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' � rl Ill 111•' f 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 / e 0 Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ■ ■ i i i i i i ■■ ■ : ■ -. : '.I�aG EI�Tf�e EiI��E EII�1e�E ONE eppme on MS no F No No Im so 0 E F no no� R Li ICU TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T a ro tNOMINA L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5 REBAR ALTERNATE POWERS MIN. (1) REQ.D G e LEAR STEEL LINTEL • e 2 ° G M.U. #5 REBAR AT TOP � e° MIN. (1) REQ'D- = a a z • • Z e 4 GROUT &D ° n J ° V) Q � L. 5 REBAR AT = v~i w ° BOTTOM OF , U)W Lu OF LINTEL CAVITY W ouJ -BOTTOM o Ir 0 O Z REINFORCING a C o m J 6 cr _ 7-5/8"ACTUAL PROVIDED IN Z O w n 8" NOMINAL WIDTH LINTEL a =' a 3 (VARIES) Lu (n cr r� ' 1-1/2" CLEAR MATERIALS 16 GAUGE POWERS cTi precast lintels = 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. specifications for installation. manufacturers m r t f Reeo a Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers 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 cemenbtiuos 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 CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING CONNECTOR FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL (SEE PLAN) BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR HOOK LINTEL • REINFORCING 4. . :: ;.. • .• ••••��••.•� r .• •. •' ..� : i..*�• ..Y' - to INTO SIDE :•!., �.• ,•y.. �• .•: :, •�• y. •'• `a F� VERTICALS .��. Z a PROVIDE 3"x3" HOLE ' • ' IN BOTTOM OF ' PRECAST LINTEL TO '• . '�' EXTEND WALL REINF' THROUGH AS REQ'D, PROVIDE STD. ��•I�': 90° HOOK W/ MIN. .;' ; REBAR BOTH SIDES �' ; REBAR BOTH SIDES 25" LAP SPLICE OF OPENING U.N.O. OF OPENING U.N.O. •.: �' ON EA. END 12" OR LESS '• 4 •' ,�• �;_'-: ':- .�- •< . INDICATES PROVIDE . • 1 ° :. 1 FILLED CELL KNOCK -OUT j r , i• ` FROM FTG. TO BLOCK FOR FIRST i' e: BEAM w/ (1) #5 COMPLETE CMU `. •: ', .; �' BAR • ' COURSE BELOW SILL & FILL SOLID ' ' • " ' ' '' ' W/ (1) #5 BAR „ CMU U.N.O. y y ' . TYP. DOWEL 25" MIN LAP • (AC1530) �..; ..' ; •' •� : is : , ;•• .: .•,,:�. r '• '� •. SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION IS24 SHEAR FRAME cv SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = T-0" REVISION 10-19-16 O 4'-6" LL (2) 4'-6" LL O 5-8" LL O MIN. 17'-4" LL O 8'-8" LL E 6'-0" LL (2) 4'-0" LL LINTEL PLAN SCALE: Y4"=1'-O" N 0 O a ;_ as -o > W o � es a ev e C 10 c.) N m x a N la O ► V) -0 N S y W O t0 Q � lV . CD H s c m c = Q cc i A y N S7 N C O N E� c �o a� 0 I r R VV,,� �; O A`4J L% :t G /''7,'•//i/i i l t 4111�%�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA W vE V go y -. C N 0 °o S. rn n I` _ J M M V # u .4J I LL w ILw 0 JLLLL t m o � =04 o W r°npjO' m Z �5 N Z Z N O U v W ID v M � Z N Z OD Z C CD U) - N N Z v (D o U- P C/D, U UST`►w 0 w g In c N J AMw F- E t $ I < C4 i CC)J� w c7 M . z z _! U_ E ra E N ¢ o Q a c r9 �o o oQ D q O <=m W z 9 = w U Z Zo F Z` in v m aW �z $ 3 0� go a oLL az �F p ¢ 0 I o tiZ Jz c¢ 3 MO a CI), 0Ia o 3 = E2O L6 O 0 L co r U')L , Q r CO T N ca LO H o = o LO M 0) 0000 N r' T QLO ai W M 7 Lr7 o Z Z y E r c a 0 _J Q O _J JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. 7