I.C.E. BLOCK (U.S. Patent No. 4,223,501) Detail Manual

Transcription

1 I.C.E. BLOCK (U.S. Patent No. 4,223,501) Detail Manual An energy efficient - cost effective building system, designed for contractors and property owners alike.

2 1 TYPICAL WOOD FRAME TO CONCRETE FLOOR 1" FOAM SHEETING TYPICAL 2 X 6 STUD OR METAL FRAME 1/2" OSB BOARD TYPICAL 1/2" X 8" ANCHOR BOLTS 4' ON CENTER TYPICAL CUT OUT I.C.E. BLOCK FOR CONCRETE SLAB 4" CONCRETE COMPACTED FILL TYPICAL REBAR SIZE & SPACING PER I.C.E. BLOCK ENGINEERING Detail 1

3 2 TYPICAL WALL - I.C.E. BLOCK TO CONCRETE FLOOR / WOOD FLOOR VERTICAL REBAR SIZE AND SPACING AS PER I.C.E. BLOCK ENGINEERING TYPICAL WOOD LEDGER SIZE AS PER LOAD REQUIREMENTS 1/2" X 8" ANCHOR BOLTS 2' O. C. TYP. OR PER ENGINEER DESIGN. SCREW TO 24 GAUGE STEEL STUDS #10 DECK SCREW 2 1/2" TYP. NO EXPANSION JOINT REQUIRED 4" CONCRETE CUT OUT I.C.E. BLOCK 6" X 6" TO ALLOW FULL CONCRETE CONTACT TO WOOD RIM JOIST AT BOLT AREA CONCRETE POST AND BEAM SOLID WEB TYPICAL COMPACTED FILL TYPICAL TYPICAL 8" I.C.E. BLOCK 11" WIDE - 8" CONCRETE POST & BEAM TYPICAL REBAR SIZE & SPACING PER U.B.C. - A.C.I. CODES. Detail 2

4 3 INSULATION BATT 1" FOAM SHEETING 2" X 6" STUD TYPICAL 1/2" OSB BOARD TYPICAL 1/2" X 8" ANCHOR BOLTS 2' O. C. OR AS PER ENGINEER DESIGN 3/4" T&G TYPICAL NO EXPANSION JOINT REQUIRED 4" CONCRETE 2" X 10" / 2" X 12" TJI JOIST TYPICAL SCREW TO 24 GAUGE STEEL STUDS #10 DECK SCREW 2 1/2" TYP. COMPACTED FILL TYPICAL RETAINAGE TYPICAL JOIST HANGER TYPICAL 2" X 10" / 2" X 12" RIM JOIST TYPICAL CUT OUT I.C.E. BLOCK 6" X 6" TO ALLOW FULL CONCRETE CONTACT TO WOOD RIM JOIST AT BOLT AREA 6" OR 8" I.C.E. BLOCK TYPICAL Detail 3

5 4 TYPICAL STEEL LEDGER SIZE PER ENGINEERING REQUIREMENTS OR TYPICAL BRICK LEDGER VERTICAL REBAR SPACING AS PER U.B.C. OR A.C.I. CODE ENGINEERING TYPICAL STEEL ANGLE ANCHOR BOLT SIZE AND SPACING AS PER ENGINEERING REQUIREMENTS CUT I.C.E. BLOCK ALLOWING FULL CONCRETE CONTACT TO STEEL AT BOLT AREA CONCRETE POST AND BEAM SOLID WEB TYPICAL TYPICAL 6" I.C.E. BLOCK 9 1/4" WIDE WITH 6" POST AND BEAM TYPICAL REBAR SPACING AS PER U.B.C. OR A.C.I. CODE Detail 4

6 5 I.C.E. BLOCK TO CONCRETE FLOOR WITH WOOD FRAME OR STEEL FRAME FLOORING 3/4" T&G PLYWOOD TYPICAL 1/2" X 8" ANCHOR BOLTS 2' O.C. OR AS PER ENGINEERING OR U.B.C. CODE TYPICAL TJI FLOOR JOIST TYPICAL 4" CONCRETE SLAB TJI HANGER 2" X 10" RIM JOIST CUT OUT EPS FOR ANCHOR BOLTS BASEMENT AREA 6" OR 8" I.C.E. BLOCK TYPICAL REBAR PLACEMENT 2' O.C. VERTICAL AND 4' O.C. HORIZONTAL OR AS PER ENGINEERING REQUIREMENTS Detail 5

7 6 WOOD STEEL BEAM TYPICAL ATTACHMENT COMMERCIAL APPLICATION OD STEEL BEAM TYPICAL ATTACHMENT COMMERCIAL APPLICATION CUT OUT I.C.E. BLOCK STEEL STUDS CUT OUT EPS FORM FOR BEAM POCKET FIELD BRACING IS REQUIRED STEEL EMBEDDED INTO BEAM POCKET TYPICAL LOAD SPREAD REBAR TYP. PLACEMENT AND SIZE AS PER LOAD REQ. STEEL BOX DESIGN AS PER ENGINEERING NEEDS STEEL BEAM BOX WELD REBAR TO BOX TYP. SIZE REBAR AS PER REQ. Detail 6

8 7 PARAPET WALL TO ROOF SYSTEM TYPICAL PARAPET OPEN WEB TRUSS STUCCO SYSTEM ROOF MEMBRANE COUNTER FLASHING OR OVER LAP MEMBRANE TYPICAL SCUPPER ROOF MEMBRANE THROUGH SCUPPER TAPER INSUL TO SCUPPER TAPER INSUL TO DRAIN TYPICAL OPEN WEB TRUSS STUCCO SYSTEM STUCCO WIRE STAPLED TO I.C.E. BLOCK OR STEEL STUD 2" X 10" - 2" X 12" RIM JOIST AS PER ENGINEERING REQUIREMENTS FIELD CUT FORM FOR ANCHOR BOLTS. CONCRETE SHOULD HAVE FULL SURFACE CONTACT TO RIM JOIST AT BOLT AREA 6" EPS I.C.E. BLOCK OR 8" EPS I.C.E. BLOCK Detail 7

9 8 STAGGERED DOOR FRAME TYPICAL DOOR JAMB 1/2" ANCHOR BOLTS OR #20 NAILS TYPICAL 2" X 10" - 2" X 12" DOOR OR WINDOW BUCK TYPICAL WOOD OR STEEL JAMB RADIUS CORNER BEAD TYPICAL 1/2" - 5/8" DRY WALL STUCCO SYSTEM WITH LATH TYPICAL STAPLES DRY WALL SCREWS TYPICAL INTO STEEL STUD TYPICAL 1/2" - 5/8" DRY WALL SPRAY ON STUCCO SYSTEM STUCCO LATH ATTACH WITH 1" WIDE CROWN STAPLES DIRECTLY TO I.C.E. BLOCK STUDS COUNCIL AMERICAN BUILDING OFFICIALS C.A.B.O. REPORT NO. NER-272 TABLE XX1 AUTHORIZES THE USE OF 16 GAGE 1" WIDE CROWN 1 1/4" LEG LENGTH STAPLES FOR ATTACHING WALL, CEILING AND SOF- FIT COVERING MATERIALS TO METAL RECEIVING MEMBERS ONLY, IE. STEEL STUDS. Detail 8

10 9 TYPICAL STEEL DOOR-WINDOW FRAME MOUNTING TYPICAL STEEL DOOR OR WINDOW FRAME TYPICAL 1/2" - 5/8" DRY WALL STANDARD MASONARY "T" ANCHOR TYPICAL PLASTER SYSTEM STUCCO OR SYNTHETIC STUCCO SYSTEM I.C.E. BLOCK E.P.S. FORM SYSTEM TYPICAL DRY WALL SCREWS TO I.C.E. BLOCK 1 1/2" STEEL STUDS SOLID CONCRETE POST & BEAM TYPICAL REBAR TYPICAL Detail 9

11 10 COMMON WALL APARTMENT - CONDOMINIUM - TRI PLEX FIRE STOP 80' OF WALL 16" HIGH REQUIRES 1.53 CUBIC YARDS OF CONCRETE 80' OF WALL 16" HIGH REQUIRES 4.44 CUBIC YARDS OF CONCRETE DBL. 2" X 4" STUDS I.C.E. BLOCK SOUND RATING: 6" = STC 58 8" = STC 67 5/8" FIRE ROCK TYPICAL 5/8" DRY WALL TYPICAL 1/2" SOUND BOARD TYPICAL SOUND RATING? 5/8" FIRE ROCK TYPICAL 1/2" DRY WALL TYPICAL 1/2" SOUND BOARD TYPICAL I.C.E. BLOCK 2 HOUR FIRE RATED CONCRETE THICKNESS MEETS OR EXCEEDS FIRE CODE LS-101 R 30+ FINISHED WALL TREATED 2" X 4" PLATES ANCHOR BOLTS 4" CONCRETE INSULATION BATES EXPANSION JOINT TYPICAL 4" CONCRETE A.B.C. COMPACTED FILL TYPICAL 4" CONCRETE 4" CONCRETE 12" POURED CONCRETE WALL Detail 10

12 11 TYPICAL MONOLITHIC POUR CONCRETE SYSTEM BRICK LEDGE 8 X 8 X 16 CMU POURED CONCRETE CAP FOAM BOARD SCREWED TO I.C.E. BLOCK STUDS TYPICAL REBAR AS PER I.C.E. BLOCK STANDARD OR ENGINEERING AS REQUIRED TYPICAL Detail 11

13 12 EDGE OF FOOTER 8" X 16" CONCRETE FOOTER TYPICAL FOR 6" I.C.E. BLOCK 8" X 18" CONCRETE FOOTER TYPICAL FOR 8" I.C.E. BLOCK TYPICAL REBAR EDGE OF FOOTER CORE CENTERLINE 12" ON CENTER TYPICAL BLOCK USE ENGINEERED REBAR TABLES START VERTICAL REBAR 4 5/8" IN FROM CORNER TO CENTER 6" I.C.E. BLOCK START VERTICAL REBAR 5 5/8" IN FROM CORNER TO CENTER 8" I.C.E. BLOCK Detail 12

14 Detail A - 6" I.C.E. BLOCK Form Detail 6" FORM DETAIL TOP VIEW END VIEW REVERSE CUT BOTTOM VIEW ALL DIMENSION ARE IN INCHES Detail A - 6" I.C.E. Block

15 Detail B - 8" I.C.E. BLOCK Form Detail 8" FORM DETAIL TOP VIEW REVERSE CUT END VIEW BOTTOM VIEW ALL DIMENSION ARE IN INCHES Detail B - 8" I.C.E. Block

16 I.C.E. Block Building Systems, Inc. 570 S. Dayton-Lakeview Road New Carlisle, Ohio (877) ICF (877) FAX