CITY PROJECT - 1821 & 1823 E Chestnut Ave - Plan

Home Browse Search

ALLOWABLE HOLES -TJI JOISTS ROUND HOLE SIZE SQ. OR RECTANGULAR HOLE SIZE 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 2'-6" 2'-6" 3'-0" 4'-0" 1'-0" 1'-0" 3'-0" 3'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16"1'-0"360 20" 18"360 360 560 560 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4" 6" 91/2" 14" 117/8" 1'-6"560 360 210 230 560 210 230 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 230 360 110 210 230 360 110 210 1'-0" 1'-0" 1'-0" 2'-0" 1'-6" 2'-0" 2'-6" 3'-0" 13'-6"6'-6"1'-0" 3'-0" 10'-0" 2'-6" 6'-0" 6'-0" 1'-6" 3'-0" 3'-0" 2'-0" 1'-0" 1'-0" 1'-0" 8" 10" 9'-0" 15'-0" 6'-0" 5'-6" 10'-0" 11'-0" 12'-0" 16'-6" 12" 7'-0" 15" 11'-0" 15'-6" 16'-0" 17" 15'-0" 12'-0"4'-6" 8'-0" 2'-6" 2'-0" 3'-0" 5'-6" 5'-6" 1'-6" 1'-0" 2'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 8'-6" 12'-6" 3'-0" 4'-0" 9'-6" 5'-6" 6'-6" 13'-6" 5'-0" 5'-6" 4'-6" 9'-0" 10'-0" 8'-0" 7'-6" 7'-6" 8'-0" 9'-0" 5'-0" 4'-0" 4'-6" 7'-0" 1'-6" 2'-0" 2'-6" 4'-0" 3'-0" 3'-6" 4'-0" 5'-6" 9'-6" 11'-0" 8'-0" 9'-0" 9'-6" 10'-6" 17'-0"2'-0" 7'-6" 13'-0" 14'-6"1'-0" 1'-0" 12" 14'-6" 16'-6" 18'-0" 17'-6' 16'-6" 3'-6" 11'-6" 9'-0" 8'-6" 7'-0" 4'-0"1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 4" 1'-0" 6" 1'-0" 14'-6" 12'-6" 14'-0" 16'-6" 10" 9'-0" 8" 17" 18'-0" 20'-6" 21'-0" 19'-6" 20'-0" 19'-6" 19'-0" 15" 16'-0" 9'-0" 10'-0" 10'-0" 11'-0" 12'-0" 9'-0" 10'-6" 12'-0" 13'-6" 9'-6" 10'-6" 10'-0" 6'-0" 10'-6"3'-0" 4'-6" 1'-0" 2'-6" 4'-0" 5'-0" 1'-0" 1'-0" 2'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 9'-0" 10'-0" 4'-6" 5'-0" 5'-0" 6'-0" 6'-0" 3'-6" 4'-0" 4'-6" 2'-6" 3'-0" 3'-6" 5'-0" 5'-6" 1'-0" 2'-0" 1'-0" 1'-0" 2'-6" 3'-6" 1'-6" 2'-0" 2'-6" 3'-0" 1'-6" 2'-0" 3'-0" 4'-6" 2'-6" 3'-0" 6'-6" 7'-6" 8'-0" 9'-6" 6'-6" 7'-0" 7'-6" 8'-0" 15'-6" 16'-0" 14'-0" 15'-0" 12'-6" 13'-0" 12'-0" 13'-0" 12'-6" minimum 2 x L SQ. OR RECTANGULAR HOLE SIZEROUND HOLE SIZE 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" 2'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 560 1'-0" DEPTH 18" 20" 16" 1'-0"360 TJI® 560 2" 3" 1'-0" 360 560 560 360 230 210 1'-0" 1'-0" 4" 6" 1'-0" 1'-0" 1'-0" 1'-0" 91/2" DEPTH 117/8" 14" 210 1'-0" 110 230 360 210 360 560 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 210 360 110 230 110 TJI® 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 2" 3" 9'-0"6'-0"2'-6"1'-0" 2'-0"1'-0" 1'-0" 7'-0" 1'-0" 4"61/2" 1'-0" 87/8"11" 1'-0" 7'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 8"10" 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 5'-0" 12" 10'-0" 11'-0" 15" 2'-0" 3'-0" 3'-0" 1'-6" 4'-0" 6'-6" 6'-0" 3'-6" 10'-6" 13" 11'-0" 17" 6'-6" 10'-0" 9'-0" 6'-0" 5'-6"2'-6"1'-0" 3'-0" 4'-6" 5'-0" 1'-0" 1'-6" 2'-6" 1'-0"1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" 1'-0" 5'-0"2'-6" 3'-6" 5'-6" 3'-0" 6'-6" 8'-0" 6'-0" 7'-0" 8'-0" 6'-0" 5'-0" 5'-0" 5'-6" 6'-0" 2'-6" 2'-0" 1'-0" 3'-0" 2'-6" 2'-0" 4"61/2" 5'-0" 87/8"11" 13" 2 x D minimum (applies to all holes except knockouts) No field cut holes in hatched zones L 6" 1 See Table A 6" See Table A D1 1 L 2 9'-0"1'-6" 6'-6"10'-0"1'-0" 1'-0" 12" 11'-0" 12'-6' 11'-6" 12'-0" 6'-6" 7'-0" 10'-0" 9'-0" 87/8" 8'-0"2'-6"1'-0"1'-0" 4'-0" 2" 3" 1'-0" 1'-0" 61/2"4" 9'-6" 5'-0" 6'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4" 1'-0" 1'-6" 6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 10" 10'-0" 11'-0" 8" 4'-0" 3'-0" 2'-6" 5'-0" 14'-0" 15'-6" 15'-6" 13"11" 14'-6" 17" 10'-6" 11'-0" 12'-0" 11'-6" 15" 13'-6" 14'-6" 8'-0" 9'-0" 10'-0" 11'-0" 6'-0" 6'-6" 7'-0" 8'-0" 7'-6" 6'-6" 6'-0" 8'-0" 7'-0" 87/8" 2'-0" 5'-0"1'-0" 1'-0" 2'-0" 3'-6" 2'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 3'-6" 4'-0" 4'-0" 5'-6" 7'-0" 5'-6" 6'-6" 2'-6" 2'-6" 3'-0" 3'-6" 1'-6" 1'-0" 2'-0" 1'-6" 1'-0" 1'-0" 2'-6" 1'-0" 2'-0" 2" 1'-0" 3" 1'-6" 5'-0" 5'-0" 5'-6" 4'-6" 4'-6" 61/2"4" 8'-0" 8'-6" 9'-0" 9'-6" 13"11" DO NOT cut holes in cantilever reinforcement. DO NOT cut or notch flange. Do not cut holes larger than 11/2" in cantilever 11/2" hole may be cut anywhere in web out- side hatched zone D22 6"6" 6" See Table B See Table B Rectangular holes based on measurement of longest side. For simple span (5' minimum) uniformly loaded joists meeting the requirements of current Trus Joist product guides, one maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. Holes may be located vertically anywhere within the web. Leave18" of web (minimum) at top and bottom of hole. Knockouts are located in web at approximately 12" on-center; they do not affect hole placement. Distances are based on the maximum uniform loads shown in current Trus Joist product guides. For other load conditions or hole configurations contact your Trus Joist representative. Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Table A - End Support Minimum distance from edge of hole to inside face of nearest end support TJI 230 2-TJI 210 TJI 210 TOP FLANGETYPE ITS2.06/d MIT4.28/d ITS2.37/d 2-TJI 230 MIT35/d-2 TJI 360 2-TJI 360 ITS2.37/d MIT35/d-2 TJI 560 ITS3.56/d HANGERS ARE TYPICAL U.N.O. IN DRAWINGS. USE SKEWED OR SLOPED HANGERS AS REQUIRED. FASTENERS SPECIFIED FOR MAXIMUM LOADS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FILL ALL HOLES WITH 4. 3. NOTES: 1. 'd' IS MEMBER DEPTH2. SIMPSON DESIGNATIONS FACE MOUNTED IUS2.06/d MIU4.28/d IUS2.37/d MIU4.75/d-2 IUS2.37/d MIU4.75/d-2 IUS3.56/d TJI JOIST 2 ROWS 16d @ 3"OC EACH SIDE 2 ROWS 8d @ 6" OC CLINCH AS REQUIRED CONTINUOUS FILLER BLOCK FOR LENGTH, SEE PLAN TIGHT FIT AT BOT FLANGE 2" TYP 2" 2" 3" 2" 1/8" MIN 1/2" MAX 3" TIGHT FIT AT BOT FLANGE WEB STIFFENER WEB STIFFENER SIZE BY MANUFACTURER (12" MINIMUM) TJI JOIST (2) 8d NAILS EACH SIDE CLINCH AS REQUIRED 2" 1/8" MIN 1/2" MAX 2" AA AA I14 "I" JOIST "I" JOIST BLOCKING PANEL (SAME SIZE & MATERIAL AS JOISTS) SNUG FIT AT BOTTOM 2x4 BLOCK, TYP "I JOIST WEB BLOCKING PANEL (3) 8d EACH BLOCK TYPICAL 1/8" MIN 1/2" MAX SECTION A-A NOTE: FOR SOLID BLOCKING AT TIEDOWNS, SEE TIEDOWN ELEVATIONS. 1 3/4" LSL RIM BOARD SQUASH BLOCKS 10d TOP & BOTTOM TYPICAL CONTINUOUS (2) 2x TOP PLATES POST OR JAMB SEE PLAN 1 3/4" LSL RIM BOARD POST OR JAMB SQUASH BLOCK (1) 2x4 MIN AT 2x4 WALL (2) 2x4 MIN AT 2x6 WALL 1/8" WIDTH TO MATCH POST OR JAMB NOTE: FOR SOLID BLOCKING AT TIEDOWNS, SEE TIEDOWN ELEVATIONS. TJI JOIST POST OR JAMB SQUASH BLOCK EACH SIDE WEB STIFFENER EACH SIDE TJI JOIST SEE PLAN 10d TO TOP & BOTTOM FLANGE, TYP 2x4 MINIMUM SQUASH BLOCK EACH SIDE POST OR JAMB SEE PLAN WEB STIFFENER EACH SIDE CONTINUOUS (2) 2x TOP PLATES STUDS SEE PLAN TO MATCH WIDTH POST WIDTH TO MATCH POST OR JAMB AT TJI, PROVIDE FILLER BLOCK ONE SIDE, SEE 3/- AT SHEAR AND FIRE WALLS, PLYWOOD OR GYP BOARD SHALL BE CONTINUOUS BEHIND LEDGER WALL STUDS 2x BLKG AS REQ'D 14'-0" 12'-6" 9'-6" 8'-0" SPAN MAX 2x6 AT 16" OC 2x6 AT 24" OC 2x4 AT 16" OC 2x4 AT 24" OC CEILING JOISTS 2x4 LEDGER WITH 2-16d TO EACH STUD 1. FOR SPANS GREATER THAN 14'-0", USE HUNG CEILING DETAILS. 2. DO NOT SUPPORT MECHANICAL EQUIPMENT ON CEILING JOISTS, PROVIDE HANGERS TO STRUCTURE ABOVE. NOTE: 2x BLKG JOIST HANGER 1x4 HANGER WITH (2) 8d EACH END MAXIMUM SPAN SEE TABLE FOR FLUSH BEAM BEAM GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN FLUSH BEAM, SEE PLAN 10d AT 6" OC IUT HANGER, TYPICAL SEE SCHEDULE AT STUD WALL ABOVE SEE PLAN GYPCRETE OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN 10d AT 6" OC AT STUD WALL ABOVE SEE PLAN BEAM, SEE PLAN IUT HANGER, TYPICAL SEE SCHEDULE FINISH PER ARCH OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN STUD WALL, SEE PLAN 16d AT 8" OC STUD WALL, SEE PLAN EDGE NAIL SQUASH BLOCK UNDER POST OR JAMB TJI BLOCKING (4) 10d EACH BLOCKING TYPICAL (1) 10d EACH SIDE JOIST FLANGE TO TOP PLATE, TYPICAL 3 TJI BLKG AT 48" OC 16d AT 8" OC CONTIN TJI ABOVE WALL w/ 10d TOE NAIL AT 6" OC TO TOP PLATE STUD WALL SEE PLAN 10d AT 4" OC TO TJI BLKGSTUDS, SEE PLAN FINISH PER ARCH OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN 3 16d AT 8" OC TJI BLKG w/ 10d TOE NAIL AT 6" OC TO TOP PLATE STUD WALL SEE PLAN STUDS, SEE PLAN FINISH PER ARCH OVER PLYWOOD SHEATHING & TJI JOISTS SEE PLAN 3 PROJECT COPYRIGHT LOC, INC ORIGINAL SHEET SIZE: 42" X 30" LOC CLIEN ARCHITEC CONSULTANT AC C R e v i t 2 0 2 2 h o s t e d b y L O C 2/12/2025 12:03:34 PM Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt 2308 TJI DETAILS FEBRUARY 13, 2025 PLAN CHECK SUBMITTAL 02 S6.21 SANTA ANA ZOO 1801 E CHESTNUT AVE, SANTA ANA, CA 92701 KPFF STRUCTURAL ENGINEER LOC ARCHITECTS KPFF CIVIL ENGINEER BORDER LANDSCAPE ARCHITECT ABRARI AND ASSOCIATES MEP ENGINEER ASSOCIATED SOILS ENGINEERING GEOTECHNICAL ENGINEER 700 S. FLOWER, SUITE 2100 LOS ANGELES, CA 90017 213 372 5111 Ramzi.hodali@kpff.com 700 S. FLOWER, SUITE 2100 LOS ANGELES, CA 90017 213 372 5111 Sharad.Ganju@kpff.com 724 S. SPRING ST, SUITE 701 LOS ANGELES, CA 90014 213 372 5111 Darren@border-la.com 1713 S. STANDARD AVE GLENDALE, CA 91201 818 956 1900 Telma@abrari.com 2860 WALNUT AVE. SIGNAL HILL, CA 90755 562 897 2749 Ted@associatedsoils.com 3203 E. 4TH ST LOS ANGELES, CA 90063 213 537 0480 Office@loc-arch.com 1801 E. CHESTNUT AVE. SANTA ANA, CA 92701 714 647 6575 Efisher@santa-ana.org SANTA ANA ZOO EDUCATION HUB SCALE : 3/4" = 1'-0"1 TJI JOISTS - ALLOWABLE HOLES SCHEDULE SCALE : 1" = 1'-0"2 HANGER SCHEDULE - "I" JOIST SCALE : 1 1/2" = 1'-0"3 FILLER BLOCK NAILING SCALE : 1 1/2" = 1'-0"4 WEB STIFFENER NAILING SCALE : 1 1/2" = 1'-0"5 "I" JOIST BLOCKING SCALE : 1" = 1'-0"6 SQUASH BLOCK AT RIM BOARD SCALE : 1" = 1'-0"7 SQUASH BLOCKS AT TJI JOIST SCALE : 1" = 1'-0"8 SUSPENDED WOOD CEILING SCALE : 1" = 1'-0"9 TJI TO BEAM CONNECTION SCALE : 1" = 1'-0"10 BEARING WALL - JOIST PERPENDICULAR SCALE : 1" = 1'-0"11 BEARING WALL - JOISTS PARALLEL SCALE : 1" = 1'-0"12 BEARING WALL - JOISTS PARALLEL/PERPENDICULAR No. Description Date 3 PLAN CHECK SUBMITTAL 02 02-13-2025 REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL I STRUC T URALSTATE OF CAL IFORNIA 2/13/2025