Laserfiche WebLink
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 L/180. <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 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 . O <br />Safe vertical oa Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />;; , • , : FORM do GROUT SOLID <br />8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T Q <br />O O O O <br />O O O O ' • • • O #5 BAR COW. <br />8RF14-1B/1T 8RF14-OB11T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T <br />® "V" LINTEL DETAIL <br />pp.O <br />..v SCALE = N.T.S. 4'-6" LL <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />INI <br />IS <br />In <br />8'-8" LL <br />LL <br />jYrt UtJIUNHI IVN <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT lU=UNFILLED <br />CLEAR <br />STEEL LINTEL <br />S <br />r� <br />4 <br />R = RECESSED <br />QTY. OF #5 <br />Ft <br />REBAR @ BOTTOM <br />° <br />i= <br />OF LINTEL CAVITY <br />4 ' <br />M.U. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />i== <br />8 16- B/1 T <br />< <br />` <br />4'-6" LL <br />ff <br />'� <br />t <br />• <br />Z <br />° <br />4 ° <br />GROUT <br />i = <br />�2i <br />t <br />J O <br />C.M.U. <br />• } <br />O <br />QUANTITY OF <br />NOMINA <br />5 REBAR AT <br />in K <br />N Z h, <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />_ <br />uj O, <br />3'-8" LL <br />TOP <br />LINTEL CAVITY <br />n�l O in <br />r•. <br />NOMINAL-° <br />OTTOM <br />o r; $ <br />HEIGHT <br />REINFORCING <br />¢ O cre.^ <br />7.5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />w w <br />5 REBAR AT BOTTOM <br />8"NOMINALWIDTH <br />(VARIES) <br />m ui AS INDICATED <br />g <br />MATERIALS <br />cT T' pre�9n1htets = 3500 psi. <br />2. fc prestressed linters - 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. 270low 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 />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 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 />,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 />i <br />O <br />9'-0" LL <br />(E) MIN. <br />17'-4" LL <br />LINTEL PLAN -A <br />SCALE: Y4"=1'-0" <br />M <br />N <br />CO <br />. N <br />GC c <br />0 <br />m =o <br />Z o "' <br />aL+ O <br />C rC C.0 N <br />C LL tJ. <br />N N .cc <br />N y C i0 <br />.Q CV � <br />� d <br />d ✓ <br />N C <br />W c <br />a> <br />AC • 3 co <br />ro Vo <br />� c o <br />7 f 0 •� > <br />� <br />N ♦Z <br />>_ <br />_o <br />a� <br />CD <br />w <br />� s <br />y �• <br />FLD <br />Or <br />To <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residents[ 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Ul <br />E <br />F o cr) 8 <br />'�. <br />iM LL <br />= _j LL w <br />a <br />� LLLu <br />Z0a l0 C 4 <br />0 <br />L F 0 <br />CP � w <br />ILyWj <br />= in NZ d <br />ZN OU h <br />W <br />z5� <br />Z 8S <br />Q <br />U) a v' <br />Z-8 <br />(13 w <br />.O <br />LJI <br />U <br />Qc <br />Q N <br />r_ <br />M <br />`J� <br />Q <br />r7f <br />E v <br />ZCL <br />�: <br />$ <br />.� v <br />W <br />3 <br />�& <br />�gg <br />.2O <br />�Ln <br />O <br />9 <br />00 <br />(0 <br />O <br />O <br />Cr co <br />a. <br />LO <br />~ <br />0 -2 <br />0 <br />o <br />N O <br />L) <br />T <br />QLO <br />T <br />00 <br />Z <br />E O d <br />a <br />U 0 <br />--1 <br />JOB <br />NO: 22-12357 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />