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N <br />.0 <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 />$, 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 composfte 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 verical (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 <1 .0 <br />a e Vertca oa Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />(9 © ® 8 <br />FORM & GROUT SOLID <br />Q � <br />O ,• � W <br />J <br />j5 BAR CONT. <br />8F12-1 B/1T <br />0 <br />V LINTEL DETAIL <br />SCALE " N.T.S. <br />01 <br />E <br />11 <br />M <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />ci-P p precast untels = 3500 psi. <br />2. fc prestressed lintels - 6000 pal. <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 />#S 1)REBAR ALTERNATE POWERS <br />MIN..(1) REQ'D <br />LEAR <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO'D o d 1-1/2" CLEAR <br />—GROUT <br />D D <br />45 REBAR AT <br />a - <br />1 <br />BOTTOM OF <br />LINTEL CAVITY <br />N <br />Vj - <br />ur O rA <br />BOTTOM <br />o Lj ox <br />• v <br />REINFORCING <br />a CJ M <br />\ <br />PROVIDED IN <br />LINTEL <br />. t]Fd <br />D /� <br />1 D <br />REBAR AT B( <br />(VARIES) <br />rn ('g <br />p <br />QQ �o <br />AS 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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) LISP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 manufacturers specifications for Installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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/detalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box Nmels prior to <br />applying the oemendtiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oib SEE PLAN <br />TNVALL <br />8" KNOCKOUT COURSE <br />1-_. W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />00 <br />0 8 SCALE: 1" = 1'-0" <br />i <br />0 <br />O <br />5'-8" LL <br />ti <br />�L <br />Y,y <br />tiff <br />5'-8" LL <br />OE <br />5'-10" LL <br />OA <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />0 V <br />Z M <br />Z <br />a <br />a <br />Z <br />C7 <br />Cl <br />1 <br />cn <br />4--J W <br />�o <br />"V — <br />OW <br />U <br />W � <br />F— <br />m N <br />M <br />N <br />U <br />e De <br />" <br />F <br />I <br />.0111 <br />N .D <br />U) Z 1M11i z <br />Ck Lu <br />Z <br />OC <br />o M 5 <br />Z g Ern <br />Z LLtY <br />RIB a <br />o <br />❑ <br />N <br />J . <br />0 <br />V`t�, <br />U C�°O <br />era., <br />/''//ll i (11 itilttlt�r�� <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 />Resldentiel 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 />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />g�g <br />go <br />W <br />�INER <br />i <br />D <br />O <br />I— <br />_ <br />`/ <br />Ln <br />LL <br />. <br />5 <br />A <br />o, <br />F— <br />Z <br />M <br />Q <br />5 <br />Z <br />LU <br />_j <br />t-•I <br />LJ.I <br />W <br />E <br />~ <br />I— <br />N <br />Z <br />Z8 <br />0° <br />�T__4 <br />N <br />oo <br />Z <br />:5= <br />I a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />8.0 <br />