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6 5 4 3 2 1 <br />OPENING WIDTH LINTEL SIZE <br />W < 6' 8F8 <br />6' < W < 10' 8F16-1 B/2T <br />10' < W < 14' 8F24-1 B/2T <br />BENT #5 W/ 18" LEGS, TYP <br />Ei CORNER BAR <br />(1) #5 TOP iv <br />OPEN FACE BLOCK <br />C <br />1/2 S STIRRUP SPACING "S" WIDTH <br />TO FILL THIS CELL SOLID = ; <br />BOND BEAM = • ; : TOP REINFORCING <br />GROUT SOLID <br />#5 BAR IN = z EXTEND REBAR ~ <br />HORIZONTAL REINFORCING <br />GROUT FILLED o INTO BEAM A ` - , : d, 9 °a w STIRRUPS PER SCHEDULE <br />-SEE SCHEDULE <br />.:. _ (1)#5BOTCELL z <br />9]IV <br />- °° P °r1l <br />^BOTTOM REINFORCING BOND BEAMG2'-6" VRE# CORNPRECAST LINTEL a' PER PLAN EACH LAYER 2r_6rrIF NWDITH2" CLR Cy'G <br />00 <br />NOMINAL WIDTH QUANTITY #5 REBAR AT Q <br />BOTTOM OFF LINTEL CAVITY #5 REBAR EACH 16" MIN BRG <br />0 00� 6- BIT CELL GROUT <br />SOLID <br />#5 BARS IN GROUT F= FILLED WITH <br />FILLED CELLS GROUT/ U=UNFILLED QUANTITY OF #5 <br />REBAR AT TOP <br />NOMINAL HEIGHT <br />C <br />Al <br />STEPPED BOND BEAM <br />NTS <br />WELD L2 1/2" x 2 1/2" x 1/4" FROM LOCATION <br />OF LOAD TO NEAREST PANEL POINT <br />(ON OPP CHORD OF JOIST) <br />EQUIP CURB <br />POINT LOAD, <br />ETCu <br />STEEL JOIST <br />NOTE: <br />JOIST STIFFENERS NOT REQUIRED <br />FOR POINT LOADS <br />5 250 LBS @ TOP CHORD <br />5 100 LBS @ BOT CHORD <br />WHERE POINT LOADS OCCUR <br />BETWEEN JOIST PANEL POINTS <br />5 JOIST STIFFENER DETAIL <br />NTS <br />L. SEE DETAILS FOR <br />SPLICE PLATE <br />JI <br />1/2"x2"xV-0" <br />tASPACIN4G <br />O O <br />8 <br />3/16 <br />6 <br />L3x3xCONT DECK ANGLE <br />-SEE DETAILS FOR SIZE <br />SEE DETAILS FOR <br />SPLICE PLATE <br />MAX SPACING <br />1 /2"x3"xV-0" <br />O <br />MM!t <br />8" MIN <br />L4x4xCONT DECK ANGLE 3/16 V 6 <br />-SEE DETAILS FOR SIZE <br />9 DECK ANGLE SPLICE DETAIL <br />NTS <br />2 PRECAST LINTEL SCHEDULE <br />NTS <br />n TOP OF WALL <br />TYP <br />PER PLAN <br />3/16 <br />L3x3x3/16"x CONT W/ <br />5/8" 0 CONIC SCREW IN <br />8X8 BOND BEAM <br />ANCHORS @ 24" OC <br />W/ (1) #5 CONT <br />MIN 4" EMBEDMENT AND <br />2 1/4" EDGE DISTANCE <br />3/16 <br />CMU WALL <br />PER PLAN <br />ROOF DECK, SEE PLAN <br />r401LTOP <br />n <br />OF BEAM <br />PER PLAN <br />POINT LOAD <br />--------------- <br />OWJ <br />BOND BEAM <br />P ' <br />PER PLAN <br />PER PLAN <br />L5x5x5/8" <br />x0'-9" <br />EMBED PLATE <br />1/2"x12x12 W/ <br />(4) 3/4" 0 x 5" HS <br />@ 9" GAGE <br />3/16 <br />1/2" RETURN <br />1/2" RETURN <br />PLATE 1/2"x8"x1'-0" <br />W/ (4) 1/2" DIA x 6" HS <br />6 JOIST TO TIE BEAM CONNECTION <br />3/4" = 1'-0" <br />CMU WALL <br />PER PLAN <br />CONIC BEAM <br />PER PLAN <br />1/4 V <br />HSS COLUMN <br />PER PLAN <br />OHSS TO CONICBEAM CONNECTION <br />3/4" = 1'-0" <br />L3x3x1/4" MIN -TYP - <br />AT OPENINGS - <br />SEE MECH FRAMING <br />DETAIL FOR ANGLE <br />SIZE BELOW CURBS <br />JOIST TOP <br />CHORD <br />3 TYPICAL CONCRETE BEAM DETAIL <br />NTS <br />8x8 BOND BEAM W/ <br />(1) #5 CONT <br />METAL ROOF DECK, <br />PER PLAN <br />JOIST - / I <br />JOIST BRIDGING BY <br />JOIST MFG (TYP) <br />L3x3x1/4"x1'-0" W/ (2) 3/4" DIA SCREW <br />ANCHOR @ 8" OC, W/ 4" MIN <br />EMBED (MIN) - TYPICAL <br />rik TOP OF WALL <br />M--/ PER PLAN <br />CMU WALL <br />PER PLAN <br />jIIii TOP OF BEAM <br />PER PLAN <br />BOND BEAM <br />PER PLAN <br />GROUT SOLID <br />@ SUPPORT <br />ANCHOR (TYP) <br />4 TYPICAL BOND BEAM CORNER <br />3/4" = 1'-0" <br />8x8 BOND BEAM <br />W/ (1) #5 CONT <br />CMU WALL <br />PER PLAN <br />METAL DECK <br />PER PLAN <br />BEARING <br />— <br />ELEVATION z <br />L4x4x1/4"xCONT W/ — <br />3/4" DIA SCREW <br />ANCHORS @ 24" OC W/ <br />4"EMBEDMENT <br />TOP OF WALL <br />PER PLAN <br />BOND BEAM <br />PER PLAN <br />7 TYPICAL JOIST BRIDGING AT CMU WALL METAL DECK TO TIE BEAM <br />3/4" = V-0" 8 3/4" = 1'-0" <br />EXTEND ANGLE IF REQUIRED FOR <br />HVAC UNITS OVER 6-0" LONG <br />ANGLE PLACED <br />III <br />1 DIRECTLY UNDER <br />�p i i1 HVAC UNIT CURB II <br />BAR JOIST STIFFENER <br />TYP 3/16 jll i i1 LINE OF HVAC III MAY BE REQUIRED REFER <br />L;±41 �� TO BAR JOIST STIFFENER <br />% OL I <br />—__—s-------------=-L__-- DETAIL 5 / S4.0 <br />------------------ <br />I II i t l i II <br />1 1 II l i II WELD DECK <br />TO PERIMETER <br />I l i II ANGLE ALL 4 <br />II I 11 II 5/8 6 OC SIDES <br />OPENING SIZE - SEE <br />PLAN AND VERIFY W/ <br />Q <br />TRADE INVOLVED <br />I <br />U) <br />II <br />i l <br />II <br />I I <br />� <br />11 <br />II <br />j <br />I I <br />II <br />i t <br />11 II I <br />I <br />11 <br />II <br />�I <br />II <br />1 1 <br />I <br />AT CONTRACTOR'S OPTION. <br />1 <br />0 <br />11 <br />IF DECK OPENING REQUIRED <br />------------------------- <br />11 11 ONLY AT HVAC DUCT WORK <br />f° 11 i 1 USE L3x3x1/4 ANGLE TO <br />l SUPPORT DECK AT 1 <br />L4x4x1/4"x0'-4" II i l OPENING 1 1 REFER TO HVAC <br />(4 PLACES) 3/16 II i 1 i II CURB DETAIL <br />THIS SHEET <br />1. LOCATE ANGLE BELOW ALL EQUIP CURBS AND AROUND ALL ROOF OPENINGS. SEE L6x4x3/8xO'-8" <br />MECH CURB FRAMING DETAIL FOR FRAME SUPPORT ANGLE SIZE. 11 ANGLE SIZES 11 LONG LLV <br />2. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZE OF OPENINGS PRIOR TO STEEL PER SCHEDULE <br />FABRICATION. <br />ANGLE TO <br />3. FRAME IS REQ'D FOR OPENINGS V-0" AND GREATER. ANGLE <br />CONNECTION 3/16 <br />11 ROOF OPENING FRAMING <br />3/4" = 1'-0" <br />ROOF TOP UNIT FRAME SCHEDULE <br />UNIT WEIGHT <br />ANGLE SIZE <br />0-1000 LBS <br />L 3x3x1/4" <br />1001-2500 LBS <br />L 441/4" <br />2501-6000 LBS <br />L 6x6x3/8" <br />ROOF OPENING CURB FRAMING <br />12 3/4" = 1'-0" <br />SELECT STRUCTURAL <br />12573 New Brittany Blvd <br />Fort Myers, Florida 33907 <br />Phone: (239) 210-5090 <br />info@selectstructural.com <br />Certification Auth. 28357 <br />SELECT STRUCTURAL <br />106 N 37TH STREET, SUITE C <br />ROGERS, ARKANSAS 72756 <br />W W W. BATESARCH ITECTS. CO M <br />TEL: 479.633.8165 <br />Copyright ZD16 Bates & Associates, Architects <br />E Drawings and Specifications as instruments of service are and shall <br />remaln the property of the Architect. They are not to be used on other <br />protects or extensions to this project except by agreement In writing <br />and with appropriate compensation to the Architect. <br />Contractor Is responsible for confirming and correlating dimensions at <br />Job site; the Architect will not be responsible for construction means, <br />methods, techniques, sequences or procedures, or for safety <br />precautions and programs in connection with the project. <br />SITE/STORE #: <br />37745 <br />CONSTRUCTION MANAGER <br />CREIGHTON COMMERCIAL DEVELOPMENT <br />900 SW PINE ISLAND ROAD, SUITE 202 <br />CAPE CORAL, FL 33991 <br />TENANT <br />7-ELEVEN INC. <br />1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 <br />CONTACT: DANIELTUBB <br />STRUCTURAL CONSULTANT <br />SELECT STRUCTURAL <br />12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 <br />CONTACT: SHAWN ANDERSON <br />MEP CONSULTANT <br />OMNI ENGINEERS <br />a1 <br />Z <br />W <br />I..L <br />O o <br />J N <br />o W W <br />> I— <br />NW o W U) 01) <br />I..� O M � Q M <br />LO <br />O 0- M .J Q CM <br />E- J Q O J <br />Z J U o -� <br />W J DC Z <br />W = W < O <br />C > 0,6 to L) <br />J �r­ W <br />W co 0- O �J- <br />CL <br />ti N U F, v <br />OO <br />F— o <br />�= d? <br />V <br />NW <br />U <br />,,,%������i��i <br />15 • <br />STATE OF :4u�/ <br />oo <br />40FR�DP����`� <br />i►nn�� <br />REVISIONS <br />NO. DATE I DESCRIPTION <br />A <br />PROJECT NUMBER: <br />RELEASE DATE: <br />DETAILS & SECTIONS <br />16018 <br />03/31/2016 <br />