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00 <br />CD <br />U-) <br />Ln <br />0 <br />�2 <br />0 <br />__J <br />C1*4 <br />LO <br />co <br />K) <br />LO <br />3:� <br />�2 <br />U-) <br />0 <br />C14 <br />E <br />01 <br />-2 <br />CN <br />1= <br />CIA <br />LO <br />rn <br />C'4 <br />12i <br />Cn <br />GENERAL INSTALLATION NOTES <br />1 . Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. 1 nstallation 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 L/360 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. 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.20-0630.16 and 20-0630.15. <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 <br />Safe vpirticni load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />LV I I <br />Fa <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T <br />8F20-0B/1T <br />mom 0 <br />8F441B/lT8F401B/lT8RF40OB/lT8F321B/lT <br />(9 e (9 (9 <br />FORM & GROUT SOLID <br />4- fy <br />OltsA�..5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />"V"LINTEL DETAIL <br />MIMI <br />TYPE DESIGNATION <br />REBAR <br />AT TOP <br />F = FILLED WITH <br />IN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />- /211 <br />4 A <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />-REBAR @ BOTTOM <br />4 <br />OF LINTEL CAVITY <br />.*---C, M. U. <br />4- <br />8F16-1'B/1T <br />A <br />6 <br />0 <br />Z <br />A <br />GROUT <br />tNOMINAL. QUANTITY OF <br />A <br />-#5 REBAR AT <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />TOP <br />LINTEL CAVIT <br />NOMINALJ <br />0 '-*-BOTTOM <br />HEIGHT <br />REINFORCING <br />7-5/8"ACTUAL <br />PROVIDED IN <br />8 FOMI NALWIDTH ' <br />LINTEL <br />(VARIES) <br />MATERIALS <br />T-7-p-re-ca'stTintels = 3500 psi. <br />2. f c prestressed lintels = 6000 psi. <br />3. grouted perASTM C476fg = 3000 psi wl <br />4. maximum 3/8" aggregate and 8" to 11 " slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <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 ASTIM A51 0. <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 />2x8 #2 SPF STUDS @ 16" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 1 Od NAILS & (8) Y4" <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ j/2" EPDXY ANCHOR OR Y2" <br />J BOLT W1 MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN, (1) REQ'D- <br />:Z U) Lu <br />Lu)�Ld 7 <br />Up LLU) p UF) U�) <br />Lu 17 X W, <br />0 0 <br />. Z <br />8<0 - <br />�- d Ir 7� <br />Z LL:' <br />W 0 <br />U) M Er a- <br />1-112" CLEAR <br />C. M. U. <br />-g REBAR AT E <br />AS INDICATED <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 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/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 />SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1" = V-0" <br />LINTEL PLAN NOTES: <br />1 THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />4'-6" LL <br />OB <br />5'-8" LL <br />G) MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4"=1'-0" <br />ZZI) <br />I <br />C.) <br />C:, <br />Z. <br />CJ <br />A: <br />01 <br />to -C� <br />7- <br />V10 <br />PL 0?" <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages beadng <br />Engineers <br />signature and seal. <br />IR <br />W <br />E <br />ASA& <br />0 8 <br />0 <br />UJ <br />0 C� tm s <br />a) C01 ac): 1-1 <br />!� co W Co <br />0) <br />10 <br />U) I-- r-- - <br />N 0 LL <br />co LL LL <br />Z <br />0 <br />_J UJ <br />EL <br />40� <br />0 <br />W <br />C) �e <br />Z <br />00 0 <br />C\1 <br />Lo C, Z <br />Z <br />b 6 og cc) <br />U) <br />W <br />1771 El <br />7 <br />- <br />4-1 <br />Lu <br />0 <br />IV <br />U) <br />L'i <br />. 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