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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 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 Iced 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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �� . O <br />safe vertical oad Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />owls <br />i i i i O � � � • • <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />np <br />FORM R GROUT SOLID <br />v <br />O :.. Ed <br />LLi <br />0 #5 BAR CONT, <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />e <br />€ <br />j <br />I a <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 />w <br />U 16- BM T <br />< <br />I <br />tNOMINAL, <br />QUANTITY OF <br />#5 REBAR AT <br />WIDTH <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cT-P" pr�Tntels = 3500 psl. <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 REBARAT TOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />° . M.U. #5 REBAR AT TOP <br />• ° MIN. (1) REQ'D- <br />° <br />GROUT <br />° <br />^ J <br />Ln ~ <br />5 REBAR AT <br />° <br />BOTTOM OF <br />r7i <br />LINTEL CAVITY <br />to <br />w Or X w <br />OTTOM <br />a 0: 0 O <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q LL C7 m J <br />- o <br />go w 4,� ro <br />18"ACTUAL <br />NINAL WIDTH <br />R <br />(VARIES) <br />rn US¢ <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 />1-1/2" CLEAR <br />LU <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/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos 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 />iln <br />7F <br />CS <br />F <br />4'-6" LL <br />F) <br />4'-6" LL <br />E J <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />M <br />O <br />o <br />o- -o <br />D.- W <br />s <br />N <br />Z <br />-- -c m x <br />co <br />Q N X <br />3 °-' °' <br />E c <br />es co.� ._ ¢ <br />°C <br />3 to <br />c � <br />o <br />3 <br />M <br />0 <br />CV <br />o0 <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 <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 />Engineer's signature and seal. <br />o 8 <br />U <br />CV <br />M 0 C N <br />d <br />NoN0 # <br />9 <br />I0 <br />a <br />* LL <br />LL LL LL W <br />u, <br />Z <br />a <br />- d on a t4 <br />L cc 2 <br />LU <br />O <br />0 � N fD <br />Ix <br />= <br />LL <br />05 CP m w <br />� (VZ Q J <br />N O U <br />W <br />v <br />U <br />�g^ <br />N O <br />z iz <br />v <br />Z v <br />vas <br />�N <br />LL <br />i-, <br />(o <br />v3 <br />W <br />o <br />� <br />g <br />0 <br />to <br />w <br />c <br />U <br />w <br />oil <br />� E <br />L <br />I <br /><� <br />= d <br />� <br />I <br />Q <br />�O <br />� <br />M <br />gg <br />z <br />z <br />z <br />J <br />LL_ <br />a o <br />S <br />O � <br />z O <br />Q <br />�s <br />z® <br />U <br />�� <br />- <br />wa <br />O <br />o <br />K U <br />��oQ <br />Q <br />Z <br />N <br />p <br />ai <br />Z <br />N <br />C <br />C <br />a <br />Z U <br />°� O <br />OLL <br />z <br />Z <br />m ) <br />N <br />a <br />4 W <br />Cn <br />z <br />�O <br />F <br />pT <br />r <br />0 <br />o <br />N <br />wa <br />Fro <br />< <br />zla1 <br />a <br />.0O <br />J <br />CO <br />Ul <br />TO <br />.-� <br />Q <br />n <br />0 <br />-j <br />O <br />° <br />O <br />1 <br />U) m <br />J <br />04 <br />m <br />o <br />LO <br />QI <br />+ <br />co <br />M <br />0 <br />04 <br />coo <br />Cal04 <br />LO <br />�• - <br />M <br />T <br />E <br />Z <br />Z <br />E o <br />UQ <br />a <br />O <br />JOB <br />NO: <br />23-04908 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />