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 .0 <br />afe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 013/1 T 81`32 1 B/1T <br />I <br />FORM do GROUT SOLID <br />0 +• Lu <br />J <br />� � V <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />=E <br />01 <br />=EMS <br />W=11 <br />121 <br />TYPt L)t51UNA I IUN <br />#5 REBAR <br />MIN. <br />AT TOP <br />(i) REO'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT /U=UNFILLED <br />LEAK <br />'" <br />STEEL LINTEL <br />a <br />R = RECESSED <br />QTY. OF #5 <br />A a <br />REBAR @ BOTTOM <br />A <br />OF LINTEL CAVITY <br />2 <br />G ° <br />M.U. <br />#5 REBAR AT TOP <br />Q <br />w <br />e` a <br />MIN. (1) REO'D ° 4 1-1/2" CLEAR <br />° <br />8F16- B/1 T <br />U <br />a <br />Q <br />= <br />° <br />e <br />a A e <br />z <br />GROUT <br />D <br />i0 <br />n J Q Q L <br />QUANTITY OF <br />NOMINA <br />A <br />5 REBAR AT <br />� 0 9' 4 C.M.u. <br />= (nv) r j <br />#5 REBAR AT <br />WIDTH <br />BOTTOM OF <br />a z _ <br />TOP <br />LINTEL CAVITY <br />W <br />o <br />NOMINAL-° <br />OTTOM <br />(t d o � <br />Q a'j Z <br />HEIGHT <br />REINFORCING <br />PROVIDED IN <br />Z r'-- o w aD D <br />7-5/8"ACTUAL <br />LINTEL <br />¢ _' CS 3 i� 5 REBAR AT BOTTC <br />¢ 2 �° �, �t' AS INDICATED <br />8" NOMINAL WIDTH <br />(VARIES) <br />Cnn i?s t6 <br />MATERIALS <br />c-i-f precast lintels = 3500 psi. <br />2. Pc 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 />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 fhe Steel Box lintels prior to <br />applying the cementitiuos coaling. 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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />ow <br />�• LID. <br />`; <br />��� <br />°• F L. G <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 <br />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 />Engineer's signature and seal. <br />(A <br />W <br />H <br />Q <br />� <br />of tp P' <br />O N <br />C3tNp <br />Q <br />'* <br />4) <br />•g ao N se LL W <br />�rC'4ivLu <br />2Sz LL13d Y <br />Q <br />J uJ. LL 5 a LLJ <br />Z <br />`°�°' O <br />�0 <br />�@�(° Q'OJJ <br />ILaT' <br />00 <br />Cl)U) <br />to NZ d' 0)O <br />= <br />N <br />O U U rVit <br />W <br />❑ ❑ ❑ <br />c9 cl <br />Z N � <br />Z � <br />Z <br />o <br />a v <br />J <br />too <br />- N <br />Z v <br />U <br />w m <br />N <br />w <br />N <br />c <br />X <br />W <br />w = <br />zr <br />._rg <br />0 <br />• <br />c � <br />Of <br />ch <br />o <br />_ <br />s <br />0 <br />�o <br />a <br />O <br />Coa <br />Cof9 <br />I-cerE 6 <br />52 <br />wp U <br />zo ® <br />Z�zo <br />D <br />ado <br />d4 <br />�ZU <br />¢N <br />L <br />ro � <br />10 <br />U <br />W0 <br />g Z <br />Z <br />(A N <br />'� <br />" m <br />^ <br />'a w <br />z i <br />a <br />U <br />z <br />go <br />W <br />fl- � <br />U > <br />� <br />� <br />o <br />a <br />mw <br />�= <br />0 <br />o <br />�z <br />a� <br />zla <br />�o <br />3 <br />2O <br />2 <br />�LO <br />J <br />CO <br />0 <br />i <br />� <br />c <br />I� <br />> <br />J <br />T <br />O <br />U <br />C m <br />U <br />~ <br />� <br />Z <br />r <br />co r <br />= N <br />r <br />T <br />Q <br />� <br />T <br />T <br />LO <br />ci <br />E <br />CV <br />CV) <br />z <br />E Q <br />E <br />�; <br />`a <br />42) <br />ra <br />a <br />.. <br />0 � <br />Q p <br />3 <br />JOB <br />NO: <br />21-5016 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />