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14-645-012APPROVAL NOTES R JOIST SPECIFICATIONS R MECHANICALS FIRE PROTECTION 1, DATE: XX_XX_XXXX XX_XX_XXXX XX_XX_XXXX mllmffl WE A DEN UMS AND / OR REVISED DRAWING RECD. DRAWING NO. ISSUED FOR: DATE: R - - -- _— XX_XX_XXXX APPROVER NOTES APPRVL NOTE NOTED ITEMS COMMENT 1 XX_XX_XXXX XX_XX_XXXX - - -- _ XX_XX_XXXX - - -- _ XX_XX_XXXX - -- XX_XX_XXXX - - -- - -- XX_XX_XXXX - - -- XX_XX_XXXX - - -- XX_XX_XXXX - - -- �_ XX_XX_XXXX - - -- ___ XX_XX_XXXX APPROVER NOTES APPRVL NOTE NOTED ITEMS COMMENT 1 ENGINEER, REFERENCE DETAIL 3/S -4.2. THIS DETAIL IS SHOWING A SINGLE WEB STIFFENING ANGLE FIELD INSTALLED FOR CONCENTRATED LOADS NOT LOCATED AT A C-4 no JOIST PANEL POINT. DUE TO THE POSSIBILITY OF INSTALLING THE STIFFENER ON THE oio WRONG SIDE, OR HAVING THE LOAD APPLIED TO EACH CHORD, CANAM RECOMMENDS j 2 USING STIFFENING ANGLES ON BOTH SIDES OF THE CHORD MEMBERS. CANAM WILL A MODIFY DETAIL 3/S -4.2 TO AGREE WITH INDUSTRY STANDARDS AND APPROVED REINFORCEMENT DETAIL ADOPTED BY THE STEEL JOIST INSTITUTE. REFERENCE CANAM'S TYPICAL JOIST REINFORCEMENT AT CONCENTRATED LOADS DETAIL ON SHEET JE1.11. 3 EOR, REFERENCE FRAMING PLAN NOTES 11 AND 12 ON S -2.1. CANAM UNDERSTANDS ALL GRAVITY LOADS HAVE BEEN ACCOUNTED FOR IN THE GIRDER DESIGNATION PER B FRAMING PLAN NOTE 11. CANAM WILL MAKE NO ADDITIONAL ALLOWANCE FOR THESE LOADS UNLESS NOTED OTHERWISE ON APPROVAL RETURN. ADDED COSTS FOR CHANGES IN DESIGN REQUIREMENTS MAY APPLY. EOR, REFERENCE SECTION 7/S4.2. CANAM WILL DESIGN THE JOISTS FOR A +/- 0.2K VERTICAL WIND LOAD. HOWEVER, PLEASE NOTE THAT JOISTS CANNOT RESIST LATERAL C LOADS AND CANAM UNDERSTANDS THIS WILL BE RESISTED BY THE DECK DIAPHRAGM OR ACCOUNTED FOR BY OTHER MEANS. CANAM WILL PROCEED AS STATED UNLESS NOTED OTHERWISE. EOR, IT IS UNDERSTOOD THAT ALL JOISTS SUPPORTING LOADS IN ADDITION TO THOSE UNIFORMLY DISTRIBUTED, SHALL BE DESIGNED FOR THE DESIGN LOADS SPECIFIED ON D SHEET S -0.1 OF THE STRUCTURAL DRAWINGS. THE SJi TABULATED LOADING FROM THE STANDARD JOIST SIZE DESIGNATED WILL BE CHECKED BY ITSELF AS AN ALTERNATE LOAD CASE. SEE THE JOIST DESIGNATION LEGEND BLOCK ON THE APPROVAL DRAWINGS FOR FURTHER EXPLANATION. EOR, IT IS UNDERSTOOD THAT ANY LOAD FROM THE SATELLITE POST HAS ALREADY BEEN ACCOUNTED FOR IN THE SPECIFIED LOADING OF THE JOISTS AND GIRDERS AFFECTED, AND CANAM WiLL MAKE NO ALLOWANCE FOR THIS IN THE JOIST AND GIRDER E DESIGN UNLESS INSTRUCTED OTHERWISE ON APPROVAL RETURN. ADDED COSTS FOR CHANGES IN DESIGN REQUIREMENTS MAY BE ISSUED. ENGINEER, TO MAINTAIN MINIMUM JOIST BEARING, CANAM WILL ASSUME A BEARING PLATE 1/2 "x6x10" JOIST BEARING BEARING AT THE SKEWED WALL WILL BE ACCEPTABLE (IN LIEU F OF PL 1/ 2 "x&8" SHOWN IN STRUCTURAL DRAWINGS), UNLESS INSTRUCTED ON THESE 0i APPROVAL DRAWINGS. a APPROVAL QUESTIONS QUES # ITEM IN QUESTION RESPONSE 1 APPROVER PLEASE VERIFY OR SUPPLY CLOUDED DIMENSION SHOWN ON PLAN FOR APPROVAL C-4 no ENGINEER REFERENCE GIRDER DESIGNATIONS SHOWN ON S -2.1, DESIGNATION oio PROVIDED INDICATES 8 JOISTS SPACED VERSUS 10 JOISTS SPACES BASED ON j 2 NUMBER OF JOISTS SHOWN ON PLAN. PLEASE VERIFY GIRDER DESIGNATION AS SHOWN AS ACCEPTABLE OR PROVIDE ALTERNATE GIRDER DESIGNATIONS. ADDED COSTS FOR CHANGES IN DESIGN REQUIREMENTS MAY BE ISSUED. EOR, REFERENCE GIRDER WL VALUES GIVEN IN PARENTHESIS ON PLAN S -2.1. CANAM UNDERSTANDS THESE WIND LOAD VALUES ARE THE TYPICAL GIRDER 3 PANEL POINT UPLIFT. THE ROOF JOIST UPLIFT SHOWN ON S-0.1 WILL BE USED ONLY TO CALCULATE THE JOIST UPLIFT. CANAM WILL PROCEED AS STATED UNLESS NOTED OTHERWISE. SHOP DRAWING REVIEW CKE GROUP, INC. EJ,jNO EXCEPTIONS TAKEN ❑ REJECTED NOTE COMMENTS RE- SUBMIT KEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCU TENTS Markings or comments shall not be construed as relieving the CON- TRACTOR from compliznce with the project Glans and specifications, nor departures therefrom. The CGNTRACTOR remains responsible for details and accuracy, for confirming -nil correlating all lluanti- ties, job conditions and dimensions, for selecting fabrication processes, for techniques of assemb r n, anti for ertorming his work in a safe manner. By Date Sign re a n GENERAL NOTES 1. All products provided by Canam Steel Corporation In connection - ry - win this drw ing erg sub,'t'd lc-Cenam Steel Corporation's &e ndai d Tarins and Condfionn Ary Joist Sales, By accepting tt 3 Frodu,_the pprphaser^admorrledgesthat they have received ano reviewed these terms and conditions. 2. Minimum_designfectilrements to be per S.J.I. (and S.D.I. when deck is supplied-by Crnamj later; edition, unless otherwise noted herein. 3. Paint- One shq coA'L GrL-i Primiir (Specifications provided upon request) 4. The Issuance of this drawing does not constitute the acceptance of a customer's order. 50012, Canam Steel Corporation. Unauthorized use of the drawing and Information provided herein Is strictly forbidden. 6. Camber will be fumished on all joists and joist girders (see S.J.I. Wiest edition for approximate camber) unless specifically modified by the contrail documents. Camber and deflection must be considered when detalfing 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 forges shall include, without limitation; uplitt,concentrated loads from roof top units, axial loads from rkicker angles, etc. 8. Canam's erection drawings herein were prepared using the Structural portion of the contrad 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 discrepancies between the Structural and Architectural drawings. ERECTION NOTES 1. This drawing Is to be used only for the enaction 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 aocordance 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 File 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: 4N 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 E WITH 1925.757(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. 4N BAYS GREATER THAN 60' -0, JOISTS AT OR NEAR COLUMNS SHALL BE ERECTED IN TANDEM (PAIR) WiTH AN ADJACENTJOIST. 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 WAIVED UNDER CERTAIN CONDITIONS. CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS. DESIGN METHOD: ASD © LRFDO FACTOREDO REVISION Nor I DATE: DESCRIPTION DATE SENT FOR FIELD USE DATE SENT FOR APPROVAL: 44252014 CW6 (1 T T1% r FOR APPROVAL ONLY is CANAM Joints and Stool Dock 140. South Ells Road, JadrsorMlle, FL, 32254 Phonx (904) 781-0898 Fax: (904) 781-2004 Emar: pmjax @canam_ws PROJECT NAM E: CVS #10111 BIRD ROAD NAM LOCATION: MiAMI FL. Tom: JOIST APPROVAL NOTES ctisromm- BRUNSTEEL CORP ARc rrEcr CKE GROUPS ENGINEER: WtAM5Y. DATE: RAff. IDOITB 41162014 Jacksonville DRAW M NO, CWECKED BY' DAM aaarccrrk J E -AN 1 CJG 424/2014 Q02164