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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.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 . O <br />a e vertical lot Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALM, LOTTS <br />8F44 1 B/1 T 8F401 B/1 T 8RF40 OB/1 T 8F321 B/l T <br />FORM dr GROUT SOUD <br />9 J <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />C <br />C <br />- <br />■ <br />i <br />■ <br />i <br />■ <br />■ <br />C <br />C� <br />■■ <br />■ <br />p C <br />C C <br />-E <br />- <br />■ <br />■ <br />iliMiar <br />-_ <br />- 1� <br />CCG <br />- <br />-_ <br />C <br />C <br />C <br />�■ <br />: <br />ar <br />C C <br />C <br />C <br />C <br />C <br />■ <br />■■ <br />■ <br />■ <br />■- <br />■ <br />r3 <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />TYPE DESIGNATION <br />#SREBAR <br />MIN. (1) <br />ATTOP <br />REM <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT /U=UNFILLED <br />'� <br />STEEL LINTEL <br />a <br />R = RECESSED <br />QTY. OF #5 <br />° <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />n <br />4 • <br />M.U. <br />#5 REBAR AT TOP <br />•• ° <br />MIN.(1)REO'D d 1.1/YCLEAR <br />8 F 16— B/ 1 T <br />•• <br />cif <br />a • <br />GROUT <br />D <br />tNOMINX, <br />io <br />a <br />r` =j C.M.U. <br />w ¢ � 4 <br />QUANTITY OF <br />#5 REBAR AT <br />• <br />• <br />REBAR AT <br />BOTTOM OF <br />x N N w <br />w i F- <br />II <br />TOP <br />O <br />o <br />LINTEL <br />/t 0 <br />U X Ju `'� <br />NOMI <br />-BOTTOM <br />• <br />o v Z <br />HEIGHTACT <br />REINFORCING <br />IN <br />°� u. �'r ^ _ <br />w 6 > REBAR m <br />NOMINAL W DTH <br />LINTEL <br />a , AS TAT <br />� <br />(VARIES) <br />vi n n <br />MATERIALS <br />`-16 GAUGE POWERS <br />STEEL BOXED LMTEL <br />- 3500 psi <br />2. fc prestressed fnteis = 6000 psi. <br />3. grouasd per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maidnun 3/8' aggrepele and 8" to 11" slump. <br />5. Corcrw nmsorry units (CMU) per ASTM C90 vd <br />ONLY IF NOTED ON LINTEL PLAN <br />mirirain net area compressive strength = 19W psi. <br />1. Refer to nwKdeckaWs speaRcalions for Installation. <br />6. Reber per ASTM A615 Grade 60. <br />2. Contractor to provide proper proNcron of lintel to prevent noting. <br />Prestressing strand per ASTM A416 grade <br />Refer to manufackmWs ap-111' N' 1 <br />7. 270low fekmatkrm <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />7/32 wire per ASTM A510. <br />4. Lintel depth to malcin precast depdt. One #5 Bar required at top <br />8. Mortar per ASTM C270 type M or S. <br />see lintel plarddetais for bWlan a" required. <br />5- A bonding agent and be applied to the Steel Box lintels prior to <br />applying the cemsniNkm coefrp' See contractor specifications <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAK E CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN POICATED ON THE PLAN, DOING THIS WCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LNTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4"=1'-0" <br />z <br />A <br />G <br />'• �� 4 <br />' <br />�c1 <br />S J <br />i <br />Fuss, <br />� lf'�fE►ftifll.tll�t�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contak»d within Owes <br />drawings comply with the 2017 Florida Building Code - <br />Realdental 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />h <br />W <br />Al <br />o g <br />c O c N LL <br />0 <br />rV LL <br />a 00 <br />,T LL*waaw <br />ffi <br />y <br />7 u_ N 2 <br />y vj. S W yCe <br />j C LL 25 a(L Y <br />v' <br />a n� 2 0 <br />m8_ m m 0 <br />W <br />W <br />W 00r.-� <br />� ET <o <br />�w <br />r ppp Si <br />N Q M ZZ J <br />W <br />2 <br />v ❑❑❑❑ <br />C9 <br />z � <br />z <br />Q <br />d N <br />N <br />f7 <br />z <br />� <br />.C9 <br />4-J <br />(Q <br />w <br />O <br />t/1 <br />n.0 f <br />� <br />g <br />~ S <br />�Q <br />Q d, <br />M <br />c') <br />J <br />4 <br />E <br />F- Q <br />w'z <br />Z-=J <br />3 `$� <br />Z <br />0) <br />J <br />�jjZ <br />cWa <br />8 _ <br />>z <br />ioz <br />8 <br />W <br />3 <br />&� <br />La <br />J <br />�N <br />L <br />/0 <br />Q <br />O <br />d" <br />Z N <br />r <br />� <br />T <br />O <br />o <br />T <br />E <br />� <br />N <br />,+� N <br />Z <br />z <br />c <br />� <br />E Q <br />E <br />�; r <br />m <br />c <br />a <br />U _J <br />¢ p <br />JOB <br />NO: <br />20-0560 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />