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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 L/180. <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 />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />,i' . ,r;" '.. • : �' AC, ; FORM & GROUT SOLID <br />0 0 <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T �, p N W <br />0 © © o, o O o <br />I I U-1 <br />• O O O O O #5 BAR CONT. <br />8RF14-18/1T8RF14-013/1T 81`16-013/1T 8F16-1B/1T0 81=12-1B/1T <br />® o o <br />8F20-OB/1 T <br />© "V" LINTEL DETAIL <br />-, , I�'• .+ I� I� - :� .'-I� Imo'. P SCALE = N.T.S. <br />I <br />e <br />III <br />am <br />M <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 />J <br />8F16- B/1T <br />U <br />¢ <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#5REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />ILEAR 1/2 <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° • <br />a O <br />#5 REBAR AT TOP <br />0 <br />° <br />.M.U. <br />w <br />a ° • <br />MIN. (1) REQ'D <br />1-112" CLEAR <br />J <br />Z <br />° <br />°. <br />z <br />• <br />° ° <br />GROUT <br />J <br />Cf) <br />C.M.U. <br />° <br />5 REBAR AT <br />= ~n w <br />- <br />° O <br />BOTTOM OF <br />a n z W <br />"*-BOTTOM <br />LINTEL CAVITY <br />J U n <br />REINFORCING <br />PROVIDED IN <br />0 fr <br />¢ ¢ C7 z <br />L—` a w <br />— <br />7-5/8"ACTUAL <br />LINTEL <br />z <br />¢ _' C9 <br />#5 REBAR AT BOTTO <br />8" NOMINAL WIDTH <br />(VARIES) <br />co � � d <br />_ <br />AS INDICATED <br />MATERIALS <br />16GAUGE POWERS <br />cT f pre a lintels = 3500 psi. <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <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 />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent 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 <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 />UPLIFT <br />CONNECTOR <br />TYPICAL <br />(SEE PLAN) — <br />HOOK LINTEL <br />REINFORCING <br />INTO SIDE <br />VERTICALS <br />PROVIDE STD. <br />90' HOOK W/ MIN <br />25" LAP SPLICE <br />ON EA. END --- <br />PROVIDE <br />KNOCK -OUT <br />BLOCK FOR FIRST <br />COMPLETE CMU <br />COURSE BELOW <br />SILL & FILL SOLID <br />W/ (1) #5 BAR <br />CONT. PRECAST "U" LINTEL <br />FILLED SOLID W/ 3000 PSI GROUT <br />(SEE LINTEL PLAN FOR MINIMUM <br />GROUT TO BE SIZE & REINFORCEMENT) <br />FLUSH WITH STANDARD 90 <br />TOP OF WALL-1 DEGREE HOOK <br />�� .. '.. ;:� },• .. r' . <br />14,7 <br />•: .' •. . • . •. •J'• •.. J • .• . . <br />,. PROVIDE 3"x3" HOLE <br />' ' v' <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF.' <br />.r r: <br />THROUGH AS REQ'D. <br />' ; <br />F <br />REBAR BOTH SIDES <br />�` ;' <br />REBAR BOTH SIDES <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />' <br />12" OR LESS <br />:4 <br />.:.. <br />Ak <br />. * - <br />. ` ..J <br />• J <br />SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />INSTALL MIN. 25" LAP <br />SPLICE BETWEEN WALL <br />REINF. & LINTEL TOP STEEL <br />AT EACH SIDE OF OPENING <br />-TYP. CONT. BOND BEAM <br />8" x 8" x 16" K.O. LINTEL <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />8" x 8" x 16" <br />CMU U.N.O. <br />TYP. DOWEL <br />25" MIN LAP <br />(AC1530) <br />SHEAR FRAME aCy SINGLE OR MULTIPLE WINDOWS <br />SCALE: 1/2" = V-0" <br />REVISION 10-19-16 <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />Q <br />5'-8" LL <br />O MIN. <br />17'-4" LL <br />O <br />8'-8" LL <br />O <br />6'-0" LL <br />O <br />4'-0" LL <br />LINTEL PLAN -A <br />SCALE: Y4"=1'-0" <br />ror <br />c� <br />C: <br />0 <br />p <br />d� <br />7 W <br />o� <br />}- o <br />a" o <br />ci <br />X <br />W ..o (V <br />N tli O Cc <br />Q .►+ CV � <br />00 <br />d <br />' E c <br />cc <br />meW= <br />i Y C Q <br />y ' O- <br />C <br />a <br />a r, <br />V F, <br />- <br />N. <br />irJ a <br />4�� <br />7 -,y <br />< <br />,..k, o <br />!y 1 <br />Ayep 4! { <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 />H <br />W <br />a <br />o E <br />8 <br />IS, 0 <br />W <br />G <br />N N <br />1_N <br />rA <br />U)(ntir-�-° <br />J <br />U) <br />a <br />Z <br />6 03- 3 <br />= 't u; <br />J � i� a <br />a Y <br />(0 C 00 <br />=Ro <br />w � O <br />W°) <br />7-Fu N <br />rn <br />w <br />Z <br />m <br />L0 N Z a J <br />L <br />N O U v v <br />W <br />❑ ❑ <br />Z N to <br />0 0 <br />o <br />Z ro <br />Z o <br />� <br />J — <br />d N <br />r <br />BWv) <br />^ ' <br />M <br />z <br />C <br />�J <br />o <br />4­1 <br />cll-'� <br />O <br />V) <br />W oOft <br />C Y <br />C <br />W J <br />Gi <br />F— — E <br />m! <br />L dj <br />/ * O N <br />C) <br />f s <br />Q <br />0 <br />N <br />e� <br />o <br />co <br />J <br />w <br />o <br />z <br />Z <br />= <br />E <br />° <br />=o <br />oLL <br />w= <br />>� <br />=® <br />Od <br />— <br />x <br />�< <br />0° <br />o� <br />CD E <br />O <br />a p <br />a z <br />o <br />no <br />U) J <br />�. <br />aw <br />Z:n <br />cn <br />s< <br />z z <br />go <br />INS <br />T <br />Q <br />a <br />m w <br />w <br />O <br />0z¢ <br />a? <br />0 <br />C: <br />2 <br />O <br />d' <br />0 <br />m <br />T <br />co <br />` <br />L <br />r <br />co <br />T <br />=) r <br />r, <br />Q <br />07 T <br />T. <br />0 <br />U) U <br />N <br />~ <br />a,, m <br />LO <br />O <br />0 <br />04 <br />~ N <br />O <br />111") <br />O <br />1110 <br />TT <br />Q <br />O -- <br />T— <br />m <br />«? <br />E T <br />CID <br />00 <br />o <br />Z <br />Z <br />E <br />EL <br />E <br />U <br />ai <br />Q p <br />�) <br />JOB <br />NO: <br />22-09408 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />