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11 11-71/4" EDGES SHALL BE EASED OR ROUNDED AT 1/16" MIN., OR 19" MIN. GHAMFERED AT 1/5" MAX. SIGNS AND VERTICES SHALL BE RADIUSED IDENTIFICATION SHALL 2 REFER TO INTERIOR MAX. AX�. ELEVATIONS. BEATAEEN 1/8" MIN. AND 1/4" MAX. CONFORM TO THE k.AD-1.1 2019 GBG SECTION WALL - SIGNAGE (TYP.) 118-703.7.2.6 1-1/5" PLYWOOD TOP WITH CLEAR COATED MAPLE TRIANGLE COLOR Z TO CONTRAST WITH VENEER BOTH SIDES. 60" ABOVE 6" x 16 GAUGE TRACK 0 CIRCLE. FINISHFLOOR + CONTINUOUS ACROSS MINIMUM 3 � + (2) STUDS WITH (4) #8 SELF- _ _ +5'-O" A.F.F. TAPPING SHEET METAL SREA5 WHEN MOUNTED AD-1.1 ^ry Z G CORBEL AS REQ'D. DOOR MOUNTED SIGNAGE TYP. AB MIN. TO 60" MAX. FINISH FLOOR TO ( AT EACH STUD. NOTCH AND AT ENTRANCE � AB Q CENTER LINE OF SYMBOL k BEND TRACK AT STUDS. 3/4" PLYWOOD SUPPORT MOUNTED WITHIN 1" OF x �� Q PANEL WITH CLEAR COATED LU DOOR MOUNTED SIGNAGE. NOTE: VERTICAL GENTERLINE r O MAPLE VENEER BOTH SIDES. MOUNT AT 48" MIN. Fresno C a l i f o r i n a 2 8 PICTOGRAMS AND/OR LETTERING ARE OF THE DOOR. � � 1465 North V a n Ness A v e n u e J NOT REQUIRED ON DOOR 5I6NA6E. 9 3 ABOVE THE FINISH METAL STUDS PER WALL LEGEND. / 1-1/2" PLYWOOD ENDS WITH 559.442.4642 CLEAR COATED MAPLE WALL MOUNTED SIGNAGE TO BE LOCATED FLOOR OR GROUND 0 VENEER BOTH SIDES. ON LATCH SIDE OF DOOR, CLEAR OF SURFACE, MEASURED 1. AHSEISMIC CATEGORY 'D' NOTES: 5 5 9.4 8 5.9 o 81 DOOR SWING. FROM THE BASELINE INTERNATIONAL SYMBOL 1. A HEAVY DUTY GRID SYSTEM IS REQUIRED. OF THE LOWEST LINE OF ACCESSIBILITY 2. PROVIDE HORIZONTAL RESTRAINT AND WWW.itarchinC.COm OF BRAILLE AND 60" COMPRESSION 5TRUT5 FOR CEILING AREA IN Q UPPERCASE / � MAX ABOVE THE EXCESS OF 1,000 S.F. LU CHARACTERS. FINISH FLOOR OR NOTE: 3. PROVIDE A SEISMIC SEPARATION JOINT OR FULL Ul LINE OF STOREFRONT/ 27" HIGH X 19" DEEP CLEAR LU WALL BEYOND. KNEE SPACE. GROUND SURFACE, STEEL TRACK CONDITION 1. PROVIDE CLEARANCE AT TWO HEIGHT HALL SEPARATING SPACES INTO LESS THAN I MEASURED FROM THE ADJACENT WALLS. 2,500 S.F. AREAS. HEIGHT OF IR STROOM 1, 5" x 5" (MINIMUM)ACCESSIBILITY DECAL TO BE LOCATED AT PRIMARY ENTRANCE. 2. PROVIDE 12 GAUGE HANGER 4. PROVIDE 1" CLEARANCE AROUND ALL LETTERING �� BASELINE OF THE 1 2. 3'-0" x 3'-0" (MINIMUM) PAINTED SYMBOL BEYOND ACCESSIBLE PARKING STALL. WIRES AT 4'-0" O.G. ALONG MAIN PENETRATIONS < 5/8" MINIMUM HIGHEST LINE OF UZl FINISH FLOOR. TO 2" MAXIMUM. RAISED CHARACTERS. 3. BACKGROUND TO BE BLUE. WHEELCHAIR SYMBOL AND BORDER TO BE WHITE. RUNNERS WITH (3)TIGHT TURNS 5. PROVIDE POSITIVE BRACING AT GEILIN6 LEVEL AROUND ITSELF. CHANGES. - CORRESPONDING GRADE II BRAILLE. 3. FIELD CUT AND ANCHOR. 6. PROVIDE INDEPENDENT SUPPORT FOR CABLE Z p LETTERING RAISED 1/32". 120_5gn_I5A_01 TRAYS AND CONDUITS. CL LU 0 � IL Counter Section 1 1/2"= 1'-O" i 6 Accessibility Signage 12"= 1'-O" 1 6" x 16 6A. STRAP CONTINUOUS Accessibility Symbol b o l 3/4" = 1'-O" 1/8" = 1'-O" w0 y AGR055MINIMUM (3)5TUD5 y y 6 Compression Strut Layout 1 Architect wv + AITH (3) #5SELF-TAPPING ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Z SHEET METAL SCREWS AT EACH Z W LU w ru W A J 0 d W 01 w + k STUD. WOOD OR STEEL VERTICAL E.M.T. 12'-0" MAX. UNDERSIDE OF ROOF OR ALL FIXTURES SHOWN ARE FOR REFERENCE ONLY. REFER TO PLUMBING PLANS FOR ADDITIONAL INFORMATION. d w } w LU v (3 < LU 0 « BAGKIN6 PER DETAIL: O.G. EACH AAY. (EXTEND TUBE N z IY Q ACCESSORIES PROVIDED ON OR WITHIN RESTROOM WALLS SHALL BE INSTALLED AND SEALED TO PROTECT THE x FLOOR STRUCTURE. TO BE TIGHT TO GEILIN6 GRID 13 Z w 4 Z d 0 Z w INSTALL BOLT TO SEVERE ONE VERTICAL WIRE HANGER v Q 0 LU L � d CL LU STRUCTURAL ELEMENTS FROM MOISTURE. x N w CL w x G AND STRUCTURE ABOVE, THEN NUMBER 12 GAUGE z Q Q Q L Q Q 0 9 / AD-1.1 TUBE TO THE OTHER). S WITHIN TUBE. LEVELLU a--i W d w K w w w Q ~ 1 x 4. z GEILIN6 GRID PRIOR TO Q O 00 � z V- O w 2'-8" MIN. GLR, 3'-O" METAL STUDS PER WALL LEGEND. VN SETTING TUBE AT 12'-0" p � } O MIN IF WING WALL _ O.G. MAXIMUM EACH WAY. N O ~ w w d Q DEPTH 15 > 2'-O". 16" O.G TO STEEL BAGKIN6 TRAGKSHEET METAL SCREAS AT MAIN 45 Q Q IL wA RUNNER. ?.. 2 w C IL d } b ? o o WOOD BLOGKING S. AT 16" O.G. TO Jl ALL RATER PIPES UNDERL 45 010 LAVATORIES TO BE INSULATED. 2° 0 1. LL 0 1/4" HARDBOARD BAGKIN6, FINISH TO DRILL 3/32" 0 LU 4'_6„ STEEL STRAP CONDITION MATCH INTERIOR OF CABINETS. DIAMETER HOLE AND L 0 j MAX. AND LOGKING Ne- INSTALL 1/5" UT.T. Y1 E LU~ TOP OF GRIPPING DETAIL G Z 13 1/2" RIM (MINIMUM) PLAN VIEW 1. 0,. SURFACE. 2x6 BLOCKING BETWEEN STUDS. 0 36" MIN. GRAB BAR. PROJECTION FROM MAX. 36" MIN. WOOD OR STEEL 45� - w WALL. 42" MIN. GRAB BAR. Z 12 GAUGE HANGER 45 GRAB BAR. BAGKIN6 PER DETAIL: }� LU 2'-0" MIN. WIRES IN PLANE OF O -1 N EACH RUNNER. � Q) Q m 7 o 7 _q 1 1/2 �_ B 9 / AD START 5" FROM WALL. C6 Is -0 2x STUD WALL PER LEGEND. 3/4" CONDUIT WITH ro X J o e m X SLOT AT END TO FIT v w w �J �r Q z w OVER GEILIN6 J O N � 0 w O O X TRANSFER #14 x 3" SHEET METAL SGREW5 AT RUNNER. _ SIDE 16" O.G. TO STEEL BAGKIN6 TRACK Q) z 4 m _ m z Lu in = T13 57 N - m N r m m SIMPSON' A34 AT EACH END OF OR #14 PANHEAD W.S. AT 16" O.G. TO DETAIL B STRUT SCHEDULE (V H 0 WOOD CONDITION BLOGKIN6 TO WOOD STUD. WOOD BLOGKIN6. Q 0'-0" - 4'-0" 1/2" DIAMETER E.M.T. 17" MIN. ATTACH WITH (5) Sd x 1-1/2" NAILS. 4'-0" - 5'-0" 3/4" DIAMETER E.M.T. F- w 1-6 MIN. TO OUTLET O 15" MAX. CABINET BOTTOM. 5'-O" - 6'-6" 1" DIAMETER E.M.T. �� MIN. FROM ADJ. WALL OR PARTITION. _� 0201_Mtl_Backing 01 L 100I_ADA_Mounting_Ht_01 SIDE VIEW FRONT VIEW 6'-6" - 8'-6" 1-1/4" DIAMETER E.M.T. O ro C 0301_5uspenGeil_02 ( , S � � � CONTINUOUS 2x. `.J ( , Z ° BASE PER INTERIOR DESIGN DRAWINGS. A U O 'g 1/4"= 1'-O" g 3/4" - 1'-0 (J 51M. Suspended Ceiling Strut 3 - 1 2 0 o ADA Mounting H e h t s 1 Bac i n D e t a i - 7 #12 x 3" WOOD SGREW5 C 12" O.G. z � m � , 1 Q DETAIL A �+ S Q U O +5'-3" A.F.F. V U (n 0 LU +5'-3" A.F.F. Q) LU 12 GAUGE HANGER WIRES. 4-J O •- 0 4" MAX. N O � � O Z BRUSHED ALUMINUM REGE55ED SHELF STANDARDS z all M O O MAX. TIE ENDS OF ANY GUT RUNNERS v I J S 1/4" LAMINATED GLA55 _ = d Q O SNEEZE GUARD WITH 1/4" LAMINATED GLASS O Z STAINLESS STEEL COUNT. SNEEZE GUARD WITH ADJUSTABLE SHELF. O PREVENT SPR ADIN6. STAINLESS STEEL COUNT. w Q GLA55 CHANNEL. GLA55 CHANNEL. Lu Z (2) LAYERS OF 5/8" GYPSUM = = Z SUSPENDED GEILIN6 GRID. Qd LU QUARTZ TOP o/PLYWOOD Of 9 2-q BOARD AT ALL CABINET CABINET HARDWARE. SUB-TOP. STAINLESS STEEL LOCATIONS. z BACKSPLASH. 45" (MAXIMUM) GABINET WITH CONGEALED HIN6E5. Q N +3'-6" A.F.F. +3'-6" A.F.F. T.O. HANDLE Q O QUARTZ TOP o/PLYWOOD Z 2" GRID ATTACHED AT ONE END IN EACH LU Z 5UB-TOP. 1'-2" O / HORIZONTAL DIRECTION. OPPOSITE QUARTZ TOP o/PLYWOOD +3'-1" A.F.F. ~ Ul END TO BE HELD 3/4" FROM HALL AND 0 +2'-10" A.F.F. 2 1/2 } z FREE TO SLIDE. w v 5UB-TOP. SEMI-RECESSED CABINET AS SCHEDULED. 24" Q o w H (L FIRE EXTINGUISHER AS SCHEDULED. GOUNTERTOP AITH BACK AND SIDE SPLASH. G Z J / NOTE: ARMSTRONG PROVIDES AN I.G.G. w j APPROVED SYSTEM (E5R-1308)AITH AN O COUNTER BEYOND. CUSTOM 14 6A. STAINLESS STEEL v Z TABLE. Z / ALTERNATIVE TO THE 2" PERIMETER AN&LE5. N LU N _ _ SEE INTERIOR ELEVATION OIL LU z CUSTOM 14 6A. STAINLE55 STEEL STUD HALL PER HALL LEGEND. w LU BASE CABINET. PERIMETER CLOSURE ANGLE. Q _ _ PENCIL DRAWER Z _ = 5/5" GYPSUM BOARD, TYPICAL. Q) v _ 0 FINISHED WALL SURFACE. > Ul J WALL PER FLOOR PLAN. Ar Z m = = HALL PER FLOOR PLAN. FRP, FULL HEIGHT. CABINET HARDAARE. _ _ O [L - - 070I_Mtl_FireGab_01 = _ } 030I_5uspenGeil_03D _ = 4X6 QUARRY TILE GOVE BASE w ' n } COVER BASE. w/3/8" COVE. ADJUSTABLE SHELF. _ _ I m Z = = COVER BASE. 6X6 QUARRY TILE COVE BASE - - w/3/8" COVE. Fire Cabinet 10 - - Suspended Ceiling at Wall 3 w 0 6X6 QUARRY TILE. 6X6 QUARRY TILE. 1"= 1'-0" BRU5HEI7 ALUMINUM RECESSED 1 1/2"= 1'-0" IS) SHELF STANDARDS. _ U 13 Z -----------------_ A -� QO _-------- � r v FAUG ETS CONTROLS SHALL BE OPERABLE WITH ONE HAND V- u- AND SHALL NOT REQUIRE TIGHT 6RA5PIN6, PINCHING, OR 4- (3 ;3 - LL w TAISTIN6 OF THE ARIST. THE FORGE REQUIRED TO ACTIVATE 4- IL Y CL CONTROLS SHALL NOT BE GREATER THAN 5 LB/F. 2 x 4 AT 48" O.G. B O L 0 17" MIN. SECURE FIXTURE TO U O O z O ALL PIPES TO BE INSULATED OR STRUCTURE WITH 12 6A.10 Q w Countertop 1 - 1_p 17 Countertop 1 - 1.0 15 OTHERWISE COVERED. THERE HANGER WIRES. Z 8„ SHALL BEN N SHARP SI ABRASIVE CASEWORK MATERIALS: O E rO SURFACES UNDER THE SINK. L _ U Ld MIN. GABINET AITH DOORS: 3" OFF EACH CORNER, M I /1 IK CABINET EDGE BEYOND. THE BASE ALL EXTERIOR AND EXPOSED SURFACES TO BE PLASTIC LAMINATE OVER EITHER TYPICAL. v Q CABINET UNDER THE SINK, INCLUDING 3/4" PLYWOOD OR 3/4" MDF. S Uwl z TOE KICK, SHALL BE REMOVEABLE i _ WITHOUT SPECIALIZED TOOLS OR ALL INTERIOR SURFACES TO BE WHITE MELAMINE FINISH. O SUSPENSION TAB5 U O I N m KNOWLEDGE. (MIN. 30" CLR. WIDTH) DRAWERS: FURNISHED WITH - 0 Z FIN15HED GABINET END PANEL AT 1/2" HARDBOARD BOTTOM WITH WHITE MELAMINE FINISH. FIXTURE. N \ w z I EA. SIDE. SHELVES: O 0 r-i 5 w� Q UNDERGOUNTER EQUIP. SHALL NOT (2 REQUIRED) 3/4" WHITE MELAMINE. LU � FLUORESCENT N ENCROACH IN REQ'D CLEARANCE. LIGHT FIXTURE. IL REQUIRED KNEE GLEARAN(.E CABINET HARDWARE: LU (2016 GBG FIG. 118-306.30 a (c) CONGEALED EUROPEAN HINGES WITH BRUSHED ALUMINUM RECESSED SHELF Publishing Status FINISHED FLOOR EXTENDS UNDER SINK. STANDARDS. Q O n PER 2019 GBG NOTES: GEILIN6 TILE. m L 11B-306.3 GENERAL CONTRACTOR TO PROVIDE GROMMETS FOR ALL ELECTRICAL AND Schematic Q V PLUMBING PENETRATIONS NECESSARY WITHIN THE MILLWORK. LU 0 SCREW OR CLIP FIXTURE Z LU 19" MIN. AT SINKS. 11" MIN. ALLOWED PORTION OF TO T-BAR RUNNERS. Design D e v e I o m't O 30"x48" CLEAR FLOOR SPACE. p 19" MAX. AT LAVS. 25" MAX. LU 0701_Cab_01 01 48" MIN. CLEAR FLOOR SPACE 0301 5uspenLt_01 Q 0~ Site Plan Review O � 0 Knee Clearance 1 - 1' 11 Cabinetry 3/4" = 1' Suspended Light Fixture 11/2"= 1'-0" Q � Y 7 p g 4 Bldding LU TOP OF BRACKET. Plan Check 2/20/2020 Z LU LU Q- AALL FRAMING PER WALL LEGEND.LU FASTEN TO Ul B 405.5.1 AOODH (3) + LU FRP PANEL PER FINISH Revisions Y SCHEDULE. SGREW5. ORIENT - - - - - - - - - W BRACKET AS CEILING JOIST SCHEDULE A.F.F 5HOAN. GRAB BAR BRACKET. Q ELEVATION MAX. SPAN SIZE/SPACING LEDGER SIZE/ATTACHMENT LU Ir- VSTAINLESS STEEL GRAB BAR. UP TO 10'-0" 4005162-33 @ 16" O.G. 40OT125-33 W/ (2) #10 SGREW5 PER STUD v > BAGK5PLASH. z w Q LU Q 10'-1" - 12'-0" 6005162-33 @ 16" O.G. 60OT125-33 W/ (3) #10 SGREW5 PER STUD � w FRP PANEL PER FINI5H 12'-1" - 16'-0" 6005162-43 C 16" O.G. 60OT125-43 A/ (3) #10 SCREWS PER STUD SCHEDULE. w HALL FINISH. CL w CUSTOM 14 6A. NOTES: Q 1. DEFLECTION LIMIT 15 L/360 AITH 13 PSF D.L. AND 10 P5F L.L Q STAINLESS STEEL TABLE. 2. JOISTS SPAN AND SPACING PER IGBO 4943P TABLES ZMETAL STUD AT EACH 5IDE (AT 3, FOR GEILIN6 JOIST SPANS GREATER THAN 10'-0", PROVIDE I z METAL STUD LU d FRAMED HALLS) CONTINUOUS 40OT125-30 STRON6BAGK AT MID-SPAN AITH (2) #5 Z � SMS AT EACH JOIST ■ ■ ■ ■ ■ ■ ■ 6X6 QUARRY TILE COVE 6X6 QUARRY TILE. ONLY). Scale PER DETAIL: 9 / AD-1.1 2x BLOCK (OR FULL � w BASE w/3/8" COVE. 2x6 FLAT BLOCKING � O Zi= As indicated HEIGHT STUD AT ROOD FRAMED PLAN VIEW HALLS). LU Project Manager Q O 090_6rabBar 02 Nv ODD CLARK CountertopDO SS 12 Grab Bar Block' 8 Ceiling Joist Span 1"= 1'-0" g 3" = 1'-0" g p 3" = 1' o„ C Project Number 18-026 Lodl Sheet Details AD - 1 . 1 F:\01-Project5\2015\18-026 DB\18-026 Lodi 2\1:)rawings\1:;>igita1 Mode1\18-026_1-odi2-R3.rvt