONCRETE VERTICAL ED6E t3/S" VERTICAL EDGE t5/5 04630101"l 9001H a= • L MEW /\7AT USE 159a. 5TUD5 AND TRACK - FOR ROLL -UP GATE 7 . ..... j., *t �-ALUMINUM ROLL -UP 6RILL TRACK. BOLT TO TUBE STEEL COLUMN AFTER FORMWORK 15 REMOVED. ALUMINUM ROLL -UP ORI TRACK. BOLT TO TUBE STEEL COLUMN AFTER FORMWORK 15 REMOVE TO CONCRETE POUR. 5/61, TYPE X, GYP BD PER ALUMINUM ROLL -UP 6RILL PLAN z (2) 5-5/6" X ID90. P05T (2) 5-5/8" X I89o. PO4_ FRAMINGAT 16"O.C. 15 REMOVED. 15 REMOVED. (2) 5-5/5" X Ibgo. POST AT BOX BEAM AT BOX BEAM. INSTAL WHILTI'DN OR 05 SHOT PIN 5-5/6" x 209o. METAL INTO 5LAE, AT 24" O.C. W MIN. I v 1/2" EMBEDMENT (ICC E5R 1665) BEFORE CONCRETE PC (1) # 10 SELF TAPPING SCREW FIR VENEER PL'fki EA. 51 DE V, 5-5/6" x 209a. METAL SLAB - CONCRETE PIM LINE Or BELOW. SEE DETAIL 4 BELOIllill SEE DETAIL 5 A6.1 STUD FRAMING. INSTALL cr co cr) BEFORE CONCRETE POUR. 5-5/5" x 20go. METAL 10 • SEE DETAIL b / 6.2 FOR STUD FRAM 16. INSTAL u- 10 BASE CONNECTION. BEFORE CONrR= PO (y) cr -a V) to SEE DETAIL a / 6.2 FO m 0 z Im BASE CONNECTION. CI pm 0 In 51 FORMED CAST IN v PLACE CONCRETE Ell ;W _E u 5000 P51 WITHBOARD -OR FORMED CAST ll cu 00 Ln m PLACE CONCRETE BAS, REVISIONS: REINFORCEMENT FIBERS. 5000 P51 WITH F15ER.6LA55 REINFORCEMENT FIBER 'N (2) 5-516" X 16go. P05T (2) 5-5/5" X lago. PO1 AT BOX BEAM. INSTALL AT BOX BEAM. INSTAI BEFORE CONCRETE POUR. BEFORE CONCRETE PC Ill "MIRLI CHAMFER CONCRETE CHAMFER CONCRETE VERTICAL ED6E t3/S" VERTICAL EDGE t5/5 04630101"l 9001H a= • L MEW /\7AT USE 159a. 5TUD5 AND TRACK - FOR ROLL -UP GATE TOILET ROOM ? SUPPORT. INSTALL PRIOR PARTITIONS. TO CONCRETE POUR. 5/61, TYPE X, GYP BD PER ALUMINUM ROLL -UP 6RILL PLAN TRACK BOLT TO TUBE STEEL Will METAL STUD COLUMN AFTER FORMWORK FRAMINGAT 16"O.C. 15 REMOVED. 15 REMOVED. (2) 5-5/5" X Ibgo. POST CONT. 20 0A. BOTTOM TRACK AT BOX BEAM WHILTI'DN OR 05 SHOT PIN 5-5/6" x 209o. METAL INTO 5LAE, AT 24" O.C. W MIN. I STUD FRAMING K/ 5/4" 1/2" EMBEDMENT (ICC E5R 1665) VERTICAL GRAIN DOUG (1) # 10 SELF TAPPING SCREW FIR VENEER PL'fki EA. 51 DE MITER ALL CORNERS EX15TINO CONCRETE SLAB 1-1/2 X 1-1/2" CONT. ALUM. TRIM PIECE AT OUTSIDE EDGE 5/41, CIDX PLYWOOD TOP OVER 51b" TYPE 'X' Ol BD -- - - - - - - - - 6" X 169o. METAL STUD RIM J015T 6" X ago. METAL STUD CEILING .1015T5 AT 16" O.C. 5-5/6" X 15go. CONT. TOP TRACK 3-5/6" X [ago. METAL STUD ------------ FRAMING AT lb"i 5/6" TYPE 1XI GYP (NP) BOTH SIDES 'vY TOILET ROOM PLATFORM EDGE I ilk I OL4 10 M 12 X01TA 4 a Rifel a 4 9 ;0161 al 90 8 1 lopi 10 a LAS I Lou L 1/2" CLEAR., TEMPERED STOREFRONT OLAZINO. BUTT JOINT VERTICAL JOINTS. RECESSED BRONZE ANODIZED ALUMINUM U 6LAZIN& CHANNEL. PRECAST CONCRETE CAP STONE VENEER BOTH SIDES, 5F-1 SEE INTERIOR PARTITION" I w, -5/5" X 20 &A. METAL BOTTOM DETAIL blAill L T�0�_- STUD FRAMING AT 16" O.C. FOR BASE CONNECTION W 1/2" CEMENT ED. BOTH 51DE5 `TAL STUD PARTITION R FLOOR PLAN TYPE X 6YP. Ell BOTH �F_5 INT READY 5 -PIECE TAL KNOCK DOWN (K7,) 'OR FRAME METAL STUDS AT JAMB HOLLOW CORE METAL OR SOLID CORE ki DOOR PER DOOR SCHEDULE DOOR TYPICAL DOORJAMB DETAIL ill SIM. SCALE. 1 1/2 1'-0 5"x5" TUBE STEEL COLUMN 5"x5" TUBE 517EEL COLU FOR ROLL -UP GATE FOR ROLL -UP 6ATE = SUPPORT. INSTALL PRIOR SUPPORT. INSTALL Pill TO CONCRETE POUR. TO CONCRETE POUR. ALUMINUM ROLL -UP 6RILL ALUMINUM ROLL -UP (SW TRACK BOLT TO TUBE STEEL TRACK BOLT TO TUBE COLUMN AFTER FORMWORK COLUMN AFTER FORMYL 15 REMOVED. 15 REMOVED. (2) 5-5/5" X Ibgo. POST (2) 5-5/b" X Ibgo. P051 AT BOX BEAM AT BOX BEAM 5-5/6" x 209o. METAL 3-5/b" x 20go. METAL STUD FRAMING K/ 5/4" STUD FRAMING K/ 5/4" VERTICAL GRAIN DOUG VERTICAL GRAIN VOU6 FIR VENEER PL'fki FIR VENEER PLYWOOD. MITER ALL CORNERS MITER ALL CORNERS LINE Or CONCRETE PIER - CONCRETE PIM LINE Or BELOW. SEE DETAIL 4 BELOIllill SEE DETAIL 5 A6.1 Ail (2) 5-5/6" X 15go. POST (2) 5-5/5" X lago. POSI AT BOX BEAM AT BOX BEAM OM k1k 101 a I al L I oyff wv R01101:2 [0 'n L LvWA EXISTING MALL STRUCTURE ABOVE. W.F. NEW SUSPENDED 6'rill ED. CEILIN6. SEE SHEET A5 REFLECTED CEILIN6 PLAN NEW 5"ll 5l VERTICAL SOl­--_' L TRIM RE -SAWN BOARDS APPLIED OVER 1/2" BLACK PAINTED PLYWOOD. SEE SHEET A5 REFLECTED CEILINO PLAN. EX15TINO MALL BULKHEAD AND STRUCTURE ABOVE. MALL BLACK METAL REVEAL TO REMAIN. COLD ROLLED STEEL PANELS, BLACK OXIDE FIN15H, SEALED, OVER 5/S" TYPE X r7yp. 5D. 5-5/5" X 20 6A. METAL STUD FRAMING AT 24" O.C. WITH DIA50NAL BRACING AT SAME5PACINO. SEE STRUCTURAL. ROUGH SAWN BOARDS APPLIED OVER 1/2" BLACK PAINTED PLYWOOD. RECESSED BRONZE ANODIZED U CHANNEL 1/2" CLEAR, TEMPERED STOREFRONT GLAZING. BUTT JOINT VERTICAL \JOINTS. p! A- ROUGH SAWN PLANKS TO OVERLAP NARROW SOFFIT PLANKING. 111103 091 ,Oki a 9 :W1 0 12 ME11 MA N�N L EX15TINC7 METAL PAN PECK VERIFY EXACT CONDITION SEE 5HT Al EX15TINO TRUSS BEYOND. VERIFY EXACT CONDITIOi 20go DEEP LEO TRACK 1,A MIN OVERLAP. (1) #10 TEK SCREW a EA. STRAP BRACINCv. (VERIFY EXACT GOND. a 48" O.C) CONT. 5-5/5" x 20go. TOF PARALLEL CONDITION BEAM CLAMP CHANNEL NUT L UNISTRUT P5000 HS a 61-011 O.C. AFFIX TO TOP CHORD OF Till K/ UNISTRUT BEAM CLAMPS AT EACH END. f INTERIOR PARTITION TOP SCALE: 11/2" 1'-0" 01 0 12 1 [*1 aqbl I [W OLI a I We] 0 1 a TA il LVA I OL 5-5/5" X 20 65A. METAL STUD FRAMING AT 24" O.C. 5/5" TYPE 'X'C7*l ED. SEE STRUCTURAL - SHEETS. NEW SUSPENDED GYP. ED. CEILIN5.5EE SHEET A5 REFLECTED CEILINO PLAN 6*Y'P. Bi SOFFIT. PAINT L TRIM SEE DETAIL 6/A6.I, FOR ENI -All VIFIllill RE5AAN WOOD PLANKING CLEAR ANODIZED ALUM. GRILLE 6,VII:)E PER GRILLE MF6RS SHOP DRAWINGS 3" X 5" STEEL TUBE 6RILL SUPPORT BY 6711 Ml ROLL -UP ORILLE COIL AND END PLATES. PER ORILL MFGA;Z5 SHOP DRAAINC75 W X 15go. E36X BEAM (2) SEE sTRjjrTuRAL SHEETS. -4 ------ ------ -4 ------------ PN� RE5AKN WOOD PLANKING 5/4" VERTICAL GRAIN V011 FIR VENEER PLYWOOD. MITER ALL CORNERS z . . I LINE OF COLUMNS FOR BOX -AMS IN WALL. SEE DETAIL BE I/A6.1 AND STRUCTURAL SHEETS. L W 'Iwo vagwo oil J EXISTING METAL PAN DECK VERIFY EXACT CONDITION. - CONT. UN15TRUT P5000 HC- ON TOP OF BAR JOISTS FIXED kV UN15TRUT BEAM CLAMPS AT EACH CHORD.---_ SEE SHT Al 20go DEEP LEO TRACK I^V I" MIN OVERLAP. (1) #10 TEK SCREW a EA. STRAP BRAciNs. (VERIFY EXACT- COND. a 46" 0.6) CONT. 5-5/6" x 20go. TOP TI; UNISTRUT P5000 H5 BRACE 501 -TED TO CONT. UNISTRUT a 2'-0" O.C. W UNISTRUT CHANNEL NUTS. J . . ..........................\ . ­­­ ..... .... EXISTING TRUSS BEYOND. VERIFY EXACT CONDITIONS. -5/6" X 20go. METAL STIJI:�S 5 AT 16" O.C. 5/5" TYPE 'X' GYP. ED. BOTH SIDES. PREPARE FOR PAINT FINISH. ffrik 9M 1011*11 _19' mkol 11, 1 1]1= INTERIOR PARTITION TOP SCALE: 1 1/2" 1'-0" E 0 8 Ln 00 Lm r P% c CL 0 Of pip In In (n cr co cr) 10 u- 10 (y) cr -a V) to m 0 z Im CI pm 0 In Ln to ;W _E u o ll cu 00 Ln m REVISIONS: -4 EX15TINO MALL BULKHEAD AND STRUCTURE ABOVE. MALL BLACK METAL REVEAL TO REMAIN. COLD ROLLED STEEL PANELS, BLACK OXIDE FIN15H, SEALED, OVER 5/S" TYPE X r7yp. 5D. 5-5/5" X 20 6A. METAL STUD FRAMING AT 24" O.C. WITH DIA50NAL BRACING AT SAME5PACINO. SEE STRUCTURAL. ROUGH SAWN BOARDS APPLIED OVER 1/2" BLACK PAINTED PLYWOOD. RECESSED BRONZE ANODIZED U CHANNEL 1/2" CLEAR, TEMPERED STOREFRONT GLAZING. BUTT JOINT VERTICAL \JOINTS. p! A- ROUGH SAWN PLANKS TO OVERLAP NARROW SOFFIT PLANKING. 111103 091 ,Oki a 9 :W1 0 12 ME11 MA N�N L EX15TINC7 METAL PAN PECK VERIFY EXACT CONDITION SEE 5HT Al EX15TINO TRUSS BEYOND. VERIFY EXACT CONDITIOi 20go DEEP LEO TRACK 1,A MIN OVERLAP. (1) #10 TEK SCREW a EA. STRAP BRACINCv. (VERIFY EXACT GOND. a 48" O.C) CONT. 5-5/5" x 20go. TOF PARALLEL CONDITION BEAM CLAMP CHANNEL NUT L UNISTRUT P5000 HS a 61-011 O.C. AFFIX TO TOP CHORD OF Till K/ UNISTRUT BEAM CLAMPS AT EACH END. f INTERIOR PARTITION TOP SCALE: 11/2" 1'-0" 01 0 12 1 [*1 aqbl I [W OLI a I We] 0 1 a TA il LVA I OL 5-5/5" X 20 65A. METAL STUD FRAMING AT 24" O.C. 5/5" TYPE 'X'C7*l ED. SEE STRUCTURAL - SHEETS. NEW SUSPENDED GYP. ED. CEILIN5.5EE SHEET A5 REFLECTED CEILINO PLAN 6*Y'P. Bi SOFFIT. PAINT L TRIM SEE DETAIL 6/A6.I, FOR ENI -All VIFIllill RE5AAN WOOD PLANKING CLEAR ANODIZED ALUM. GRILLE 6,VII:)E PER GRILLE MF6RS SHOP DRAWINGS 3" X 5" STEEL TUBE 6RILL SUPPORT BY 6711 Ml ROLL -UP ORILLE COIL AND END PLATES. PER ORILL MFGA;Z5 SHOP DRAAINC75 W X 15go. E36X BEAM (2) SEE sTRjjrTuRAL SHEETS. -4 ------ ------ -4 ------------ PN� RE5AKN WOOD PLANKING 5/4" VERTICAL GRAIN V011 FIR VENEER PLYWOOD. MITER ALL CORNERS z . . I LINE OF COLUMNS FOR BOX -AMS IN WALL. SEE DETAIL BE I/A6.1 AND STRUCTURAL SHEETS. L W 'Iwo vagwo oil J EXISTING METAL PAN DECK VERIFY EXACT CONDITION. - CONT. UN15TRUT P5000 HC- ON TOP OF BAR JOISTS FIXED kV UN15TRUT BEAM CLAMPS AT EACH CHORD.---_ SEE SHT Al 20go DEEP LEO TRACK I^V I" MIN OVERLAP. (1) #10 TEK SCREW a EA. STRAP BRAciNs. (VERIFY EXACT- COND. a 46" 0.6) CONT. 5-5/6" x 20go. TOP TI; UNISTRUT P5000 H5 BRACE 501 -TED TO CONT. UNISTRUT a 2'-0" O.C. W UNISTRUT CHANNEL NUTS. J . . ..........................\ . ­­­ ..... .... EXISTING TRUSS BEYOND. VERIFY EXACT CONDITIONS. -5/6" X 20go. METAL STIJI:�S 5 AT 16" O.C. 5/5" TYPE 'X' GYP. ED. BOTH SIDES. PREPARE FOR PAINT FINISH. ffrik 9M 1011*11 _19' mkol 11, 1 1]1= INTERIOR PARTITION TOP SCALE: 1 1/2" 1'-0" 4ZPAI DATE: 7-14-2014 DMVM BY: 1. SPINNER FILE NAME: PH14-035-A6 kwo PROJECT NUMBER: PH 14-035 tz W E 0 8 Ln 00 Lm r P% c CL 0 Of pip In In (n cr co cr) 10 u- 10 (y) cr -a V) to m 0 z Im CI pm 0 In Ln to 4ZPAI DATE: 7-14-2014 DMVM BY: 1. SPINNER FILE NAME: PH14-035-A6 kwo PROJECT NUMBER: PH 14-035 tz W r P% pip cr L_ (m 10 (y) cr -a V) to m 0) pm 0 In ;W _E u o ll cu 00 Ln m REVISIONS: 4ZPAI DATE: 7-14-2014 DMVM BY: 1. SPINNER FILE NAME: PH14-035-A6 kwo PROJECT NUMBER: PH 14-035 tz W - - ------ BEAM CLAMP --- -------- ---- -------- bil MAX RI 61D VERTICAL STRUT, MAY 0 I :, I USPENDED GYP. 5r';P CEILING. BE STEEL STUD, BLACK IRON, EXISTING DEMISING WALL. SEE SEE DETAIL EMT OR OTHER APPROVED SHEET A[ EQUAL 6001;` FOR UP TO 41-0" CHANNEL NUT I IEXISTING METAL PAN DECK H161H. LEASE LINE VERIFY EXACT CONDITION. TENANT'S STOREFRONT WOOD WRAPPED COLUMN. EX15TINO TRU55 BEYOND. —UNISTRUT P5000 H5 ®6'-O" VERIFY EXACT CONDITIONS. TENANT SPACE O.C. AFFIX TO TOP CHORD " OF TRU59 A/ UNISTRUT BEAM5 CLAMPS AT EACH END. OA. WIRE SPLAYED IN FOUR 1/2 CLEAR, TEMPERED ADJACENT TENANT CONT. 5-5/b" X 206A. PL DIRECTIONS 0 450 a 12'-0" O.C. STOREFRONT WINDOW. SEE TOP TRACK E-A. NAY. SHEET A4 L 5/6" TYPE "X" GYPSUM Cl BOARD WITH TAPED m L JOINT5 SANDED 5MOOTH, 5 157A. VER AL WIRE HANGER TIC 6" X 206A. METAL STUDS a I " O.C. EA. WAY, TYP. 04-0 61 O.C. ARM5TRON6 "DRYWALL GRID CA SY57T----M" COMPL'YoIN6 WITH ASTM o 0655 HEAVY DUTY oc 0 Ln CLASSIFICATION. INSTALL PER. % cn MANUFACTURER.5 SPECIFICATIONS. CEILING PANELS, TYP. to 5-5/8 X 209o. METAL STUD ns COLD ROLLED STEEL DIA6ONAL BRACING AT 46" O.C.- INTERIOR OR DEMISING PANELS, BLACK OXIDE FINISH, MF -I 7'""' VARIES. 5EE RCP. PARTITION PER PLAN I 5/4" BLACK REVEAL�'ti 80 X 159a. BOX BEAM (2) 5EE 5/61, TYPE IXI c5yp. 5D. ADJACENT TENANT LINE OF TENANT'S NEW DETAIL THIS SHEET. SOFFIT ABOVE. 5/6, TYPE 1XI C711(p W ADJACENT TENANT STOREFONT WINDOW. NOTES: 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER, SHALL BE EXTENDED 4 MALL CONCOURSE 1/21, TYPE IXI C7yf,. 5D. +10'-4" A.F.F.I FASTENED TO THE STRUCTURAL MEMBERS 5UPPORTIN& THE ROOF OR FLOOR I ABOVE. THE STRUT SHALL BE ADEQUATE TO RE515T THE VERTICAL COMPRESSION ----------------- - - --- J - --- k r INDUCED BY THE BRACING AIRES. MITRE CORNERS 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" OR LE55 O.C. IN BOTH DIRECTIONS WITH POINTS WITHIN 6'-0" FROM ANY WALL. 5/4" FIR VENEER PLYWOOD. 16J LLEFT NEUTRAL PIER NEW GYP. BD. HEADER DETAIL 1 Q J4 SUSPENDED GYP. BD. CLG. DETAIL 1 S U S P. ACOUSTIC TILE CEILING DETAIL SCALE: 1 1/2" 1'-©„ SCALE: 1 1/2 1'-0 CALE:11/2" 1'-0" N.T.S. 5 5/8;1" x 1 1/4" x lbgo. EXISTING METAL PAN UN157RUT PSOOO HS a 6-0" CONTINUOUS METAL 51/211 �s 1/2 DECK VERIFY EXACT O.C. AFFIX TO TOP CHORD CONDITION. OF TRU55 A/ UNISITRUT TRACK FASTENED WITH #10 5CRElo'45 AT 12" O.C. CEILINrv, WHERE OCCURS ADJACENT TENANT ADJACENT TENANT LEASE LINE 5-5/6" X 209a. METAL BEAM CLAMPS AT EACH ©Ems 51b" BOLT (15/16" HEAD) WITH EX15TINODEM151NO WALL. SEE STUD SECTION ATTACHED TO UN15TRUT Al (5) #10 WASHER IN 1 1/2" BORED HOLE. SHEET Al SCREAS STOREFRONT BEAM. FINISH BOLT AND WASHER IN i REFER TO CHART 5F -LOA. BLACK OXIDE. BOLT HEAD To BEAM CLAMP BE FLUSH OR SLIGHTLY EXISTING V.I.F. 5IMP50N 5/H2.5 CLIP EA. BLESS TO COLUMN FACE. TYP. LEASE LINE SIDE. O.C. TO FILL ALL HOLES WITH #10 SCREWS. VERTICAL GRAIN DOUGLAS FIR ........... ....... 1, . . ............. CHANNEL NUT WRAPPED COLUMN EXISTING MALL NEUTRAL MALL CONCOURSE EX15TINO TRU55 BEYOND. 5 5/5" x 1 1/4" x Ibqo. . ..... ............. k, ------ .. ....... . PIER REVEAL To REMAIN. VERIFY EXACT CONDITIONS. CONTINUOUS METAL NOTE: BOLT HEADS ARE FOR COLD ROLLED STEEL TRACK FASTENED WITH DECORATIVE PURPOSES ONLY.� VERTICAL GRAIN POUOLA5 FIR PANEL, BLACK OXIDE JUL #10 5CREA5 AT 12" O.C. BOX BEAM SCHEDULE -lyj WRAPPED COLUMN FINISH, MF -I. EXTEND TO --(2) x 1 5/45" x 1690. I % 142" .711 51/211, MALL REVEAL. 5-5/a" X 209a. MET. KEY SPAN JOIST SIZE. METAL STUDS TOE To TOE. 15 %�LINE STUD DIAGONAL BRACINO 51 b' -O" - Ir -lin (2) 6"xf 516"xlb 6A 1",j r, OF TENANT SOFFIT 52 12'-0" - 15'-11" (2) 6"xl 516"xlb 6AABOVE CONTINUOU5169o. END . 55 16'-0" - W-11" (2) IO"xI 5/6"x16 GA PLATE A/ #10 SCREWS AT 515" BOLT (15/16" HEAD) WITH 54 20'-0" - 21'-11" (2)12"xl 5/6"xl4 6A 121, O.0 (BOTH 51DF-5). WASHER IN 1 1/2" BORED HOLE. FINISH BOLT AND AA5HER. IN 55 22'-0" -.25'-11" (2)12"xl 5/b"x12 0A 0 BLACK OXIDE. BOLT HEAD TO PARTITION NEW TENANT PART NEW TENANT STOREFRONT GYP. Bl.). PAINT P-1 BE FLUSH OR 5LIC7HTLY GLAZING SYSTEM NOTE: THIS DETAIL 15 ONLY A DEVON GUIDELINE AND SHALL BE REVIEWED FOR 5 5/b" x 15/5" x 1690. RECE55=1 TO COLUMN FACE. TYP. ALL. COLD ROLLED STEEL I LINE OF TENANT STONE ACTUAL BEAM SIZE FOR EACH PROJECT.METAL STUDS TOE -TO -TOE. 1/211 RETURN, MF -I. T— 1/211 KNEE AALL. USE STRUCTURAL DRAWING SPECS. WHERE CAST IN PLACE CONCRETE LINE OF TENANT SOFFIT APPLICABLE. SEE STRUCTURAL SHEETS. >:<:,.<:_....:.:.,.,.,:«a.«,, � CONTINUOU5 l6c3a. END COLUMN BASE, WHERE OCCURS. ABOVE. .»,.,...Y„<,:...,,..»x:;,<;;,,,<a .,.»;:<>.,..,,, PLATE K/ #10 SCREWS AT 12” O.0 (BOTH 51DF-5). ---------- ---------- - --- v TENANT SPACE DIAGONAL BRACING TO STRUCTU RAE, BOX BEAM DETAIL 18 RECESSED BOLT HEAD DETAIL 17 RIGHT NEUTRAL PIER SCALE: 1 1/2"= 1'-0" SCALE: 1 1'-0 SCALE: 1" = 1'-0" 2" HORIZONTAL LEG ANGLE f7N 0 0 AT PERIMETER OF CEIL WOMEN MEN RESTROOM I C1717. -17 # I @ BRAILLE SIGNAGE TYPES I" DRYWALL FURRING 5 51b" METAL STUD FURRING. V.I.F. 5/6" TYPE X GYP. 5L"). b" MAX EX15TINry DEMISING WALL #12 CEILING HANGAR WIRE WOMEN MEN UNISEX DOOR SIGNAGE TYPES STABILIZER BAR OR. OTHER 71 SUITABLE SYSTEM TO F /4" PERIMETER COMPONENTS DOOR -MOUNTED C7F-tNOER SPECIFIC z z 5/4" DOUG FIR VENEERFROM SPREADING APART. SIGNAGE (OR, UNISEX IF APPLICABLE) PLYWOOD. MITER ALL a CORNERS. APPROPRIATE BRAILLE SIGNAGE LEASE LINE EX15TIN6 CMU VEM15INC-7 WALL EXISTING MTL STUD DEM151146 WALL 1/2" TYPE X GYP. BOARD-----' CROSS TEE 211 PER DIAGRAMS ABOVE NOTE: ON DOOR.AAY5 LEADING TO SANITARY MTL STUD FRAMIN0-----------� %k 0 FACILITIES AN 12" EQUILATERAL 14 TH15 DETAIL APPLIES TO ALL TRIANGLE FOR MEN, A 12" DIAMETER PERIMETER WALLS AND Q CIRCLE FOR WOMEN, OR A 12" DIAMETER FOR. UNISEX, 1/4" THICK INTERIOR PARTITIONS CENTERED ON DOOR AT 60" A.F.F. CONTRASTING COLOR WITH DOOR. ON all THE WALL ADJACENT TO THE STRIKE COMPLIES WITH SEISMIC SIDE A 6" X.5" GRADE 2 BRAILLE SIGN DETAILS FOR 150 CATEGORY SHALL BE MOUNTED AT 60" A.F.F. WITHIN lb" OF THE VERTICAL JAMB 24 FURRING AT DEMISING WALL JUNCTION INTERIOR -WOOD COLUMN DETAIL 6- PERIMETER CEILING DETAIL TYP. RESTROOM DOOR SIGNAGE SCALE: I" = 1'-0" SCALE: 1 1/2 1'-0" N.T.S. SCALE: 1 1/2" =1'-0" ra-w z O LL - Lu w 0 rnIn 4m rn 4m A:! r4 to W LL- tn p.. C) fn fn 0fn z ch a tD to Ln T-- 1-- I I I I I I I Lu ff V&SOIN15 CPAI - DATE: 7-14-2014 DRAM M J. SPINNER FILE NAME: PH 14-035-A6 PROJECT NUMBER: PH14-035 �!J 0 cr 0 45 Cl m CA o In C) oc 0 Ln m % cn u to CID ns Ln m DATE: 7-14-2014 DRAM M J. SPINNER FILE NAME: PH 14-035-A6 PROJECT NUMBER: PH14-035 �!J NOTE - SLATWALL CAN ONLY BE INSTALLED IN ONE DIRECTION — #6 SILVER TRIM -HEAD SCREWS • 16" O.G. HORIZONTALLY AND EVERY 5 SLATWALL SLOTS VERTICALLY. PER MANUFACTURERS INSTRUCTIONS METAL STUD AND 6YP. BD PARTITION PER PLAN 4'x 6' SLATWALL. (5W-1) PER ELEVATIONS #6 SILVER TRIM -HEAD SCREWS @ 16" O.G. HORIZONTALLY AND EVERY 5 SLATWALL SLOTS VERTICALLY METAL STUD AND 6YP. BD PARTITION PER PLAN #6 SILVER TRIM -HEAD SCREWS ® 16" O.G. HORIZONTALLY AND EVERY 5 5LATWALL SLOTS VERTICALLY. PER MANUFACTURERS INSTRUCTIONS 4'x 6' SLATWALL. (5W-1) PER ELEVATIONS PIN DETAIL @ SLATWALL (TYP. I 1-a I /n" ENLARGED SECTION J• FAGEFI SOLID FINISH V I ONEI 5LATK FAGEFI SOLID FINISH ADJUST LAMINS W/ HD ' HD DR, FULL O GLIDE° FRONT, BIN PUi BLACK ENLARGED ELEVATION • ENLARGED SECTION J• COVE MOLDING- — Ll SOL I D MAPLE, CHERRY LL 00 4 C Q1 FINISH WITH SEMI -GLOSS POLYURETHANE - t FACEFRAME - WF -I WF� • SOLID DOU5 FIR, CLEAR OIL Q O.C. TO PROVIDE HD FINISH ADJUSTABLE HD SHELF - 04 LAMINATE (COLOR TBD) W/ HD SCREW IN SHELF PINS MILLWORK. COORDINATE SLATwALL (SW -I) ABOVE BASE WITH MILLWORK COMPANY. CABINET. SEE DETAIL 5/A7.1 LOWER SHELF - . I" DOUG FIR VENEER PLYWOOD to 50LID DOUG FIR NOSING, EXPOSED EDGES CLEAR OIL FINISH WF -f to Ln "X" BULK WINE STORAGE - M fn pop 1/6" PLATE STEEL, BLACK HD DRAWER - WF -I OXIDE FINISH, SEALED FULL OVERLAY, WITH HD MF -I � O • GLIDES. SOLID DOUG FIR CABINET BACK - M m FRONT, CLEAR OIL FINISH d T - t V � • BASE MOLDING- S -I LA •— . Ln r O n O • SOLID DOUG FIR, CLEAR M 1/4" MAPLE VENEER t:tD OIL FIN15H Emil toM ENLARGED SECTION J• FAGEFI SOLID FINISH V I ONEI 5LATK FAGEFI SOLID FINISH ADJUST LAMINS W/ HD ' HD DR, FULL O GLIDE° FRONT, BIN PUi BLACK ENLARGED ELEVATION • ENLARGED SECTION J• COVE MOLDING- — N 0 U SOL I D MAPLE, CHERRY LL 00 C Q1 FINISH WITH SEMI -GLOSS POLYURETHANE - t �. WF� Q O.C. TO PROVIDE HD 04 IN -WALL BLOCKI N6 FOR MILLWORK. COORDINATE WITH MILLWORK COMPANY. NOTE: VENEER ALL to CL EXPOSED EDGES mc:4 to Ln "X" BULK WINE STORAGE - M fn pop 1/6" PLATE STEEL, BLACK m Cl OXIDE FINISH, SEALED MF -I � O • Lna CABINET BACK - m tn V � • LA •— . Ln r O n O • • M 1/4" MAPLE VENEER t:tD Emil toM Lt! PLYWOOD, CHERRY FINISH WITH 5EMI-6LO55 POLYURETHANE, COVER/FILL ALL FASTENER HEADS. WF -3 BOTTLE DIVIDERS - 1/4" MAPLE VENEER PLYWOOD, CHERRY FINISH WITH SEMI -GLOSS POLYURETHANELL� d :p in I I to SHELF - 5/4" MAPLE VENEER PLYWOOD, CHERRY FINISH WITH SEMI -GLOSS — POLYURETHANE - PROVIDE 50LID MAPLE NOSING TO ALL SHELVES fA NOTE: CASE WORK TO BE HEAVY DUTY CONSTRUCTION - to UPRIGHT - 5/4" MAPLE VENEER PLYWOOD, CHERRY FINISH WITH SEMI-OLO55 POLYURETHANE - �V' to - LOWER SHELF - 5/4" MAPLE VENEER PLYWOOD, CHERRY FINISH WITH 5EMI-OLO55 POLYURETHANE - m - HD DRAWER - FULL OVERLAY, WITH HD d OLIVES. SOLID MAPLE FRONT, CHERRY FINISH WITH K1 = SEMI-6LO55 POLYURETHANE - - BASE MOLDING- 50LIV MAPLE, CHERRY FINISH WITH 5EMI-OL055 POLYURETHANE _ tn BIN PULL - BLAGK OXIDE FINISH CENTER SUPPORT. PROVIDE HEAVY DUTY CONSTRUCTION FOR ENTIRE CASE. THI5 PIECE WILL CARRY HEAVY LOADS (WINE BOTTLES). ELEVATION � � r ♦ i • Ln z 0 QV) W J W N C 3:00 J 3: J J (L.. t t 1 1 1 I ui i YL I N E N 0 U LL 00 C Q1 • t �. Q 04 • to CL mc:4 4.5 Ln M fn pop • m Cl � N � O • Lna 1a s tn V � • LA •— . Ln r O n O • • M t:tD Emil toM Lt! Ln z 0 QV) W J W N C 3:00 J 3: J J (L.. t t 1 1 1 I ui i YL I REVISIONS: CFei PATE: 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH 14-035-A5 PROJECT NUMBER: PH 14-035 LuL" Ln • �. • • • • mc:4 4.5 fn pop • • Lna 1a s tn as • . Ln • • • • REVISIONS: CFei PATE: 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH 14-035-A5 PROJECT NUMBER: PH 14-035 LuL" Ln CASE FRAME - SOLID MAPLE, CHERRY FINISH WITH SEMI -GLOSS POLYURETHANE INSET PANEL - 5LATAALL (SN -I) TOE KICK - BLACK LAMINATE FIXED SHE 5/4" 5LAC, PLYWOOD ADJJ5TA5 TYP. ALL - 5/4" SLAC PLYWOOD a Jul=, L --J .... . . ..... . . ...... 14 ENLARGED CASHWRAP PLAN 11 SCALE: I" = I'-01.1 �46-jl ABSOLUTE BLACK GRANITE, HONED FINISH. PENCIL EDGE DETAIL f"A W11 A Lom ENLARGED %..mSH rv-%P ELEVATION SCALE- III = 11-011 NOTE.- PROVIDE CORD ACCESS HOLES IN COUNTER, SHELVES, AND 5A5E. ABSOLUTE BLS HONED FINISH. EE3 CASE FRAME CHERRY FIN15F 5EMI-6LO55 F INSET PANEL - 5LATNALL (51,1, TOE KICK - BLACK LAMINj, ENLARGED CASHWRAP ELEVATION SCALE: III „„ , 111 ( ENLARGED CASHWRAP ELEVATION 6 SCALE: I" = 1'-0" ENLARGED POS STATION PLAN= SCALE. ," FOLDING LEAF - 5/4" 50LIV MAPLE, CHERRY FIN15H WITH 5EMI-6L055 POLYURETHANE. PROVIDE LOCKING BRACE HARDWARE. NOTE: PROVIDE CORD ACCESS HOLES IN COUNTER, SHELVES, AND BASE. COORDINATE EXACT LOCATION WITH TENANT. FULL OVERLAY, WITH HP GLIDES. 50LID MAPLE FRONT, CHERRY FINISH WITH SEMI-6LO55 POLYURETHANE E3 ADJUSTABLE SHELF - 5/4" MAPLE VENEER PLYWOOD, CHERRY FINISH WITH SEMI-6LOSS POLYURETHANE ENL Q 02 ARGED ELEVATION Q FOLDING LEAF - 5/4" SOLID MAPLE, CHERRY FIN15H WITH SEMI -65L055 POLYURETHANE. PROVIDE LOCKING BRACE HARDWARE. MI A CASE FRONT - SOLID MAPLE FRAME WITH INSET MAPLE VENEER PLYWOOD PANEL, CHERRY FINISH WITH SEMI -GLOSS POLYURETHANE A55OLUTE BLACK GRANITE, HONED FINISH, PENCIL EDGE DETAIL. HD CASTORS - LOW PROFILE, BLACK OXIDE FINISH. A55OLUTE BLACK GRANITE, HONED FINISH. ENLARGED ELEVATION lot 11-011: L SCALE: HP CASTORS - LOW PROFILE, BLACK OXIDE FINISH. ABSOLUTE BLACK GRANITE, HONED FINISH. FOLDING LEAF - 5/4" SOLID MAPLE, CHERRY FINISH WITH SEMI -GLOSS POLYURETHANE. PROVIDE LOCKING BRACE HARDWARE. CASE SIDE - 50LIP MAPLE FRAME WITH INSET MAPLE VENEER FLtV4000 PANEL, CHERRY FINISH WITH SEMI -GLOSS POLYURETHANE HD CASTORS - LOW PROFILE, BLACK OXIDE FINISH. �-Rl ENLARGED ELEVATION � (N E N a Ln 8 co ,.0 •Az tL 0 ■ Ln rn m o; co m r -j 0 Q CD rn z to Ln t/l E 0 U.i J LJ.J m 0 \/ LIC LIG 00 • • • 40 0 • • NOTE; BASE CABINETS ANGLE TO FOLLOW CURVE OF COUNTER ABOVE. 141-011 f"A W11 A Lom ENLARGED %..mSH rv-%P ELEVATION SCALE- III = 11-011 NOTE.- PROVIDE CORD ACCESS HOLES IN COUNTER, SHELVES, AND 5A5E. ABSOLUTE BLS HONED FINISH. EE3 CASE FRAME CHERRY FIN15F 5EMI-6LO55 F INSET PANEL - 5LATNALL (51,1, TOE KICK - BLACK LAMINj, ENLARGED CASHWRAP ELEVATION SCALE: III „„ , 111 ( ENLARGED CASHWRAP ELEVATION 6 SCALE: I" = 1'-0" ENLARGED POS STATION PLAN= SCALE. ," FOLDING LEAF - 5/4" 50LIV MAPLE, CHERRY FIN15H WITH 5EMI-6L055 POLYURETHANE. PROVIDE LOCKING BRACE HARDWARE. NOTE: PROVIDE CORD ACCESS HOLES IN COUNTER, SHELVES, AND BASE. COORDINATE EXACT LOCATION WITH TENANT. FULL OVERLAY, WITH HP GLIDES. 50LID MAPLE FRONT, CHERRY FINISH WITH SEMI-6LO55 POLYURETHANE E3 ADJUSTABLE SHELF - 5/4" MAPLE VENEER PLYWOOD, CHERRY FINISH WITH SEMI-6LOSS POLYURETHANE ENL Q 02 ARGED ELEVATION Q FOLDING LEAF - 5/4" SOLID MAPLE, CHERRY FIN15H WITH SEMI -65L055 POLYURETHANE. PROVIDE LOCKING BRACE HARDWARE. MI A CASE FRONT - SOLID MAPLE FRAME WITH INSET MAPLE VENEER PLYWOOD PANEL, CHERRY FINISH WITH SEMI -GLOSS POLYURETHANE A55OLUTE BLACK GRANITE, HONED FINISH, PENCIL EDGE DETAIL. HD CASTORS - LOW PROFILE, BLACK OXIDE FINISH. A55OLUTE BLACK GRANITE, HONED FINISH. ENLARGED ELEVATION lot 11-011: L SCALE: HP CASTORS - LOW PROFILE, BLACK OXIDE FINISH. ABSOLUTE BLACK GRANITE, HONED FINISH. FOLDING LEAF - 5/4" SOLID MAPLE, CHERRY FINISH WITH SEMI -GLOSS POLYURETHANE. PROVIDE LOCKING BRACE HARDWARE. CASE SIDE - 50LIP MAPLE FRAME WITH INSET MAPLE VENEER FLtV4000 PANEL, CHERRY FINISH WITH SEMI -GLOSS POLYURETHANE HD CASTORS - LOW PROFILE, BLACK OXIDE FINISH. �-Rl ENLARGED ELEVATION � (N E N a Ln 8 co ,.0 •Az tL 0 ■ Ln rn m o; co m r -j 0 Q CD rn z to Ln REVISIONS: CCAI - t/l E 0 U.i J LJ.J m 0 \/ LIC LIG 00 • REVISIONS: CCAI - DATE: 7-14-2014 DRAWN BY. J. SPINNER FILE NAME: PH14-035-A5 PROJECT NUMBER' PH 14-03 5 7- jq�qq • • • • 40 0 • • DATE: 7-14-2014 DRAWN BY. J. SPINNER FILE NAME: PH14-035-A5 PROJECT NUMBER' PH 14-03 5 7- jq�qq BLANK 5/4" 51 FLOOR ENDS, I 0. C. TC BLOCK BLANK 5/4" P1 5UPPOI BLANK LOPNIES REMON COUNT! 5/411 D PLYAC DOUG FIN15H 1 6910 -ami AD,JUS 5/411 D PLIfNc NOSINC CABINI 1/4" DC FLykz COVET' HEAD m Paulyl If SOLID DOUG FIR, CLEAR OIL FINISH (:WF -I ENLARGED SECTION SCALE. 1'-0" 91 Eel i FA i 11 ENLARGED CASHWRAP PLAN SCALE: I I' NOTE: 12" DEEP BASF CABINETS DO NOT FOLLOW CURVE OF COUNTER. Q. N E N 0 0 u Ln co 4w M-1 c? o -C:: Ln m cm A ENLARGED BACKWRAP ELEVATION NOTE. 12" DEEPEA5E CABINETS DO NOT FOLLOW CURVE OF COUNTER. PULL - BLACK OXIDE FINISH ABSOLUTE BLACK GRANITE, HONED FINISH. PENCIL EDGE DETAIL. FULL OVERLAY, WITH HO &LIPE5.50LID MAPLE FRONT, CHERRY FINI5H WITH SEMI-6LO55 POLYURETHANE (WE3 POOR - FULL OVERLAY, MAPLE VENEER PLYWOOD, VENEER ALL EXPOSED ED 67E5, CHERRY FINISH WITH SEMI -5LO55 POLYURETHANE TOE KICK - BLACK LAMINATE LA Z 0 F-- Ln ULJ J! IILU DC OC 00 OES 0--w --E� 0 m m IN p 10-1 -F-4 N E N 0 0 u Ln co 4w c? o -C:: Ln m cm A >1 r4 0 V) w u- 0 WE zrn pm cr-r- LA Z 0 F-- Ln ULJ J! IILU DC OC 00 OES 0--w --E� 0 m m IN p 10-1 -F-4 Affb4 4w rim cr pm cr-r- pip 0 Ln w Q> o .c: Ln M wu aft 72 O -c un m (n co m a.cm ?Ln cn t/l � ffkfAll*j&l' UAI DATE: 7-14-2014 DRAWN BY: J. SPINNER FILE NAME: PH 14-035-A5 PROJECT NUMBER: PH 14-03 5 MECHANICAL PLAN SCALE: 1/4" = l'—O' N LANDLORD NOTES 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND ESTABLISH A DISCREPANCY RESOLUTION PROCEDURE. 2. ALL SYSTEMS SHALL BE OPERATIONAL WHEN THE CONTRACTOR IS NOT ON THE PREMISES. 3. ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD'S DESIGNATED ROOFER. 4. ALL WORK SHALL BE SCHEDULE WITH LANDLORD'S FIELD REPRESENTATIVE. . . ... . ... . DUCRAIORK SYMBOLS SINGLE DOUBLE ABBR. DESCRIPTION • RECTANGULAR DUCT 4w 0 ROUND DUCT r P% 0 45 DEG. TAP: USE AT BRANCH DUCTS ONLY 0 DUCT SPLIT W/DAMPER: USE AT ELBOWS AND TEES: PROPORTION DUCT AREAS BY CFM'S CL 0 CURVED ELBOW -MIN. RADIUS R: 1.5 WIDTH 0 0 90 DEC. ELBOW WITH SINGLE RADIUS TURNING VANES pop 0 FLEXIBLE DUCT CONNECTION FD FIRE DAMPER BD BALANCING DAMPER (USE O.B.D. UNLESS NOTED OTHERWISE) NEW TO EXISTING CONNECTION cr • SPIN -IN FLEX DUCT TAKE -OFF W/DAMPER Ln SA SUPPLY AIR 0 z EXH EXHAUST AIR 0 z RA RETURN AIR 0 s OSA OUTSIDE AIR * I— ox T ITHERMOSTAT X: UNIT OR ZONE NUMBER KEYED MECHANICAL NOTES 1. 24x24, 10"0 NECK CD -1. BALANCE TO CFM NOTED. 1 2. 24x24, 8"0 NECK CD -1. BALANCE TO CFM NOTED. 3. 12x12, 8"0 NECK CD -2. BALANCE TO CFM NOTED. 4. 24x24, 22x22 NECK RG -1. 5. 12x12, 10x10 NECK RG -1. 6. NEW 16x6 TRANSFER AIR OPENING TO BE INSTALLED ABOVE SALES AREA CEILING. PROVIDE WITH 18x8, 16x6 NECK TG -1 ON STOCKROOM SIDE OF WALL. 7. NEW DUCT SMOKE DETECTOR TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. 8. NEW 6"0 EXHAUST AIR DUCT TO CONNECT TO THE LANDLORD'S MAIN EXHAUST AIR DUCT. FIELD VERIFY EXACT POINT OF CONNECTION. 9. EXISTING TEMPERATURE SENSOR TO BE REUSED AND RELOCATED AS SHOWN. PROVIDE WITH NEW THERMOSTAT WIRE. FIELD VERIFY. 10. EXISTING LANDLORDS MAIN SUPPLY AIR DUCT TO REMAIN AS IS. FIELD VERIFY. 11. EXISTING 14"0 SUPPLY AIR INLET DUCT TO BE REUSED. FIELD VERIFY EXACT LOCATION AND SIZE. 12. EXISTING FAN POWERED VARIABLE AIR VOLUME BOX WITH 5 KW OF ELECTRIC HEAT TO BE REUSED. REBALANCE MAXIMUM SUPPLY AIR TO 2500 CFM @ 0.3" E.S.P., MINIMUM TO 585 CFM. FIELD VERIFY EXACT LOCATION. 13. EXISTING VARIABLE AIR VOLUME BOX TO BE ABANDON IN PLACE. CAP EXISTING SUPPLY AIR DUCT AIR TIGHT. FIELD VERIFY. 14. EXISTING SUPPLY AIR INLET DUCT TO REMAIN AS IS. FIELD VERIFY. 15. UNDERCUT DOOR 1'. E Lu %n z CL Llj F- 0 _Z u0 LLJ z 2< 1 1 1 1 1 1 MENEM-ENE F1110-1 E-4 " E CN 08 Ln co 4w r P% CL 0 CL pop cr Ln rn 0 cm 4m 011:4 W N r-4 tA tp 0 E rn Ln ®.........\\\\.\\.\ 0 cri z r*4 o 0 SEEN . . . . . . . .... 0 In -2 z CL Llj F- 0 _Z u0 LLJ z 2< 1 1 1 1 1 1 MENEM-ENE F1110-1 E-4 Aa:k 4w r P% pop cr 0 011:4 +5 U -C 0 +-a Ln o 0 CA -2 Ln Q..m_ (A tn i - REFERENCE ONLY NOT APPROVED WITH THIS PERMIT NP MECHANICAL, INC. CONSULTING ENGINEERS 1717 W. NORTHERN AVE. - SUITE 116 IOENII 110181111 (602) 249-6311 PROJECr NO. 14080 PLOT DATE _ 7/14/2014 REVISIONS: SEAL - CS ' 4, 18372 OREGON lO�l£ Q� 31, N P, DATE: 7-11-2014 DRAWN BY: FILE NAME: PH14-035-Ml PROJECT NUMBER: PH 14-035 A TURNIN( VANES 90 ELBOW 45 ELBOWIAL SI AR r 1r '-� _ t ---1` THREE TURNING VANES NO THROAT RADIUS SUPPLY OR RETURN WYE RECTAN AR GUI. DUCT } RETURN AIR BRANCH FITTING BRANCH DUCT (RECTANGULAR DUCT) DUCTWORK DETAILS TAPE AROUND SNUGGLY Z WRAPS PRIOR TO INSTALLING LINE STRAP FLEXIBLE DUCT MAX. 4'-0" LENGTH GYP BOARD CEILING oto 2" TURNING VANE - 174 I 9-t Il �mdwa-p 1p", mm9li i i CONTRACTION vo[clam�r TURNING VANES X Q Z AIR FLOW 90 ELBOW TAKE -OFF USE ONLY IN AREAS FULL RADIUS ELBOW WHERE SPACE IS LIFTED TAKE -OFF ROUND S.A. DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. 1" WIDE x 20 GA. STRAP W/ TIGHTENING SCREW SECURE STRAP W/ SHEET METAL SCREWS 3 O.C. MAX. 24"x24" "TITUS" TRM-RAPID MOUNT FRAME 24"x24" "TITUS" MODEL # TDC, ROUND NECK (SEE SHEET M1 FOR NECK SIZE) BORDER TYPE 3 -LAY -IN DIFFUSER SQUARE SUPPLY AIR DIFFUSER DETAIL X 1. MARK z MANUFACTURER m:2wart MATERIAL MODULE FRAME FRONT BLADES DAMPER azz CD -1 o-- TITUS cn Dl +D 2424 FLANGE 4 -WAY OPPOSED BLADE 262 CD -2 3 TITUS a STEEL D1 a LI 90 ELBOW TAKE -OFF USE ONLY IN AREAS FULL RADIUS ELBOW WHERE SPACE IS LIFTED TAKE -OFF ROUND S.A. DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. 1" WIDE x 20 GA. STRAP W/ TIGHTENING SCREW SECURE STRAP W/ SHEET METAL SCREWS 3 O.C. MAX. 24"x24" "TITUS" TRM-RAPID MOUNT FRAME 24"x24" "TITUS" MODEL # TDC, ROUND NECK (SEE SHEET M1 FOR NECK SIZE) BORDER TYPE 3 -LAY -IN DIFFUSER SQUARE SUPPLY AIR DIFFUSER DETAIL RMARK EXHAUST FAN SCHEDULE E,S,P, MOTOR BAROMETRIC AREA SERVED MANUFACTURER MODEL CFM DRIVE ���,,�,) HP y/PH DAMPER EF -1 TOILET ROOM GREENHECK SP -Bl 1OFL 100 0.25" 80 W. 120/1 BACKDRAFT DIRECT DAMPER NOTE: 1. VERIFY VOLTAGE/ PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING. REUSE OF EXISTING HVAC SYSTEM THE EXISTING HVAC SYSTEM TO BE RECONDITIONED AND REUSED. CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF THE EXISTING HVAC SYSTEM THAT SUCH SYSTEM IS FULLY OPERABLE AND IN CONFORMANCE WITH LANDLORD'S AND OWNER'S REQUIREMENTS. IF ANY PORTION OF THE EXISTING HVAC SYSTEM IS NOT FULLY OPERABLE OR IN CONFORMANCE WITH THE LANDLORD'S AND OWNER'S REQUIREMENTS, THIS CONTRACTOR SHALL INCLUDE IN HIS BID THE COST TO REPAIR, UPGRADE, OR REPLACE SAME. CONTRACTOR SHALL PROVIDE A WRITTEN CONFIRMATION TO THE OWNER THAT THE EXISTING HVAC SYSTEM IS FULLY OPERABLE AND WILL MAINTAIN THE COMFORT AND DESIGN CONDITIONS REQUIRED WITHIN THE LEASE SPACE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS, IF NECESSARY. RECONDITIONING OF THE EXISTING SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO: 1. CHANGING ALL FAN BELTS. 2. LUBRICATING ALL MAJOR MECHANICAL COMPONENTS. 3. PROVIDING NEW FILTERS. 4. CHECKING AND TESTING ALL RELAY PACKS, CONTACTORS, STARTERS, AND CONTROL COMPONENTS. 5. TESTING FANS OPERATION. OUTSIDE AIR CALCULATION GRILLE, REGISTER, AND DIFFUSER SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL MATERIAL MODULE FRAME FRONT BLADES DAMPER FINISH CD -1 CEILING DIFFUSER TITUS TDC STEEL 2424 FLANGE 4 -WAY OPPOSED BLADE 262 CD -2 CEILING DIFFUSER TITUS TDC STEEL 12x12 FLANGE 4 -WAY OPPOSED BLADE ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, RG -1 RETURN GRILLE TITUS 23RL STEEL SEE PLAN FLANGE - NONE �. TG -1 TRANSFER GRILLE TITUS 350RL STEEL 18x8 FLANGE LONG NONE * NOTE: FIELD PAINT ALL DIFFUSERS AND GRILLES. COLOR BY ARCHITECT. PROVIDE RAPID MOUNT FRAME "TITUS" MODEL TRM FOR ALL DIFFUSERS LOCATED IN GYP. BOARD CEILINGS. RMARK EXHAUST FAN SCHEDULE E,S,P, MOTOR BAROMETRIC AREA SERVED MANUFACTURER MODEL CFM DRIVE ���,,�,) HP y/PH DAMPER EF -1 TOILET ROOM GREENHECK SP -Bl 1OFL 100 0.25" 80 W. 120/1 BACKDRAFT DIRECT DAMPER NOTE: 1. VERIFY VOLTAGE/ PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING. REUSE OF EXISTING HVAC SYSTEM THE EXISTING HVAC SYSTEM TO BE RECONDITIONED AND REUSED. CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF THE EXISTING HVAC SYSTEM THAT SUCH SYSTEM IS FULLY OPERABLE AND IN CONFORMANCE WITH LANDLORD'S AND OWNER'S REQUIREMENTS. IF ANY PORTION OF THE EXISTING HVAC SYSTEM IS NOT FULLY OPERABLE OR IN CONFORMANCE WITH THE LANDLORD'S AND OWNER'S REQUIREMENTS, THIS CONTRACTOR SHALL INCLUDE IN HIS BID THE COST TO REPAIR, UPGRADE, OR REPLACE SAME. CONTRACTOR SHALL PROVIDE A WRITTEN CONFIRMATION TO THE OWNER THAT THE EXISTING HVAC SYSTEM IS FULLY OPERABLE AND WILL MAINTAIN THE COMFORT AND DESIGN CONDITIONS REQUIRED WITHIN THE LEASE SPACE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS, IF NECESSARY. RECONDITIONING OF THE EXISTING SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO: 1. CHANGING ALL FAN BELTS. 2. LUBRICATING ALL MAJOR MECHANICAL COMPONENTS. 3. PROVIDING NEW FILTERS. 4. CHECKING AND TESTING ALL RELAY PACKS, CONTACTORS, STARTERS, AND CONTROL COMPONENTS. 5. TESTING FANS OPERATION. OUTSIDE AIR CALCULATION OUTSIDE AIR REQUIREMENTS PER TABLE 403.3 IMC, 2006. AREA MULTIPLIER REQ'D. CFM 1803 X 0.3 CFM/ S.F. N O SALES 540.9 SQ. FT. 262 X 0.15 CFM/ S.F. coV� STOCK 39.3 SQ. FT. 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, TOTAL REQUIRED CFM 580.2 TOTAL CFM REQUIRED = 580.2 s TOTAL CFM PROVIDED = 585 LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION, AND LANDLORD'S CRITERIA. BALANCE OSA AS FOLLOWS: REQUIRED FRESH AIR SHALL BE INTRODUCED VIA EXISTING VAV BOX. �. 1p 3FA MD0014 i i FLEXIBLE DUCT. SEE PLAN FOR SIZE 2" 0 L 1/8" MAX. GAP DUCT OR EQUIP. COLLAR TAPE AROUND SNUGGLY Z WRAPS PRIOR TO INSTALLING LINE STRAP 1" WIDEx20 GA. STRAP W/ TIGHTENING SCREW. OUTER EDGE OF COLLAR SECURE STRAP W/SHEET METAL SCREWS 3 O.C. MAX. NTS HVAC NOTES 1. ALL WORK TO BE AS PER THE L.L. SPECS, ALL LOCAL CODES, RULES AND REGULATIONS. ALL WORK TO BE AS PER ASHRAE AND SMACNA GUIDELINES. 2. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDELINES. 3. PROVIDE NECESSARY TURNING VANES, SPLITTER DAMPERS, VOLUME EXTRACTORS AND OTHER FEATURES NEEDED FOR A SMOOTH AND CONTROLLED FLOW OF AIR. 4. LOCATIONS SHOWN OF HVAC EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY. VERIFY STRUCTURAL DETAILS AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OF THESE COMPONENTS. IF MORE SUPPORTS ARE NEEDED FOR HVAC EQUIPMENT, COORDINATE WITH THE ARCHITECT. 5. PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF PENETRATIONS, IF ANY, TO BE MADE AS PER LANDLORD SPECS. VERIFY DETAILS WITH LANDLORD. 6. PROVIDE AND INSTALL THERMOSTATS AT LOCATIONS AS DIRECTED BY THE ARCHITECT. 7. COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEILING DETAILS AND OTHER FEATURES SUCH AS LIGHTING FIXTURES ETC. THAT MAY AFFECT PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 8. PROVIDE APPROVED FIRE DAMPERS WITH ACCESS PANELS AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CEILINGS AS REQUIRED BY CODE. 9. INSULATE NECK, THROATS AND COLLARS OF SUPPLY OUTLETS ABOVE CEILING. 10. ALL ROOF PENETRATIONS MADE BY THE TENANT'S GENERAL CONTRACTOR MUST CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL BE SUBJECT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY INSTALLATION BY TENANT MUST BE PERFORMED BY LANDLORD'S APPROVED ROOFING CONTRACTOR, AND TENANT'S GENERAL CONTRACTOR SHALL PAY ALL SUCH COSTS. 11. TENANT'S GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE TEMPORARY WEATHERPROOFING FOR ALL ROOF PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE THE FINAL PATCH. NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF ANY LANDLORD PROVIDED, OR EXISTING, OUTSIDE AIR INTAKES THROUGH ROOF, LANDLORD PROVIDED CHILLED/HOT WATER PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK, CONDENSATE LINE MAINS, ETC. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES. E ERAL NOT ES MECHANICAL GENERAL 4w N O <t<:< Tp O coV� r� c 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, s LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION, AND LANDLORD'S CRITERIA. �. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE • cm .O INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S � trY �- STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND "' c: a INSTALLATION. 45 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS Ln AND SERVICES RELATED TO INSTALLATION OF THE WORK. N pm Auk c: 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND o Ln THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK x;00 �V pe�_ REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS 0- 0 INDICATED. Lu----� Ln m Q.. m a M 5. DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND m NDA PROVIDE TURNING VANES IN ALL ELBOWS; AND MANUALM LATEST SMACNA STANDARDS. coGD Q1 VOLUME DAMPERS IN ALL BRANCHES, SPLITTER DAMPERS, AIR EQUALIZERS, a; N EXTRACTORS, AND SIMILAR DEVICES WHEREVER NECESSARY TO PROPERLY BALANCE N THE SYSTEM AND PRODUCE A QUIET AND DRAFTLESS OPERATION. to 6. DUCTWORK SHALL BE GALVANIZED SHEET METAL OF LOCK FORMING QUALITY. 24 GAUGE UP TO 30", 22 GAUGE - 30" AND OVER. 0 LL' ALTERNATE: STANDARD SPIRAL ROUND GALVANIZED SHEET METAL DUCTWORK. 24 V3 GAUGE UP TO 36"0, 22 GAUGE -36" TO 50". FIRST 15 FT. OF DUCT FROM EQUIPMENT SHALL BE LINED 1" HEAVY DENSITY m ACOUSTICAL INSULATION. en I 7. FLEXIBLE DUCTWORK SHALL BE 1HERMAFLEX "M -KE" WITH ONE INCH EXTERNAL 0 fn Z N INSULATION FINISHED WITH A VAPOR BARRIER, U.L. AND 90A LISTED, SHALL BE .. . ....... .:.....: ..`� v4 N EQUIPPED WITH DAMPER -EXTRACTOR AT THE SHEETMETAL DUCT AND CIRCULAR \�ti�,,� �p COLLAR AT THE DIFFUSER, MECHANICALLY SECURED. to tG 8. FLEXIBLE DUCTWORK SHALL NOT EXCEED 6 FEET IN LENGTH; BENDS SHALL NOT RESTRICT THE INSIDE CROSS-SECTIONAL AREA OF THE DUCT; AND CONNECTION SHALL BE MADE AS DIRECT AS POSSIBLE TO THE MAIN SUPPLY. 9. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES 'J PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND Q SERVICE OF EQUIPMENT. I - w 10. PROVIDE A READY -TO -USE SYSTEM WITH ALL WORK GUARANTEED IN WRITING AGAINST Q DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM TURN OVER TO OWNER. L� z 11. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 OR GALVANIZED SHEET METAL < WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5'-0" DUCTWORK MATERIALS SHALL BE PER INTERNATIONAL MECHANICAL CODE, 2006. tr1 W 12. PROVIDE AS PART OF THE MECHANICAL CONTRACT SERVICES OF AN INDEPENDENT AIR /WATER BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL. SUBMIT 3 COPIES OF THE BALANCE REPORT TO ARCHITECT/OWNER. SUBMIT 1 COPY OF THE BALANCE REPORT TO THE LANDLORD. L i v V) Lu HVAC NOTES 1. ALL WORK TO BE AS PER THE L.L. SPECS, ALL LOCAL CODES, RULES AND REGULATIONS. ALL WORK TO BE AS PER ASHRAE AND SMACNA GUIDELINES. 2. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDELINES. 3. PROVIDE NECESSARY TURNING VANES, SPLITTER DAMPERS, VOLUME EXTRACTORS AND OTHER FEATURES NEEDED FOR A SMOOTH AND CONTROLLED FLOW OF AIR. 4. LOCATIONS SHOWN OF HVAC EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY. VERIFY STRUCTURAL DETAILS AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OF THESE COMPONENTS. IF MORE SUPPORTS ARE NEEDED FOR HVAC EQUIPMENT, COORDINATE WITH THE ARCHITECT. 5. PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF PENETRATIONS, IF ANY, TO BE MADE AS PER LANDLORD SPECS. VERIFY DETAILS WITH LANDLORD. 6. PROVIDE AND INSTALL THERMOSTATS AT LOCATIONS AS DIRECTED BY THE ARCHITECT. 7. COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEILING DETAILS AND OTHER FEATURES SUCH AS LIGHTING FIXTURES ETC. THAT MAY AFFECT PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 8. PROVIDE APPROVED FIRE DAMPERS WITH ACCESS PANELS AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CEILINGS AS REQUIRED BY CODE. 9. INSULATE NECK, THROATS AND COLLARS OF SUPPLY OUTLETS ABOVE CEILING. 10. ALL ROOF PENETRATIONS MADE BY THE TENANT'S GENERAL CONTRACTOR MUST CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL BE SUBJECT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY INSTALLATION BY TENANT MUST BE PERFORMED BY LANDLORD'S APPROVED ROOFING CONTRACTOR, AND TENANT'S GENERAL CONTRACTOR SHALL PAY ALL SUCH COSTS. 11. TENANT'S GENERAL CONTRACTOR WILL BE REQUIRED TO PROVIDE TEMPORARY WEATHERPROOFING FOR ALL ROOF PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE THE FINAL PATCH. NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF ANY LANDLORD PROVIDED, OR EXISTING, OUTSIDE AIR INTAKES THROUGH ROOF, LANDLORD PROVIDED CHILLED/HOT WATER PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK, CONDENSATE LINE MAINS, ETC. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES. SEAL: t Is REFERENCE ONLY NOT APPROVED WITH THIS PER NP MECHANICAL, INC. CONSULTING ENGINEERS 1717 W. NORTHERN AVE. - SUITE 116 ys PHOENIX. ARIZONA 85021 • �" 11 PROJECT NO.14080 PLOT DATEi 7/14/2014 DATE: 7-11-2014 DRAWN BY: r41-1 G N� 18 2 <ti r OREGON 1p QFC 31 �7F C FILE NAME: PH 14-035-M2 PROJECT NUMBER: PH 14-035 Alck 4w Tp O r� pop cr � trY /- c: 45 Ln N pm Auk c: 1m=a o Ln x;00 pe�_ Lu----� tAV co Lf 1 m Q.. m a REVISIONS: SEAL: t Is REFERENCE ONLY NOT APPROVED WITH THIS PER NP MECHANICAL, INC. CONSULTING ENGINEERS 1717 W. NORTHERN AVE. - SUITE 116 ys PHOENIX. ARIZONA 85021 • �" 11 PROJECT NO.14080 PLOT DATEi 7/14/2014 DATE: 7-11-2014 DRAWN BY: r41-1 G N� 18 2 <ti r OREGON 1p QFC 31 �7F C FILE NAME: PH 14-035-M2 PROJECT NUMBER: PH 14-035 •- - ii T , ON i, .tTT1.� III •� 1/8- C.I. BEC WALL CLEANOUT DETAIL WALL MOUNTE LAVATORY (L) UNIGIN (TYP.) MAY EXTEND AS A WASTE OR VENT NO HUB COUPLING WALL PLUGGED TEE W/CLEANOUT FLOOR LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. ACCESS PANEL AS REQUIRED FOR IN WALL LOCATIONS. %i N OTE: INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. ift ❑i I CW FEED FROM VE CEILING GHT ANGLE SUPPLY STOP W/ LOCKSHIELD CAP. 1/2- WATER SUPPLY LINE f f SHUT-OFF VALVE I I TRAP PRIMER DEVICE f "PPP INC." #PR -500 OR EQUAL. f ( f i f 1/2" WATER SUPPLY PIPE -�- TO FLOOR DRAIN 1 /2" 1 /2" 3/4" . 1/2" EX. 3/4,.>),. "A Y 1/2" )1/2- LAV • 1/2- ; HWC 1 /2„ A WH TP IN 12"x12" ACCESS PANEL. ROUTE 1/2" CW LINE TO FD. 3- HOT & COLD WATER SCHEMATIC SCALE: NT' HWC WH NEW 3/4" CW LINE TO EXTEND & (BELOW LAV) CONNECT TO EXISTING MAIN 3/4" CW LAV LINE. FIELD VERIFY EXACT SIZE & POINT �•o OF CONNECTION. EXISTING 3/4" CW LINE W/ S.O.V. ABOVE CEILING. T T 1 NEW 4" WASTE LINE TO EXTEND & CONNECT TO EXISTING MAIN 4" WASTE LINE. FIELD VERIFY EXACT POINT OF ,L 'L CONNECTION & SIZE. EXISTING 4" WASTE LINE BELOW SLAB. j z PLUMBING PLAN 56ALE: 1/4" - P-0 PLUMBING FIXTURE SCHEDULE FIXTURE SPECIFICATIONS FIXTURE CONNECTIONS FIXTURE UNITS z DESCRIPTION MANUFACTURERACCESSORIES/ SHUT OFF VALVE (GATE) COLD HOT r CHECK VALVE QUANTITY WATER F.U. WASTE F.U. MARK DESCRIPTION AND FITTING i' - • • • - 2" WASTE VENT OF EACH TOTAL EACH — TOTAL TEMPERED WATER VERIFY EXACT POINT OF CONNECTION, MODEL NUMBER -D- REMARKS WATER WATER BUILDING SEWER FIXTURES "I�.. ,r 1-1 /2 Is, IN �i "J.R. SMITH" O SQUARE TOP W/ MEMBRANE i FLOOR SINK (F.S.) -R.D.L- I Q ROOF DRAIN (R.D.) -O.D.L.- OVERFLOW DRAIN LEADER I 1-1 /2"-•� I FD FLOOR DRAIN #2010 - FLASING CLAMP TRAP - - 3" 1-1/2" 1 - - 3 3 OLn, w - PRIMER CONNECTION -..`, V) m ch -2 00Ln cp 17" HIGH ELONGATED SIPHON REVISIONS: HANDICAPPED "AMERICAN STANDARD" FLUSH TANK JET BOWL, "OLSONITE" HWC WATER CLOSET #95SSCT OPEN FRONT SEAT 1/2" - 4" 2" 1 5 5 6 6 #2835.128 1.28 Hy/ S.S., SELF SUSTAINING CADET GPF EXTERNAL CHECK HINGE 5 k "CHICAGO" "AMERICAN FAUCET "TRUEBRO" HANDI LAV - LAVATORY STANDARD" GUARD2. 102E -Z, GRID LAV WALL HUNG #0124.024 "#802-317 4 CENTER SET STRAINER DRAIN WITH 1/2' 1/2" 2" 1-1/2" 1 2 2 1 1 0.5 GPM FLOW COMRADE " WITH 4 WRIST TAILPIECE, CHROME PLATED 20"X18" BLADES CAST BRASS P -TRAP W/ HANDLE CLEANOUT, ESCUTCHEON "PPP INC." - PROVIDE W/ ACCESS TP TRAP PRIMER #PRIME RITE - PANEL AND SHUT-OFF 1/2" - _ _ 1 PR -500 - VALVE 6 ABOVE FLOOR LEVEL OF FLOOR DRAIN. 0.5 GPM 0 897 RISE, 6500 W 240V/ 1 PHASE, WH INSTANTANEOUS "EEMAX" HEATING FACTORY PRESET TEMP. 1/2" - WATER HEATER #MT007240T ELEMENT 1057, ASSE 1070 APPROVED INTEGRATED MIXING VALVE NOTE: 1. PLUMBING CONTRACTOR SHALL VERIFY QUANTITY OF PLUMBING FIXTURES REQUIRED FROM THE PLUMBING PLANS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES SHOWN ON THE PLUMBING PLANS L TOTALS 7 10 WHETHER LISTED OR UNLISTED ON THE FIXTURE SCHEDULE. 1 /2" 1 /2" 3/4" . 1/2" EX. 3/4,.>),. "A Y 1/2" )1/2- LAV • 1/2- ; HWC 1 /2„ A WH TP IN 12"x12" ACCESS PANEL. ROUTE 1/2" CW LINE TO FD. 3- HOT & COLD WATER SCHEMATIC SCALE: NT' HWC WH NEW 3/4" CW LINE TO EXTEND & (BELOW LAV) CONNECT TO EXISTING MAIN 3/4" CW LAV LINE. FIELD VERIFY EXACT SIZE & POINT �•o OF CONNECTION. EXISTING 3/4" CW LINE W/ S.O.V. ABOVE CEILING. T T 1 NEW 4" WASTE LINE TO EXTEND & CONNECT TO EXISTING MAIN 4" WASTE LINE. FIELD VERIFY EXACT POINT OF ,L 'L CONNECTION & SIZE. EXISTING 4" WASTE LINE BELOW SLAB. j z PLUMBING PLAN 56ALE: 1/4" - P-0 EX. 4" -e 2" 0 WASTE & VENT SCHEMATIC SCALE: NT. WCO (TYPICAL) 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LANDLORD'S REQUIREMENTS; APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO -HUB PIPE. SUBSTITUTING "ABS-DWV" SCHEDULE 40 PIPE IS ACCEPTABLE PROVIDED IT IS CODE APPROVED FOR USE IN THE BUILDING AND APPROVED BY THE OWNER PRIOR TO INSTALLATION. VERIFY WITH THE ADMINISTRATIVE AUTHORITY BEFORE ANY PLUMBING WORK. 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT SERVICE FROM METER TO BUILDING. TYPE "L" HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K" SOFT COPPER SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT. 8. INSULATE HOT WATER LINES WITH 1/2" THICK "ARMAFLEX" INSULATION. 9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT, UNLESS OTHERWISE NOTED. 10 M BI NG SYMBOLS LS LIST PLUMBING O U 2„ DESCRIPTION SYMBOL DESCRIPTION SOIL WASTE LINE (W) SHUT OFF VALVE (GATE) ---- VENT LINE (V) r CHECK VALVE �oe' ' 1 —I F-- UNION - • • - I 2" VENT LINE. EXTEND & CONNECT TO i' - • • • - 2" EXISTING MAIN 2" VENT LINE SERVING HOSE BIBB (H.B.) -G- GAS LINE THE FORMER RESTROOM LOCATION. FIELD i -TW- TEMPERED WATER VERIFY EXACT POINT OF CONNECTION, i < �I -D- DRAIN LINE 0 F.C.O. 2"„� BUILDING SEWER -C+4- "I�.. ,r 1-1 /2 Is, IN �i FLOOR DRAIN (F.D.) O BALL VALVE i FLOOR SINK (F.S.) -R.D.L- I Q ROOF DRAIN (R.D.) -O.D.L.- OVERFLOW DRAIN LEADER I 1-1 /2"-•� I I -CD- CONDENSATE DRAIN LINE FD HWC WALL CLEANOUT -ICW- INDUSTRIAL COLD WATER 4" I ;75Z, 4” 4A w 4" 4" EX. 4" -e 2" 0 WASTE & VENT SCHEMATIC SCALE: NT. WCO (TYPICAL) 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LANDLORD'S REQUIREMENTS; APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO -HUB PIPE. SUBSTITUTING "ABS-DWV" SCHEDULE 40 PIPE IS ACCEPTABLE PROVIDED IT IS CODE APPROVED FOR USE IN THE BUILDING AND APPROVED BY THE OWNER PRIOR TO INSTALLATION. VERIFY WITH THE ADMINISTRATIVE AUTHORITY BEFORE ANY PLUMBING WORK. 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT SERVICE FROM METER TO BUILDING. TYPE "L" HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K" SOFT COPPER SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT. 8. INSULATE HOT WATER LINES WITH 1/2" THICK "ARMAFLEX" INSULATION. 9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT, UNLESS OTHERWISE NOTED. 10 M BI NG SYMBOLS LS LIST PLUMBING O U SYMBOL DESCRIPTION SYMBOL DESCRIPTION SOIL WASTE LINE (W) SHUT OFF VALVE (GATE) ---- VENT LINE (V) r CHECK VALVE • - COLD WATER (C.W.) —I F-- UNION - • • - HOT WATER (H.W.) -I LUBRICATED PLUG VALVE - • • • - HOT WATER RETURN -- 11 HOSE BIBB (H.B.) -G- GAS LINE --- BRANCH RISE OFF MAIN -TW- TEMPERED WATER 0 S.C.O. SURFACE CLEANOUT -D- DRAIN LINE 0 F.C.O. FLOOR CLEANOUT BUILDING SEWER -C+4- GLOBE VALVE �i FLOOR DRAIN (F.D.) O BALL VALVE ® FLOOR SINK (F.S.) -R.D.L- ROOF DRAIN LEADER Q ROOF DRAIN (R.D.) -O.D.L.- OVERFLOW DRAIN LEADER OQ OVER FLOW DRAIN -CD- CONDENSATE DRAIN LINE __q WCO WALL CLEANOUT -ICW- INDUSTRIAL COLD WATER e POINT OF CONNECTION 4A w NOTE: ONLY THOSE SYMBOLS SHOWN ON THE DRAWING APPLY NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF PLUMBING LINES AND FLOW DIRECTION. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT. NOTE: PIPE HANGERS SHALL NOT BE SUPPORTED FROM METAL ROOF DECK OR BASE BUILDING UTILITIES. z .4f, CL v) 7 F- z0 m Z J Z Cir 1110-1 -�1 N E 31, N O L V co + s � v r �C O �- r CL L v 0i v Ln M ch N N O N to 4J O M fn N >. 4A w z .4f, CL v) 7 F- z0 m Z J Z Cir 1110-1 -�1 � 31, P P��e\o n� rpm 0 rr� � v cr Ln w ' cn Oak pop OLn, w X00 -..`, V) m ch -2 00Ln cp REVISIONS: SEAL t IA REFERENCE ONLY NOT APPROVED WITH THIS PERMIT NP MECHANICAL, INC. CONSULTING ENGINEERS 1717 W. NORTHERN AVE. - SUITE 116 PHOENIX, ARIZONA 85021 • (602) 249-6311 PROJECT NO. 14080 PLOT DATEi 7/14/14 "4V'K18372 eF� OREGON `OGf� � 31, P P��e\o n� DATE: 7-11-2014 DRAWN BY: FILE NAME: PH 14 -035 -Pi PROJECT NUMBER: PH14-035 W 2 9 L Q Q Q TO T.T.B. 1 L-17 VIA r' TIMECLOCK .� E LECTRI CAL POWER PLAN SCALE: 1/4" = 1'-0" ADA NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER. THAN 48" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. L-19 VIA TIMECLOCK O E Z Q LSC W cl- V0 z W J W J to 0 Ln m cn m m N �=' N to CD e � .0 0 � 0 =m �m 0m Z CA N 0 N N t' O tD Ltd f A c- � V! F-- 0 MC cn o -C M r-w1N PCILn m cn 0 3: Ln IfY cn w> m Ln 0) u � G 00Ln cL.cn to a 0)Lni- a REVISIONS: SEAL: KEYED POWER PLAN N OTE S ALL DEVICES ARE TO BE WHITE WITH WHITE COVER PLATES UNLESS OTHERWISE NOTED 17 FOURPLEX OUTLET MOUNTED TO T.T.B. FOR SECURITY / POS TELEPHONE SYSTEM REFERENCE ONLY POWER. L.,;J DUPLEX CONVENIENCE OUTLET MOUNTED IN WALL AT +30" A.F.F. (UNLESS OTHERWISE 18 TELEPHONE AND DATA CONDUIT TERMINATION. G.C. TO INTERCEPT LANDLORD'S O tm w NOTED) WHITE WITH WHITE COVER PLATE. a CONDUIT STUB -UP IN SPACE FROM THE MALL TELEPHONE / DATA ROOM AND DUPLEX CONVENIENCE OUTLET MOUNTED IN WALL AT +18" A.F.F. (UNLESS OTHERWISE EXTEND TO TENANT'S T.T.B. LOCATION. PROVIDE NYLON BUSHING AT 0 NOTED) WHITE WITH WHITE COVER PLATE. TERMINATION POINT. . DUPLEX CONVENIENCE OUTLET MOUNTED IN SOFFIT AT SHOW WINDOW PER NEC lQy 19 NEW 7 -DAY ASTRONOMICAL TIME CLOCK, TORK "K401Z" OR EQUAL AND 20A REQUIREMENTS. ELECTRICALLY HELD LIGHTING CONTRACTORS, PROVIDE NUMBER OF POLES AS REQUIRED MOUNT ABOVE ELECTRICAL PANEL. SEE LIGHTING CONTROL WIRING DIAGRAM ON SHEET E2. 4 DUPLEX FLOOR MOUNTED CONVENIENCE OUTLET AT STOREFRONT. 20 SECURITY ALARM SYSTEM PANEL BY OWNER'S VENDOR MOUNTED TO T.T.B. 5 DUPLEX AND DATA PORT FLOOR MOUNTED FOR PORTABLE POS STATIONS. 21 DUPLEX G.F.I. OUTLET AT +42" 6 FLUSH 4S BOX ABOVE MANAGER'S DESK FOR SPEAKER WIRES. PROVIDE 1" CONDUIT STUBBED UP TO ACCESSIBLE CEILING SPACE WITH NYLON BUSHING. PROVIDE CONDUITS TO 22 DUPLEX AT +36" A.F.F. NEAR ELECTRICAL PANEL PER NEC REQUIREMENTS. SPEAKER LOCATIONS WHEN RUNNING LOW VOLTAFE WIRES THROUGH THE CEILING PLENUMN IN NOT ALLOWED BY CODE. (SPEAKER WIRES BY OWNER'S VENDOR) 23 PROVIDE 120V, 30A, 1P DISCONNECT WITH FUSE SIZED PER MANUFACTURE'S SPSECIFICATIONS. VERIFY EXACT LOCATION WITH GRILLE MANUFACTURER/INSTALLER. E.C. 7 DUPLEX G.F.I. PROTECTED OUTLET ADJACENT TO SINK MOUNTED AT +42" A.F.F. TO VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ROLL -UP GRILL MOTOR SUPPLIED. 8 PROVIDE J -BOX AND COMPLETE CONNECTION TO USE WATER. HEATER AT 12" A.F.F. VERIFY INFORM ARCHITECT AND/OR ENGINEER IF DISCREPANCIES ARE FOUND. EXACT LOCATION WITH PLUMBING TRADE PRIOR TO ROUGH -IN. PROVIDE BUCK -BOOST 24 J -BOX FOR FUTURE STOREFRONT SIGNAGE, VIA 7 DAY, 24 -HR TIME CLOCK. PROVIDE TRANSFORMER IF REQUIRED. DISCONNECTING MEANS AS REQUIRED BY N.E.C.. PLACE IN ACCESSIBLE SPOT IN CEILING(g j RUN ELECTRICAL CONDUITS UNDER EXISTING FLOOR SLAB. PENETRATE SLAB BY CORING OR SPACE ABOVE STOREFRONT. THE G.C. SHALL COORDINATE THE EXACT LOCATION AND `✓ SAWCUTTING (AS APPROPRIATE FOR TYPE OF SLAB) COORDINATE THIS WORK WITH THE DETAILS WITH THE SIGNAGE VENDOR. CENTER MANAGEMENT BEFORE PROCEEDING. ALWAYS RUN CONDUITS TO THE NEAREST 25 EXISTING VAV BOX, 1/2HP, 208V, 3PH WITH 5KW NEAT. RE -CIRCUIT AS SHOWN. ADJACENT WALL OR COLUMN ENCLOSURE THEN UP TO CEILING SPACE BEFORE COMPLETING RUN TO THE ELECTRICAL PANEL. PATCH AND REPAIR FLOOR SLAB AS REQUIRED BY THE 26 PROVIDE J -BOX AND COMPLETE CONNECTION TO DUCT SMOKE DETECTOR, INTERLOCK WITH LANDLORDS CRITERIA AFTER INSTALLATION. HVAC UNIT TO PROVIDE SYSTEM SHUTDOWN IF SMOKE IS DETECTED PROVIDE LOW VOLTAGE 10 FOURPLEX OUTLET AT 18" A.F.F. AT MANAGER'S DESK LOCATION. TRANSFORMER SIZED AS REQUIRED. VERIFY EXACT LOCATION AND COMPLETE REQUIREMENTS WITH MECHANICAL DRAWINGS. TIE-IN TO MALL'S FIRE ALARM SYSTEM AS REQUIRED. 11 RECESSED 2S BOX AT MANAGER'S DESK LOCATION FOR TELEPHONE DATA OUTLETS. RUN 3/4" CONDUIT TO T.T.B. PROVIDE NYLON BUSHING. (TELEPHONE / DATA CABLES BY 27 DUPLEX RECEPTACLE AT +12" A.F.F. FOR UNDERCOUNTER REFRIGERATOR. VERIFY EXACT OWNER'S VENDOR) LOCATION PRIOR TO ROUGH -IN. 28 FLOOR BOX WITH (1) QUADRUPLEX RECEPTACLE AND (2) COMBINATION TELEPHONE/DATA 12 FOURPLEX OUTLET MOUNTED IN CASEWORK FOR P.O.S. COMPUTER POWER. RUN POWER THROUGH CASEWORK IN N.E.C. APPROVED FLEXIBLE METAL CONDUIT OUTLET FOR POS STATIONS. VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. 29 DUPLEX RECEPTACLE FOR BEVERAGE COOLER. VERIFY EXACT MOUNTING HEIGHT AND 13 SURFACE MTD. 2S BOX IN CASEWORK FOR TELEPHONE DATA OUTLETS. LOW TELEPHONE / DATA CABLES TO RUN THROUGH CASEWORK TO FLOOR BOX OR WALL BOX DESIGNATED FOR LOCATION PRIOR TO ROUGH -IN. THIS FIXTURE (TELEPHONE / DATA CABLES BY OWNER'S VENDOR) 30 SECURITY CAMERA. RUN CABLES IN 3/4" CONDUIT TO SECURITY CAMERA PANEL (VERIFY 14 FLOOR MOUNTED ELECTRICAL BOX AT STUB -UP LOCATION FOR POWER OR TEL. / DATA LOCATION WITH TENANT). CABLES SHALL BE PROVIDED BY TENANT AND CONDUITS SHALL CABLES. BE PROVIDED BY G.C. 15 NEW ELECTRICAL PANEL 'L'. SEE ONE -LINE DIAGRAM ON SHEET E3. 16 NEW 4$" X 48" X 3/4" UNPAINTED SURFACE MOUNTED UNPAINTED PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B.) MOUNT BOTTOM AT 4' A.F.F. OR AS DIRECTED BY TENANT. PROVIDE MINIMUM SIZE OF #6 CU. GROUND ELECTRODE. L-19 VIA TIMECLOCK O E Z Q LSC W cl- V0 z W J W J to 0 Ln m cn m m N �=' N to CD e � .0 0 � 0 =m �m 0m Z CA N 0 N N t' O tD Ltd f A c- � V! F-- 0 MC cn o -C M r-w1N PCILn m cn 0 3: Ln IfY cn w> m Ln 0) u � G 00Ln cL.cn to a 0)Lni- a REVISIONS: SEAL: REFERENCE ONLY NOT APPROVED WITH THIS PERMIT— �o [t O tm w ... a N Q �� s,�3� Qv OOH don peen ■ consulting engineer 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Phone: 817-410-2858 Fax: 817-251-8411 DATE: 7-11-2014 DRAWN BY: FILE NAME: PH14-035-E1 I RO1ECr NUMBER: PH14-035 w ELECTRICAL LIGHTING PLAN SCALE: 1/4" 1'-0' LIGHTING CONTROL KEYED NOTES 7–DAY ASTRONOMICAL TIMECLOCK THAT ALLOWS FOR WEEKDAYS AND WEEKEND SETTINGS, AUTO ADJUST FOR DAYLIGHT SAVINGS AND LENGTH OF SUNLIGHT PER DAY. POLES SHALL OPERATE ON A DIFFERENT TIME SCHEDULE. UNIT SHALL HAVE CAPABILITY TO PREVENT LOSS OF PROGRAMMING DURING A POWER FAILURE. TORK MODEL NO. K401Z OR EQUAL 20 AMP, ELECTRICALLY HELD LIGHTING CONTRACTOR. PROVIDE NUMBER OF POLES AS REQUIRED, TIMECLOCK OVERRIDESWITCH WITH 2 HOUR MAXIMUM TIME SETTING. TRACK CURRENT LIMITER SUB -PANEL JUNO "CLS6M" Breaker Line Circuit Limit Rating (Amps.) L-3 5 2 L-6 5 3 L-7 7 4 L-9 5 5 SPACE noo 6 SPACI: DATE: JCHANNEL I "L-10" IF 0- SHOW WINDOW JUNO CURRENT LIMITING SUB–PANEL "CLS6M" NOTE, ROUTE ALL TRACK LIGHTING. CIRCUITS FROM BREAKER PANEL "L" TO "CLS" LANDING EACH TRACK CIRCUIT ON THE INPUT SIDE OF THE SUPPLEMENTARY BREAKER. SALES LIGHTING SWITCH BANK[ _j _j _j _j d e f g NOTES: ALL MANUALLY OPERATED SWITCHING DEVICES MUST BE LOCATED SO THAT THE PERSONNEL CAN SEE THE CONTROLLED AREA WHEN OPERATING THE SWITCH(ES). WHEN NOT LOCATED WITHIN VIEW OF THE LIGHTS OR AREAS, THE SWITCH SHALL BE ANNUNCIATED TO INDICATE THE STATUS OF THE LIGHTS (ON OR OFF). PROVIDE PERMANENT LABEL WHICH LIGHTS ARE BEING CONTROLLED BY THE SWITCHES. ADA NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44* FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. KEYED LIGHTING PLAN NOTES O ILLUMINATED EXIT SIGN WITH SELF–CONTAINED BATTERY BACK–UP (90 MINUTES MINIMUM). CONNECT AHEAD OF ANY SWITCHING DEVICES (UNSWITCHED). EMERGENCY LIGHT WITH SELF–CONTAINED BATTERY BACK–UP (90 MINUTES MINIMUM). CONNECT AHEAD OF ANY SWITCHING DEVICES (UNSWITCHED). O NIGHT LIGHT (NL). CONNECT AHEAD OF ANY SWITCHING DEVICES (UNSWITCHED). SALES LIGHTING SWITCHBANK. SEE DETAILS THIS SHEET. AUTOMATIC LIGHTING CONTROL DIAGRAM L N 120 VOLT CONTROL CIRCUIT "L-28" TC NOT APPROVED WITH THIS PERMIT Uj C: CL ICHANNEL 11 STOREFRONT 1 1 C1 0 SIGNAGE CHANNEL SIGNAGE noo . 1F 0- STOREFRONT LTS DATE: JCHANNEL I "L-10" IF 0- SHOW WINDOW SHOW WINDOW SPARE F 0- SIGNAGE DRAVVN W. "L-19'!--­lF SIGNAGE Ln FILE NAME: STOREFRONT LTS r cn A m BP2 SWITCH Cr m 0 PC23 LA to 3 C2 SALES TRACK_ 0 don penn m consulting engineer Fax: 817-251-8411 "L -5"—-l TRACK (SALES) Ln 0 "L-7" TRACK (SALES) C�l TRACK (SALES) fn BP3 SPARE ®��� � .......... (TYP.) 3 ter: 3 SWITCH Cr Ln tW to $C3' Ln V_ P= ,Z– 1W C3 BACK OF HOUSE, li3 SALES "L -11"—d SALES BACK OF HOUSE 0 En 3: SPARE 0 SPARE SALES LIGHTING SWITCH BANK[ _j _j _j _j d e f g NOTES: ALL MANUALLY OPERATED SWITCHING DEVICES MUST BE LOCATED SO THAT THE PERSONNEL CAN SEE THE CONTROLLED AREA WHEN OPERATING THE SWITCH(ES). WHEN NOT LOCATED WITHIN VIEW OF THE LIGHTS OR AREAS, THE SWITCH SHALL BE ANNUNCIATED TO INDICATE THE STATUS OF THE LIGHTS (ON OR OFF). PROVIDE PERMANENT LABEL WHICH LIGHTS ARE BEING CONTROLLED BY THE SWITCHES. ADA NOTES LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44* FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. KEYED LIGHTING PLAN NOTES O ILLUMINATED EXIT SIGN WITH SELF–CONTAINED BATTERY BACK–UP (90 MINUTES MINIMUM). CONNECT AHEAD OF ANY SWITCHING DEVICES (UNSWITCHED). EMERGENCY LIGHT WITH SELF–CONTAINED BATTERY BACK–UP (90 MINUTES MINIMUM). CONNECT AHEAD OF ANY SWITCHING DEVICES (UNSWITCHED). O NIGHT LIGHT (NL). CONNECT AHEAD OF ANY SWITCHING DEVICES (UNSWITCHED). SALES LIGHTING SWITCHBANK. SEE DETAILS THIS SHEET. REVISIONS: SEAL - REFERENCE ONLY N 0 0 U Ln 6 00 NOT APPROVED WITH THIS PERMIT Uj C: CL 0 0 < T 0 noo . DATE: 7-11-2014 DRAVVN W. Ln FILE NAME: m r cn A m PH 14035-E2 PROJECT NUMBER: r-4 Cr m 0 LA to 0 don penn m consulting engineer Fax: 817-251-8411 E Ln 0 C�l fn fn A ®��� � 0 TN 3 ter: r.4 Cr Ln tW to Ln V_ REVISIONS: SEAL - REFERENCE ONLY NOT APPROVED WITH THIS PERMIT Uj z CL 0 0 T � . DATE: 7-11-2014 DRAVVN W. FILE NAME: r 635 Westport Parkway Suite 300 PH 14035-E2 PROJECT NUMBER: Grapevine, Texas 76051 Cr Phone: 817-410-2M don penn m consulting engineer Fax: 817-251-8411 LU X: 0 MCI 45 cn C) fn r-w"l Cr Ln P= li3 C31 0 En 3: Ln a 0 G = Cn LU 00 Ln CL.cn Ch V) 1 - REVISIONS: SEAL - REFERENCE ONLY NOT APPROVED WITH THIS PERMIT Uj z CL 0 0 W < DATE: 7-11-2014 DRAVVN W. FILE NAME: r 635 Westport Parkway Suite 300 PH 14035-E2 PROJECT NUMBER: Grapevine, Texas 76051 PH14-035 Phone: 817-410-2M don penn m consulting engineer Fax: 817-251-8411 LU X: 4A i GENERAL ELECTRICAL NOTES CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE IS TO PERFORM HIS WORK. NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY. INFORMATION SHOWN ON PLANS AS EXISTING SHALL BE FIELD VERIFIED BY ELECTRICAL CONTRACTOR. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION PRIOR TO STARTING WORK. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE STATE OF OREGON 2011 ELECTRICAL SPECIALTY CODE AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. VERIFY EXACT LOCATION, MOUNTING HEIGHT AND ALL ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT PROVIDED BY OTHERS INCLU- DING BUT NOT LIMITED TO HVAC, WATER HEATERS, GENERATORS, ETC. CONTRACTOR SHALL COMPARE NAMEPLATE RATINGS OF EQUIPMENT SUPPLIED WITH THE REQUIREMENTS NOTED ON THESE DRAWINGS AND ADVISE ENGINEER OF ANY DISCREPANCY PRIOR TO ROUGH -IN AND WIRING OF EQUIPMENT. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED. ADDITIONAL FIXTURES SHALL BE LOCATED AS DIRECTED BY THE LOCAL BUILDING INSPECTOR OR ARCHITECT. DUPLEX RECEPTACLES MOUNTED WITHIN 6 FEET OF SINK OR LAVATORY SHALL BE GFCI. NEW PANELBOARD(S) SHALL BE BOLT -ON TYPE CIRCUIT BREAKER PANEL, TO MATCH EXISTING PANELBOARDS IN THE PREMISES AS TO MANUFACTURER AND TYPE. THE GROUNDING SYSTEM WITHIN THE PREMISES SHALL BE CONTINUOUS FROM THE SYSTEM GROUND BUSS IN THE LANDLORD'S ELECTRICAL ROOM. WHERE NEW TRANSFORMERS ARE INSTALLED THE TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C. REQUIREMENTS FOR A SEPARATELY DERIVED SYSTEM. ALL WIRING METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES IN COMPLIANCE WITH LANDLORDS REQUIREMENTS. ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT. EMT SHALL BE USED WHERE EXPOSED. -CONDUCTOR SHALL BE COPPER WITH TWHN/THHN INSULATION. ROMEX AND BX CABLES ARE NOT ALLOWED. MC SHALL BE ALLOWED WHERE APPROVED BY LANDLORD AND LOCAL AHJ AND WHERE NOT IN PUBLIC VIEW OR EXPOSED. LAYOUT BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS FOR MAXIMUM ECONOMY AND EFFICIENCY. INCREASE WIRE SIZE IF VOLTAGE DROP EXCEEDS 3% OR 100 FEET OF LENGTH. TENANT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ACCURACY OF ELECTRICAL SERVICE AS SHOWN ON THE ONE -LINE DIAGRAM AS WELL AS COORDINATION WITH LOCAL POWER COMPANY. TENANT ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTING EQUIPMENT AS SHOWN ON DESIGN DRAWINGS AND ARE IN GOOD WORKING CONDITION PRIOR TO RE -USING. IF EXISTING CONDITIONS ARE NOT AS SHOWN OR ARE NOT IN GOOD WORKING CONDITION, CONTRACTOR SHALL PROVIDE EQUIPMENT, CONDUIT AND/OR WIRE AS INDICATED TO PROVIDE A "LIKE -NEW" AND CODE COMPLIANT INSTALLATION. CONTRACTOR IS . RESPONSIBLE FOR RELOCATING ANY EXISTING ITEMS BEING REUSED. ANY EXISTING EQUIPMENT, CONDUIT OR WIRE NOT BEING REUSED SHALL BE REMOVED BY THIS - CONTRACTOR. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN EXISTING ELECTRICAL PRIOR TO INSTALLATION OF NEW ELECTRICAL EQUIPMENT. ALL ELECTRICAL" EQUIPMENT SHALL BE ADJUSTED AND TESTED FOR PROPER OPERATION. COMPLETED WIRING SYSTEM SHALL BE FREE FROM SHORT CIRCUIT. ALL PANELBOARDS, SWITCHBOARDS AND LINE VOLTAGE CONTROL EQUIPMENT SHALL BE FIELD MARKED TO WARN QUALIFIED PERSON OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSON BEFORE EXAMINATION, ADJUSTING, SERVICING OR MAINTENANCE OF EQUIPMENT. MARKING SHALL BE SELF ADHESIVE, COMMERCIAL LABEL CONFORMING TO N.E.C. 110.16 A.N.S.I. Z535.4 AS MANUFACTURED BY IDEAL OR APPROVED EQUAL. EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. THE IDENTIFICATION SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. THE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF PANELBOARDS AND LOCATED AT EACH SWITCH ON A SWITCHBOARD. PROVIDE WITH NUMBER OF POLES INDICATED OR SPECIFIED. CONTRACTOR SHALL BE FURNISHED WITH NEMA 1, SURFACE MOUNTED ENCLOSURES UNLESS CALLED FOR OTHERWISE ON DRAWINGS. EACH CONTRACTOR SHALL BE PROVIDED WITH ENGRAVED LAMINATED PLASTIC NAMEPLATE WITH BLACK BACKGROUND AND 1"/4" WHITE LETTERS TO DESIGNATE USE OF CONTRACTOR. INFORMATION SHOWN ON ONE -LINE DIAGRAM IS BASED ON RECORD DRAWINGS AND/OR LANDLORD INFORMATION. ELECTRICAL CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING ELECTRICAL CONDITIONS PRIOR TO SUBMITTING BID. BID SHALL INCLUDE ALL COST REQUIRED TO MODIFY EXISTING SYSTEM AS REQUIRED TO ACCOMMODATE NEW WORK. ELECTRICAL CONTRACTOR SHALL MAKE ALL. FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. FIRE ALARM NOTE 1. ELECTRICAL CONTRACTOR SHALL CONFIRM COMPLETE FIRE ALARM SYSTEM REQUIREMENTS WITH FIRE MARSHALL OR ANY LOCAL AGENCIES HAVING JURISDICTIONS. A COMPLETE OPERATIONAL AND APPROVED FIRE ALARM SYSTEM FOR THIS PROJECT IS DEEMED PART OF THE ELEC. CONTRACTOR'S CONTRACT. THIS SYSTEM SHALL BE COMPATIBLE WITH THE MALL FIRE ALARM SYSTEM. 2. REUSE ALL EXISTING FIRE ALARM COMPONENTS AND DEVICES WHERE FEASIBLE. OTHERWISE, PROVIDE NEW AS REQUIRED. MATCH EXISTING FIRE ALARM MAKE AND MADE. REUSE OF EXISTING FIRE ALARM SYSTEM IS SUBJECT TO THE APPROVAL OF LANDLORD'S AND BLDG. INSPECTOR. 3. ALL CONNECTIONS AND/OR MODIFICATIONS TO LANDLORD'S FIRE ALARM SYSTEM ARE TO BE COMPLETED BY LANDLORD'S AUTHORIZED CONTRACTOR AT TENANT EXPENSE. CONTACT MALL MANAGEMENT FOR DETAILS. I.ELECTRICAL SYMBOLS (NOT ALL SYMBOLS SHOWN MAY BE USED) 0 DUPLEX CONVENIENCE OUTLET @ +18" A.F.F. U.N.O. 120 1 208 VOLTS 3 PHASE 1 _4 WIRE DDUPLEX CONVENIENCE OUTLET, SPLIT WIRED, 0 +18" NOTEUSEAND/ SIZE A.F.F. U.N.O. C / S DUPLEX CONVENIENCE OUTLET @ +42" A.F.F. U.N.O. LOADS Ph A Ph B IPh C FOURPLEX RECEPTACLE a FLOOR OUTLET WIRENOTE SIZE SPECIAL OUTLET, VERIFY NEMA CONFIGURATION WITH 4 EQUIPMENT ROLL -UP GRILLE JUNCTION BOX, IN ACCESSIBLE LOCATION 1 JUNCTION BOX IN ACCESSIBLE LOCATION .WITH 2 FLEXIBLE CONDUIT CONNECTION TO LIGHTING RECEPT - P.O.S. FIXTURE OR EQUIPMENT AS NOTED 3 TELEPHONE OUTLET (WITH 3/4" C. STUBBED ABOVE -A.F.F. 1,2, CEILING U.N.O.) ® +18" QTELEPHONE OUTLET, FLOOR MOUNTED (STUB 3/4" 3 E.C. ABOVE ACCESSIBLE CEILING 2011 DATA OUTLET AT +18" OR AS NOTED. STUB 3/4" E.C. 12 INTO ACCESSIBLE CEILING SPACE. --_-_-- INDICATES CIRCUIT IN CONDUIT CONCEALED IN OR 12 UNDER FLOOR CONSTRUCTION OR BELOW GRADE 2011 INDICATES CIRCUIT IN CONDUIT CONCEALED IN WALL EL OR CEILING SPACE RECEPT - P.O.S. RECEPT - PORTABLE P.O.S. STATION INDICATES HOMERUN TO PANELBOARD OR AS NOTED. HASH MARKS INDICATE NUMBER OF CONDUCTORS. 3 3 NO HASH MARKS INDICATES 2 #12 AWG, 1 #12 BOND, 6 1/2" CONDUIT 12 PANELBOARD 20/1 DISCONNECT SWITCH - SIZE AND FUSES PER MANUFACTURER'S RECOMMENDATIONS (WEATHER- � 600 360 7 0 PROOF WHERE OUTSIDE). (51 THERMOSTAT OUTLET, +48" A.F.F. WITH 4S BOX AND 12 PLASTER RING. ,/0/ MOTOR - SIZE AS INDICATED IN DRAWINGS 10 SINGLE POLE SWITCH RECEPT - SHOW WINDOW H.P. RATED MANUAL MOTOR STARTER WITH THERMAL 2,5 OVERLOAD PROTECTION. (WEATHERPROOF WHERE 1 208 OUTSIDE) so SMOKE DETECTOR (MATCH EXISTING) as DUCT SMOKE DETECTOR (MATCH EXISTING) TC 11MECLOCK INTERMATIC, ET1725C A.F.F. ABOVE FINISHED FLOOR A.D.A. AMERICAN WITH DISABILITIES ACT C. CONDUIT C/B CIRCUIT BREAKER E.C. EMPTY CONDUIT WITH PULL CORD. E.D.F. ELECTRICAL DRINKING FOUNTAIN (VERIFY ROUGH -IN RECEPT - SALES AREA (FLOOR) REQUIREMENTS) EF EXHAUST FAN F.B.O. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL LTS - NL/EM/EX1T CONTRACTOR GFI GROUND FAULT INTERRUPTER GFCI GROUND FAULT CIRCUIT -INTERRUPTER GND GROUND ISO ISOLATED IG ISOLATED GROUND NL NIGHT LIGHT REC RECEPTACLE S.E.S. SERVICE ENTRANCE SECTION T.M.B. TELEPHONE MOUNTING BOARD. 4'Wx8'Hx3/4"D 18 PLYWOOD WITH #6 CU. GROUND WIRE TO APPROVED 12 GROUND. T.T.C. TELEPHONE TERMINAL CABINET. 30"Wx36"Hx6"D 1500 20 300 360 16 GA. WEATHERPROOF E/W HINGED LOCKABLE 2011 COVER 5/8" PLYWOOD BACKBOARD, PROVIDE 12 A #6 CU. GROUND WIRE TO APPROVED BUILDING GROUND. U.N.O. UNLESS NOTED OTHERWISE U/C UNDER COUNTER WH WATER HEATER WP WEATHERPROOF (RAINTIGHT) XFMR TRANSFORMER PANEL SCHEDULE - 65-IOKMC SERIES RATED PANELBOARD SCHEDULE10,000 ALC.BREAMRMINIMUM 120 1 208 VOLTS 3 PHASE 1 _4 WIRE SURFACE MOUNTED 225A MLO MAINS BOLT -ON TYPE NOTEUSEAND/ SIZE ORAREA SERV® C / S C NO LOADS Ph A Ph B IPh C CKT NO C / S USEAND / ORAREA SERVED WIRENOTE SIZE FAULT 4 12 ROLL -UP GRILLE 2011 1 200 1020 600 720 72— 2 2011 RECEPT - P.O.S. 12 3 CIn 1,2, 12 LTS - STOREFRONT 2011 3 4 2011 RECEPT - P.O.S. 12 3 FACTOR 1,2, 12 LTS - SALES (TRACK) 2011 5 EL 2011 20/1 RECEPT - P.O.S. RECEPT - PORTABLE P.O.S. STATION 12 12 3 3 6 1,2, 12 LTS - SALES (TRACK) 20/1 7 � 600 360 7 0 8 112' 12 LTS - SALES (TRACK} 2011 9 10 2011 RECEPT - SHOW WINDOW 12 2,5 65,000 1 208 12 LTS - SALES (PENDANT/DOWNLIGHT) 2011 11 15082 2011 RECEPT-SHOW WINDOW 12 2,5 T —PANEL '12 12 1,2, -9 12 1 LTS -BACK OF HOUSE REST ROOM 2011 13540 4 1 �0 fl 14 20/1 RECEPT - SALES AREA (FLOOR) 12 SERIES RATING NOTES: 1,3. 12 LTS - NL/EM/EX1T 2011 15 16 2011 RECEPT - SALES AREA (WALL) 12 "CAUTION - SERIES RATED 65,000 110,000 SYSTEM. oma. ** SHORT CIRCUIT AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." 12 STOREFRONT SIGNAGE 20/1 17 " DENOTES CALCULATED FAULT AFC2 ABOVE. 2011 SPARE 18 112, 12 STOREFRONT SIGNAGE 2011 19 1500 20 300 360 20 2011 RECEPT - BACK OF HOUSE 12 112- 12 LTS - STOREFRONT 2011 21 2011 RECEPT - T.T.B. 12 SPARE 2011 23 2011 2011 RECEPT - MGR'S. DESK RECEPT - MGR'S. DESK 12 12 24 26 SPARE 2011 25 60 200 0 SPARE 2011 27 28 2011 TIMECLOCKICONTACTOR 12 3 SPARE 2011 29 2011 SPARE DUCT SMOKE DETECTOR 12 3 -3-0]20/1 32 3 12 SECURITY ALARM SYSTEM PANEL 20/1 31 200 200 750 308 SPARE 2011 33 2011 RECEPT- U/C REFRIGERATOR 12 SPARE 2011 35 2011 RECEPT- BEVERAGE COOLER 12 36 12 RECEPT - SALES AREA (WALL) 20/1 371Q58 3250 3250 9 5 38 3013 EXIST. VAV BOX 10 4 8 WATER HEATER 40/2 391 " 112HP WITH 5KW HEAT 10 4 8 6.51(W 41 " ,. 10 42 TOTAL LOAD PER PHASE 10243 10383 109801 10980 VA 1 120 V = 92 AMPS NOTE: PROVIDE A TWO/THREE SINGLE POLE CIRCUIT BREAKERS WITH AN IDENTIFIED HANDLE TIE OR TWO/THREE POLE CIRCUIT BREAKER TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF EACH MULTIWIRE BRANCH CIRCUIT AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES AS REQUIRED BY NEC 210.4. PANEL SCHEDULE NOTES PANELBOARD SCHEDULE NOTES: I - CONTINUOUS LOAD OR LARGEST MOTOR TAKEN AT 125%. 5 - THRU LIGHTING CONTACTORS 2 - THRU 24/7 TIMECLOCK 3 - CIRCUIT BREAKER WITH LOCK -ON DEVICE 4 - CIRCUIT BREAKER CAPABLE OF BEING LOCKED IN THE OPEN POSITION LOAD CALCULATIONS LOAD CALCULATIONS LIGHTS at 1250/6 4,483 VA SIGN at 125°/■ 3,000 VA OUTLETS, MISC. POWER (IST 1OKVA at 1001/6) 10,000 VA REMAINDER at 50% 279 VA WATER HEATER -at 100% 6,500 VA HVAC: EXIST. VAV BOX WITH 5KW HEAT at. IOf 5,865 VA LARGEST MOTOR at 25% 216 VA DUCT SMOKE DETECTOR at 100% 200 VA TOTAL DEMAND LOAD 30,543 VA TOTAL AMPS AT 208V, 3Ph, 4W 85 AMPS ONE -LINE DIAGRAM NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. 2. PROVIDE ENGRAVED NAMEPLATES ON EACH SERVICE, PANEL, TRANSFORMER, DISCONNECT SWITCH, MOTOR STARTER," ETC. 3. PROVIDE LISTING OF ALL BREAKERS & LOADS, CLEARLY TYPED AND PERMANENTLY ATTACHED INSIDE THE DOOR OF EACH PANELBOARD. 4. ALL WORK IN LANDLORD'S DISTRIBUTION SECTION SHALL BE PERFORMED BY LANDLORD'S CONTRACTOR AT TENANT EXPENSE. 5. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY TENANT CRITERIA MANUAL AND N.E.C. 6. TENANT'S EQUIPMENT IN THE MALL ELECTRIC ROOM MUST BE CLEARLY IDENTIFIED WITH TENANT'S NAME AND SPACE NUMBER. FAULT CURRENT CALCULATIONS HREE PHASE I ir-UT CIVTI IDE Cr'umi II C N E V In 00 CU-MAG=1 o CL �� qua � 17 CC Q w C 40 �i MARK FAULT POINT OF FAULT @ UNE CU-NMAG=2 WIRE WIRE NO OF "C" "f' "m" CALCULATED CIn ORIGIN CALCULATED ORIGIN VOLTS AL -MAG --3 LENGTH SIZE SETS VALUE FACTOR FACTOR FAULT V1 Cr FAULT AFC1 EL AL-NMAG=4 L N � M AFC2 ** Z �In 45 m AL -NM SER --6F1 DIST. SWBD. PANEL'L' 65,000 1 208 1 80 4/0 1 15082 1 2.87 1 0.26 1 16,806' F2 T —PANEL '12 1 TIMECLOCK 1 16,806 1 120 1 6 1 12 1 617 1 2.36- 1 0.30 1 5,008 SERIES RATING NOTES: 1. PROVIDE ENGRAVED NAMEPLATES TO COMPLY WITH NEC -110-22 AS FOLLOWS A- NAMEPLA'T'E AT SERVICE SHALL READ: "CAUTION SERIES RATED SYSTEM: 65,000 AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS. REQUIRED." B. NAMEPLATE AT EACH DOWNSTREAM PANEL 'HA' TO READ: FOR TWO TIERED SERIES RATED SYSTEMS: CL "CAUTION - SERIES RATED 65,000 110,000 SYSTEM. oma. ** SHORT CIRCUIT AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." 0) 2. NO DESIGN CHANGES MAY BE MADE TO THE SYSTEMS WITHOUT PRIOR APPROVAL FROM THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL INSPECTOR. REVISIONS: " DENOTES CALCULATED FAULT AFC2 ABOVE. NOTE: REFER TO PANELBOARD SCHEDULES FOR PANEL RATING. K I ir-UT CIVTI IDE Cr'umi II C ONE LINE DIArRAM 1120/208V, EXIST. LANDLORD DISTRIBUTION SWITCHBOARD 3PH, 4W --__----------r---------------. M PROVIDE NEW METER PROVIDE NEW 200A, 3P DISC. SWITCH W/ (3) 200A FUSES. MATCH EXISTING MAKE, MODEL, TYPE, ETC. LANDLORD SPACE TENANT SPACE NEW 4 #4/0 CU., 1 #4 CU. GND., IN 2-1/2-C. NUMBER OF CONDUITS AS REQUIRED. F1 C3 C2 C1 TC 24/7 TIMECLOCK. TO TRACK CURRENT F2 SEE LIGHTING CONTROL LIGHTING LIMITING WIRING DIAGRAM ON SHEET LOADS SUB- E2. PANEL 'CLS' " „ MINIMUM 6 FEET PANEL L %RE LENGTH (NEW) IMPORTANT NOTE: E.C. TO VERIFY EXACT FEEDER LENGTH AND ROUTE IN FIELD PRIOR TO BID. E.C. TO VERIFY EXACT DISTRIBUTION SWITCHBOARD SERVING THIS SPACE WITH MALL REPRESENTATIVE. W Ln Z W _3 • J I Ln WW Z~'0 O0Uj= --j U Q C N V G ,6 R g " 0 U J Q LLJ CL.. W 0 Ln I I I A I� ® 0 m a m N E V In 00 c o CL �� qua � 17 CC Q w C 40 �i p fl- � W W CIn PCq M co (n tU � Ask V1 Cr E t% � M p M Z �In 45 m f) W Ln Z W _3 • J I Ln WW Z~'0 O0Uj= --j U Q C N V G ,6 R g " 0 U J Q LLJ CL.. W 0 Ln I I I A I� ® 0 m a m REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Im Phone: 817.410-2858 don penn ■ consulting engineer Fax: 817-251-8411 SEAL: ?- o CL �� qua � 17 CC Q w C 40 p � W PCq Ask Cr 45 m f) N A P" al3:m0 G 00 Ln CL oma. 0) V) REVISIONS: REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 635 Westport Parkway Suite 300 Grapevine, Texas 76051 Im Phone: 817.410-2858 don penn ■ consulting engineer Fax: 817-251-8411 SEAL: ?- o CL �� qua � 17 CC Q w C 40 V W DATE: 7-11-2014 DRAWN BY: FILE NAME: PH14-035-E3 PROIECr NUMBER: PH14-035 V) ot ABBREVIATIONS ABBREVI NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE PERIODS, BUT SHALL BE READ AS SAME. A.B. ANCHOR BOLT A.B.C. AGGREGATE BASE COURSE ACI AMERICAN CONCRETE INSTITUTE A/C AIR CONDITIONER / D TIONER A.F.F. ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AIS€ AMERICAN IRON AND STEEL INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALT, ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION ARCH'L ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY A.W.T.S. AUTOMATIC WELDED THREADED STUDS BM BEAM B.F.F BELOW FINISHED FLOOR BLK BLOCK B.O.B. BOTTOM OF BEAM B.O.D. BOTTOM OF DECK B.O.F. BOTTOM OF FOOTING BRG BEARING C CAMBER C.C. CENTERLINE TO CENTERLINE LI E CFS COLD FORMED STEEL C.G. CENTER OF GRAVITY C.I.P. CAST IN PLACE C.L. CENTERLINE C.L.B. CENTERLINE OF BEAM C.L.C. CENTERLINE OF COLUMN C.L.F. CENTERLINE OF FOOTING C.L.W. CENTERLINE OF WALL CLR CLEAR CONC CONCRETE CONC C.J. CONCRETE CONTROL JOINT CONC S.J. CONCRETE SAWCUT JOINT C.M.U. CONCRETE MASONRY UNIT CONN CONNECTION CONT CONTINUOUS CRSI CONCRETE REINFORCING STEEL INSTITUTE D.F. D.F.L DOUGLAS FIR LARCH DL DEAD LOAD DIA DIAMETER DN DOWN DWG(S) DRAWING(S) E.C. END TO CENTERLINE E.E.E ND TO END E.O.S. O EDGE F SLAB D EQ EQUAL UAL EQUIP EQUIPMENT EXP. BOLT(E.B.) —EXPANSION BOLT EXP. JT (E.J.) EXPANSION JOINT E.w. E ACH WAY F.F. FINISHED FLOOR F.O.M. FACE OF MEMBER F.O.S. FACE OF STEEL F.O.W. FACE OF WALL GA GAGE (UNIT OF MEASUREMENT) GALV GALVANIZED G.S.N. GENERAL STRUCTURAL NOTES GLB (GLULAM) GLUED -LAMINATED BEAM H.F. HEM FIR HORIZ HORIZONTAL REINFORCING H.S. HEADED STUDS IBC INTERNATIONAL BUILDING CODE ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE.COUNCIL ICF INSULATED CONCRETE FORMS I.F.W. INSIDE FACE OF WALL I.O.D. INTERPRETATION OF DRAWINGS JST JOIST K(KIP) 1000 POUNDS KLF KIPS PER LINEAR FOOT LBS (#) POUNDS LGR LEDGER LGS LIGHT GAGE STEEL LGSEA LIGHT GAGE STEEL ENGINEERS ASSOCIATION L.O.D. LOCATION OF DETAILS LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAS C.J. MASONRY CONTROL JOINT MAX MAXIMUM MBMA METAL BUILDING MANUFACTURERS ASSOCIATION MECH L MECHANICAL MFR'D MANUFACTURED MFR('S) MANUFACTURER('S) MIN MINIMUM N/A NOT APPLICABLE N.T.S. NOT TO SCALE O.C. ON CENTER O.F.W. OUTSIDE FACE OF WALL O P P OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE P.C. PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT f PLUS OR MINUS PREFAB PREFABRICATED PST= POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST -TENSIONED PTI POST -TENSIONING INSTITUTE REINF REINFORCING SDI STEEL DECK INSTITUTE SLH SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SJI STEEL JOIST INSTITUTE SIM SIMILAR SQ. SQUARE SSMA STEEL STUD MANUFACTURERS ASSOCIATION STD STANDARD STL STEEL TL TOTAL LOAD T.O.B. TOP OF BEAM T.O.C.T. TOP OF CONCRETE TOPPING T.O.D. TOP OF DECK T.O.F. TOP OF FOOTING T.O.L. TOP OF LEDGER T.Q.M. TOP OF MASONRY T.O.P. TOP OF PLATE T.O.P.C. TOP OF PRECAST CONCRETE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TPI TRUSS PLATE INSTITUTE TYP TYPICAL T&G TONGUE AND GROOVE UBC UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL REINFORCING WCLA WEST COAST LUMBER ASSOCIATION WCUB WEST COAST LUMBER INSPECTION BUREAU W.W.F. WELDED WIRE FABRIC WWPA WESTERN WOOD PRODUCTS ASSOCIATION W/ WITH W/C WATER TO CEMENT RATIO W/0 WITHOUT GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED OTHERWISE ON DRAWINGS) BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE. IMTiI_� SOFFIT: DEAD LOAD = 10 PSF. STRUCTURAL STEEL: ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy - 36 KSI). UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL EXPANSIVE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER RAMSET/REDHEAD 'TRUBOLT' WEDGE ANCHOR (ICBO ER. 1372) OR APPROVED EQUIVALENT. ALL EPDXY ANCHORAGE FOR CONCRETE OR MASONRY � SHALL BE PER SIMPSON SET' SYSTEM WITH DUAL SIDE BY SIDE CARTRIDGES (ICBO ER. 5279) OR APPROVED EQUIVALENT. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION UNLESS NOTED OTHERWISE. WELDING UNLESS NOTED OTHERWISE, ALL WELDS PER LATEST EDITION OF THE AWS STANDARDS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL' ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI R COLD FORME MEMBERS SHALL AND IC80 ER N0. 4943P OR APPROVED EQUIVALENT.STEEL FOR D Sl 43 THICKNESS D LESS AND MINIMUM YIELD HAVE A MINIMUM YIELD STRENGTH OF 33 K FOR MIL TH AN M STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. WHERE WELDING IS SHOWN ON DRAWINGS IT SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF MEMBERS WITHOUT EXPRESSED APPROVAL OF.THE ENGINEER OF RECORD. COLDFORM TRACKS, AND LEDGERS BOLTED TO OTHER MATERIALS SHALL BE INSTALLED WITH MINIMUM 1/4" X 3" X 3" PLATE WASHERS. SCREWED COLO FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE HEX HEAD 'GRABBER" SELF -DRILLING SCREWS PER ICBO ER -5280, OR ICSO APPROVED EQUIVALENT. S EQ UIV CREW SIZE SHALL BE 110 X 3/4- MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. SCREWED COLD FORMED TO TUBE SECTION CONNECTIONS SHALL BE DONE WITH #12 HEX WASHER HEAD GRABBER SELF DRILLING SCREWS (ER -5280). MIL THICKNESNUMBERGAGE NUMBREFERENCE: 27 MIL ------ 22 GA 54 MIL ------ 16 GA 33 MIL -_____ 20 GA 68 MIL ------ 14 14 GA 43 MIL - 18 GA 97 MIL ------ 12 GA WALLS: STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING PER PLAN, AND BOTTOM TRACKS SHALL BE INSTALLED WITH 1/2" DIA ANCHOR BOLTS AT 2'-8" O.C. TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ALL D TOP AND OM TRACK. STUDS SHALL BE SECURELY SEATED FOR FULL EN SEARING ON BOTTOM UNLESS NOTED OTHERWISE,- INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. JOISTS: SSMA JOIST SIZE AND SPACING SHALL BE AS NOTED ON PLANS OR DETAILS. ALL JOISTS SHALL BE SECURELY SEATED FOR FULL END BEARING AT SUPPORTING MEMBER. PROVIDE .BLOCKING AT SUPPORTS OF ALL JOISTS. DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER LOAD BEARING PARTITIONS UNLESS NOTED OTHERWISE. SSMA STEEL COMPONENTS SHALL BE AS FOLLOWS - 3 5/8 SOFFIT STUDS ---------------- 362S162-43 WITH 362T125-43 TRACKS 3 5/8" BOX BEAM HEADER ------------ (2) 362S162-43 WITH 362T125-43 TRACKS 8" BOX BEAM HEADER --------------- 2 80OS200-43 WITH 362T125-43 TRACKS 10" BOX BEAM HEADER --------------- 2 100OS162-54 WITH 362T125-43 TRACKS 12" BOX BEAM HEADER --------------- S2 12005162-97 WITH 362T125-43 TRACKS 3 5/8 DIAGONAL BRACES ------------ 362S162-43 GENERAL NOTES: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR . SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES ARE , AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WOR ON THE PROJECT AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. K N . BETWEEN P DETAILS GENERAL STRUCTURAL NOTES AND WHERE DISCREPANCIES OCCUR B LAMS, , SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. �� 05 tl I 11 EXISTING NG DEMISING IE WALL I t t EXISTING �1 DEMISING D II I UNE OF EXISTING WALL t I I TS STRUT ABOVE KROWNG TING STEEL II MN GRILLE PER LINE OF EXISTING SUPPORTSTS STRUT ABOVEL, IGRILL MFR. -- -- -- - ----I1 F II N II � 62 05 $3 IA � 52.1 STEEL POSTS - TYP WHERE SHOWN PER DETAILS 01 AND 03 42 aD ROOF FRAMING PLAN. SCALE: ,w ,,.o FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUGMON OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAT. IS AFFIXED ,M WRITTEN SIG NATURE. PROJECT NUMBER 14-705 PROJECT MANAGER RAD PROJECT ENGINEER APS PROJECT DRAFTER DKS CARUSO - TU RLEY • SCOTT ! N C consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com H N E N O Ln �J CO C t N b Q 0 a � r d. W IOC F- in Z W to O LnM C1 M m M N V7 = N O � l0 o W 0 LLJ o � O !1� M -� M Z O 01 Z N � N �o Ln to A H J D Z b ) IOC F- in Z r .j O V7 LL W Z W 15 W 0 LLJ !1� o Z A H r O PIM !1� A Cr Q� ice+ CQ C) ,m rte, POM CrLn v, n M CA Actik C 3� 0 CD Ln (D0 CC VI mCut • N CQ Zai 0) tA REVISIONS: cV �w - C 2 13,129 9 1 ll 1 ,o ,yORE GON h 9G� Oy 21,180 .� GRF `t SGo Gol EXPIRES: 6130116 DATE: " 7-11-2014 DRAWN IVY: DKS FILE NAME: PROTECT NUMBER: PH'14-035 BINDING ORDER: 0 (17) 1 (7) AIN f I (6) ; (13) ` (3) (2) (S) i tt (2) -t 1------------------------------------- --------- ------._wl�) Ln CO �+ (4) (5) (4) s (8) NOTES: 1. EXISTING MALL BULKHEAD. CIC 2. 3 5/s- COLD FORMED STEEL. STUDS AT 24. O.C. PER G.S.N. TYP. 3. DIAGONAL BRACE SAME SPACING AS STUDS PER G.S.N. 4. CONTINUOUS TRACK WITH 2-110 SCREWS IN EACH M STUD AND #10 SCREWS AT 12' O.C. STAGGERED AT BOX BEAMS. 5. 4 -#IO SCREWS TYP. .�...i 6. CONTINUOUS 2 -x2 -x18 GA ANGLE WITH #IO SCREW IN EACH LEG INTO FLANGE OF EACH STUD. 7 SEE DETAIL O4/S3.t FOR TOP CONNECTION OF BRACE. 8. BOX BEAM HEADER PER PLAN. 9. SHEATHING PER ARCHIL 10. CEILING, PER ARCH'L V7 11. . EXISTING CONCRETE SLAB. 2 1Z. CONTINUOUS TRACK WITH 2 #10 0 SCREWS IN EACH STUD. 13 ROLLING GRILLE AND SUPPORT COLUMN PER ARCHIL 14. 3 5/8` CONT TRACK EACH SIDE V"I OF BRACE WITH 2 #10 SCREWS. (15) 15. LOCATE AT MIDSPAN OF BRACE. LINE OF DOUGLAS FIR COLUMN BEYOND. 16. LINE OF C.T.P. CONCRETE BASE BEYOND. 17. EXISTING MALL STRUCTURE ABOVE (14)-/ NOTES - 1. 3 5j$- COLD FORMED STEEL 2. STUDS AT 24" O.C. PER G.S.N. - TYPICAL 3. CONTINUOUS TRACK WITH 2-#10 SCREWS IN EACH STUD AND #10 SCREWS AT 12. O.C. STAGGERED AT BOX BEAMS. 4 4 -#IO SCREWS TYP. 5. CONTINUOUS 2-x2-xl8 GA ANGLE WITH #10 SCREWS IN EACH LEG INTO FLANGE OF EACH STUD. 6. BOX BEAM HEADER PER PLAN. 7. SHEATHING PER ARCH'L 8. DIAGONAL BRACE - SAME SIZE AND SPACING PER G.S.N. 9. WINDOW PER ARCHIL 10. 362S162-43 STEEL STUDS AT 16- O.C. 11. EXISTING CONCRETE SLAB. 12. HLTI X -U WITH 3/4 - PENETRATION AT 16' O.C. STAGGERED 13. CONTINUOUS TRACK WITH 2-#10 SCREWS IN EACH STUD. 14. NEW SUSPENDED GYP BOARD CEILING. PER ARCH L 15. EXISTING MALL BULKHEAD -AND STRUCTURE ABOVE 16. SEE DETAIL 04/S3.1 FOR TOP CONNECTION OF BRACE. 17. 3 5/8' CONTINUOUS TRACK EACH .SIDE OF BRACE WITH 2-#30 SCREWS. {3) o il 11 (6) 4) 3) It II ) (13) (1O) ri (12) 0 (13) f VERTICAL SECTION AT DISPLAY WINDOW EXPIRES: 6130116 FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED. SEE GENERAL STRUCTURAL N07M ON SHEET S1 AND TYPICAL. DETAIL SHEETS. DA E: THESE DRAWINGS/CALCULATIONS ARE: CONSIDERED PRELIMINARY -NOT I`OR 7-11-2014. j IUCMQN OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF D� BY: SEAL IS AFFIXED B WRITTEN SIGNATURE. PROJECT NUMBER - 14-705 PROJECT MANAGER RAD dKS PROJECT ENGINEER APB I PROJECT DRAFTER DKS RLE NAME: CARUSO-TURLEY• SCOTT- INC PROJEcrNUMBER. consulting structural engineers PH14-035 1215 West Ria Salado Parkway, Suite 200 BINDING ORDER - Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com w C4 Ln CO �+ !C a� s 04 CIC s � In M M CA N p tn to .�...i M m 0 N In coo v-- V7 2 0 V"I ILA tt3 rv-11► A - 09EN Cr to F�- C 0 r --i MCI til? •� M r r� P= � � OWN C'3� 0 Inc to Ln Ce L +Lw. REVISIONS; EXPIRES: 6130116 FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED. SEE GENERAL STRUCTURAL N07M ON SHEET S1 AND TYPICAL. DETAIL SHEETS. DA E: THESE DRAWINGS/CALCULATIONS ARE: CONSIDERED PRELIMINARY -NOT I`OR 7-11-2014. j IUCMQN OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF D� BY: SEAL IS AFFIXED B WRITTEN SIGNATURE. PROJECT NUMBER - 14-705 PROJECT MANAGER RAD dKS PROJECT ENGINEER APB I PROJECT DRAFTER DKS RLE NAME: CARUSO-TURLEY• SCOTT- INC PROJEcrNUMBER. consulting structural engineers PH14-035 1215 West Ria Salado Parkway, Suite 200 BINDING ORDER - Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com w W J G ME 0_0 . 0 W M ML L,G REVT510NS: N NO O Ln u m co � c c� O L in a= co y � p moi.. 4A W 1.L C) r= N � O� N . C lw CC 4- 0 m3: In r H W J G ME 0_0 . 0 W M ML L,G REVT510NS: I a'. m O c� m a= O i� ( C) r= N .O Ln CC 4- 0 m3: r u4) -2 M CD ° �.0 0 Ln I a'. DA'T'E. 7-11-2014 DRAWN BY: DKS - RLE NAME: OREGON l�RComsV EXPIRES: 6130116 a PROJECT NUMBER: PH14-035 - BINDING ORDER: a= DA'T'E. 7-11-2014 DRAWN BY: DKS - RLE NAME: OREGON l�RComsV EXPIRES: 6130116 a PROJECT NUMBER: PH14-035 - BINDING ORDER: