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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 <1 •O <br />a e vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM dr GROUT SOLID <br />9 J <br />O /5 BAR CONT. <br />8F12-1 B/1 T <br />"V LINTEL DETAIL <br />SCALE = N.T.S. <br />no <br />on <br />Imo€ <br />[ <br />so <br />0 <br />no <br />E M <br />00 <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 iL <br />8F16- B/1 T <br />a I <br />Z <br />tNOMINAL <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MIN.(1ARCI'D <br />MIN. <br />(1) REO'D <br />1-1 AR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />A <br />,p �C.M.U. <br />115 REBAR AT TOP <br />a° a <br />° <br />GROUT <br />MIN.(1)RECI'D ° Q <br />G <br />1-1/2"CLEAR <br />v e <br />a d <br />° <br />J <1 �. <br />n o <br />cn ¢ ° <br />C.M.U. <br />n <br />5 REBAR AT <br />Ln <br />rn w <br />IN <br />° <br />O <br />BOTTOM OF <br />LINTEL CAVITY <br />a Z w <br />o W 0 X W \ 1 <br />o <br />oTTOM <br />O <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />M ¢ 02 j <br />OZ LL o ,n <br />¢ O $ G <br />#5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />1 � Cr g'd <7o L, 4o <br />AS INDICATED <br />MATERIALS <br />. cTl prylintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <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 SYP STUDS @ 8" 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) SIMPSON MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 manufacturers 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />hSEE PLAN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />- - W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />T SPACING <br />1 WALL SPLICE DETAIL <br />8 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 />5'-8" LL <br />IA) <br />LINTEL PLAN - ELEV-All <br />SCALE: Y4'=1 r-0" I <br />/ <br />� <br />\\��e��\`tttlttEttgN� <br />SRO W/V <br />•��\ON <br />e . E "�• ••, <br />DNS <br />ti <br />• � <br />h <br />W <br />•� <br />r <br />qv. <br />O <br />E S5\0`\\ <br />tt�rnft�t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 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 />Engineers signature and seal. <br />9) <br />F <br />o E <br />0 <br />C <br />0 <br />« O G <br />9�n°`oo �i <br />(/i h l� � <br />J LL <br />u' W <br />U. 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