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• . i. GENERAL CONCRETE LINTEL ALTERNATE POWERS C C SCHEDULE ❑ • • • • Q • ' °7 APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL F F E F M 8F8-1 B/1 T O — O o I 8F8-OB/1 T ❑ o I Z AI Uill TYPE DESIGNATION #1REBARATTOP #5REBAR ATTOP - MIN. (1) REUD Q 1-1/2" CLEAR J ❑ I • • • • F =FILLED WITH MIN. (1) REQ'D I GROUT / U = UNFILLED a ° -1l2" I 8RF14 1B/1T 8RF14-0B/1T R = RECESSED CLEAR o I ' OL ° © O QTY. OF #5 O REBAR @BOTTOM Z ❑ ° �','° OF LINTEL CAVITY J a .M.U. w ^ 0 ,6 °° �v•r " �v•v �r Q W °� ° LU a C.M.U. F F — 8F16— B/1T o aIS � a n - _ U011": Z GROUT � cw wrnO tNOMINALL QUANTITY OF 5 REBAR AT o a J r • O W J O WIDTH #5 REBAR AT a BOTTOM OF ¢ F D n D (/� N -_______________�—__---_� • • • • • • • p w n u� #5 REBAR AT BOTTOM TOP LINTEL CAVITY • 8F20-OB/1T 8F20-1 B/1T 8F16-OB/1T 8F16-1B/1T NOMINAL —BOTTOM F a 0 p Q �, Q AS INDICATED (j�� 0 0 O O /ram HEIGHT REINFORCING 6 y M 7-5/8"ACTUAL � 0)� M PROVIDED IN 8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS 1-- E @ � M y- .•04 v - (VARIES) STEEL BOXED LINTEL — O O ,- a `� • ° �• '� = a) L tL CD Rig -00 POWERS STEEL BOXED LINTEL NOTES (ALT.) i °' � U m t° � MATERIALS r; 1. f'c precast lintels = 3500 psi. • • ° ` ° ° ' ° ° ° ° ` ° 2. f'c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN < o Q CL o specifications for installation. 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's s 8RF6-OB/1T '-. ,e a :v , , o ". � :� , p 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/ N o B n o minimum net area compressive strength = 1900 psi. ❑ ° inimRefer to manufacturer's specifications. 1 6. minimbar per ASTM A615 Grade 60: 3. If lintel is scratched or damaged refer to Powers Steel for repair. Prestressing strand per ASTM 0. grade 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. ar •', 7. 270 low relaxation. + a+ 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to • ° • ° `..= 8. Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications 8F20-1 B-2T • °� A ! • `°` • • • GENERAL INSTALLATION NOTES Z (A vd` s• d • • O8RF22-1Bl1T 8F24-0B/1T 8F24-1B/1T 1' Provide full ) Z W Qo �.'='� 2. Shore filled Imtelsr as required. bed Dints. .N r�' cs a a O O ❑ 3. Installation of lintel must comply with the architectural and/or structural drawings. /�/ o a ii a 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W -,E ` vertical cell reinforcing and grouting. W V•?� ' `v 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and Z C m o wa�� longer with a nominal height of 8" meet or exceed L/180. m 6. Bottom field added repar to be located at the bottom of the lintel cavity. Z N � i° W � ° ° , `v . ° 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. a 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete {UCZ ° s ° masonry units. r' s ° ° ° ° " 'd ° ° ° ° ° ° ° , ° 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ❑ v • r . v • v ,° % . ' _ 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. F %° ° ° ° ° ° ° " 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have O a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information; and coating. belief, the structural plans and specifications contained ° s ° ° , ° ° ,'° a ° , v , v , 12. All lintel dimensions shown are "overall" lintel lengths. within these drawings comply with the Florida Building LINTEL PLAN NOTES: Code 5th Edition (2014) Residential. Engineer's signature 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) and seal is only for the structural engineering portions of loads shoud be checked for combine loading with the following equation: the drawing pages bearing Engineer's signature and seal. ° Applied vertical load Applied horizontal load 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. °`,•° ter`°° vs•°` v`•° 9�•° 'e`'r' °•°' 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 8F441B/1T8F400B/1T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH o ® © ® O A O O O THE ELEVATION DRAWINGS p 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER j 3 M o LINTEL HEIGHT.4 M 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED F Q V .M Ln O O a. � � d- FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED N � FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Q U Ln a Z E00 POWER STEEL LINTEL IS AN ADEQUATE w o F- F SUBSTITUTION @ ALL LOCATIONS UNLESS W o O � NOTED OTHERWISE AT OPENING LOCATION O Z W 0_�0 '+ ❑❑/ LLJmQ UH-g�00 �ZZQU ZU X < =�Zw�Z agoLO ,-i °=o�WN ,_ aOz° Ce ❑L MIN. o 3: 5 Ln D1 11714 n I� J calf cYce c,..)) w000� -a O O�Lu fu Z O Lu C, Z UJ Z w UU Q O J N Lufl0LE > pa � w�WOi.�.zQ Q aauJoo >>aLL Lr) 0 ,—I opza F_ O LL LU a u_ Z . .. I- > ~O g z z J a J OSCALE : AS NOTED MIN. PLOT DATE: 12/7/2012 O MIN. O TECH: ERAND LINTEL PLAN VERSION NO. 100 SCALE: %4'=1'-0" JOB N0: 16-6652 SHEET NO. L 1