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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 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 />if. 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 vertical (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 . rj <br />afe vertical load Safe horizontal load _ 0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />C I�1 <br />■ r ■ r <br />8F44 1 B/1T8F40 1 B/1T 8RF40.0B/1T 8F32113/1T <br />FORM & GROUT SOLID <br />r U <br />O 8F2#5 BAR CONT. <br />/\J1 �/\-�1B/1 T <br />`J <br />V LINTEL DETAIL <br />SCALE = NS.S. <br />On <br />-Kamm <br />- <br />- <br />an <br />E <br />a <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />D <br />8 F 16- <br />E3/ 1 T <br />4 <br />tNOMINAI, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c1 i"' precast 11 tels = 3500 psi. <br />2. f c 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 pal. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR <br />MIN. <br />RE AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />CLEAR <br />STEEL LINTEL <br />° <br />4 <br />4 4 <br />4 <br />No C.M.U. <br />#5 REBAR AT TOP <br />4O ° <br />GROUT <br />MIN. (1) REQ'D <br />J = <br />1.1/2" CLEAR <br />C <br />° 4 <br />a <br />a <br />° <br />5 REBAR AT <br />L c~n w <br />O <br />BOTTOM OF <br />Vi z <br />LINTEL CAVITY <br />U m <br />o <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a ux, Q <br />Q a t7 <br />¢ a So <br />_ <br />5 REBAR AT BOTTO <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />qq <br />ui rL L <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 />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 manufacturers 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 />LINIEL eLANN S: <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 />4'-6" LL <br />4'-6" LL <br />E <br />9'-0" LL <br />8'-8" LL <br />(�) MIN. <br />17'-4" LL <br />'LL <br />3'-8" LL <br />LINTEL PLAN - ELEV A <br />SCALE: %4'=1'-0" <br />a•'7 <br />c'1 <br />'; .. <br />tie. <br />C=W <br />> <br />^� <br />Ck- <br />M ._ <br />aW <br />03 a) ccu ti� <br />`E <br />rQ <br />�U <br />a. <br />N <br />00 <br />" <br />fAeJJ O <br />s <br />G7I' <br />I�lt� F'87Z5 <br />S T ATE- <br />OF :lulu <br />10� <br />PJ <br />JJ �AJGYrY3rtlu � ie��® <br />To the beat of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />fA <br />Ol <br />S N <br />`� SUUJ W W) <br />Ir <br />y <br />C n <br />(Npp <br />4 <br />C�� <br />as <br />4� 0. W <br />J V W 0. <br />C113iZ <br />JJ� .p ' Q <br />%IL <br />_ O � o <br />co m d <br />J� N J <br />C�3ta,rn d z <br />•� <br />00 N O Q UJ <br />N M Z H <br />U to <br />OU ❑[]❑ <br />Z <br />W <br />C_0 w <br />N a, <br />d <br />V) <br />0 o <br />.9 <br />v� <br />w <br />_ <br />co <br />0 <br />w <br />Jum <br />V) <br />C ° <br />') <br />r-- E <br />C) <br />c: <br />< <br />r� <br />z <br />M <br />Q <br />O <br />N <br />(Jo <br />r.... <br />Uq <br />00 <br />Q E <br />ro <br />a? It <br />L <br />�2 <br />w o <br />afu o <br />w, <br />a <br />w <br />s <br />W <br />� <br />aid <br />i35 <br />> L6 <br />C? <br />co <br />Co <br />CO <br />CNI <br />=) N <br />o <br />LO <br />0 <br />cv <br />�- <br />m <br />� <br />OLJ_ <br />r_• <br />©) <br />(`Y) <br />t... <br />" <br />M d <br />Ali <br />.r... <br />E <br />Imo. <br />OCR <br />M <br />Z <br />Z <br />E <br />m <br />a <br />U °� <br />Q p <br />c <br />_J <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />