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n <br />J <br />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 veritcai (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 />IMEMI <br />3NMI <br />� <br />E <br />MEN MN <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />® © 9 <br />FORM & GROUT SOLID <br />O 04 W <br />J <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V' LINTEL DETAIL <br />SCALE = N.T.S. <br />0 <br />MEM <br />E <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16— <br />B/1 T <br />U <br />a <br />00 <br />tNOMINAL. <br />QUANTITY OF <br />r <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cif pecasT nteis = 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />MIN..(1)(1) <br />REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />_ <br />° d <br />d O d <br />#5 REBAR AT TOP <br />= <br />C7 <br />° <br />° <br />M. U. <br />LJJ <br />e° <br />MIN. (1) REQ'D -" - <br />1-1/2" CLEAR <br />d <br />J <br />° <br />2 <br />z <br />° ° <br />GROUT <br />D <br />n J <br />a <br />U U)F ¢ <br />C.M.U. <br />5 REBAR AT <br />= — v> w <br />° <br />BOTTOM OF <br />ii w <br />w O � Uj <br />o <br />LINTEL CAVITY <br />Cwi Ul <br />—BOTTOM <br />o X Ci O <br />REINFORCING <br />PROVIDED IN <br />m¢ ¢ C7 0a <br />LL <br />c <br />7-5/8"ACTUAL <br />LINTEL <br />z n <br />¢ •' 0 a <br />IP <br />5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />(VARIES) <br />U)� it a !a• <br />AS INDICATED <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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />5'-4 <br />O <br />3'-8" LL <br />E <br />8'-8" LL <br />MIN. O <br />17'-4" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />LINTEL PLAN <br />SCALE: )/4"=1'-0" <br />LV <br />CEO <br />cV <br />CZ <br />sw <br />Q <br />`ca <br />o <br />JIM <br />49 <br />CIS <br />M <br />N <br />0 <br />N <br />0 <br />✓, J . ( � <br />a '� • <br />_ � I `! �.� i _ � Li ! ti i <br />\ 3 <br />i-' <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />v H <br />W d <br />N <br />M U N v <br />ty u) r- t- V w <br />a o- <br />M0w <br />w <br />a J LL i� LL y Z <br />� z <br />O� O <br />@ p <br />O <br />4 W o2^; Z <br />w <br />Z N coZULH <br />IL <br />O U ❑1311 <br />Z <br />W <br />CD M � <br />N M <br />o <br />Z O Q <br />M <br />Nn' � <br />CD <br />W `o <br />LL <br />U? <br />w <br />rJ <br />m <br />O w o <br />♦ n �y N <br />�IPI <br />� c <br />W <br />J <br />E <br />! <br />= Ld <br />C) o N <br />e <br />L <br />� ® <br />N M <br />o <br />C.0 <br />W <br />M <br />O <br />Z <br />Q <br />U_ <br />E <br />E U <br />Z <br />o O <br />z <br />y N <br />G R <br />=o <br />a <br />cc <br />— <br />o< <br />=o <br />a� <br />fu <br />rs <br />¢owW <br />a <br />� <br />Q o <br />O Y <br />W <br />m a <br />JZ <br />O <br />Q W <br />8 <br />¢ <br />o� <br />�z <br />z <br />oLL <br />aZ <br />w <br />=O <br />o <br />w< <br />;o <br />v <br />zIa <br />a= <br />o 3 <br />y O <br />'L <br />O <br />CU <br />m <br />C9 <br />to <br />o <br />N <br />L0 <br />^ <br />& °o <br />N <br />p— <br />vJ U J <br />^ m <br />L0 <br />� <br />1-d _ <br />O <br />t\ <br />M <br />� <br />� M <br />O <br />N <br />LO <br />r <br />00 <br />Q <br />r <br />Er0 <br />LO LO <br />d' <br />z° <br />Z <br />EO Ica <br />� <br />IL <br />E <br />U .� Q 0 <br />� <br />JOB <br />NO: 23-03651 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />