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ALTERNATE POWERS O E E STEEL LINTEL _ M 8F8-1B/1T 8F8-0B/1T O ® ,'� ; • `• -' , TYPE DESIGNATION #SREBAR ATTOP #5REBAR ATTOP O, ••O. F = FILLED WITH IN. (1) REO'D MIN. (1) REO'D a 1-1/2" CLEAR Q GROUT / U =UNFILLED n J 8RF14-1B� T 8RF14-OB/01T 8F16-1B% T 8F16-OB/10T 'O,° QTY. OF #5 - ' " R = RECESSED CLEAR o '• O © O O O O O O O REBAR @ BOTTOM r ° 8F201B/1T 8F20-0B/1T OF LINTEL CAVITY J M.U. w a Ln 0 ' � _..� � MIN •V v — O O o V 0 M I N. O O MIN. ®MIN. +-� w 8F16- B/1T CO Nam a - • s; ' . ' Z d < GROUT = W w w \ o (i \ .,e • ,♦ , •,� . , • ♦ • ♦ • ♦ • ua— O W •' ;' 0 J NOMINAL QUANTITY OF 5 REBAR AT O W a in \ \ Ly • O O • ` WIDTH #5 REBAR AT BOTTOM OF < 64 D D (/� N ♦ . ; ; 8RF6-0B/1 T • • ` TOP LINTEL CAVITY z ¢ z � 5 REBAR AT BOTTOM ' �' •' •� •� • �' • • ••s ° �' NOMINAL OTTOM REINFORCING F ¢ p p Q MIN. (1) REQ'D t-- .20 ID • ♦ ° ° ' L ' • HEIGHT PROVIDED IN LINTEL In LL = / ! N ♦' • • O i ♦' ♦- •♦ a U M M • • - ' • , : '. : ' • : ' • •' • 7-5/8"ACTUAL (VARIES) W •, •�•' -•�•' •�•' :�• 8"NOMINAL WIDTH ERSp� LO oM ., ' ST16 EEL OXEDUGE VL LINTEL — U O O Np LL OD ' • S POWERS STEEL BOXED LINTEL NOTES (ALT.) v c°n ti a :o. •: •:. ':• 22 ftcprecastlintels=3500psi. LINTEL PLAN NOTES: �, 0 8F20-16-2T - ONLY IF NOTED ON LINTEL PLAN o O O O O • ' ' • - • Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8F24-1B/1T 8F24-OB/iT © ; U401" ; Maximum3/8"aggregateand8"to11"slump. 2.Contractortoprovideproperprotectionoflinteltopreventrusting. 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ' Concrete mason units CMU " c•H,D•c ry ( )per ASTM C90 w/ Refer to manufacturer's specifications.` ` �= • minimum net area compressive strength =1900 psi. O O•, 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match recast depth. One #5 Bar required to and o o o o Prestressing strand per ASTMA416grade bottomopallPowersSteellintelsp q p 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE B D. ,r 270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to " *�I, 8F32 0B/1T 8F32 1B/1T 7/32 wire per ASTM A51 0. ASSUMED TO BE 16" MINIMUM DEPTH. ® ® '' ' ' ' Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications 3-THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN' `� "'�`'" • " ;' GENERAL INSTALLATION NOTES � ' = o = z � ;. 0 o THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH `V ., 1. Provide full mortar head and bed joints. ° ` : • k, • 8F40 OB/1 T •O. 2. Shore filled lintels as required. — ` q THE ELEVATION DRAWINGS `� •.. ., ., 'e, ... >, . ., s ter; ® O O 3. Installation of lintel must comply with the architectural and/or structural drawings. 1�F� aco w WsA ' 4. U-Linteisare manufactured with 5-1/2" long notcl,esatthe ends toaccommodate 4-THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LL1 > c s • ♦ - • - • 8F44 1 B/1 T vertical cell reinforcing and grouting. W ¢ • • ..:•. O 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and THE PROPER LINTEL HEIGHT. • ' :'. Q longer with a nominal height of 8" meet or exceed U180. a1 ., 6. Bottom field ddedrebartobelocated atthe bottom ofthe liintelcavity. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Ili �'� -° .aAL,♦"a �'°� ° ', 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. ' a„ g. Cast -in -place concrete may be provided in composite lintel in lieu of concrete REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BELL W'4:M= r �a masonry units. °- 9. Safe load mrasbasedonrationaldesign analysis perAC1318and AC1530 INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT G.C. ""°`Q`" m •'�; ° �. , '-, ; ; �♦ 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. •' ; 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have COORDINATE. Q a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and • , • : . • ' .' ,• ; belief, the structural plans and specifications contained Coating. - 12. Lintels loaded simultaneously with verical (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building 0 0y POWER STEEL LINTEL IS AN ADEQUATE CodeSthEdition(2014)Residential. Engineer's signature 8F28 1 B/1 T O • ' O k{ ' loads shoud be checked for combine loading with the following equation: and seal is only for the structural engineering portions of • 8F28 0B/1 T O O Applied vertical load Applied horizontal load the drawing pages bearing Engineer's signature and seal. _ 8RF30 1 B/1T Safe vertical load +Safe horizontal load `\ 1.0 SUBSTITUTION @ ALL LOCATIONS UNLESS © NOTED OTHERWISE AT OPENING LOCATION O O 8RF40 013/1T cI J O N Z 0 � n �ChMZoM a. QL In fl. .. Ofa 0C U CL 0 ' E ZE O WC:)� FO A W O D A J O J D O O O A EO E O O ® wo oz LL mzZ CAST CRETE LINTEL o g na x•+w� IS REQ/D. NO POWER I I- Q z z� zZ STEEL Z c w U MIN. 00 o ozQ T O w w O 7 , Ln A ST CRETE LINTEL N REQ/D. NO POWER N STEEL Ln ul UJ O? O wo VoO oQQ t7l oZWZ wd �m0 < aO Z t, ~ P ; W Q Z O~ V/ �%) �w0LLz°a g =a�oog do oO O�0 0� �FTT- - Q. Na�Uo 0 0 0 0 00 t--� J o z H 60 00 H H 00 o0 1--- O dam' J ¢ ¢ w ~ O re) W a~LL Z .. F_ LL O Q O UJ g Z o V F 00 00 1- - O V _ O o o z J a MIN. - - MIN . SCALE: AS NOTED MIN. Z PLOT DATE : 12/7/2012 TECH: AQUINONEZ OVERSION NO. E EO E E 1122 OO JOB N0: 17-1800 LINTEL PLAN F& G LINTEL PLAN D SHEET NO, , „ LINTEL PLAN AIIB & C SCALE: Y4"=1'-0Ya„_" SCALE. -1 -0 L 1 SCALE: Y4"=1'-0"