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• �' GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS • • • • a APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY STEEL LINTEL F E F Z CO) 8F8-1B/1T 8F8-013/1T Z TYPE DESIGNATION 4 REBARATTOP #5REBAR ATTOP 7-77-77 Z Q J '' •' IN. 1 REQ'D � () MIN. (1) REQ'D - j • • • '' • F =FILLED WITH Q 1-1/2"CLEAR i GROUT / U = UNFILLED a 1/2" l 13 8RF14-1B/1T 8RF14-0B/1T R = RECESSED CLEAR iEl- 4k•L ' © O QTY. OF #5 ° p REBAR @ BOTTOM Z ` OF LINTEL CAVITY M.u. a - N�a W C.M.U. 4) � K o - I L zGROUTuw�oZ /i tQUANTITY OF 5 REBAR AT 0) aJ \ \ OW•tNOMINA L o "E #5 REBAR AT pBOTTOM OF Q � a � D D ViO _------� • • • • • • WIDTH O ------------------------ TOP LINTEL CAVITY o to y ' 5 REBAR AT BOTTOM 8F20-OB/1T 8F20-1B/1T 8F16-OB/1T 8F16-1B/1T NOMINAL OTTOM <aoo 1�10 �, o AS INDICATED ° r_ HEIGHT REINFORCING —~ a m I�r/I '� U a) M 7-5/8"ACTUAL PROVIDED IN LU c m M 81 NOMINAL WIDTH LINTEL 16 GAUGE POWERS ~ E C co ; • ° : i ° (VARIES) STEEL BOXED LINTEL MIN 0 -00 = L , , ` MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) U y CO 1. fc precast lintels = 3500 psi. �e � o 2. f'c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN O v • e• P p Q rn rnQ 6 8RF6-0B/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. . ° , ; . 4. maximum 3/8" aggregate and 8" to 11"slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturers specifications. A minimum net area compressive strength =1900 psi. �en c ' 3. If lintel is scratched or damaged refer to Powers Steel for repair. ° , • ; . . ; ; . , ; ° ; , . ,,; 6. Rebar per ASTM A615 Grade 60. at t? € g - < . Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required op B D. ° ,• a , 7. 270 low relaxation. see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to rn • • ° • • 7/32 wire per ASTM A510. applying the cementitiuos coating. See contractor specifications N LQ , 8. Mortar per ASTM C270 type M or S. 8F20-16-2T • .•'. �• : °' :` o ;!', * • • • a• GENERAL INSTALLATION NOTES N_ 8RF22-1B/iT 8F24-OB/1T 8F24-1B/1T 1. Provide full mortar head and bed joints. ®�4 tzL t Shore filled lintels required. `` �" °,i ° • '.` . • O 2. as) Z ' o, a, L� O O O 3. Installation of lintel must comply with the architectural and/or structural drawings. ii- Nevi nNi. - -c.- wall] 4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodate _ a m o, 4 •Lu vertical cell reinforcing and grouting. • , ,° ° , ° , i 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4"and Q longer with a nominal height of 8" meet or exceed L/180.IL a �'"' °' i Bottom field added rebar to be located at the bottom f the lintel e° .° a 6. ca o e cavity. z W. E ° . • , . ° , •`, • , 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. W Q a'0,� � m ° 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete,, �), . &,. ;a* O masonry units. O U U m �— ' ° • ° ° .1 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 F11 ❑ ° . ° . 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. o ^� 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have To the best of the Engineer's knowledge, information, and a coating of stucco applied in accordance with ASTM C-926 or other approved . • . ° ' s ° ° . ° .° v . ' • ° belief, the structural plans and specifications contained ° - Coating. within these drawings comply with the Florida Building 12. All lintel dimensions shown are "overall" lintel lengths. LINTEL PLAN NOTES: Cod seal is only for the structural engineering portions de 5th Edition (2014) Residential. Engineer's signature 13of , Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) an ° ' ' , the drawing pages bearing Engineer's signature and seal. • '' '';`° loads shoud be checked for combine loading with the following equation: °,. Applied vertical load Applied horizontal load 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. UA Safe vertical load Safe horizontal load <1 .0 2-UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE I I U10"Ll" ASSUMED TO BE 16" MINIMUM DEPTH. • • • • • • • • • • • • • • • • 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 81`44 113/1T 8F40 OB/1T 8RF40 015/1T 8F32 1B/1T 8F32 013/1T 8RF30 1B/1T 8F28 013/1T 8F28 113/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH Z N © ® O ® O O O THE ELEVATION DRAWINGS p au 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER c~n � w 4 > o LINTEL HEIGHT. M o O5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED Q cn -v Ln FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O n o FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. o. U_ ��,M� Q a00 POWER STEEL LINTEL IS AN ADEQUATE w o SUBSTITUTION ALL LOCATIONS UNLESS F LU J NOTED OTHERWISE AT OPENING LOCATION 0 < 0��Z W m Z I- ca Z}0C OL ZQZav°d f Z Z Z 0gL�_3 }aU Ou.) AA i� N M U o 1` v° F O s W N apZO MIN. O n 5 Ln D1 N � Q OL ioLU 0Zcao U uu W J Z O zpflrzz Z 6a z'a` o�0 Z�WUP w 5 JN HHZa- C:r) L ce- J)w¢O w O LL UJ a~R Z. .. I— LL > g Z ►Z O SCALE : AS NOTED MIN. PLOT DATE: 12/7/2012 O MIN. E TECH: FGUZMAN LINTEL PLAN VERSION NO. 100 SCALE: Ya"=1'-0" JOB NO: 17-1799 SHEET NO. L 1