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ALTERNATE POWERS 0J•:' : STEEL LINTEL .. ., Z 8F8-16/1T 8F8-0B/1T '. ZR3 ''• ''' ., ,''• _•_ _ TYPE DESIGNATION #5REBAR ATTOP z ®10 '•' Q ' ' ' ' °,' • • `• • F =FILLED WITH MIN. (1) REaD MIN EBj R AOTDTOP 4 1.1/2^CLEAR •'' ''.' GROUT / U UNFILLED a O • O O O O O O O -vz" 8RF14-1B/1T 8RF14-OB/1T 8F16-16/1T 8F16-0B/1T �:0.• ,' R = RECESSED __;�CLEAR © © O O O O O Qn'• OF #5 REBAR @ BOTTOM ° ° ° p Q 8F20-1B/1T 8F20-0B/1T OF LINTEL CAVITY a -0—C.M.U. J p Z CZ O O � � E E G H °° ° � n Q C.M.U. O �i; _ 8F 16- B/1 T U J ° 0 - WLJU A Y '' . h z d° GROUT r¢ W W • •:-. I �, Le .° ° ;..=.• •. NOMINA QUANTITY OF ° SREBARAT OWE VWIDTH #5 REBAR AT ° BOTTOM OF a W D_ TOP LINTEL CAVITY i W0) Ln pD5 REBAR AT BOTTOMO8RF6OB/1T "'' •'' ?�/ Q MIN.(1)REQD/�.•-•.`- -•.•--•,••-•••NOMINA ° �Q p G V / • • OTTOM REINFORCING p • ,. •% ..' •% • •'' • HEIGHT PROVIDED IN LINTEL y Q U a M.,,,•7-518"ACTUAL (VARIES) '-8'NOMINAL WIDTH M cVi 16 GAUGE POWERS .O •,• :.� STEEL BOXED LINTEL EN li 00 O O S - POWERS STEEL BOXED LINTEL NOTES (ALT.) U c -°W. Itc precast lintels — 3500 psi. 8F20-16-2T ONLY IF NOTED ON LINTEL PLAN ,� o' • ' - ' � • • . fc prestressed lintels = 6000 psi. � .r • routed r ASTM C476 f 3000 psi w/ G • per 9 = P 1. Refer to manufacturer's specifications for installation. Q 6 8F24-1 B/1 T 8F24-0B/1T © ; Maximum 3!8" aggregate and 8" to 11"slump. 2. Contractor to provide proper protection of lintel to prevent rusting. Moncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. • •• minimum net area compressive strength =1900 psi. l tic . a_o . c O O 3. ff lintel is scratched or damaged refer to Powers Steel for repair. O. • '' Reber per ASTM A615 Grade 60. Al � !< O O O O , ' ', Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required top and D 270 tow relaxation. bottom of all Powers Steel lintels. • 8F32 0B/1 T 8F32 1 B/1 T : 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications 4 • ' Q'' • �'''' GENERAL INSTALLATION NOTES -.• ., • • • • ,� • : .' •. • • ° ° . • •: 1. Provide full mortar head and bed joints. • Z e "VIA ., " ; • ;; • ' 8 F40 OB/1 T ' 0, , 2. Shore filled lintels as required. 4i • w ' • Jam' , ; J -` •' -•- ' - ' O O 3. Installation of lintel must comply with the architecture( and/or structural drawings. 77, 4. U-Lintels are manufactured with 5-1/2"long notches at the ends to accommodate N r r\ t' LU �+ • . • - ••• . • : • . • - .'• ;• 8F44 1 B/1 T vertical cell reinforcing and grouting. •",iF�' kJ ei u% • 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and ` Ion er 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. JL,' ..': •. . 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 119. n� ` ' f�4ry •' LINTEL PLAN NOTES:IL . • . �:.'. ; • 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 `.C� -, Off~ 10. Product Approvals: Miami Dade County,Florida Nos.03-0605.05and 03-0605.04. I THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ,,• . • • • • ' , • • • •; ; '• 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ONLY. r r1 i I I I I i ll"` ❑ •' a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and AV Q coating. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE belief, the structural plans and specifications contained • 0 0 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) rr O within these drawings comply with the Florida Building 8F28 1B/1T ,' loads with cation: ASSUMED TO BE 16 MINIMUM DEPTH. O O "�� 9 9 eq Code Sth Edition (2014) Residential. Engineer's signature • • ! • 8F28 OB/1 T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of ° ° Safe vertical load +Safe horizontal load < ,Q 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN the drawing pages bearing Engineer's signature and seal. O O 8RF3016/1T THE LINTEL $ THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS o 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING 8RF40 0B/1T THE PROPER LINTEL HEIGHT. o ® 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH z N REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE O INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. M o OCOORDINATE. 0 r M ZQ�MLn O N O n POWER STEEL LINTEL IS AN ADEQUATE a W Ln SUBSTITUTION @ ALL LOCATIONS UNLESS a NOTED OTHERWISE AT OPENING LOCATION - Zz E CO .0 LU 8'-0" W LARGE CONCENTRATED T.O.M. LOAD NEAR SUPPORT(TYP.) 40 BEYOND POI T LINTEL COURSE LOAD MINIMUM W/(1) #5 REBAR 4" as �0Z at 5 Lu ZLL W �W W�'°° 00 zzZ - D1 z�ZzaU -J � 8 � .� . zzt-Z #3 STIRRUPLO @8"OC HV PRECAST r*4 $�2 Za PRECAST LINTEL M Lu W � � LINTEL O O ,--f O Ln MIN. N PRECAST LINTEL N Ln HIGH SHEAR CONDITION SCALE: 1/2" = 1'-0" 3 e—\ 699 00 0 z op0Z TOP OF COL IO'-4" z a- z�yErzz (F & G ONLY) o 6 ; ED I-- z a c� `° L1 0 Z* �oZ� zCD M w a~ .. .. F-- O MIN. E MIN. Z O SCALE : AS NOTED LINTELPLAN PLOT DATE : 12/7/2012 TECH: MJAMES SCALE: %a'"=1'-0" VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. L1