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ALTERNATE POWERS <br />(D <br /><� QUM<< STEEL LINTEL <br />Z <br />0J <br />0 0 0 <br />Z (D <br />8F8-1 B/1 T 8F8-OB/1 T <br />TYPE DESIGNATION F05REBARATTOP V Z <br />1-1/2"CLEAR <br />GROUT / U = UNFILLED 4 1 <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />:0, F = FILLED WITH MIN. (1) RECI'D- <br />0 N <br />0 0 CLEAR <br />I I <br />8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 81=16-013/1'T :0. R RECESSED 0 <br />QTY. OF #5 A - <br />< L <br />1 V) 0 <br />1/� 10 0 10 0J —REBAR @ BOTTOM <br />8F20-1B/1T 81=20-013/1'T OF LINTEL CAVITY <br />C.M.U. <br />Q) <br />�dx <br />r,ri2 LU <br />tit-16-" B/1 T 60 2 co M C) <br />Lu <br />—GROUT L`u W_ <br />L cr Z� 'L <br />K. J11 <br />tNOMINAL, QUANTITY OF —#5 REBAR AT a U) LU <br />0 0 #5 REBAR AT cr Lu;� 0 E <br />BOTTOM OF LU Lo > 0 <br />WIDTH �0� - �5 REBAR AT BOTTOM <br />8RF6-0B/1T TOP LINTEL Z X Z L Cl) <br />0 <1 MIN. (1) REQ'D Ln <br />'-W —BOTTOM REINFORCING A <br />NOMINALJ <br />—PC — 04 <br />HEIGHT PROVIDED IN LINTEL <br />7-5/8"ACTUAL _S 4) cl) <br />0) ce) <br />LU C mm <br />B"NOMINALWIDTH 16 GAUGE POWERS E T:S ccQ <br />(VARIES) <br />STEEL BOXED LINTEL <br />:0. —17 <br />4) ci <br />> <br />MATERIA S POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />0 0 <br />0 to J4 <br />.0 tc precast lintels 3500 psi. 0) <br />L 0 <br />.0 <br />8F20-1 B-2T ONLY IF NOTED ON LINTEL PLAN C. <br />Rc prestressed lintels = 6000 psi. <br />0 < 0 —0 <br />§routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. <br />Maximum 3/8" aggregate and 8"to 11"slump. 2. Contractor to provide proper protection of lintel to prevent rusting. <br />8F24-1B/1T 81=24-013/1'T 1�� Concrete masonry units (CMU) per ASTM C90 w/ 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 />..0 7.1 <br />Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. a D If, <br />:0, Sieber per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and <br />0 0 0 4 <br />270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to <br />8F32 0B/1T 8F32 1B/1T 7/32 wire per ASTM A51 0. applying the cementibuos coating. See contractor specifications <br />Mortar per ASTM C270 type M or S. <br />C-4 <br />0, <br />0 <br />GENERAL INSTALLATION N TES <br />0 <br />Provide full mortar head and bed joints. <br />:0, -vim 0) llf L, <br />8F40 0B/1T 2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />0 Cl) - <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate �: <br />8F44 113/1T vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />Z <br />longer with a nominal height of 8" meet or exceed U1 80. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. F k� <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />-in LINTEL PLAN NOTES: Z <br />8. Cast -place concrete maybe provided in composite lintel in lieu of concrete .0 <br />U0 1WU co F E <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION <br />CIE] 0 <br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. <br />0, <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have — ONLY. <br />a coating of stucco applied in accordance with ASTM C-926 or other approved — To the best of the Engineer's knowledge, Information, and <br />coating. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE belief, the structural plans and specifications contained <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) — within these drawings comply with the Florida Building <br />loads shoud be checked for combine loading with the following equation: — ASSUMED TO BE 16" MINIMUM DEPTH. Code 5th Edition (2014) Residential. Engineer's signature <br />0 0 0 1 and seal is only for the structural engineering portions of <br />8F28 1B/1T Applied vertical load Applied horizontal load <br />8F28 0B/1T — the drawing pages bearing Engineer's signature and seal. <br />+ 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN <br />Safe vertical load Safe horizontal load <1 .0 <br />8RF30 1 B/1 T THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />THE ELEVATION DRAWINGS <br />0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING <br />8RF40 0B/1T THE PROPER LINTEL HEIGHT. 0 <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z IN <br />REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE 0 cu r-, <br />1­4 :t:j C:) <br />INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. U*) =) ko <br />4 > U-) M C:) <br />COORDINATE. in C) <br />Ln M In <br />in <br />Z Ln <br />POWER STEEL LINTEL IS AN ADEQUATE 2 a: Ln <br />ga- <br />SUBSTITUTION @ ALL LOCATIONS UNLESS a� U CL OC) <br />NOTED OTHERWISE AT OPENING LOCATION Z < 3i E <br />Z <br />8 Z <br />LLI C) <br />_J C) <br />8--00' W <br />LARGE CONCENTRATED T.O.M. <br />LOAD NEAR SUPPORT(TYP.) <br />40" BEY2ND POINT <br />LINTEL COURSE LOAD MINIMU <br />W/(1) #5 REBAR <br />41' <br />d <br />C� <br />LU LLJ RZ <br />LLJ Z <br />Lu Z CL <br />Z <br />_J C/) <br />5 <br />U_ LLI LU U 1- 0 <br />EE 1-- F- Z 0>_ Z 0 <br />U I OPZZOCLX <br />LU Z Z >- < U X < <br />> <br />_J &I <br />Z Z Z <br />ZW <br />#3 STIRRUP <br />O'C' LU CM <br />@8 PRECAST 7T <br />C:) KOZO <br />LINTEL Z <br />PRECAST <br />'ST <br />LINTEL C) <br />Ln <br />(DMIN. r4 <br />r*4 <br />PRECAST LINTEL Ln <br />HIGH SHEAR CONDITION 6� <br />rh W- <br />44: ui;� I- R. <br />SCALE: 1/2" V-0" 5 Se W <br />U <br />r 2 <br />< <br />0 0 0 55 W <br />60 "a Z 84Ui;i <br />M Z OW0280 <br />TOP OF COL 10'-4" uJ P <br />(F & G ONLY) a) LU I.. <br />> _J %...,00 <br />00 � �! 18 <br />Ll W 0 u- Z < <br />Q C<, 1�! 02: <br />M &� <br />0 cc 0 <br />0 - 8,ZL <br />C) _J <br />_J J <br />0 V_ <t �x <br />W < <br />F- C) r0 LL <br />Z <br />LU Z Z <br />> 0 <br />M IN. M I N. Z <br />SCALE: AS NOTED <br />LINTELPLAN PLOT DATE: 12/7/2012 <br />TECH: ERAND <br />SCALE: Y4"=V-0" VERSION NO. <br />1525 <br />JOB NO: 17-1426 <br />SHEETNO. <br />L 1 <br />