Laserfiche WebLink
REFER TO PROJECT SPECIFICATIONS FIRE BLOCKING — TYPICAL <br /> SHEETS A9.10 TO A9.60 <br /> 1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF <br /> STUD WALLS AND PORTIONS, INCLUDING FURRED SPACES, AND <br /> PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: <br /> VERTICAL AT THE CEILING AND FLOOR LEVELS. y <br /> HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET W oT <br /> C\J 00 <br /> (718.2.2) ` x o a, <br /> LO <br /> 2. FIREBLOCKING SHALL BE PROVIDE AT INTERCONNECTIONS w �, <br /> BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION o o rn <br /> SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN W Q M <br /> ASSEMBLY OF FLOOR JOIST OR TRUSSES, AND BETWEEN Q <br /> CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR v cn o0 <br /> AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR �"� � T <br /> LOCATIONS. (718.2.3) V = o a <br /> o � N � <br /> 3. FIREBLOCKING OF THE ANNULAR SPACE AROUND VENTS, PIPES, cc m C'J <br /> DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR o rn <br /> LEVELS SHALL BE INSTALLED WITH A MATERIAL SPECIFICALLY 00 a; <br /> TESTED IN THE FORM AND MANNER INTENDED FOR USE TO <br /> DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND RESIST THE <br /> FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. <br /> 718.2.5 <br /> 9 <br /> Store: <br /> 8 1311 E. YOSEMITE AVE. <br /> A .40 MANTECA, CA 95336 <br /> 6 <br /> 2 28.40 A8.40 <br /> 8.40 PRE—FINISHED METAL Restaurant #RC529 <br /> = PRE—FINISHED METAL PRE—FINISHED METAL CAP \ CAP <br /> OIL 1 CAP FLASHING 16'-7)1 — 1 Professional of Record: NAME <br /> 16'-7" _ — — — — — 16'— _ _ ( PLATE HT.— — — — — <br /> PLATE HT. PLATE HT. SINGLE—PLY ROOF SYSTEM. I <br /> SINGLE—PLY ROOF SYSTEM. II SINGLE—PLY ROOF SYSTEM. I RE: ROOF PLAN. <br /> RE: ROOF PLAN. � RE: ROOF PLAN. R30 RIGIDPLAN. <br /> I <br /> R30 RIGID ROOF NSU ATION. I <br /> INSULATION. <br /> LIGHTING R30 D ROOF <br /> LIGHTING ROOF SCUPPER DESIGN <br /> RE: EXT. ELEVS. & ELEC. INSUL ON. RE: EXT. ELEVS. & ELEC. <br /> BRICK SOLDIER COURSE I A r c h i t e c t u r a l <br /> ROOF SHEATHING. _ J Solutions Group <br /> CIO BRICK SOLDIER COURSE RE: STRUCT. DWGS. 00 38 EXECUTIVE PARK, <br /> ROOF TRUSS. \ ROOF SHEATHING. SUITE 310 <br /> O <br /> FArN <br /> ROOF SHEATHING. RSTRUCT. DWGS. RE: STRUCT. DWGS. IRVINE, CA 92614 <br /> RE: STRUCT. DWGS. CONTACT: JEFF LIEDERMAN <br /> ROOF TRUSS. (949) 430-7051 <br /> ROOF TRUSS. RE: STRUCT. DWGS. WOOD STUDS @ 16" O.C. JLIEDERMAN@PMDGINC.COM <br /> RE: STRUCT. DWGS. WOOD STUDS ® 16" O.C.7/ WOOD STUDS © 16 O.C. <br /> R19 BATT INSULATION. R19 BATT INSULATION. <br /> R19 BATT INSULATION. <br /> 0 4x4TUBE STEEL, PAINT <br /> P-10 (TYP.) <br /> -f�eP-I STRUCT DWG'S <br /> 3'-6" <br /> 11'-0" A.F.F. 11'— <br /> I I 12 11'-0" A.F.F. — <br /> _ _ 11 — F. B.O. TRUSS r -1 <br /> B.O. TRUSS B.O. TRUSSA8.21 <br /> I <br /> RC T <br /> I F <br /> S. <br /> 10'-0" A.F.F. <br /> B.O. CEILING ( 2x4 JSTS @ 16' O.C. PtA14 <br /> 34 <br /> � CYPRESS WOOD CEILING C,ZgS <br /> GYP. BOARD CEILING FIRE BLOCKING @ 10'-0" STEEL 'C' CHANNEL FIRE BLOCKING 10 No. Q <br /> PAINT P-10 PLANKS HORIZONTAL & VERTICAL <br /> HORIZONTAL & VERTICAL 50 <br /> TYPICAL PPR' -oA� 01- <br /> TYPICAL RE: STRUCT. DWG'S LIGHTING J, RENEWP <br /> 0 RE: RCP & ELEC. T9TF OF P�\� <br /> I 4 II <br /> A2.2 Prototype : P4 EXTENDED- HV, SCHEME A <br /> 1/2" EXTERIOR GRADE Prototype Issue Date: 6.29.2020 <br /> PLYWOOD SHEATHING Design Bulletin Updates: INCLUDED <br /> —1/2" EXTERIOR GRADE <br /> PLYWOOD SHEATHING Date Issued: Bulletin Number: <br /> IL 11 1 <br /> NOV. 2018 1 & 2 <br /> WATER RESISTANT BARRIER 'q- TILE WALL BEYOND 7/8" CEMENT PLASTER 0/ <br /> GRADE 'D' I RE: FLOOR FINISH PLAN MTL LATH O/ 2—LAYERS <br /> BRICK CLADDING. cO GRADE "D" PAPER. 1ST BLDG. SUBMITTAL <br /> RE: EXTERIOR ELEVS. STOREFRONT SYSTEM <br /> RE: SCHEDULE END CAP <br /> 0 o GS-1 <br /> I <br /> 0 <br /> 6 <br /> 7 A8.21 <br /> A2.22 <br /> REVISIONS: <br /> J-7 <br /> CAST STONE SILL CAP. 1 08-07-20 1st. Bldg. Submittal <br /> CAST STONE SILL CAP. RE: 1O/A2.22 2 <br /> RE: 11/A2.22 I CAST STONE SILL CAP TILE 0/ 1/2" PLYWOOD & <br /> ` RE: 11/A2.22 1/4" TILE BACK WITH 8" 3 <br /> CEMENT BD. AT BASE 4 <br /> FRP 0/ 1/2" PLYWOOD WITH 1/2" GYP. BD. 0/ 1/2" RE: FLOOR FINISH PLAN 5 <br /> 8" CEMENT BD. AT BASE PLYWOOD SHEATHING. BRICK CLADDING. - 6 <br /> RE: FLOOR FINISH PLAN N W/ " CEMENT AT BASE. RE: EXTERIOR ELEVS. `V <br /> N LANDSCAPE AREA 7 <br /> WATER RESISTANT BARRIEF 12 K' RE: LANDSCAPE DWGS. 8 <br /> 2 <br /> GRADE 'D' TILE 0 CONIC. FLOOR.— A8.31 9 <br /> RUBBER FLOOR A8.31 RE: S RUCT. DWGS. CONCRETE CURB <br /> / O.H. 1/2 EXTERIOR GRADE PLl' RE: CIVIL DWGS. <br /> 0GONG. FLOOR. <br /> O/ TILE 0/ CONIC. FLOOR. SHEATHING <br /> RE: STRUCT. DWGS. <br /> I RE: STRUCT. DWGS. I i I CONC. SITE WALK OIL 0'-0" <br /> 0'-0" RE: TO CIVIL <br /> 0'-0' F.F. It <br /> Sheet Title: <br /> 4° <br /> F.F. F.F. <br /> a a <br /> ° a <br /> Cl `: <br /> A8.20 <br /> ° SECTIONS <br /> 8.20 — e <br /> 8.20 dA. EXTEND UNDERGROUND <br /> � - �IPING TO EDGE OF <br /> Date: <br /> ° a BLDG. FOOTINGS. 08.07.2020 <br /> BLDG. FOOTINGS. 6 BLDG. FOOTINGS. = RE: STRUCT. DWGS. Jf�BI <br /> RE: STRUCT. DWGS. P -° RE: TRUCT. DWGS_ — '-® <" 4 ,a Project Number: RAC19024.0 <br /> Drawn By: XXX/XXX <br /> � � � � � � ° � � � � —III III III III III III III III III <br /> Sheet Number: <br /> WALL SECTION AT FULL HEIGHT MASONRY WALL SECTION AT PATIO WALL SECTION AT DOWNSPOUT A7 . 60 <br /> 3/4"= 1'-0" 3/4"= 1'-0" 31N/A J <br /> 1/A 1.10 21 1/A 1.10 Q <br /> CIO <br />