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FIRE BLOCKING — TYPICAL <br /> J.2 J.2 <br /> 2x WOOD RIDGE <br /> CLAY ROOF TILE PER SIM. 5 2x WOOD RIDGE CLAY ROOF TILE PER 1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF <br /> BOARD. RE: EXTERIOR FINISH SCHEDULE. PLYWOOD SHEATHING BOARD. RE: EXTERIOR FINISH SCHEDULE. PLYWOOD SHEATHING STUD WALLS AND PORTIONS, INCLUDING FURRED SPACES, AND <br /> W/ WATER—RESISTIVE STRUCTURAL W/ WATER—RESISTIVE <br /> STRUCTURAL RE: EXTERIOR ELEVATIONS A8.41 RE: EXTERIOR ELEVATIONS PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: <br /> BARRIER. RE: BARRIER. RE: VERTICAL AT THE CEILING AND FLOOR LEVELS. y <br /> STRUCTURAL STRUCTURAL r <br /> HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET W 'T o <br /> � 23'-2" A.F.F. 23'-2" A.F.F. "" °3 x <br /> 2. FIREBLOCKING SHALL BE PROVIDE AT INTERCONNECTIONS w �, <br /> PLATE HT. PLATE HT. ti <br /> BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION tf <br /> o rn <br /> SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN x o M X <br /> 2x6 WOOD RAFTERS. 2x6 WOOD RAFTERS. W Q E M <br /> RE: STRUCTURAL RE: STRUCTURAL ASSEMBLY OF FLOOR JOIST OR TRUSSES, AND BETWEEN Q _ <br /> COVE LIGHT. PROVIDE BY COVE LIGHT. PROVIDE BY CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR v Cn CD <br /> OWNER & INSTALL BY AGI OWNER & INSTALL BY AGI AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR C2 T <br /> RE: EXT. ELEVS. & ELEC. RE: EXT. ELEVS. & ELEC. LOCATIONS. (718.2.3) V = o <br /> o �N11 � <br /> PRE—FINISHED METAL PRE—FINISHED METAL 3. FIREBLOCKING OF THE ANNULAR SPACE AROUND VENTS, PIPES, 0-D m �, <br /> CAP FLASHING OVER CAP FLASHING OVER DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR o 0 <br /> 2x8 FASCIA BOARD 2x8 FASCIA BOARD LEVELS SHALL BE INSTALLED WITH A MATERIAL SPECIFICALLY � Q; <br /> TESTED IN THE FORM AND MANNER INTENDED FOR USE TO CD <br /> DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND RESIST THE <br /> 1/2" EXTERIOR GRADE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. <br /> PLYWOOD SHEATHING 718.2.5 <br /> 7/8" CEMENT PLASTER 0/ REFER TO PROJECT SPECIFICATIONS <br /> MTL LATH 0/ 2—LAYERS SHEETS A9.10 TO A9.60 <br /> GRADE "D" PAPER. <br /> 2x6 WOOD JOISTS. I Store: <br /> RE: STRUCTURAL WOOD STUDS @ 16" O.C. I W KETTLEMAN & LOWER SCRAMENTO <br /> WOOD STUDS @ 16" O.C. <br /> 2—PIECE REGLET & 1/2" EXTERIOR GRADE LODI, CA 95242 <br /> COUNTERFLASHING. I 4 <br /> Restaurant #RC576 <br /> PLYWOOD SHEATHING P4E-HV-M SCHEME A <br /> RE. 9/A8.40 <br /> 8.4 <br /> 7/8" CEMENT PLASTER 0/ <br /> MTL LATH 0/ 2—LAYERS <br /> SINGLE—PLY ROOF GRADE "D" PAPER. SINGLE—PLY ROOF I SINGLE—PLY ROOF Professional of Record: JEFF LIEDERMAN <br /> SYSTEM. RE: ROOF I SYSTEM. RE: ROOF PLAN. <br /> SYSTEM. RE: ROOF I PLAN. <br /> PLAN. LJ J—BOX FOR SIGNAGE I 24"x24" ACCESS PANEL <br /> R30 RIGID ROOF R30 RIGID ROOF I R30 RIGID ROOF <br /> INSULATION. SIGN BY OWNER INSULATION. I INSULATION. <br /> (UNDER SEPARATE PERMIT) rl <br /> DESIGN <br /> N <br /> Architectural <br /> ROOF SHEATHING. , ROOF SHEATHING. ROOF SHEATHING. Solutions Group <br /> RE: STRUCT. DWGS. RE: STRUCT. RE: STRUCT. DWGS. 1101 Central Expressway South <br /> BLOCKING REQUIRED FOR DWGS. Suite 100 <br /> AWNING I Allen, TX 75013 <br /> I 1 ROOF TRUSS I CONTACT: EVERETT FIELDS <br /> ROOF TRUSS <br /> PREFABRICATED AWNING (469) 619-1164 <br /> RE: STRUCT. DWGS - BY OTHER (AGI) RE: STRUCT. i EFIELDS@PMDGINC.COM <br /> DWG <br /> I <br /> R19 BATT INSULATION. <br /> x4 @ 16' O.C. R19 BATT INSULATION. 2x4 @ 16' O.C. <br /> ROOF TRUSS. <br /> RE: STRUCT. DWGS. <br /> 5/8" GYP. BD. I 5/8" GYP. BD. <br /> II � pRCH/,, <br /> OL 11'-0" F.F. 11'-0" A.F.F. 11'-0" A.F.F. 1 �E RMPN <br /> B.O. TRUSS II B.O. TRUSS I B.O. TRUSS 10'-7 3/-4" A.F.F. <br /> - <br /> Q <br /> B.O. CEILING 3g 201 = <br /> J I 8 30 2x4 JOIST @ 16' O.C. J'j9 RENEwA \�o <br /> CYPRESS WOOD rF o F c P� <br /> C° I CEILING PLANKS <br /> CYPRESS WOOD CEILING 5 CYPRESS WOOD CEILING <br /> PLANKS A8 21 PLANKS I 9'-6" A.F.F. <br /> LIGHTING RE: RCP & ELEC. 2 LIGHTING RE: RCP & ELEC. I B.O. CEILING <br /> 1/2" GYP. BD. 0/ 1/2" A2.21 <br /> PLYWOOD SHEATHING. ` 1/2" GYP. BD. 0/ 1/2" I 2x JOIST @ 16' O.C. Prototype : P4E- HV 2020 -2.0 RELEASE <br /> 1 PLYWOOD SHEATHING. I GYP. BD. GEEING Prototype Issue Date: 7.14.2020 <br /> I W/ 8" CEMENT AT CUSTOM METAL PANEL CEILING yp <br /> BASE. I RAINSCREEN BY OTHER Design Bulletin Updates: <br /> (AGI) <br /> Date Issued: Bulletin Number: <br /> -- <br /> A2.11 <br /> 7/8" CEMENT PLASTER <br /> 1ST BLDG. SUBMITTAL <br /> BEYOND 0/ MTL LATH 0/ <br /> 2—LAYERS GRADE "D" <br /> PAPER. WOOD STUDS @ 16" O.C. <br /> o <br /> (o CD I TILE 0/ 1/2" PLYWOOD & <br /> o I <br /> 1/4" TILE BACK WITH 8" <br /> °' I CEMENT BD. AT BASE INTERIOR BRICK VENEER <br /> RE: FLOOR FINISH PLAN OVER PLYWOOD SHEATHING <br /> GRAPHIC MURAL REVISIONS: <br /> CUSTOM METAL PANEL INTERIOR ELEVATION: 12.22.2020 1st Building RAINSCREEN BEYOND BY RE <br /> I g Submittal <br /> OTHER (AGI) i 1 <br /> 2 <br /> 3 <br /> STOREFRONT DOOR I 4 <br /> SYSTEM RE: DOOR I 5 <br /> SCHEDULE I 6 <br /> TILE COVE BASE 7 <br /> 2 I RE: FLOOR FINISH PLAN 8 <br /> TILE FLOOR 0/ CONCRETE SIDEWALK. TILE FLOOR 0/ A8.31 I CONCRETE SIDEWALK. <br /> CONIC. FLOOR. RE: CIVIL DWGS. CONIC. FLOOR. I — RE: CIVIL DWGS. RUBBER FLOOR <br /> RE: STRUCT. DWGS. / RE: STRUCT. DWGS. N 0/CONC. FLOOR. <br /> I I� RE: STRUCT. DWGS. <br /> 0, 0>, I 0, 0., I I 01-011 <br /> Sheet Title: <br /> OL <br /> OL <br /> e- <br /> F.F. 9 a F.F. <br /> a - a g FF <br /> as WALL <br /> _ : �:_•_ _ 11 �� 6 = ° a SECTIONS <br /> a A2.11 <br /> A8.20 Date: 12.21.2020 <br /> S <br /> LDG. FOOTING _ <br /> BLDG. FOOTINGS. <br /> ILI 11 �1H I <br /> E: STRUCT. DWGS. - - RE: STRUCT. DWGS a _ Project Number: RAC19048.0 <br /> <_ Drawn By: _ <br /> -III III III III III III III III -III III I � � III III III III III <br /> Sheet Number: <br /> WALL SECTION AT STOREFRONT CANOPY WALL SECTION AT ENTRY TOWER WALL SECTION AT INTERIOR BRICK WALL A7 . 30 <br /> 3/4"= 1'-0" 3/4"= 1'-0" 3/4'.= 1'-0" J <br /> I I 1/A1.10 21 1/A1.10 1 1/A1.10 Q <br /> m <br /> v) <br />