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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 /> LOCATED ON ROOFS OR OTHER <br /> VERTICAL AT THE CEILING AND FLOOR LEVELS. ELEVATED LOCATIONS SHALL BE <br /> ACCESSIBLE PER CMC 304.3 y <br /> HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (718.2.2) 19 T <br /> • 304.3.1.2 PERMANENT LADDERS. Wo <br /> 2. FIREBLOCKING SHALL BE PROVIDE AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD PERMANENT LADDERS REQUIRED z o 01) <br /> WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF BY SECTION 304.3.1.1 SHALL BE ` x Q, ti <br /> FLOOR JOIST OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH CONSTRUCTED IN ACCORDANCE w P- N <br /> CD ti <br /> AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. (718.2.3) WITH THE FOLLOWING: � o rn <br /> (1) SIDE RAILINGS SHALL EXTEND W Q <br /> 3. FIREBLOCKING OF THE ANNULAR SPACE AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES NOT LESS THAN 30 INCHES ABOVE <br /> AT CEILING AND FLOOR LEVELS SHALL BE INSTALLED WITH A MATERIAL SPECIFICALLY TESTED IN THE ROOF OR PARAPET WALLv U) o <br /> THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE (2) LANDINGS SHALL NOT EXCEED o <br /> AND RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. (718.2.5) 18 FEET APART FROM THE o <br /> FINISHED GRADE <br /> (3) RUNGS SPACINGS SHALL NOT m N <br /> EXCEED 12 INCHES (305 MM) ON o rn <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 /> LESS THAN 6 INCHES (152 MM) <br /> 8 <br /> A C 1A 8.40 <br /> II Store: <br /> 1311 E. YOSEMITE AVE. <br /> B . <br /> ROOF ACCESS DOOR MANTECA, CA 95336 <br /> 1Restaurant #RC529 <br /> 8.40 I <br /> PRE—FINISHED LADDER UP SAFETY POST <br /> METAL CAP <br /> Professional of Record: NAME <br /> I <br /> I — — — 16 -7 16'-7"— —PLATE HT. PLATE HT. TURN ROOF MEMBRANE UP AT <br /> HATCH WALL & TERMINATE AS <br /> \ SINGLE—PLY ROOF LIGHT FIXTURE I I REQUIRED BY ROOFING MFR <br /> LIGHT FIXTURE RE: ELECTRICAL <br /> RE: ELECTRICAL SYSTEM RE:ROOF PL <br /> I I BUILD—UP INSULATION AROUND <br /> J ILLJ HATCH TO PREVENT WATER DESIGN <br /> FWAR <br /> CONT. EPS INSULATION BOARD R30 RIGID I I I ❑ FROM COLLECTING ON DECK <br /> HSS BEAM PER STRUCT. SECURED TO FINISH COAT OF INSULATION <br /> STUCCO TO CREATE BAND. ANCHOR ROOF HATCH CURB A r c h i t e c t u r a l <br /> RE: DET. 12/A8.21 BRICK SOLDIER I I I " " Solutions Group <br /> COURSE 00 I ❑ / 38 EXECUTIVE PARK, <br /> I I <br /> WELDED 24 GA. MET. STANDING 14'-0" A.F.F.B.O. STUCCO BAND ROOF SHEATHING.RE: STRUCT. DWGS. LONG LAG SCREWS IN <br /> I USING TWELVE 34 D x 3PRE—BORED HOLES. SECURE SUITE 310 <br /> SEAM ROOFING OVER HSS 2 1/2 x — — — — — — — — — — TO DOUBLE TOP PLATE OF IRVINE, CA 92614 <br /> 2 1/2 x 1/4" @ 30" O.C. 7/8" CEMENT PLASTER 0/ 16" O.C.WOOD STUDS @FRAMED OPENING, EITHER CONTACT: JEFF LIEDERMAN <br /> MTL LATH 0/ 2—LAYERS R19 BATT I ❑ TRUSS BRIDGING OR TOP OF (949) 430-7051 <br /> WIRE MESH BEYOND GRADE "D" PAPER. 3 INSULATION. I TRUSS AS PERMITTED BY JLIEDERMAN@PMDGINC.COM <br /> SLOPE ROOF TRUSS FRP FINISH 0/ TRUSS SUPPLIER'S ENGINEER <br /> g,2 I INTERIOR <br /> 1:12 RE: STRUCT. DWG'S 1/2" EXTERIOR GRADE PLYWOOD <br /> 2 METAL FLASHING. PAINT TO I PLYWOOD SHEATHINGI EXTEND LADDER INTO HATCH <br /> 4 MATCH BLDG. COLOR SHEATHING ❑ CAVITY TO ALLOW FOR EASY <br /> A8.21 WATER RESISTANT ACCESS TO ROOF DECK, <br /> A7.50 I BARRIER GRADE 'D' <br /> BRICK CLADDING. I 3 —0 TO T.0.12" FROM <br /> TOP RUNG <br /> " <br /> RIBBED METAL RE: EXTERIOR ELEVS. <br /> TCH <br /> PANEL 11'-0A.F.F. _ El — — 11'-0" A.F.F. <br /> 10'-8" I B.O. TRUSS �j I B.O. TRUSS <br /> B.O. BEAM 2 I LIGHTING 0 I PROVIDE CORNER R 0 T <br /> I RE: ELEC. LIGHTING RE. ELEC. I GUARD AS REQ'D ❑ REY S. <br /> Fc� <br /> � I GYPSUM BD. CEILING E�ERMP <br /> BELOW ROOF C,2g5g4 <br /> I N N FIRE BLOCKING @ 10'-0" FIRE BLOCKING @ TRUSSES. RE: RCP N0' 202 Q <br /> MAEM1HORIZONTAL & VERTICAL 10 —0 HORIZONTAL I 30 _ <br /> I TYPICAL & VERTICAL TYPICAL ❑ —9'=0" A.F.F. <br /> 8$-8$t a® o I B.O. CEILING <br /> T.O. CMU 0. CMU 24 GA. MET. STANDING SEAM 8 I FRP 0/ (1) LAYER F OF CP <br /> LINTEL BEAM. ROOFING OVER ROOFING & PL 5/8" TYPE "X" GYP. FRP 0/ (1) LAYER 5/8" TYPE <br /> RE: STRUCT. ROOF DECK A2.11 O H I (TYP 4 SIDES) ❑ "X" GYP. BOARD EACH SIDE, Prototype : P4 EXTENDED- HV, SCHEME A <br /> 2 - - - - - - - - - - - - - - - - - - - SEALED TO UNDERSIDE OF DE( <br /> A2.11 — — — — — — — — — I SPEC Design <br /> GYPSUM PER UL 309 Prototype Issue Date: 6.29.2020 <br /> SIM. 2x ROOF FRAMING BRICK SOLDIER I Design Bulletin Updates: INCLUDED <br /> is <br /> Ll <br /> I I RE: STRUCT. DWG'S. COURSE 00 ROOF LADDER BY CARBIS <br /> LIGHTING I I J LADDER WIDTH IS 2'-2 3/4" Date Issued: Bulletin Number: <br /> RE: ELEC. <br /> OUTSIDE EDGE TO OUTSIDE <br /> PROVIDE FRAME ANCHOR I <br /> TABS © 1 O.C. ` I 2x6 STUDS— ROOF HATCH OVER FROM EDGE NOV. 2018 1 & 2 <br /> \ ` FRP 0/ GYP. BD. I I REFER TO STRUCT. FRP—LINED, WOOD WOOD STUDS AT <br /> \ I CEILING I I FRAMED <br /> SHAFT AT ❑ 16" O.C. <br /> R-19 BATT INSULATION 1ST BLDG. SUBMITTAL <br /> F <br /> \ 7/8" CEMENT PLASTER I I <br /> \ 0/ MTL LATH 0/ <br /> 1/2" EXTERIOR GRADE <br /> \ 2—LAYERS GRADE "D" I I PLYWOOD SHEATHING El <br /> \ PAPER <br /> \ I I DOOR <br /> GROUT—FILLED DOOR PER \ 7/8" CEMENT PLASTER RE: SCHEDULE FRP 0/ 1/2" INTERIOR <br /> CMU WALL SCHEDULEL I \ I I 0/ MTL LATH 0/ El PLYWOOD SHEATHING <br /> \ I I 2—LAYERS GRADE "D" W/ 8" CEMENT BD. AT <br /> \ I I PAPER BASE <br /> o REVISIONS: <br /> CEMENT PLASTER <br /> 0/ CMU WALL b a_ 1 08-07-20 1st. Bldg. Submittal <br /> COOLER/FREEZER WALL CAST STONE SILL El <br /> BY OTHER CAP BEYOND 3 <br /> RE: 1 O/A2.22 4 <br /> I i II El 5 <br /> / Q z ', MIN 6 <br /> II � Q 7 <br /> 4 <br /> 5" CONC. SLAB PER I I C/) 8 <br /> LANDSCAPE AREA / I STRUCT. DWG'S. SLOPE I I CONCRETE SITEWALK 10 x El 9 <br /> RE: LANDSCAPE & TO DRAIN. SEE SHEET I I RE: CIVIL DWGS. CONC. FLOOR. Q - RUBBER FLOOR <br /> CIVIL DWG'S A1.21 I I COOLER/FREEZER SLAB FEE A2.11 RE: STRUCT. DWGS. `j 0/CONC. FLOOR. <br /> RE: SLAB PLAN <br /> F.F. ° ° ° ° Sheet Title: <br /> a e a F.F. F.F. <br /> T.O. SLAB <br /> a — <br /> RUBBER BASE <br /> 9 WALL <br /> ° - -I I� I 8.3 SECTIONS <br /> ELASTOMERIC PAINT �� ° ° I � <br /> FINISH 0/ CMUM BLDG. FOOTINGS ° Date: 08.07.2020 <br /> (TYP 3 SIDES) RE: STRUCT. DW 6 <br /> 8 a BLDG. FOOTINGS. a Project Number: <br /> — RE. STRUCT. DWGS. pa< a_, a RAC19024.0 <br /> Drawn By: XXX/XXX <br /> g e m g FLOOR DRAIN, REFER TO <br /> EXTEND UNDERGROUND PIPING PLUMBING DWGS - _ — _III III III III <br /> O EDGE OF CURB FOR PATIO <br /> ROOF DRAINAGE. — Sheet Number: <br /> � I SII I <br /> WALL SECTION AT CORRAL WALL SECTION AT ROOF HATCH A7 . 40 <br /> 3/4"= 1'-0" 3/4"= 1'-0" <br /> 1/A1.10 21 1/A1.10 Q <br /> tom <br /> m <br />