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11 <br /> EDGES SHALL BE EASED OR <br /> ROUNDED AT 1/16" MIN., OR <br /> GHAMFERED AT 1/5" MAX. SIGNS AND <br /> VERTICES SHALL BE RADIUSED IDENTIFICATION SHALL 2 12'-O"MAX AX. <br /> Bk.AD-1.1 <br /> EWTWEEN 1/8" MIN. AND 1/4" MAX. CONFORM TO THE <br /> 2016 GBG SECTION <br /> WALL - SIGNAGE (TYP.) 11B-703.7.2.6 <br /> TRIANGLE COLOR <br /> z TO CONTRAST WITH <br /> N 60" ABOVE 6" x 16 6AU6E TRACK <br /> 0 CIRCLE. FINISH FLOOR CONTINUOUS ACROSS MINIMUM 3 <br /> w + (2) STUDS WITH (4) #8 SELF- _ _ +5'-0" A.F.F. <br /> IL 58" MIN. TO 60" MAX. k TAPPING SHEET METAL 5GREW5 WHEN MOUNTED AD-1.1 ^A� <br /> z DOOR MOUNTED SIGNAGE (TYP.) ABOVE FINISH FLOOR T AT EACH STUD. NOTCH AND AT ENTRANCE <br /> d CENTER LINE OF SYMB k BEND TRACK AT STUDS. <br /> MOUNTED WITHIN 1" OF x �� <br /> Q LU DOOR MOUNTED SIGNAGE. NOTE: VERTICAL CENTERLINE x <br /> 0) PICTO6RAM5 AND/OR LETTERING ARE �OUNT F THEAT048R MIN. 0 Fresno,. 1465 0 C a I f O r I n a Ness Avenue <br /> J NOT REQUIRED ON DOOR 516NA6E. 93728 <br /> ABOVE THE FINISH METAL STUDS PER WALL LEGEND. <br /> WALL MOUNTED 5I6NA6E TO BE LOCATED FLOOR OR GROUND 5 5 9.4 4 2.4 6 4 2 <br /> Q ON LATCH SIDE OF DOOR, CLEAR OF SURFACE, MEASURED SEISMIC GATE6ORY 'D' NOTES: 5 5 9.4 8 5.9 0 81 <br /> O DOOR SWING. FROM THE BASELINE 1. A HEAVY DUTY GRID SYSTEM IS REQUIRED. www.itarchinc.com <br /> I <br /> _ OF THE LOWEST LINE INTERNATIONAL SYMBOL 2. PROVIDE HORIZONTAL RESTRAINT AND <br /> OF BRAILLE AND NE OF ACCESSIBILITY <br /> COMPRESSION STRUTS FOR GEILIN6 AREA IN <br /> Q UPPERCASE / EXCE55 OF 1,000 S.F. <br /> MAX ABOVE THE <br /> LU CHARACTERS. FIN15H FLOOR OR NOTE: 3. PROVIDE A SEISMIC SEPARATION JOINT OR FULL <br /> GROUND SURFACE, <br /> STEEL TRACK CONDITION 1. PROVIDE CLEARANCE AT TWO HEIGHT WALL SEPARATING SPACES INTO LESS THAN <br /> LU HEIGHT OF �R STROOM ) MEASURED FROM THE 1. 5" x 5" (MINIMUM)ACCESSIBILITY DECAL TO BE LOCATED AT PRIMARY ENTRANCEADJACENT WALLS. S.F. AREAS. <br /> LETTERING �� .BASELINE OF THE 2. PROVIDE 12 GAUGE HANGE4. PROVIDE 4. PROVIDE 1" CLEARANCE AROUND ALL <br /> 1 2. 3'-0" x 3'-0" (MINIMUM) PAINTED SYMBOL BEYOND ACCESSIBLE PARKING STALL. WIRES AT 4'-0" O.G. ALONG MAIN PENETRATIONS <br /> � 5/8" MINIMUM HIGHEST LINE OF <br /> TO 2" MAXIMUM. RAISED CHARACTERS. 3. BAGK6ROUND TO BE BLUE. WHEELCHAIR 5YMBOL AND BORDER TO BE WHITE. RUNNERS WITH (3)TIGHT TURNS 5. PROVIDE POSITIVE BRACING AT GEILIN6 LEVEL <br /> AROUND ITSELF. CHAN6E5. <br /> - CORRESPONDING GRADE II BRAILLE. 3. FIELD GUT AND ANCHOR. 6. PROVIDE INDEPENDENT SUPPORT FOR GABLE <br /> 120_5gn_I5A 01 TRAYS AND CONDUITS. <br /> JO LETTERING RAISED 1/32". <br /> IL iU <br /> °NO 2 1-° <br /> /4 1-O m 8" 1'-O"V Accessibility Signage 1 1 6" x 16 6A. STRAP CONTINUOUS Accessibility Symbol 6 Compression Strut Layout 3 <br /> ArchitectLU <br /> MINIMUM (3)STUDS <br /> LU <br /> + WITH (3) #55ELF-TAPPING <br /> 0SHEET METAL 5GREW5 AT EACH <br /> Z Ld k STUD. WOOD OR STEEL VERTICAL E.M.T. 12'-0" MAX. UNDERSIDE OF ROOF OR <br /> x <br /> BAGKIN6 PER DETAIL: O.G. EACH WAY. (EXTEND TUBE FLOOR STRUCTURE. <br /> TO BE TIGHT TO GEILIN6 GRID <br /> HWALL FRAMING PER HALL LEGEND. x G 9 / AD-1.1 AND STRUCTURE ABOVE, THEN NUMBER 12 GAUGE <br /> z z INSTALL BOLT TO SECURE ONE VERTICAL WIRE HANGER <br /> 0 v TUBE TO THE OTHER). 5 WITHIN TUBE. LEVEL 4-J <br /> kin STAINLESS STEEL OVER 3/4" PLYWOOD. z GEILIN6 GRID PRIOR TO <br /> Q 3'_ 0, METAL STUDS PER WALL LEGEND. 1 x 4. N SETTING TUBE AT 12'-0" <br /> O.G. MAXIMUM EAGH WAY. N <br /> ILL #14 x 2-1/2" SHEET METAL 5GREW5 AT MAIN 45 <br /> O 2x CONTINUOUS EDGE. 16" O.G. TO STEEL BAGKIN6 TRAGKA <br /> Q z 2'-10" MAX. OR #14 PANHEAD W.S. AT 16" O.G. TO RUNNER. ?.. <br /> _ LU + WOOD BLOCKING. 45 <br /> 0) 0 +2'-3" A.F.F. 1/4" HARDBOARD BAGKIN6, FINISH TO DRILL 3/32" ? O <br /> 0 w 2x BLOGKIN6. (MINIMUM ADA CLEARANCE) STEEL STRAP CONDITION MATCH INTERIOR OF CABINETS. DIAMETER HOLE AND L <br /> LU 7 DETAIL G INSTALL 1/8" BOLT E <br /> z VERIFY (3) 5/5" m M. BOLTS INTO 2 x 4 FULL AND LOGKIN6 NUT. Y1 O <br /> O HEIGHT WOOD STUD AT ANGLE 2x6 BLOCKING BETWEEN STUDS. E <br /> BRACE. <br /> + WOOD OR STEEL 45 4.5° <br /> Lu 1-1/2"X 1-1/2" X 3/16" ANGLE SUPPORTS. �--� <br /> I w WIRES IN PLANE OF <br /> Q J PROVIDE A MINIMUM OF (2) SUPPORTS EQUALLY BAGKIN6 PER DETAIL: 2 A HA C <br /> 13 SPACED ON COUNTERTOP AND AT 45" O.G. EACH RUNNER.B <br /> � � ° MAxIMUM. 9 / AD-1.1 START 5" FROM WALL. C6 <br /> Q Ul 2x STUD WALL PER LEGEND.LU 3/4" CONDUIT WITH <br /> F FRP PANEL PER FINISH SCHEDULE. SLOT AT END TO FIT <br /> OVER GEILIN6 J <br /> �j � #14 x 3" SHEET METAL 5GREW5 AT RUNNER. <br /> SIMPSON' A34 AT EACH END OF STRUT SCHEDULE (V <br /> N + COVE BASE. 16" O.G. TO STEEL BAGKIN6 TRACK IL_J� I <br /> LU OR #14 PANHEAD W.S. AT 16" O.G. TO <br /> H 0 d 4 WOOD CONDITION BLOGKIN6 TO WOOD STUD. WOOD BLOGKIN6. DETAIL B 01-011 - 4'-0" 1/2" DIAMETER E.M.T. (3) Ln <br /> rATTACH WITH (5) Sd x 1-1/2" NAILS. 4'-0" - 5-0" 3/4" DIAMETER E.M.T. <br /> F- w LIF_ <br /> AD-1.0 5'-0" - 6'-6" 1" DIAMETER E.M.T. �� <br /> = SIM. CABINET BOTTOM. <br /> 0201_Mtl_Backing 01 61-611 - 8'-6" 1-1/4" DIAMETER E.M.T. O (� <br /> Z w 0301_5u5penGeil 02 ( , <br /> 0 CONTINUOUS 2x. `.J <br /> 0 O A +J L <br /> LU BASE PER INTERIOR DESIGN DRAWINGS. (n - a O <br /> zz Countertop SS 1'- 1!+ Backing Detail 3/4" = 1'-°" 9 Suspended Ceiling Strut 3 - 1'- 2 0 > <br /> 0 O #12 x 3" WOOD 5GREW5 @ 12" O.G. SIM. L <br /> Qa m � � <br /> DETAIL A �+ S U <br /> Z W REFER TO INTERIOR V U (v •_ <br /> 0 ELEVATIONS. <br /> LU 12 GAUGE HANGER WIRES. '� � � O <br /> 0 O 4" MAX. U1 O <br /> �O O <br /> � z BRUSHED ALUMINUM REGE55ED SHELF STANDARDS z gll i <br /> 13 4ii 1-1/8" PLYWOOD TOP WITH O MAX. TIE ENDS OF ANY GUT RUNNERS Lr) CV J <br /> CLEAR COATED MAPLE j TO PREVENT SPREADING. <br /> Q O VENEER BOTH SIDES. ADJUSTABLE SHELF. <br /> wz w <br /> OQz (2) LAYERS OF 5/8" GYPSUM = = Z SUSPENDED GEILIN6 GRID. <br /> w w CORBEL AS REQ'D. BOARD AT ALL CABINET CABINET HARDWARE. <br /> Q LOCATIONS. L w <br /> IL <br /> Q 48" (MAXIMUM) CABINET WITH CONCEALED HINGES. <br /> 3/4" PLYWOOD SUPPORT <br /> Q PANEL WT.O. HANDLE <br /> WITH CLEAR COATED N <br /> Q � z 2" GRID ATTACHED AT ONE END IN EACH <br /> LU z MAPLE VENEER BOTH SIDES. 1'-2' O HORIZONTAL DIRECTION. OPPOSITE <br /> Ul END TO BE HELD 3/4" FROM WALL AND <br /> 0 1-1/2" PLYWOOD ENDS WITH z FREE TO SLIDE. <br /> } V <br /> CLEAR COATED MAPLE SEMI-RECESSED CABINET AS SCHEDULED. 24" <br /> w W <br /> Q VENEER BOTH SIDES. <br /> H 2,_0„ FIRE EXTINGUISHER AS SCHEDULED. COUNTERTOP WITH BACK AND SIDE SPLASH. G z J / NOTE: ARMSTRONG PROVIDES AN I.G.G. <br /> w APPROVED SYSTEM (E5R-1308)WITH AN <br /> Oz L ><_ z / ALTERNATIVE TO THE 2" PERIMETER AN6LE5. <br /> 11 <br /> LU SEE INTERIOR ELEVATION V <br /> LU <br /> z FINISH FLOOR. STUD WWw <br /> ALL PER ALL LEGEND. <br /> Q LU <br /> O PENCIL DRAWER PERIMETER CLOSURE ANGLE. <br /> z 5/5" GYPSUM BOARD, TYPICAL. (3) <br /> v = = O FINISHED WALL SURFACE. > <br /> Ul J = _ <br /> z CABINET HARDWARE. _ _ O <br /> 4rL.. <br /> d w 0701_Mtl_Firer-ab_01 = _ } 0301_5u5pence il_03D <br /> LU <br /> Z <br /> ADJUSTABLE SHELF. _ _ j v m <br /> ° K C o u n t e r S e ct i o n 1 1/2"= 1'-O" 16 Fire Cabinet 1"= 1'-0" 10 BRUSHED ALUMINUM RECESSED _ _ OL Suspended Ceiling a t Wall 1 1/2"= 1'-0" W <br /> I_ SHELF STANDARDS. A = _ LU 3 <br /> OzLn <br /> LU (V r <br /> v FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HAND <br /> (� AND SHALL NOT REQUIRE T16HT 6RA5PIN6, PINCHING, OR �� LL •- <br /> LU TWISTING OF THE WRIST. THE FORGE REQUIRED TO ACTIVATEIL <br /> V CL CONTROLS SHALL NOT BE GREATER THAN 5 LB/F. 2 x 4 AT 48" O.G. B O <br /> 0 17" MIN0 10 . SECURE FIXTURE TO U O O <br /> Z O ALL PIPES TO BE INSULATED OR STRUCTURE WITH 12 6A. Q <br /> L6� OTHERWISE COVERED. THERE HANGER WIRES. (/� <br /> z 8„ SHALL BE NO SHARP OR ABRASIVE CASEWORK MATERIALS: 0 E rO <br /> SURFACES UNDER THE SINK. L _ U <br /> L <br /> MIN. CABINET WITH DOORS: 3" OFF EACH CORNER, MM I <br /> CABINET EDGE BEYOND. THE BASE ALL EXTERIOR AND EXPOSED SURFACES TO BE PLASTIC LAMINATE OVER EITHER TYPICAL. W / <br /> v Q CABINET UNDER THE SINK, INCLUDING 3/4" PLYWOOD OR 3/4" MDF. S <br /> N I Z TOE KICK, SHALL BE REMOVEABLE i <br /> I WITHOUT SPECIALIZED TOOLS OR ALL INTERIOR SURFACES TO BE WHITE MELAMINE FINISH. O <br /> SUSPENSION TAB5 4) U <br /> O I N m KNOWLEDGE. (MIN. 30" GLR. WIDTH) DRAWERS: FURNISHED WITH 4-J J <br /> 0 z FINISHED CABINET END PANEL AT 1/2" HARDBOARD BOTTOM WITH WHITE MELAMINE FINISH. FIXTURE. N \ <br /> z_ I EA. SIDE. SHELVES: O 0 r-i 5 <br /> ww Q UNDERCOUNTER EQUIP. SHALL NOT (2 REQUIRED) <br /> ILL <br /> 3/4" WHITE MELAMINE. FLUORESCENT <br /> N ENCROACH IN REQ'D CLEARANCE. LIGHT FIXTURE. <br /> IL 0 REQUIRED KNEE C1_EARAN�E CABINET HARDWARE: <br /> U1 6 (2016 GBG FIG. 11B-306.30 a (G) CONGEALED EUROPEAN HINGES WITH BRUSHED ALUMINUM RECESSED SHELF P u b l i s h i n Status <br /> FINISHED FLOOR EXTENDS UNDER SINK. STANDARDS. g <br /> Q O L <br /> n PER 2016 GBG NOTES: GEILIN6 TILE. <br /> m � 11B-306.3 GENERAL CONTRACTOR TO PROVIDE 6ROMMETS FOR ALL ELECTRICAL AND Schematic <br /> op PLUMBING PENETRATIONS NECESSARY WITHIN THE MILLWORK. <br /> SCREW OR CLIP FIXTURE <br /> Z LU 11" MIN. ALLOWED PORTION OF TO T-BAR RUNNERS. Design D e v e l o m't <br /> 0 z 30"x48" CLEAR FLOOR SPACE. P <br /> LU 0 25' MAX. 0701_Gab_01 <br /> w, 48" MIN. CLEAR FLOOR SPACE 0301 SuspenLt_01 <br /> QJI <br /> Site Plan Review <br /> 0 <br /> � 0 Knee Clearance 1 - 1'- 11 Cabinetry3/4" = 1'-0" Suspended Light Fixture 11/2"= 1'-0" <br /> Q � 7 p 4 Bidding <br /> LU OL w Cz <br /> w w w A w A 0 d w w *ALL FIXTURES SHOWN ARE FOR REFERENCE ONLY. REFER TO PLUMBING PLANS FOR ADDITIONAL INFORMATION. Plan Check 05-21-15 <br /> 0 v TOP OF BRACKET. <br /> Q w O z z 4 z 4 CL p z < * REAR GRAB BAR ALLOWED AT 36" ABOVE FINISH FLOOR AT TANK-TYPE TOILET. <br /> Q v ww L ww Q w w *ACCESSORIES PROVIDED ON OR WITHIN RESTROOM WALLS SHALL BE INSTALLED AND SEALED TO PROTECT THE FASTEN TO <br /> w Q 0) w w IL STRUCTURAL ELEMENTS FROM MOISTURE. BLOCKING WITH (3) Q- - - - - - - - - <br /> LU z Q L Q LU Q SCREWS. ORIIENT + - - - - - - - - - CEILING JOIST SCHEDULE <br /> LU Y CLQ Revisions <br /> LU J O K z O v 2-8 MIN. GLR, 3-0BRACKET AS <br /> LU <br /> p p G W <br /> MIN IF WING SHOWN. GRAB BAR BRACKET. <br /> 0 ~ V_ � (� d Q iL <br /> w DEPTH 15 > 2'-O". <br /> 0 L Q L ~ LU <br /> ELEVATION AX. SPAN SIZE/SPACING LEDGER SIZE/ATTACHMENT <br /> Q dz d z } O <br /> d V IL t ALL WATER PIPES UNDER z o Z GRAB BAR. UP TO 10'-0" 4005162-33 @ 16" O.G. 400T125-33 W/ (2) #10 SGREWS PER STUD <br /> LAVATORIES TO BE INSULATED. ? W <br /> Q LU Q 10'-1" - 12-0" 6005162-33 @ 16" O.G. 60OT125-33 W/ (3) #10 SCREWS PER STUD <br /> LU <br /> z = 12'-1" - 16'-0" 6005162-43 @ 16" O.G. 60OT125-43 W/ (3) #10 SCREWS PER STUD <br /> 14" RIM (MINIMUM) PLAN VIEW MAX w WALL FINISH. <br /> ww PROJECTION FROM WALL. 36" MIN. GRAB BAR. 1-° NOTES: <br /> Q Ul MAX. 36" MIN. Z 1. DEFLECTION LIMIT IS 1_/360 WITH 13 PSF D.L. AND 10 PSF L.L <br /> O 42" MIN. GRAB BAR. GRAB BAR. _ <br /> 2'-0" MIN. 2. JOISTS SPAN AND SPACING PER IGBO 4c143P TABLES <br /> N METAL STUD AT <br /> w } 7 _q 1 1/2 EACH SIDE (AT <br /> U z METAL STUD 3• FOR GEILIN6 JOIST SPANS GREATER THAN 10'-0", PROVIDE <br /> LU d w 16 CONTINUOUS 400T125-30 STRON6BAGK AT MID-SPAN WITH (2) #8 <br /> 0 � o o in FRAMED WALLS) <br /> 71 o) in _ xX' SMS AT EACH JOIST SOMEONE <br /> O � 4 0 p `r 4 TRANSFER ONLY). <br /> Z 0 w 0- z i m _ m z SIDE 2x6 FLAT BLOCKING <br /> d 0 m 0 N N 4 - m iv O r z in PER DETAIL: 9 / AD-1.1 2x BLOGf< (OR Scale <br /> Z m m mHE16HT STUD AT FULL <br /> As indicated <br /> 17" <br /> 6 MIN. WOOD FRAMED <br /> LU MIN. 18" MAX. PLAN VIEW WALLS).FROM ADJ. WALL OR PARTITION. Project Manager <br /> Q 1001A <br /> 6 _ DA_Mounting_Ht_O1 SIDE VIEW FRONT VIEW <br /> 0 090_6rabBar 02 <br /> Nv <br /> ODD CLARK <br /> QO <br /> � V_ ADA MountingHeights 1/4"= 1'-°" 12 Grab Bar Blocking 3 - 1'-O" Ceiling Project Number <br /> Hei g g 8 �o�st Span 5 <br /> 18-026 Lodl <br /> Sheet <br /> Details AD - 1 . 1 <br /> F:\01-Project5\2015\18-026 DB\18-026 Lodi\Drawinga\Digital Model\18-026_Lodi.rvt <br />