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I 1 11 - I - I! 1 11 1 IV 11 __ I I ___ <br />i - 11 ill . . i i ____L_ I . . L , ! I I - I ! , I I I <br />11 1 <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bad joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. LI-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 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 vertical load Safe horizontal load 1-0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE -CREPE, QUALITY I <br />8F8-1B/1T 8F8-0B/1T <br />X) ®R <br />8RF6-0B/1T <br />0 0 0 U.: 0 <br />8RF14-1B/1T 8RF14-0B/1T <br />Jllk <br />— <br />.. '11-1. <br />4k <br />FORM & GROUT SOLID <br />_7 r <br />04 <br />9 <br />0 <br />0 0 <br />0 0 <br />0 <br />#5 BAR CONT. <br />8F16-0B/1T <br />8F16-1B/1T <br />8F12-1B/1T <br />0 0 <br />N) <br />81=20-013/11T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />�so <br />i <br />p <br />me <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />EBA @ BOTTOM <br />F_ REBAR <br />OF LINTEL CAVITY <br />D <br />B/1T <br />6F16- <br />tNOMINA <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL — <br />HEIGHT <br />0 <br />#5 REBAR AT TOP <br />MIN. (1) RECI'D <br />A ___$_112" <br />t" <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN_ (1) REQ'D— 1-112" CLEAR <br />—GROUT <br />45 REBAR AT <br />I <br />BOTTOM OF <br />10 ZO uJ <br />U, 6 <br />LINTEL CAVITY <br />'u �_ uJ <br />uJ <br />BOTTOM <br />0 er d 0X <br />REINFORCING <br />Q ¢ 0 Co <br />PROVIDED IN <br />Z LL a uJ <br />b 3: <br />LINTEL <br />< <br />t; 2 <br />(VARIES) <br />Cwt si <br />MATERIALS <br />1 . f c precast Trntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 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 ASTM A510. <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 />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 cemenfitiuos coating. See contractor specifications <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />STRUCTURAL SHEATHING <br />USP MSTAM36 STRAPS EACH STUD <br />ATTACHED PER NAILING <br />((1) STRAPS EACH SIDE) CENTERED <br />SCHEDULE <br />W/ (13) 1 Od NAILS& (8) Y4" TITENS <br />X <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />oL SEE PLAN <br />T/VVALL <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />--8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END <br />W1 (1) #5 CONT. <br />--SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <br />A <br />6-8" LL <br />LINTEL PLANT <br />SCALE: )/4"=1'-0" 1 <br />0 <br />Cl) <br />cli <br />M, <br />V1_ <br />X � cn <br />L_U <br />U <br />0 Lu <br />E <br />L—n r- <br />53 <br />W CO <br />.9 CD <br />on r-- <br />04 <br />UJ <br />g g <br />M M <br />cfe <br />cNn <br />0 0 <br />Li- <br />U <br />- <br />0_,Cd,_ <br />< M 0 <br />CO CL V) 0 'TC, <br />X CL <br />Al I <br />,BID. <br />.......... <br />,X <br />c> c4 <br />Z <br />C> <br />—r— <br />U4'11-, <br />U_ <br />UJ <br />LL F:t t -, �� <br />. <br />415 <br />M.. <br />!i. <br />N LU <br />To the best of the Enginee?7 eledge-,InTorma I V,.n, n2r <br />belief, the structural plans an p"V#fJ ed <br />within these drawings comply with th orld <br />Building Code - Residential 6th Edition. <br />on. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and sea]. <br />C> <br />Z <br />0 <br />1­� C:) <br />V) <br />t.0 <br />M0 <br />N <br />< U-) M Ln <br />WON <br />(1) — Ln <br />L_ LL <br />Z <br />10� U CL co <br />Z <br />W <br />%0 <br />w o <br />UJ <br />Zg <br />Z <br />Z 0- ,.< ce QX <br />UZ80 <br />U <br />rL� <br />6H <br />uJ <br />Z <br />Ln <br />U <br />0 <br />Ln <br />Lr) <br />0 <br />> <br />U <br />U-) <br />LU <br />uJ <br />0 <br />5�49 <br />r wo <br />r-4 <br />Z <br />Z <br />UJ <br />Lij <br />z UL�,, <br />< <br />Z <br />Ln <br />C:) <br />Z <br />Z <br />tZ <br />0 <br />0 <br />06 <br />:5 <br />LLJ <br />X: <br />9 <br />Lu <br />0- <br />V) <br />SCALE AS NOTED <br />DATE 1/5/2018 <br />TECH: MJAMES <br />VERSION NO. <br />10 <br />SHEET NO. <br />8.0 <br />