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14-645-017, . C • 1 : • CMU WALL EOJ I ] SEE PLAN JOIST SECTION 1 RE F.: 2/S -4.3 14" 1/4" 1/8" 2" 1 /R"" V 7 " 1/8" 211 MIN I /7 / GIRDER KNEE BRACE ONLY SEE PLAN FOR LOCATIONS JOIST SECTION 2 REF.: 1/S -4.2 1/4" I 1/4" 1 1/2" 1 1/2" SLOTS FOR 3/4" DIA BOLTS I @ 5" GA. I 1 /4" 4 "" 1/4" 4" I 71/211 71 7 1/2" I i I I Z " 3" 1 I DO NOT WELD i i DO NOT WELD 1 1/2" 11/21, STABILIZER PLATE (TYP.) I NOT BY CANAM 'HSS' COLUMN 1 SEE PLAN GIRDER SECTION 6 REF.: 2/S -4.2 BOLTS NOT BY CANAM SELF DRILLING SCREWS NOTE # C NOT BY CANAM WOOD NAILER TOJ 1 BOD NOT BY CANAM P = 0.2K I Ii L 2x2 NOT BY CANAM �e I �-J L JOIST SEE PLAN METAL STUD @ 16" O.0 NOT BY CANAM JIL KICKER JOIST @ 4' -0" O.C. SEE PLAN NOT BY CANAM SECTION T-P If REF: 7/S -4.2 CMU WALL 2 1/4'" 2 1/4" SLOTS K R 1/2" DIA BOLTS l @ 31 /2" GA. 1/ 4 " 1/4 !' 1/8 2'" ' I1/81 , 21" 2 1/2 ", I L Wi T 2 112" BEARING PLATE NOT BY CANAN I 4 DO NOT WELD I ' I DO NOT WELD STABILIZER PLATE (TYP.) CMU WALL 1 1/2 NOT BY CANAM 'HSS' COLUMN SEE PLAN JOIST SECTION 3 RE F.: 6/S -4.2 BOLTS BY CANAM 1 P = t1.8K (WL) V VIV 1 SEE PLAN SECTION 7 REF.: 2/S -4.4 TRACK CHANNEL NOT BY CANAM PLATE NOT BY CANAM C4x5A KICKER @ 5'-4" O.C. NOT BY CANAM JOIST SEE PLAN I � EL. +14' -0" AFF i BOTTOM OF KICKER SECTION "Q -Qif REF: 8/S -4.2 EOJ I ] SEE PLAN 1 JOIST SECTION 4 REF.: 2/S -4.3, 1/S4.4 L3x3 @ 5' -0" O.0 (MAX.) NOT BY CANAM CMU WALL---r '�'-CONT. L2x2 NOT BY CANAM SUSPENDED SOFFIT NOT BY CANAM VI Ew 'X -X' REF.: 10/S -4.2 SIM. 61 EOG 3 " SLOTS FOR 3/4" DIA BOLTS @ 5 GA. - I 3K (WL) r1/4" 1\411 I 1/411 4 " --- i 7 1/2" 3ONT. L4x4 + PL. BETWEEN JOIST NOT BY CANAM C4x5.4 (KICKER) BEARING PLATE @ 5'-4" O.C. NOT BY CANAM NOT BY CANAM CMU WALL DO NOT WELD 1 1/2" STABILIZER PLATE NOT BY CANAM GIRDER SECTION 5 OW91 NOTE: IF SOFFIT CENTERLINE OCCURS MORE THAN 3" FROM JOIST BOTTOM CHORD PANEL POINT, REINFORCE JOIST PER 3/S -4.2. CONT. L 2x2 SUSPENDED SOFFIT NOT BY CANAM NOT BY CANAM VIEW 'Y -Y' REF.: 9/S -4.2 1190M - _ GENEIZAL °NOTES 1. All products provided by Canam Steel Corporation in connection with this drawing are subjert to Canam Steel Corporation's Standard Tawas ant CondFjom; for Joist Sales. By accepting 4the pZnduct, flie pL-rctiaser acv sa "edges that they have received arid - review! +he�r4em>s Pry! conditions. 2. Minimum design requirements to be per S.J.I. (and S.D.I. when deck is suppJi -A by Cana4r) latest sd;qw, unless otherwise noted herein. Paint -One shop coat GreyPdmQr (Srw 4r,9"nr pro• 4oxl u;tor. Mjest) 4. The Issuance of this drawing does not constitute the acceptance of a customers order. 5 CQ12, 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. West edition for appro)amate 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 Canam 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, a)dal loads from kicker angles, eta 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 infomiation or for clarification. Canam does not accept any responsibility for discrepancies between the Structural and Architectural drawings. ERECTION NOTES 1. This drawing is In 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 fleid conditions and assumes no responsibility for any site conditions. Purchaser musty notify Canam Steel Corporation of any discrepancies between the field conditions and Canam Steel Corporation's Flo 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 60'-0' 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 1926.757(a)(3). • SPECIAL ERECTION METHODS MUST BE INCORPORATED. • EMPLOYERS WILL BE CONSIDERED TO BE IN COMPLIANCE WITH 1926.757(a)(3) 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. 4N BAYS GREATER THAN 60' -0, 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 CONDir1ONS. CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS. DESIGN METHOD: ASD © LRFD❑ FACTOREDD i REVISION NO DATE: DESCRIPTION DATE SENT FOR FIELD USE: DATE SENT FOR APPROVAL:. 42512014 �L J0 ' MEMBER C FOR APPROVAL ONLY CANAM Joists and Steel Deck 140, South Ellis Road, Jadson"11% FL, 37254 Phone: (904) 781-OM Fax (904) 781 -2004 Email: p mjax@canam.ws PROJECr NAM NAM E: CVS #10111 BIRD ROAD LOCATION: MIAMI FL. Tom: JOIST SECTIONS cusT Lint' BRUNSTEEL CORP ARCHawr CKE GROUPS • ENGMEM DRAM ate: PLAW: x. IDOrrB 411612014 Jacksonville MAWMNO: QEQa=D BY: °"'E PRarxrO: JE4.01 CJG 4242014 Q02164