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1 <br />PROVIDE LINTEL <br />AT OPENINGS THAT <br />EXCEED 16" WIDE <br />TYPICAL LINTEL <br />OVER DUCT OPENING <br />SCALE: 3/8" = 1'-O" <br />DOWEL AT LOCATIONS <br />WHERE OPENING <br />CONFLICTS W/ TYP. <br />WALL REINF. <br />LINTELS FOR WALLS <br />SHOULD HAVE A <br />CAPACITY OF 1500 <br />PLF, U.N.O. <br />PRECAST LINTEL BY <br />PRECAST MANUF. <br />IF OPENING IS ABOVE <br />CEILING USE LINTEL & <br />IF OPENING IS BELOW <br />CEILING USE U-BLOCK <br />AS SHOWN IN DETAIL <br />4-005 <br />a <br />a <br />L <br />z <br />a <br />C <br />TYPICAL LINTEL <br />14-004 OVER OPENING <br />SCALE: 3/8" = 1'-O" <br />LAP SPLICE SCHEDULE FOR <br />SINGLE REINFORCED 8" CMU <br />BAR SIZE <br />LAP SPLICE <br />REMARKS <br />#3 <br />19 <br />#4 <br />25 <br />#5 <br />31 <br />#6 <br />57 <br />#7 <br />79 <br />#8 <br />112 <br />#9 <br />146 <br />NOTES: <br />1. LENGTH OF SPLICES ARE BASED ON FLORIDA BUILDING <br />CODE 2004. <br />2. LAP SPLICES INDICATED ARE IN INCHES. <br />3. THIS SCHEDULE IS FOR 8" CONCRETE MASONRY UNITS <br />(CMU) ONLY. <br />4. SEE DETAIL FOR LAP SPLICE SCHEDULE FOR DOUBLE <br />REINFORCED 8" CMU. <br />LAP SPLICE SCHEDULE <br />SINGLE REINFORCED 8" CmU_ <br />14-023 <br />EXAMPLE <br />36/3-1 <br />L_ NO. OF SIDE LAP FASTENERS <br />NO. OF SUPPORT FASTENERS <br />WIDTH OF METAL DECK <br />TYPICAL FASTENER LAYOUT <br />1. USE 5/8"0 PUDDLE WELD AT SUPPORTS AND #12 <br />SCREWS AT SIDE LAPS. <br />2. USE 36/7-4 UNLESS NOTED OTHERWISE IN 15-3051 <br />PLANS. <br />LOOSE LINTEL SCHEDULE <br />OPENING SIZE <br />LINTEL <br />UP TO 4'-0" <br />L3 1 /2" X 3 1 /2" X 1/4- <br />OVER 4'-0" - 5'-0" <br />L4" X 3 1/2" X 1/4" <br />OVER 5'-0" - 6'-0" <br />L4" X 3 1 /2" X 5/16" <br />OVER 6'-0" - 7'-0" <br />L5" X 3 1 /2" X 5/16" <br />OVER 7'-0" - 8'-0" <br />L6" X 3 1 /2" X 5/16" <br />OVER 8'-0" <br />NOTE 6 <br />NOTE 8 <br />NOTE: \ <br />USE HILTI KWIK-CON II 3/16"0 SCREWS INTO CMU WITH <br />4- NO. 75 TRIANGLE WIRE TIE. PROVIDE CONTINUOUS 3/16" <br />HOT DIP GALVANIZED WIRE AT MORTAR JOINTS AND ATTACH <br />TO TRIANGLE TIE WITH WELDED NO. 370 SEISMIC CLIP. <br />FINISH MASONRY <br />CONNECTION TO CMU /STUD WALL <br />SCALE: 3/8" = 1'-O" <br />14-005] <br />NOTES (UNLESS NOTED): V-2" CAVITY WALL <br />1. PROVIDE ONE ANGLE FOR EACH 4" OF MASONRY WIDTH. <br />2. FOR 6" MASONRY WIDTH USE L5"X 5"X 5/16" UP TO 5'-0" OPENING <br />SIZE AND L5" X 5" X 3/8" UP TO 8'-0" OPENING SIZE. <br />3. BEAR LINTELS 6" MINIMUM EACH END OF OPENING. <br />4. ALL DOUBLE ANGLE LINTELS BACK TO BACK SHALL BE BOLTED AT <br />2'-6" O.C. MAXIMUM. MINIMUM OF TWO BOLTS PER LINTEL. <br />5. STRUCTURAL STEEL CONTRACTOR SHALL SUBMIT A COMPLETE <br />SCHEDULE OF LOOSE LINTELS WITH THE ERECTION PLANS SHOWING <br />MARK, MASONRY OPENING, ANGLE SIZE, LENGTH AND DIMENSIONED <br />SECTION. WHERE LINTEL MARKS ARE USED ON PLAN, USE THE SAME <br />MARK WITH SUBMARK A,B,C,D, ETC. FOR DIFFERENT LENGTH. <br />6. W SECTION WITH 1/4" CONTINUOUS PLATE (W DEPTH = 1/12 OF SPAN; <br />CONTINUOUS PLATE WIDTH = MASONRY LESS 1") BEARING EACH END <br />TO BE 8" MINIMUM. <br />7. WHERE EDGE OF OPENING IS LESS THAN 1'-O" FROM COLUMN FACE, <br />EXTEND LINTEL AND CONNECT TO COLUMN. <br />8. AT CAVITY WALLS EXTERIOR ANGLE TO HAVE 5" HORIZONTAL LEG. <br />9. FOR ALL OPENINGS IN WALLS, SEE ARCHITECTURAL AND MECHANICAL <br />DRAWINGS. <br />14- 03:0 <br />EXTERIOR METAL STUD WALL DESIGN NOTES: <br />1. CALCULATE PROPERTIES AND LOAD CAPACITIES OF <br />MEMBERS PER THE AISI SPECIFICATIONS FOR DESIGN OF <br />COLD -FORMED STEEL STRUCTURAL MEMBERS. <br />2. DESIGN EXTERIOR CURTAIN WALL TO SUSTAIN WIND <br />LOADS INDICATED IN THE SCHEDULE OF LOADS <br />DRAWING. <br />3. LIMIT LATERAL DEFLECTIONS UNDER DESIGN LOADS TO <br />L/800 OR 3/8" WHICH EVER IS SMALLER FOR THOSE <br />AREAS WITH BRICK CLADDING AND L/360 FOR ALL <br />OTHER AREAS. <br />4. PROVIDE SLIDE CLIPS OR DEFLECTION TRACKS ON THE <br />UNDERSIDE OF THE ELEVATED LEVELS TO ALLOW FOR A <br />MAXIMUM LIVE LOAD VERTICAL DEFLECTION OF <br />APPROXIMATELY L/360 AT MID SPAN BETWEEN <br />COLUMNS. <br />5. DIAGONAL KICKERS ARE NOT ALLOWED, UNLESS <br />APPROVED IN WRITING BY ARCHITECT AND ENGINEER OF <br />RECORD. <br />6. DESIGN ALL CONNECTIONS TO SUSTAIN THE MAXIMUM <br />DESIGN LOADS. <br />7. ALL DETAILS DRAWINGS SHOWN ARE MINIMUMS REQUIRED <br />FOR PARTICULAR CONDITIONS. CONTRACTOR IS <br />RESPONSIBLE TO SUBMIT SIGN AND SEALED DRAWINGS <br />AND CALCULATIONS FOR A WALL SYSTEM THAT <br />COMPLIES WITH THESE NOTES, THE SPECIFICATIONS AND <br />THE CONTRACT DOCUMENTS INCLUDING BUT NO LIMITED <br />TO STRUCTURAL AND ARCHITECTURAL DRAWINGS. <br />15-4001 <br />4-005 <br />016 <br />BOT17.4 LINTEL <br />SEE ARCH. <br />VERTICAL REINF. <br />SEE PLAN <br />VERTICAL REINF. <br />SEE PLAN <br />PRECAST LINTEL <br />W/ 1-#5 CONT. <br />TYP. PRECAST LINTEL SECTION <br />SCALE: 3/4" = 1'-O" <br />3 1 /2" MIN <br />1 1 /4" <br />2L's <br />5/16" THK <br />MIN. <br />Q� <br />• g H <br />• 4� <br />4- 031 <br />3" MIN <br />1/2" <br />2L's <br />5/16" THK <br />MIN. <br />Q� <br />4 1 <br />N <br />NOTE #7 TYP. <br />NOTE #4 TYP. <br />NOTE #8 TYP. <br />NOTE #9 TYP. <br />CONTROL JOINT <br />SEE NOTE #10 <br />\I AV CMA/HW/ n9:'_A" <br />(2)-#5 BARS TYP. <br />ABOVE & BELOW <br />OPENING <br />CMU WALL REINFORCING LAYOUT <br />SCALE: 3/16" = 1'-0" <br />CMU LINTEL SCHEDULE <br />WALL <br />THICKNESS <br />LINTEL <br />DEPTH <br />BOTTOM <br />REINFORCING <br />TOP <br />REINFORCING <br />STIRRUPS <br />& SPACING <br />NOTES <br />PCL-1 <br />8" <br />1-#5 <br />N/A <br />N/A <br />PCL-2 <br />16" <br />1-#5 <br />1-#5 <br />#3016 <br />PCL-3 <br />24" <br />1-#5 <br />1-#5 <br />#3024 <br />PCL-4 <br />32" <br />1-#5 <br />1-#5 <br />#3024 <br />PCL-5 <br />40" <br />1-#5 <br />1-#5 <br />#3024 <br />PCL-6 <br />48" <br />1-#5 <br />1-#5 <br />#3024 <br />NOTES: <br />1. PRECAST CONCRETE LINTELS CAN BE INSTALLED AT ALL OPENINGS PER <br />SCHEDULE. CAST IN PLACE CONCRETE LINTELS SHALL BE PLACED WHERE <br />SHOWN ON PLANS. SUBSTITUTED UPON APPROVAL BY ENGINEER. <br />2. GROUTED LINTEL (THROUGH) BLOCKS SHALL EXTEND A MINIMUM OF 8" <br />BEYOND FACE OF OPENING EACH SIDE UNLESS NOTED OTHERWISE. THE <br />FIRST TWO VERTICAL CELLS EACH OF THE OPENING SHALL BE GROUTED <br />AND CONTAIN 2-#5 VERTICAL EACH FACE. <br />NOTE: THE FIRST CELL EACH SIDE OF THE OPENING SHALL BE <br />GROUTED TO LINTEL LEVEL. SECOND CELL SHALL BE GROUTED TO ROOF <br />LEVEL. <br />3. SEE SPECIFIC DETAIL FOR BRICK LEDGE SUPPORT ANGLE OF LOOSE LINTEL <br />SCHEDULE. <br />4. CONSTRUCTION/CONTROL JOINT SHALL NOT BE LOCATED WITHIN WIDTH OF <br />OPENING, NOR SHALL IT BE LOCATED WITHIN 24" OF THE OPENING ON <br />EITHER SIDE. <br />5. CONCRETE LINTEL BEARING EACH SIDE OF LINTEL TO BE EQUAL TO DEPTH <br />OF LINTEL, TYPICAL UNLESS NOTED OTHERWISE. <br />TYPICAL PRECAST C.I.P. LINTEL DETAIL <br />SCALE: 3/4" = 1'-O" <br />NOTES: <br />EQ'D. 1. ALL CONNECTIONS SHALL BE <br />AS R <br />NOTE E DESIGNED FOR MAX. UNIFORM <br />LOAD CARRYING CAPACITY <br />�- BOLTS AS REQUIRED BOLTS AS REQUIRED <br />SHOP BOLTED CONN. SHOP WELDED CONN. <br />BASE PLATE COL. ` <br />SAME AS COL. OL. MAY OCCUR ABOVE (TYP) <br />CAP PLATE FOR TYPE SIZE & ORIENTATION /N <br />DESCRIBED SEE PLAN & COL. SCHED. <br />BELOW. II II <br />__0MILL COL. <br />11 IF NO COL. ABOVE USE <br />TWO STIFFENER PLATES <br />II II 3/8" MIN. UNLESS NOTED, <br />FITTED & WELDED <br />IF COL. ABOVE USE FOUR 1 5/8" MIN. COL. CAP PLATE <br />STIFFENER PLATES SAME WELDED TO COL., LENGTH OF <br />SIZE AS COL. FLANGES, 3" 3" CAP PLATE AS SHOWN. WIDTH <br />3/8" MIN., IF COL. WEB OF CAP PL. = BM. FLANGE (OR <br />IS PERPENDICULAR TO BM. = TO COL. WIDTH + 1". WHICH - <br />WEB USE "T" SECTION. ALL EVER IS LARGER). CONN. PL TO 1 1 <br />STIFFENERS TO BE FITTED BEAM WITH 4-3/4" 0 H.S. BOLTS MI <br />& WELDED FULL LENGTH. <br />BEAM OVER COLUMN AND <br />COLUMN OVER BEAM <br />UNLESS GREATER REACTION <br />IS SHOWN ON PLAN. IN ANY <br />CASE, CONN'S. SHALL NOT BE <br />LESS THAN STD. A.I.S.C. <br />CONN FOR THE PARTICULAR <br />BM. DEPTH. <br />2. <br />DETAILER SHALL SUBMIT <br />NOTE: DIMENSIONS SHOWN <br />FOR APPROVAL, STD. CONN. <br />AS DEFINED BY A.I.S.C. <br />DETAILS CONFORMING TO <br />MANUAL OF STEEL CONSTR. <br />ABOVE DETAILS W/ERECTION <br />DWG. SUBMISSION. <br />WELD PLATES <br />WHEREVER <br />3. <br />MILL COLS. TO BEAR OR <br />POSSIBLE <br />PROVIDE FULL PENETRATION <br />WELD AT BASE PL'S & CAP <br />PL'S AT COL'S CARRYING BMS. <br />4. <br />AT CONN. OF HUNG BM. TO <br />CANTILEVERED BMS. <br />PROVIDE STD. 2 L CONN. <br />AS PER NOTE 1 FOR <br />NOTE #1 <br />LOAD CAPACITY OF HUNG BM. <br />1 3/8" PL. MIN. <br />5. <br />WHERE BMS. FRAME TO <br />CONT. THRU <br />FITTED STIFFENERS AT <br />COLUMN <br />COL's PROVIDE SHEAR PLATE <br />I <br />CONN. W/STRENGTH <br />CAPACITY AS PER NOTE 1. <br />TUBE OR <br />PIPE COL. <br />6. <br />ALL BOLTS TO BE MIN. 3/4" 0. <br />A-325 H.S. BOLTS FRICTION -TYPE <br />" D+4 1 2" 1 1/4" <br />UNLESS NOTED OTHER- <br />M X. I MIN. <br />WISE. ALL WELDING <br />ELECTRODES TO BE <br />E 70 XX. <br />FRAMED CONNECTION <br />AT TUBE/PIPE COLUMN <br />15-001 <br />6" HOOK AT <br />8'-0" O.C. <br />MAX. <br />NOTES #1, #2 <br />TYPICAL <br />tj J C <br />M <br />Q <br />N pN <br />J WO <br />�* <br />0 F•°' <br />z q <br />00 <br />WALL <br />WIDTH <br />PCL_1 <br />a <br />z <br />0 <br />z <br />N <br />NOTES: <br />1. VERTICAL WALL REINFORCING SHALL ALIGN WITH <br />VERTICAL FOUNDATION DOWELS. DOWELS SHALL <br />BE PLACED AS SHOWN ON DETAILS WITH <br />STANDARD ACI HOOK DIRECTLY ON TOP OF <br />BOTTOM LAYER OF FOOTING REINFORCING. REFER <br />CMU WALL REINFORCING SCHEDULE ON PLAN <br />FOR SIZE AND SPACING. <br />2. TYPICAL VERTICAL WALL REINFORCING TO BE <br />PLACED AS SHOWN ON DETAILS. GROUT CELLS <br />FULL THAT CONTAIN REINFORCEMENT. <br />3. REFER CMU LINTEL SCHEDULE FOR SIZE, <br />LOCATION AND QUANTITY OF LINTEL <br />REINFORCEMENT. <br />4. VERTICAL REINFORCING BARS MAY BE SPLICED <br />IN 6'-0" TO 8'-0" LENGTHS. <br />5. HORIZONTAL WALL REINFORCING SHALL BE <br />TRUSS TYPE AT 16" O.C. ABOVE GRADE AND 8" <br />O.C. BELOW GRADE UNLESS OTHERWISE NOTED <br />ON PLANS AND DETAILS. DISCONTINUE AT <br />CONTROL JOINTS. <br />6. CONTRACTOR SHALL USE THE LOW LIFT METHOD <br />OF GROUTED MASONRY CONSTRUCTION UNLESS <br />CLEAN OUTS ARE PROVIDED AT EACH VERTICAL <br />REINFORCING BAR. <br />7. REFER TO PLANS AND DETAILS FOR SIZE AND <br />LOCATION OF BOND BEAMS AND QUANTITY OF <br />REINFORCING. LAP REINFORCING 24" MINIMUM. <br />DISCONTINUE BOND BEAMS AT CONTROL JOINTS. <br />8. REFER LINTEL SCHEDULE NOTES FOR VERTICAL <br />BARS ADJACENT TO OPENING. <br />9. PROVIDE VERTICAL WALL REINFORCING IN FIRST <br />CELL NEXT TO CONTROL <br />JOINTS/CORNERS/OPENINGS. TYPICAL. <br />10. VERTICAL CONTROL JOINTS SHALL TERMINATE AT <br />TOP OF FOOTING. <br />11. PROVIDE CORNER BARS TO MATCH TYPE AND <br />QUANITY OF HORIZONTAL WALL REINFORCING, <br />TYPICAL. <br />14-009 <br />SEE SCHEDULE <br />z FOR REINF. TYP. <br />z z CONCRETE <br />FILLED TYP. <br />O <br />z N <br />tC M <br />WALL WALL <br />WIDTH WIDTH <br />PCL-2 <br />a <br />z <br />0 <br />z <br />• <br />�u <br />a <br />z <br />0 <br />z <br />1-#5 EACH <br />BOND BEAM <br />COURSE TYP. <br />SEE SCHEDULE <br />FOR REINF. TYP. <br />FILLED TYP. <br />WALL <br />WALL WALL [ <br />WIDTH WIDTH WIDTH <br />PCL-4 PCL-5 <br />14-03,31 <br />N <br />O}} W J <br />ZF_WV� <br />O MUJWO <br />- <br />U Fn V LZ (n <br />Llj V) ZOmZ� <br />W <br />C5 N�O�m <br />w O <br />QW Q ~ <br />Iz ir12N� <br />0 ooujM <br />LnUZmZ <br />F- <br />O OL'-Q <br />U Z (n <br />Z <br />OOU�Z <br />cnNu < <br />ZO H�OO <br />F 1L O to <br />a VO3 <br />o � U j Vi <br />Z QZ� Z <br />of E5 J <br />Z OZOO a <br />W-1WW= <br /><a(>N Z <br />m <br />�aa~ O <br />H <br />UWWZ <br />Jaf <br />2O 111 <br />Jv <br />liV=WWW <br />O QomJ N <br />L owo� w <br />O N9fFun O <br />to z m <br />0: cn <br />0<0 <br />xb-<u- O <br />Z Z _ 0-CEO Z <br />ARMANDO A. CASTELLON, P.E. <br />FL. LIC. 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