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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 andior 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 />& All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L11 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 4 Applied horizontal load <br />Safe vertical load Safe hodzont;;l load -1.0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />I APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY I <br />FORM & GROUT SOLID <br />ry <br />8F8-1B/1T 8F8-OB11T 8RF6-OB/1T < <br />LU <br />9 _J <br />0 0 <br />0 0 0 0 0 BAR CONT. <br />8RF14-1B/1T E'i 8F16-0B/1T 81`16-113/17 <br />8F12-1B/1T <br />0 0 <br />8F20-0B/1T <br />V' LINTEL DETAIL <br />H r1%.-_- %H R -7W-_-R U, -As .7 SCALE N.T.S. <br />ON <br />01 <br />on <br />M0 <br />so <br />I E <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />5'-10" LL <br />F = FILLED WITH <br />F MIN. <br />(1) RECI'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />1/2" <br />R = RECESSED <br />JILEAR <br />STEEL LINTEL <br />CITY. OF #5 <br />4 0 <br />REBA @ BOTTOM <br />OF LINML CAVITY <br />a <br />4 <br />-.a*---C.M.U. <br />#5 RE13AR AT TOP v <br />< <br />Lu <br />4- <br />MIN. (1) REQ'D_ 1-1/2" CLEAR <br />6F16- B/1T <br />4 <br />0 <br />tNOMINAL. <br />Z <br />GROUT <br />QUANTITY OF <br />4 <br />--#5 REBAR AT <br />'Zo <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />LT <br />TOP <br />NOMINAL- <br />0 "W <br />LINTEL CAVITY <br />Lfu 6 t� <br />0 F- X <br />W Lu <br />-BOTTOM <br />Ir d 0 <br />HEIGHT <br />REINFORCING <br />< (D to Z <br />MLL, <br />7-518"ACTUA-L <br />PROVIDED IN <br />�6 Cj a > > <br />Z <br />B" NOMINAL WIDTH <br />LINTEL <br />- - b �: �1 4 5 REBAR AT BOTTOM <br />(VARIES) <br />9�2uio - <1 L <,1 AS INDICATED <br />!a L , A <br />4 <br />16 GAUGE POWERS <br />MATERIALS <br />1. 1 c precast lintels 3500 psi. <br />STEEL BOXED LINTEL <br />2. f c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 3/8" aggregate and B" to 11" slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />6'-6" LL <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If ]Intel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitluos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />4'-6" LL <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) W #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 />WIY2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />AOIL SEE PLAN <br />'-F TMALL <br />Nf-8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1 " = 1'-0" <br />(T <br />... .......... ...................................... <br />.......... <br />5'-4" LL <br />MIN. <br />................................................... <br />6-10" LL <br />4) <br />5'-8" LL <br />5'-8" LL <br />5'-8" LL <br />17'-4" LL <br />(�) MIN. <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" I <br />CD Ln <br />Z co <br />CD <br />Ln (D <br />Z <br />Q) C-/) <br />(DM <br />4-J LU <br />n <br />U <br />0 LU <br />V) <br />I, E <br />0 <br />C11) <br />0 <br />00 <br />C) <br />CNI <br />Q) co <br />LU <br />E <br />00 <br />0) Ce) <br />a ca M <br />Ce) <br />0 0 <br />ai <br />a) <br />0 W <br />0 <br />:5 LL co <br />:3 C6 <br />0 <br />a) <br />a) <br />_k <br />0-0 <br />Lo 0 V <br />< <br />N C-13-D-C <br />" ft, <br />TF ki <br />9 <br />r IR C4. <br />C <br />Z "0 <br />LU U Z <br />Z <br />e--Z <br />C C,),W-- <br />0 <br />E]E] <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />C:) <br />Z <br />0 <br />P-4 4--� C:) <br />U0 15 <br />> UP) <br />Cn CD <br />41.� N <br />(j) (0 Lf) <br />< <br />0 <br />a) - Ln <br />U_ <br />Z F< <br />a-1 CL OC) <br />< %1.00 <br />E <br />Z <br />Z fu <br />LU C� F- <br />_J C:) <br />W <br />,Z <br />0 0 <br />< <br />Z UOO <br />� - 0 <br />Z 0, - < <br />Z Z <br />Z <br />Lu <br />R <br />NO <br />8 <br />> <br />Z <br />Z <br />C: <br />Lr) <br />2: <br />a) <br />N <br />Z: <br />- . <br />0 <br />Lr) <br />< <br />__J <br />n <br />Z <br />< <br />U <br />LU <br />LU <br />� 2: <br />Lu <br />�U- <br />_J <br />F <br />Ir- < 0 <br />Z <br />uJ 1<11 Z <br />Z <br />Z <br />0 qg <br />=t2 <br />CY <br />0, � <br />LU <br />Lr) <br />V-1 <br />LLJ <br />7- <br />< <br />Z <br />!%-, <br />0 _< I :OD <br />(n b <br />Z <br />2 1�0 <br />;� <br />c) <br />Lr) <br />Z <br />Z <br />CY <br />M <br />0 <br />LLJ <br />a- <br />V) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />8.0 <br />T. <br />1.1 J � IT. <br />