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 17'-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, 7132" 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 -- <br />Safe vertical load + Safe horizontal load —1-0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81`44 1 B/1 T 81`40 1 B/1 T 8RF40 0B/1T 8F32 1 B/1T <br />FORM do GROUT SOLID <br />CV Q <br />O Lu <br />rU <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />TYPE DESIGNATION <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 />w <br />6 F 16— B/ 1 T <br />H J <br />a Z <br />f Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c precast intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR AT TOP <br />ALTERNATE POWERS <br />MIN. (1) REQ'D <br />C a -1/2 <br />CLEAR STEEL LINTEL <br />A O <br />n <br />4 M.U. #5 REBAR AT TOP <br />a� n MIN. (1)REQ'D 1-1/2"CLEAR <br />v a <br />d <br />GROUT <br />a <br />H to <br />a <br />5 REBAR AT <br />= U) ut w <br />a <br />O <br />BOTTOM OF <br />F to w <br />w W O N <br />o <br />LINTEL CAVITY <br />- \ /nt \L <br />*-BOTTOM <br />0 Cr ci O z <br />v <br />REINFORCING <br />¢ ¢ C7 m Z <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z o w ui <br />¢ -' C7 � <br />a <br />D n p <br />.• <br />�o �, �o <br />#5 REBAR AT BC <br />AS INDICATED <br />NOMINAL WIDTH <br />(VARIES) <br />t~n Lo <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 />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Refer to manufacturer's specifications. <br />3. If lintel Is scratched or damaged refer to Powers Steel for repair. <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 />applying the cementibuos coating. See contractor specifications <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 a0 ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=V-0" <br />f <br />ECJ�= <br />�) <br />~+i <br />Ci '21/ •� j <br />4W °e- <br />U,Y1 <br />J <br />" ty J44b r f� <br />�"� <br />Ott@ <br />����F`difl A'E Ci l46f it t11so <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 />Engineer's signature and seal. <br />N <br />W <br />U) <br />r` <br />Co <br />a'loto <br />� E 8 R, <br />M N o� <br />N � 3J# <br />V <br />m LL <br />� 00 in # u, W <br />Mf <br />to ti a w n. <br />a <br />J u_ LL a L <br />O <br />z <br />0 <br />o� 0o <br />7 �t6 n1 (0 u O J <br />c�Q¢a <br />Z <br />LL <br />Q) <br />o <br />Z <br />N M Z tY W 0 <br />O U U to <br />W <br />o00 <br />c+Mi <br />Z N <br />0 0 <br />Z <br />QQN <br />� o Q <br />Q � <br />J <br />N <br />N^ <br />- n� <br />Z <br />0 o <br />W <br />a- <br />rl"3 <br />w ca <br />m <br />U <br />� <br />O— <br />(!) <br />�(n <br />w o <br />c w <br />� <br />(� <br />sop <br />f- cn <br />w J <br />L 8 <br />� <br />Q uo 0 <br />m <br />r_ <br />W <br />M <br />co <br />w2 o <br />S <br />Z <br />Z a <br />g <br />w <br />d 0 <br />E <br />=� <br />wo® <br />tz❑a <br />° <br />f— rd <br />z <br />0 0 <br />ZO <br />CV <br />i <br />Qz <br />w o <br />ao <br />az <br />r <br />N <br />f0 <br />CO C: <br />Y <br />m� <br />O <br />0 <br />Z0) <br />CO <br />< a <br />Q <br />00 ¢ <br />� <br />Z 0 <br />w w <br /><� <br />ow <br />x k <br />�3 <br />J <br />=� <br />w¢ <br />> ° <br />o <br />a <br />zla <br />3 <br />N O <br />>Lo <br />1..` <br />Om <br />O <br />T <br />`` <br />c� <br />M <br />U <br />LO <br />N <br />Q <br />Y <br />> <br />O <br />O <br />m <br />c <br />CD <br />o <br />� <br />.... <br />T <br />T <br />It <br />� <br />2 N <br />� <br />T <br />_ <br />M <br />LO <br />N <br />T <br />N <br />E <br />E (� <br />CM <br />o <br />Z <br />M <br />Z <br />E O <br />y <br />CU <br />r <br />t6 <br />a:U <br />E o <br />� <br />a m <br />Q p <br />m <br />3 <br />JOB <br />NO: <br />21-1077 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />