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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 U360 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 1.O <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />© ® O <br />FORM & GROUT SOLID <br />O ;t. W <br />0 #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />E <br />i <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F'16- <br />B/1T <br />tNOMINAL. <br />QUANTITYOF <br />m <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c9�f precast lintels = 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 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber 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 <br />MIN. <br />ATTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />d 0 <br />d <br />° <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />„ <br />4 ° 4 <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° <br />4 4 <br />° <br />r J � <br />° <br />rn ¢ <br />5 REBAR AT <br />= to U) W <br />° O <br />BOTTOM OF <br />a U)z uJ <br />LINTEL CAVITY <br />W. U <br />0 <br />-BOTTOM <br />o�ti0z <br />- <br />REINFORCING <br />¢ a c7 <br />a <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Q p W f, <br />¢ O <br />#5 REBAR AT BOTTOK <br />'NOMINAL WIDTH <br />(VARIES) <br />ai � a <br />AS INDICATED <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 cementitiuos 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />s•� <br />N <br />o <br />N <br />c <br />a w <br />>? r <br />o <br />l0 C7 N <br />—tam <br />x <br />.. <br />_ ;es o4ft <br />m <br />CZ Cc <br />••2 � N Y <br />� a) <br />S �- <br />Cm CID <br />� C1 41 <br />C Ln <br />c E' <br />� n <br />2 <br />M <br />CV <br />O <br />0 <br />LO <br />i <br />Z, <br />L/ <br />_ r r- =' <br />�difitv4t <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 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 />fA <br />F <br />a_ ° <br />C <br />N m 0 <br />Co C N n <br />0 ' <br />?- <br />N inF-tiD <br />fit Qj No� L <br />Q to LL ry W <br />—ate Y <br />d <br />13 <br />Z m c � rn <br />_ <br />= �9_ � o <br />IYi N <br />70 <br />W U) T m <br />Z <br />¢ IL <br />rn m Z <br />ZN O U U <br />W 0 EJ <br />_Z N <br />0 00 <br />co <br />Z <br />Z o <br />� <br />J <br />m <br />Ln Z v <br />CD 0 <br />4-1 <br />f6 w E <br />m <br />U <br />O w o <br />tJl <br />ws <br />iq <br />U <br />W J <br />- _ E <br />L <br />C <br />U =p N <br />N 0 <br />o <br />co <br />M <br />U_ <br />i <br />4 <br />o. <br />w <br />z <br />Z <br />a <br />a <br />L.L. <br />�o <br />U <br />z ❑ <br />�oao <br />wLLz® <br />z <br />Y N <br />❑a <br />cu <br />H rO <br />a <br />Mg <br />W¢ <br />0o <br />co <br />oa <br />0r <br />Z <br />f6 <br />I— <br />L <br />Qz <br />o <br />Wz <br />¢o <br />Ws <br />zZ <br />Z <br />m J <br />SU <br />m <br />Q W <br />g <br />¢ ° <br />o� <br />Z <br />az <br />o <br />Au <br />W� <br />rsz <br />tW- <br />�3 <br />oz <br />Jw <br />=O <br />J <br />�O <br />w <br />aO <br />C13 <br />N <br />m <br />ca <br />CL <br />co <br />0 <br />r✓ <br />T <br />_ <br />L) <br />m <br />L , <br />O WN <br />co <br />T <br />LI <br />� N <br />� <br />It N <br />L() <br />00 Lid <br />- — <br />0 <br />M <br />z <br />=3 <br />E Ip <br />r_ <br />E <br />a <br />0 � a o <br />� <br />JOB <br />NO : 23-04909 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />