Laserfiche WebLink
C'4 <br />CN <br />CD <br />C14 <br />C'4 <br />C) <br />C14 <br />E <br />1.2 <br />E <br />0 <br />LZ <br />E <br />49. <br />C_.) <br />2 <br />01 <br />IV <br />LZ <br />C'4 <br />CD <br />04 <br />0 <br />Cn <br />GENERAL INSTALLATION N TES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. J-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed 180. <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 <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />8F8-1B/1T 8F8-i <br />i i <br />Y.Y 11�� <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />JW It <br />8RF6-OB11T <br />Q 0 0 <br />0 0 0 0 <br />0F14-113/1 8RF14-0B/1T 8F16-J 8F16-1B/1T <br />0 0 <br />8F20-0B/1T <br />81`44 1B/1T8F40 1B/1T 8RF400B/1T 8F32 1B/1T <br />(a e III <br />\Z7 1 (9 <br />FORM & GROUT SOLID <br />r <br />< <br />9 <br />LU <br />_J <br />0 <br />0 <br />#5 BAR CONT. <br />8F12-1B/1T <br />1:0 <br />V' LINTEL DETAIL <br />SCALE <br />Jill <br />iiiiii <br />i Jill 1111 <br />TYPE DESIGNATION <br />REBAR <br />IN. <br />AT TOP <br />(1) RECI'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />R RECESSED <br />-1/2" <br />CLEAR <br />STEEL LINTEL <br />4 A <br />_i_'Lll <br />QTY. OF #5 <br />A <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />M.U. <br />#5REBARATTOP v <br />uJ <br />MIN. (1) REJ <br />1-1/2" CLEAR <br />B/1T <br />6t-16- <br />M <br />0 <br />Z <br />GROUT <br />> <br />'6 <br />ZD <br />�7 L <br />1' <br />QUANTITY OF <br />tNOMINAL. <br />-#5 REBAR AT <br />o <1 <br />X: ul <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />L l K Lu <br />Lu 0 <br />TOP <br />0 <br />"*-BOTTOM <br />LINTEL CAVITY <br />Lu Cn- <br />0 U l X W <br />'Er <br />NOMIJ <br />0 L) 0 <br />HEIGHT <br />REINFORCING <br />Ir <l <br />< X <br />7-5/8"ACTUAL <br />�PROVIDED IN <br />LL d Lu > > <br />Z <br />8" NOMINAL WIDTH ' <br />LINTEL <br />b 3: CN <br />1 0 'P L <1 <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />(VARIES) <br />0 Lin Cr I <br />MATERIALS <br />16 GAUGE POWERS <br />T_?c__prac­asT7nteIs = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturers specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A51 0. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />L�NTEL MINIMUM DEPTHS ARE CALLED,OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL THAN INDICATED ON THE PLAN DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitil coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />F <br />4'-0" LL <br />E <br />5'- 10" L L <br />LINTEL PLAN - ELEV-Bl <br />SCALE: Y4"=1i <br />ic <br />V <br />Z::� <br />CID <br />a: <br />J <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential An Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />W <br />0 E <br />M 8 <br />Co <br />Co <br />(0 l <br />l <br />cc,:, C� <br />-LL <br />0 <br />W <br />l lr�- <br />04 C) <br />U- ul a- <br />CL <br />Lu <br />_J <br />0 <br />0 <br />r- ca C:, <br />C.� (0 <br />0 J <br />LL _J <br />0 r- <br />(n G) <br />Co M <br />Z <br />LL <br />00 d <br />') Z� , <br />C') <br />_J CL <br />X S9 0 <br />3 <br />- < <br />L <br />0 " W <br />Z <br />' <br />27 <br />10 <br />27 <br />0 <br />Ci <br />0 <br />::D <br />U3 <br />E <br />0 0 <br />< <br />C:) <br />W <br />Z <br />C13 <br />0 <br />55 <br />Z <br />< <br />_J <br />E <br />E0 <br />.0 <br />" <br />- <br />ZO <br />0 � <br />J <br />M <br />wl� <br />�0 <br />0� <br />. <br />U0 <br />0 <br />0� <br />Z <br />E <br />cli M <br />t <br />0 <br />0 <br />Z <br />Z <br />C <br />< <br />0 < <br />0 <br />0 <br />Z <br />Z <br />0 <br />< <br />Z <br /><' <br />om <br />50 <br />0_ <br />2< <br />�u <br />W <br />EE <br />'0 <br />CD <br />OE <br />Z 1< <br />C:) <br />> <br />0 <br />00 <br />0 <br />0 <br />ql:t <br />a) <br />C%4 <br />0 <br />J <br />0 <br />C <br />C <br />0 <br />E <br />L_ ill <br />J J <br />Lo <br />1: N <br />LO <br />co m <br />LO <br />00 <br />E <br />CN <br />0 <br />Z <br />M <br />Z <br />E 10 <br />CAI <br />cn <br />C <br />ca <br />E <br />0 Z <br />cc <br />FL <br />- 0 _J <br />< 0 <br />JOB <br />NO: <br />21-2029 <br />SCALE : <br />AS NOTED <br />SHEE7 NO. <br />8 <br />