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O <br />3 <br />J <br />m <br />ib <br />LO <br />L0 <br />v <br />v- <br />cn <br />O <br />O <br />J <br />COO <br />N <br />0 <br />I <br />N <br />00 <br />00 <br />M <br />LO <br />v <br />r <br />v <br />co <br />0 <br />a <br />0 <br />0 <br />J <br />cc <br />N <br />LO <br />I <br />N <br />LO <br />O <br />V) <br />N <br />a <br />E <br />0 <br />L <br />O <br />C <br />u <br />a� <br />r7 <br />U <br />-�5 <br />C <br />N <br />U <br />0 <br />a <br />0 <br />U <br />J <br />N <br />LZ <br />N <br />Cl- <br />0 <br />a <br />0 <br />N <br />O <br />co <br />cu <br />W <br />m <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 / .0 <br />Safe vertical load Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81732 1 B/1T <br />6 <br />FORM & GROUT SOLID <br />awf <br />N Q <br />� �U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6 F 16- <br />B/ 1 T <br />U <br />co <br />113 <br />tNOMINAL. <br />QUANTITY OF <br />r <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c precast intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 .(1) REBAR AT ALTERNATE POWERS <br />MIN. (1) REQ'D <br />-1/2" <br />CLEAR STEEL LINTEL <br />M.U. #5 REBAR AT TOP <br />A MIN. (1) REQ'D `- 1-112" CLEAR <br />AV <br />GROUT <br />#5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVIT <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />(VARIES) <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 />2x8 #2 SPF STUDS @ 16" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y4' <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ %2' EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />J <br />J <br />a�zF - <br />W U ,- <br />0W <br />11 20 y <br />Q<C7mJ <br />Z - W u7 <br />f•� 0- I <br />rnrnUXXa" A <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 cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <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 />OB <br />T-8" LL <br />(:�MIN. <br />17'-44" LL <br />MAY 1 ` 7 2023 <br />W1 <br />Virtual Review Assist, I <br />Plans Review completed and <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4'=1'-0" <br />M <br />CV <br />O <br />CV <br />00 <br />0 <br />M <br />Q <br />rIG Pc <br />a <br />e <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 <br />Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />114 <br />W <br />a <br />o o E <br />8. <br />N <br />O N <br />N CA <br />�k rn <br />r ik <br />0 <br />7 U) <br />LL �- <br />N <br />° a <br />ai6NO <br />� LL 55 <br />w <br />0_ Y Z <br />Z <br />Z 3:O <br />o <br />Z <br />L N V <br />O <br />WY <br />U <br />o `°Nco <br />co O <br />m -' < <br />W <br />j Z <br />Z <br />IL <br />00 ci <br />M Z <br />w <br />O <br />N <br />O U <br />U F= <br />❑El❑ <br />Z <br />W <br />N M <br />O <br />z <br />N <br />z � � <br />� <br />Q <br />J <br />� N <br />N <br />n, <br />N <br />c+� <br />Z <br />c <br />VJ <br />UI <br />2 <br />a--1 <br />cn <br />w <br />U � <br />c <br />w m <br />E <br />- � <br />U <br />L <br />_ � N <br />Q <br />N <br />�® <br />o <br />w <br />M <br />M <br />J <br />� <br />� <br />c, E <br />o <br />o <br />Z <br /><R <br />E O <br />oz <br />Da <br />m <br />CL <br />�� <br />Uo <br />O E <br />O° <br />�< <br />Z <br />ZF- <br />w0 <br />�w <br />M <br />cn C <br />¢ <br />Z< <br />m 0 <br />o, <br />Z <br />5 <br />< <br />ZZ <br />3 <br />Z <br />J° <br />° <br />W <br />C/J <br />� <br />01 <br />LL <br />dz <br />F- <br />�O <br />oZ <br />=3 <br />J <br />J Y <br />0 <br />a F <br />M <br />ow <br />a <br />o- <br />o3 <br />�O <br />> 0 <br />J <br />1 <br />y , <br />N <br />rn <br />m <br />�--. <br />0 <br />/Q <br />LL <br />O <br />CT <br />O <br />Y <br />4-CN <br />rM <br />U <br />m <br />N <br />W <br />vJ <br />+1 to M <br />0) <br />1 <br />L00 <br />cLL. o <br />O <br />00 <br />N <br />M <br />LO 00 <br />Lf) <br />Q <br />� M <br />r <br />T <br />CM <br />o <br />Z <br />:3Z <br />E Q <br />ri <br />�' <br />IL <br />E o <br />U J <br />m <br />Q p <br />avi <br />-t <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />