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Z: <br />ALTERNATE POWERS <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL 1011,771 <br />-7� C) <br />CD <br />8F8-1 B/1 T 8F8-OB11T Z <br />AT TOP —7777 <br />TYPELE3iG—NATION #5 REBAR AT TOP #5 REBAR V <br />F = FILLED WITH IN. (1) REQ'D MIN, (1) REQ'D 1-1/2" CLEAR < <br />GROUT/ U = UNFILLED 4 <br />8RF14�1'13/1T 8RF14-0B11Y R RECESSED CLEAR <br />% 11". " = — P, <br />QTY. OF #5 6 <br />Z <br />OF LINTEL CAVITY __C <br />REBAR @ BOTTOM <br />T, M.U. L 0 <br />UJ �C.M.U. <br />Li <br />60 co U13 <br />k LU <br />Z -I- � � -S . -- <br />co <br />C) <br />B/1 T <br />La <br />E CF <br />E� 0 4 —GROUT :r W Lu <br />Z <br />Eu 30: U-Z Z� U <br />C) (1) U. LIJ <br />QUANTITY OF o U) 0 E <br />tNOMINAL. —45 REBAR AT X W <br />#5 REBAR AT 0 BOTTOM OF < U < 04 > > <br />0 <br />0 Lu �_ 1P (n <br />WIDTH 0 (1) Lo #5 REBAR AT BOTTOM Cn 0 <br />------------------------------ TOP LINTEL CAVITY Z X 00 <br />0 77d r- <br />8F2O-OB/1T 8F20-1 B/1 T 8F1 6-0121/1 T 8F16-1B/1T NOMINAL- ""OTTOM < < AS INDICATED F <br />F__ LL 00 <br />REINFORCING U) — �- X C\1 <br />HEIGHT lk-- 0 a) ce) <br />7-5/8"ACTUAL PROVIDED IN LLJ 0) Cl) <br />C C) <br />16 GAUGE POWERS 0 0 cli <br />8" NOMINAL WIDTR� LINTEL E 2 - <br />(VARIES) STEEL BOXED LINTEL <br />a) r- LL 00 <br />4k E, H a) -5 - co <br />,;*� " =,"', -- 0 M <br />MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) (J) _�d iZ1 <br />1. fc precast lintels 3500 psi. <br />a ONLY IF NOTED ON LINTEL PLAN 0 CL <br />U-) 0 q <br />2. fc prestressed lintels = 6000 psi. <br />< ch < <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />1. Refer to manufacturer's specifications for installation. <br />8RF6-0B/1T 4. maximum 3/8" aggregate and 8" to 11 " slump. 2. Contractor to provide proper protection of lintel to prevent rusting, <br />=4�4 L -1 5. Concrete masonry units (CMU) per ASTM C90 wl N C-r-D-C <br />Refer to manufacturer's specifications. <br />minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />6. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />Prestressing strand per ASTM A416 grade <br />13 D. <br />7. 270 low relaxation. tit Wft.. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />7/32 wire per ASTM A51 0. <br />0 8. Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications 04 <br />N <br />\$_* loil 0 <br />-1 B-2T ____j <br />81=20 <br />All <br />GENERAL INSTALLATION NOTES 29.2 <br />Provide full mortar head and bed joints. 31! "k <br />UK 8RF22-1B/1T 2E <br />8F24-0I3/1T 8F24-1B/1T Shore filled lintels as required. <br />2. rL 0 <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />IL , _ <br />4. U-1-Intels are manufactured with 5-1/2" long notches at the ends to accommodate <br />Z: <br />%:Z Z: vertical cell reinforcing and grouting. <.CL <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4 and 0 <br />ca C) <br />"C�o <br />longerwith a nominal heightof 8" meetorexceed L/180. <br />A� <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />�PJOE*N-- FLC <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z <br />-in-place concrete may be provided in composite lintel in lieu of concrete <br />A;' 8. Cast WL LU r <br />% masonry units. <br />A 9. Safe load ratings based on rational design analysis per AC1 318 and ACI 530 <br />-P 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 />To the best of the Engineer's knowledge, information, and <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />Z: coating. belief, the structural plans and specifications contained <br />it in these rawings comply with the Florida Building <br />12. All lintel dimensions shown are "overall" lintel lengths. <br />LINTEL PLAN NOTES: Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />4, 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />% loads shoud be checked for combine loading with the following equation: the drawing pages bearing Engineer's signature and seal. <br />A 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. <br />Applied vertical load Applied horizontal load <br />, AL <br />Safe vertical Safe horizontal load <1 .0 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE <br />+ <br />load <br />ASSUMED TO BE 16" MINIMUM DEPTH. <br />U 0, 1, — <br />0 !] 16 U:, b I L* , 01 0 - 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE CD <br />8F44 1B/1T8F4O 013/11T 8RF400B/1T 8F32 1B/1T 81732 OBIT 8RF30 1B/1T 8F28 013/1T 8F28 1B/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH C:) <br />r0a 110) THE ELEVATION DRAWINGS 1714 <br />(9 ou T 9 0 W N <br />1­4 4-1 C:) <br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER <br />LINTEL HEIGHT. p <br />> Ln <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED i ra Ln <br />< -0 <br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED a- w -L— 'I- <br />Z 0 <br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. U_ <br />fu <br />ce U 0-00 <br />Z < § E <br />Z <br />POWER STEEL LINTEL IS AN ADEQUATE UJ C:) <br />_J C) <br />SUBSTITUTION ALL LOCATIONS UNLESS W 110 <br />NOTED OTHERWISE AT OPENING LOCATION <br />Z <br />Lij LL 0 <br />UJ Z V) <br />Z <br />UJ CO < <br />U 1-- 0 <br />Z>.z<o <br />or- Z 0 CL of <br />Z>-<U2:< <br />u <br />F<- Z <br />Z <br />UZO a:Lu <br />:5 ED C� _3 <br />a_ U 0 LO <br />Z) 3: U C) <br />0 4 0 Q� 0 <br />C:) U = 2 uJ N <br />T_q F a. 0 Z <br />LU Z: Z <br />ce L9 <br />MIN. C:) <br />Ln <br />11714 <br />D1 (1114 <br />Ln < <br />_J <br />LLJ <br />LLJ <br />Z U <br />LU 0 0 0 <br />U L�L_l �! C-0, 0 <br />0 < C:) 8 0 LZU LL- <br />Z Z C:,>, 2: �Z_ <br />I n Z11 :0, <br />Z <br />LU I'D Z uc) < U I- <br />8 8 LL, 2: <br />> 9 0 CL <br />u- 0 u- Z <br />Q� U, <br />CY LU 2: 0 <br />C:) CL <tE 2 0 <br />OZ)2:u in <br />01 - <br />V) Z <br />c) Lr) Z < <br />LU <br />�e uJ <br />0 T-4 _J < 2: <br />LJJ <br />I— c) LL < <br />LL <br />UJ Z Z <br />> 0 <br />Z <br />[711 1 1 1 1 1 1 1 1 1 1 SCALE AS NOTED <br />MIN. PLOT DATE 12/7/2012 <br />(�) M I N. TECH: ERAND <br />LINTEL PLAN VERSION NO. <br />100 <br />SCALE: Y4"=I'-O <br />JOB NO: 17-1427 <br />SHEET NO. <br />L 1 <br />