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DIAPHRAGM SCHEDULE <br />SPAN RATINGMIN NOMINAL PANEL <br />THICKNESS <br />15/32" <br />TYPE <br />A <br />LOCATION <br />ROOF <br />SHEATHING <br />EDGE <br />SQUARESTRUCTURAL 1 <br />SHEATHING <br />GRADE <br />BOUNDARY <br />NAILING (BN) <br />C-D <br />VENEER <br />GRADE <br />10d @ 6" OC <br />BOND CLASS <br />EXPOSURE 1 <br />MIN ROOF <br />FRAMING <br />EDGE NAILING AT <br />PANEL EDGES (EN) <br />FIELD NAILING <br />(FN) <br />CAPACITY <br />(PLF, LRFD) <br />NOTES: <br />1. NOT USED. <br />2. MINIMUM PLYWOOD WIDTH IS 24" <br />3. PLYWOOD SHALL BE CONTINUOUS OVER 2 JOIST BAYS, MIN & 5 PLY. <br />4. NAILS SHALL BE DRIVEN TIGHT TO TOP OF PLYWOOD SURFACE AND IN NO CASE SHALL NAILS PENETRATE THE TOP PLY MORE <br />THAN COMMONLY EXPECTED WITH HAMMER DRIVEN NAILS. NAILS OVERDRIVEN ARE SUBJECT TO REJECTION AND MAY RESULT <br />IN REMOVAL OF PLYWOOD AND LUMBER FRAMING TO WHICH IT IS FASTENED. ACCEPTANCE IS AT THE DESCRESSION OF THE <br />SEOR AND SPECIAL INSPECTOR. <br />5. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8" FROM SHEATHING EDGE AND 3/8" FROM LUMBER EDGE. <br />6. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER, AND NAILS AT PANEL ALL PANEL EDGES SHALL BE <br />STAGGERED WHERE PANEL EDGE NAILING IS SPECIFIED LESS THAN 2 1/2" O.C. <br />7. PROVIDE BOUNDARY NAILS AT ALL DRAG BEAMS AND SHEARWALL LOCATIONS. <br />8. SEE DETAIL FOR FULL HT BLKG DETAIL. <br />2x / BLOCKED 10d @ 6" OC 10d @ 6" OC 51232/16 <br />LINES OF <br />FASTENERS <br />1 <br />/8 S6.01 <br />BN PER SCHED AT <br />SHEARWALL LINES <br />STAGGER PANEL JOINTS <br />PROVIDE 2x4 FLAT BLKG <br />AT ALL SHTHG EDGES <br />NOT SUPPORTED BY <br />FRAMING WHERE REQ'D <br />PER SCHEDULE (USE 3x4 <br />FOR SHEATHING TYPE B) <br />JOISTS PER PLAN <br />EDGE NAILING AT PANEL <br />EDGES TO JOIST TYPICAL <br />UNO PER SCHEDULE <br />FIELD NAILING TO INTERMEDIATE <br />JOIST TYPICAL UNO PER SCHEDULE <br />BLOCKING <br />PLYWOOD PER <br />SCHEDULE, AXIS <br />PERP TO JOISTS, TYP <br />PLYWOOD PANEL <br />EDGES <br />EDGE NAILING TO <br />BLKG AT PANEL <br />EDGES WHERE REQ'D <br />PER SCHEDULE <br />2-JOIST BAYS MIN <br />PER NOTE <br />MIN WIDTH <br />1B <br />OPENING <br />"D" <br />FOR "D" = 2'-6" MAX, USE (2) JOIST <br />FOR "D" = 4'-0" MAX, USE (3) JOIST <br />NOTE: <br />1. FOR LARGER OPENINGS REFER TO PLANS FOR FRAMING <br />CL <br /> <br />J <br />O <br />I <br />S <br />T <br />C <br />L <br /> <br />J <br />O <br />I <br />S <br />T <br />DOUBLE JOIST <br />TRIMMER <br />JOIST HANGERS, <br />TYP <br />SLOPED BLKG <br />PER , SIM <br />P1000 W/ (3) 3/8"x2" <br />LAG SCREW <br />P1068 <br />200# MAX <br />/10 S6.01 <br />NOTES: <br />1. NOTCHING AND BORING NOT PERMITTED IN THE SAME JOIST SECTION WITHOUT STRUCTURAL ENGINEER'S <br />APPROVAL. <br />2. NOTCHING NOT PERMITTED IN MIDDLE-THIRD OF JOIST SPAN. <br />3. NOTCH WIDTHS GREATER THAN SHOWN ABOVE ARE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S <br />APPROVAL. <br />4. FOR BEAM WIDTHS > 3.5" OR GLU-LAM BEAMS, SEE BORING OF BEAMS DETAIL. <br />5. FOR JOISTS SPACED > 24" OC, BORING AND NOTCHING REQUIRES STRUCTURAL ENGINEER'S APPROVAL. <br />6. DO NOT NOTCH OR BORE 2x4 JOISTS. <br />JOIST SIZE <br />2x6 / 4x6 1 3/4" <br />2 3/8" <br />7/8"x1 3/4" <br />MAX BORE <br />DIA "d" <br />MAX NOTCH DEPTH <br />x WIDTH <br />2x8 <br />2x10 <br />1"x2 3/8" <br />1 1/2"x3"3" <br />2x12 1 7/8"x3 3/4"3 3/4" <br />D/6 MAX <br />"D" <br />JOIST DEPTH <br />D/6 MAX <br />2" MIN <br />MIDDLE 1/3 SPAN <br />D/3 MAX <br />2" MIN <br />SUPPORT <br />D/4 MAX AT <br />. <br />HOLE DIA <br />. <br />GREATER OF 8x LARGER <br />HOLE DIA AND JOIST DEPTH <br />COLUMN PER PLAN <br />SIMPSON ECCOQ <br />POST CAP UNO <br />END CONDITIONB <br />PSL, LSL, LVL BM <br />OR GLB, SEE PLAN <br />3/16 <br />TYP 4 <br />SIDES <br />COLUMN PER PLANSIMPSON CCOQ <br />POST CAP, UNO <br />INTERIOR CONDITIONA <br />PSL, LSL, LVL BM <br />OR GLB, SEE PLAN <br />3/16 <br />TYP 4 <br />SIDES <br />PLYWOOD <br />SHEATHING <br />JOIST PER PLAN, TYP <br />2x OR 3x MIN BLOCK TO <br />MATCH JOIST DEPTH <br />SEE NAILING <br />SCHEDULE PER <br />1 <br />4X FULL DEPTH <br />BLKG PER 8/- <br />NOTES: <br />1. NOT MORE THAN ONE CONNECTION PER <br />BLKG. <br />2. THIS DETAIL IS APPLICABLE TO BRACE <br />PARALLEL & PERPENDICULAR TO JOISTS. <br />3. ALLOWABLE LOADS ARE BASED ON <br />SCREW WORKING CAPACITY. MEP SHALL <br />VERIFY SEISMIC BRACE AND ANGLE <br />BRACKET CAPACITY W/ MANUF. <br />1/8"Ø G.A.C. <br />W/ (2) CLAMPS <br />PER MECH <br />P1000 UNISTRUT W/ <br />P1843 ADJUSTABLE HINGE <br />P2= 200# <br /> M <br />AX <br />P3= 200 <br /># M <br />AX <br />1 <br />BN <br />5/8" MAX <br />12 GA CLIP x 3" x 3" (LLV) x <br />0' - 3" LONG W/ (2) 1/4"Ø x <br />1 3/8" <br />WOOD SCREWS <br />(2) 1/4"Ø x 1 3/8" <br />WOOD SCREW <br />P2= 200# M <br />AX <br />ANGLE BRACE PER MECH W/ <br />P1843 ADJUSTBLE HINGE <br />U410 HANGER <br />EA SIDE <br />BRACE & <br />FASTERNERS <br />PER BRACE <br />PERPENDICULAR <br />TO JOIST, SIM <br />FLOOR <br />JOIST, TYP <br />PLYWOOD <br />SHEATHING <br />BRACE PERPENDICULAR <br />TO JOIST <br />BRACE PARALLEL <br />TO JOIST <br />MAX <br />15.00° <br />MAX <br />D/3 <br />ROOF JOIST, <br />TYP <br />NOTES: <br />1. NOT MORE THAN ONE CONNECTION <br />PER BLKG. <br />2. MEP HANGER CAN BE INSTALLED DIRECTLY TO <br />ROOF BEAMS IF BEAM NOMINAL THICKNESS IS <br />EQUAL OR GREATER THAN THICKNESS OF <br />CONNECTING BLOCKING SHOWN ON THIS <br />DETAILS. <br />3. RAISE BLOCK ELEVATION AS REQUIRED TO <br />HIDE CONNECTION HARDWARE ABOVE <br />ARCHITECTURAL CEILING. <br />4. FOR SLOPED HANGER SEE . <br />3/8"Ø EYELAG W/ 3" EMBED <br />W/ 1/8"Ø G.A.C. <br />W/ (2) CABLE CLAMPS <br />4x6 BLKG W/ SIMPSON <br />HUS46 EA END TYP <br />ROOF JOIST <br />PER PLAN, TYP <br />METAL STRAP PER MECH W/ 3/8"Ø BOLT <br />P2682 W/ (2) 1/4"Ø x 1 3/8" <br />WOOD SCREWS INTO <br />4x W/ 1/2"Ø THREADED <br />ROD W/ DBL NUT <br />(NOTE: @ 5/8"Ø ROD, PROVIDE <br />COUPLING NUT REDUCER 5/8" <br />TO 1/2" WHERE OCCURS) <br />200# MAX <br />200# MAX <br />2" <br />1 1/2" <br />200# <br />DUCT ANGLE SUPPORT PER MECH200# MAX <br />5/8" <br />EQEQ <br />12 GA CLIP x 3" x 3" (LLV) x 0' - 3" <br />W/ (2) 1/4"ø x 1 3/8" WOOD <br />SCREWS 1 1/2" APART <br />JOIST WEB FILLER <br />EA SIDE, TYP. <br />3" MIN <br />TYP <br />ROOF <br />SHEATHING <br />PER PLAN <br />(2) 1/2"Ø LAG SCREWS W/ 3" EMBED <br />SEE NOTE 3 <br />150# MAX <br />UNISTRUT P1458 ANGLE CLIP W/ <br />(2) 3/8" DIA x 2" LAG SCREWS W/ NUT AND <br />WASHER AT THREADED ROD <br />/4 S6.01 <br />MIN <br /> 1 <br /> 1/2" <br />SIMPSON HCCTA9-7 <br />H = 33" W/ (2) ROTATION <br />BOLTS PER BEAM <br />(USE HCCTA5.62-5 AT GRID 2/A.5) <br />GLULAM BEAMS <br />PER PLAN <br />COLUMN OR WALL PER PLAN <br />2' - 0" MAX <br />P1068 <br />BNPLYWOOD <br />DRAG BEAM <br />TYPICAL FRAMING <br />NOT SHOWN FOR <br />CLARITY <br />SHEARWALL OR <br />COLLECTOR BEAM <br />JOIST OR BLKG <br />BLOCKING <br />EN BN <br />SCALE : 1" = 1'-0"1 TYPICAL PLYWOOD ROOF SHEATHING <br />1A PLYWOOD NAILING DETAIL <br />SCALE : 1" = 1'-0"2 NOT USED <br />SCALE : 1" = 1'-0"3 FRAMING AT OPENING <br />SCALE : 1" = 1'-0"4 HANGER AT SLOPED BLKG <br />SCALE : 1" = 1'-0"5 NOTCHING AND BORING OF JOISTS <br />SCALE : 1" = 1'-0"7 WOOD BEAM TO HSS COLUMN <br />SCALE : 1 1/2" = 1'-0"8 JOIST FULL DEPTH BLOCK <br />SCALE : 1 1/2" = 1'-0"9 MEP BRACES TO WOOD FRAMING <br />SCALE : 1 1/2" = 1'-0"10 MEP HANGERS TO WOOD FRAMING <br />SCALE : 1" = 1'-0"11 GLULAM SPLICE CONNECTION <br />PROJECT <br />COPYRIGHT LOC, INC <br />ORIGINAL SHEET SIZE: 42" X 30" <br />LOC <br />CLIEN <br />ARCHITEC <br />CONSULTANT <br />AC <br />C <br /> <br />R <br />e <br />v <br />i <br />t <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />h <br />o <br />s <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />L <br />O <br />C <br />2/12/2025 12:03:28 PM <br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt <br />2308 <br />TYPICAL <br />WOOD <br />DETAILS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S6.01 <br />SANTA ANA ZOO <br />1801 E CHESTNUT AVE, SANTA ANA, CA <br />92701 <br />KPFF <br />STRUCTURAL ENGINEER <br />LOC ARCHITECTS <br />KPFF <br />CIVIL ENGINEER <br />BORDER <br />LANDSCAPE ARCHITECT <br />ABRARI AND ASSOCIATES <br />MEP ENGINEER <br />ASSOCIATED SOILS ENGINEERING <br />GEOTECHNICAL ENGINEER <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Ramzi.hodali@kpff.com <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Sharad.Ganju@kpff.com <br />724 S. SPRING ST, SUITE 701 <br />LOS ANGELES, CA 90014 <br />213 372 5111 <br />Darren@border-la.com <br />1713 S. STANDARD AVE <br />GLENDALE, CA 91201 <br />818 956 1900 <br />Telma@abrari.com <br />2860 WALNUT AVE. <br />SIGNAL HILL, CA 90755 <br />562 897 2749 <br />Ted@associatedsoils.com <br />3203 E. 4TH ST <br />LOS ANGELES, CA 90063 <br />213 537 0480 <br />Office@loc-arch.com <br />1801 E. CHESTNUT AVE. <br />SANTA ANA, CA 92701 <br />714 647 6575 <br />Efisher@santa-ana.org <br />SANTA ANA ZOO <br />EDUCATION <br />HUB <br />1B DIAPHRAGM NAILING SECTION <br />No. Description Date <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025