|
LINTELS FOR WALLS 0 `O � �
<br />NO
<br />DOWEL AT LOCATIONS O
<br />WHERE OPENING SHOULD HAVE A 'Pik NOTES: O
<br />CONFLICTS W/ TYP. CAPACITY OF 1500 r^ _ - _ _ __ _ .._ ___.. __ _ N U a) ^ t I
<br />WALL REINF. PLF, U.N.O. ? 1. VERTICAL WALL REINFORCING SHALL ALIGN WITH Z W 0" LO 0"
<br />MAX. SPACING 25'-0" VERTICAL FOUNDATION DOWELS. DOWELS SHALL w J o • ap 00 cy
<br />LINTELS FOR WALLS BE PLACED AS SHOWN ON DETAILS WITH }} ¢W W j �}� 0 I� g
<br />SHOULD HAVE A r NOTE NOTE' STANDARD ACI HOOK DIRECTLY ON TOP OF J > O
<br />CAPACITY OF 1500 #7 BOTTOM LAYER OF FOOTING REINFORCING. REFER m W Ir O _, NOTE #5 TYP O W o a) x
<br />PLF, U.N.O.
<br />SCHEDULE
<br />ON PLAN ,}
<br />,;:
<br />-r i . -
<br />W -
<br />U(nW�j 0 c 0
<br />PROVIDELINTEL / i-. L _- O W
<br />CM WALL REIN
<br />SLOT AT END TO _. ___ ;, r_., __r- _. :_ I_. _" PLACED AS SHOWN ON DETAILS GROUT CELLS O m
<br />F
<br />0 48" 8" " " ALLOW FOR VERT. ; - - I € € FULL THAT CONTAIN REINFORCEMENT. T z W ~ O O
<br />TYPICAL VERTICAL WALL REINFOR 0 BE
<br />MIN. MIN. 8 8 BAR REINF. TO PASS " z
<br />MIN. MIN. 6 HOOK AT 3. REFER CMU LINTEL SCHEDULE FOR SIZE,
<br />w PRECAST LINTEL BY THRU CONTINUOUS. - -_.1_ ___ _ _ �__ ! . _ i.._. _ _ NOTE #4 TYP. - -0" O.C. LOCATION AND QUANTITY OF LINTEL (n 0 N c
<br />8'
<br />cn PRECAST MANUF. i._. _... _ _ MAX. _0
<br />d REINFORCEMENT. o 0 w
<br />IF OPENING IS ABOVE b - - - 4. VERTICAL REINFORCING BARS MAY BE SPLICED H N - CL
<br />CEILING USE LINTEL & PRECAST LINTEL BY I , i _r _ -0" TO 8'-0" LE N V z_ (n z_ o
<br />IF OPENING IS BELOW a I I PRECAST MANUF. a r _ �.__ ._ - ! Q w �
<br />i T .,._ _, 5 R F- V
<br />IN 6' NGTHS
<br />CEILING USE U-BLOCK w co
<br />�i r q , L I
<br />._ __..._i._--. __ �,_ _ . _ ; TRUSS HORIZONTAL
<br />AT 16" REINFORCING
<br />ABOVEGRADEAND 8" U z W N
<br />AS SHOWN IN DETAIL I L z z J c M
<br />4-005 2 € _ NOTE #8 TYP. 1 r.. NOTES 1, #2 O.C. BELOW GRADE UNLESS OTHERWISE NOTED O O W O Q O � 0
<br />�.-. - U (n
<br />z ADD L VERTICAL _I z_I _ . TYPICA CONTROL JOINTS. W O W O
<br />c� o ON PLANS AND DETAILS. DISCONTINUE AT Z 0
<br />z BAR ON EACH c� r € _.Y._ . NOTE #9 TYP. _ . _, .. U z
<br />o I I SIDE OF OPENING I x- 6. O
<br />r . _ . , € CONTRACTOR SHALL USE THE LOW LIFT METHOD O a)
<br />--`. _ ... -___�_ ..�_ _..7. j Y._... _. _ O t
<br />-- _ -I I Q M OF GROUTED MASONRY CONSTRUCTION UNLESS Q v a �-
<br />_.._ T _. PROVIDED AT EACH VERTICAL - -
<br />PROVIDE LINTEL w CLEAN OUTS R N V O
<br />REINFORCING BAR. P Y O I�
<br />FIN. FLOOR
<br />G _.._ } ._ t__• € a W o z H tr s N 0
<br />AT OPENINGS THAT SEE PLAN 2'-0" 2'-0" �y { W o 7. REFER TO PLANS AND DETAILS FOR SIZE AND F W 3 to v } _0
<br />g to I LOCATION OF BOND BEAMS AND QUANTITY OF Q O L L EXCEED 16" WIDE II II 9<< r " a O H O
<br />-. REINFORCING. LAP REINFORCING 24 MINIMUM.
<br />NOTE: DISCONTINUE BOND BEAMS AT CONTROL JOINTS. p z W Z uj
<br />8. REFER LINTEL SCHEDULE NOTES FOR VERTICAL I.,_ W Z
<br />II II USE HILTI KWIK-CON II 3/16 SCREWS INTO CMU WITH " BARS ADJACENT TO OPENING. Z x Z z Q
<br />4- NO. 75 TRIANGLE WIRE TIE. PROVIDE CONTINUOUS 3/16 - Z - J
<br />HOT DIP GALVANIZED WIRE AT MORTAR JOINTS AND ATTACH CONTROL JOINT (2)-#5 BARS TYP. 9. PROVIDE VERTICAL WALL REINFORCING IN FIRST Z Z p p d
<br />• 'a : n �. . •:,.. ABOVE &BELOW W W g
<br />TO TRIANGLE TIE WITH WELDED NO. 370 SEISMIC CLIP. SEE NOTE #10 CELL NEXT TO CONTROL W J �,� = z V
<br />OPENING JOINTS/CORNERS/OPENINGS. TYPICAL. x Z O G Z o
<br />OPENING (SEE ARCH.) 10. VERTICAL CONTROL JOINTS SHALL TERMINATE AT W Q x � o (�j o
<br />FINISH MASONRY TOP OF FOOTING. a Z Z o
<br />11. PROVIDE CORNER BARS TO MATCH TYPE AND w ~ w W z � o N N
<br />CONNECTION TO CMU /STUD WALL QUANITY OF HORIZONTAL WALL REINFORCING, 0- xO W N w -j uJ ^ o
<br />TYPICAL LINTEL TYPICAL LINTEL SCALE: 3/8" _ -0" TYPICAL. U U= w W W � z z v, c N E z
<br />CMU WALL REINFORCING LAYOUT 0 W <� z a o z a: 00
<br />a-
<br />OVER DUCT OPENING 4-004 OVER OPENING 4-005 4-006 4-009 ow0 w w
<br />SCALE: 3/8" = 1'-0" SCALE: 3/8" 1'-O" SCALE: 3/16" 1'-O" _ = o 0
<br />O ~ F �Wm
<br />W O�UO O o` wa^ E
<br />LOOSE ,LINTEL SCHEDULE Z m L o 0 M a N
<br />CMU LINTEL SCHEDULE k `a' Qo<U_ �¢� W
<br />LAP SPLICE SCHEDULE FOR J SEE SCHEDULE z Z p Z U O z
<br />SINGLE REINFORCED 8" CMU OPENING SIZE LINTEL WALL UNTEL BOTTOM TOP STIRRUPS NOTES J z FOR REINF. TYP. o
<br />UP TO 4'-0" L3 1/2" X 3 1/2" X 1/4" THICKNESS DEPTH REINFORCING REINFORCING & SPACING a
<br />BAR SIZE LAP SPLICE REMARKS z z CONCRETE
<br />" J FILLED TYP. G p copyright
<br />" " " " PCL-1 8 1-#5 N/A N/A a 0
<br />#3 1 g OVER 4 -0 - 5'-0" L4 X 3 1 /2 X 1 /4 z n z n- N kx<
<br />#4 25 OVER 5'-0" - 6'-0- L4" X 3 1/2" X 5/16" MASONRY 8" MASONRY PCL-2 16" 1-#5 1-#5 #3016 Z '- ' -�
<br /><' ,h.
<br />#5 31 OVER 6'-0" - 7'-0" L5" X 3 1 /2" X 5/16" " �
<br />#6 57 PCL-3 24 1-#5 1-#5 #3024 WALL WALL WALL
<br />OVER 7'-0" - 8'-0" L6" X 3 1/2" X 5/16" " WIDTH WIDTH WIDTH U
<br />#7 79 PCL-4 32 1-#5 1-#5 #3024 �_ PCL 2 P��
<br />OVER 8'-0" NOTE 6
<br />#8 112 VERTICAL REINF. PCL-5 40" 1-#5 1-#5 #3024
<br />#9 146 NOTE 8 SEE PLAN z
<br />PCL-6 48" 1-#5 1-#5 #3024
<br />Z.
<br />I I CT
<br />VERTICAL REINF.
<br />Z
<br />NOTES (UNLESS NOTED)
<br />1'-2" CAVITY WALL 4-�5 SEE PLAN NOTES:
<br />1. PRECAST CONCRETE UNTELS CAN BE INSTALLED AT ALL OPENINGS PER
<br />NOTES: 1. PROVIDE ONE ANGLE FOR EACH 4" OF MASONRY WIDTH. SCHEDULE. CAST IN PLACE CONCRETE UNTELS SHALL BE PLACED WHERE
<br />2. FOR 6" MASONRY WIDTH USE L5"X 5"X 5/16" UP TO 5'-0" OPENING SHOWN ON PLANS. SUBSTITUTED UPON APPROVAL BY ENGINEER. m
<br />1. LENGTH OF SPLICES ARE BASED ON FLORIDA BUILDING SIZE AND L5" X 5" X 3/8" UP TO 8'-0" OPENING SIZE. 2. GROUTED LINTEL (THROUGH) BLOCKS SHALL EXTEND A MINIMUM OF 8" • ` �;` J 1- 5 EACH
<br />PRECAST LINTEL a #
<br />CODE 2004. 3. BEAR LINTELS 6" MINIMUM EACH END OF OPENING. BEYOND FACE OF OPENING EACH SIDE UNLESS NOTED OTHERWISE. THE z BOND BEAM
<br />TT. TEL _ W/ 1-#5 CONT.
<br />2. LAP SPLICES INDICATED ARE IN INCHES. 4. ALL DOUBLE ANGLE LINTELS BACK 0 BACK SHALL BE BOLTED AT SEE ARCH. FIRST TWO VERTICAL CELLS EACH OF THE OPENING SHALL BE GROUTED Ja o COURSE TYP.
<br />3. THIS SCHEDULE IS FOR 8" CONCRETE MASONRY UNITS 2'-6" O.C. MAXIMUM. MINIMUM OF 0 BOLTS PER LINTEL. AND CONTAIN 2-#5 VERTICAL EACH FACE. z z
<br />(CMU) ONLY. 5. STRUCTURAL STEEL CONTRACTOR S ALL SUBMIT A COMPLETE a
<br />4. SEE DETAIL FOR LAP SPLICE SCHEDULE FOR DOUBLE SCHEDULE OF LOOSE LINTELS WITH THE ERECTION PLANS SHOWING NOTE: THE FIRST CELL EACH SIDE OF THE OPENING SHALL BE z SEE SCHEDULE
<br />REINFORCED 8" CMU. MARK, MASONRY OPENING, ANGLE SIZE, LENGTH AND DIMENSIONED GROUTED TO LINTEL LEVEL. SECOND CELL SHALL BE GROUTED TO ROOF o g FOR REINF. TYP.
<br />SECTION. WHERE LINTEL MARKS AR USED ON PLAN, USE THE SAME LEVEL. z
<br />MARK WITH SUBMARK A,B,C,D, ETC. FOR DIFFERENT LENGTH. N CONCRETE o •
<br />6. W SECTION WITH 1/4" CONTINUOUS PLATE (W DEPTH = 1/12 OF SPAN; 3. SEE SPECIFIC DETAIL FOR BRICK LEDGE SUPPORT ANGLE OF LOOSE LINTEL FILLED TYP. E
<br />CONTINUOUS PLATE WIDTH MASONRY LESS in) BEARING EACH END SCHEDULE.
<br />LAP SPLICE SCHEDULE TO BE 8" MINIMUM. 4. CONSTRUCTION/CONTROL JOINT SHALL NOT BE LOCATED WITHIN WIDTH OF tt 0
<br />• " OPENING, NOR SHALL IT BE LOCATED WITHIN 24" OF THE OPENING ON ! w
<br />7. WHERE EDGE OF OPENING IS LESS AN 1 -0 FROM COLUMN FACE, ri
<br />» EITHER SIDE. �:,�
<br />SINGLE REINFORCED 8 CMU EXTEND LINTEL AND CONNECT TO COLUMN. " TYP. PRECAST LINTEL SECTION ° 5. CONCRETE LINTEL BEARING EACH SIDE OF LINTEL TO BE EQUAL TO DEPTH
<br />8. AT CAVITY WALLS EXTERIOR ANGLE R HAVE 5 HORIZONTAL LEG. - 1 O OF LINTEL, TYPICAL UNLESS NOTED OTHERWISE. WALL WALL WALL 0 _
<br />9. FOR ALL OPENINGS IN WALLS, SEE ARCHITECTURAL AND MECHANICAL SCALE: 3/4" - WIDTH WIDTH WIDTH g
<br />DRAWINGS.
<br />PCL-4 PCL-5 PCL-6
<br />14-02,3114-03-11TYPICAL PRECAST&I.P. LINTEL DETAIL 14-033
<br />SCALE. 3/4 = 1 -0 a N
<br />Nt
<br />X X X X M
<br />FILL W/ CONC. EXTERIOR METAL STUD WALL DESIGN. NOTES:
<br />• N0� 1 SIZE AND SPACING OF COLUMN TIES o v
<br />SAME CAPACITY
<br />CONCRETE COLUMN AS SLAB 1. CALCULATE PROPERTIES AN LOAD CAPACITIES OF a e : e ie A e 8" 1o" 12" 14" 16" 18" 20" 22" 2�4j`pOR p
<br />SEE PLAN AND I : E IYIVRL
<br />SCHEDULE �.� JOINT FILLER TO MEMBERS PER THE AISI SPECIFICATIONS FOR DESIGN OF �- NOTE 1 -0 `~
<br />EXTEND FULL COLD -FORMED STEEL STRU TURAL MEMBERS. #5 #308 #3010 #3010 #3010 #3010 #3010 #3010 #3010 #3010 ° - _N
<br />b DEPTH OF JOINT 4 BARS 6 BARS 8 BARS � 0 -
<br />2. DESIGN EXTERIOR CURTAIN ALL TO SUSTAIN WIND 0) s
<br />LOADS INDICATED IN THE S HEDULE OF LOADS NOTE 1 #� #308 #3010 #3012 #3012 #3012 #3012 #3012 #3012 #3012 0 s
<br />a• NOTE 1
<br />DRAWING. #7 #308 #3010 #3012 #3014 #3014 #3014 #3014 #3014 #3014 2 �O
<br />} .. 3. LIMIT LATERAL DEFLECTIONS UNDER DESIGN LOADS TO e _ . I: ° `O N
<br />r. L/800 OR 3/8" WHICH EVE IS SMALLER FOR THOSE " a ` #e #308 #3010 #3012 #3014 #3016 #3016 #3016 #3016 #3016
<br />AREAS WITH BRICK CLADDIN AND L/360 FOR ALL x 4'
<br />j NOTE: ' P #9,#10 #308 #3010 #3012 #3014 #3016 #3018 #3018 #3018 #3018a
<br />FTG, COL, & SLAB OTHER AREAS.
<br />. � � ., 1 BARS � revisions:
<br />REINFORCEMENT NOT 4. PROVIDE SLIDE CLIPS OR DEFLECTION TRACKS ON THE 12 BARS ARS #11 #14 #408 #4010 #4012 #4014 #4016 #4018 #4020 #4022 #4022 0
<br />SHOWN FOR CLARITY UNDERSIDE OF THE ELEVA D LEVELS TO ALLOW FOR A ' X X & #18 Q
<br />1- 3 TOP - MAXIMUM LIVE LOAD VERTIC L DEFLECTION OF X X A = SIZE OF VERTICAL REINFORCING
<br />(4 SIDES) APPROXIMATELY L/360 AT ID SPAN BETWEEN x ` a : B = LEAST DIMENSION OF COLUMN
<br />r - - - - - COLUMNS. x y :. :. , I., ..- .
<br />PREMOLDED JT. y PREMOLDED JOINT 5. DIAGONAL KICKERS ARE NO ALLOWED, UNLESS I ., ..... I- o Q
<br />FILLER & SEALANT FILLER & SEALANT •' •'''•
<br />I APPROVED IN WRITING BY ARCHITECT AND ENGINEER OF .e..._... a NOTES:
<br />RECORD. NOTE 1
<br />1. THESE BARS MUST BE TIED AS SHOWN BY DASHED LINES � 9/18/2008
<br />t 6. DESIGN ALL CONNECTIONS SUSTAIN THE MAXIMUM 16 BARS WALL TYPE COLUMN WHEN "X" DISTANCE IS OVER 6 INCHES AND NEED NOT BE
<br />I I DESIGN LOADS. TIED WHEN "X" IS 6" OR LESS. steel roof/wood roof
<br />PIER OR FTG.-� 7. ALL DETAILS DRAWINGS SH WN ARE MINIMUMS 2'-1" STAGGER MIN. 3 SPACERS 2• MINIMUM CLEAR COVER 1 1/2" TO TIES (2" FOR EXPOSED o
<br />`j- NO KEY 0 COL. - PER SPIRAL CONDITION).
<br />BELOW I REQUIRED FOR PARTICULAR CONDITIONS. CONTRACTOR FOR #4
<br />L - - - - - - J POCKET (TYP.) a o 3. FOR VERTICAL COLUMN REINFORCING, SEE PLAN AND COLUMN
<br />IS RESPONSIBLE TO SUBMIT SIGN AND SEALED -: - 1 -6 STAGGER ,. SCHEDULE.
<br />KEYED CONSTR. DRAWINGS AND CALCULA-00 S FOR A WALL SYSTEM a • FOR 4. FOR SPIRAL SEE COLUMN SCHEDULE. drawn: sc/dm
<br />JOINT (TYPICAL) - " NOTE 4
<br />THAT COMPLIES WITH THES NOTES, THE �
<br />SPECIFICATIONS AND THE C NTRACT DOCUMENTS 4 BARS 5 OR MORE checked: rd
<br />BARS ROUND COLUMN
<br />TYPICAL CONCRETE COLUMN INCLUDING BUT NO LIMITED TO STRUCTURAL AND TIES IN ROUND COLUMN W/ SPIRALS date: 1 -15-08
<br />ISOLATION JOINT DETAIL ARCHITECTURAL DRAWINGS. o
<br />� proj. no: P07-15B
<br />SCALE: 1/2" = V-0" 13-0141 TYPICAL COLUMN SECTIONS & TIE SCHEDULE 3-061
<br />ARMANDO A. CASTELLON, P.E.
<br />FL LI C. No. 43453 rc S3eO2
<br />Signature ate
<br />TIC -11I i-T I I If t j -- - - - - - - - - 7- 111 1 i , rf_ ;, ,1, n ni i I - i I - -- I - - 1 - - 1 11 - ,
<br />
|