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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shorefilledflintelmustcomntels as . LINTEL PLAN NOTES: N <br />3, Installation of lintel must comply with the architectural and/or structural drawings. 0 <br />4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodateventiN <br />g. <br />5. Allli ellssmeeto° xceedcing U360verrticaldeflection, except lintels l7'-4"and 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />longer with a nominal height of8"meet orexceed u180. INFORMATION ONLY. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. o :�- <br />7. 7/32"diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 2, UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE o W <br />8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete <br />masonry units. TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 e ro r, <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16and 20-0630.15. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have N Cc o a <br />a coating of stucco applied In accordance with ASTM C-926 or other approved BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE y o <br />coating. N <br />12. Lintels loaded simultaneously with verItcal (gravity and uplift) and horizontal (lateral) COORDINATED WITH THE ELEVATION DRAWINGS <br />loads shoud be checked for combine loading with the following equation: <br />THE CONTRACTOR IS RESPONSIBLE FOR <br />Applied vertical load Applied horizontal load 4. cY � •3 � <br />Safe vertical load + Safe horizontal load <1 •0 COORDINATING THE PROPER LINTEL HEIGHT. d y <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM d a <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE E <br />GENERAL CONCRETE LINTEL SCHEDULE DEPTH MAY BE INCREASED IF REQUIRED FOR a <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />APPROVED LINTEL MANUFACTURERS: CASTE -CREPE, QUALITY, LOTTS <br />:'� ji;; ; Ji:; . : �'. ; : �'. ; : . FORM k GROUT SOLIDiLAL <br />POWER STEEL LINTEL IS AN ADEQUATE ��``\ Ovu <br />_ SUBSTITUTION @ALL LOCATIONS UNLESS <br />11 <br />8F8-1B/1T 8F8-0B/1T 8RF6-DB/1T • ' Q <br />• J NOTED OTHERWISE AT OPENING LOCATION <br />O '' 0 0 0 O <br />'•' 8RF1 1 /1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T �S CONT. BAR 9'-3" 13'-8" <br />8F12-1B/1T <br />Or O <br />8F20 OB/1T © - I.- L.0 a 4c, <br />® "V" LINTEL DETAIL 1 '� °••s <br />SCALE = N.T.S. <br />ILI <br />�:'• i'r . <br />•r' � � � I I I � I <br />_ "? To the best of the Engineer's knowledge, information and belief, <br />O O O O O 0 0 0 0 0 0 O O O O O O O O Tp 0 0 O O O <br />N - - - ���� the structural plena and spedficetiona contained within these <br />8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T 8F24-0B/1T 8F24-1B/1T 8F20-1B-2T 8F20-1B/1T =� O drawings comply with the 2020Florida Building Code - <br />4 J I Residential 7th Edition. Engineer's signature and seal Is only for <br />` ® © ® (8 ® g O O O ® E the structural engineering portions of the drawing pages bearing <br />NryEngineers signature and seal. <br />TYPE DESIGNATION #5 REBAR AT TOPr •r 5'-10" LL W <br />F = FILLED WITH IN. (1) REO'D ALTERNATE POWERS 0 14 A <br />GROUT / U = UNFILLED c 1/2" E - `"'�' S <br />R=RECESSED LEAK STEEL LINTEL B <br />m <br />QTY. OF #5 ° 5'-10" LL ?r? ( a � <br />J REBAR @ BOTTOM d #5 REBAR AT TOP 5'-8" LL � <br />OF LINTEL CAVITY j•. <br />.M.U. � � � J � <br />CJLLLu <br />a ° e MIN. (1) REO'D 1-1/2" CLEAR f •f•' '•'' �� u' a Y <br />0 <br />8F16- B/1T °a Y, `' W �Gm <br />uS a ° GROUT ILIZ M d <br />r• { Z <br />f0 n (Tj _.. f ••• V 04 Cl) <br />J O <br />m cc C.M.U. {• <br />t QUANTITY OF a y�-i f f �- W O U <br />an tNOMINAL,L 5 REBAR AT = u� W <br />�i WIDTH #5 REBAR AT • BOTTOM OF 2 i - - MIN. ':t E <br />N TOP LINTEL CAVITY 8 6 O o -��/ ••f • f • 5'-8" LL Ur <br />NOMINA ° -BOTTOM ti x 5 -4 LL HEIGHT REINFORCING a c7 Z <br />7-5/8"ACTUAL PROVIDED IN Z�Z LL0 Lu u> <br />8" NOMINAL WIDTH LINTEL a b 3 5 REBAR AT BOTTOM <br />W (VARIES) g AS INDICATED ••{• �• • , {� Z <br />to � Z <br />MATERIALS 16 GAUGE POWERS �- <br />1 <br />.. c�sTlin-tels = 3500 psi. STEEL BOXED LINTEL M <br />� <br />g• . B ) � z <br />rh 2. c prestressed lintels = 6000 psi. 5'-8" LL 0// <br />N 3. grouted per ASTM C478 f g = 3000 psi w/ " <br />4. maximum 3/8" aggregate and 8 POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />to 11" slump. by N <br />5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN _ yr w <br />minimum net area compressive strength = 1900 psi. tiff _ <br />6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation. I titi p <br />Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. •U <br />7. 270 low relaxation. Refer to manufacturers specifications. ���• O <br />3. If Ilntel is scratched or damaged refer to Powers Steel for repair. r �� w <br />i' 7/32 wire per ASTM A510. 6 -6 LL <br />4. Lintel depth to match precast depth. One #5 Bar required at top ;�. <br />e94 8. Mortar per ASTM C270 type M or S. l/1 <br />see lintel plan/detaHa for bottom steel required. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box Ilntels prior to $fi U <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications w <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />s <br />o <br />ti; • C� X <br />'• MIN. p S• ch o <br />v •. E u 3o >ly <br />SS �� � E i O 7d R <br />Q .ti E 8 W� ze <br />o 9y 17'-4" LL o 6 0 <br />S. <br />CE� <br />E _~ L <br />�: a <br />tit a M �§�� <br />E 4'-6" LL rr. ti: • Z <br />h � o <br />tiff WOI= <br />2x8 #2 SYP STUDS @ 8" O.C. W! (2) STRUCTURAL SHEATHING <br />SIMPSON MSTAM36 STRAPS EACH ATTACHED PER NAILING <br />STUD ((1) STRAPS EACH SIDE) SCHEDULE <br />> <br />v CENTERED W! (13)10d NAILS &T)NS J <br />IELID of <br />^ � <br />OR <br />y (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ LO cc <br />•� (4) SIMPSON MSTAM36 STRAPS ((2) SEE PLAN a <br />i STRAPS EACH SIDE) -/WALL ~ M <br />2x8 #2 SYP P.T. BASE PLATE N N <br />W/)�" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7 EMBEDMENT @ <br />8" KNOCKOUT COURSE m V J m <br />32" Q.C. & 6" FROM EACH END I � _ WI (1) #5 CONT. <br />- SEE PLAN FOR FILLED CELL ¢� 04 O <br />N SPACING L0 04 <br />n � O <br />04 Q ^ r <br />ai N c <br />o M ' M y to <br />E <br />C E c <br />rJ � a p � <br />WALL SPLICE DETAIL a <br />1 JOB NO: 22-06457 <br />8 SCALE: 1" = 1'-0" <br />SCALE : AS NOTED <br />SHEET NO. <br />LINTEL PLAN - ELEV-Bl 8.0 <br />g SCALE: Y4'=1'-0" <br />tR <br />