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ALTERNATE POWERS <br />LO <br />10"= <br />0) - U11, ; A STEEL LINTEL Z <br />0 0 <br />B/1T <br />8F8-1B/1T 8F8-0 <br />TYPE DESIGNATION r-#5 RE BAR AT TOP #5 RE BAR AT TOP V <br />F = FILLED WITH IN. (1) REQ'D MIN. (1) REQ'D— 1-1/2" CLEAR <br />-1 016"Ll" ,,, - �: I ' L, 1 11 4 1 <br />-1 O"'Ll", " "L , , <br />GROUT / U = UNFILLED 4 1/2" <br />D D EAR <br />8RF14-1B/1T8IRF14-0B/1T 8F16-1B/1T 8F16-0B/1T :0. R RECESSED <br />0 <br />QTY. OF #5 <br />10 0 10 0 <br />F_ R EBAR @ BOTTOM > Z� <br />8F20-113/1T 8F20-013/1T EL CAVITY <br />Lu <br />T) OF LINT M I N. ul <br />Q) <br />< < MIN. 4-J <br />R� 0 MIN. *MIN. <br />6F I (d B/1 T �2 2 A (0 C) <br />4 GROUT <br />z: P,:'= 10", z 0 <br />A Z L <br />U <br />Z_� 01 4 1 7T= <br />Lu - F- <br />'0 2: <br />u) 0 E <br />NOMINAL QUANTITY OF A —#5 REBAR AT 0 u) Lo - <br />X LU > 0 <br />4 <br />V4 �o <br />A: <br />0 co e un u) <br />Z 0 BOTTOM OF > <br />0 t t <br />z, IDTH #5 REBAR AT 0 Z Lu 45 REBAR AT BOTTOM 0 cl) <br />-0B/1T TT;-L,- Z 7: W TOP , LINTEL CAVITY <br />8RF6 0 MIN. (1) REQ'D Ul 00 <br />NOMINAL- "*-BOTTOM REINFORCING <on <br />U <br />N <br />HEIGHT PROVIDED IN LINTEL 42) cy) <br />(VARIES) <br />L_U <br />8" NOMINAL WIDTH E j2 -0 <br />16 GAUGE POWERS r_ <br />0, STEEL BOXED LINTEL 8 0, <br />FL c 0 <br />-1 U10" <br />[0 01 U C <br />v'; MATERIA S POWERS STEEL BOXED LINTEL NOTES (ALT.) CL <br />:0, 0 <br />8F20-1 B-2T fc precast lintels 3500 psi. <br />PC prestressed lintels = 6000 psi. <br />""LL't ONLY IF NOTED ON LINTEL PLAN LINTEL PLAN NOTES: <br />0 0 D §routed per ASTM C476 f g = 3000 psi w/ 6) a) C; <br />M ' J rw� 1. Refer to manufacturer's specifications for installation. <br />8F24-1B/1T 8F24-0B/1T li2� Maximum 3/8" aggregate and 8" to 11 " slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION <br />ISoncrete masonry units (CMU) perASTM C90 w/ Refer to manufacturer's specifications. <br />minimum net area compressive strength = 1900 psi. <br />01 Stebar per ASTM A615 Grade 60. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY. <br />Prestres 4. Lintel depth to match precast depth. One #5 Bar required top and 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE 8 D. <br />1 10 0 sing strand per ASTM A416 grade bottom of all Powers Steel lintels. <br />270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to ASSUMED TO BE 16" MINIMUM DEPTH. <br />8F32 013/1T 8F32 1B/1T 7/32 wire per ASTM A51 0. <br />&ortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications <br />- 3 THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN -,4 <br />.2 <br />GENERAL INSTALLATION NOTES <br />X <br />L0 0 <br />, I v 1. Provide full mortar head and bed joints. THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />:0, <br />8F40 0B/1T .0 2. Shore filled lintels as required. P �Wo,P,4. or --- <br />THE ELEVATION DRAWINGS <br />Q <br />0 0 3. Installation of lintel must comply with the architectural and/or structural drawings. LU <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate > _j .."N' &�a_ <br /><,LL LL -1, <br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING <br />A"' 81`44 113/1T vertical cell reinforcing and grouting. U1 U <br />Z �0 &F <br />m c�,v < J <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and THE PROPER LINTEL HEIGHT. <br />(0) longer with a nominal height of 8" meet or exceed LJ180. ca :L1 <br />:7:: 6. Bottom field added rebar to be located at the bottom of the lintel cavity, 2 ca <br />-7 5-LINTELS ATGARAGEDOOR OPENING ARE MINIMUM DEPTH 2 r_1 A_ 1� 0 1, 24 <br />7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z Z <br />-in-place concrete may be provided in composite lintel in lieu of concrete UM IQ <br />8. Cast REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE 0 1 <br />Z <br />masonry units. INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 0 El <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 COORDINATE. <br />a coating of stucco applied in accordance with ASTM C-926 or other approved To t e est o t e Enginee s now e ge, in rmat on, an <br />Q belief, the structural plans and specifications contained <br />coating. <br />0 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building <br />0 Code 5th Edition (2014) Residential. Engineer's signature <br />8F28 Applied vertical load Applied horizontal load POWER STEEL LINTEL IS AN ADEQUATE and seal is only for the structural engineering portions of <br />0 loads shoud be checked for combine loading with the following equation: <br />8F28 OB/1T D 1 .0 the drawing pages bearing Engineer's signature and sea[. <br />8RF30 1B/1T Safe vertical load tafe horizontal load SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />8RF40 0B/1T C) <br />Z r_J <br />0 <br />�-4 4-J <br />V) ko <br />> co <br />rn p <br />< V) M Ln <br />Z 0 <br />— Ln <br />U_ <br />M <br /><U CL. OC) <br />--o <br />Z § E <br />Z <br />L LU C:) <br />_J C:) <br />LU <br />C <br />0 <br />Lu LL <br />LU Z <br />LLI M Z CL <br />U F- no <br />CAST CRETE LINTEL 50,>_Z<0 <br />Z 0 0- X <br />Z < U < <br />IS REQ/D. NO POWER �3-: LZL, ZZ <br />STEEL aw: L� <br />U CZ 0 LO <br />0 Z U C5 <br />In W C> <br />MIN. U LU N <br />o Z <br />T C) Lu X Z <br />LU <br />MIN. <br />Ln <br />CAST CRETE LINTE f%4 <br />IS REQ/D. NO POW17 C-4 <br />STEEL Ln <br />U.1 <br />< Z U <br />UJ @ <br />u <br />U fA Co <br />< Z <br />0 0 Lu <br />Z Z Z <br />(j =) o <br />Lu 0 <br />Z 2 Z, 8 <br />0 LU <br />Z <br />> _'o Lu X F- <br />2 > g 0 <br />LLJ UJ 0 LL Z 0< <br />Ce Ce <br />0 F_- 0 <br />0 < < 0 <br />0) :CD, X <br />09 b C a <br />0 q CD < <br />00 _j <br />60 - b C:) Z <br />0-0, 60 1- J, �2 Lu <br /><,. < <br />0 ro < <br />CD UJI <br />09 90 Z <br />LLJ F- Z <br />C? E0 Z <br />9 9 <br />X b b — > 0 <br />X Z <br />MIN. 1 �_4 _J <br />MIN. SCALE : AS NOTED <br />MIN. PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />I I 1 177 1- 1 VERSION NO. <br />T L All I <br />TV � I I I I I I I I I I I I � I � �—_ 11 1122 <br />TJOB NO: 16-6649 <br />LINTEL PLAN F& G_ LINTEL PLAN D_ LINTEL PLAN AB C SHEET NO. <br />SCALE: Y4"=V-0" SCALE: X"=V-0" L 1 <br />SCALE: Y4"=V-0" L <br />