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6594 Wagon Trail St
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6594 Wagon Trail St
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Last modified
3/24/2025 6:31:10 PM
Creation date
2/19/2025 2:49:52 PM
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Building Plans
Street #
6594
Location
Wagon Trail St
Contractor
Lennar Homes LLC
Building Plans - Permit #
19510
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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 Ul 80. <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 (Intels 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 -- <br />Safe vertical load Safe horizontal load -1.0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F4018/1T8RF400B11T 8F321B/1T <br />FORM & GROUT SOLID <br />UJ <br />0 <br />0 K�#5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />'V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />Z <br />N <br />0 <br />N <br />Z <br />I T r-C: UF_QI%.JINtJUUI14 <br />F = FILLED WITH <br />REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />1/2" <br />R RECESSED <br />STEEL LINTEL <br />-ILEAR <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />g*__C. M. U. <br />#5 REBAR AT TO P <br />v <br />< <br />uJ <br />MIN. (1) REQ'D- <br />1-1/2" CLEAR <br />6- B/1 T <br />4 <br />i-,5 <br />0 <br />> <br />Z <br />-GROUT <br />0 <br /><1 <br />NOMINAL. QUANTITY OF <br />--#5 REBAR AT <br />_J <br />� 1,1� <br />120 <br />t, <br /><1 <br />C. M. U. <br />:J P_ <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />LLIU <br />0- U) - , U5 <br />U' <br />TOP <br />0 '-*-BOTTOM <br />LINTEL CAVITY <br />Lu 0 U) <br />0 2. , <br />I <br />ILI' <br />NOMINAL- <br />X <br />LZ T d 0 <br />Z_� <br />HEIGHT <br />REINFORCING <br />Z <br />7-5/8"ACT UAL <br />PROVIDED IN <br />Z Lu <br />> > <br />8" NOMINAL WIDTH ' <br />LINTEL <br />< - <br />1. �R uJ <br />-4 <br />L <br />#5 REBAR AT BOTTC <br />S <br />(VARIES) <br />co m X 2 <br /><1 <br />L . , J <br />INDICATED <br />MATERIALS <br />1. f c precas tels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wt <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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL 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 />W #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 1 Od NAILS & (8) Y4" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W1 <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />WIY2" 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 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 cementitiuos coating, See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oL SEE PLAN <br />`F T/VVALL <br />r3-8" KNOCKOUT COURSE <br />F�_A W1 (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1 " = 1'-0' <br />5'-10" LL <br />6-16" LL <br />4'-6" LL <br />T <br />5'-4" LL <br />MIN. <br />5'- 10" LL <br />(i) <br />5'-8" LL <br />X. <br />---------------- -- <br />X <br />X <br />5'-8" LL <br />OA <br />5'-8" LL <br />17'-4" LL <br />OE MIN. <br />LINTEL PLAN <br />SCALE: )/4"=V-0" <br />(D !;2 <br />V) CD <br />Q) C-1) <br />4---J LU <br />0 UJ <br />E <br />V) <br />LU <br />E <br />0 <br />C C', C', <br />�=o V) <br />04 <br />0 -9 CD <br />C) cn <br />u_ M <br />-5 - oo <br />6 W <br />" _2 f�� <br />CL C, <br />0 <br />0 <br />A <br />N C B D C <br />ov)N <br />Z <br />2c) <br />LU ?g <br />&u. <br />C3_ <br />U1 U- <br />Z <br />g <br />got' <br />E <br />W <br />cciim. <br />% <br />To the best of the Engine <br />belief, the structural plans and soecificatLcina c?\*vRjd <br />within these drawings comply withItfi4 i0k��Iorlda <br />u ng o e- e ent, al 6th Edit on. Eng neer s <br />signature and seal is only for the structural engineertng <br />portions of the drawing pages bearing Engineer's signature <br />and seal . <br />CD <br />Z rN <br />0 <br />C:) <br />5 %.0 <br />> V) M C) <br />C:) <br />V) fU Ln <br />-0 <br />0 <br />Q) Ln <br />U_ <br />Z <br />U M <br />00 <br />ECI <br />Z <br />Z <br />LU C:) <br />W <br />_J C:) <br />1�0 <br />0Z <br />0 <br />V) <br />cr <br />UJ <br />Z,< <br />Z <br />< <br />uz8o <br />E � - 0 <br />�WLUW <br />uz� <br />MZ <br />0 Z <br />L4 <br />@ <br />LU <br />Z 8 <br />Lu <br />Z <br />Z <br />0 <br />-a <br />Lr) <br />CL <br />U) <br />D <br />2: <br />ru <br />I- <br />r <br />I- <br />2: <br />> <br />Lr) <br />< <br />Z <br />0 <br />U <br />Fn <br />r1114 <br />(L <br />< <br />LU <br />WE: <br />0 <br />V� 0 <br />uc R Z <br />T8_ <br />� V_ P <br />Z <br />LUM <br />E CL o� <br />Z<O< <br />Icy- <br />< <br />W 0� <br />a <br />< <br />Z <br />r*4 <br />M: <br />0 ci� <br />Z)_0 <br />Z <br />Lr) <br />6j <br />W(y U_ <br />cr <br />< <br />:01 a <br />q <br />Lij <br />< <br />2: <br />Z <br />Ln U <br />Lu Z <br />c) <br />Ln <br />Z <br />t-u <br />CY <br />0 <br />9 <br />00 <br />Z <br />LU <br />1: <br />0 <br />< V) <br />Z <br />LU <br />V) <br />SCALE AS NOTED <br />DATE 1/5/2018 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />8.0 <br />ZZ <br />
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