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7 <br />i <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 U360 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 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 / . O <br />a e vertical load Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />Is KV7A KWM WMA ILIMA <br />lug <br />awm <br />8F44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />FORM dt GROUT SOLID <br />N J <br />0 /5 BAR CONT. <br />8F 12-1 B/1 T <br />0 <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />=E1 <br />Ell <br />IOWN <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 />s <br />8 F 16- B/ 1 T <br />a <br />2 <br />z <br />tNOMINAL, <br />QUANTITY OF <br />#5 REBAR AT <br />WIDTH <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />c�lfntels = 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 />EBARALTERNATE POWERS <br />MIN. (1) REQ'D <br />G ° CLEAR STEEL LINTEL <br />a <br />G °C.M.U. #5 REBAR AT TOP <br />° • ° MIN. (1) REQ'D 1-1/2" CLEAR <br />36 <br />a <br />GROUT <br />I <br />e <br />J <br />H <br />° <br />r <br />7J � tr <br />LD <br />C.MA <br />5 REBAR AT <br />= va w <br />BOTTOM OF <br />h- rn ? <br />u, V) <br />LINTEL CAVITY <br />rn <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />&Ir U g <br />3 ¢ 0 <br />u o w <br />p <br />AS INDICAAT E <br />TED <br />/8"ACTUAL <br />NINAL WIDTH <br />(VARIES) <br />y o <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/detalls 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 @ 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 />O MIN. <br />17'-4" LL <br />'LL <br />O <br />3'-8" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=l'-O" <br />V <br />C7 <br />p CJ <br />N _U X <br />mot- ci� a. <br />N � •,t � <br />Vr t-:. M <br />Q t.• 1J <br />� <br />_ y <br />4- <br />d" <br />j t � <br />s, <br />J T <br />C a <br />OFE'SSIO11�``\��� <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 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 />fW E <br />a o 8 �oro'A <br />N <br /># LL <br />04 °1 <br />C J <br />WLL Lu <br />M �Mv� LLa- <br />Q mLLU. o <br />rn <br />= r � Ot- <br />W 'Ma <br />° a <br />LL �:04 <br />fV M Z <br />U <br />z O U N <br />❑❑❑ <br />W <br />0 2 V <br />z <br />Z <br />� da <br />J <br />c� <br />ln Z .0 <br />E <br />�� <br />cn <br />OLLJ <br />~ E <br />8. <br />_ <br />U 93 <br />Q � <br />0 <br />soe <br />M <br />a <br />w <br />E <br />O <br />Wti <br />a <br />1 <br />�e <br />Q <br />� <br />_ <br />a5 <br />R U <br />��o <br />0:t•� <br />waij <br />� <br />Z <br />o f <br />N <br />N i <br />_ <br />adS <br />¢o <br />Z <br />ttw <br />J <br />Cn <br />ms <br />z <br />;2 <br />as <br />Sm <br />O <br />�Z <br />U <br />W) <br />U <br />LL <br /><�- <br />�� <br />aLL <br />0 <br />�O <br />= <br />>LO <br />M <br />� <br />N <br />CID <br />Cr <br />W m <br />F- <br />n <br />CM <br />N <br />O <br />N <br />LO <br />T <br />04 <br />T <br />ai <br />z <br />C`I <br />N <br />N <br />c <br />M <br />E <br />E <br />o <br />� <br />� <br />p <br />JOB <br />NO: 22-02368 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />