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t GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and 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. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 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 coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Sae vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 7-7 o 'o 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ; ® 1,© O O O• O O o 8RF14-1B/1T 8RF14-OB11T 8F16-0B/1 8F44 1 B/1T8F40 1 B/1T 8RF40OB/1T 8F321B/1T ® © ® 8 T • ;� '. FORAM do GROUT SOLID •�• O ��♦ IN�'. U O O O #5 BAR COW. 8F16-18/1T 8F12-1B/1T ® o O O 8F20-06/1 T ® V' LINTEL DETAIL SCALE = N.T.S. I 1 Yrt UCJItaIVHI IVIV #SREBAR ATTOP ALTERNATE POWERS F = FILLED WITH MIN. (1) REQ'D GROUT ESS UNFILLED a 12" STEEL LINTEL R =RECESSED CLEAR QTY. OF #5 , 6° REBAR @ BOTTOM OF LINTEL CAVITY rs G ` M.U. #5 REBAR AT TOP_:Z w 44 ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T a Z GROUT < tD f J �, a � c.M.u. NOMINA QUANTITY OF 5 REBAR AT = 0 c~it w WIDTH #5 REBAR AT e BOTTOM OF a (n z u TOP LINTEL CAVITY w w O rn Cn pUr NOMINAL-° OTTOM o Ir d o 1- HEIGHT REINFORCING IX < dCO ' z 7-5/8"ACTUAL PROVIDED IN Z LL p w m 8" NOMINAL WIDTH LINTEL O uJ � ND 115 REBAR AT AS INDICATED OTTON (VARIES) �5 a: a MATERIALS 16 GAUGE POWERS c precast intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 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 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O O 9'-0" LL LINTEL PLAN -A SCALE: %4"=1'-O" ay-y cv Z o i W V Omer- O to v ch N _ M p H t7 N Q W N m cu > E r g] U f; (_ V V N'ref i \\ �OF%SStONr�l� fir' 1\� r!f«lf(fltttl`t1't To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficat om contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. N 0 co Q 8 O w CD to tn04r� # 20 N O 2 # ti N M V S J Q JLLLL 52 W wa Z L D. o _ o W = �Nc° W m w Co 0 Z LO M Z C J N J 0 Z O U cQi U) W ❑ ❑ v 0Mc Z N co zco Q a U J a � cNn N Z � o V Q pA •O W 8 N Ly N U W J <V m 8 Q o w M $ z M S Z O Z 0 Q E n w° _-® co x 0 Z - Z p a 0 O N E w0 wz 0 W W �i ro Q . ro o ZU Z v m aw fn J F 1 Z N $ 5U W wLL a Q mw y� i3 J �F o w, >° cD a za �3 `O = a ` J > l C) Om c� Q) L T (o TT ch Y (9 m LO O R M coN Q M N Lo T Q � T M ` o m r� i i N Z Z E T y r m E c 0- U -1 Q p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 7 I 1 Yrt UCJItaIVHI IVIV #SREBAR ATTOP ALTERNATE POWERS F = FILLED WITH MIN. (1) REQ'D GROUT ESS UNFILLED a 12" STEEL LINTEL R =RECESSED CLEAR QTY. OF #5 , 6° REBAR @ BOTTOM OF LINTEL CAVITY rs G ` M.U. #5 REBAR AT TOP_:Z w 44 ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T a Z GROUT < tD f J �, a � c.M.u. NOMINA QUANTITY OF 5 REBAR AT = 0 c~it w WIDTH #5 REBAR AT e BOTTOM OF a (n z u TOP LINTEL CAVITY w w O rn Cn pUr NOMINAL-° OTTOM o Ir d o 1- HEIGHT REINFORCING IX < dCO ' z 7-5/8"ACTUAL PROVIDED IN Z LL p w m 8" NOMINAL WIDTH LINTEL O uJ � ND 115 REBAR AT AS INDICATED OTTON (VARIES) �5 a: a MATERIALS 16 GAUGE POWERS c precast intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 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 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O O 9'-0" LL LINTEL PLAN -A SCALE: %4"=1'-O" ay-y cv Z o i W V Omer- O to v ch N _ M p H t7 N Q W N m cu > E r g] U f; (_ V V N'ref i \\ �OF%SStONr�l� fir' 1\� r!f«lf(fltttl`t1't To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficat om contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. N 0 co Q 8 O w CD to tn04r� # 20 N O 2 # ti N M V S J Q JLLLL 52 W wa Z L D. o _ o W = �Nc° W m w Co 0 Z LO M Z C J N J 0 Z O U cQi U) W ❑ ❑ v 0Mc Z N co zco Q a U J a � cNn N Z � o V Q pA •O W 8 N Ly N U W J <V m 8 Q o w M $ z M S Z O Z 0 Q E n w° _-® co x 0 Z - Z p a 0 O N E w0 wz 0 W W �i ro Q . ro o ZU Z v m aw fn J F 1 Z N $ 5U W wLL a Q mw y� i3 J �F o w, >° cD a za �3 `O = a ` J > l C) Om c� Q) L T (o TT ch Y (9 m LO O R M coN Q M N Lo T Q � T M ` o m r� i i N Z Z E T y r m E c 0- U -1 Q p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 7 1 Yrt UCJItaIVHI IVIV #SREBAR ATTOP ALTERNATE POWERS F = FILLED WITH MIN. (1) REQ'D GROUT ESS UNFILLED a 12" STEEL LINTEL R =RECESSED CLEAR QTY. OF #5 , 6° REBAR @ BOTTOM OF LINTEL CAVITY rs G ` M.U. #5 REBAR AT TOP_:Z w 44 ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T a Z GROUT < tD f J �, a � c.M.u. NOMINA QUANTITY OF 5 REBAR AT = 0 c~it w WIDTH #5 REBAR AT e BOTTOM OF a (n z u TOP LINTEL CAVITY w w O rn Cn pUr NOMINAL-° OTTOM o Ir d o 1- HEIGHT REINFORCING IX < dCO ' z 7-5/8"ACTUAL PROVIDED IN Z LL p w m 8" NOMINAL WIDTH LINTEL O uJ � ND 115 REBAR AT AS INDICATED OTTON (VARIES) �5 a: a MATERIALS 16 GAUGE POWERS c precast intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 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 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O O 9'-0" LL LINTEL PLAN -A SCALE: %4"=1'-O" ay-y cv Z o i W V Omer- O to v ch N _ M p H t7 N Q W N m cu > E r g] U f; (_ V V N'ref i \\ �OF%SStONr�l� fir' 1\� r!f«lf(fltttl`t1't To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficat om contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. N 0 co Q 8 O w CD to tn04r� # 20 N O 2 # ti N M V S J Q JLLLL 52 W wa Z L D. o _ o W = �Nc° W m w Co 0 Z LO M Z C J N J 0 Z O U cQi U) W ❑ ❑ v 0Mc Z N co zco Q a U J a � cNn N Z � o V Q pA •O W 8 N Ly N U W J <V m 8 Q o w M $ z M S Z O Z 0 Q E n w° _-® co x 0 Z - Z p a 0 O N E w0 wz 0 W W �i ro Q . ro o ZU Z v m aw fn J F 1 Z N $ 5U W wLL a Q mw y� i3 J �F o w, >° cD a za �3 `O = a ` J > l C) Om c� Q) L T (o TT ch Y (9 m LO O R M coN Q M N Lo T Q � T M ` o m r� i i N Z Z E T y r m E c 0- U -1 Q p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 7 LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 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 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O O 9'-0" LL LINTEL PLAN -A SCALE: %4"=1'-O" ay-y cv Z o i W V Omer- O to v ch N _ M p H t7 N Q W N m cu > E r g] U f; (_ V V N'ref i \\ �OF%SStONr�l� fir' 1\� r!f«lf(fltttl`t1't To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficat om contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. N 0 co Q 8 O w CD to tn04r� # 20 N O 2 # ti N M V S J Q JLLLL 52 W wa Z L D. o _ o W = �Nc° W m w Co 0 Z LO M Z C J N J 0 Z O U cQi U) W ❑ ❑ v 0Mc Z N co zco Q a U J a � cNn N Z � o V Q pA •O W 8 N Ly N U W J <V m 8 Q o w M $ z M S Z O Z 0 Q E n w° _-® co x 0 Z - Z p a 0 O N E w0 wz 0 W W �i ro Q . ro o ZU Z v m aw fn J F 1 Z N $ 5U W wLL a Q mw y� i3 J �F o w, >° cD a za �3 `O = a ` J > l C) Om c� Q) L T (o TT ch Y (9 m LO O R M coN Q M N Lo T Q � T M ` o m r� i i N Z Z E T y r m E c 0- U -1 Q p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 7