Laserfiche WebLink
J <br />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 />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 �� . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />� <br />' J <br />O " 15 BAR CONT. <br />8F12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />SCALE - N.T.S. <br />no <br />N <br />MENNEN! <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 />J <br />lJ <br />8 F 16- B/ 1 T <br />N <br />J <br />� <br />o <br />tNOMINAL. <br />r <br />to <br />L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />cf it precast Ii tels = 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 />#5 REBAR REQ'D R TALTERNATE POWERS <br />MIN. (1) <br />G 4 1/2" <br />CLEAR STEEL LINTEL <br />O <br />4 <br />v .M.U. #5 REBAR AT TOP <br />e ° 4 MIN. (1) REQ'D- 1-1/2" CLEAR <br />a <br />4 <br />4 <br />G GROUT <br />� <br />' <br />t` J ❑ <br />Comt¢ <br />- <br />C.M.I <br />e <br />5 REBAR AT <br />-� <br />- <br />�l <br />BOTTOM OF <br />zo <br />t w <br />LINTELCAVITY <br />uJ U �O <br />�� <br />-BOTTOM <br />❑ a ti O z <br />/' <br />REINFORCING <br />X 4 c7 _, <br />ho <br />7-5/8"ACTUAL PROVIDED IN <br />Z LL 0- u in <br />40MINAL WIDTH LINTEL <br />F Cw3 0O <br />„1 <br />#5 REBAR AT E <br />(VARIES) <br />U) m a <br />AS INDICATED <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 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 />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 as ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />5-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-0" LL <br />( MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />t� <br />C3 <br />® <br />e c� <br />cc <br />® Cc <br />ca � <br />iuCr v <br />� c o <br />an �- <br />cE <br />Cc <br />�v <br />C'7 <br />CV <br />O <br />CV <br />0 <br />0 <br />rJ <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />V) <br />W <br />a o N� <br />CB <br />NCo <br />� a) CD <br />C ��oo N <br />LLr <br />M n�ti� <br />M V <br />-, w <br />a <br />Qj <br />mLLii <br />- <br />a c7 <br />J <br />Z <br />13- <br />uYi Z <br />00 <br />mc� <br />o <br />O H ❑ <br />�' 7 :t- NCO <br />m L Q <br />;Q <br />W � <br />m <br />o <br />CO Z <br />IL <br />rrow <br />N <br />a <br />U N H <br />Z oU <br />❑ELJ <br />W <br />o � <br />QQN <br />� <br />d � <br />M <br />M I <br />� <br />U 0 <br />� <br />4.1 C.0 <br />,,, <br />Um <br />O w S <br />Oft <br />N 0-1 <br />y <br />N _ <br />�ZD <br />cn <br />(6 r <br />U c <br />w <br />J <br />'- - E <br />= 3 <br />min <br />I <br />I <br />z� <br />a <br />to <br />w <br />z <br />o <br />Z <br />� <br />LL- <br />E <br />=o <br />w0 <br />Z p <br />z® <br />❑a <br />�o <br />E <br />-Z <br />13, <br />p <br />d J <br />(/) <br />C <br />¢ z <br />3a <br />O U <br />m O <br />os <br />Z, <br />m <br />m <br />Q W <br />zo <br />o� <br />z <br />a 3 <br />Z <br />�w <br />W <br />m <br />= H <br />M <br />wa <br />ao <br />Z - <br />o <br />LO <br />12 <br />Q <br />0 <br />��- <br />IM <br />� <br />� <br />r <br />U�+ <br />rM <br />m � <br />En <br />LO <br />to or)a +� <br />N <br />Tom' <br />CF) <br />LIL N <br />ai <br />C14 Lo <br />L0 <br />r <br />CV) �t <br />r <br />ai <br />M <br />o <br />Z <br />E O N <br />ca <br />E <br />U J Q <br />J <br />JOB <br />NO: 23-03656 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />