The URL can be used to link to this page

Home My WebLink About182NOTES: NOTES:1. REQUIRED PLUMBING 1. TRUSS BLOCK MAY CONSIST OF EITHER A WOOD STRUCTURAL PANEL OR PREFAB TRUSS BLOCK — INSTALL AND FASTEN AS SHOWN U.N.O. BENDS IN VERTICAL STACK 2. TOP CHORD OF WOOD STRUCTURAL PANEL MUST BE VERTICAL WHEN INSTALLED UNDER LOAD BEARING WALLS. OTHERWISE TOP CHORD SHALL BE DONE AS SHOWN. DO NOT GO THROUGH MAY BE VERTICAL N OR HORIZONTAL ® . STUDS. 3. TRUSS MANUFACTURER TO DESIGN PREFAB TRUSS BLOCK FOR LATERAL FORCE AS NOTED BELOW. TOP CHORD BEARING TOP CHORD BEARING FLOOR TRUSS FLOOR TRUSS FASTEN TOP CHORD OF PANEL IN ACCORDANCE W/ BOTTOM PLATE NAILING i OF SHEARWALL BELOW STUD PACK i STUD PACK SOLID 2X BLOCKING � J AT EACH EDGE OF WOOD STRUCTURAL PANEL. VERTICAL BLOCKING MAY i FASTEN BOTTOM CHORD BE OMITTED WHERE WALLS I OF PANEL IN ACCORDANCE FASTEN BOTTOM CHORD i ABOVE BLOCK ARE NOT i W/ BOTTOM PLATE NAILING OF PREFAB TRUSS PANEL i ,' SEE STUD SCHEDULE BEARING AND PANEL I OF SHEARWALL BELOW. TO TOP PLATE IN i AND SHEAR WALL HEIGHT IS 16" OR LESS. 6'��:� ACCORDANCE W/ i SCHEDULE AS NOTED •1 ' i i 15/32" SOLID WOOD STRUCTURAL ROOF DETAILS. ON PLANX1: 12'-0" MAX. PANEL W/ .148" OX3" NAILS AT 2" O.C. NOTE: TRUSS MFGR. TO DESIGN AT ALL EDGES. PREFAB TRUSS PANEL FOR 1.0 KIP i LATERAL LOAD. (U.N.O.) i WOOD STRUCTURAL PANEL TRUSS BLOCK PREFAB ROOF TRUSS BLOCK TYPICAL TRUSS BLOCK 6 TYP. PLUMBING CHASE FRAMING 2 UNIT TRUSS, SEE STUD AND SHEARWALL FLOOR SHEATHIN CORRIDOR TRUSS SCHEDULE AS NOTED ON PLAN. OR GIRDER TRUSS SEE PLAN COUPLING SLEEVE WATER CLOSET F — FLOOR SHEATHING CONT. 1X FILLER. I RISER LINE. FLOOR SHEATHING SEE SPECS. SEE SPECS. r r � r � — — � � ' Project J DEPTH OF UNIT TRUSS, I 11 CORRIDOR TRUSS OR OPEN CHASE BARRINGTON GIRDER TRUSS , I TUB/ SHOWER AND MINUS 3" (MIN.) I I LAVATORY RISER LINE. at CARMEL RE: TRUSS MANUF. I CORRIDOR TRUSS 2'-0" HOLD FLOOR TRUSS SEE PLAN. SEE PLAN. CONT. "L" METAL W/ #10 CARMEN, INDIANA TEK SCREW @ EACH STUD. ADJUST HEIGHT AS REQUIRED LECESM CaN8TRLT" CMAW FOR CEILING ATTACHMENT TRUSS MECH. CHASE 5 I 12"t GAP IN WALL I � 0 BOTTOM PLATE AT WALL STUDS EXPANSION JOINT � (TYP.) � SEE STUD AND SHEARWALL I i SCHEDULE AS NOTED ON PLAN. CONSULTING I I 3/4" TEMPORARY WALL BOTTOM PLATE ENGINEERS EXPANSION JOINT AT 8 0' I N E RVALS (� P') CORRIDOR i i UNIT BATHROOM s�rxucrDx.41. CONSULTANTS nssoclnTes,lrrc. 12511 Emily Court I Sugar Land, Texas 77478 WITHOUT BLOCKING IN PLACE THE PLUMBING 713.779.7252 800.422.7252 WASTE/ VENT RISER CAN BE PREASSEMBLED FAX: 713.779.1173 I AND PUT IN PLACE AS ONE PIECE AT EACH email: sca@scahouston.com FLOOR AS SHOWN. www.scaengineers.com SHIP RISER IN WALL 2" TO 3" LONGER IF Louisville, Kentucky 502.426.6789 WOOD STRUCTURAL PANEL FLOOR SHEATHING � I CONCERNED WITH ACTUAL LENGTH Orlando, Florida 407.893.6200 REQUIRED AT JOB SITE. FLOOR TRUSS AT--/ EXPANSION JOINT DO NOT ATTACH DECK TO TRUSS Copyright @ SCA Consulting Engineers UNTIL AFTER BUILDING IS CLOSED IN," This document is copyrighted and is an instrument of THEN NAIL FLOOR DECK AND FILL SEE STUD AND SHEARWALL service for the specific project for which it was prepared. tHd EXPANSION JOINT WITH WOOD STRIP OR NON—SHRINK GROUT I SCHEDULE AS NOTED ON PLAN. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific (PROVIDE 1/8" SPACING AT purpose intended, without written permission from SCA PANEL ENDS AND EDGES). Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent INSTALL BOTTOM PLATE FILLER BLOCK AND DOUBLER TO SPLICE BOTTOM PLATE, Pending and are the sole property of SCA Consulting Engineers. AFTER NAILING FLOOR DECK WHEN BUILDING IS "CLOSED IN." I I ISSUE DATES I Design Development �►t�11f��++ tl TEMPORARY EXPANSION JOINT DETAIL AT FLOORS 4 06-06-11 Bid Issue 4�*>`��--*xSTEi' xxxxx -y' Permit Issue 08-01-11 0100 1 98� i Construction = Issue xxxxx CONT. 1X FILLER. COUPLING SLEEVE WATER CLOSET WOOD STRUCTURAL PANEL �t�rttsttt FLOOR SHEATHING — RISER LINE. FLOOR SHEATHING SEE SPECS. Revisions FLOOR SHEATHING I SEE SPECS. DRAINAGE HOLE THROUGH FLOOR. PLUG LATER (AFTER BUILDING IS "CLOSED IN") WITH WOOD DOWEL OR NON—SHRINK GROUT. r r I � TYPICAL FRAMING DETAILS TUB/ SHOWER AND WOOD STRUCTURAL PANEL BACKER PLATE; LAVATORY RISER LINE. SCREW—GLUE TO UNDERSIDE OF FLOOR BEFORE PLUGGING HOLE TO SUPPORT WOOD DOWEL OR GROUT REPAIR. CORRIDOR TRUSS 1 I 2'-0" HOLD VFLOOR TRUSS SEE PLAN. SEE PLAN. I SEE STUD AND SHEARWALL SCHEDULE AS NOTED ON PLAN. SCALE: 1' = T -O' Drawn LHB Project 211071 Check Sheet DRAINAGE HOLE THROUGH FLOOR 3 PLUMBING WASTE/ VENT RISER 1 Date IS8.2 1 DRAWING NAME 211071 S821.dwg7-29-11 6:12PM begnoudl