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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-Llntels 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 �� e 0 <br />a e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM dt GROUT SOUD <br />0 #S BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />`E <br />C <br />C <br />� C C <br />pppp <br />CG <br />�/ C <br />C <br />- <br />C <br />CC <br />EC <br />m <br />0� <br />C <br />� <br />■ <br />� <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />�I <br />U• <br />� <br />© <br />Q <br />0 <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 />H <br />a <br />8F 16— <br />B/1 T <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cTT' precast = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 pill 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 />#5R <br />M IN. <br />(1) REQ'DAT <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />— <br />4 ° <br />° <br />a <br />.M.U. <br />05 REBAR AT TOP <br />_ <br />°° ° <br />MIN. (1)REOD Q 1.1/2"CLEAR <br />A <br />G <br />GROUT <br />D <br />° <br /><1 <br />° <br />m y F "1° 4 C.M.U. <br />5 REBAR AT <br />BOTTOM OF <br />= - r� U.,° <br />r 2- d - <br />o '**-BOTTOM <br />LINTEL CAVITY <br />w X W <br />it t) <br />REINFORCING <br />PROVIDED IN <br />S Z <br />a d J <br />LL O W ,o /� <br />- G <br />4 D #5 REBAR AT BOTTC <br />— <br />7-5/8"ACTUAL <br />8" N INAL IDTH <br />LINTEL <br />t, AS INDICATED <br />5 S N <br />(VARIES) <br />y u5 <br />Q Q <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 />O <br />co <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 fintel 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 />OF OF <br />4'-6" LL 4'-6" LL <br />OD <br />6-10" LL <br />LINTEL PLAN <br />SCALE: 14"=1'-0" <br />C 7 ._- <br />Z M <br />Z <br />Z <br />Q <br />tZ <br />U) Z <br />V) U' <br />w <br />0 w <br />I- <br />U <br />w <br />cNi M <br />fO <br />' ® <br />cg�i <br />� u_ <br />ALI <br />B D • <br />N.t'®, <br />r� 1 <br />L <br />ra Lu li: <br />y f nL! <br />Nl� <br />§U, <br />d <br />Y <br />In o <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 2017 Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z tti <br />o <br />Aj <br />M O <br />M <br />MLn <br />a cn •,_ d- <br />< C L <br />r n <br />rY V a o <br />a <br />E" <br />Z <br />WJ <br />0 <br />f� <br />!�jz <br />W <br />; J <br />L <br />V <br />W� <br />R <br />T <br />1 <br />D <br />M <br />z <br />vl 3 <br />o <br />aL <br />�W <br />W <br />R QQ <br />o ` <br />:fix <br />? <br />Q <br />Z <br />A� <br />Lu Cc <br />0 <br />SSS <br />LU <br />Ln <br />.1-4 <br />Z <br />Zg <br />�Zp <br />0 <br />N <br />00 <br />Z <br />5 <br />U <br />= <br />rn <br />.-4 <br />a <br />in <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET NO. <br />8.0 <br />