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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 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 />g. 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 />win, <br />0 MEN <br />FORM & GROUT SOLID <br />Jr—o. _ w <br />O r <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />E <br />N <br />ro <br />i <br />TYPE DESIGNATION <br />F=FILLED WITH <br />#SREBAR <br />MIN.(1)REQ'D <br />ATTOP <br />ALTERNATE POWERS <br />GROUT /SSUNFILLED <br />R =RECESSED <br />CLEAR <br />STEEL LINTEL <br />a ° <br />QTY. OF #5 <br />O <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />= <br />c� <br />4 ° <br />M,U. <br />#5 REBAR AT TOP <br />W <br />° ° ° <br />MIN. (1) REQ'D <br />4 <br />1-1/2" CLEAR <br />F 1 1 T <br />8 6— B/ <br />ep <br />° <br />a° <br />Z <br />D C <br />L6 <br />• <br />co <br />GROUT <br />Q p <br />tNOMINA QUANTITY OF <br />5 REBAR AT <br />n j <br />x z w <br />o <br />4 <br />C.M.U. <br />- <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />a (n - , <br />TOP <br />o <br />LINTEL CAVITY <br />Lu W O y _3 <br />NOMINAL --BOTTOM <br />o � b o <br />HEIGHT <br />REINFORCING <br />Q ¢ 6 m zi <br />u w <br />� <br />7ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z d ,n <br />Q =' CS 3: (0 <br />D D <br />A, <br />#5 REBAR AT BOTTOt <br />8" NOOMIMI NAL WIDTH <br />(VARIES) <br />c~n Lo a a <br />�o �o <br />AS INDICATED <br />Q <br />MATERIALS <br />c�precas'T-ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 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. Rebar 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 92 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) Y" 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 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 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/VVALL <br />t It 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 />5'-10" LL <br />O <br />6'-6" LL <br />O <br />4'-6" LL <br />O <br />.. ............ <br />5'-4" LL <br />OMIN. <br />r <br />tii• <br />s. <br />5'-10" LL <br />O <br />5'-8" LL <br />O <br />ti 5'-8" LL <br />-01 <br />5'-8" LL <br />O <br />17'-4" LL <br />OEMIN. <br />LINTEL PLANT <br />SCALE: Y4"=1'-0" <br />(D LID <br />M <br />— o <br />Z <br />Q <br />O <br />J <br />CL <br />Uq <br />crs <br />4-J w <br />lC) <br />U — <br />DLIJ <br />°� <br />= <br />m <br />0 <br />V <br />oQ <br />U <br />Fn IZ- <br />N M <br />L L <br />I— E <br />fi —8 <br />C @ Cl <br />m v 04 <br />000 <br />co <br />��00 <br />~3.00 <br />n <br /><Crn <br />o <br />to <br />rn o� <br />0)¢o <br />Al <br />"BDC <br />LLl <br />o <br />u <br />;can (v <br />• <br />d <br />;LL <br />°-� UA <br />ca <br />N�°i L©. <br />14 UM <br />• <br />iS' <br />Ilk•...••.••o��� <br />01� s S <br />JO <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1! <br />O <br />O <br />Z N <br />0 N N <br />> V) M <br />M <br />0 LI) <br />Z <br />Q. 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