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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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U180. <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 Ileu of concrete <br />masonry units. <br />9. Safe load ratings based on ratlonal 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 verltcal (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 ■ 0 <br />Safe vertical oad Safe horizontal load `— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM Art GROUT SOLID <br />,It ir <br />CC <br />' J <br />`- U <br />O #5 BAR COW. <br />8F12-1 B/1 T <br />(Z <br />'V' LINTEL DETAIL <br />SCALE - N.T.S. <br />,I. <br />i <br />� E <br />F e _ <br />IT FIUEDWITH11VIV <br />F =FILLED WITH <br />#SRE1)RQ'D <br />MIN. <br />(1) REO'D <br />ALTERNATE POWERS <br />GROUT S UNFILLED <br />1/2 <br />CLEAR <br />° <br />R =RECESESSED <br />STEEL LINTEL <br />CITY. OF #5 <br />a <br />REBAR @ BOTTOM <br />e <br />OF LINTEL CAVITY <br />° <br />M.U. <br />#5 REBAR AT TOP <br />WA' <br />n <br />MIN. (1) REO'D <br />1-1/2" CLEAR <br />SF 16— B/1 T <br />a <br />a <br />. <br />° < • <br />GROUT <br />fD <br />h <br />NOMINA QUANTITY OF <br />° <br />5 REBAR AT <br />m 0 y w <br />Nn <br />C.M.U. <br />WIDTH #5 REBAR AT <br />a <br />BOTTOM OF <br />� - F <br />TOP <br />LINTEL CAVITY <br />�+ cwi � rnUj <br />NOMINAL- <br />°-BOTTOM <br />X W <br />HEIGHT <br />REINFORCING <br />a U CCj <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />,n <br />Z0 LL O "3': <br />¢ <7 i`� <br />5 REBAR AT BOTTO <br />" N MINAL WIDTH <br />(VARIES) <br />p� <br />AS INDICATED <br />MATERIALS <br />16 GAUGE POWERS <br />cT"�precasrlrntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. f c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi wl <br />4, maximum 318" aggregate and 8" to 11" slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimm unet area compressive strength = 1900 psi. <br />6. Reber 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 cementltiuos 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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />O <br />8'-8" LL <br />(E) MIN. <br />17'-4" LL <br />' LL <br />O <br />3'-8" LL <br />MAY 17 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />fort compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />LINTEL PLAN -A <br />SCALE: Y4"=1'-O" <br />Rv A <br />.~ .: L� <br />- � � N <br />U <br />0 <br />,c L. <br />r.r�ti <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spefficasons 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 />U) <br />W <br />F <br />o 8 <br />0 <br />:'—� <br />r) <br />•/ <br />a <br />32 <br />N 0 LL <br />gs LL <br />C(013 <br />ci <br />Z <br />W <br />JLLu w a <br />go a <br />m CS <br />W <br />:6 4 2 O <br />0 <br />0 <br />ILIL <br />T. m I <br />L0 <br />M Z Q <br />Z <br />N <br />OU <br />W <br />❑ ❑ <br />U <br />Z <br />Z � <br />A <br />z <br />n ,4 <br />N <br />�-J <br />LL <br />'tJ <br />C/�.LU <br />2 <br />O <br />w g <br />to <br />c m <br />E <br />8 <br />I <br />I <br />U <br />Q <br />Q <br />so <br />o0z <br />2 <br />o <br />w <br />a <br />fCE <br />=a <br />so <br />>m <br />zdR <br />Q <br />aLL <br />z0 <br />_ <br />O E <br />cS <br />o <br />� <br />0 <br />a O <br />z <br />W U <br />R J <br />fn M <br />to <br />mo <br />o� <br />zC <br />m ail <br />oW <br />N W <br />W <br />moT <br />f <br />0 <br />k <br />A <br />�o <br />=1 <br />0 <br />.0O <br />'LO <br />� <br />O <br />m <br />0 <br />(D <br />CU <br />CU <br />�— <br />m <br />�: <br />N <br />CMO <br />'Q <br />0 CO <br />M <br />Q <br />o o <br />CV) <br />Lf <br />r <br />ca N <br />T <br />E <br />N <br />M <br />,- <br />z <br />C <br />E <br />mICU <br />d <br />J <br />Q O <br />J <br />JOB <br />NO: <br />23-00505 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />