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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-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 LA 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.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 / . 0 <br />Safe vertical load Safe horizontal load `— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY <br />8178-1B/1T 8F8-0B/1T 8RF6-OB/1T �. <br />o O O O <br />0 0 0 0 �,.. <br />8RF14-1B/iT 8RF14-OB/iT 8F16-0B/1T 8F16-iB/iT <br />10�- <br />8F20-0B/1T 8F20-1B/1T 8F20-1B-2T <br />8F44 1 B/1T 8F40 1 B/1T 8RF40 OB/1T 8F32 113/1T <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w <br />8F16— <br />B/1T <br />a= <br />r>o � <br />u5 Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. <br />c preces mtels = 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 />MEMO <br />#5 REBARAT <br />IN. <br />TOP <br />(1) REQ'D <br />1/21 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />C ° <br />° o <br />aC.M.U. <br />#5 REBAR AT TOP <br />° ° <br />e <br />GROUT <br />MIN. (1) REO'D <br />J <br />° a 1-1/2" CLEAR <br />_ <br />" <br />D <br />Q 4 <br />a <br />° <br />° G e <br />° <br />5 REBAR AT <br />n 0 <br />y <br />= ,w <br />a <br />BOTTOM OF <br />IM vi z W <br />- <br />4 <br />o <br />LINTEL CAVITY <br />o W o X W <br />\ <br />-BOTTOM <br />o ¢ c.i O <br />" <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />�¢ ¢ c7 00 <br />z- o w— <br />¢ � a 3 ; <br />it a <br />D D <br />5 REBAR AT BOTTC <br />�, <1° AS INDICATED <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <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 manufacturers 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 cementiduos coating. See contractor specifications <br />UF U <br />B <br />5'-10" LL 6'-6" LL <br />O O <br />4'-6" LL 4'-6" LL <br />(�) <br />MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Z o <br />Oz(0 <br />Z <br />Q <br />O <br />:2 <br />z <br />O <br />0 <br />W <br />DU <br />-1-J Lu <br />LLI <br />�_ C) <br />— <br />O <br />vi Lv <br />~ <br />E <br />0 <br />0 0 <br />(� <br />m <br />co <br />W <br />.:s F... E <br />— 00 <br />�m <br />T ;O M <br />00, <br />d _ <br />U <br />- LL. W <br />0 <br />Qo <br />o <br />0. <br />0 <br />m¢ o <br />A <br />1 <br />NCB DC <br />-, <br />cr 0 <br />r <br />a N <br />••� <br />o <br />r, <br />( AZ� <br />"SG <br />S•' <br />�U m 9� C <br />J P <br />0 <br />� <br />¢ °y <br />N <br />C:: <br />08 <br />NI <br />1 <br />0 <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 Sth 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 />0 a� <br />O <br />t>-s M O <br />QU-;_(0L0 <br />°- V '0 <br />L- U- <br />L r\ <br />F I <br />V CL 00 <br />Q � <br />� <br />(0 <br />Z <br />WJ C:) <br />oz <br />�O <br />�a <br />za <br />a� <br />fF <br /><Qn <br />z00 <br />o � <br />~ w Q <br />Z U Z Q <br />p <br />ZZ <br />rrr�---111 O J W <br />W <br />m Z @ <br />O LU <br />V) <br />zz <br />JJ <br />l� <br />¢Z <br />Z <br />Z <br />L <br />Z <br />o <br />0 <br />cn <br />J <br />�� <br />LuJ <br />0 <br />J <br />W <br />Z <br /><her¢ <br />o <br />J <br />... .'. <br />Zama <br />O U <br />N <br />J <br />Z¢oad <br />a <br />�- <br />��L� <br />¢Ow3 <br />�J-Zo <br />Z <br />Z <br />W <br />N <br />L(> <br />oo <br />>�&Z <br />J <br />�{ <br />Z <br />Q <br />0Wo <br />wwN�� <br />N <br />M <br />Q <br />Z <br />Z <br />< W Z <br />aZ <br />0 <br />Q <br />J <br />= <br />z <br />a z <br />ui <br />r1 <br />T--i <br />♦Z <br />U0 <br />g <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />