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• +'" ��' GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS .': • • • • APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY STEEL LINTEL z F E F F o I O — O o I , Z I O ® TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP71 Z I MIN. (1) REQ'D MIN. (1) REQ' Q F =FILLED WITH Q 1-1/z" CLEAR • • • • GROUT / U = UNFILLED d -1/2" I 8RF14-1 B/1T 8RF14-0B/1T R = RECESSED CLEAR " I ° OIL • , © O QTY. OF #5 ° c — ° ° I� REBAR @ BOTTOM D Z 4k•,OF LINTEL CAVITY G M.u. Q p I "� a w °° w cn Q C.M.U. 8F 16— B/1 T Zo ` XN �1t W %z e° GROUT -,� z •, •, •, •, tNOMINAL. a •� , QUANTITY OF °o yOW,•'.5 REBAR AT ' • • • • • • • • WIDTH #5 REBAR AT ° BOTTOM OF Q 0 � � D D -------------------------------- TOP LINTEL CAVITY 0 w to ° iii .44 5 REBAR AT BOTTOM � C N 8F20-OB/1T 8F20-1 B/1 T 8F16-0B/1 T 8F16-1 B/1T NOMINAL-OTTOM F a p p ILL Q Q AS INDICATED 00 HEIGHT REINFORCING CD LL~� Q m N © O O O 7-5/8"ACTUAL PROVIDED IN 8" NOMINAL WIDTH LINTEL U O cM Cl) W C ro Q 16 GAUGE POWERS '. 0 ` ., • • ; lk"; i (VARIES) STEEL BOXED LINTEL — O MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) U (ch 1) 'o Y F- 1. fc precast lintels = 3500 psi. Of d a- o • • `' `' •`' `' 2.fcprestressedlintels=6000psi. ONLY IF NOTED ON LINTEL PLAN 0 v a Q 8RF6-0B/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. a' a o . ; . ; . 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/ Refer to manufacturer's specifications. 11,C B , o • C minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or re refer to Powers Steel for damaged air. Al If 6. Rebar per ASTM A615 Grade 60. g p • ° Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required at top 7. 270 low relaxation. see lintel plan/details for bottom steel required. E D• �' ' ° '. • • ', • 7/32 ware per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to ;; • • ; applying the cementitiuos coating. See contractor specifications 8 . Mortar per ASTM C270 type M or S. O •- °' ' 'fir. °�° r 8F20-1B-2T • '•' • a � j • © • • Le• GENERAL INSTALLATION NOTES �� • • ` • I 8RF22-1 B/1 T 1. Provide full mortar head and bed joints. —, a 8F24-OBIT 8F24-1B/1T • O I 2, Shore filled lintels as required. ° ;' •• ;, O 3. Installation of lintel must comply with the architectural and/or structural drawings. Z UL rn 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate " a LU vertical cell reinforcing and grouting. a w` LL 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'lied vertical load Applied horizontal load -4" and In n rn F • • ;' • longer with a nominal height of 8" meet or exceed U180. Z o , cl _ • '• : • ; 6. Bottom field added rebar to be located at the bottom of the lintel cavity. m • ; . ; �', , • , 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z "2 m ' 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. W' "o w ¢' 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 U v ` ' 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. F 0 ❑ • ' ` ' 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ' ` ' ' . • ' . • ' , • '. • ' , • ° % • ` ' a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and%cifi coating. belief, the structural plans and specations contained �', , 12. All lintel dimensions shown are "overall" lintel lengths. within these drawings comply with the Florida Building Lintels loaded simultaneously itcai (gravity and uplift) horizontal (lateral) LINTEL PLAN NOTES: Code Edition for Residential. Engineer's signature 13. muy wver(grav) anzon ' � ° % . • =� � % • • = � % • • � � • • • and seaall is only for the structural engineering portions of %loads shoud be checked for combine loading with the following equation: '•,'• "•,'• '•,'• ' ' '• �,• PP PP 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. the drawing pages bearing Engineer's signature and seal. • ', • . , . , :,. ILI Safe vertical load Safe horizontal load <1,0 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. • • • • • • • • • • • • • • • • 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 8F44113/1T8F40OB/1T 8RF400B/1T 81=321B/1T 8F32OB/1T 8RF301B/1T 8F28OB/1T 8F281B/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH O O © © ® ON ® O 0 OS THE ELEVATION DRAWINGS z0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER '-' 4'' LINTEL HEIGHT. ? cn M o M F 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED Q M l^n FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O o FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. U ''^ a .. Q U Q00 E POWER STEEL LINTEL IS AN ADEQUATE w o SUBSTITUTION @ ALL LOCATIONS UNLESS F W —' CD NOTED OTHERWISE AT OPENING LOCATION J f O Oz LL1 Z u- O a HoZcoo a zyz U FZ > S Z ZZW Z l7 z p a W argU 0o O V) UxOSwN ~aOZOO rl w=w MIN. LO o n 5.1 N 6 Ln Q IC J !- w0N� w uw000w Z O O O W W z?'lva!iz fu Z O -10ZOO J W^t Z � a8 to � �W°�Za Q =agog !a- Uw- y 1 ^, V) X - Z r� J QaYw T..� 0. Z Z 0 � � u. > ~O g Z Z J a J E SCALE : AS NOTED MIN. O PLOT DATE : 12/7/2012 F MIN. O TECH: ERAN D LINTELPLAN VERSION NO. _ . SCALE: Y4 -0" 100 JOB NO: 17-5176 SHEET NO. L 1