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2x4 VERT. BLOCKING TO ADJACENT BOTTOM TRUSS CHORDS F—ROOF TRUSS PLYWOOD SHEATHING 35(TYP.) TYP' WALL SUBSTRATE PER SHT.A1.0 E.1.F.S. WASHER o J J BLOCKING AS REQUIRED WALL FINISH PER INTERIOR 1w �` ° ° ALTERNATE A35(TYP.) ELEVATIONS LOCATION A/A8 SIM PVC (SCH 40) BUSHING- FILL WITH w SEALANT w o 2x4 LAID FLAT FASTENER AS REQUIRED o z - ALTERNATE 2x4 VERT. SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES I NOTE: o a BLKG. LOCATION HERE INSTALL BUSHING AFTER E.I.F.S. co A/A8 SIM HILTI 0.177" 0 D.S. POWDER ACTUATED I APPLICATION HAS HARDENED. DRILL MT-1, SEE A7.2 LU FASTENER WITH MIN 1 1/2" — HOLE SLIGHTLY LARGER THAN w ICBO # 2388 EMDED AT 32" O.C. BUSHING THROUGH INSULATION w VM1 arckitecture ONLY, STOP AT PLYWOOD. CAULK w 2x6 SILL PLATE I OPENING PRIOR TO INSERTING Design Planning Interiors w IFASTENER TO SEAL PENETRATION. FLOOR TILE AS 637 5th Avenue San Rafael, CA 94901 0 0 , r. SCHEDULED w 415-451-2500 415-451-2595 fax f owww.vmarch.com j • �• ••. N ")a Q VMI JOB NUMBER p Q 4. �LUPARALLEL CONDITION ln� 1861 W U �N NOT USED N.T.S. 17 CONNECTION THRU STUCCO 3" = 1'-0" 9 NOT USED NTS 5 SCHLUTER BASE N.T.S. 1 C_ �o o� O� o N ROOF TRUSSIL ti f� o EXISTING STUCC WALL SUBSTRATE PER SHT. A1.0 _ C) SEALANT �, B B NEW E.I.F.S., MIN =P.. No. 017928 Z< THICKNESS 3/4" D'O IMPSON DTC ROOF TRUSS CLIP 1X4 P.T.WD. WALL FINISH PER INTERIOR EXISTING PLYWD. �j >a ON BOTH SIDES BLOCKING ELEVATIONS Op C\1= ffi Qp r oN �J 10 F W U O 10 U O U= 10 o U) HILTI 0.177" 0 D.S. POWDER ACTUATED co FASTENER WITH MIN 1 1/2" — ICBO # 2388 w EMDED AT 32 O.C. SEALANT BASE TILE 11 J= Q~ C m 2x6 SILL PLATE a o SCHLUTER 3/8" RADIUS COVE = 1-1/2" o z , a TILE- —FASTENER PENETRATION TO FLOOR FLUSH /SCHLUTER Z BE MAX 1/3 OF SLAB NOTE ALTERNATIVE-ARCH w o - I . 1 • ' DEPTH—TYPICAL ALL POWER TRIM/LIGHT BANDS CAN Z o • _. ACTUATED FASTENERS C_T7 BE OF STUCCO MATERIAL �O �z Ww PERPENDICULAR CONDITION w:5 00 w NOT USED N.T.S. 18 TYP. NON-BEARING INT. WALL 1/2" = 11-0" 14 TRIM BAND N.T.S. 10 S/S CORNER GUARDS 3" = V-0° 6 BASE @ RESTROOM 3" = V-0° 2 om =O U� U LL U)Z 0 O O� Z> STRUCTURE Z' COMPRESSION STRUT ELECTRICAL SPRING CLIP z20 GA. S.S. CORNER GUARD 0 o METALLIC TUBING SIZE VERTICAL ANTI UPLIFT STRUT OF 112"RIGID cu TOP OF BASE TO BOTTOM OF WALL SUBSTRATE PER SHT.A1.0 RECORD DATES (DIA.) L (MAX. HT.) GYPSUM WALL BOARD SURFACE LU CONDUIT AT 144 SQ FT OR LESS NOTCH CLG. -ATTACH W/CONST. DD SUBMITTAL Z 1/2" 4 -0 FINISHED SURFACE&CORNER 3/4 5 —2 LOWER END TO FIT OVER RUNNER WITH 114" I ADHESIVE BLDG.SUBMITTAL 12/03/2018 LU U)U)~ 6'-6" DIA MB AND 318"DIA X 3112" WEJ-IT EYE I CAULK BID SET 1-1/4)) 8'-6" BOLTS TO STRUCTURE ABOVE. WALL TILE PER SCHEDULE WALL FINISH PER INTERIOR CONTRACT SET LL 1-1/2" 9'j 10" I ELEVATIONS Z o 12)-7)1 COMPLETE WALL FINISH, INSTALL o U, 2-1/2" 16'-6" I _ _ _ _ _ _ METAL CORNER MOLD REVISIONS Z z 20;-2;; WRAP HANGER WIRE AROUND TRUSS CAULK 26 —0 CHORD WITH 5 FULL TWISTS. I SURFACE BULLNOSE PER THIS DETAIL PROVIDED FOR o FINISH SCHEDULE WALL TILE PER FINISH REPLACING DAMAGED TILE IN a~ . /2" POWDER COATED ALUMINUM 20 GAS.S.SCORNER GUARD KITCHEN, ONLY IF REQUIRED 0 o I riN SCHEDULE TOP OF BASE TO BOTTOM OF CORNER GUARD AT LOUNGE WALLS w z CLG. -ATTACH W/CONST. WALL FINISH PER SCHEDULE "ROUGH UP" INSIDE SURFACE OF p 1 o COMPRESSION STRUT:#12 GALV.WIRE 12 ADHESIVE CORNER GUARD AND ATTACH WITH o Z IN THIN WALL EMT.ATTACH WIRE TO CONSTRUCTION ADHESIVE N w FRAMING ABOVE (PROVIDE COVE BASE TILE-SET FLUSH W/ (;4 w Z In 0 4-12GA LATERAL BRACE WIRES 12'-0" FLOOR TILE STAINLESS STEEL WIRES WHERE @ s SCHED'D) OC EACH WAY SPLAY AT 90 FROM EACH ALUMINUM SCHLEUTER TRIM No a OTHE STRIP. ALIGN WITH WAINSCOT U w� BELOW CHAIR RAIL CLIENT PRB MANAGEMENT, LLC. Z e WOOD CHAIR RAIL PER SCHEDULE TILE INSTALLATION REQUIRES MANUFACTURERS STANDARD w pMOLDED CORNERS AT BOTH INSIDE AND OUTSIDE CORNERS. 4709 Mangels Blvd. o MITRE CORNERS, TYPICAL LU Farfield,CA 94534 _ o m 5* HANGER WIRE AT 48"O.C.&WITHIN 6" SS. CORNER GUARD N.T.S. 15 FINISH TRANSITIONS N.T.S. 11 DECOR CORNER GUARD N.T.S. 7 BASE @ WALL TILE 3" = 1'-0" $ DAVE FULWILER Q= TYP MA1. a o OF END OF CARRING CHANNEL C� TILE INSTALLATION REQUIRES MANUFACTURERS STANDARD 0 _' o o MOLDED CORNERS AT BOTH INSIDE AND OUTSIDE CORNERS. PROJECT Cn o= M ig: TACO BELL REMODEL �co 01� o o 3507 W HAMMER LANE U a, ILWALL SUBSTRATE PER SHT. A1.0 w EXISTING SUBSTRATE STOCKTON,CA 95219 co z MAIN TEE, USE HEAVY DUTY METAL GRID. WALL SUBSTRATE PER SHT.A1.0 o Q z STORE#2832 LO mo CROSS TEE, USE HEAVY DUTY METAL GRID. WALL FINISH PER INTERIOR _ SEALANT WALL FINISH PER INTERIOR ID s ELEVATIONS i w w ELEVATIONS a ¢ HANGER WIRE AT 48"O.C.&WITHIN 6" M� z 21-1011 n o —w 1X2 CHAIR RAIL � OF END OF CARRING � �� C REF. A7.2 ,,, T.O. CHAIR RAIL o �,� �z NOTES: � ( >0 1. SEE CBC SECTION 1613.1 AND ASCE 7-0513.5.69 FOR �� THIS DETAIL PROVIDED FOR M��--� E m w ADDITIONAL INFO. WAINSCOT REPLACING DAMAGED TILE IN : � 2. SUPPORT EACH LIGHT FIXTURE INDEPENDANTLY OF REF. A7.2 AND KITCHEN, ONLY IF REQUIRED o= CEILING GRID WITH (1) #12 WIRE AT 2 OPPOSITE FINISH PER SCHEDULE INTERIOR ELEVATIONS Z= CORNERS. PROVIDE EARTHQUAKE CLIPS AT ALL m� E�U) FLUORESCENT FIXTURES Q 3. WIRES SHALL BE ATTACHED TO GRID AND FINISH PER SCHEDULE � `o a STRUCTURE SIO THAT THEY CAN 200 LB. (MIN.) OR COVE BASE TILE SET FLUSH W/ FINISH Uw) ACTUAL LOAD (WHICHEVER IS GREATER) WITH A Uj SAFETY FACTOR OF 2. __ ' y : - _ _ FLOOR TILE DETAILS Z NOTE: SEE INTERIOR c 01 p 4. STRUT&BRACING WIRES SHALL BE AT SAME ?'y- - _ cc z o LOCATIONS AND MUST START WITHIN 6'. 7 ELEVATIONS FOR a m Z z 5. INSTALL CEILING TO MEET ASTM C625 AND C636. "' a 0 o FINISHES - ¢z A600 � ww Q CEILING DETAIL N.T.S. 20 NOT UESD N.T.S. 16 BASE AT DINING EXTERIOR WALLS N.T.S. 112 CHAIR RAIL DETAIL 31 = 1'-0° 8 BASE @GYP. BD. 3°=1' o° 4