Laserfiche WebLink
co <br />rn <br />00 <br />O <br />J <br />N <br />F <br />02 <br />00 <br />i— <br />E <br />0 <br />x <br />00 <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. 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, 7132" 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.03-0605.05 and 03-0605.04. <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 />Safe vertical load Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />i'. <br />8F44 16/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />Of <br /><V <br />LU <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />ims <br />FM0 <br />Im <br />I i Il71V/111vIV <br />F = FILLED WITH <br />#SREBAR <br />IN. <br />ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT S UNFILLED <br />R =RECESESSED <br />CLEAR <br />STEEL LINTEL <br />° <br />n112- <br />QTY. OF #5 <br />O <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />2 <br />a <br />M.U. <br />#5 REBAR AT TOP <br />° <br />_ <br />° ° ° <br />MIN. (1) REO'D <br />Q <br />1-1/2" CLEAR <br />8 F 16— B/ 1 T <br />a <br />~" <br />° <br />M <br />Z <br />D <br />tNOMINAL. <br />° <br />GROUT <br />x <br />� 4 <br />QUANTITY OF <br />5 REBAR AT <br />= Z W <br />C.M.U. <br />— <br />Q <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />(n <br />a 0)— Lu <br />W <br />TOP <br />NOMINAL. <br />° <br />LINTEL CAVITY <br />W 0 0 Q <br />L) � <br />\ \� <br />HEIGHT <br />OTTOM <br />REINFORCING <br />o ir 0 <br />o < C7 Co Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z — w Ln <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />6 .. O <br />-di <br />�, 0° <br />—#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />u~i �3 M, a <br />MATERIALS <br />c precas intels = 3500 psi. <br />2. f'c 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. Rebar 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 the Steel Box lintels prior to <br />applying the cemenfitiuos coating. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />(D ur) <br />LOB <br />Z M <br />0 <br />v o <br />ZCO <br />Z <br />Q <br />JI <br />a <br />I� Z <br />Ln c <br />ICGZ <br />w <br />Mo <br />U — <br />O w <br />� � <br />Tfu <br />ITo <br />`— <br />� <br />o0 <br />cr7 0 <br />L_1 J <br />�E <br />M M <br />marMi <br />= a, <br />O o 0 <br />co <br />V NN <br />O <br />Q <br />7 <br />CO CL O <br />0 <br />CM <br />v <br />rn ¢ d <br />B D® <br />N C B D C <br />N `D <br />N <br />O (h Q1 <br />O <br />Z W MN-Zco Ei Z <br />U) <br />cWkuV y c o z a <br />Z cMvd O C4 <br />mo 2 q 44 O <br />Z sue_ <br />AV f0 O ` a,1 <br />a Qn <br />m W N ¢ M <br />e <br />SFZ4!gV9M%f Prl ❑ ❑ <br />.k <br />CJ <br />•' <br />-i G' <br />,,"., <br />J Ci' <br />of <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 2017 Florida Building Code - <br />Residential 6th 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />00 <br />�s <br />Wo <br />Z <br />f� <br />w C CZ X <br />Uz8O <br />ZLLu <br />Z <br />0 w <br />J <br />d W � Co <br />8 <br />/1 <br />LU <br />u <br />Eo <br />LU <br />Zz <br />L <br />^ <br />L.{I <br />— <br />g <br />D <br />�- <br />�3 <br />z <br />Z <br />Ov <br />-0 <br />Gt <br />=ON <br />T"4 <br />I01— <br />o�LL <br />0 <br />he o�4 <br />L)OW� <br />Pa0 <br />J <br />w Z <br />Q <br />o�Z0 <br />Z <br />Z <br />LLo�o <br />o'g� <br />LV <br />L0 <br />LLl <br />O a zU <br />J <br />�—{ <br />LLJ <br />cn i. Y <br />N <br />Q <br />Z <br />Cui Z <br />k <br />Z <br />a Z 00 <br />m <br />O <br />z <br />`n <br />LU <br />_ <br />�V) <br />Z <br />rn <br />T-4 <br />a <br />to <br />s <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION N0. 4mO <br />SHEET NO. <br />8,0 <br />