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FIRE BLOCKING — TYPICAL REFER TO PROJECT SPECIFICATIONS <br /> SHEETS A9.10 TO A9.60 <br /> 1. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PORTIONS, <br /> INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EQUIPMENT AND APPLIANCES <br /> A CLAY ROOF TILE PER C LOCATED ON ROOFS OR OTHER <br /> 2x WOOD RIDGE VERTICAL AT THE CEILING AND FLOOR LEVELS. ELEVATED LOCATIONS SHALL BE <br /> BOARD. RE: EXTERIOR FINISH SCHEDULE. <br /> RE: EXTERIOR ELEVATIONS PLYWOOD SHEATHING ACCESSIBLE PER CMC 304.3 gn <br /> STRUCTURAL W/ WATER—RESISTIVE HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (718.2.2) IAC T <br /> BARRIER. RE: 304.3.1.2 PERMANENT LADDERS. W o <br /> STRUCTURAL2. FIREBLOCKING SHALL BE PROVIDE AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD PERMANENT LADDERS REQUIRED W o `Y' <br /> 6'o <br /> WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF BY SECTION 304.3.1.1 SHALL BE ` x a, ti c <br /> FLOOR JOIST OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH CONSTRUCTED IN ACCORDANCE w N <br /> ' WITH THE FOLLOWING: o - ti <br /> „ AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. (718.2.3) - <br /> _ _23 —2 (1) SIDE RAILINGS SHALL EXTEND • W Q <br /> PLATE HT. 3. FIREBLOCKING OF THE ANNULAR SPACE AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES NOT LESS THAN 30 INCHES ABOVE o_ <br /> AT CEILING AND FLOOR LEVELS SHALL BE INSTALLED WITH A MATERIAL SPECIFICALLY TESTED IN THE ROOF OR PARAPET WALLo <br /> cn <br /> L3 <br /> 2x6 WOOD RAFTERS.F2 LANDINGS SHALL NOT EXCEED �"� � o <br /> THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE ( ) <br /> 01) <br /> COVE LIGHT. RE: STRUCTURAL AND RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. (718.2.5) 18 FEET APART FROM THE 'r" o C�) <br /> PROVIDE BY FINISHED GRADE o V <br /> OWNER & INSTALL PRE—FINISHED METAL (3) RUNGS SPACINGS SHALL NOT c m <br /> BY AGI RE: EXT. CAP FLASHING OVER o ti <br /> ELEVS. & ELEC. 2x8 FASCIA BOARD EXCEED 12 INCHES (305 MM) ON C=) o, <br /> CENTER AND EACH RUNG SHALL a, <br /> BE CAPABLE OF SUPPORTING 300 <br /> POUND (136.1 KG) LOAD <br /> (4) TOE SPACE SHALL BE NOT <br /> 1/2" EXTERIOR <br /> LESS THAN 6 INCHES (152 MM) <br /> GRADE PLYWOOD <br /> SHEATHING <br /> 7/8" CEMENT 8 Store: <br /> PLASTER 0/ <br /> A8.40 <br /> MTL LATH 0/ — — — — — — — — — — — — — W KETTLEMAN & LOWER SCRAMENTO <br /> GRADESRS D' PLYWOODESHOEATHINGE LODI, CA 95242 <br /> PAPER. PRE—FINISHED <br /> 7/8" CEMENT PLASTER 0/ IB I Restaurant #RC576 <br /> MTL LATH 0/ 2—LAYERS METAL CAP <br /> GRADE "D" PAPER. EPS SECUIRED TO PLYWOOD NSULATION D ROOF ACCESS DOOR P4E-HV-M SCHEME A <br /> WITH 1X CLEATS TO <br /> CREATE CORNICE. Professional of Record: JEFF LIEDERMAN <br /> STUCCO OVER( EWF-8) I I LADDER UP SAFETY POST <br /> RE: DET. 12/A8.21 <br /> PLATE H T. <br /> TURN ROOF MEMBRANE UP AT <br /> �i HATCH WALL & TERMINATE AS <br /> LIGHT FIXTURE I I REQUIRED BY ROOFING MFR DESIGN <br /> SINGLE—PLY ROOF RE: ELECTRICAL <br /> SYSTEM RE:ROOF PL. I I I BUILD—UP INSULATION AROUND <br /> —IN HATCH TO PREVENT WATER A r c h i t e c t u r a l <br /> _ _ <br /> I N 1 o I ❑ FROM COLLECTING ON DECK <br /> 10'-8" Solutions Group <br /> B.O. BEAM <br /> R30 RIGID I 1 I 1 101 Central Expressway South <br /> FAA <br /> INSULATION BRICK SOLDIER ANCHOR ROOF HATCH CURB Suite 100 <br /> COURSE I 00 I I USING TWELVE 3/4" D x 3" Allen, TX 75013 <br /> LONG LAG SCREWS IN CONTACT: EVERETT FIELDS <br /> ROOF SHEATHING. 1 PRE—BORED HOLES. SECURE (469) 619-1164 <br /> RE: STRUCT. DWGS. WOOD STUDS @TO DOUBLE TOP PLATE OF EFIELDS@PMDGINC.COM <br /> " O.C. FRAMED OPENING, EITHER <br /> 16BATT 1 - TRUSS BRIDGING OR TOP OF <br /> R El <br /> TRUSS AS PERMITTED BY <br /> WIRE MESH BEYOND INSULATION. I ' <br /> ROOF TRUSS FRP FINISH 0/ TRUSS SUPPLIER'S ENGINEER <br /> INTERIOR <br /> RE: STRUCT. DWG'S 1/2" EXTERIOR GRADE PLYWOOD <br /> 2 PLYWOOD SHEATHINGSHEATHING I EXTEND LADDER INTO HATCH <br /> 4 13 CAVITY TO ALLOW FOR EASY Q A R C F/ T <br /> A8.21 WATER RESISTANTF <br /> _ �10 <br /> BARRIER GRADE 'D' ACCESS TO ROOF DECK, �5 S• �� <br /> BRICK CLADDING. 1 3'-0„ (+/—) 12" FROM TOP RUNG IEFFRRMFN <br /> RE: EXTERIOR ELEVS. 1 TO T.O. HATCH C,295-54 <br /> I <br /> 11'-0" A.F.F. _ _ _ 11'_O" A.F.F. <br /> �A 114C <br /> B.O. TRUSS �j 1 - B.O. TRUSS pR. 30, o�E a <br /> 7 —1 II LIGHTING PROVIDE CORNER 9TF F <br /> Pte\ <br /> Y RE: ELEC. LIGHTING RE: ELEC. I GUARD AS REQ'D <br /> El C <br /> �vt <br /> I I I <br /> 1 GYPSUM BD. CEILING <br /> � FIRE BLOCKING © 10'-0" I - BELOW ROOF <br /> FIRE BLOCKING @ <br /> I HORIZONTAL & VERTICAL 10'-0" HORIZONTAL TRUSSES. RE: RCP <br /> I <br /> TYPICAL & VERTICAL TYPICAL 1 , ❑ —9'-0" A.F.F. <br /> 0. CM B.O. CEILING Prototype : P4E- HV 2020 -2.0 RELEASE <br /> 1 FRP 0/ (1) LAYER <br /> 8 5/8" TYPE "X" GYP. FRP 0/ (1) LAYER 5/8" TYPE <br /> Prototype Issue Date: 7.14.2020 <br /> — — — — A2.11 I "X" GYP. BOARD EACH SIDE, <br /> ------------------- <br /> O.H. <br /> (TYP 4 SIDES) ❑ Design Bulletin Updates: -- <br /> _ SEALED TO UNDERSIDE OF DECK, <br /> 14—11 1 2 2 -- <br /> B.O. DECK <br /> A2.11 — — — ATTACH GYPSUM PER UL 309 <br /> SIM. - 24 GA. MET. STANDING SEAM SPEC Date Issued: Bulletin Number: <br /> LINTEL BEAM. I I ROOFING OVER ROOFING & PLYWD BRICK SOLDIER 00 <br /> RE: STRUCT. 1 1 ROOF DECK COURSE ROOF LADDER BY CARBIS <br /> J LADDER WIDTH IS 2'-2 3/4" <br /> I 1 OUTSIDE EDGE TO OUTSIDE <br /> PROVIDE FRAME ANCHOR I I FROM EDGE 1ST BLDG. SUBMITTAL <br /> J 2x ROOF FRAMING ROOF HATCH OVER <br /> TABS C�? 16" O.C. 1 1 FRP—LINED, WOOD WOOD STUDS AT <br /> I RE: STRUCT. DWG'S. FRAMED SHAFT AT ❑ 16" O.C. <br /> 1 ROOF ACCESS <br /> 7/8" CEMENT PLASTER 2x6 STUDS- <br /> 0/ MTL LATH 0/ I I REFER TO STRUCT. <br /> 2—LAYERS GRADE "D" I I ❑ <br /> PAPER R-19 BATT INSULATION <br /> L' DOOR <br /> R PER <br /> GROUT—FILLED DSC�EDULE a I I RE: SCHEDULE FRP 0/ 1/2" INTERIOR <br /> CMU WALL I 1/2" EXTERIOR GRADE PLYWOOD SHEATHING REVISIONS: <br /> 'L I I PLYWOOD SHEATHING ❑ W/ 8" CEMENT BD. AT 12.22.2020 1st Building Submittal <br /> ;� o I I BASE 1 <br /> CEMENT PLASTER FF I ;� � 1 1 7/8" CEMENT PLASTER oI 2 <br /> 0/ CMU WALL o I I 0/ MTL LATH 0/ � o a- <br /> El <br /> I 2—LAYERS GRADE "D" CAST STONE SILL ❑ 4 <br /> I I PAPER CAP BEYOND 5 <br /> ELASTOMERIC PAINT I m I I RE: 9/A2.22 <br /> FINISH 0/ CMU I I I <br /> (TYP 3 SIDES) I �� COOLER/FREEZER WALL ❑ <br /> 7 <br /> I I BY OTHER Q z 7" MIN 8 <br /> I I c Q <br /> 5" CONIC. SLAB PER I I Cnn <br /> STRUCT. DWG'S. SLOPE 1 1 CONCRETE SITEWALK ❑ <br /> LANDSCAPE AREA I TO DRAIN. SEE SHEET I I RE: CIVIL DWGS. 10 <br /> RE: LANDSCAPE & A2.11 CONIC. FLOOR. Q N RUBBER FLOOR Sheet Title: <br /> CIVIL DWG'S I A1.21 I I COOLER/FREEZER SLAB RE: STRUCT. DWGS. I 0/CONC. FLOOR. <br /> RE: SLAB PLAN - cO WALL <br /> OL 0'-0" _ _ 0'-0" 0'-0" 0'-0" <br /> 777!!,�� <br /> F.F. — F.F. F.F. a a 4 <br /> 4a_ a T.O. SLAB SECTIONS <br /> r s� 9 <br /> • ° _- _ _ RUBBER BASE Date: 12.21.2020 <br /> ° • • �--� ' , ° ; ° ' • �>'`�;` = `..�":. -� �''.: ': 8.3 Project Number: RAC19048.0 <br /> BLDG. FOOTINGS <br /> ' _77 <br /> BLDG. FOOTINGS. RE: STRUCT. <br /> a Drawn By: _ <br /> ° RE: STRUCT. DWGS. <br /> EM <br /> I 5:d I1IOOR <br /> TEND UNDE GR � �P�lW �� U IB Sheet Number: <br /> F DRAINAGER F �" <br /> A7 . 40 <br /> 11 WALL SECTION AT CORRAL WALL SECTION AT ROOF HATCH Q <br /> 3/4"= 1'-0'' 3/4''= 1'-0" <br /> 1/A1.10 1/A1.10 °' <br />