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 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 />a e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />•�• C � -_ C � EG <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1T <br />FORM 3 GROUT SOLID <br />0 _�Z <br />it •' <br />CC <br />0 /5 BAR CONE. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />=��01 <br />01 <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />U <br />8F16- <br />B/1T <br />tNOMINAL, <br />tQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />. re precast lint = 3500 psi. <br />2. fc prestressed lintels - 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />#SREBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />AR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />• <br />a • <br />° • <br />.M.U. <br />#5 REBAR AT TOP <br />A • <br />GROUT <br />MIN. (1) REO'D ° d 1.1/2" CLEAR <br />D <br />° <br />• <br />n <br />C.M.U. <br />• <br />5 REBAR AT <br />BOTTOM OF <br />m w <br />2- <br />r�i <br />o <br />LINTEL CAVITY <br />o x ' <br />-BOTTOM <br />rU <br />r 'j <br />REINFORCING <br />DED IN <br />PNDE <br />a o s <br />. Q LtJ yt D Q D <br />3 td 5 REBAR AT BOTTC <br />' NOMINAL WIDTH <br />�' R �° �, �° AS INDICATED <br />(VARIES) <br />rrn <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/detalis for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cemenlibuos 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 />OF OF <br />4'-6" LL 4'-6" LL <br />OE <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />C=� <br />_J <br />ci] <br />O L' <br />;_ D <br />,,, ,>,vtti)tlaef{��trr <br />kow <br />NL o <br />< `` <br />a <br />,'• <br />''I..s <br />F L <br />)�C� <br />�i <br />frffrtt(It�st0\ <br />. <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 />Residentlal 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 />o EQV 00 <br />0 <br />04 C LL <br />T I -%.LLto <br />(A <br />30 rn n - w o. <br />cN7 a LL N be <br />�'L u-0 d <br />, fs� <br />Z <br />tW <br />s <br />W <br />� C' o <br />O a <br />ZN <br />Z N-a <br />OLLZ N 4Zj w <br />0 <br />ao❑ <br />Z <br />z <br />Z f; <br />J <br />d <br />V) <br />N�N <br />l+l <br />D <br />.j <br />N <br />w � <br />Ow <br />LQ <br />�N <br />U <br />C <br />• <br />a � <br />_ <br />S <br />Cn <br />M <br />J <br />E <br />3 <br />go <br />? <br />Q <br />N O <br />- <br />!1'0 <br />!o <br />O <br />Cl <br />wa <br />Z <br />oO E <br />N � <br />ao <br />�g <br />�O <br />ttZ <br />� <br />§�Z <br />U <br />vsi0 <br />�p <br />)2 <br />Z`ynC <br />y� <br />J� <br />�Z <br />W <br />o <br />oZ <br />o <br />o � <br />O <br />= <br />�LO <br />M <br />3 <br />,> <br />c <br />N <br />f° <br />J <br />N <br />n� <br />Q <br />Y <br />0 <br />C m <br />U <br />CO <br />T <br />v <br />a� <br />it N <br />r <br />2 C <br />� <br />T <br />N <br />N <br />LO <br />E <br />M <br />c N <br />M <br />z <br />Z <br />a <br />E <br />E <br />f0 <br />U _j <br />Q p <br />JOB <br />NO: <br />20-8087 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />a(. <br />