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: p r•Q ° •pe.- ALTERNATE POWERS <br />0J.°°:' :�, ,: ° .° STEEL LINTEL <br />e• a. r, v, ,° av Z. M <br />O O OO <br />8F8-1B/1T 8F8_ 0B/1T <br />TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP <br />U46, <br />: O, F FILLED WITH MIN. (1) REQ'D MIN. 1 RE D Q <br />O Q' Q 1-1/2" CLEAR <br />O O O O O O O O GROUT / U= UNFILLED d v2" <br />8RF14-1B/1T 8RF14-0B/1T 8F16-16/1T 8F16-OB/1TQTY:O,° ° R RECESSED CLEAR I E <br />C D c O ° O O r O REBAR BOTTOM a o° D aOJ <br />r O <br />O O © O <br />O <br />8F20-1B/iT 8F20-OB/1T OF LINTEL CAVITY � a .M-U. w � p <br />OQ= a s e F Q C.M.U.Cn <br />Cn <br />?-� f� 8F 16-l'B/1 T U ¢ <br />' O-°:O' • �, . y' ' V' ' Q'°; ' �%'p' 00 p ° e (oCi _ , a n • �+ <br />L6 Z d o GROUT N F <br />,v: ro- '°; a°• ,°I .°�, °° ,.': •.°•,. v•r°. ,°% o•o° i0 WNd J O •O h <br />tNOMINAL. QUANTITY OF IL°a° a° °a °a° t a 5REBARAT ccLu - - � O <br />O O WIDTH #5 REBAR AT O BOTTOM OF G O F <br />8RF6-OB/1 T TOP LINTEL CAVITY LU U) D D #5 REBAR AT BOTTOM M <br />Z Z S �% Q MIN. 1 REQ'D F^- O <br />NOMINAL- ° BOTTOM REINFORCING �p0 O m04 <br />L • ev •°v , HEIGHT PROVIDED IN LINTEL <br />7-5/8"ACTUAL (VARIES) U C Ca co <br />U"L 8" NOMINAL WIDTH L1_I E m:d M <br />,v ,, e •16 GAUGE POWERSSTEEL BOXED LINTEL J OONU L �00 O ° ° ° MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) E `� Y <br />O' 8F20-1 B-2T ° ` , ° ` .°' ° .° ° fc precast lintels = 3500 psi. Y LO o <br />,° e ° , • a ° °' . ° a ° ° Pc prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN Q ¢ o <br />O ° O O ° O §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. <br />8F24-1 B/1 T 8F24-0B/1 T © ; , ' >, , Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. <br />°, °a, ,N C B D C <br />rl 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. A 1� <br />r•r .. o <br />Q- ° ` Rebar per ASTM A615 Grade 60. 4. Lintel depth at match precast depth. One o Bar required top and <br />O O O O r ' ° ' Prestressing strand per ASTM A416 grade D® <br />270 low relaxation. bottom of all Powers Steel lintels. <br />7132 wire 5. A bonding agent must be applied to the Steel Box lintels prior to <br />8F32OB/1T 8F321B/1T �', per ASTMA510. applying the cementitiuoscoatin See contractorspecifications aatf;e i��C <br />91ortar per ASTM C270 type M or S. g' <br />® 0GENERAL INSTALLATION NOTES <br />O ° O UL <br />1. Provide full mortar head and bed joints.' 8F40 OB/1T 2. Shore filled lintels as required. 1�,v - A• <br />O O 3. Installation of lintel must comply with the architectural and/or structural drawings. �J i! rn N i y„r <br />' - © 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate IL7 <br />> LU <br />8F44 1 B/1 T vertical cell reinforcing and grouting.®5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and Ion er with a nominal hei ht of 8" meet or exceed U180. ° c� ¢ �'� <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity.Zo " ` a <br />°' • ° ° a ° 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.UM <br />y rn <br />:.1 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete k> —° „,.. •" <br />masonry units. °} t may` <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 LINTEL PLAN NOTES: To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />° • Coating. within these drawings comply with the Florida Building <br />O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) Code 5th Edition (2014) Residential. Engineer's signature <br />8F2816/1T O O ° ° loads shoud be checked for combine loading with the following equation: <br />1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. is <br />A lied VertiC81 load A lied horizontal IOad the and seal in my for the structural engineering portions of <br />8F28 0B/1T ' pp pp g pages bearing Engineer's signature and seal. <br />S Safe vertical load +Safe horizontal load <'� ,Q 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE <br />0 8RF301B/1T ASSUMED TO BE 16 MINIMUM DEPTH. O <br />© 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE <br />O O LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />8RF40 0B/1T <br />HE ELEVATION A o <br />® 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER Z � <br />LINTEL HEIGHT.; <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED > cn r o <br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED a vJ <br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. V) -o <br />Q In <br />c o <br />ZU fu <br />POWER STEEL LINTEL IS AN ADEQUATE z E <br />ra <br />SUBSTITUTION a@ ALL LOCATIONS UNLESS w o �- <br />NOTED OTHERWISE AT OPENING LOCATION W -' <br />Q �r <br />J <br />O 0 <br />oZ <br />Wu-0 <br />w Z H � 0 <br />mZZs <br />Q) ZU))00 <br />oZrZac� <br />or- <br />=�Z0a— zZ�z <br />z <br />"guJ qg� <br />a a LO <br />O Oro NJo <br />� vsoljwN <br />o �Z a=O <br />M ��w <br />J <br />o <br />7--I <br />1 ` <br />In <br />N <br />Ln <br />■ ■ J <br />u, O Q <br />UJ <br />< Z Y <br />Q Z <br />w000� <br />O -0 Z Z p z� O <br />O w <br />za��zz <br />I <br />wz0° WZCL <br />�JWa6wo�Z¢=5 u <br />>- N o <br />O 0 � Q Y w <br />W a~� <br />O F Z <br />O z <br />� F- Z <br />Z 0 <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />y TECH: MJAMES <br />VERSION NO. <br />106 <br />O MIN. <br />E JOB N0: 17-5173 <br />LINTEL PLAN_ <br />MIN SHEET NO. L 1SCALE: Ya -1 -0 <br />