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C" <br />L0 <br />LO <br />i <br />,3r <br />LA <br />Ln <br />CC <br />Fn <br />,3r <br />1 <br />L0 <br />�i <br />L0 <br />C'4 <br />L0 <br />LQ_ <br />C <br />!;,C-1 <br />re) <br />C-4 <br />CD <br />C14 <br />E <br />E <br />0 <br />V <br />LZ <br />E <br />CL <br />C, <br />C14 <br />GENERAL INSTALLATION NOTES <br />1 , Provide full mortar head and bed joints. <br />2. Shore filled iintels 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 fintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed Ul 80. <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 followring equation: <br />Applied vertical load + Applied horizontal load < <br />Safe vertical1oad__ Safe horizontal load -1.0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALff, LOTTS <br />UIV <br />0 MIN E <br />FORM & GROUT SOLID <br />J <br />- lv.�_ ­-#X-77.'=7 w <br />9 Q � <br />J <br />_0 <br />��#5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />'V"LINTEL DETAIL <br />SCALE - N.T.S. <br />01 <br />Is <br />I <br />Is <br />a: <br />TYPE DESIGNATION <br />F = FILLED WITH <br />REBAR AT TOP <br />IN. (1) REG-D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />R = RECESSED <br />_-L <br />4 EIL'" <br />EAR <br />STEEL LINTEL <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />A <br />OF LINTEL CAVITY <br />4 ,*-C. M. U. <br />#5 REBAR AT TOP <br />LU <br />A <br />MIN. (1) REQ'D_ 1-1/2" CLEAR <br />g <br />16- EB/1 T <br />Z <br />4, <br />�5 <br />0 <br />Z <br />'d GROUT <br />to <br />tNOMINAL, QUANTITY OF <br />A -45 REBAR AT <br />r, <br />D (n �- , <br />= �n- 2 W <br />WIDTH #5 REBAR AT <br />4 BOTTOM OF <br />L LU <br />TOP <br />LINTEL CAVITY <br />� 0 <br />NOMINALJ <br />0 <br />-BOTTOM <br />0 Lau X uJ <br />: 0 <br />HEIGHT <br />REINFORCING <br />.0 <br /><0 <br />9 Ix <br />7-518"ACTUAL f PROVIDED IN <br />'f_NOMINAL <br />. <br />Z 4- 0 1 <br />WIDTH LINTEL <br />< -0---V5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />MATERIALS 16 GAUGE POWERS <br />r7c-Pricesntels = 3500 psi. STEEL BOXED LINTEL <br />2. fc prestressed [inlets = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wt <br />4. maximum 318" aggregate and 8" to 11 " slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for Installation. <br />Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. Refer to manufacturer's specifications. <br />7/32 wire per ASTM A51 0. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top <br />I see lintel plan/details for bottom steel required. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER on ng agen must be applied to the Steel Box lintels prior to <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS ap lying the cementitluos 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 />CONT. PRECAST "U" LINTEL - INSTALL MIN. 25" LAP <br />FILLED SOLID W/ 3000 PSI GROUT 6 SPLICE BETWEEN WALL <br />(SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL <br />UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING <br />CONNECTOR FLUSH WITH STANDARD 90 TYP CONT. BOND BEAM <br />TYPICAL TOP 0, WALL-\ DEGREE HOOK 8" x8'" x 16" K.O. LINTEL <br />(SEE PLAN) BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />Z-ALL. <br />Mr <br />HOOK LINTEL <br />REINFORCING <br />cli <br />INTO SIDE <br />Z <br />VERTICALS <br />4: <br />f - <br />PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF' <br />THROUGH AS REO'D. :4 <br />PROVIDE STD. <br />90* HOOK WI MIN. a k REBAR BOTH SIDES REBAR BOTH SIDES <br />V : <br />25" LAP SPLICE OF OPENING U.N * 0. OF OPENING U.N.O. <br />ON EA. END <br />12"OR LESS <br />INDICATES <br />L <br />OVIDE FILLED CELL <br />KNOCK -OUT FROM FTG. TO <br />BLOCK FOR FIR T' BEAM w/ (1) #5 <br />4" <br />COMPLETE MU BAR <br />COURSE BELOW <br />SILL & FILL SOLID <br />W/ (1) #5 BAR 8" x 8" x 16" <br />CMU U.N.O. <br />TYP. DOWEL <br />41 25" MIN LAP <br />(AC1530) <br />SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />XS2� SHEAR FRAME SINGLE OR MULTIPLE WINDOWS <br />CALE: 3V v V-0" <br />RSEVISION 10-19-16 <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 />9 <br />A <br />CF <br />4'-6" LL <br />nE <br />1___/ <br />4'-2" LL <br />(7E <br />4'-2" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: Y4"=1'-0" <br />0. <br />U, <br />CW <br />Ck: <br />C5 <br />C3.r- <br />cc ft C-.4 <br />U_ p_ <br />In <br />e.4 <br />E <br />0 <br />M <br />40 <br />�cp <br />F <br />A <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 />Florlda Building Code - <br />Residential <br />7th Editor, Engineers signature and seal is only for <br />the structural engineering porbons of the drawing pages bearing <br />Engineers <br />signature and seal. <br />9) <br />W <br />8E <br />0 8. <br />, <br />C'4 6 a) <br />0 <br />to <br />go (D <br />3), <br />44 <br />C14 0 4b <br />C*) <br />r _J LL U <br />LL �L <br />113 <br />0 i <br />LL . <br />_.J Lu <br />2 . <br />W <br />9 C� 0 <br />CL <br />IML <br />0 <br />Z <br />a <br />N . < 0 <br />6(.) <br />Z <br />W <br />0 <br />F "I <br />C!) 2 <br />U) <br />v) <br />27 M <br />CD <br />(U <br />4-1 <br />LL <br />LLJ <br />C) <br />U <br />0 <br />U*) <br />.am <br />8 <br />< <br />cc, <br />M <br />L1_ <br />E <br />E <br />SR <br />.� <br />O� <br />WZ <br />Z <br />1, <br />t <br />�0 <br />. <br />V> (0 <br />0 <br />o <br />Z <br />Z <br />A <br />_,5 <br />wim <br />6. <br />0 <br />L0 <br />Lr) <br />to <br />L0 <br />LO <br />Cr <br />" <br />0 .2 <br />N <br />.110-P 00 <br />U) <br />LO <br />4_J <br />0 <br />4- <br />04 <br />0 <br />U- N <br />C) <br />;& <br />L.0 <br />LO <br />cr) <br />0 <br />Z <br />E <br />'D M <br />< <br />4) <br />JOB <br />NO: <br />23-00525 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />