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00 <br />r <br />LO <br />N <br />„ <br />00 <br />O <br />0 <br />O <br />J <br />N <br />:a <br />q <br />Q <br />00 <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.03-0605.05 and 03-0605.04. <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 <br />8F441B/1T8F401BAT 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />N ¢ <br />�W <br />�U <br />O #5 BAR CONT, <br />8F 12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />IS <br />1 <br />0 <br />US <br />TYPE DESIGNATION <br />F=FILLED WITH <br />#5REBAR <br />MIN.(1)REQ'D <br />ATTOP <br />ALTERNATE POWERS <br />GROUT S UNFILLED <br />R =RECESESSED <br />CLEAR <br />STEEL LINTEL <br />° <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />2 <br />c� <br />C ` <br />M.U. <br />#5 REBAR AT TOP <br />w_ <br />° ` , <br />MIN. (1) REQ'D <br />4 <br />1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />� <br />a <br />a <br />Z <br />D <br />N <br />r <br />Q <br />GROUT <br />2O <br />Q L <br />tNOMINAL,QUANTITY OF <br />° <br />5 REBAR AT <br />^ J <br />= — w J <br />C.M.U. <br />— <br />a <br />WIDTH #5 REBAR AT <br />G O <br />BOTTOM OF <br />a z � <br />TOP <br />NOMINAL-OTTOM <br />LINTEL CAVITY <br />W U O O <br />o <br />HEIGHT <br />REINFORCING <br />o � c~i <br />Q ¢ C) 20 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z r` Ci w <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />Q ' Lu � <br />X a <br />�o �, �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />U) ui <br />4 <br />MATERIALS <br />cTf precas intels = 3500 psi. <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 />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 />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" 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/ Y2' EPDXY ANCHOR OR 2" <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 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 45 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 />n1 �� WALL SPLICE DETAIL <br />o I Q % SCALE: 1" = 1'-0" <br />C'4 <br />M <br />4'-6" LL <br />O <br />6'-6" LL <br />O <br />5'-10" LL <br />G <br />MIN. <br />64" LL <br />:y <br />f <br />VANI <br />rfi <br />(EMIN. <br />17'-4" LL <br />O <br />5'-8" LL <br />ti O <br />5'-8" LL <br />:•'•:�• ::tip• <br />O <br />5'-8" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />0 <br />z Cl) <br />0 <br />— o <br />Z Co <br />z� <br />Q <br />a. <br />z <br />V) C� <br />Q w <br />�V � <br />OLU <br />o <br />CCS U <br />o0 <br />m <br />LUE <br />t— $Cc`rN <br />M <br />Sg? <br />7i <br />600 <br />C) <br />0 <br />00 <br />�C rn <br />a v <br />rn ¢ d <br />Al1 <br />B D. <br />m.sa <br />N `O <br />m <br />O M 0'� W <br />:::, MNCm Z <br />V? <br />LU y a w <br />LL a <br />LU c <br />¢ � z <br />Z 0 ¢ cG <br />weo <br />Z Vf E <br />UMV #A <br />t O v V O <br />.O <br />W/V !� <br />< <br />F L 4r <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 2017 Florida Building Code - <br />Residential 6th 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 />L AR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. 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