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- - - - - - - - - -° GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS DISCLAIMER
<br />• OPENING PRESSURES L ti m o
<br />o - - APPROVED LINTEL MANUFACTURERS CASTE-CRETE, ENCLOSED - EXPOSURE "C" M 00 N N
<br />O O O O '' '' •' ' QUALITY STEEL LINTEL IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL rn
<br />8F8-1B/1T 8F8-0B/1T A +29.7 / -37.2 B +29.7 / -39.6 . r
<br />O INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF L °O 0
<br />CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. o
<br />TYPE DESIGNATION 11 REBARATTOP #5REBARATTOP IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR X
<br />F =FILLED WITH MIN. (1) REQ'D MIN. (1) REQ'D d © +28.4 / -30.9 O +28.4 / -37.0 r` o
<br />Q 1-1/2" CLEAR CL X
<br />O CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. &
<br />GROUT / U = UNFILLED c 1/z' p M
<br />8RF14-1B/1T 8RF14-OB/1T R RECESSED CLEAR O +26.6 / -29.1 OF +26.6 / -33.5 FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. / U
<br />Zoo' a ' QTY. OF #5 e o NO EXCEPTIONS.
<br />• ' • • REBAR @ BOTTOM p Q
<br />OF LINTEL CAVITY M� Q © SEE SN SHT. O SEE SN SHT. .�
<br />U e W �� R
<br />a e d C.M.U. 140 MPH ??J
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<br />� e a � ��; ' .4 - NOTE: WIND SPEED INDICATED ABOVE`
<br />';,' Z GROUT 0 0 ,� IS AN "ULTIMATE" WIND SPEED. THE
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<br />o°. LNOMIN tQUANTITY OF 5REBARAT ��aN = = WIND PRESSURES LISTED ABOVE ARE
<br />O O O r O O O WIDTH #5 REBAR AT a O ¢,
<br />BOTTOM OF Q O D D
<br />TOP LINTEL CAVITY o w O u 5 REBAR AT BOTTOM ALLOWABLE PRESSURES
<br />8F20-0B/1T 8F20-1B/1T 8F16-OB/1T 8F16-1B/1T NOMINAL o aa?= <1 Q AS INDICATED
<br />OTTOM � w 00 A 0 a
<br />---------------J © © O O HEIGHT REINFORCING -~w Q 6-6 1/2" n '
<br />7-5/8"ACTUAL PROVIDED IN
<br />8" NOMINAL WIDTH LINTEL
<br />::.° . ° °. O . ;: a., . O •(VARIES)STEEL BOXED LINTEL
<br />16 GAUGE POWERS O
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<br />• �,, •,, •,, � MATERIALS1. precast ntels = 3500 psi. POWERS STEEL BOXED LINTEL NOTES (ALT.)
<br />ONLY IF NOTED ON LINTEL PLAN
<br />O O 2. fc prestressed lintels = 6000 psi. s O I r i
<br />3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation.
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<br />4. maximum 3/8" aggregate and 8" to 11" slump. 2 I
<br />- . Contractor to provide proper protection of lintel to prevent rusting.
<br />O •: • 5. Concrete masonry units (CMU) perASTM C90w/ Po eel for u
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<br />L• • = .. • . , . : Refer to manufacturer's specifications. I
<br />• minimum net area compressive strength 1900 psi.3. If lintel is scratched or damaged refer to Powers St repair.
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<br />• ' • , , , ; . , , ; ; . , ,•; 6. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top
<br />Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. ? E z
<br />7. 270 low relaxation. I i O
<br />5. A bonding agent must be applied to the Steel Box lintels prior to € a,
<br />Q , . O O % .. : 8 32 wire per ASTM A5 0. applying the cemenfitiuos coating. See contractor specifications 7'-0" 5'-8 7/8" a � 0
<br />r . : . Mortariper ASTM C2701type M or S. IL o,
<br />8F20-1 B-2T I
<br />GENERAL INSTALLATION NOTES i s
<br />O O O O
<br />• %' © 8F24-OB/1 T 8F24-1 B/1 T Provide full mortar head and bed joints.
<br />8 R 1 T 1 t
<br />• 2. Shore filled lintels as required.
<br />• ' . • ,. • , . , ,, • � , , � O O 3. Installation of lintel must comply with the architectural and/or structural drawings.
<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate t € --------
<br />' vertical cell reinforcing and grouting.
<br />' • • ' . • . • . . • . • 5. All lintels meet or exceed U360 vertical deflection exceptlintels 17'-4" and I I ' r
<br />�', longer with a nominal height of 8" meet or exceed U180. I O -
<br />' . • 6. Bottom field added rebar to be located at the bottom of the lintel cavity. -
<br />' • ' . • • ' • ' �: • • 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete Iw I O
<br />' ' ' ` ',' ,'. ' ` '• ' ' • ' ' ' • ' ' . • . Safe d ratings based on rational design analysis per ACI 318 and ACI 530 "'�`" - "'"" i
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<br />• , � � • � .� •,• � : Product Approvals MiamiDade County, Florida Nos 03-0605 05 and 03 0605 04
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<br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have m
<br />` ' a coating of stucco applied in accordance with ASTM C-926 or other approved O t 8 cw`a
<br />%- coating. O o @•C✓ 3y. rI
<br />' . • , , ' •, •, • , 12. All lintel dimensions shown are "overall" lintel lengths.
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<br />% • • =� • % . • =� % . • :� ; .. ' ; .. :� 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) r O i z N� c'z
<br />loads shoud be checked for combine loading with the following equation: (� •,
<br />'' ' ' - ' • ' . •, ' . • Applied vertical load Applied horizontal load w �'
<br />Safe vertical load + Safe horizontal load I F $ o o W
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<br />LINTEL PLAN NOTES: E
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<br />I O 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION I
<br />I O O co
<br />ONLY. co
<br />} �wW 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE 0
<br />ASSUMED TO BE 16" MINIMUM DEPTH. I w
<br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN
<br />- THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH I _
<br />1 THE ELEVATION DRAWINGS I I Iof
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<br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
<br />THE PROPER LINTEL HEIGHT. I z I > title:
<br />t 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH II Its LINTEL PLAN W/ LANAI
<br />i I REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE I E OC Ohl T Z
<br />INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. I, o
<br />l I COORDINATE. If III Z
<br />I project no. 2017556
<br />0° 5'-2 1/8" 3'-6" I g 9'-3° 6'-7° w checked: AB/MC
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<br />POWER STEEL LINTEL IS AN ADEQUATE I I14 m drawn:
<br />I I .. W_ l
<br />I SUBSTITUTION @ALL LOCATIONS UNLESS � LO date: 10-09-17
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<br />NOTED OTHERWISE AT OPENING LOCATION a scale: AS SHOWN
<br />C�) no
<br />SECOND FLOOR PLAN FIRST FLOOR PLAN
<br />3/16"=1'-0" LINTEL & COMPONENT DESIGN PRESSURE PLAN 1/4"= 1'-0" a
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<br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.
<br />TF i I - TI-Ti- - - -
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