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14-645-013C`VA R[7nB C` (00' -0 °) = ELEVATION <O.OK> = AXIAL LOAD ES = ERECTION STABILITY BRIDGING (MUST BE IN PLACE PRIOR TO RELEASING HOISTING LINES.) k = POINT LOAD = AMOUNT WRITTEN 10► = MOMENT CONNECTION "DT" = DANGER TAG - NOT DESIGNED TO SUPPORT AN EMPLOYEE WITHOUT BRIDGING INSTALLED. SEE ERECTOR NOTES FOR ADDITIONAL INFORMATION. XX = DENOTES JOIST CONNECTION XX = DENOTES GIRDER CONNECTION "u" = INDICATES X- WELDED BRIDGING TO BE PLACED AT FIRST BOTTOM CHORD PANEL POINTS. ALL OTHER X- WELDED ROWS TO BE EQUALLY SPACED BETWEEN THE FIRST BOTTOM CHORD PANEL POINTS. = ELEVATION CHANGE • = BOLTED CONNECTIONS NOT Q COLUMNS, WHERE SHOWN ON PLANS. • = STACKING / FOLDING PARTITION WALL = SATELLITE DISH 77 = BASKETBALL GOAL = CENTERLINE r�s w L = CURTAIN WALL PARTITION ADDL ADDITIONAL K KIPS ARCH ARCHITECTURAL KB KNEE BRACE ASD ALLOWABLE STRESS DESIGN LL LIVE LOAD BM BEAM LLH LONG LEG HORIZONTAL BB BOND BEAM LLV LONG LEG VERTICAL BC BOTTOM CHORD LRFD LOAD RESISTANCE FACTOR DESIGN BLDG BUILDING MC MASONRY COLUMN BOA BACK OF ANGLE MECH MECHANICAL BOC BACK OF CHANNEL MEZZ MEZZANINE BOD BOTTOM OF DECK MIN MINIMUM BOT BOTTOM MISC MISCELLANEOUS BRDG BRIDGING MS METAL STUD BRG BEARING NIC NOT IN CONTRACT BS BOTH SIDES NTS NOT TO SCALE CANT CANTILEVER NS NEAR SIDE CB CONCRETE BEAM OA OVER ALL CC CENTER TO CENTER OC ON CENTER CLR CLEARANCE OD OUTSIDE DIAMETER CMU CONCRETE MASONRY UNIT OF OUTSIDE FACE COL COLUMN OH OPPOSITE HAND CONC CONCRETE OPNG OPENING CONN CONNECTION OPP OPPOSITE CONT CONTINUOUS PAF POWDER ACTUATED FASTENERS CTR CENTER PB PRECAST BEAM DIA DIAMETER PERP PERPENDICULAR DIAL DIAGONAL PC PRECAST DL DEAD LOAD PL PLATE DN DOWN PLF POUNDS PER LINEAR FOOT DTL DETAIL PLS PLACES DWG DRAWING PSF POUNDS PER SQUARE FOOT EA EACH R RADIUS EJ EXPANSION JOINT REQD REQUIRED EL ELEVATION SDI STEEL DECK INSTITUTE EOA EDGE OF ACCESSORY SIM SIMILAR EOD END OF DECK SJI STEEL JOIST INSTITUTE EPS EDGE OF POUR STOP SP SPACES EOS EDGE OF SLAB SPECS SPECIFICATIONS EQ EQUAL STD STANDARD EQS EQUAL SPACE STL STEEL EXP EXPANSION STRL STRUCTURAL FOW FACE OF WALL TC TOP CHORD FS FAR SIDE TS TUBE STEEL GA GAUGE TOJ TOP OF JOIST GALV GALVANIZED TYP TYPICAL HORIZ HORIZONTAL LINO UNLESS NOTED OTHERWISE ID INSIDE DIAMETER VIF VERIFY IN FIELD JBE JOIST BEARING ELEVATION WP WORK POINT JST JOIST LEGEND BOLTED HORIZONTAL BRIDGING, 1 1 ON PLAN S MARKS 80 89 Hl = CONTINUOUS ROW OF HORIZONTAL BRIDGING AT TOP AND BOTTOM CHORD, IDENTIFIED BY MARKS H1 - H6 ON PLACEMENT PLAN. REFERENCE TYPICAL BRIDGING SPACING DETAIL ON EACH PLACEMENT PLAN FOR SPACING REQUIREMENTS, UNLESS SPECIFIC LOCATIONS ARE SHOWN. _ _H6_ _ = CONTINUOUS ROW OF HORIZONTAL UPLIFT BRIDGING INSTALLED AT FIRST BOTTOM CHORD PANEL POINT, IDENTIFIED ON PLAN BY H1 - H6 (REFERENCE TYPICAL BRIDGING SPACING DETAIL ON ROOF PLACEMENT PLANS) 900 = GIRDER BOTTOM CHORD BRACE, IDENTIFIED ON PLAN BY MARKS 900 - 999 G = GIRDER LOADED ON DIAGONALS ONLY BG = GIRDER LOADED ON VERTICALS AND DIAGONALS VG = GIRDER LOADED ON VERTICALS ONLY LOAD IN KiPS AT EACH PANEL POINT JOIST GIDER DESIGNATION — 44G1 1 N 1 1.9K DEPTH IN __J NUMBER OF JOIST SPACES INCHES SJI SPEC. SPECIAL FLIVE LOAD OIST DESIGNATION = 28K7SP200/100 DEPTH IN J CHORD INCHES TOTAL LOAD 28K7 - STANDARD K- SERIES JOIST DESIGNED PER LOADS IN SJI LOAD TABLES 28KSP200 /100 - 28° DEEP JOIST DESIGNED PER K- SERIES SPEC' WITH A TOTAL LOAD OF 200 PLF AND A LIVE LOAD OF 100 PLF. 28KISP - DUAL -SPEC JOIST DESIGNED TO SUPPORT THE BASE LOADS SHOWN ON THE SECTION SHEET IN COMBINATION WiTH ANY LOAD NOTES ASSIGNED ON THE PLAN, WiTH A SEPARATE DESIGN CHECK FOR LOADS FROM THE SJI LOAD TABLES. 28K7SP200/1OO - DUAL -SPEC JOIST DESIGNED TO SUPPORT A 200 PLF TOTAL LOAD AND 100 PLF LIVE LOAD PLUS LOAD NOTES ASSIGNED ON THE PLAN, WITH A SEPARATE DESIGN CHECK FOR LOADS FROM THE SJI LOAD TABLES. 36LHSP200 /100 - 36• DEEP JOIST DESIGNED PER LH- SERIES SPEC' WITH A TOTAL LOAD OF 200 PLF AND A LIVE LOAD OF 100 PLF. EXCLUSIONS TO CANAM'S CONTRACT (TYPICALLY EXCLUDED) • BOLTS OTHER THAN SJI STANDARD (BOLTS TO CONNECT CANAM TO CANAM PRODUCTS ARE INCLUDED) • ADDITIONAL WEB MEMBERS UNDER CONCENTRATED LOADS • KICKERS, BRACING, STRUCTURAL SHAPES, OVERSIZED BRIDGING AND PLATES (STANDARD JOIST GIRDER BOTTOM CHORD BRACES ARE INCLUDED) • FRAMING OR HEADERS FOR OPENINGS • LOOSE EXTENSIONS (BCX) • CEILINGS EXTENSIONS • HOLES, CUPS AND PLATES FOR ATTACHMENTS OF MATERIALS PROVIDED BY OTHER TRADES • TWO -WAY SLOPE SEATS (FABRICATOR MUST SUPPLY A BENT PLATE) • AWS D1.1 WELDING (QUOTE IS PER SJI SPECIFICATIONS) • SIGNED AND SEALED DRAWINGS; JOIST CALCULATIONS CAN BE SUPPLIED UPON REQUEST • HOLES OR SLOTS IN BOTTOM CHORD CONNECTION AND THE MATERIAL TO TRANSFER AXIAL LOADS OR MOMENTS AT JOIST AND /OR GIRDER SEATS • EMBEDDED BEARING PLATES AND ANCHORS • SHEAR STUDS • BRIDGING ANCHORS SEWIMMOVIM DESCRIPTION JE101 ROOF JOIST PLACEMENT PLAN JE4.01 SECTIONS GENBRAL NOTCS 1. All products provided by Canam Steel Corporation in connection AREA LEVEL w'.9^ this dra A cre sublo to-Canam Steel Corporation's - Sie►idard 1 errls and C-ondtonc fc* Joist Sales. By accepting -the pAoduck 'lhe purchaser acbi6wledges that they have received and revietwadlhcsatemm and corbitions. 2. Minimum design requirements to be per S.J.I. (and S.D.I. when deck is suppled -by Carat;) IatesCbki ;lion, unless otherwise noted herein. �i. Paint,- -"One shoo coat Grey.Primer -- - -- (Sae.�:mc�t5n3 prc:Y�ed 1+"pOl 1'tlljUe3�) 4. The issuance of this drawing does not constitute the acceptance of a customer's order. 5 C1012, 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. Wiest edition for appro)amate camber) unless specifically modified by -- the contract documents. Camber and deflection must be considered -- when detalling framing adjacent or frarrdng to joists or girders. -- 7. The design is based upon load information specifically submitted to -- Canam Steel Corporation. No special loads or other forces have been provided for unless purchaser has requested them in writing. -- Such special loads or other forces shall include, without lim"rtatiorl; -- uplift,concentated loads from roof top units, axial bads 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 discrepancies 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 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 rasped 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 IM.757(ax3� • 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 STABLUED. CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS. -IN 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 WAIVED 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: 4252014 wrinTuri � T T i M • 41s �" CANAM TEE L GROW e a•r RU"hV °°i'mw� PLUS z FOR APPROVAL ONLY is CANAM Joll and Steed i3b mic 140, South Ellis Road. Jadommriile, FL, 32254 Phone: (904) 791-M Fax (904) 761-2004 Email: pnjax @canam.ws PROJECT NAME: CVS #10111 BIRD ROAD LDCAnON: MIAMI, FL. T'TLE: GENERAL NOTES FOR JOIST wsmmm, BRUNSTEEL CORP ARCHm"`r CKE GROUPS ENGINEER, DRAWN BY: DATE PLANT: IDOrTB 411=14 Jacksonville D+WING NO: CHBCKM aY: DATE: era J E 1.01 CJG 4242014 002164