Laserfiche WebLink
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 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 Ileu 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 verttcal (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 <br />Safe vertical o Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />BF44 1B/1T817401BMT 8RF40OB11T 8F321B/1T <br />FORM & GROUT SOLID <br />Q N Q <br />�J <br />�U <br />O #S BAR CONE. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />. .. . <br />_ISEE= <br />• • • • <br />• • • • <br />• • <br />• • • • • • <br />1 <br />1' 1 <br />•' <br />1 1 <br />I Yt't UtJIUNtN I IUIV <br />#5 REBAR <br />MIN.(1)REaD <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT S UNFILLED <br />1 <br />CLEAR <br />STEEL LINTEL <br />a ° <br />R =RECESESSED <br />QTY. OF #5 <br />° <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 • <br />.M.U. <br />#5 REBAR AT TOP <br />W <br />a° ° <br />MIN. (1) RECPD Q 1-1/2" CLEAR <br />8F 16— B/1 T <br />o <br />"D <br />• <br />'GROUT° <br />°d <br />GROUT <br />D <br />t <br />r• <br />fD <br />—° <br />r J Q !1 <br />C.M.U. <br />NOMINAL QUANTITY OF <br />5 REBAR AT <br />= rn w � w <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />� W — � d - <br />TOP <br />LINTEL CAVITY <br />U to 9 Q <br />`Q <br />NOMINAL-° <br />HEIGHT <br />OTTOM <br />REINFORCING <br />o ci " <br />4 C7 <br />PROVIDED IN <br />D LL — O Itr ^ <br />D 4 D <br />7-5/8"ACTUAL <br />8" NOMINAL WID H <br />LINTEL <br />¢ Off � 05 REBAR AT BOTTC <br />L R <10 �, <'o AS INDICATED <br />(VARIES) <br />v~i <br />MATERIALS <br />16 GAUGE POWERS <br />rtels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8' aggregate and 8" to 11" slump. <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 />1, Refer to manufacturers specifications for installation. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing sbWA per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />7/32 wire per ASTM A510. <br />S. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see gntel plaNdeteds for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cerntermtluos coating. See contractor specifications <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 />A <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Bl_ <br />SCALE: Y4'=1'-0" <br />N <br />aR0 <br />Ne.)R) <br />C-4 <br />.. cp <br />J <br />< <br />F L"0..--'*: <br />R0F'ESSX0N <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 <br />Florida Building Code - <br />Residentlal 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages basing <br />Engineers signature and seal. <br />W <br />Q <br />�(py tp pp <br />ik <br />N <br />V <br />0W <br />O8cce <br />cb J <br />n c 10 U. <br />a <br />�I.- —E LL LL a <br />ai M M W � vs <br />as <br />Z <br />13 <br />�LLU_ <br />W <br />0o04 <br />O: <br />tm°' <br />��� m m o <br />W <br />to Of �p <br />LL ZN <br />pj � <br />N Z L) O <br />Z <br />OU 000 <br />W <br />N <br />Z <br />z � <br />Z <br />J <br />d N <br />U) <br />(n <br />Z <br />CA <br />U <br />� <br />W <br />� <br />� <br />OW <br />in <br />w <br />Q � <br />N <br />14MZW3 <br />woOaaZQr <br />�02c�i <br />E <br />cc <br />o <br />0 <br />n.W <br />ZCCra <br />Ni <br />02oLL <br />mso0.•U <br />aN <br />Z <br />NC <br />J <br />O p <br />N <br />W <br />a� <br />W <br />st <br />its <br />o 3 <br />0 CN <br />= <br />J <br />cc <br />�— <br />0 <br />�y <br />U <br />00 <br />LL <br />j <br />T <br />m <br />C <br />0 <br />Mt <br />M <br />NCD <br />r <br />C14 N <br />LO <br />t- <br />00 <br />N <br />M <br />h <br />di <br />Z <br />Z <br />c <br />E O <br />>v ai <br />d <br />U <br />Q p <br />J <br />JOB <br />NO: <br />20-6224 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />