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i GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />I 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 />i vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 174" 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 />i <br />i 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 verttcal (gravity and uplift) and horizontal (lateral) <br />i loads shoud be checked for combine loading with the following equation: <br />i <br />Applied vertical load Applied horizontal load . 0 <br />i Safe vertical load + Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />�w <br />w <br />81-16- B/1T <br />¢ <br />z <br />0 <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />mom <br />#5 BAR .(1)RE TTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />d <br />d <br />a ° .M.U. #5 REBAR AT TOP <br />d ° d MIN. (1) REQ'D °' 1-1/2" CLEAR <br />° p <br />° dd d <br />° <br />GROUT <br />�o <br />d <br />5 REBAR AT <br />uJ ¢ ¢ <br />= w <br />° O <br />BOTTOM OF <br />a N r <br />Or <br />LINTEL CAVITY <br />y <br />wo U <br />OTTOM <br />E w .>< Z <br />7-5/8"ACTUAL <br />REINFORCING <br />PROVIDED IN <br />< ¢ (7 m <br />CZ, o w 0 <br />JOMINAL WIDTH <br />LINTEL <br />¢ _' W 3 N <br />IR <br />(VARIES) <br />in B ¢ 00 <br />. `:' <br />MATERIALS <br />cc pr�ntels = 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 A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />D <br />° Q C.M.U. <br />' a - <br />D D 5 REBAR AT BOTTON <br />° Q AS INDICATED <br />° Q ° 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 />U UB <br />6-10" LL 6-6" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O MIN. <br />17'-4" LL <br />O <br />6-10" LL <br />LINTEL PLANT <br />SCALE: %4"=1'-0" I <br />CD N <br />z M <br />0 <br />O <br />-- o <br />CD <br />r1 <br />U) <br />O <br />Ln CD <br />n <br />W <br />C <br />4--J Lu <br />r� <br />VOLLJ <br />CW <br />Ln <br />� <br />E <br />0 <br />r ^ <br />N <br />�p <br />V 1 <br />O <br />�� vv U <br />W <br />N M <br />— E <br />�- U <br />m-orM) <br />O o0 <br />= d) <br />UCU <br />m <br />L_ LL 00 <br />Y <br />Q <br />C <br />u7 O � <br />OI <br />m Q O <br />A <br />N C B n C <br />e�' <br />44; <br />tip <br />IIAJ <br />C�`� <br />LL�' cqt0 <br />.� A ?� Al <br />2 <br />,Z <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 5th 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 />O <br />O <br />Z N <br />O a) r- <br />h--1 4-J C:) <br />CD <br />Mrn O <br />a U') (V_ Liz <br />d <br />V) n <br />Q U_ <br />oC U ra 00 <br />fo <br />Z <br />J C) <br />W Lu C:) <br />oZ <br />ff O <br />� o <br />W <br />Za <br />Z� <br />¢Q <br />�ao� <br />U <br />? U U <br />Z U ¢ <br />p W Z <br />"� (Y o J <br />2 O <br />O K <br />w <br />Co z0 <br />00N <br />Zz <br />r� <br />J <br />T <br />¢z <br />f <br />Z <br />Z <br />-0 <br />7 , <br />5 <br />va3 <br />�— <br />o <br />T—I <br />o <br />0 <br />0 <br />cn <br />o.. <br />J <br />W <br />< <br />9 <br />OW <br />o <br />0��� <br />0 <br />wo�oO� <br />cg� <br />J <br />Z LLQLLJJ Q <br />u, 2'�J <br />Z ¢ <br />�/ <br />ILL <br />Q <br />V <br />gi O <br />Z <br />W <br />Nao <br />LIi <br />w <br />Q <br />Q <br />Z <br />�Qpe� <br />r o <br />0 W Q <br />se <br />¢ <br />~ <LU Z <br />M <br />M <br />Z <br />L <br />aZ <br />z <br />m <br />= <br />a o <br />.—i <br />0- <br />U0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />