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 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, LOTTS <br />i <br />FORM & GROUT SOLID <br />a. - <br />o W <br />/5 BAR CONT. <br />81`12-1 B/1 T <br />O <br />'V LINTEL DETAIL <br />SCALE = N.T.S. <br />sms <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16— <br />B/1T <br />E- <br />a <br />10 <br />tNOMINAL. <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />#5 REBAR <br />MIN..(1)REQ'D <br />(1) <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />-4 <br />a O a <br />#5 REBAR AT TOP <br />2 <br />O <br />a <br />a <br />M.U. <br />w <br />a° <br />MIN. (1)REQ'D <br />° Q <br />1-1/2" CLEAR <br />x <br />Q <br />a <br />Z <br />D <br />ZD <br />° <br />GROUT <br />° <br />Q <br />r J o <br />a <br />° a <br />C.M.U. <br />° <br />5 REBAR AT <br />= N Cn w <br />d <br />° <br />BOTTOM OF <br />to Z w <br />w w 0 a) <br />o "'W-BOTTOM <br />LINTEL CAVITY <br />'- <br />ui <br />Ir 0 <br />1 /n1 <br />REINFORCING <br />PROVIDED IN <br />o 0 z <br />Q C7 CO <br />o w u <br />D Q D <br />7-5/8"ACTUAL <br />LINTEL <br />Z <br />4 Q 3 m <br />80 <br />• <br />d° °, �° <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />8"NOMINAL WIDTH <br />(VARIES) <br />rq � a a <br />MATERIALS <br />c—precasflintels = 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 ASMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />x I-�! <br />•• <br />< <br />f/ <br />V�� N <br />t <br />i <br />r <br />a <br />L0 <br />rf��r ¢I�:tto'l' <br />Ilg <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida <br />Building Code - <br />Residential 6th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />of <br />v 00 <br />O �} 8 N2 (O <br />N i# <br />�q <br />0 <br />� J <br />N N m V <br />� N <br />M <br />� J Lu <br />(nNN� v; u_ 0. <br />QN <br />m O W N <br />@LLu: aaLu <br />J o y $ Z O <br />Z <br />mcM, OWl- <br />c r o m O <br />'M N m m <br />'Z <br />C Z it m N <br />Cl) <br />U 0 <br />ZLL <br />N 1- J <br />Q <br />OU <br />❑OO <br />W <br />v M <br />Z N (n <br />— o <br />z Zo <br />Z o <br />J _ <br />r <br />M <br />Z o <br />0 <br />v <br />�N <br />LL <br />cn <br />w <br />° <br />V <br />g <br />O— <br />c� <br />w o <br />C w <br />�✓ <br />w � <br />— J E <br />C <br />Q <br />o <br />N <br />�� <br />�W <br />z <br />M <br />M <br />Z <br />—_ <br />E <br />zo <br />o <br />� <br />> o <br />14E <br />Q <br />Q <br />W <br />zp <br />oa <br />w0 <br />F (R <br />O E <br />Ro <br />r¢ <br />a <br />�a <br />O< <br />z <br />Z <br />C14 CD<o <br />0,a <br />¢ <br />J <br />L <br />(0 <br />0 Y <br />N O <br />O <br />Z <br />Z <br />(n <br />Q W <br />z <br />U) <br />N0M <br />F <br />a <br />Jz <br />J <br />o <br />o <br />wF <br />}o <br />a? <br />°zla <br />o 3 <br />> <br />U <br />O <br />C) <br />T <br />O <br />m <br />C <br />CD <br />V/ <br />E N <br />r <br />ca 0 <br />07 <br />.T� <br />= C\V <br />r <br />IO <br />r(_0_ rn <br />,- <br />ai <br />T C3� <br />°-) <br />CM <br />o <br />E <br />ra <br />•c <br />z <br />E O <br />E <br />a <br />U ° <br />¢ p <br />JOB <br />NO: <br />20-6227 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />