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Plans CA , T10\ : IF T- IS SHE- I IS \ 0 30- x42- IT IS A RE3 ., CID PRI \ I d cc cc y Re O Z W 0 h ¢ I Ts O z r c ar 1_ ce w ,,, z v t u, o O St 1931 to HARD c:4o 0 01 ORCHARD SUPPLY HARDWARE c c, L_ fts HECEED I U N Z DEC 2429t2 10031 SW CASCADE BOULEVARD a�rOFr BUILDING TIGARD , OREGON ° . ;4 m V 0 V N w Ci a G • o• `o SLID ABBREVIATIONS TENANT PROJECT DATA SHEET INDEX (TOTAL SHEETS = 65) } I as et § 0 yw U z ' ¢ a_ ARCHITECTURAL ( w & And F.A. Fire Alarm PRCST. Pre-cast w L Angle F.B. Flat Bar PL. Plate 2a - SHEETS) ° r A0.1 TITLE SHEET. o CO At F.D. Floor Drain P.LAM. Plastic Laminate O a `� h a�d_ } FDN. Foundation PLAS. Plaster �{ BUILDING DEPARTMENT: CITY of TIGARD A0.2 GENERAL NOTES. z c. Centerline A0.3 ACCESSIBILITY NOTES. ¢ F.E. Fire Extinguisher PLYWD. Plywood est. 1931 Diameter or Round APPLICABLE CODES: CHAPTER 9- FIRE PROTECTION SYSTEMS: A0.3a ACCESSIBILITY NOTES & DETAILS. F.E.C. Fire Extinguisher Cab PR. Pair , ic ® (f # Pound or Number F.H.C. Fire Hose Cabinet PT. Point SUP PLY H A R 0 at N „*,,v a O BUILDING: 2009 INTERNATIONAL BUILDING CODE +4� (E) Existing FIN. Finish P.T.D Paper Towel Dispenser (903.3.1.1) AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED. AD.1 DEMO/EXISTING SITE PLAN. mo �. �s FL. Floor STRUCTURE: 2009 INTERNATIONAL BUILDING CODE AD.2 DEMOLITION FLOOR PLAN. � P.T.D/R Combination Paper Towel r / ' 0 FLASH. Flashing Partition (903.4) AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED. AD3• DEMOLITION EXTERIOR ELEVATIONS. w w ACOUS Acoustical 9 PTN. MECHANICAL: 2009 INTERNATIONAL MECHANICAL CODES ( ) = 74 ;Ts FLUOR. Fluorescent Paper Receptacle ORCHARD SUPPLY HARDWARE , z 0 A.D. Area Drain P.T.R. Pa er Towel Rece tacle v� ADJ. Adjustable F.O.C. Face of Concrete P.J. Panel Joint ELECTRICAL: 2005 NATIONAL ELECTRIC CODE E.S.F.R. (EARLY SUPPRESSION FAST-RESPONSE) AUTOMATIC FIRE PREVENTION SPRINKLER SYSTEM A1.1 SITE PLAN. zo AGGR. Aggregate F.O.F. Face of Finish PROVIDED THROUGHOUT. ° i>` 4 se PLUMBING: 2009 INTERNATIONAL PLUMBING CODE AL. Aluminum F.O.M. Face of Mullion Q.T. Quarry Tile 6450 VIA DEL ORO, SPRINKLER DESIGN AND CALCULATIONS TO BE SUBMITTED UNDER SEPARATE PERMIT. A2.0 FIXTURE PLAN (FOR REFERENCE ONLY). w •9 t' APPROX. Approximate F.O.S. Face of Stud R. Riser SAN JOSE, CA 95119 FIRE/LIFE SAFETY: 2009 INTERNATIONAL FIRE CODE A2.Oa EQUIPMENT MATRIX (FOR REFERENCE ONLY). it fOfl • ARCH. Architectural FPRF. Fireproof RAD. Radius 408-281-3500 (910.1) EXCEPTION 2: SMOKE AND HEAT VENTS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS A2.1 FLOOR PLAN / FINISH PLAN. > ASB. Asbestos F.S. Full Size R.D. Roof Drain FUEL/GAS: 2009 INTERNATIONAL FUEL GAS CODE PROVIDED A2.2 REFLECTED CEILING PLAN. w ASPH. Asphalt m FT. Foot or Feet ENERGY: 2009 INTERNATIONAL ENERGY CONSERVATION CODE REF. Reference FTG. Footing REFR. Refrigerator (910.3.5) EXCEPTION: DRAFT CURTAINS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS PROVIDED. A3.1 ROOF PLAN. BD. Board FURR. Furring RGTR. Register ACCESSIBILITY: 2003 ICC/ANSI A117.1-2003 AMERICAN NATIONAL STANDARD BITUM. Bituminous FUT. Future REINF. Reinforced A4.1 EXTERIOR ELEVATIONS. BLDG. Building REQ. Required ARCHITECT z BLK. Block GA. Gauge RESIL. Resilient CHAPTER 3 - USE & OCCUPANCY CLASSIFICATION: CHAPTER 10- MEANS OF EGRESS: A5.1 BUILDING SECTIONS. ¢ BLKG. Blocking GALV. Galvanized RM. Room OCCUPANT LOADS & MINIMUM EXIT WIDTHS REQUIRED: (FULLY SPRINKLERED THROUGHOUT) z ) BM. Beam G.B. Grab Bar R.O. Rough Opening A6.1 ENLARGED ELEVATION & FLOOR PLAN. ° B.O.C. Bottom of Concrete GL. Glass RWD. Redwood A6.2 ENLARGED ELEVATIONS & FLOOR PLANS. z B .O.M. Bottom of Mullion GND. Ground GROUP SECTION DESCRIPTION OF OCCUPANCY PROPOSED AREA (SF) w WARE MB B.O.P. Bottom of Panel GR. Grade R.W.L. Rain Water Leader z A6.3 WALL SECTIONS. B.O.R. Bottom of Reveal GYP. Gypsum S. South z 0 A6.4 WALL SECTIONS. ° B / BUSINESS (304) OFFICE SEE ALLOWABLE AREA BELOW z o A6.5 INTERIOR ELEVATIONS. ° BOT. Bottom H.B. Hose Bibb SAF Self Adhered Flashing JIM TERRY a_ - A6.6 ENLARGED RR PLAN, RR ELEVATIONS & MILLWORK ELEVATIONS. w H.C. Hollow Core S.C. Solid Core M / MERCANTILE (309) MERCANTILE SEE ALLOWABLE AREA BELOW p w ¢ Q CAB. Cabinet S.C.D. Seat Cover Dispenser 2400 CAMINO RAMON, SUITE 390 PH: (925) 244-9620 d ° o w c HDWD. Hardwood P SAN RAMON, CA 94583 FAX: (925) 244-9621 S-1 / STORAGE (311) STORAGE SEE ALLOWABLE AREA BELOW o ° f- ° �) a A7.1 DOOR SCHEDULE & DETAILS. C.B. Catch Basin SCHED. Schedule ,- ¢ x _ ce CEM. Cement H.M. Hollow Metal S.D. Soap Dispenser 309 v T ¢ o w ° r = n w ° A8.1 0 CER. Ceramic SECT. Section a_ z o ° a o o ° o 0 0 HORIZ. Horizontal MOST RESTRICTIVE ( ) M ¢ z w a w - 8.1 SITE DETAILS. w C.I. Cast Iron SH. Shelf ¢ w C a_ - z ac ¢ ¢ - z z 0 w A8.2 DETAILS. w ry'� C.G. Corner Guard SHR. Shower o cc w ¢ ° w m ° ac = w W HR. Hour a_ 0 0_ 0 II o_ w p A8.3 DETAILS. z CLG. Ceiling HGT. Height SHT. Sheet o o w g ACCESSORY OCCUPANCIES: (508.2) YES B o o a a ¢ - A8.4 DETAILS. 10 it1 ARCHITECT'S CONSULTANTS w 8 �LI z � IiiK ° � w z CLKG. Caulking SIM. Similar w CLO. Closet I.D. Inside Diameter (Dim.) a Q Q O INSUL. Insulation S.N.D. Sanitary Napkin Disp. � ,.,s CLR. Clear S.N.R. Sanitary Napkin Recept. CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS: OFFICE B 1,024 100 24 1 N/A (1 - SHEETS) w 3` Q (0 NT. Interior 3 g' C.O. Cased Opening SPEC. Specification LANDSCAPE ¢ a w COL. Column Jan. Janitor SQ. Square CIVIL ENGINEER ALLOWABLE BUILDING HEIGHT: �.s {� U Ct C.O.M. Center of Mullion JT. Joint S.ST. Stainless Steel MERCANTILE hi 37,518 30 1,251 3 N/A w Q + t^ O L1.0 PLANTING PLAN ¢ V 1 CONN. Concrete KIT. Kitchen STA. Service Sink 5415 SW WRG PH: RUSSELL 187. _ CONN. Connection K.O. Knock Out STA. Station 5415 SW WESTGATE DRIVE, SUITE 100 PH: (503) 419-2500 w v) _ _ CONSTR. Construction STD. Standard FAX: (503) 419-2600 o = ¢ c� z " s v PORTLAND, OR. 97221 ( ) = STORAGE S 3177 300 11 1 N/A z : } ` 1 CONT. Continuous STL. Steel z o z ° /// o v C.O.R. Center of Reveal LAB. Laboratory o o J 1.65 N a CC STOR. Storage = z z CORR. Corridor LAM, Laminate STRL. Structural LANDSCAPE ARCHITECT MOST RESTRICTIVE �mw m m CIVIL M CTSK. Countersunk LAV. Lavatory SUSP. Suspended OCCUPANCY GROUP ,r°, cc m w ° ° (6 - SHEETS) 5 a 0 CNTR. Counter LKR. Locker SYS. Symmetrical CARDNO WRG PAT GAYNOR S_1 w _, N Y No EXIT WIDTHS PROVIDED: z CTR. Center LT. Light PH: (503) 419-2500 a m o o o_ o 00.0 EXISTING CONDITIONS cc TRD. Tread 5415 SW WESTGATE 97221 DRIVE, SUITE 100 FAX: (503) 419-2600 v¢ ¢ v� ¢= d Li) = 01.0 SITE PLAN 1- �` T.B. Towel Bar PORTLAND, OR. 97221 ( ) DBL. Double MAX. Maximum T.C. Top of Curb w N o oo C2.0 GRADING AND EROSION CONTROL r DEPT. Department M.C. Medicine TEL. Telephone BUILDING HEIGHT 55' O" +20' O" 75' o" 33�-5' o o ix °w °w 03.0 STORM PLAN aj CO D.F. Drinking Fountain MECH. Mechanical IER. Terrazzo M\E\P ENGINEERS � � °� mN ° w ° C4.0 EROSION CONTROL DETAILS ° 0 DET. Detail MEMB. Membrane T. & G. Tongue and Groove NUMBER OF STORIES 3 STORY + 1 STORY 4 STORY 1 STORY x o a a_ o m i- o 1_ o C4.1 EROSION CONTROL AND SITE DETAILS c) DIA. Diameter 9 FDG CONSULTING ROB FOSTER w 0 -. o o = x a: o o' ¢ MET. Metal THK. Thick n v ° z w a d C4.2 SITE DETAILS < 0 DIM. Dimension MFR. Manufacturer T.O.C. Top of Concrete 17701 COWAN, SUITE 230 PH: (949) 253-9630 C4.3 STORM DETAILS P ALLOWABLE BUILDING AREA: DISP. Dispenser MH. Manhole T.D.P. To of Panel IRVINE CA. 92614 FAX: (949) 253-9628 OFFICE N/A N/A 32' 2 64' a r DN. Down MIN. Minimum T.O.R. Top of Reveal D.O. Door Opening MIR. Mirror T.O.RC. Top of Deep Recess STRUCTURAL ENGINEER UNLIMITED AREA ALLOWED PER 507.)000000( r DR. Door MIS(. Miscellaneous T.O.M. Top of Mullion W/ AUTOMATIC SPRINKLER AND OPEN YARDS GREATER THAN 60 FEET ON ALL SIDES MERCANTILE N/A N/A 32'/64 4 192 DWR. Drawer M.O. Masonry Opening T.O.W. Top of Wall BRAD YOUNG & ASSOCIATES BRAD YOUNG DS. Downspout MTD. Mounted T.P. Top of Pavement PH: (559) 222-9600 z D.S.P. Dry Standpipe P 1RES W HENDERSON AVENUE, SUITE 101 ( ) PROPOSED OFFICE (8) AREA 1,206 SF Y MUL. Mullion T.P.D. Toilet Paper Dispenser FRESNO, CA. 93711 FAX: (559) 222 9633 DWG Drawing T.V. Television PROPOSED MERCANTILE (M) AREA: 37,518 SF MAXIMUM TRAVEL DISTANCE TO EXITS: (1016.1 SPRINKLERED BUILDING) MECHANICAL (5 - SHEETS) w E. East N. North T.W. Top of Wall ccc EA. Each N.I.C. Not In Contract TYP. Typical PROPOSED STORAGE (5) AREA: 3,177 SF B 300 FEET MAX. MO.1 LEGEND, SCHEDULES, & NOTES ¢ E.J. Expansion Joint N0. Number UNF. Unfinished MO.2 MECHANICAL SPECIFICATIONS >-PROPOSED TOTAL BUILDING AREA: 41,901 SF S-1 - 250 FEET MAX. m NOM. Nominal M2.1 MECHANICAL DEMOLITION FLOOR PLAN EL. Elevation U.O.N. Unless Otherwise Noted ELEC. Electrical N.T.S. Not To Scale UR. Urinal M 250 FEET MAX. w M2.2 MECHANICAL FLOOR LAN a. M3.1 MECHANICAL ROOF PLAN o ELEV. Elevator VERT. Vertical w U EMER. Emergency O.A. Overall VEST. Vestibule CHAPTER 6 -TYPES OF CONSTRUCTION: z FIRE RESISTANCE RATING REQUIREMENTS FOR: Y o ENCL. Enclosure OBS. Obscure . West E.P. Electrical Panelboard O.C. On Center TYPE OF CONSTRUCTION: (602) TYPE V-B o `� W EQ. Equal O.D. Outside Diameter (Dim.) W/ With (FULLY SPRINKLERED THROUGHOUT) U) it q ( ) W.C. Water Closet ( ) ELEVATOR LOBBY (708.14.1) NA HR. o EQPT. Equipment OFF. Office = m cwi WD. Wood FIRE RESISTANCE RATING REQUIREMENTS FOR: SHAFT ENCLOSURES (708.1) NA HR. a z E.W.C. Electric Water Cooler OPNG. Opening W O Without o w ¢ z EXST. Existing OPP. Opposite / Waterproofing Membrane BUILDING ELEMENTS (TABLE 601) EXIT ENCLOSURES (1022) NA HR. PLUMBING (s - SHEETS) r ' g o EXPO. Exposed WPM P 9 ¢ z m WRB Wh eather/Water (TABLE 1018.1) w EXP. Expansion STRUCTURAL FRAME OHR. CORRIDORS ( ) NA HR. P0.1 LEGEND, SCHEDULES, & w Resistive Barrier z �i o' EXT. Exterior P0.2 PLUMBING SPECIFICATIONS o WSCT. Wainscot EXTERIOR BEARING WALLS OHR. C, !l;., 'AC?,r?G w 1- WT. Weight CHAPTER 29 - PLUMBING SYSTEMS: P1.0 PLUMBING SITE PLAN /cc#r, o E-_ w INTERIOR BEARING WALLS OHR. P2.1 PLUMBING DEMOLITION FLOOR PLAN ApproNed... 46j [ I cn P2.2 PLUMBING FLOOR PLAN Conditionaih :\i��-, „'.,d [ ] D o cwi EXTERIOR NON-BEARING WALLS 0 HR SANITARY LINES AND WATER SERVICE TO BE STUBBED INTO BUILDING. See Later to: [ ] m TENANT PLUMBING FIXTURES TO BE COMPLETED UNDER SEPARATE PERMIT. INTERIOR NON-BEARING WALLS OHR. i YM B FLOORS OHR. PennitNun r: EGC Zof2 - 8a +([Cj� °z c 'Rio SYMBOLS VICINITY MAP ROOF OHR. PLANNING DEPARTMENT Addre `� ` S� `` 5` .t H ELECTRICAL B} „, ` `� ` T = W 10 SHEETS) w T EXTERIOR WALLS BASED ON FIRE SEPARATION (TABLE 602) E0.1 SYMBOLS LIST Q CO 20.2 ELECTRICAL SPECIFICATIONS m W ¢ A INTERIOR ELEVATION VIEW NORTH EXTERIOR WALL (X 5 ) 0 HR. LEGAL DESCRIPTION: 203 FIXTURE SCHEDULE AND DETAILS c°° -I _I F ALIGN . j INTERIOR ELEVATION REFERENCE 10' > X > 5') 20.4 ENERGY COMPLIANCE CERTIFICATES �( w CO EAST EXTERIOR WALL ( ) 0 HR. _ D B PORTION OF SE 1/4 OF SECTION 27 AND SW 1/4 OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE 1 WEST, 21.1 ELECTRICAL SITE PLAN m vo) OFFICE W SHEET NUMBER - _ SOUTH EXTERIOR WALL (30' > X > 10') OHR. WILLAMETTE MERIDIAN, CITY OF TGARD, WASHINGTON COUNTY, OREGON. 21.2 PHOTOMETRIC PLAN w m ROOM NAME E2.1 LIGHTING PLAN o' CD ¢ - - OFFICE - WEST EXTERIOR WALL (X > 30') OHR. ¢ z Cr) ;01 C E3.1 POWER PLAN a_ i- w w 0000 ROOM NUMBER QS) -' MAP & TAX LOT NUMBER: E3.2 ELECTRICAL NOTES OFFICE COPY o < m w u.i -- O� 24.1 SINGLE LINE DIAGRAM wwwF- ° CzIX z Q P WALL MATERIAL TYPE a Q�FS W CHAPTER 7 - FIRE-RESISTANCE RATED CONSTRUCTION: 1S127DD01200 1 f •f a h_ ¢ 5 W o_ 0 a o t- TYPE NUMBER I SGy g� - �' CO o > o > ° /Yq ALLOWABLE AREA OF OPENINGS (TABLE 705.8) (FULLY SPRINKLERED THROUGHOUT) m m m o m w °o DOOR NUMBER �' << 6� ZONING: o VI VI F z z I- z F 101 FLOOR MATERIAL TYPE N ` c z z ° z o z C _ (705.8.1) ALLOWABLE UNPROTECTED OPENINGS = ALLOWABLE PROTECTED OPENINGS O o 5 d 0 1 �- TYPE NUMBER ¢ J ¢ ¢ w MUC- MIXED USE COMMERCIAL. STRUCTURAL (12 - SHEETS) z c� 5 c� a_ CO c� CO c� CD EXISTING DOOR z `~-` a o z < < o a c� `� CONCURRENT PLANNING APPLICATION: st.t STANDARD NOTES AND DETAILS 1- N N N N N N N N ° PL �- MIS(. MATERIAL TYPE o / o w z z o S1.2 STANDARD NOTES AND DETAILS w O H w Loa_ w W r` co Lri m m m --- TYPE NUMBER i o EXTERIOR WALLS ¢ o o F o o = w °w m w ch S1.3 STANDARD NOTES AND DETAILS wo a •- - - N - o N N v Q ¢ w w w < o o o a MINOR MODIFICATION MMD2012-00008 5 16 2012 ° 0 0 0 0 t--: 0 0 ° / / 51.4 STANDARD NOTES AND DETAILS -o _ z it w cn ¢ w ¢ X cc Cu L Cu ° S1.5 STANDARD NOTES AND DETAILS w o / n ° 0 w ¢ o ¢ o o S2.1 FOUNDATION PLAN = DETAIL REFERENCE ® KEYNOTE INDICATOR -''� o.,f i c�= NORTH 53.1 ROOF FRAMING PLAN w Cl SHEET NUMBER 1 S4.1 SECTIONS cc 3 o ® FINISH INDICATOR W NODS ESRR� Rte/ SOUTH UNLIMITED UNPROTECTED OPENINGS ARE PERMITTED S5.2 FRAMING DETAILS LIABILITY o PA! PM A. CATALDO �� DETAIL SECTION REFERENCE 5* 5C S7.1 TRUSS DETAILS i_ °o a X WEST S7.2 TRUSS DETAILS The City of Tigard and its n DRAWN BY F.T.M. / M.H. N �XX�. SHEET NUMBER REVISION w employees shall not be E z ? CALT 0\ : IF THIS S- E=T IS \ OT 30- x42 - I - IS A RED CED PRI \ I Ci-c ® 3 1 2 /Y1 G� �o O A6.3 D © I A6.3 A6.3 © 0 CI 3 FBI r y z W a O C a2 _ z I F 1 U V •v z I \ / J VESTIBULE SHOPE J o ( — �� 1=1 ° 4' 7" 100 11 12 113 I ❑ �� ►a C , U 0 w G Hz 1 1 /4\ 2 34'-2" 30 `O I I A6.1 I o o fill r r II�_�_� t - _ ___ all a_. - © a \ �_o s.` �� w SD 100 �� i ,� \ �t o rT, MN A al o _ _ w� Al 0 0 0 0 0 I m --v—C_ — 10 (V 27 28 100b )I d 2a F b w 100a A6 6 4, CP U 4 b ❑ 30 A 4 i '` +/ :\1 ° a J 29 it TYP. + ® 3 4 39 A I, 02 l U o z Li ° r 0 1 L .: CL O 0, m m . �12� m ' � o ,- o G _ 1 \ m 'J s. V N N 6I-4" O m O w ® N -, i ': i 'i N o 1 3 = O G GN'�p, c3 m� T P. N y a . I- 1 r■002 \ _} A d Q - i — • / A© a CI . , . w _ . o_ N • o • z "' 1 I NURSERY a b w 41C' ' k Nl 112 �2� - e Is RECEIVING (1 0 Yci 0 I- STOCK ROOM 10 � N I ® SS ~ L tiz, 16 ® I ® z 5i n 0 m • o a 18 w uJ 19 • ° � 4 > •20 -<°N1 A6.4 mw i ■ 21 o 1 J 0- - . a, .._ 111E1 0 ° 1 -QD 4 x MI 1 a //�� 24 I n /4\ 25 10' 11'� 12'-1 r' -� D ■ 36 ® 1 1E,'-6' f of 6 A6.6/ 1 I o 26'-4" J • N ® U SALE1 v L58L18 : Ti AREI4 N P. ( w/ \ 101 N — >/ RB i N A©2 1 EN'S TYP. wU N. 0 RESTROOM AA, 105 � �1 © o -0 o - - - - -.+ .._e Q Q O 38 L o3 ' ° \ L w � ?+ O LI( An U _ 'Q - I p Q W ,�I� r A A STORA E N I ¢ Oct ft M3r L -4 i IN A la \ J .y �I Yi I`7 10 5 I Q O WOMEN'S J 111 ©A6.2 o a I • a w� 104 • • - Q occeL I\ 43 �106) /) N 12 I I w {� V J BREAK - — — - T ROOM \ ±1 _i7 0.'i ©6 i 2 0 1 � 1 o A6.6 2 4o s 1 9 1 .n q _ _ _ 2 6 ) w r• �� 39 I _ - i.__ ' 1 ;i, a� 26 �/ 1 CONFERENCE 7'-S" 8'-9" 107 N N th ® I 107 • N PALLET SOILS z - w _ 1 ROO R �08� 111 i w w "� o ROOM 4 c co 108 9 t• a -IL ii-I I am=� 13 r 32 1 110 I 5 m •• s ui I 1 a - 15 W.- I • CASH "co OFFICE U OFFICE _ i 3 110 3 a ® ° `` z 109 i A6.6 1 Y O /_ _\ © © CO © ` 14 11.1 g 5 uJ 0 \ , �____*____*_____ 2 i \1011] n 34 � III I o= U n CIC Ld I I Gil I 36'-0" H ¢ < 15 , 29 29 �\ / /� z CC z o 1 \ a w 32 6 oz .73 ec U Z CAD B • P a © O 4 © s w N N U w ' n J N O 0 J < = J N FLOOR PLAN 4 m SCALE: 3/32"=1'-0" U O w 1- FLOOR PLAN NOTES < J m SD FINISH LEGEND WALL LEGEND w L.L. _, u SEE SHEET A0.2 FOR GENERAL NOTES Y 1- z z 1 NEW EXTERIOR CONCRETE WALLS TO BE FURRED WITH 2-1/2" METAL 14 NEW CMU WALL. 26 PROVIDE NEW "GREENHOUSE" STRUCTURE (DEFERRED SUBMITTAL FLOOR FINISHES w ¢ w I- ( ) P ITEM: PAINT - ACCENT - m v m n STUDS, FIBERGLASS INSULATION AND (1) LAYER 5/8" GYP. BOARD TO 6" n INDICATES LINE OF FLOOR TRANSITION EXISTING SHELL WALL W NEW FURRING o w J J cc m= H z H z N 15 PROVIDE NEW FLOOR DRAIN, SEE PLUMBING DWGS. 27 EXISTING ROOF ACCESS LADDER TO REMAIN 6 MFR: SHERWIN-WILLIAMS / H z a a ,- o a o a o_ a ABOVE CEILING AND CONTINUE WITH INSULATION (ONLY) TO DECK ABOVE. a COLOR/NO: PURE WHITE / SW 7005 C ITEM: STAINED CONCRETE FLOORING i= H - w w c AT OPEN CEILING AREAS, FURRING TO BE PROVIDED TO DECK ABOVE. 16 INSTALL DATA SYSTEMS PER THE ORCHARD SUPPLY HARDWARE PROTOTYPE. 28 NEW STRUCTURAL COLUMN, SEE STRUCTURAL DRAWINGS. INDICATES LOCATION OF NON-TYPICAL FINISH: T.B.D. 1 MFR: RETROPLATE m ° w ° w 5 FURRING TO CONTINUE ABOVE & BELOW WINDOWS WHICH ARE NOT FULL FINAL LOCATION AND SPECIFICATION TO BE COORDINATED WITH TENANT'S � © WALL FINISH FINISH: POLISHED CONCRETE 4 NEW CONCRETE WALL a 00 a c z o o CC HEIGHT. GYP. BOARD TO WRAP WINDOW FRAME AT SILL, JAMB AND HEAD. 29 EXISTING DOOR TO REMAIN, PREP FOR WELD SHUT P ITEM: PAINT - ACCENT o n n z z F z i VENDOR. COLOR/NO: HAIR FLIP / 24702 ° (SEE MECH. DWGS. FOR R VALUE OF INSULATION.) Q MFR: SHERWIN-WILLIAMS U r r w ¢ ° w ° w i 17 RECONFIGURE MERCHANDISING OF THE STORE TO INCLUDE CHECK-OUT 30 EXISTING BOLLARD TO REMAIN. COLOR/NO:0: GECKO / SW 6719 NEW CMU WALL o -O INFILL WALL WHERE DOOR REMOVED. MATCH ADJACENT CONSTRUCTION. STANDS, CUTTING CENTER AND DISPLAY AREA. WALL FINISHES MISCELLANEOUS FINISHES a U U U d CO U CO U © 31 PROVIDE HI-LO DRINKING FOUNTAIN. SEE PLUMB DRAWINGS. FINISH: T.B.D. i POWER AND DATA TO CASH REGISTERS SHALL BE PROVIDED FROM / \ NEW INTERIOR PARTITION TO UNDERSIDE LOW WALL 5' 0" HIGH. 18 (\ P ) ITEM: PAINT - ACCENT N N N N N N N N THE WALLS OF THIS ROOM TO BE INSULATED WTH R 11, UNPAGED P ITEM: PAINT TYPICAL THROUGHOUT, U.O.N. PL ITEM: PLASTIC LAMINATE - OF CEILING w OVERHEAD LOCATIONS. 32 8 MFR: SHERWIN-WILLIAMS w H r 2 ui m <o co 6 4 SENSORMATIC STANCHIONS, SEE ELECTRICAL DWGS, VERIFY FINAL LOCATIONS FIBERGLASS INSULATION. 0 MFR: SHERWIN-WILLIAMS HORIZONTAL SURFACES a ¢ ,- _ - N .- o N N 19 INSTALL LOSS PREVENTION SENSORS AT ALL PUBLIC EXISTS ( INCLUDING COLOR NO: TOURCHLIGHT SW 6374 COLOR/N0: CHERRY TOMATO / SW 6884 v o m o WITH TENANT'S REPRESENTATIVE. PROVIDE TRANSACTION COUNTER WITH INTEGRATED PLASTIC LAMINATE DOOR, COLOR/NO: MFR: T.B.D. o 0 0 o O o 0 NURSERY) AND AT HALLWAY TO THE RESTROOMS PER ORCHARD SUPPLY 33 FINISH: T.B.D. a -0 5 NEW CONCRETE SLAB. ) SEE DOOR SCHEDULE. FINISH: T.B.D. COLOR/NO: T.B.D. NEW LOW WALL PARTITION, SEE PLAN '6 HARDWARE PROTOTYPE. P ITEM: PAINT ACCENT P TEM: PAINT ACCENT SPECIFIC NOTES FOR WALL HEIGHT = 6 PROVIDE LOWER AND UPPER CABINETRY WITH DRAWERS, BACK SPLASH AND 34 PROVIDE WORK COUNTER AT 2'-10" A.F.F. WITH BUILT-IN WALL BRACKETS t- o DOUBLE BASIN STAINLESS STEEL SINK WITH GARBAGE DISPONSAL AND 20 PROVIDE POWER TO THE FIXTURES IN NEW CONFIGURATION. POWER SHALL BE © MFR: SHERWIN-WILLIAMS 9 MFR: SHERWIN-WILLIAMS m ITEM: PLASTIC LAMINATE - o INSTA-HOT. DISTRIBUTED FROM THE EXISTING 120/ 208 VOLT 3 PHASE 4 WIRE 2500 35 SAW-CUT EXISTING CONCRETE FLOOR THIS AREA AS REQUIRED FOR NEW COLOR/NO: RED BAY / SW 6321 COLOR/NO: COBBLE BROWN / SW 6082 © VERTICAL SURFACES o o NEW WROUGHT IRON FENCE a COFFEE MAKER TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE NEW AMP MAIN SWITCH GEAR TO REMOTE SUBPANELS TO MINIMIZE THE LENGTH PLUMBING. SEE DETAIL 10 ON SHEET A8.4. FINISH: T.B.D. FINISH: T.B.D. MFR: T.B.D. 1 7 OF THE HOME RUNS FOR INDIVIDUAL CIRCUITS. COLOR/NO: T.B.D. z PA!PM A. CATALDO WATER LINE TIED INTO EXISTING LAVATORIES PLUMBING WITHIN WALL. 36 ALL ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB-1) AND CARPET P ITEM: PAINT ACCENT / P ITEM: PAINT - ACCENT o °0 8 REFRIGERATOR TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE NEW 21 PROVDE SMOKE DETECTORS WITH AUTOMATIC SHUT DOWN AT ALL AIR (C-1), U.O.N. © MFR: SHERWIN-WILLIAMS \10 MFR: SHERWIN-WILLIAMS TEM: PLASTIC LAMINATE - NOTE: SEE METAL WALL STUD TABLE ON SHEET A8.2 TO SELECT APPROPRIATE DRAWN BY' F.T.M./ M.H. WATER LINE FOR ICE MAKER. CONNECT TO EXISTING PLUMBING IN WALL. CONDITIONING UNITS EXCEEDING 2000 CFM. THESE ARE FACTORY PROVIDED 37 PAINT IN THIS ROOM TO BE SEMI GLOSS. COLOR/N0: HOUSE PLANT / SW 6727 COLOR/N0: NOMADIC DESERT / SW 6107 m WALL STUD SIZE FOR WALL HEIGHT. c'N FINISH: T.B.D. RESTROOM PARTITIONS ON ALL NEW TRANE (OR EQUAL) UNITS PER OSH NATIONAL ACCOUNT. FINISH: T.B.D. © U 38 SEE ENLARGED RESTROOM SHEETS FOR WALL FINISHES. P ITEM: PAINT ACCENT MFR• T.B.D. w JOB NO SNR12-0011-00 z 9 NOT USED. 22 INSTALL FIRE ALARM SYSTEM TO BE PROVIDED BY ORCHARD SUPPLY P ITEM: PAINT - ACCENT COLOR/NO: T.B.D. vw PROVIDE SEMI RECESSED FIRE EXTINGUISHER CABINET AND FIRE MFR: SHERWIN-WILLIAMS 10 HARDWARE VENDOR. MFR: SHERWIN-WILLIAMS o EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES 39 SEE MILLWORK ELEVATIONS FOR FINISHES. v COLOR NO: ORCHARD SHAMROCK 0 EXISTING z #7013-DV, STEEL WITH RECOATABLE WHITE FINISH - PAINT 23 INSTALL BURGLAR ALARM SYSTEM TO BE PROVIDED BY ORCHARD SUPPLY COLOR/NO: GOLDEN RULE / SW 6383 FINISH: T.B.D. ® ITEM: SOLID SURFACE MATERIAL a SHEET a (SEMI-GLOSS) TO MATCH ADJACENT WALL. EXTINGUISHER TO BE HARDWARE VENDOR. 40 PROVIDE PLASTIC LAMINATE (PL-_) AT THIS WORK COUNTER. FINISH: LSD. v MFR: T.B-D. N 4 - #3005, 2A:10B:C. SEE DETAIL 18 ON SHEET A8.2. 41 PROVIDE FIBERGLASS REINFORCED PANELS (FRP-1) BEHIND DRINKING P ITEM: PAINT - ACCENT /RB\ ITEM: RUBBER BASE COLOR/NO: T.B.D. Z_ N 24 MODIFY CONDUIT RACEWAYS AND POWER ONLY FOR INTERIOR AND EXTERIOR \ 1 / MFR: A2 . 1 �, 11 INSTALL "MATWORKS" GRID MATTING SYSTEM PROVIDED BY TENANT. SECURITY CAMERA SYSTEM PER THE ORCHARD SUPPLY HARDWARE FOUNTAIN AS INDICATED. © MFR: SHERWIN-WILLIAMS COLOR/N0: a PROTOTYPE. COLOR/NO: IVOIRE / SW 6127 0 0 42 EXISTING FINISHES TO REMAIN IN THIS ROOM. SIZE: i 12 LINE OF ROOF ABOVE. 25 CONTRACTOR TO FURNISH AND INSTALL UNISTRUT (2) FOR EACH ISLE FOR FINISH: T.B.D. N 13 WROUGHT IRON FENCE, TYP. OSH SIGN VENDOR TO HANG ISLE SIGNAGE. 43 METAL LOCKERS: T.B.D. CAUTION : IF T- IS S - --T IS SOT 30- x42- I - IS A REDUCED PRI \ T 3 2 A ® 0 A6.3 @if,: © A6.3 A6.3 © o. 0 0 y a� > N Z W z L_ ril O N H EZ z W C.) Z U i w y _ M 1 I • (..) o M In J El I COFFEE G ❑ g g w U VESTIBULE SHOP = 100 - 113 o 3.2 0 CC * i a a a - _ i IH 1 O al N - - --- - (�cz)E _, E I E E E Q cm , 1 _E © II Q E N o o 0 L) a o N o 3 I W B o e O 27'-11 1/2" 26'-6" \ . 83'-7" 40'-6 1/2" S'-8" : w E 0 f 0 _I o © o 0 0 a 0 E MEI• • •S• • © w 1 gin m 9 E - i I . . 60 v T j..4 54'-3" 12'-3 1/2" 17'-0 1/2" : m u I u N N i i i ® W F `� r.J U . ° c Inc.! N I E --- ■ -4 ■ N ". s _ F •5 C � � n• Irc—A . • Y 0 3 z -- n A © / A6.4 a•0 . 111 0 KZ CI 0 1&:1 1. CI 0 II 0 t: o cn I i co z �^ ¢ p c - i - -_ - - - -I ^i to A of H 4R�'...� ® .1`�' O I .. ► • • I co 7� e.0 I ° O ,� of F i 3 ; -. �`�} �� 8 NURSERY Z J ► o I. LIJ in 11 w Z Q RECEIVING J • •N STOCK ROOM i I a- • • 1 • • • • 4 A6.4 m 102 _____\_ N -- p ® -- - O --- —p Q -0--- - p - - II - -- ---p ® - - - - ---------- - © (4 J ° CL—k ___f___ —t —i Y o D a I , 4\ SALES 6 a E E AREA m © i 101 W ► . A w A6.6 ° EQUAL EQUAL II o II II ® C • a • Q I >cc 0• RESTROOM 1 . . I 6 ► • O o co— , A6.4 w ..1 103 ' � 1O { I c a bl W Z ISO 0 4 po ! I=1 © �� CO�I� ill STORAGE vz X d VJ O WOMEN'S 105 . . . . . . . ♦ ` z } • aj RESTROOM I` It y ®.. ��_.. I I I o cn a 104 ' 1111 ; I • • ► Q ® III I © ® ° 0 NI H: - - -_ 1 _ uIiLi) Sii BREAK m i 11. III._ __ El I ROOM CO I Ell al= ■;'l © © a O-11 1 3a IIIS I m I o .�a_� - I CONFERENCE ••'s■—OM.1 , ROOM I�____ ' z w 107 U'��■_■?■I©■I COMPUTER PALLET SOILS IS III ■ ■; ROOM is 111 cs --�n ■j��C■ 108 m `� CASH Iii 1■�_—NI 8 _ 1 ' OFFICE ``' cs OFFICE ^■^—■��-■�� TYP.■�/ 110 = © w z 109 °►J ® I 63 Y 0 II.J � F 3 t -- � � _ — ss_ J O N it Y W U CC 2 a Z Z K O Z W LIJ Z aZ O B © © O 0 0 o z o cu I- cn u_ W D W O U m a w k- N NI 0 O w Z V c c n Z o ° = J REFLECTED CEILING PLAN N SCALE: 3/32"=1'-O" co Q w < o a'- m PLAN SPECIFIC NOTES CEILING LEGEND = w mcn w U Jcn tx Q W z ¢ Z Z cr SEE SHEET A0.2 FOR GENERAL NOTES ® J NEW AREA OF 2'x4' SUSPENDED CEILING GRID & TILES SUPPLY AIR GRILL - SEE MECH. DWGS. O LL g w m �- n 2 v - SEE PLAN SPECIFIC NOTES FOR SPECIFICATIONS. w w w 1C z % Z c., W a s N a o ¢ o C 1 SUSPENDED CEILING SYSTEM THROUGHOUT TO BE ARMSTRONG/USG 2'x4'/2'x2' _, NEW CEILING-MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED = CC 1- 1- w w c" w N �I "XXXXXXXXX" #_ WHITE TILE WITH XXXXXXX EDGE, WITH XXXXXX GRID. NEW 5/8" TYPE "X" GYPSUM BOARD CEILING or SOFFIT ®N QUADRANT INDICATES FACE OF LETIERING, SIGN TO INCLUDE E - - m ° w ° w o INSTALL AT 10'-0" A.F.F., U.O.N. SEE DETAILS 2, 3 & 4 ON SHEET A8.4. USE RATED MATERIAL & CONSTRUCT ON WHERE REQUIRED. DIRECTIONAL ARROW AS INDICATED SEE ELEC. DWGS. o m co ° z z z ° 2 LIGHT FIXTURE TO BE CENTERED IN THIS ROOM. NEW 2'x4' FLUORESCENT LIGHT FIXTURE W/ PRISMATIC LENS & NEW WALL-MOUNTED EXIT SIGN W/ BAI IERY BACKUP, SHADED U >- >- w ¢ a w o w - ELECTRIC BALLAST - SEE ELEC. DWGS. 'i QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE °zz 5 5 E.) o_ m U m ° 3 THIS ROOM/AREA IS OPEN TO ABOVE. Ei EXISTING STANDARD 4' OR 8' STRIP FLUORESCENT FIXTURE TO REMAIN. DIRECTIONAL ARROW AS INDICATED - SEE ELEC. DWGS. > cs°2 4 THE CEILING/LIGHTING IN THIS ROOM/AREA IS EXISTING TO REMAIN. ro NEW GOOSENECK LIGHT FIXTURE. w N . N N N N w 0 4' HIGH-BAY FLUORESCENT FIXTURE. a0 Q N o N CA < ,ri c c oci i o ~; 5 WAREHOUSE AREA IS OPEN TO ROOF STRUCTURE ABOVE. SEE ELECTRICAL NOTE: EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED o_ f cc; a o O o 0 0 0 0 -O DRAWINGS FOR LIGHTING LAYOUT. 4' HIGH-BAY FLUORESCENT FIXTURE WITH 90 MINUTE 1400 LUMEN & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM ,,J g EMERGENCY BATTERY BACK-UP. STORAGE BAIIERIES OR AN ON-SITE GENERATOR. = 6 PROVIDE METAL STUDS AND GYP. BOARD HEADER AT ___ A.F.F. W o of I 8' FLUORESCENT STRIP WITH WIREGUARD AND ELECTRONIC BALLAST. HATE ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL a INSPECTION AND SUBJECT TO BUILDING INSPECTOR. of 7 DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. z PA/PM A. CATALDO 0 0 a LOW VOLTAGE TRACK LIGHTING SYSTEM WITH SILVER FINISH. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE < DRAWN BY F.T.M./ M.H. ° 8 SEE DETAIL 9 ON SHEET A8.4 FOR TYPICAL INSTALLATION OF LIGHT SYSTEM. VERIFY EXACT COLOR AND A.F.F. MOUNTING HEIGHT WTH c- c-44 SNATCHES AND T-STATS THROUGHOUT, U.O.N. ARCHITECT/TENANT PRIOR TO ORDERING. Li JOB NO SNR12 0011 00 cn 9 TRACK LIGHTING TO BE ALTERNATE BID ITEM {�} a • T FLUORESCENT PENDANT ON BLACK CORD WITH FROSTED GLASS AND o � FLEXIBLE TUBING. z SHEET -°o /4\ 10 THE CEILING OF THIS ROOM IS TO BE PROVIDED WITH (1) LAYER OF R-19 N a UNFACED FIBERGLASS INSULATION. ®N NEW WALL-MOUNTED LIGHT FIXTURE - SEE PLAN SPECIFIC NOTES & z I. ELEC. DWGS. I A2 • o ... M. \Jobsl2\Oppidan\SNR12-0011- 01_Orchard_Tigard\Cad\CD\0011 _A31.dwg 0 0) 0 © 0 4111 4111 O 1 „, , , , , . : . , , • , , , , ; ,1 N ; . . , : ± , : ± ; , _. , ; . ,., _, , a, O -1=3 o I ox � � O - \):3) I I I I I II 0 I;.,-, I, i�jl I r�-1 o LJ- e o U I I ► ► I (CO) ' �I C I I 1I 1 I ! n2 ! �h 1 1 1 1 i I 1 i..a LJ `_-3 0 . , 0 1 IA 01 r-Ir-1 r'1 I o I III I L.J I I I - i1 Li . I 1` I,III . • 1 ° , - - I -p �q 1 I I i I I (I:E 7) 1 4110 rir, r'1 I li ,, � II , 1 II I LJ�� • I'I 1 I ICI CID 1111 I I II0: I I II ° I I . 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Fri D SLOPE SLOPE o N N I 0 I-- it I • m < , Z 0 0 rn 0 li I m ^ rn I I I o co, l z —0 + 1 T K o D m m I I, o I m rn � r � Z z I I � li I m o o = D o o m 1 r I D r z rni 0 o O 1 z m I— o z N r � I JI n 1n -I c —+ ' 1 ' i — — — — —1 _ . , . ° . . . ° . . . . — — — — 0 m % 05, m m (,./) m m K O O o m ± '1- H Fri D c zco :0 /r I rn O O i I C Zc I I I- . 1 K m I O a j /—n m0 . O A D O C1 / N m ; -0 K \ , E m c., I W O N r C."1 z 11 1> 0 I 1 N 0 11111 c • b • 6 ) $ w . e 4:1 'III U) THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. D ti 2 y " p,...; 0 th architecture 73 ti Z p planning m 0 z /� Orchar d I r Id1.': , interiors DATE REMARKS DATE REMARKS m �� /,.''OR y, graphics 04.17.12 CITY SUBMITTAL /4� 11.01.12 CLENT & ENTRANCE REVISIONS s y �I a Wt1RE MLC OMB m�o aga I"-0 civil engineering = 05.16.12 CITY SUBMITTAL 12.07.12 CLIENT REVISIONS PLY HARDWARE . IC m z D 06.15.12 CLIENT SUBMITTAL UP A� 1 t lt" ' E • ro F a 06.27.12 PLANNING RESUBMITTAL �e.' ✓ ,o, aiv 2400 camino ramon. suite 390 Leading Design for Commercial Real Estate U -" san racoon. California 94583 I D 07.16.12 BUILDING DEPARTMENT SUBMITTAL 10031 SW CASCADE BLVD . c OF o K ro p 925.244.9620 08.07.12 CLIENT REVISIONS O 09,26.12 BUILDING DEPARTMENT RESUBMITTAL TIGARD, OREGON f925.244.9621 00 10.26.12 CLIENT REVISIONS CAU 110\ : IF —HIS S— ='-'T IS \ O 30" x42' I I IS A RED, C19 PRINT sc © © �A © A6.3 A6.3 CO a A D • q r i..„ o l0 r z LLJ a— — / \ w v i i + — — — — — — — — T.O.R z La -34'-3 1/4" m 14'-0" D 'll' 8 D C A r- O w U /��►� ��\ T.O.P. ~ y 0 !S � lar 0 �'' _ • I_ I_ I +24'-10" i c o / \ B.O.S. m C4 sa) ilrar91 ID , I i a I; vs +167-9 1/4"1111, --4- I .1 gir======r==== CZ CC r 4 1.1111 MI IIII 6 1111 1111 IIII_- Il��l 6�IIII111■I @ ®i® i _� • - ° Milli 111•111111111 a F.F.E o I_ �•� ��� r/i ,-■inn , SLOPE " cc N 2 B ° t° G NORTH EXTERIOR ELEVATION g SCALE: 3/32"=11-0" �A� j 0 ° c�. m c m u p ,c N © t3.21 0 (bp © ® © 6.4 4 I 6.4 © A6 4 0 A O m 0, 0 m m OA i 1 # y• " G v c= r S & N v 1: 7/��/ / +341- 1/4" /4v „yr 1 I al CC 5 A T ::" T :z D +24'-10 a r• 1_ I iii\\ - - +21' S } ,�1 h lot H A -- c , - - H A R D W A R C' O1° y=7 eT 16' 9 1 4" ' lot �� 1fl!!I!!llllk1 I� ' '�,� _ Z St II a i II. " ■ ■ -FI!!!:II =.E:i I��tIllllllll11111111111 111116ii IIIIIIIIIIIIIIIIIII Illlllll 111111116-jIIIII 11111 lit ; a 1 ! ,1. �I® ®i� I''',III IIIIiillI IllIII��! 11111111111111111111.11111 111 111111111111111111111111111 III[111111111111 1 I Iiii > x AT i.1-. /se ; 'Io , / % I oo r F.F.E Ifl11'��il I Illh�ll 111:IIII I �! ,,■■���� I I,,''■, �������� ��� n n a COW ball 6 OP. SECTION AT CANOPY ±-01-0"711, o A G t°' °" J N EAST EXTERIOR ELEVATION (By SCALE: 3/32"=1'-0" J SCALE: 3/32"=1'-0" a z cn z 0 z CA) 0 co © © © w 0 a w J ¢ QU CC C < D o / +\ T.O.P. cwi m - - - - - z t I - +24'-10" u' {t1 Papas it LIJ Z � - - T.O.W. � 0_ TOW. w < O 4 _______ __________ _ _ ______ ___ __ ___ ______________________________ +76'-O" a •V e to r � ; � cn I V‘5._11) _= o E ■ a it 6 � = °' °° w O w F_ \ SLOPE 0 SOUTH EXTERIOR ELEVATION o CO SCALE: 3/32"=1'-O" GI ¢ O Lai 0 0 0 I 0 ® 0 z z w 2 w w a / 13'-6" 28' 9 7/16" / CD D d D I 11 7 A < C m - - - - T.O.P. w +24' 10" X w cn z 0 co 0 Dirt aro = o co ••t ',.ins 3 w T.O.R. mot +,6=°" ;;�— /a'■1iiiii1ii1:1i1iviiffiiifilii;ll o Q cn onsman•UIUImIUfhnnimmflhIInuIn• I r t o II z w � z CC ) I *Di) O w J N o c r=?� F w Z H 0 N N O W I 01;E le i, Z H A \_< C \ < A ¢ Q Q o WEST EXTERIOR ELEVATION z J SCALE: 3/32"=1'-0" D� m W ¢ a H O ¢ O H Q - m ELEVATION NOTES LEGEND ! w mcn w J u G W co ¢ H H H Q ,_ w w SEE SHEET A0.2 FOR GENERAL NOTES _I m O X 2 ¢ co f- cn H (n v 1 NEW STRAIGHT DECK TYPE "S" 7/8" AND COLUMN, STRUCTURAL BASE AND g EXISTING DOOR TO REMAIN, PREP FOR WELD SHUT. I VISION GLASS r- W it a a tt w a o ¢ o ¢i FRAMING, SEE STRUCTURAL DWGS. r 1.= r m z w > w 2 DOWN-SPOUT AND GUTTER. F I m m N 0 a w a w 0 10 NOT USED. o o m 3 WROUGHT IRON FENCE, TYP. ' 0 r r w Q ° w ° w 0 I NEW CMU WALL o anuvir- zzFZH 11 EXISTING CANOPY TO REMAIN, PAINT COLOR TO a H H J C m a 4 NEW GOOSENECK LIGHT FIXTURE - B.O. FIXTURE AT 9'-02" A.F.F. CENTER MARCH COLOR LEGEND. z ° v 0 a m c� m 0 T TEMPERED GLASS ¢ o FIXTURE ON PIER (TYP.). r H N N N N N N N N 5 BUILDING ADDRESS SIGNAGE: NUMBERS SHALL BE OF A CONTRASTING w F in N: M c M 6 o COLOR, A MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF i' AND SHALL 0 o° � No BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREE. FINAL SIZE AND a o 0 0 0 0 0 0 LOCATION TO BE DETERMINED IN THE FIELD WITH FIRE INSPECTOR AND w - TENANT. ALL SIGNAGE TO BE SUBMITTED TO LANDLORD FOR REVIEW AND COLOR LEGEND H o APPROVAL PRIOR TO PERMITTING. 0 6 NEW CMU WALL PAINT COLOR TO MATCH COLOR LEGEND. PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR ¢ ' OWNER/ARCHITECT REVIEW. o PA/PM A. CATALDO 7 ROLL UP DOORS WITH WINDOW PANELS. (DEFERRED SUBMITTAL) E 00 A SHERWIN WILLIAMS c¢c DRAWN BY F.T.M. / M.H. 8 INSTALLATION OF A NEW ORCHARD SUPPLY HARDWARE PROTOTYPE GABLE TRUSS COBBLE BROWN SW6082 E AND SIGNAGE. TRUSS MEMBERS SHALL BE AS FOLLOWS: w JOB NO SNR12-0011-00 z < B BENJAMIN MOORE N cn b. WEB MEMBERS:06x6 ALASKAN OxYELLOWSCEDAREOR EQUAL.DAR OR EQUAL. \ / SAN ANTONIA GREY AC-29 GABLE TRUSS FRONT PORCH COLUMNS a o C. ROOF JOISTS (PERPENDICULAR TO TRUSS) 2x10 ALASKAN YELLOW < SHEET -o SHERWIN WILLIAMS CEDAR OR EQUAL. © NOMADIC DESSERT SW6107 c' T. 1/2" THICK OV ALASKAN EXTERIOR GRADE PLYWOOD OVER 2x6 z A4 •N TONGUE-AND-GROOVE AASKAN YELLOW CEDAR (OR EQUAL) DECKING SHERWIN WLLIAMS Q n INSTALLED PERPENDICULAR TO JOISTS. < D ORCHARD SHAMROCK GREEN 0 o e. FASCIA: 3-1/8" x 12". MANUF: PARALLAM. CUSTOM COLOR w, i f. CONNECTION: CONCEALED CONNECTION UTILIZING STEEL KNIFE PLATES w AND Y4" DIAMETER BOLTS. CAUTIO\ : IF T- IS S- -=- IS \ OT 30- x42- IT IS A RE3JC-D PRI \ T 6 M ai © .1 W i A6.3 © A6.3 3 T.O.R U U r z 1 i 1 !!; rte., '' a_. 5 ° cs ,41 < < 0 )T1 ( ) ortDo 10 T.O.P. +24'-10" -J w 0 w Z ' N U RS E RY �_ / . . ,ft 0 via 2 © 9 s N 0.9 Ln _- B.O.S. S ~ +17'-10" 1\72 AI. T.O.R.��� o G ' 3 c 12 / / 12 +15'-11„ Y m .2 to e, h 'Eo i 5 4 28'-9 7/16" w p G C r. rn P 8 \ —� a 8 = G ° m � ° C N N To c N N R . Cot N cn P.w 5 o t) \ // Z Lua- aul L • -[1.7 z IN A\ .\ N Q Li _ y q W = ; w F.F.E. w KI • \ \ ,,- f 0' 0" m w 3'-0" 6'-0" 3'-0" 9'-9" 3' 0" J / / / / / / / SLOP Oq / 33' 9" / , a D ( A < C VERIFY B °z a 5 Z 0 L z w ENLARGED EXTERIOR ELEVATION O w SCALE: 1/4"=14-0" Q U '° J l I 5 m Z w tl _ 4 _— ~ FBI n u I I L - - - --- - - U 3 I _ :telt CT w 4 0 0 I I 1 - <c aD W - - J -.T a U tY COFFEE SALES RECEIVING u) 0 (' _ SHOP VESTIBULE AREA STOCK ROOMS n ca 113 100 c 101 102 o t - r 1 I E !�L t.J jr 4 - _ _ _ — - - _ _ w Qao L 4. O m of CO O U k J O TYP. 19 `o ,n I 1'-11" I 14'-9" r i, / / t A8.32 at A .../ �� o _ i � ' TYP. 10 I ^ X - 4 - w\ T I I A8.3 Luuj - - - - 1 - - - - - co 5 - f - 34-0" 6 - 3 - 64-0" / / / / / / / / / / f / I I 1 W v z L X N I I I I I I Y O (n / 4' 2" / �/ 1' 7" 18' 5" 1' 7"f T / 5 2" f 94-0" / 6' 2" 104-1" / 94-0" / 5'-2" / �/ 1'-7" 8' 5" 1' 7" /� / 4' 2" f w LC CC w I I I I I ¢ U r Q o 2O'-O" 1 104-8" k 10'-4" 204-0" o z W ¢ z q � q II I 1 D 3 ix • Qq 3 1 CO v A6.3 O w o w J O O U w m JN N 0 LL_ w O Z �,�( I- r---:I - v O J Q Z ENLARGED FLOOR PLAN a O Z SCALE: 1/4"=1'-0" m Q a g J F- 8 S F Q m m W ELEVATION NOTES LEGEND ®® J N CC SEE SHEET A0.2 FOR GENERAL NOTES ~ Z al w0 m m W J J c m 1- Z K Z Q 1 GALVANIZED METAL PAINT COLOR TO MATCH. 14 OPEN FRAMING. VISION GLASS i 0 4 1 i t= w a o O U rr- � � winwv� 15 NEW STOREFRONT SYSTEM. m m ° w ° w 2 NEW STUCCO PAINT COLOR TO MATCH COLOR LEGEND. Q m m N C m ° CC z CD 0 3 NEW STRAIGHT DECK TYPE "S" 7/8" AND COLUMN, STRUCTURAL BASE AND 16 INSTALL GRADE ENTRANCE MATTING SYSTEM ov � r r w z w w v FRAMING, SEE STRUCTURAL DWGS. ( ) MATWORKS" PROVIDED BY TENANT. ° r r _, a -I _, -CC 17 NEW SIGNAGE UNDER SEPARATE PERMIT. zz Lu 00 o O mom o o 4 DOWN-SPOUT AND GUIIER. r N N N N N N NN D 5 DECORATIVE FENCING WITH SECURITY MESH ON INTERIOR FACE. 18 PROVIDE NEW "GREENHOUSE" STRUCTURE. w w a Cri COLOR LEGEND o Q ' " '< cr; O 19 EXISTING COLUMN TO BE PAINTED REFER TO COLOR LEGEND. 0- o r o o a a o 6 NEW GOOSENECK LIGHT FIXTURE - B.O. FIXTURE AT 9'-02" A.F.F. CENTER d c o o ° ° o o - o FIXTURE ON PIER (TYP.). 20 NEW SIDEWALK REFER TO PLANS. PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR = -5 OWNER/ARCHITECT REVIEW. '- 7 BUILDING ADDRESS SIGNAGE: NUMBERS SHALL BE OF A CONTRASTING COLOR, A w , o MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF }" AND SHALL BE PLAINLY SHERWIN WILLIAMS 6 VISIBLE AND LEGIBLE FROM THE STREE. FINAL SIZE AND LOCATION TO BE A COBBLE BROWN SW6082 z cn PAI PM A. CATALDO DETERMINED IN THE FIELD WITH FIRE INSPECTOR AND TENANT. ALL SIGNAGE TO BE o_ 5 SUBMITTED TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO PERMITTING. BENJAMIN MOORE ~ 0 B (`:5 DRAWN BY F.T.M. / M.H. N 8 PAINT THE ENTIRE EXTERIOR WALLS, REFER TO COLOR LEGEND. SAN ANTONIA GREY AC-29 GABLE TRUSS/FRONT PORCH COLUMNS Li c7 SHERWIN WILLIAMS w JOB NO SNR12-0011-00 z 9 SIGNAGE UNDER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY. Q NOMADIC DESSERT SW6107 cncr- cn 0 10 NEW CMU WALL PAINT COLOR TO MATCH COLOR LEGEND. SHERWIN WILLIAMS < SHEET D ORCHARD SHAMROCK GREEN 0 11 ROLL UP DOORS WITH WINDOW PANELS. CUSTOM COLOR z A6 . 1 N 12 NEW WOOD POST & CONCRETE BASE BELOW, SEE STRUCTURAL DWGS. m - 0 13 NEW WOOD TRIM. w w H CAUTIO\ : IF THIS S- -ET IS \ OT 30"" x42"" IT IS A REDUC-D PRI NT as a W Q A6.4 2 o O z CU A6.4 0 ® 0 0 Z Euj U V Z W O E U C I I i—= L o O A o L46% d T.O.P. w +24'-10" J al T.O.R.dick' (Id 3 Mail ._at4lSl t. v, g'\ &993 1■1��1■P1d.17/.17/.17/117.0.011d.11DIMI1d�1/MIdOl MMIIMIMMldM1:/I1d.1■/.1.01■/.1■/.1d.1■/�1■/.1■/.1./.1./11■0%011./.1■/.1011■/�1■/1i■/.1■/.1d�1■/�1■/11•011■/�1■/.1d01■/�1■/�1■/�1■/�1■/�1d01■1.1./.1■/111■/.1■/.1■/.1■/�1dA1■0%0114■/�1■/110.1■/11■//1■/�1■/�1d>�1d!IdIld SINI�ld�1■/I1 CO lir H A R D W A R E" lir T.O.R. ti +15' 11" o E A. A A co�' m z B o ,' i U N —} m U J p ‘co N is, ?�❑may, G LO u 0.S E. N in Lei • / / / j N N e3 i . CC ; cm m ¢. O\ / / / / (3)- N Z B.O.S. a d �'_ _ c.)- -- +8-10 N O r I 7 / r lo % % w yC • r ICI 0 > O T ' NI b I 14;1' i 1 t ne":7 4,:t I' r ( \ \ 1 I—` F.F.E. AL a 4s�v, �! `" �t��3 ±0,-0" c '4"'�ro2w s 3'-11" 6'-0" 3'-11" 3'-0" 6'-0" 3'-0" -/ / / . a D / / / / m • N • ENLARGED EXTERIOR ELEVATION SCALE: 1/4"=1'-0" )1) a z U U) E w 0 0 w J Q (/� / 23'-8" / SALES 0 I0 AREA w 4'-11" 13'-10" 4'-11" 101 0 ejr t A- w M U W Z y r Ces a c w Q (2 3'-6" 6'-11" 3'-6" 3'-0" 6,-0" 3'-0" - J cn 1� � � / � ,� / / .� / Q a (n O SSG o O LL Z o a 5o 134 j Luz t. 0 M I Col NURSERY N r Op I ® II ® 112 ® 06 CO F O U CD ° b Q 0 T 1 u7 O w t Ni r T H TYP. 19 ■ f _ / A8.3 >k< 1 1 ' I 1 I Z w A _ ` ►� _ ea _::` _ _ s _ m 1' 7" 14' S" 1'-7' 14'-5" 111-7" 14' S" 1' 7" 14' S" 1' 7" / / '� / I 'C / I' 1 d S1 �1 y 161-9" 16'-0" 16'-0" 16'-0" 16'-0" 16' 0 x 9 / / / / z p p Y U J— �\ J_ i 1 Q `r `r Q. • q N K 1 w w 0 N S <• U a z 2 .i (/) _a \ • r Q • IE o 'nsk \ \ z a 3i cc iii / 3' 8" / 13' 10" 3' 8" / a o I z w w w CO Q. Q 5 m LiJ 0 -I `L' `� F.- W N N 0 C4) 0 0 0 LL Z J W O r oN Q 7 2 L ENLARGED FLOOR PLAN i2� z o SCALE: 1/4"=1'-O" \___,y m Q J r o a „ U > U- ELEVATION NOTES LEGEND a W , z z 2 f-- w w SEE SHEET A0.2 FOR GENERAL NOTES w J 5 5 M o W m am1cnI— cn C° 1 GALVANIZED METAL PAINT COLOR TO MATCH. 14 OPEN FRAMING. % '- C� x ¢ ¢ 1~- v) a o ¢ o VISION GLASS m 1- I- wawa - 2 NEW STUCCO PAINT COLOR TO MATCH COLOR LEGEND. c? w w in O 15 NEW STOREFRONT SYSTEM. } < m m m w o d Q > > ? Z Z 3 NEW STRAIGHT DECK TYPE "S" 7/8" AND COLUMN, STRUCTURAL BASE AND 16 INSTALL GRADE ENTRANCE MATING SYSTEM S J U) N z z o z o z FRAMING, SEE STRUCTURAL DWGS. ("MATWORKS")MAPNORKS" PROVIDED BY TENANT. a Z )- ›- W a -I -I c 4 DOWN-SPOUT AND GUTTER. 17 NEW SIGNAGE UNDER SEPARATE PERMIT. z W v v U a m U m U i -0 5 DECORATIVE FENCING WITH SECURITY MESH ON INTERIOR FACE. 18 PROVIDE NEW "GREENHOUSE" STRUCTURE. w N N N N N N N N w COLOR LEGEND ° ,- I� CO IO (O I3 cc; (D 19 EXISTING COLUMN TO BE PAINTED REFER TO COLOR LEGEND. � � 4 u-i � � � m m o 6 NEW GOOSENECK LIGHT FIXTURE - B.O. FIXTURE AT 9'-02" A.F.F. CENTER a o 0 o 0 0 0 0 — FIXTURE ON PIER (TYP.). 20 NEW SIDEWALK REFER TO PLANS. PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR w OWNER/ARCHITECT REVIEW. E- ° 7 BUILDING ADDRESS SIGNAGE: NUMBERS SHALL BE OF A CONTRASTING COLOR, A w MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF }" AND SHALL BE PLAINLY SHERWIN WILLIAMS a S VISIBLE AND LEGIBLE FROM THE STREE. FINAL SIZE AND LOCATION TO BE A COBBLE BROWN SW6082 cn DETERMINED IN THE FIELD WITH FIRE INSPECTOR AND TENANT. ALL SIGNAGE TO BE o PA/ PM A. CATALDO E SUBMITTED TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO PERMITTING. BENJAMIN MOORE 1=9 O < B as DRAWN BY F.T.M. / M.H. c, 8 PAINT THE ENTIRE EXTERIOR WALLS, REFER TO COLOR LEGEND. SAN ANTONIA GREY AC-29 GABLE TRUSS/FRONT PORCH COLUMNS E. c Q SHERWIN WLLIAMS w JOB NO SNR12-0011-00 z v 9 SIGNAGE UNDER SEPARATE PERMIT SHOWN FOR REFERENCE ONLY. NOMADIC DESSERT SW6107 N° 5 10 NEW CMU WALL PAINT COLOR TO MATCH COLOR LEGEND. SHERWIN WILLIAMS Q SHEET D ORCHARD SHAMROCK GREEN N o_°- 11 ROLL UP DOORS WITH WINDOW PANELS. zu CUSTOM COLOR A 6 .cN 12 NEW WOOD POST & CONCRETE BASE BELOW, SEE STRUCTURAL DWGS. < r ) a - 13 NEW WOOD TRIM. w w CA„ TION : IF T- IS S - =-T IS \ OT 30- x42- I - IS A RE3 ., CE3 PRI \ T M d g w r z ei w O Tso E m U 't„1 t� ow w Z d 0 0 © < U ,._. s_o ,o o L4 ES FIB N W a� OD p En U J ¢ 13 M RS I I I Li J ¢ 3 w . O I w U O Z w M Go 2 T.O.R 2 ~ a 1 +24'-10" o ~ •E - "9IIOIItlNNONiIII •a•a.aa.a.aaaa•aMaaoailO1i11111l CC c.up O , A8.3 1 m N K � aN° A T.O.R �-I/11 IV + 5/8" - 14 f/ ; Jnfl huit! �p 1t1 I >- N N a, .' _ U B.O.DECK g _ ji N I gat TOR Y \ '3 J IIIIIIr +1 T-g" —} — h — - - - — ¢ I t?... I 1 Ii " 4i r T • ,_I I 1 I m �-,c �J cb _ - B.O.S. _ ___L Li I -, C-; 474 �1 T.O.GLASS - - \T.O.M. y - o �+ +13'-2" I � � I ; '° ' _1 / / I N;n 13 B-O.S. o i +8'-1O" C.O.M. - z 0 I\ ! B.O.M. ' - °L. N 'l I ° w• I I J/ / / III U `J w /'�U W' Z ? / ,:. 8 N w ow JH / ^ o a oO I Y 3 Q c� • I g 4 - - - ,- -\ 4 uV cn W vs F.F.E F.F.E F.F.E I ( I- - -. - :� ._. ' .� .. _ .. , > tO ' I I I III-III-I -I !-1 -II I �-III I-III- I I III III 1 '. I- tD'-O' - C- - �� - - —t - - - --I- - -, �- I 1 1 III I I III 1 I t l l _ - 1 � ' + � I'.. - — .1 LL — —III — - -1 - - •,, - - - ! j III— j— ( ! 1 l ! ! ( I T-"'r 1 I ! ! ! -! ! j j ! ! - j j j- w L -' -i III-I 'III- -III I ( -' ( 1 ! —I 1-1 —! ! 5 II o E WALL SECTION WALL SECTION 72 SECTION � o CO SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" \2} SCALE: 3/8"=1'-O" \I2 5 a O w r 3 F- z w WI w ‘1 ca a O r BOTTOM CHORD OF WOOD TRUSS. m REF. STRUCT. DWG a E w / / / / Y o 0 5 \ \ Y cx H Q U r ° W Z Z Z K O ¢ Z (.) 24 GA. G.S.M. STEEL COPING, z w w PROVIDE EXPANSION JOINTS, ALL CORNERS TO BE MITERED, SEAMED ° o z PAINTED WOOD TRIM, & SOLDERED cnuj `_ ``' 4 SEE STRUCT, DWGS D O U `" RUN WEATHER-RESISTANT m COPING BOOT AT INTERSECTION OF MEMBRANE OVER P.T. PLYWD. &UNDER CONT. CLEAT z Z ~ : `� PILASTER AND COLUMN J O Q N o J N CONT. SEALANT SECURE COPING WITH SCREW & r r - - - NEOPRENE WASHER SLOTTED HOLE FLASHING 2'-0" O.C. z L} <\ W J \ _ -_-_ -_ - _ /2" PER FL SLOPE . Cl) J , �� _ O a I- -� -- - < J „ m (9 co w ¢ � � stl \ 7/8" HT DECK TYPE "S" PLAN SPECIFIC NOTES LEGEND a 1- Z cn CC z ■o FASTENERS; WITH METAL BACKED LLI a - - NEOPRENE WASHER. 20" O.C. 2EAAVERS PROOF BARRIER °� co ¢ a I- n ¢ O ¢ o ,t- 1 \ SEE SHEET A0.2 FOR GENERAL NOTES w J J c _ Z z cID ALL EXISTING SHADE TO REMAIN a -- = I- I- w �- (n �- ET) CONT. CLEAT (ROOF I - w - I: ! II ROOF FRAME, WALL AND FOUNDATION 0 m >REFER TYPE "R" 1-1/4". m ° w 0 MTL STUD RAFTER lei - o a a > i O cc i /2' PPLYWOOD SHEATHING ESTG ROOF SUCE TO REMAIN. o r z�� i �� iy� z a z o --- ',[ SUB-FLASHING AT CORNERS w J w o COLUMN REF. TO ,I 11.n !n' 3 8"X8" WOOD POST, REFER TO STRUCTURAL DWGS. ° - ~ d J ° J ° J i STRUCTURAL DWGS �`'li e, WITH 4" END LAPS WITH CONT. z¢ v v v a m v m v I' �tit CAULK CAULK AT LAPS 4 NEW SIDEWALK REFER TO CIVIL DRAWINGS. >- II II N N N N N N N N -p `1 .f— VERTICAL CORRUGATED METAL •0 a lit 8 L WALL PANEL. :II --- �" I OUTSIDE CORNER FLASHING 5 CONCRETE CURB, REFER TO PLANS. o Q N o N N a o ! _ _ �I (1 II O I■1 1/2"P.T. PLYWD. SHEATHING U CC O 4 u-i c0 6 ri m a> O o I 6 ROLL UP DOOR WITH WINDOW PANELS. a ° 000000 ,- �,i OVER LT. GAUGE METAL w o II II FRAMING NEW STRAIGHT DECK TYPE "S" 7/8" AND COLUMN, STRUCTURAL BASE AND II ;� 7 FRAMING, SEE STRUCTURAL DWGS. w a II a .4 NEW COLUMN HSS 6x6x5/8, COUNTER FLASHING 4 tii T SEE STRUCTURAL DWGS. / 8 NEW COLUMN SEE STRUCTURAL DWGS. a 1 / :I. db N // J OUTSIDE FOAM CLOSURE WITH z PA/PM A. CATALDO CONT. SEALANT rg CONSTRUCTION BASE BELOW CHAMFERED ON TOP. o 5 I I I+• . NEW CURB. SEE SLAB PLAN FOR ;n 3 7 TAPE SEALER TOP AND 0 DETAILS n ° ` BOTTOM, TYP. 10 WOOD TRUSS, SEE STRUCTURAL DWGS. DRAWN BY F.T.M. / M.H. z / 6" 6 _ \ BACKED NEOPRENE WITH METAL 11 NEW SIGNAGE UNDER SEPARATE PERMIT. Q 3 -8" ABBREVIATIONS w JOB NO SNR12-0011-00 @20" O.C. 12 CORRUGATED METAL PANEL PIER BEYOND. E_> 4'-8" = z SHEET DE 13 NEW STOREFRONT SYSTEM. 0 T.O.M. - LINE OF CONC. BASE BELOW, o CHAMFERED TOP F.O.M. = FACE OF MULLION B.O.C. = BOTTOM OF CONCRETE 0 © A 14 BRACKET. C.O.M. = CENTER OF MULLION T.O.P. = TOP OF PARAPET g A6 • 4 "' B.O.M. = BOTTOM OF MULLION F.O.FR. = FACE OF FRAMING < PILASTER / COLUMN DETAIL AT ENTRY CANOPY CORRUGATED METAL PIER 15 NEW GOOSENECK LIGHT FIXTURE B.O. FIXTURE AT 02" A.F.F. CENTER T.O.C. = TOP OF CONCRETE B.O.FR = BOTTOM OF FRAMING ° • D FIXTURE ON PIER TYP. . N SCALE: 1-1/2" = 1'-0" SCALE: 1"=1'-O" ICL_PLAN_-DETAIL ( C.O.R. = CENTER OF REVEAL =Lu Hr CAJ 110\ : IF I - IS SHEET IS \ OT 30x42- T IS A RE3 C-D PRI \ T Y PLAN SPECIFIC NOTES g f4 0 (9) 0 0 0 SEE SHEET A0.2 FOR GENERAL NO >_ w>_ 5 1 EXISTING STOREFRONT WINDOWS AND DOORS TO REMAIN. Luz LLI to 2 NEW STOREFRONT WINDOWS AND DOORS. z i o 3 1 a A6.4 3 TYPICAL WALL STYLE GONDOLA FIXTURE. g I���yylll o U O 4 P 4 PENDANT LIGHT, SEE ELECTRICAL DRAWINGS. 5 U TYP. ,, ° i P 142 1 4 - - - - - -j- - - -, - — - - ° I Mil B/LIGHT NG� a "� e16' O" m �/ O ,� o w b W % i i % % i i i Ar t I OPEN I I i w y co a / / % / / / / �— E RANGE ! o 1 w , ® , j 1 W , o Ow a— , \ Ai 1. \ \ - - F.F.E. w a°, m �,-0" F m 3 2 3 0 .; rn ' TYP. SALES COFFEE TYP. co m AREA SHOP i g - 101 , H 113 8 ec o E ,e L, t. V N !" m 6 V p c C1 W i G C r o: c INTERIOR ELEVATION G up .o SCALE: 1/8"=1'-O" A r , I °� S °� ❑ N ti a. .A `ao .c N y a. Z 0 U z a a w U (n 0 0 0 /4) \. 0 ® 0 Y Z W n/ V H t o V b CI 'Elr m s ' 4 j - 0 17-4 Cal TYP. - \ P `>`� S d d o P I i 0 i i o P i / ( -PP ) B/LIGHTNG AIL 16'-0" a cow 0 I = — O 1 I N Z W M W i , HE y o 4.1 me b �`� • _ \ \ F.F.E. AL bu N_ 0 -0 0 cc - 3 2 3 2 3 w TYP. TYP. SALES TYP. 0 J AREA w �y� —I 101 Z } W E INTERIOR ELEVATION a 0 SCALE: 1/8"=1' 0" B _ '; Q W , U � J —1:144:7 U? o Q U U � © © © w a Q csw (75 °� © r---- LEGENDS z 82 0 COI— VISION GLASS r DI CO 0 O T TEMPERED GLASS a 0 4 / \ P � a ccw f TYP. \ FINISH LEGEND P - T - \ - - - - -H \ _ - - - I ! B/LIGHTING WALL FINISHES P / 16'-0" IT _ P ITEM. PAINT - TYPICAL THROUGHOUT, U.O.N. w z v MFR: SHERWIN-WILLIAMS F- I 1 I COLOR/NO: TOURCHLIGHT / SW 6374 w �___ 1 _° FINISH: XXX c =MINI � ( __z ; I P ITEM: PAINT ACCENT r i � w I b b © MFR: SHERWIN-WILLIAMS i- �_a_ i I w \ COLOR/NO: RED BAY / SW 6321 a I I FINISH: XXX X i I � 1 j P ITEM: PAINT - ACCENT Y o _ I © �� • © MFR: SHERWIN-WILLIAMS 0 �, _ , F.F.E. COLOR/NO: HOUSE PLANT / SW 6727 w 3 0'-0" FINISH: XXX co w �P © P ITEM: PAINT - ACCENT a a Z SALES 4 MFR: SHERWIN-WILLIAMS w zo Lo AREA COLOR/NO: GOLDEN RULE / SW 6383 z r 1- —I 101 I FINISH: XXX ¢ w -5 z 08m P ITEM: PAINT - ACCENT ° W ,_© MFR: SHERWIN-WILLIAMS INTERIOR ELEVATION COLOR/NO: NOIRE / SW 6127 a zul o LLI Ce FINISH: XXX Z SCALE: 1/8"=1'-o" m ITEM: PAINT - ACCENT 5 0 NN 6 MFR: SHERWIN-WILLIAMS COLOR/NO: PURE WHITE / SW 7005 z N o FINISH: XXX a ; ° v P ITEM: PAINT - ACCENT !n © MFR: SHERWIN-WILLIAMS o W W 0 0 4 0 0 0 COLOR/N 0: GECKO / SW 6719 c W FINISH: XXX m RI ITEM: PAINT ACCENT ¢ ~ \ 8 / MFR: SHERWIN-WILLIAMS 0 '2 COLOR/NO: CHERRY TOMATO / SW 6884 2 — og m cn FINISH: XXX //�// m w W LL J z d' P ITEM: PAINT - ACCENT W ci Z Z 9 MFR: SHERWIN-WILLIAMS w ~ Q w :I- g Q 4 P FINISH: XXX — vita WOWO- COLOR/NO: COBBLE BROWN / SW 6082 ° w J J H Z W' Z 2 P 10 MFR: SHERWIN-WILLIAMS a z z -z z � 7- TYP. P ITEM. PAINT ACCENT E m= ° w ° w c 0 0 \ o o o o /--cR B/LIGHTING COLOR/NO: NOMADIC DESERT / SW 6107 w ¢ ° w ° w FINISH: XXX o 16'-0" P TEM: PAINT ACCENT Q U U U d m U m U j w MFR: SHERWIN-WILLIAMS } � N N N N N N N N COLOR/NO: ORCHARD SHAMROCK w L S FINISH: XXX Q N O N N �1 ° _ FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING Cl.. 0 0 0 0 0 0 0 o , co=w - PAINT SEE www.waremalcomb.com/ws/09900-OO1.pdf = s , - W I I o o W ! ZN I K7i) ITEM: RUBBER BASE a � > 1 MFR: ° COLOR/NO: z PA/PM A. CATALDO - �, SIZE: E3 _�_I __ F.F.E. n DRAWN BY F.T.M. / M.H. 0 N T 0'-O" & 3 3 w Joe No SNR12-0011-00 w TYP. SALES TIP. 0 AREA o -I 101 ¢ SHEET AN 0 N INTERIOR ELEVATION Ji! A . 5 C CA ., TIO\ : IF T- IS SH ==T IS \ OT 30- x42- IT S A R =3UC -3 PRINT SEE STRUCTURAL 1 DOOR SCHEDULE =SEE SHEET A0.2 FOR DOOR GENERAL NOTES o a W la 76 n DOOR ROOM NO. ALL DOOR THICKDOOR1-3/4" U.N.O. FRAME FIRE HDWARE REMARKS O a N0. & NAME RATING N0. z ` i' -ALUMINUM _ UMINUM CONCRETE WALL TYPE WIDTH HEIGHT THICK MATERIAL FINISH MATERIAL FINISH STOREFRONT FRAME w I Q 100 _ NARROW STILE CLEAR ALUMINUM CLEAR - v a 100 A PR.S-0" 8'-0" 4 a VESTIBULE ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED _ w 1 el 100 NARROW STILE CLEAR ALUMINUM CLEAR 100a A PR.3'-0" 8'-0" o BACKER ROD AND C SHIM AS REQUIRED VESTIBULE ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED U 100 NARROW STILE CLEAR ALUMINUM CLEAR - w SEALANT ‘C100-1)) VESTIBULE A(SIM.) 3X 3'-0" 8'-0" - ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED = U 100 NARROW S11LE CLEAR ALUMINUM CLEAR - o O o t OOc A PR.3'-0" 8'-0" I y- a 3/4" VESTIBULE ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED Y`, -_ 101 - HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. o rT, 5 EXTERIOR 4 INTERIOR C101� D 3'-0" 8'-o" F.1� INTERIOR INTERIOR SALES AREA a 4 102 A.B.S. PAINTED ALUMINUM. GALVANIZED 102 B PR.3'-0" 8'-0" PER MANUF. * m p RECEIVING STOCK ROOM STEEL —'�� ` 103 103 MEN'S RESTROOM D 3'-O" 8' 0" HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. S BLDG. LINE —_ . 3/4" CHAMFER TYP. 104 HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. _ _ - w II, 104 D 3'-0" 8'-0" - - GLASS BEYOND e ..I WOMEN'S RESTROOM cc J ALUMINUM STOREFRONT 105 HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. <- 105 D 3'-0" 8'-0" - - - -.1 INSULATED SYSTEM STORAGE w , DOOR STOP AT JAMB GLASS 106 HOLLOW METAL. PAINTED, HOLLOW METAL. PAINTED. - o 106 D 3'-0" 8'-0" - -'l MI BEYOND ROOM Ills 107 HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED F- BOTTOM RAIL TO MATCH 107 CONFERENCE ROOM D 3'-0" 81-0" - z DOOR FRAME WI N DOW H EAD JAMB S I M . ) \ CI 08D COMPUTER ROOM D 3'-O" 8'-0" - HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. u M rn EXTERIOR RAIN DRIP DOOR 7 110 HOLLOW METAL. PAINTED. HOLLOW METAL. PAINTED. - °y' d' BOTTOM SWEEPS (VINYL) WITH SCALE: 3" = r-0" EW1SF-Conc_hd_ins_ff-01 110 OFFICE D 3'-0" 8'-0" - - .- 1 ' STAINLESS STEEL FASTENERS. 111 A 3'-0" 8'-0" NARROW STILE CLEAR ALUMINUM CLEAR _ - = c 4 o COLOR TO MATCH DOOR. PALLET SOILS ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED D •n o 111 WROUGHT IRON GATE, PAINTED. WROUGHT IRON. PAINTED. EXIT DOOR FROM PARKING, PROVIDE PANIC HARDWARE. 111a F 3'-0" 8'-0" 2" - - cc 'w `.. ccc P PALLET SOILS m m o N THRESHOLD SET IN SEALANT B Gr rn 111 WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. ROLLING GATE AT NURSERY BY-PASSING .AND SEAL EDGES OF ENDS 111b G 4'-9" 10'-0" 2" - - ( ) v PALLET SOILS J m E N <r I 112 NARROW S11LE CLEAR ALUMINUM CLEAR - - ^ '� " `V PEMKO 170 _ OR 171 _ ® NURSERY A 3'-O" 8'-0" ALUMINUM STOREFRONT ANODIZED STOREFRONT ANODIZED = m m 2 '5 ry`1r INSULATED GLASS 112 WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. EXIT DOOR FROM PARKING, PROVIDE PANIC HARDWARE. ti a .a cc u N y a. 1'I 012a� NURSERY F 3'-0" 8'-0" 2" r U'� lr r, ��; �' 112 WROUGHT IRON GATE. PAINTED. WROUGHT IRON. PAINTED. ROLLING GATE AT NURSERY (BY-PASSING). z \_ .� 12b NURSERY G 4'-9" 10'-0" 2" - - w FILL CONSTRUCT ON CONTROL 113 PLASTIC LAMINATE. - - - MILLWORK DOOR 0 a ( JOINTS THAT CONTINUE UNDER ALUMINUM STOREFRONT ® H 3'-0" 3'-6" 1-3/4" (PROVDE BY MILLWORKER) cn o i� a THRESHOLD WITH SEALANT. SYSTEM COFFEE SHOP 0 a iii Z a a 1/2" EXP. JOINT MATERIAL, z <°'p:`� a ,WHERE OCCURS p p T TEMPERED GLAZING iiLd s-- Pi��EXXTT RIIOR WALLS SLAB AN° DOOR HARDWARE DOOR TYPES O c3 'dEXTERIOR INTERIOR OA ALTERNATE THRESHOLD THRESHOLD SET IN SEALANT ' y3 ' 5 N, in SEE SHEET AI FOR GENERAL DOOR NOTES AND SEAL EDGES OF ENDS, o ,s, e FINISH TO MATCH DOOR FRAME. 1. REFER TO THE PARTITION PLAN AND SPECIFICATIONS (IF PROVIDED) o ��v ® � -- _ �T�'�� FOR ADDITIONAL DOOR INFORMATION. .�. II a PEMKO 2005 _T v Q a >a a 14" X 14" CLEAR > A Q ° VIEWER VISION PANEL, t4 ALUMINUM SLIDING GLASS DOOR NOTES WHERE CLEAR TEMPERED I a m �4 4 6 4' x 1 8" THICK a 2, EXIT DOOR: OCCURS TEMPERED / O ►i GLASS v I ABS WEAR PANEL O I ill N A DOOR SHALL U�LOCKEDHWHENEVER THE BU°LDNG ISHIS EQ. EQ. DOUBLE la II zz STOREFRONT DOOR ® TYP. VERT. i HORIZ. MULLION ACTING BREAK AWAY a OCCUPIED". STAINLESS PANELS FOR n.m.SCALE: 3"= 1' O" EDRSF-Sf_sec_c-01 SCALE: 3" = 1' O" EWSF-Sf�nln_ins_f-01 B. DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF STEEL o A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (C.B.C. SEC. KICK-PLATE STAINLESS STEEL JAMB EMERGENCY 1008.1.9.3) WHERE HERES I KICK-PLATE kli ■I GUARD o 0 0 0 EGRESS C. EXIT SIGNS TO HAVE A MINIMUM OF 6" HIGH LETTERS. / o 3. AUTOMATIC SLIDING DOOR PACKAGE WITH "BREAK-A-WAY PANELS" D C B A o • n INSULATED GLASS AS SHOWN PER PLAN. VERIFY REQUIRED ROUGH OPENING WITH N C DOOR SUPPLIER. DOOR SHALL COMPLY WITH C.B.C. 1008.1.4.2 FLUSH HM DOOR FLUSH HM DOOR TRAFFIC SLIDING GLASS cc ALUMINUM STOREFRONT AND 11338.2.3.2. BREAK ROOM v > 0 INTERIOR ALUMINUM SYSTEM 4. PROVIDE WEATHER STRIPPING OR FIRE SEALS. REFER TO w MJM STOREFRONT SYSTEM o �tl _ p I SCHEDULED FIRE RATING AND HARDWARE SCHEDULE. w W DOOR STOP w 5. THIS DOOR REQUIRES ELECTRICAL CONNECTION. ® - - II 0 �° W Z INTERIOR EXTERIOR . 6. DISABLED ACCESS/EXIT SIGNAGE REQUIRED. v 3/4" x 3/4" — d 4 Q O PICKETS L,J 3 C'? p3 1/2" O.C. w ., 0 < W w 7. PROVIDE CONTINUOUS SURFACE MTD. ALUM. THRESHOLD ACROSS PICKTS r a� °: ) N THE ENTIRE DOOR PACKAGE. FINISH TO MATCH STOREFRONT. ©3/4311x/23/401a J ' �: °� BLDG. LINE 1 WELDED WIRE ¢ � dw t/1 O BEYOND ( MESH, TNT. SIDE. N _ V J I �� r11::_-_-�_ WEEP HOLES COORDINATE grip,MI z � . 1 '- < 0 TRAFFIC DOOR NOTES ! LJI o ,WHN >z GLASS 8HARDWARE BY DOOR SUPPLIER0' a 9 "RUBAIRDOOR, BEIGE FINISHOSH TO FURNISH AND G.C. TO INSTALL. w EXTERIOR WELDED WIRE v MESH. (EA. SIDE IN rIJ PAIR). r ° a a - ° SHIM AS REQUIRED .�.�. CO DOOR DIM. ° ° - ° - 4 4 06 4 = COORDINATE JOINT WITH U H G F E o 0 STOREFRONT JAMB WINDOW SILL STOREFRONT POSITION ALUM. STOREFRONT MILLWORK WROUGHT IRON WROUGHT IRON ROLL-UP SCALE: 3" = 1'-0" EDRSF-Sf_jb_c-01 14 SCALE: 3" = 1'-0" EWISF-Slab_sl_ins_ff-01 w) DOOR SLIDING GATE GATE c, r T.O. FENCE 4 1/2" I ( ' 1 +16'-0" ALUM STOREFRONT !irrietailtIr 7" PER STRUCTURAL z I 5/8" TYPE 'X' GYP. BD. EACH ALUM BREAK a w I ICI �� SIDE OVER METAL STUD. SEE SHAPE OVER � t 2" X 2" X 11 GA. STEEL M- STUD TABLE FOR SIZE AND (HSS BEAM, SEE o CONCRETE WALL/2" X 1 1/2" X �IJ EXISTING WALL. r - m,�� �� SPACING STRUCT. DOGS. a >- POST AT 8' 0" O.C. MAX. I ; ; ; 14 GA. TUBE STEEL SPACING RAILS 1/2" i INSULATION WHERE OCCURS a� -1 SLIDING DOOR HEAD a , ( I 'I METAL TRACK , a w T.O. DOOR ( � �_ } Q j __r TUBE JAMBS 11L9I!]IIiflul 3 5/8" METAL STUD NESTED - C L OVERHEAD RAIN FRAME, 3 AT EACH JAMB AND Y o ! i�j� I _ - DRIP (PEMKO o cc > AT GATE H CONTINUOUS CAULK l �� � - AND BACKER ROD @ a1 a a 6" x 18" x 3/16" STEEL T.O. STEEL PLATE BOTH SIDES. a Li z co cc I-d 16 GA. HOLLOW METAL FRAME PLATES TO RECEIVE GATE !I �li�) z LL, , , DOOR FRAME PER SCHEDULE H - CAST IN PANEL AND PAINTED o a HARDWARE AND FUTURE ELECT. fill '11I I,,; +4 -0" z w }� ^� r o STRIKE/ INTERCOM/ iv o_ o LINE OF WALL \ EX ERIOR i a < w N L - -- - J CARD READER I = a% o ' BEYOND \ _ INTERIOR di-___ o0 0o n II z = ___fly iiiiin.._..r rt' o J ui ',� ° w l DOOR PER SCHEDULE - -- -_ z ¢ o _ _ \ a N1 FIN.GRADE w d 3 AUTOMATIC DOOR o OT — O Q FECONSTRUCTION o PACKAGE O I r _ ¢ � SEE DOOR SCHEDULE o DOOR PER SCHEDULE m t J I VIII 0 � v o ,- 0 N N -----------r- J PUSH/ PULL o w a 0 H r` 18" 0 x 2'-0" DEEP :c € a 3/4"AMB POST / / SEL o I / /POST FOOTINGS MIN. CLR. ULE o N Q - 1 o WROUGHT IRON GATE CONCRETE WALK DOOR HEAD (JAMB SIM . ) HEAD DETAIL DOOR HEAD JAMB HOLLOW METAL DOOR HEAD (JAMB SIM.) o D c i- SCALE: 1/4"=1'-0" ESIFE-Wrought_iron_gate-01 1 5 SCALE: 3" = 1'-0" IDRAL-Head-07 1 O SCALE: 3"= 1'-0" IDRAL-Jamb-03_integral ��� SCALE: 3"= 1'-0" IDRAL-Jamb-03_integral(02 SCALE: 3"=1'-0" EDRHM-Conc_hd_T-01( Iy J i- m Q W E c g m n Q D w 3 (0 fr- z z 00 4" MIN. ¢ w w ,� PER PLAN 5/8"' GYP. BD. 1111 p llj ./ LI DOOR PER SCHEDULE o ¢ m y Q PAINT (TYP.) . = 0 o aaW � o � o LE c MTL. STUDS (SEE '' JAMB BEYOND } O m m m o 0 L:'— PROVIDE REACH w 0 » Z z z o AROUND PLAN) INTERIOR o N N z z - z U 0 LATCH AT INSIDE zzozoz r r w Q J w J w o "Z'' ANCHORS L11111111 2X WOOD BLOCKING , z v a m m U -I I DOOR SWEEP/SHOE - } '5 \ , ( EXTERIOR , SEE HARDWARE SCHEDULE w N N N N N N N N z I ' 1/2" LINE OF JAMB BEYOND , ■® ¢ n cO (xi N cO c-: a:1; co N METAL THRESHOLD o TYP I d O o 0 0 0 1.--: 0 0 °• `o - (11 I ;i . i x , WALL BEYOND. _ LINE OF WALL BEYOND w o ° c� N HM FRAME PAINT , FINISH FLOOR cc ", N a ° DOUBLE ACING f -11111 � o d TRAFFIC DOOR, SEE ice\ oz ,, PA! PM A. CATALDO U SCHEDULE a �i DRAWN BY F.T.M. / M.H. N ' T/0 (N) CONCRETE < a a Q 1/4" TOOLED CONC. 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FT3)A B CON 0 AU 39 41 39 41 9 llll ® C;AJ I O\ : IV I - IS S - EE I H NC•, I ,50" x42 II IS A HED ., C- D PHI \ I iz } Q W PANEL " L " (EXISTING) o To MOUNTING SURFACE DOUBLE LUG NO VOLTS 277480 MAIN MLO z O a-' NEMA 3R NO 200% NEUTRAL NO PHASE 3 BUS 225AMP EXISTING MAIN SWITCHBOARD "MDP" r 1 FEED THRU NO VG BUS NO WIRE 4 A.I.C. 30,000 AIC 277/480V-30-4W. `/ 2 BRACED FOR 42,000A RMS SYMM. Ld N L C K R M B C C B M R K C L N 0 T O I E I K I I K I E I O T 0 ° 0 T LOCATION G N T C S R R R R S C T N G LOCATION T m U C5 E V P C C C C P V E ° 5 S A B C A B C S _ © SITE LIGHTING 2260 ©aa■a 20/1 1 ::::© 20/1 mamma 4278 UGHTING © SITE LIGHTING 2260�• Ems.. 2011 3 :i71: 4 20/1 ■■■■E 4278 ]�,m_1 IN C.T. © °oc W '� © STOREFRONT,NURSERY UGHTS ®a■i 1900 19, ■a■ 20/1 5 ME; 6 120/1 ■■■■20■■:ma 3720 LIGHTING a m �1 Q NEW WTR. HTR. 2000 am:■■:■■■■0 20/3 0�n�: 8 20/1 ■m■■ 18 3348 aaaa UGHIING ■ m A ■ - - 2000 ®■■■■■a_ 9 :[a: 10 20/1 mama 18 :.'.:.-. ' 3347 UGHTING a o S al - sorres 2000 a■■■■ - 11 :._r® 20/1 ■■■■E ® 4092 UGHTING ■ I < nS ■ SPACE as Maniallaillaa■ 13 :::: 14 20/1 a■■■ 9 1116 simmeas LIGHTING ■ \% w N ■ SPACE _as■■■■■■®:ii: 16 20/1 ■■ma20 1860 as UGHTING a U • • • • < J al SPACE ■■■■■■■■®:iii 18 20/1 ■■■■■:■■ m■ SPACE m UGPS 1 2 3 2 w ■ SPACE ■■11111113MIENIMMEM 19 ME: 20 20/1 MENEEMINIENEMMIN SPACE a SPACE MEMMENESSIMMENE 21 122:131 20/1 MENEININIESIIIME SPACE ■ SPACE MINNISSEN a■■■■■■ 23 lam: 24 20/1 samanaaaaama SPACE m 0 al SPACE a■��mmmmaa�®:[�: 26 2011 mmmmm■111111111111111 SPACE a of 200A of 400A °1 300A of 30A z SPACE a■ mama■■®:ii: 28 2011 aaaaa a■ SPACE ■ ) 3P J 3P J 3P ) 3P = n°rn co SPACE ISSONNISS ■■■■■■� 29 :CZr 30 2011 ■ma■■ . ■ SPACE a ° o rn cc as . -� H,,,■ 3, ion 201 I,,,, , I o ° o SPACE Ma■■■■■■■ 35 •::r 36 20/1 ■■■■■■■�■ SPACE a - - - - - ° bc 8 - SPACE INNIENENIMIMINIME 37 1=: 38 20/1 ■■■■a■NIEN51111111 SPACE a ° 3 s o ■ SPACE �a■®■■■■■a� 39 :[:: 40 20/1 ■■■■■IM■■� SPACE a 0 o °� av r V SPACE ■�®a■a■■■■a� 41 :°o: 42 20/1 aa■■■■�ass SPACE a _ m '>o U ti •B o �°'•, A= 13002 B= 13745 C= 11712 H o "2 v v e ! N W/LCL A= 15753 W/LCL 8= 16681 W/LCL C= 14140 - z z z z ¢ B y ¢ r o ` Igo TOTAL VA= 38459 W/LCL= 46574 W/LCL AMPS= 56 TOTAL LCL= 32459 X.25= 8115 x x x x ° m oc C N HIGH PHASE VA= 13745 W/LCL= 16681 HIGH PH W/LCL AMPS= 60 HIGH PHASE LCL' 11745 X.25= 2936 '' d a v TO EXISTING UTILITY TRANSFORMER ¢ a w o N PANEL •' B " (EXISTING) ° z ci MOUNTING SURFACE DOUBLE LUG NO VOLTS 120208 MAIN IVLO I (E)TRANSFORMER "T7" 225 KVA 480V-34 ® a u) NEMA 3R NO 200% NEUTRAL NO PHASE 3 BUS 225AMP (E) (E) I 1 208/120V, 30, 4W. (E) cc FEED THRU NO VG BUS NO WIRE 4 A.I.C. SERIES PANEL PANEL EXISTING 1#3/O E,.G � p La cc z L PP m CD r.5° N L C K R M B C I C B M R K C L N _ CD� cNM2 � N 0 T O I E I K 1 1 I K I E I O T O = 0 �om rnN T LOCATION G N T C S R R ! R R S C T N G LOCATION T LT-1 Z o m in n o c Q E V P C C C C P V E o ¢�rn Isl S CASH OFFICE RCCE'is 650 A B C 1 20/1 1 2 20/1 1 500 B C DOORBELLS S N ° co z o 0 • J CASH OFF CERECE'is 650 m�a■mom 20/1 3 :ri: 4 2011 1 mmm■a 300 SHOP/STRIP LTS a w w I° U a,° ° a J CASH OFFICE RECURS I® 650 mama 20/1 mama 6 20/1 1 Eamon 29 COLOR CENTER a w J RECEPTACLES 1080 na 6 a 6 a 2011 7 •::: 8 20/1 momma 300 ammala SHOP/STRIP LTS a m • J RECEPTACLES ea 900 ma:■©■©■ 20/1 9 :::: 10 20/1 gammas 1000 'ams FLUSH MOUNT LTG. a • • J REFRIG. INIM ® 900 ■■■o■ 2011 11 :gram • unw^ _ _ •,• uownlaj 1Ii s a c J SERVER ROOM 800 aa■aaaa■ 20/1 13 ME:E124 20/1 a©■aa 1200 ma= FLUOR. LIGHTING a$ ° J SERVER ROOM 800 tea■■■a 20/1 15 fl& 2011 a©a■m 1200 FLUOR LIGHTING a _ _ _ z MULTI TOOLS �® 1000 a■■v■ 20/1 ®:::a 18 '44iryyy�/yp , rrt�a'`��-i�.:A�.f..o dcy © DISTRIBUTION PANEL "DP" N ROTORY TOOLS 1000 s�maama 20/1 19 Erg: 20 20/1 a■■om 180 REC a •) 600A 600k 120/208V, 30,4W. o REC 180 aaaaaaa 20/1 21 :::r© 20/1 mailman 180 REC a 22KAIC z REC ®a■: 180 ■a■■■ 20/1 23 :nn: 24 20/1 a■a©aa'a 18o REC a © TASK LTG 1160 �aenaoa 20/1 a::: 26 20/, ■■■©m 180 REC a w relolwr�,��yNlti'�� •• ���^ '• ���r 28 20/1 ■Om^^ •• !! I��. 1. 1� 1-?�� A TI 1 1 1 1 1 1 I A_ n .01.v.�. alial �Z: r�..r�r� `oisa ( l\ill. O ° O O O O� O ° BATH VENTS 1368 20/1 9 30 20/1 5d0 CABINET HARDWARE 200A 200A 150A 150A 150A 150A t00A °Ld m■a : ���� ■■I(0■�� ■) ) 3P ) 3P ,) 3P ) 3P ) 3P / 3P �) 3P wa BATH VENTS 1366 �m■■ma 2d111�:::® 2dl, mom, ,-r„ .i;e;, ;,�;,��:.a.,-►_ti:,,.I�,l SI\ GL- LINE D AGR AV ° ° ° ° N Li e nw�-�sr-���.a.v+r" w.�..rs• �•�w ww 33 20(1 360 REC - - - - - - - - - © 180 1 20(1 35 j ll 2011 I' 180 REC ' o J _ • .�.�..���.�....�.�.�.�... 37 ��� 20/1 180 ., : REC r cm n cm n _ PROMO POWER ■ 540 ■■a©aaa 20/1 :39 ::r 40 20/1 mom^^s iri] pJru)a.rsniz/on^ A z z z z z z z °La • ■ ar• PROMO POWER �® 360 ■©■■■ 20/1 ,4, or 42 20/1 mma(■o ■■ 1000 VALANCE LTG. al N ° N N N o •Ul • •-r• B= 8450 - )f 77 " ' ' w Q Q 0 W/LCL A= 9308 W/LCL B= 8450 W/LCL C= 8177 a TOTAL VA= 25685 W/LCL= 25935 W/LCL AMPS= 72 TOTAL LCL= 1000 X.25 = 250 LOAD SUMMARY MDP �r 3 Q t� HIGH PHASE VA= 9308 W/LCL= 9308 HIGH PH W/LCL AMPS= 78 HIGH PHASE LCL: 0 X.25 = 0 Y DaSTING LOAD: 532 KVA a W REMOVED LOAD: 224 KVA (E) (E) (E) (E) (E) (E) (E) ` Z U CC NEW LOAD: 115.5 KVA PANEL PANEL PANEL PANEL PANEL PANEL PANEL ¢ r Q ! Q PANEL " C " (EXISTING) A B C D F RS TL N 1��1 s Q MOUNTING SURFACE DOUBLE LUG NO VOLTS 120 208 MAIN MLO NEW TOTAL LOAD: 423.5 KVA z r CD 277/480V. 34 = 509.6 AMPS o NEMA3R NO !!' -� '. • = PHASE 3 BUS 225AMP r CC FEED THRU NO © = WIRE 4 A.I.C. SERIES z w CI t Q N L C K R M BC C1 B M RiK C� LI ; N ' w T O I E I R I I R I E I T T O (E) r- LOCATION G N T C S R R R R S C T ; N N G ' LOCATION T rc E V P C C C 1 IC P IV E PANEL m CO S A B C ! 1 ( I A ' B C I S L-T BBQ CORD REEL 360 1 20/1 1 2 ; 20/1 1 500 1 CHECK STAND 0 C tem BBQ CORD REEL 360 1 20/1 3 mw 4 ; 20/1 ; 1 I ' 500 CHECK STAND < O _ SEASONAL CORD REEL•,: 360 j 1 ( ( 20(1 5 III 6 2011 . { 1 j i_ 1 1000 REFRIGERATOR w r SEASONAL CORD REEL 360 - 1 20/1 7 'a: 8 ; 20/1 ■ 1 , , 500 °: :. CHECK STAND cc SEASONAL CORD REEL 360 1 20/1 9 ;:: 10 1 20/1 ' 1 I 800 ? CHECK STAND SEASONAL CORD REEL 360 I 1 20/1 11 'am 12 !' 20/1 i 1 ! , : 1000 REFRIGERATOR I r PROMO POWER 180 - I 1 20/1 13 14 1 20/1 1 ; ; 500 i CHECK STAND PIPE CUTTER 1000 � 1 20/1 15 •w 16 i 20/1 1 1 500 CHECK STAND z CORD REEL 360 1 2011 17 'l• 18 2011 1 I:" ' 500 CHECK STAND I SHAPENINGBENCH 1000 • 2 20/1 19 'az 20120/1 1 , F 500 • CHECK STAND GENERAL \ 0 ES SHEET \ OT-S Li KEY MACHINE '5 GALLON AINT SHAKER 1400 . 3000 I 1 40/1 23 'i� 24 1 20/1 ! 1 I 1 L_ j 500 i 800 CHECK STAND F } 1 GALLON FAINT SHAKER 2000 I 1 30/1 25 `al` 26 1 20/1 ; 1 1000 ': REFRIGERATOR m { 1. ALL OVERCURRENT DEVICES IN AN INDIVIDUAL PIECE OF EQUIPMENT SHALL HERO MACHINE 2000 1 30/1 27 ;:: 28 ; 20/1 ! 1 ; 1 800 s CHECK STAND HAVE AN AIC RATING EQUAL TO THE OVERALL RATING OF THE EQUIPMENT - Q1 NOT USED. W COLOR MATCH I .' - 2000 1 30/1 29 30 1 20/1 ' 1 j ; I I ... 800 CHECK STAND i SERIES RATING OF DEVICES WITHIN A PIECE OF EQUIPMENT IS NOT ALLOWED. ° PAINT COUNTER 360 - 1 20/1 31 :Lows 32 20/11 1 I , '.. . ,t CUSTOMER SERVICE , w zo 1000 S GALLON FAINT SHAKER 3000 , 1 40/1 33 '•� 34 12011 ; 1 1000 I: SMS TERMINAL 'a I 2. SERIES CONNECTED DEVICES SHALL HAVE BEEN INVESTIGATED BY UL IN n 1 GALLON FAINT SHAKER , 2000 1 30/1 35 36 20/1 1 I i 360 REC COMBINATION WITH THE END USE EQUIPMENT, AND THE EQUIPMENT IN WHICH ° 5 HERO MACHINE 2000 - 1 30/1 37 '[; 38 , 20/1 ' 1 ; 1000 SMS TERMINAL THESE DEVICES ARE USED SHALL BE MARKED WITH THE SERIES CONNECTED cc co Ce COLOR MATCH 2000 1 30/1 39 [: 40 120/1 1 ; I i ; 360 • . . REC RATING. ALL EQUIPMENT SHALL BE MARKED IN ACCORDANCE WITH NEC F PAINT COUNTER 360 1 20/1 41 '•! 42 1 20/1 1 1 ( 1 F. ;.- ; 360 HANDICAP CART 1 REQUIREMENTS. o g▪ a n A= 11260 B= 14180 C= 13260 > • o 3. ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 WlLCL A= 11260 W/LCL 6= 14180 W/LCL C= 13260 DEGREE CELSIUS CONDUCTORS. < w TOTAL VA= 38700 W/LCL= 38700 W/LCL AMPS= 107 TOTAL LCL= 0 X.25= 0 z �i LLJ CC PANEL SCHEDULE NOTES 4. ALL SERVICE ENTRANCE EQUIPMENT, SWITCHBOARDS, DISTRIBUTION BOARDS, o HIGH PHASE VA= 14180 W/LCL= 14180 HIGH PH W/LCL AMPS= 118 HIGH PHASE LCL 0X.25= 0 H AND PANELBOARDS RATED AT 400 AMPS OR GREATER, SHALL BE PROVIDED o w o z WITH A MAIN OVERCURRENT DEVICE AND BUSSING RATED AT 100% CONTINUOUS ° `'' OPERATION. D 2 o a 5. ALL BRANCH OR FEEDER CIRCUIT OVER-CURRENT DEVICES RATED AT 400 AMPS H It N N PANEL " D " GENERAL N 0 TE S : SPECIFIC NOTES : OR HIGHER SHALL BE RATED FOR 100% CONTINUOUS OPERATION. ° F N 18 o MOUNTING SURFACE DOUBLE LUG NO VOLTS 1201208 MAIN IVLO a Q ° NEMA 3R NO 200% NEUTRAL NO PHASE 3 BUS 225AMP 6. CONTRACTOR SHALL SUBMIT SWITCHBOARD SHOP DRAWINGS TO THE SERVING = 1. WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED A. PROVIDE LOCK-ON DEVICE. UTILITY FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL SECURE Cl) 0 FEED THRU D VG BUS NO WIRE 4 A.I.C. SERIES THROUGH LUGS AT THE TOP/BOTTOM OF THE PANELBOARD FOR FEEDERS TO B. PROVIDE LOCK-OFF DEVICE CONFIRMATION THAT THE PROPOSED SWITCHBOARD COMPLIES WITH THE POWER W ANOTHER PANEL. C. PROVIDE SHUNT TRIP DEVICE COMPANY REGULATIONS. < N ! L ! C ! K R M j B C ! C B M R K C L ! ! N 2. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE D. PROVIDE GFCI TYPE DEVICE. m Z J I- i ! ! I 7. BUSSING: ¢ O I T .O ! I E I I i K : I I I K : I E I 0 1 T I ' ! O LUG KIT AT THE TOP/BOTTOM OF THE PANELBOARD FOR FEEDERS TO E. PROVIDE A RED CIRCUIT BREAKER. o ,J h T LOCATION G I N T CIS ' R R ! R R S C T N I G LOCATION T ANOTHER PANEL. F. PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. A. ALL BUSSING SHALL BE COPPER OR ALUMINUM IN CONSTRUCTION. MAIN J H m HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL CAPACITY IN ALL \' ¢ W ° E V P C C C C P : V : ! E 3. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE G. PROVIDE "HACK" TYPE CIRCUIT BREAKER FOR HVAC EQUIPMENT. - \ NOTE m v I j SWITCHBOARD SECTIONS. J a w PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 H. PROVIDE PHOTOCELL AND TIME CLOCK WITH RELAYS FOR EXTERIOR w o S p B C ! I �a�� I S B. HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH. ALL BUSSING a PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. LIGHTING CONTROL. ¢ TRACK LIGHTING 1500 ; ; 20/1 I 1 2 ;20/1 I ` 1 I 600 + i TRACK LIGHTING SHALL HAVE A MINIMUM WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT 1. IF SERIES RATING IS INDICATED, THEN THERE SHALL BE A U.L. LISTED C 1- z z 'I' - ' 4. WHERE PANEL IS INDICATED TO INCLUDE AN I G BUS, PROVIDE PANELBOARDS J. PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER. Z w w CURRENT TRACK LIGHTING ! 1500 Y I 1 20/1 i 3 4 1 20/1 ; 1 600 TRACK LIGHTING 65 000 AMPDSICSYMMETRICAL.BUT N NO CASE SHALL THE RATING BE LESS THAN SERIES RATING BETWEEN THE LINESIDE CIRCUIT BREAKERS AT THE SERVICE - w I / K. PROVIDE A 100% RATED BREAKER. '^ ¢ I- 1- cn o� ! �' t' _ _. WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF o ¢ m ac z o' z I TRACK LIGHTING 15_00 ; 1 ! 20/1 5 ' MWr 6 1 20/1 1 , 600 TRACK LIGHTING ENTRANCE EQUIPMENT DISTRIBUTION SECTION AND DOWNSTREAM CIRCUIT VJ w J J F-- o -p : - I r I ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND I- ¢ ¢ -E N ¢ o ¢ o ' TRACK LIGHTING 1500 s. i T ; 1 1 20/1 1 7 , OM 8 120/1 1 : 1 ; 600 1 ' ! LIGHTING SPACES SHOWN ON THE PANELBOARD. 8. GROUND FAULT RELAY SETTINGS: BREAKERS AT PANELS BASED ON THE CALCULATED AVAILABLE FAULT cp 1- 1- m tr o - o TRACK lIG ' -171- -' ��■ CURRENT SUBMITTED BY THE UTILITY POWER COMPANY (INCLUDING MOTOR ° w w Q TRACK LIGHTING j 1500 i r 20/1 I 9 10 1 20/1 1 1 f 600 TRACK LIGHTING 5. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS SERIES RATED, PROVIDE a. TO MINIMIZE NUISANCE TRIPPING OF THE MAIN AND FEEDER BREAKER, THE ( } m m ° o r 20/1 11 12 (2011 1 ; 600 TRAOK LIGHTING CIRCUIT BREAKERS IN PANELBOARD WHICH ARE SERIES RATED WITH THE CONTRIBUTION) AT NE LINESIDE OF NE CIRCUIT BREAKERS. o N z - i E TRACK LIGHTING t 1500 I [� CONTRACTOR SHALL ADJUST THE GROUND FAULT RELAY SETTINGS FOR ALL ON) z z I- t COFFEE 1500 ; I 20/1 ' 13 I 14 j 20/1 ; 1 ; 600 1 ' . F TRACK LIGHTING : UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANELBOARD NE GFP DEVICES TO BE HIGHER THAN ALL DOWNSTREAM GFP AND NON-GFP ° r > w ¢ E w E w E° TRACK LIGHTING - 1500 ! .: 1 ' , 20/1 15 it 16 20/1 I ! 1 ' 6th TRACK LIGHTING SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS, AS WELL AS ALL DEVICES. THE GROUND FAULT CURRENT PICK-UP AND TIME DELAY SEI IINGS 2. EQUIPMENT WITH SERIES RATING APPLIED WILL BE FIELD MARKED "CAUTION ° I- r w 5 _I 5 =, scar z oo00mc) mc� NLSRSERr Aura DOORS � 1500 © 20/1 17 :��: 18 20/1 m�arm 600 [ TRACK LIGHTING MARKING AS REQUIRED BY THE NEC, 240-83(C). SHALL BE ADJUSTED, PER THE MANUFACTURERS RECOMMENDATIONS, SERIES RATED SYSTEM <I NDICATED ON SINGLE LINE>AIC AVAILABLE. ¢ 6. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE RESULTING FROM A CONTRACTOR/MANUFACTURER PREPARED COORDINATION IDENTIFIED REPLACEMENT COMPONENT REQUIRED.". r D'J NURSERY FOUNTAINS 720 4 2011 j 19 lull 20 2011 1 ( 600 [ TRACK LIGHTING C N N N N N N N N SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. STUDY - WHICH SHALL BE DOCUMENTED IN THE SHOP DRAWING SUBMITTAL. a- D,J NURSERY FOUNTAINS ' . ' , 720 ! ! 4 20/1 j 21 the 22 j 20/1 ' 1 600 TRACK LIGHTING w F. La ,n N N m co I i PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR b. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL GROUND FAULT 0 ¢ - - - N )- o N N D,J NURSERY FOUNTAINS __. 1 720 I , I 4 20/1 23 24 120/1 ; 1 600 TRACK LIGHTING RELAYS SHALL BE SET AT THE SHORTEST AVAILABLE TIME DELAY. 0 o m ri N- m o 0 n '��, SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED o_- NURSERY CASH REG. 1200 ' I 2 20/1 ' 25 26 ; 2011 ( ) 0- 0 0 0 0 0 0 0 cn © ,.., 1 600 TRACK LIGHTING AND MARKED FOR FUTURE USE. a AFTER ALL SETTINGS HAVE BEEN ADJUSTED, NE CONTRACTOR SHALL HAVE w J MICROWAVE j 1100 j 1 20/1 ; 27 '[.� 28 20/1 1 600 TRACK LIGHTING 7. COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED NE GROUND FAULT SYSTEM TESTED BY AN INDEPENDENT TESTING AGENCY w • + 1500 1 20/1 129 30 20/1 . 1 600 TRACK LIGHTING PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PER NEC 230-95 c . THIS TEST SHALL BE PERFORMED IN NE PRESENCE OF <^�‹'' - J COFFEE 1200 1 j 1 20/1 131 '�M: 32 120/I ; 1 600 [ TRACK LIGHTING 8. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED NE LOCAL AUTHORITY HAVING JURISDICTION AND THE TEST RESULTS SHALL d a_ __ we L -.- - 1200 ' 1 20/1 I 33 '.12' 34 F20/1 r I 1 600 TRACK LIGHTING "SWD" FOR SWITCHING DUTY. BE DELIVERED TO THE ENGINEER OF RECORD. F z ¢ N J LASER PRINTER 1000 1 20/1 ! 35 'i[� 36 ;20/1 I I 1 600 1': - . - 1. 9. ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING EQUIPMENT z PA/PM: A. CATALDO '° • � 1 20/1 i 37 'II 38 i 20/1 ; 1 1 1200 FLUOR. LIGHTING SHALL BE UL LISTED AND LABELED "HACK" FOR USE WITH THESE LOADS, DRY TYPE TRANSFORMERS: COL. POWER r 360 2 2 2011 39 ,•�, 40 1 2011 i 1 j 1200 FLUOR. LIGHTING WHERE REQUIRED. A. DRY TYPE TRANSFORMERS OVER 112-1/2KVA SHALL HAVE A MINIMUM _i a < DRAWN BY: - ( © 10. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. CLASS 155 INSULATION RATING SYSTEM. j COL. POWER I ( 360 ! 2 2 2011 41 [[� 42 1 2011 : 1 ( 1 1200 FLUOR. LIGHTING 11. PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION 9• B. ALL DRY TYPE TRANSFORMERS SHALL BE COMPLETELY ENCLOSED EXCEPT w JOB NO.: SNR12-0011-00 o = B° 12680 SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH FOR VENTILLATED OPENINGS. W/LCL A= 14370 W/LCL B= 13880 W/LCL C= 14080 THE ABOVE NOTES AND SCHEDULES. N TOTAL VA= 38730 W/LCL= 42330 W/LCL AMPS= 117 TOTAL LCL= 14400 X.25= 3600 12. MULTI-WIRE BRANCH CIRCUITS SHALL BE PROVIDED WITH A MEANS THAT WILL z SHEET o HIGH PHASE VA= 13170 W/LCL= 14370 HIGH PH W/LCL AMPS= 120 HIGH PHASE LCL 4800 X.25= 1200 SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT ' < - WHERE THE BRANCH CIRCUITS ORIGINATE PER CEC 210.4(8). PROVIDE CIRCUIT Fa;; ,,.,, - z BREAKER INTERLOCKS AS REQUIRED. ! E 4 r 1 ° w i cn w tz-