Laserfiche WebLink
C' <br />IJI <br />U') <br />C, <br />CD <br />C14 <br />C=) <br />C'4 <br />C) <br />L0 <br />L0 <br />Cn <br />0 <br />-0 <br />C, <br />C14 <br />9 <br />t") <br />00 <br />Irn <br />C-4 <br />U-) <br />V) <br />111 <br />0 <br />C14 <br />C14 <br />C3 <br />E <br />q) <br />E <br />E2 <br />0 <br />2 <br />55 <br />E <br />.2 <br />LZ <br />N <br />CZD <br />C%4 <br />Cl- <br />CN <br />C'4 <br />C= <br />C14 <br />CZ4 <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. Ali lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L11 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 load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />gll Ill <br />1IN'l <br />Z <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />-6 <br />awom <br />4: (9) 0 81`20-013/1T <br />81`44 1B/1T8F40 1B/1T 8RF400B/1T 81`32 1B/1T <br />(9 e (9 (9 <br />FORM & GROUT SOLID <br />un <br />0 51-ch, BAR CONT. <br />8F12-1B/1T <br />(0 <br />'V LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED WlTH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />F-REBA @ BOTTOM <br />OF LINML CAVITY <br />< <br />u' <br />B/1T <br />< <br />6F16- <br />Lin <br />0 <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL� <br />0 <br />HEIGHT <br />MATERIALS <br />f-TE-pre-cas-trintels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11 " slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <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 /># REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />A <br />0 <br />A <br />-..*-C.M.U. <br />#5 1 AT TOP <br />A <br />-GROUT <br />MIN. (1) REQ'D_ <br />1-1/2" CLEAR <br />Ln X <br />C. M. U. <br />-#5 REBAR AT <br />7 U) Lu <br />0 <br />BOTTOM OF <br />-.1 <br />Cp <br />Lu 0 yj <br />`I*_BOTTOM <br />LINTEL CAVITY <br />Lu U) <br />0 ­- X <br />E Cwr U 6 Z <br />REINFORCING <br />�PROVIDED IN <br />LINTEL <br />cr < co <br />< :5 <br />0, 6� <br />< 0 -*--rA#5 <br />0 <br />REBAR AT BOTTIC <br />7-5/8"ACTUAL <br />NAL WIDTH ' <br />(VARIES) <br />`_ �i uJ L6 <br />co Ir CL - <br />S 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 Intels 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 />F <br />4'-0" LL <br />E <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: )/4"=V-0" <br />> <br />C�4 <br />C= <br />0 co <br />C%4 <br />X <br />LL CL <br />0 <br />LO <br />U) <br />:7) <br />Ll <br />C114 <br />C14 <br />C14 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />C> <br />W <br />q E <br />C) <br />0 (cq <br />Cc, ui� <br />U <br />0 <br />Lo <br />0 <br />00 Cu u- Lu <br />to 0? In <br />0 <br />r- r- ZR Lu <br />(,4 CZ) ILL CL <br />C, - <br />L� a) Cl) <br />ca LL LL CL Lu 3: <br />I <br />Z <br />C) <br />0 <br />0 <br />CN (0 LL -J <br />W <br />W <br />< <br />Z <br />LL <br />00 0 _J <br />LO ce) Z 0� Ln 0 <br />a <br />N . . < < Z) 0 <br />0 C-) 0 _J cn <br />Z <br />W <br />0 -M �2 <br />C, 0 <br />V) <br />;I_ M <br />- <br />(1) <br />CD .2 <br />4-1 <br />- <br />0 <br />::D <br />w <br />U <br />E <br />8 <br />u <br />co <br />< 0 <br />C:, <br />co <br />Cl) <br />CO <br />Z <br />< <br />c6 E <br />< <br />CD- r) <br />E <br />ZO <br />CU <br />< 0. <br />7� <br />'0 <br />0< <br />ZL <br />C:) E <br />5 <br />Cn <br />0 <br />Z <br />r) <br />_J <br />< Z <br />M <br />< <br />< <br />Z <br />< <br />Z <br />W <br />C) <br />< <br />T <br />0 <br />C-0 <br />< <br />LO <br />L0 <br />T <br />< <br />(9 <br />0 <br />CL <br />C4e) <br />Co C14 <br />C) <br />:3 C) <br />04 <br />0 <br />0 <br />0 0 <br />Q0 <br />CO <br />< <br />0 <br />0*) <br />C:) <br />C:) <br />C14 <br />IUD <br />< <br />M <br />4i <br />E <br />co <br />0 <br />W <br />Z <br />E <br />M <br />E <br />0 0 <br />0 _J <br />'a cc <br />0 <br />4) <br />_J <br />JOB <br />NO: <br />22-02383 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />