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• �� GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS v v v • • • • • ° ' ° ° ' ° APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY STEEL LINTEL F E F z M 8F8-1B/1T 8F8-OBo/1T O — I O I °dv vav z co TYPE DESIGNATION #5REBARATTOP #5 REBAR AT TOP MINL z MIN. o l • • • • F = FILLED WITH . (1) REQ'D Q 1-1/2" CLEAR Q I GROUT / U =UNFILLED a I 8RF14-1 B/1T 8RF14-OB/1T R=RECESSED c CLEAR q QTY. OF #5 0 REBAR @BOTTOM D Q ° , ; ; R OF LINTEL CAVITY = aC.M.U. p Z O ° <= aW W a C.M.U. — O'B/1T ¢ a `a U, , a`e• `ve• ,`°`• '9 ? da GROUT F=-Uww `\Q o � (�� ® 'N ° •°• QUANTITY OF o' o_ �, O ~ •' tNOMINAL.5 REBAR AT o CO W E #5 REBAR AT a BOTTOM OF ¢ � � o D D ---------- I • • • • • • • • WIDTH O p w U) � #5 REBAR AT BOTTOMLo -------------� TOP LINTEL CAVITY 8F20-OB/1T 8F20-1 B11T 8F16-0B/1T 8F16-1B/1T NOMINA OTTOM Tapp �Q p, dQ AS INDICATED o HEIGHT REINFORCING LL Q 0 0 7-5/8"ACTUAL O U )M O O � PROVIDED IN 8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS F. E � � M • o . , ° i • ° (VARIES) STEEL BOXED LINTEL 74— U O o 0 sv n v �s e�•v s° mumco MATERIALS W MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) V U a) o 0 6 ; c 1. fc precast lintels = 3500 psi. ONLY IF NOTED ON LINTEL PLAN Y 11 Q � • ° • ° ` ° `_ 2. fc prestressed lintels = 6000 psi. o �r 3. routed per ASTM C476 f = 3000 psi w/ Q rn rn Q o 8RF6-0B/1 T g p g p 1. Refer to manufacturer's specifications for installation. a ° , , , ° , ; . 4. maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. L 5. Concrete masonry units (CMU) per ASTM C90 w/ N C B D C minimum net area compressive strength = 1900 psi. Refer to manufacturer's specifications. a °. 6. minimRebaper ASTM A615 Grade 60. 3. If lintel is scratched or damaged refer to Powers Steel for repair. „q Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required at top B D. ° •°• ° 7. 270 low relaxation. see lintel plan/details for bottom steel required. 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to 6 i • ° • ° 8. Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications N + F � m ° 8F20-1 B-2T • .�'. °• ° • .``�°'� e ''''`=. • • • • GENERAL INSTALLATION NOTES O 8RF22-1 B/1 T ° Provide full mortar head and bed joints. ` o �� 2 e 'So 0 0. °D •, 8F24-OB/1T 8F24-1B/1T 1' O Z � F Z 2. Shore filled lintels as required.' _ O O 3, Installation of lintel must comply with the architectural and/or structural drawings. LINTEL PLAN NOTES . ` ".•� O "•' �' 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate {V ' w %- vertical cell reinforcing and grouting. LU a_ " •°�'v °-'v, `•'. ;•0'. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4"and 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Z a� longer with a nominal height of 8" meet or exceed U180. ° ° °` '° ° '° ° �• 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 2-UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE N m °,? °°"�,� 7- 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. LL Z C,', r r " 8. p v p p ASSUMED TO BE 16" MINIMUM DEPTH. W a °' J° ;', ; Cast -in -place concrete may be provided in composite lintel in lieu of concrete � ® masonry units. w o ID t g 9 Y p 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE `R'/Etj g. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 °: 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 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and coating. THE ELEVATION DRAWINGS belief, the structural plans and specifications contained within these drawings comply with the Florida Building 12.All lintel dimensions shown are "overall"lintel lengths. 4-THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER ( ) esidential. Engineer's signature °> ° °;', . °:'+ . 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) code al Edition r the R ° ° ° loads shoud be checked for combine loadin with the followin a uation: LINTEL HEIGHT. and seal is only for the structural engineering portions of 9 9 q the drawing pages bearing Engineer's signature and seal. Applied vertical load Applied horizontal load `.� eo 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED o` • o` • Safe vertical load Safe horizontal load U10,11%_11 FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. 8F441B/1T8F400B/1T 8RF400B/1T 8F3216/1T 81F320B/1T 8RF301B/1T 8F28013/1T 81F281B/1T O �J O ® © ® POWER STEEL LINTEL IS AN ADEQUATE O SUBSTITUTION @ ALL LOCATIONS UNLESS > NOTED OTHERWISE AT OPENING LOCATION F a cn fu Ul Cn U fu Q� Z E cv W O W J� O OZ w LL 0 L, Z LU oZoo QaU<zUz x�zwl Z U Z un a W nrgU �o O S O= W N MIN. O p � LU Z O re) � J 5 '-i D1 N N e0'**4N Ln J F" U L <ZU w Z E00> m� o°00 0Z� -a zWz N&2 z (<U-J P UJ ~<2LL ! >oa LUWOu_Z< O a Lu 0 Ce 0 i- � o �aoZ< Lu O O J J Y LU LL a< Z i- u_ MIN. O > I—' z Z 7L z 0 g � F MIN. O SCALE : AS NOTED O PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 5mll JOB NO: 17-5175 LINTEL PLAN SHEET NO. SCALE: /4"=1'-0" L 1