Laserfiche WebLink
" - - L- 11 __L­ - I I . <br />C70 <br />C14 <br />P <br />ts <br />Lo <br />C*4 <br />1_3 <br />Lr) <br />LO <br />_W <br />X <br />EL <br />E <br />C <br />LZ <br />PO <br />9 <br />GENERAL INSTALLATION IN TIES <br />I . Provide full mortar head and bed joints. <br />2. Shore fliled 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 U1 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 I Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />PPROVED UNTEL MMUFACTURERS: CASTE-CRETE, QUALITY, LCITTS <br />8FII 8F8-0B/1T <br />(& 9 <br />JI <br />8RF6-0B/1T <br />0 0 0 0 <br />8RF /1T8RF14-0B/1T <br />�W <br />9'. .1z'. '.I <br />:r <br />'1 <br />4" ..P <br />. <br />FORM & GROLff SOLID <br />A <br />X, <br />9 <br />W <br />0 0 <br />0 0 <br />0 <br />BAR COW. <br />8F16-0B/1T <br />8F16-1B/1T <br />8F12-1B/1T <br />0 0 <br />8F20-I <br />'Y LINTEL DETAIL <br />SCALE N7 -S <br />P <br />MEN <br />1111 <br />a <br />00 <br />MEL= <br />M <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 />TYPE DESIGNATION <br />F = FILLED WITH <br />REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />-1/2" <br />4 <br />R = RECESSED <br />_ILEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />A <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />#5 REBAR AT TOP <br />W <br />A4 <br />MIN. (1) REQ'D_ 1-1/2"CLEAR <br />8F16- EB/1T <br />M <br />A <br />4 <br />-GROUT <br />tNOMINAL <br />_J <br />QUANTITY OF <br />-#5 REBAR AT <br />C.M.U. <br />"n Lu <br />WIDTH #5 REBAR AT <br />4 <br />BOTTOM OF <br />1, 2 <br />CL - P.] <br />TOP <br />LINTEL CAVITY <br />8 6 (7 9 <br />NOMINALJ <br />0 <br />-BOTTOM <br />'0 <br />0 L.0 o 0, <br />ir <br />HEIGHT <br />REINFORCING <br />4,j <br />7-5/8"ACTUAL <br />&PROVIDED IN <br />191 <br />8"NOMINAL WIDTH <br />LINTEL <br />-5 REBAR AT BOTTOM <br />(VARIES) <br />MW AS INDICATED <br />�-16 GAUGE POWERS <br />MATERIALS <br />1. rc precasit lintels 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTIM C476 III 111: 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to I I" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum not area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturers specifications for installation. <br />Prestressing strand par ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7132 wire per ASTM A51 0. <br />3. If lintel Is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cemantitluos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />CONT. PRECAST"U" LINTEL INSTALL MIN. 25" LAP <br />FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL <br />(SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL <br />SIZE REINFORCEMENT) AT EACH SIDE OF OPENING <br />UPLIFT GROUT TO BE <br />CONNECTOR FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM <br />TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL <br />(SEE PLAN) <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />V.4 <br />HOOK LINTEL <br />REINFORCING in <br />b <br />INTO SIDE <br />VERTICALS .:p Z 0. <br />4: PROVIDE 3"1 HOLE <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF <br />THROUGH AS REQ'D.1 <br />PROVIDE STD. <br />'AD <br />90'HOOKW/MIN.. REBAR BOTH SIDES REBAR BOTH SIDES <br />E <br />25" LAP SPLICE OF OPENING U.N.O. OF OPENING U.N.6. <br />ON EA. END-,,,, 12" OR LESS <br />4.:. <br />_T <br />INDICATES <br />PROVIDE FILLED CELL <br />KNOCK -OUT FROM FTG. TO <br />BLOCK FOR FIRST BEAM w/ (1) #5 <br />COMPLETE CMU BAR <br />COURSE BELOW <br />SILL & FILL SOLID,, <br />W1 (1) #5 BAR <br />8" x 8" x 16" <br />CMU U.N.O. <br />. :Jr <br />SEE FOUNDATION PLAN FOR --- <br />FOOTING REQUIREMENTS <br />TYP. DOWEL <br />25" MIN LAP <br />(AC1530) <br />_ZE FOUNDATION PLAN <br />FOR LOCATION <br />SHEAR FRAME 0 SINGLE OR MULTIPLE WINDOWS <br />SCALF: 318* = V-0 <br />REVISION 10-19-16 <br />rF\ <br />4'-6" LL <br />OE <br />4'-2" LL <br />UE <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />CD <br />C114 <br />_W <br />LAJ <br />00 <br />C_.' CO24 <br />LA_ <br />C3L <br />E <br />C3 <br />ou "'I <br />tj <br />-in <br />E- <br />x0o% f1144 1104 <br />5F'0VV/V <br />,:LIZ <br />1� <br /><V, S� <br />." <br />cc <br />It-) 0. <br />41 <br />FL <br />Tor <br />4#1 ESSIG <br />To the best of the Erigineses knowledge, Infoanation and belief, <br />the structural plans and specifications contained within these <br />drawings coniply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />11- <br />8 Ag <br />0 <br />C-4 N <br />- <br />'4. -- <br />NO -J <br />C') -q "t <br />LL <br />0 <br />0 <br />_J Uj <br />a- <br />Z <br />7S Zn a- x <br />22 o <br />W <br />r- 2 1 <br />T LU <br />L <br />I LL <br />M <br />CID <br />L0 Z; Z <br />ce) <br />0 <br />C14 <br />6 <br />Z <br />W <br />E3 <br />Z <br />o -E <br />IL <br />M <br />U <br />0 <br />LU <br />ILA <br />un <br />.9 <br />mop <br />E <br />0 <br />< <br />Z <br />cl*� <br />_J <br />ZC <br />E <br />io <br />E <br />C1 <br />0 <br />E <br />.5 t <br />0 <br />0 <br />CO <br />C <br />"o <br />Z <br />W <br />WJ <br />0 <br />0,4 <br />Z <br />.0 <br />E <br />LID <br />LID <br />< <br />CY) <br />cr <br />C) <br />Go <br />LI <br />U) <br />< <br />0 <br />c) <br />C'4 <br />Cn <br />LO <br />E <br />0 <br />Z <br />M <br />Z <br />E CN <br />E <br />0 <br />JOB <br />NO: <br />23-00518 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />