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) <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 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 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 verttcal (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 / .0 <br />Safe vertical load Safe horizontal load `- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />+� ' r�• j ,r ; ••� � ••� �; • � �•• ; ��•� ; -�•� FORM &GROUT SOLID <br />O i3O O O O 01 7 <br />d }. <br />U� <br />8F8-1B/1T 8F8-08/1T 8RF6-0B/1T <br />O © •� o <br />O• O 0 O Y J <br />O O O O O #5 BAR CONT. <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 81716-113/1T 8F12-1B/1T <br />O O © ° ° <br />8F20-0B/1 T O <br />® V' LINTEL DETAIL <br />• �'..� 121 PF7__A,71I� fEr.1=1 SCALE = N.T.S. 4'-6" LL <br />81`441B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />O <br />8'-8" LL <br />'LL <br />TYPE DESIGNATION <br />#SREBAR <br />AT TOPALTERNATE <br />F =FILLED WITH <br />MIN. <br />(1) REQ'D <br />POWERS <br />GROUT /U=UNFILLED <br />a ° <br />= <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />O <br />d ° <br />• <br />REBAR @ BOTTOM <br />d <br />OF LINTEL CAVITY <br />d <br />M.U. <br />REBAR AT TOP <br />0MI <br />= <br />d ° d <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />F <br />O <br />6 F 16- B/ 1 T <br />U <br />Q <br />° <br />4'-6" LL <br />o <br />° d <br />Z <br />d <br />4 ° <br />GROUT <br />tNOMINAL.QUANTITY <br />OF <br />5 REBAR AT <br />- D ~ J <br />mn w <br />C.M.U. <br />P. <br />O <br />WIDTH #5 REBAR AT <br />° <br />O <br />BOTTOM OF <br />a <br />••• <br />" <br />TOP <br />LINTEL CAVITY <br />w C) O c~n '6 <br />i ; <br />3 -8 LL <br />NOMINAL <br />-BOTTOM <br />a e ti O ~ <br />HEIGHT <br />REINFORCING <br />Q a 0 Co z <br />7.5/8"ACTUAL <br />PROVIDED IN <br />0 LL w ,n <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ <br />5 REBAR AT BOTTOM <br />(VARIES) <br />uJ <br />c~n n a <br />AS INDICATED <br />MATERIALS <br />c precas intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM Cfig = 3psi <br />4. maximum 3/8" aggregate and 8" to to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <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 cementitiuos 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 />O <br />9'-0" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV A <br />SCALE: %4"=1'-O" <br />t+7 <br />rCV <br />+O <br />C <br />i%A <br />Citz _o <br />Q <br />c" <br />w <br />o � <br />c cflvC's <br />C, <br />�m <br />LL <br />N CX. <br />Ca <br />= VN <br />V, <br />Q CN Cc <br />3 _2! a) � <br />CD CL t a) <br />a) C, <br />� � m <br />= a?i CM <br />E <br />Cl x, <br />C7 <br />CV <br />N <br />00 <br />0 <br />M <br />C7 <br />``tsa>I��aer�E <br />,� • <br />PC 3 /. <br />NO <br />A <br />13 STAI E C= <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 />� <br />tE S a q O 8 C, epu�rii <br />!) <br />p O N r # <br />N O W p 9L <br />'r ® '5 000 N LL ii <br />N ') ri 33pC ui a a <br />Q C LL 5 a Y C� <br />LLu 5 n zO <br />O <br />13(� -u Z � <br />Z O Y O <br />o <br />_ =; N 0 m W Q <br />cca <br />W <br />t W U5 c� J Z <br />of <br />Z L mz<W <br />ILCO 0 O W <br />N F- <br />Z O U ❑0❑ <br />:s W <br />M Q <br />o <br />Z m <br />Q <br />Q � <br />J <br />a <br />r <br />M <br />l^%1' z a01 <br />W 0 `o <br />4-1c/s <br />w � <br />JL <br />0 LIJ o <br />qOG <br />l/1 � <br />W J <br />E <br />� S t <br />1 <br />z® <br />=p N <br />C U) N <br />0 <br />Q N 0 <br />I� <br />o <br />w <br />M <br />M <br />m G <br />ON <br />z <br />z <br />4 <br />c` <br />-J <br />LL <br />E <br />¢ <br />zo <br />Zo <br />>� <br />E L) <br />wz <br />❑a <br />IU <br />tt} <br />Xo <br />-O <br />U <br />o E <br />Q <br />co fa <br />O <br />L <br />o� <br />_ <br />�ow� <br />0 , <br />m <br />O <br />m J <br />ym <br />¢w <br />o� <br />go <br />W <br />c`Q'n <br />0� <br />w <br />a <br />oLL <br />r3 <br />x <br />o <br />w� <br />;o <br />a r <br />M <br />v <br />zla <br />° 3 <br />0O <br />a <br />= <br />L6 <br />O <br />°' m <br />cc <br />cc <br />L <br />r <br />co <br />N <br />LO <br />^ <br />o <br />N <br />Y <br />U) V _J <br />N <br />co <br />LO <br />� <br />`- <br />O <br />0 <br />00 o <br />LO <br />e- <br />Q M <br />f <br />E <br />CO M <br />o <br />ccT <br />iri <br />Z <br />z <br />E M <br />cc <br />a <br />E 0 'a 5 <br />U 0 <br />c <br />� <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />