Laserfiche WebLink
GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5, All lintels meet or exceed L/360 vertical deflection, except lintels 1 T-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <br />6, Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load Applied horizontal load �� . O <br />Safe vertical load + Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM do GROUT SOLID <br />O N W <br />U <br />O w #5 BAR CONT. <br />8F12-1B/1T <br />Q <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />I <br />E <br />E <br />F <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Q <br />W <br />8F16- B/1T <br />a <br />00 <br />�15o <br />-cZo <br />tNOMINAL. QUANTITYOF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />o <br />HEIGHT <br />#I.5RE(1) REQBARAT TOP <br />QD <br />MALTERNATE POWERS <br />N'D <br />CLEAR STEEL LINTEL <br />a O <br />a ° <br />a .M.U. #5 REBAR AT TOP <br />a ° e MIN. (1) REQ'D 1-1/2" CLEAR <br />° <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y4"xi J" TAPCONS OR TITENS <br />-CENTER OF STRAP @ TfWALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ 2" EPDXY ANCHOR OR Y2' <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />otSEE PLAN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />(D O <br />5'-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />° <br />°a ° <br />° <br />GROUT <br />n <br />U) J ❑ <br />cn m F m <br />C.M.U. <br />/ \ <br />5 REBAR AT <br />= cn w <br />° <br />BOTTOM OF <br />LINTEL CAVITY <br />a cn z w <br />O X <br />o 0 w <br />4,6„ LL <br />-BOTTOM <br />o'M (.f S I- <br />REINFORCING <br />¢ < C7 Co 1 <br />7.5/8"ACTUAL <br />PROVIDED IN <br />z o w � <br />VOMINAL WIDTH LINTEL <br />< _' C1 <br />#5 REBAR AT BOTTOM <br />(VARIES) <br />U) �?5 c S- <br />AS INDICATED <br />MATERIALS <br />\�-STEEL <br />= 3500 psi. <br />BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM Cgat a = 3" to psi slump. <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />POWERS STEEL BOXED LINTEL NOTES ALT. <br />( ) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementibuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />MIN.B <br />5'-8" LL <br />MIN. E <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4"=1'-O" <br />o <br />i` <br />za <br />C14 <br />o� -a <br />aow <br />�a <br />C A ca N <br />W <br />ai C .. <br />w pq <br />3 *� <br />0Z <br />to <br />c <br />ae o <br />• <br />tom..,° <br />"~! v � �A <br />e <br />v <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />F� rn <br />co U <br />O N <br />20 m <br />ii <br />Cn N 'n <br />4 LL <br />ti `j Q <br />v <br />c co v <br />N LL LL W <br />Z <br />W <br />L (6 O <br />,_ 0 <br />o Co 0 <br />W <br />m <br />LLc, <br />J <br />J <br />j <br />Nco <br />O U U O <br />M M <br />Z N M <br />� o <br />Z m N <br />Z r <br />� u� <br />7 I V) <br />M <br />z <br />C7 <br />W <br />`o <br />� <br />U,3 <br />O <br />�N <br />w o <br />Ly N <br />(6 <br />r- u) <br />� c <br />N <br />LU <br />J111 <br />v 0 N <br />Q <br />®YY®® <br />N m <br />li <br />" <br />o <br />w <br />M <br />M <br />J <br />z S <br />O S5 <br />C <br />� <br />E <br />sa 0 <br />E U <br />g <br />of <br />z <br /><� <br />z® <br />oa <br />8 E <br />a <br />u0 <br />U <br />�m <br />=a= <br />°a <br />i <br />W <br />C= <br />om <br />o° <br />Z <br />Zm <br />-j <br />�� <br />a" <br />Qw <br />�z <br />C� <br />5< <br />oLL <br />z <br />Jo <br />az <br />W <br />T > <br />a <br />to W <br />m <br /><21 <br />1_ <br />0 <br />aLL <br />�3 <br />_� <br />1 <br />v <br />oIQ <br />a= <br />3 <br />aTZ <br />'M <br />O <br />0 <br />(o LO <br />T- <br />r <br />Ln <br />�\ <br />Q <br />Cr <br />co <br />U <br />O <br />(n 0 <br />N <br />m <br />= <br />1 ) <br />Q <br />N <br />Q <br />LO <br />T <br />E <br />E <br />C0 <br />v; <br />o <br />Z <br />Z <br />E r <br />`m <br />CU <br />a <br />E <br />U Z <br />cc <br />¢ 0 <br />� <br />� <br />JOB <br />NO: <br />23-06118 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />- I I i GI 1 IG 1 1 1 �1 1 1 1 1 1 1 1 Ili 1, 1 hill 1 , 1.1 1 ­ i 11111-1 i ,. r , ­ I <br />