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14-645-014....... ... jell_ • I. i l� h M TYPICAL INSTALLATION DETAIL FOR: HORIZONTAL BRIDGING REFERENCE: 3/S -4.3 „" .. n SECTION A —A V° L°1 1 U°\°UVII'IV I TYPICAL INSTALLATION DETAIL FOR: CONTINUOUS HORIZONTAL BRIDGING #• 1 1 1 i 1 1111 , 01W 1.I REFERENCE: 3/S4.3 (AT ROOF ONLY) im 1 1 i 1 #• MAIN — 111-11 1 mal", '1 IF THIS DIMENSION IS MORE FIELD INSTALLED STRUT. 1211=1111111W4 r 1 , WS WL K & LH in in DLH ? ? #• 1 1 1 i 1 1111 , 01W 1.I REFERENCE: 3/S4.3 (AT ROOF ONLY) im 1 1 i 1 #• MAIN — 111-11 1 mal", '1 IF THIS DIMENSION IS MORE FIELD INSTALLED STRUT. 1211=1111111W4 r 1 , * SOMETIMES THE DESIGNS FOR THE JOIST BEARING SEATS MAY REQUIRE WIDER SEAT MATERIAL THAN THE MINIMUM BEARING SUPPORT WIDTHS SPECIFIED ON THIS DETAIL THEREFORE, iT IS RECOMMENDED THAT YOU CONSULT W/ CANAM PRIOR TO FABRICATION OR INSTALLATION OF JOiST BEARING SUPPORTS TO CONFIRM BEARING WIDTH REQUIREMENTS. MINIMUM BEAR ON PLATE JOIST TOP CHORD EXTENSION WHEN _ REQUIRED. THE STEEL BEARING PLATE SHALL CMU/ BE LOCATED NOT MORE THAN (Y2°') TILT FROM THE FACE OF WALL AND PANEL SHALL NOT BE LESS THAN (B) WIDE PERPENDICULAR TO THE LENGTH OF THE JOIST. 1/2" MAXIMUM PER SJI (U.N.O. ON SECTION SHEET JE4.01) iA SEAT DEPTH SEE SECTION SHEET JE4.01 SUPPORT SHALL NOT BE LESS THAN (B) WiDE PERPENDICULAR TO THE I cn°rru rzc Tur in°rT SEAT DEPTH SEE SECTION SHEET JE4.01 �- END WEB MEMBER (MAY VARY FROM WHAT IS SHOWN) 1/2" MINIMUM OVER SUPPORT NOTE #A IM ERECTOR NOTE: JOISTS IF i 1 WITH "OSHA HOLES" TO ALLOW FOR OF O OVER 40'-0" / i i' JOISTS AT OR NEAR COLUMNS, BOLTS i IF THE BOLTS ARE NOT PRESENT, THEN THE INSID] INTENDED AS THE FINAL CONNECTION UNLESS EXPLICITLY NOTED IN THE PROJECT SPECIFIC SECTIONS. THE SNUG—TIGHT BOLTS SHALL REMAIN AFTER THE FINAL WELDED CONNECTIONS PER OUR PROJECT SPECIFIC SECTIONS EDGE i i 7 1 ADDITION Ti THE FINAL WELD . #• on-mm IN-00 IF BOLTS ARE REMOVED OR NOT USED 19011iffffowns # i 1 0 WHEN AN OPENING OCCURS IN TWO CONSECUTIVE JOIST SPACES, INSTALL ADDITIONAL X— WELDED BRIDGING ON BOTH SIDES OF THE OPENING AND IN THE FIRST JOIST SPACE ON EACH SIDE OF THE OPENINGS. CUT EXISTING BRIDGING AND INSTALL NEW X- WELDED BRIDGING AT EACH BOTTOM CHORD BRIDGING ROW LOCATION ON EACH II I) SIDE OF THE OPENING AS SHOWN ABOVE. r 11 CUT LINE Ij a° n Z�\ _JI C" II II O" 1" TYP THIS DETAIL APPLIES WHEN PREVIOUSLY ERECTED ROWS OF JOIST BRIDGING INTERFERE WiTH THE INSTALLATION OF MATERIAL FROM OTHER TRADES (E.G. PIPING, MECHANICAL DUCT WORK, SKYLIGHT OPENINGS, ETC...). ONCE THE BRIDGING IS REMOVED, IT IS NECESSARY TO TERMINATE THE BOTTOM CHORD ROWS OF BRIDGING IN THE SPACES ADJACENT TO THE NEWLY VACATED SPACE. IF THE STEEL DECK IS ATTACHED DIRECTLY TO THE JOIST TOP CHORD, THEN THE TOP CHORD BRIDGING ROW DOES NOT REQUIRE TERMINATION BRIDGING AT THESE LOCATIONS. ANY X- WELDED BRIDGING REQUIRED TO MEET THIS CONDITION IS NOT BY CANAM. DISCONTINUOUS HORIZONTAL BRIDGING DETAIL ERECTOR NOTE BACK CHARGES FOR REPAIRS OR ALTERATION TO OUR WORK WILL NOT BE ACCEPTED UNLESS APPROVED BY CANAM STEEL 904 - 781 -0898 - GENERAIL NOTES 1. All products provided by Canam Steel Corporation in connection w t. this dra7ft sre subjo to Canam Steel Corporation's Stgvidad l enns and Cond:tionr fcr Joist Sales. By accepting -the producklhe nurcnaseradviov4edges that they have received and nevkm-zd-thi terms and conditions. 12. Minimum design requirements to be per S.J.I. (and S.D.I. when deck a is suppl.a i-by Car aI latesC66tion, unless otherwise noted herein. p 9. Paint One shoo coa* Grey-Pnimn"r (Spej.- Qn5 prc;V6W 6po1 royuest) 4. The Issuance of this drawing does not constitute the acceptance of a customer's order. 5.C�ZQ12, Canam Steel Corporation. Unauthorized use of the drawing and Information provided herein Is strictly forbidden. 6. Camber will be furnished on all joists and joist girders (see S.J.I. latest edition for approximate camber) unless specifically modified by the contract documents. Camber and deflection must be considered when detailing framing adjacent or framing to joists or girders. 7. The design is based upon load information specifically submitted to Canarn Steel Corporation. No special bads or other forces have been provided for unless purchaser has requested them In writing. Such special loads or other forces shall include, without limitation; uplift,concentrated loads from roof top units, axial loads from kicker angles, etc. 8. Canam's erection drawings herein were prepared using the Structural portion of the contract drawings as its primary guide using the Architectural drawings (when provided) only for missing Information or for clarification. Canam does not accept any responsibility for discrgmcles between the Structural and Architectural drawings. ERECTION NOTES 1. This drawing Is to be used only for the erection of products supplied by Canam Steel Corporation as indicated by an erection mark on the plans and/or sections. 2. Canam Steel Corporation is not responsible for the handling and erection of materials it supplies. The design and manufacture of the materials assumes that they are handled In accordance with all applicable laws and regulations. Canam Steel Corporation is not responsible for any mishandling or failure to properly erect the materials 3. Canam Steel Corporation has not examined any field conditions and assumes no responsibility for any site conditions. Purchaser must notify Canam Steel Corporation of any discrepancies between the field conditions and Canam Steel Corporation's Fie and Field Use drawings. 4. Any modification of material supplied by Canam Steel Corporation without prior written consent will automatically release Canam from all liability with respect to such material. ERECTOR'S NOTE: -IN BAYS 80'-01 OR LESS, THE FOLLOWING APPLIES TO ANY COLUMN JOISTS OR JOISTS NEAR A COLUMN: • THESE JOISTS HAVE NOT BEEN DESIGNED TO SUPPORT AN EMPLOYEE WiTHOUT BRIDGING INSTALLED. • THESE JOISTS ARE NOT OSHA JOISTS DESIGNED FOR STABILITY PER SUBPART R 1928.757(8X3). • SPECIAL ERECTION METHODS MUST BE INCORPORATED. • EMPLOYERS WILL BE CONSIDERED TO BE IN COMPLIANCE WITH 1928.757(aX3) IF THEY ERECT THESE JOISTS EITHER BY: (1) INSTALLING BRIDGING OR OTHERWISE STABILIZING THE JOIST PRIOR TO RELEASING THE HOISTING CABLE, OR (2) RELEASING THE CABLE WITHOUT HAVING A WORKER ON THE JOISTS. • DO NOT ALLOW EMPLOYEES ON THESE JOISTS UNTIL ADEQUATELY STABILIZED. CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS. -iN BAYS GREATER THAN WI JOISTS AT OR NEAR COLUMNS SHALL BE ERECTED IN TANDEM (PAIR) WITH AN ADJACENT JOIST. ALL BRIDGING MUST BE INSTALLED BEFORE LIFTING AND THE PAIR OF JOISTS MUST BE SECURED TO THEIR SUPPORT BEFORE RELEASING THE HOISTING LINE. THIS REQUIREMENT MAY BE WANED UNDER CERTAIN CONDITIONS. CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS. DESIGN METHOD: ASD © LRFD❑ FACTOREDD REVISION NO: DATE: DESCRIPTION DATE SENT FOR FIELD USE: DATE SENT FOR APPROVAL: 412512014 °'M EM PTT ' e UV1 M �'CANAM T E E GROW EI e„bm° saw. PLUS z FOR APPROVAL ONLY is CANAM Joists and Steel Dock 140. Sou h EIIis Reed, Jadmonv01e. FL, 32254 Phone: (904) 791.0898 Fax (904) 781 -2004 Email: prnjax @canam.ws PROJECT CVS #10111 BIRD ROAD LOCATION: MIAMI I FL. TiTLE: TYPICAL DETAILS - JOIST BRUNSTEEL CORP ARMREcT- CKE GROUPS ENGRI DRAWN BY: DAME PUNT: IDOIfB 4/182014 Jacksonville DRAWM NO: CHBCHM M DATE: RI JE1.11 CJG 4124/2014 Q02164 KEY NOTE K— SERIES LH SERIES 02 -06 LH SERIES 07 -17 DLH— SERIES 18 -25 CJ SERIES SEAT DEPTH < 5" CJ SERIES SEAT DEPTH 2 5" JOIST GIRDERS (A) 21" 21" 4" 6" 21" 4" 4" * (B) 6" 6" 9" 9" 6" 9" 9" * SOMETIMES THE DESIGNS FOR THE JOIST BEARING SEATS MAY REQUIRE WIDER SEAT MATERIAL THAN THE MINIMUM BEARING SUPPORT WIDTHS SPECIFIED ON THIS DETAIL THEREFORE, iT IS RECOMMENDED THAT YOU CONSULT W/ CANAM PRIOR TO FABRICATION OR INSTALLATION OF JOiST BEARING SUPPORTS TO CONFIRM BEARING WIDTH REQUIREMENTS. MINIMUM BEAR ON PLATE JOIST TOP CHORD EXTENSION WHEN _ REQUIRED. THE STEEL BEARING PLATE SHALL CMU/ BE LOCATED NOT MORE THAN (Y2°') TILT FROM THE FACE OF WALL AND PANEL SHALL NOT BE LESS THAN (B) WIDE PERPENDICULAR TO THE LENGTH OF THE JOIST. 1/2" MAXIMUM PER SJI (U.N.O. ON SECTION SHEET JE4.01) iA SEAT DEPTH SEE SECTION SHEET JE4.01 SUPPORT SHALL NOT BE LESS THAN (B) WiDE PERPENDICULAR TO THE I cn°rru rzc Tur in°rT SEAT DEPTH SEE SECTION SHEET JE4.01 �- END WEB MEMBER (MAY VARY FROM WHAT IS SHOWN) 1/2" MINIMUM OVER SUPPORT NOTE #A IM ERECTOR NOTE: JOISTS IF i 1 WITH "OSHA HOLES" TO ALLOW FOR OF O OVER 40'-0" / i i' JOISTS AT OR NEAR COLUMNS, BOLTS i IF THE BOLTS ARE NOT PRESENT, THEN THE INSID] INTENDED AS THE FINAL CONNECTION UNLESS EXPLICITLY NOTED IN THE PROJECT SPECIFIC SECTIONS. THE SNUG—TIGHT BOLTS SHALL REMAIN AFTER THE FINAL WELDED CONNECTIONS PER OUR PROJECT SPECIFIC SECTIONS EDGE i i 7 1 ADDITION Ti THE FINAL WELD . #• on-mm IN-00 IF BOLTS ARE REMOVED OR NOT USED 19011iffffowns # i 1 0 WHEN AN OPENING OCCURS IN TWO CONSECUTIVE JOIST SPACES, INSTALL ADDITIONAL X— WELDED BRIDGING ON BOTH SIDES OF THE OPENING AND IN THE FIRST JOIST SPACE ON EACH SIDE OF THE OPENINGS. CUT EXISTING BRIDGING AND INSTALL NEW X- WELDED BRIDGING AT EACH BOTTOM CHORD BRIDGING ROW LOCATION ON EACH II I) SIDE OF THE OPENING AS SHOWN ABOVE. r 11 CUT LINE Ij a° n Z�\ _JI C" II II O" 1" TYP THIS DETAIL APPLIES WHEN PREVIOUSLY ERECTED ROWS OF JOIST BRIDGING INTERFERE WiTH THE INSTALLATION OF MATERIAL FROM OTHER TRADES (E.G. PIPING, MECHANICAL DUCT WORK, SKYLIGHT OPENINGS, ETC...). ONCE THE BRIDGING IS REMOVED, IT IS NECESSARY TO TERMINATE THE BOTTOM CHORD ROWS OF BRIDGING IN THE SPACES ADJACENT TO THE NEWLY VACATED SPACE. IF THE STEEL DECK IS ATTACHED DIRECTLY TO THE JOIST TOP CHORD, THEN THE TOP CHORD BRIDGING ROW DOES NOT REQUIRE TERMINATION BRIDGING AT THESE LOCATIONS. ANY X- WELDED BRIDGING REQUIRED TO MEET THIS CONDITION IS NOT BY CANAM. DISCONTINUOUS HORIZONTAL BRIDGING DETAIL ERECTOR NOTE BACK CHARGES FOR REPAIRS OR ALTERATION TO OUR WORK WILL NOT BE ACCEPTED UNLESS APPROVED BY CANAM STEEL 904 - 781 -0898 - GENERAIL NOTES 1. All products provided by Canam Steel Corporation in connection w t. this dra7ft sre subjo to Canam Steel Corporation's Stgvidad l enns and Cond:tionr fcr Joist Sales. By accepting -the producklhe nurcnaseradviov4edges that they have received and nevkm-zd-thi terms and conditions. 12. Minimum design requirements to be per S.J.I. (and S.D.I. when deck a is suppl.a i-by Car aI latesC66tion, unless otherwise noted herein. p 9. Paint One shoo coa* Grey-Pnimn"r (Spej.- Qn5 prc;V6W 6po1 royuest) 4. The Issuance of this drawing does not constitute the acceptance of a customer's order. 5.C�ZQ12, Canam Steel Corporation. Unauthorized use of the drawing and Information provided herein Is strictly forbidden. 6. Camber will be furnished on all joists and joist girders (see S.J.I. latest edition for approximate camber) unless specifically modified by the contract documents. Camber and deflection must be considered when detailing framing adjacent or framing to joists or girders. 7. The design is based upon load information specifically submitted to Canarn Steel Corporation. No special bads or other forces have been provided for unless purchaser has requested them In writing. Such special loads or other forces shall include, without limitation; uplift,concentrated loads from roof top units, axial loads from kicker angles, etc. 8. Canam's erection drawings herein were prepared using the Structural portion of the contract drawings as its primary guide using the Architectural drawings (when provided) only for missing Information or for clarification. Canam does not accept any responsibility for discrgmcles between the Structural and Architectural drawings. ERECTION NOTES 1. This drawing Is to be used only for the erection of products supplied by Canam Steel Corporation as indicated by an erection mark on the plans and/or sections. 2. Canam Steel Corporation is not responsible for the handling and erection of materials it supplies. The design and manufacture of the materials assumes that they are handled In accordance with all applicable laws and regulations. Canam Steel Corporation is not responsible for any mishandling or failure to properly erect the materials 3. Canam Steel Corporation has not examined any field conditions and assumes no responsibility for any site conditions. Purchaser must notify Canam Steel Corporation of any discrepancies between the field conditions and Canam Steel Corporation's Fie and Field Use drawings. 4. Any modification of material supplied by Canam Steel Corporation without prior written consent will automatically release Canam from all liability with respect to such material. ERECTOR'S NOTE: -IN BAYS 80'-01 OR LESS, THE FOLLOWING APPLIES TO ANY COLUMN JOISTS OR JOISTS NEAR A COLUMN: • THESE JOISTS HAVE NOT BEEN DESIGNED TO SUPPORT AN EMPLOYEE WiTHOUT BRIDGING INSTALLED. • THESE JOISTS ARE NOT OSHA JOISTS DESIGNED FOR STABILITY PER SUBPART R 1928.757(8X3). • SPECIAL ERECTION METHODS MUST BE INCORPORATED. • EMPLOYERS WILL BE CONSIDERED TO BE IN COMPLIANCE WITH 1928.757(aX3) IF THEY ERECT THESE JOISTS EITHER BY: (1) INSTALLING BRIDGING OR OTHERWISE STABILIZING THE JOIST PRIOR TO RELEASING THE HOISTING CABLE, OR (2) RELEASING THE CABLE WITHOUT HAVING A WORKER ON THE JOISTS. • DO NOT ALLOW EMPLOYEES ON THESE JOISTS UNTIL ADEQUATELY STABILIZED. CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS. -iN BAYS GREATER THAN WI JOISTS AT OR NEAR COLUMNS SHALL BE ERECTED IN TANDEM (PAIR) WITH AN ADJACENT JOIST. ALL BRIDGING MUST BE INSTALLED BEFORE LIFTING AND THE PAIR OF JOISTS MUST BE SECURED TO THEIR SUPPORT BEFORE RELEASING THE HOISTING LINE. THIS REQUIREMENT MAY BE WANED UNDER CERTAIN CONDITIONS. CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS. DESIGN METHOD: ASD © LRFD❑ FACTOREDD REVISION NO: DATE: DESCRIPTION DATE SENT FOR FIELD USE: DATE SENT FOR APPROVAL: 412512014 °'M EM PTT ' e UV1 M �'CANAM T E E GROW EI e„bm° saw. PLUS z FOR APPROVAL ONLY is CANAM Joists and Steel Dock 140. Sou h EIIis Reed, Jadmonv01e. FL, 32254 Phone: (904) 791.0898 Fax (904) 781 -2004 Email: prnjax @canam.ws PROJECT CVS #10111 BIRD ROAD LOCATION: MIAMI I FL. TiTLE: TYPICAL DETAILS - JOIST BRUNSTEEL CORP ARMREcT- CKE GROUPS ENGRI DRAWN BY: DAME PUNT: IDOIfB 4/182014 Jacksonville DRAWM NO: CHBCHM M DATE: RI JE1.11 CJG 4124/2014 Q02164