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• ` �`" "°fie "` GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS • • • • ° • APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL F F F z M O O o 8F8-1 B/1T 8F8-0B/1T • ,'', •,; • °•a; •,,y Z CO I O ® TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP Z F = FILLED WITH MIN. (1) REQ'D MIN. (1) REQ' Q 1-1/2" CLEAR Q J I • • • • GROUT / U =UNFILLED ° � CLEAR I 8RF14-1 B/iT 8RF14-OB/1T R = RECESSED I ' © O QTY. OF #5 G ° % •) REBAR @ BOTTOM F D C Z ; �'° ' a �'° OF LINTEL CAVITY a M.U. w Q (/) U LU Z a ° GROUT r `'Q o /i F •U Ln QUANTITY OF ° o O O �a ~ •' •' NOMINAL. L 5 REBAR AT w J N i� E • • • ° • • • • • WIDTH #5 REBAR AT ° O BOTTOM OF ¢° w D D #5 REBAR AT BOTTOM � y M -------------------------------� TOP LINTEL CAVITY 8F16-OB/1 T 8F16-1 B/1T NOMINAL— ° a a - = AS INDICATED r 8F20-OB/1T 8F20-1B/1T -BOTTOM 00 0 0 m O O O O HEIGHT REINFORCING LL a � N M f� E N-2O M 7-5/8"ACTUAL PROVIDED IN LU 8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS p •— CV ° . , a i ° (VARIES) STEEL BOXED LINTEL = — s <� • MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) loin a) 15 'i to ao ^Zrn rnQo 1. fc precast lintels = 3500 psi. C �e LO 0 v ONLY IF NOTED ON LINTEL PLAN 0 • ° • 2. fc prestressed lintels = 6000 psi. 8RF6-OB/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. ° , , ; . v s , ; v 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 manufacturer's specifications. A 1 N c s D c minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 70 low relaxation. X"",d ,6. Rebar per ASTMA615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required.7. 270 low relaxation. UL . '7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to2 ' applying the cementitiuos coating. See contractor specifications`" 8. Mortar per ASTM C270 type M or S.d<"A ''s.,� N f ° • 8F20-1 B-2TNL 0- K • • • ° • GENERAL INSTALLATION NOTES flu),e°��Provide full mortar head and bed joints.(� ° d O 8RF22-1 B/1 T 8F24-OB/1 T 8F24-1 B/1 T�' J 2. Shore filled lintels as required. u, 3, Installation of lintel must comply with the architectural and/or structural drawings. 0 co � z rLU O 4. U Lintels are manufactured with 5-1/2" long notches at the ends to accommodate J O O U-Li I cell reinforcing n r tin `a 9 . 4. vertical e and grouting. g Q v 4 (3 5, All lintels meet or exceed L/360 vertical deflection, except lintels 1 T-4" and Z O c',at longer with a nominal height of 8" meet or exceed L/180. ° 6. Bottom field added rebar to be located at the bottom of the lintel cavity."c7 ' ° s • a° , . a e'`,'v a ° 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.LL ...... q 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete W E S Si W s: s: °, • masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 F R pat its IFt 110 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 To the best of the Engineer's knowledge, information, and a coating of stucco applied in accordance with ASTM C-926 or other approved a belief, the structural plans and specifications contained Coating. ,, w° - a•- a,- - ,- av•� , '•s'v , •. , • , . . ° , . a °,,', •,•, °, 12. All lintel dimensions shown are "overall" lintel lengths. Code 5th Edition (2014) Residential. Engineer's g 'sBsignature 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) LINTEL PLAN NOTES. and seal is only for the structural engineering portions of 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. Safe verticalload Safe horizontal load <1,0 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE �,• a.• a - ° �• ASSUMED TO BE 16" MINIMUM DEPTH. • • • • • • • • • `° • • • • • • `° • 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE o 81F441B/1T8F400B/1T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/lT 81728113/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH ® © ® o THE ELEVATION DRAWINGzO a �OA OO an4-THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER 5 LINTEL HEIGHT. o M 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED F Q �n .f0 n FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED F FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. ¢ l C V ry ,M_I Q 0- CO E fu POWER STEEL LINTEL IS AN ADEQUATE w o F ALL LOCATIONS UNLESS J SUBSTITUTION O � W� NOTED OTHERWISE AT OPENING LOCATION O � Wz F U_o W m Z CL Z > �o�zaoo ZQ<UZ< SO �?ZF'Z_J2a�EDCe VU �O "I— apZp Ore)O � � J MIN. � n 5 Ln D1 Ln a LU J I— <pa <ZU� "I-°m2 O O O= w � H Z lO WObo�z N (DQ_JwUo > J N Q o8LU LL LL> g O a LUWawOLLZQ O /J EO Lr) 1.) LL Z J O w O J a�W w Q~� O rn O LL Z U. F— > O g z Z J a J OSCALE : AS NOTED MIN. PLOT DATE : 12/7/2012 O MIN. O TECH: MJAMES LINTEL PLAN VERSION N0. SCALE: %4"=1'-0" imo JOB NO: 17-5174 SHEET NO. L 1