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3 <br />3 <br />r <br />4, <br />4 <br />4 <br />GENERAL INSTALLATION N TES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled iinteis as required. <br />1 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 L11 80. <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.20-0630.16 and 20-0630.15. <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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />INI <br />RWA <br />KWIM <br />M M <br />8F44 1B/1T8F40 1B/1T 8RF40 0811T 81732 1B/1T <br />(a (B 8 <br />\Z7 "A 8 <br />FORM & GROUT SOLID <br />9 <br />.0 #5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE - N.T.57 <br />N <br />E <br />E <br />5'-4 <br />8'-8" LL <br />4'-6" LL <br />I T I't UtjIUNA I IUN <br />REBAR <br />N IN. <br />AT TOP <br />(1) RECI'D <br />ALTERNATE POWERS <br />IF = FILLED WITH <br />GROUT / U = UNFILLED <br />-1 12 <br />EAR <br />STEEL LINTEL <br />Ij <br />:] <br />R RECESSED <br />QTY. OF #5 <br />A <br />F -REBA @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />.4*--C.M.U. <br />#5 REBAR AT TOP <br />0 <br />4 <br />MIN. (1) RECI'D_ 1-1/2" CLEAR <br />7 <br />M <br />?3F16- B/1T <br />4'-6" LL <br />4 <br />60 <br />2 <br />A <br />4 <br />-GROUT <br />*\-C.M.U. <br />t <br />NOMINAL QUANTITY OF <br />-#5 REBAR AT <br />WIDTH #5 REBAR AT <br />0 <br />0 <br />BOTTOM OF <br />U" <br />3'-8" ILL <br />TOP <br />LINTEL CAVITY <br />'W <br />NOMINAL- <br />0 'W* <br />-BOTTOM <br />Lu X� <br />X 0 Q <br />HEIGHT <br />REINFOR-1- <br />�Z <br />7-5/8"ACTUAL <br />LPROVIDED IN <br />-0 <br />8" NOMINAL WIDTH , <br />LINTEL <br />b�4 --#5 REBAR AT BOTTOM <br />'Z� <br />(VARIES) <br />N cuc, 2 AS INDICATED <br />MATERIALS <br />rTc-p-ffi=casnteIs = 3500 pal. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg - 3000 psl wl <br />4. maximum 3/8"aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />minimum not 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 A51 0. <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 />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 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 plaritcletalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos coating. See contractor specifications <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />M IN. (�) <br />17'-4" LL <br />9'-0" LL <br />LINTEL PLAN - ELEV B <br />SCALE: Y4"=1'-0" <br />cm <br />Cn <br />or_ <br />C= <br />M <br />'n CN <br />'n C= Cc <br />cu <br />E <br />CD <br />Li r <br />0.. v <br />ri <br />tj <br />To the best of the Engineers knowledge, Information and belief, <br />a structure plans and s ics ons conta ne <br />r in ese <br />drawings comply with the 2020 Fiords Building Code - <br />Residential 71h Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />W <br />E <br />Coll C, . <br />8 <br />C' Or) <br />9 c4 <br />r, <br />- <br />Lo <br />0 :9 $ <br />:1 <br />0 (0 IZ V <br />u!' uj <br />C"! 0 <br />u- <br />a. <br />9 U_ <br />- '6- <br />0 <br />10 <br />Z r <br />- -T <br />cc := <br />0 <br />= <br />W 0 <br />Z oo <br />0 Z <br />L <br />ILW <br />uj <br />e.) <br />0 04 6) <br />Z <br />0 V <br />< <br />E3 <br />Nib <br />P <br />4-J u�, <br />Llj <br />0 <br />(A <br />8 <br />agoE <br />cl� <br />< <br />_j <br />LL_ <br />E <br />>. <br />14 <br />0 <br />E <br />o <br />vo <br />Q, <br />Z <br />co <br />t <br />z <br />z <br />C: <br />C: <br />o. <br />o <br />rr <br />Z <br />w <br />2-, <br />12 <br />Z17 <br />wt <br />z <br />T <br />�z <br />�w <br />o <br />'w <br />o� <br />6- �� <br />C:) <br />L0 <br />0 <br />4i <br />0 <br />L0 <br />M Lr) <br />0 <br />N CL <br />LO <br />-6 8 <br />CN <br />CL <br />w A <br />CN <br />CO <br />LO <br />ILL. <br />0 <br />�d <br />U CY) <br />M <br />0 <br />0) <br />co <br />04 <br />100 C) <br />LO <br />00 04 <br />00 <br />00 <br />V) <br />0 <br />Z <br />Z <br />E C) u) <br />C <br />E <br />0 ca <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />