Laserfiche WebLink
GENERAL INSTALLATION NOTES <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. U-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 U180. <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.03-0605.05 and 03-0605.04. <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 shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load . 0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />AO © © O O O• O '•• <br />O O O O <br />8RF14-1B/ T 8RF14-GB/1T 81716-0121/17' 8F16-1B/1T <br />�i • © © ® o .. o <br />8F20-0B/1 T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B/1T <br />FORM do GROUT SOLID <br />TO <br />:ji <br />BAR CONT. <br />8F12-1 B/1 T <br />O 1 " <br />'V LINTEL DETAIL <br />SCALE = N.T.S. <br />C <br />C <br />■ <br />■ <br />■ <br />jIs <br />■ <br />Is <br />: <br />S <br />S <br />: <br />p <br />Kamm <br />EWA <br />C <br />e <br />EE <br />E <br />E <br />�. <br />� <br />................ <br />Kamm <br />U <br />V <br />© <br />Q <br />0 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w_ <br />8 F 16— B/ 1 T <br />U <br />tNOMINAL. <br />to <br />QUANTITY OF <br />v <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />o <br />it <br />HEIGHT <br />00 <br />m <br />n <br />N <br />2 <br />�p <br />J <br />N <br />N <br />a <br />00 <br />E <br />MATERIALS <br />cT P�Tntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5RALTERNATE POWERS <br />M IN..(1)(1) REQ'D <br />EAR STEEL LINTEL <br />e ° <br />° .M.U. #5 REBAR AT TOP <br />°° ° MIN. (1)REQ'D d 1.1/2"CLEAR <br />a - <br />A ° <br />° GROUT <br />to a Ir <br />° 5 REBAR AT <br />= c~n w N <br />BOTTOM OF <br />L tali Z W vi <br />LINTEL CAVITY <br />Ili i; CO - <br />OO�do� <br />-BOTTOM <br />XUj <br />REINFORCING <br />< ¢ C7 ¢ M <br />l8"ACTUAL PROVIDED IN <br />Z �` O wEn <br />1AINAL WIDTH LINTEL <br />w 3 i j <br />(VARIES) <br />w m it2,6 <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />m <br />'o " <br />D �� D <br />0 <br />40 40 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <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 />appydng the cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />ot SEE PLAN <br />T/VVALL <br />ttj-8" KNOCKOUT COURSE <br />FA W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />"I ��j WALL SPLICE DETAIL <br />\I SCALE: 1" = 1'-0" <br />-M <br />O <br />4'-6" LL <br />O <br />6'-6" LL <br />O <br />5'-10" LL <br />fr <br />:f. <br />f� <br />.r <br />.f <br />f <br />rf <br />f <br />ff <br />r; <br />•04 <br />r� <br />t' <br />•fr <br />ff. <br />.f <br />f: <br />r'f <br />r• <br />OMIN. <br />5'-4" LL <br />f fr <br />rj <br />••f <br />(E <br />)MIN. <br />17 4' LL <br />O <br />5'-8" LL <br />A <br />5'-8" LL <br />{ <br />O <br />5'-8" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />LOU <br />Z o <br />Z <br />Z <br />Q <br />J <br />a <br />z <br />U) <br />^V)' (D <br />4--J w <br />"V — <br />w <br />Ln OfE <br />U <br />m <br />M <br />w120 <br />mom <br />a� <br />0O N <br />= y <br />L r L 0 <br />Q cm <br />Al I <br />f <br />o <br />�W� <br />rr �; <br />•• <br />4C � <br />" N L' <br />S <br />LLW <br />ff!g'{itt <br />� o <br />❑❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z C4 <br />0 0) N <br />oo <br />� M O <br />M <br />Q U '0 In <br />a cn•L�t <br />L <br />r L Le- <br />Q rN <br />oC V a en <br />00 <br />Q E <br />Z <br />WJ <br />0 <br />1z <br />.1 <br />Za <br />Za�U <br />Z U,Z Q <br />Uj <br />O <br />w® <br />tr. <br />�u <br />D <br />L ^ <br />) <br />L <br />Z <br />U <br />a— <br />L I <br />W <br />8 <br />g�$ <br />J <br />f-4 <br />zg� <br />p <br />auja <br />Q <br />Z <br />J <br />u-� <br />u- 2 <br />a E <br />t—q <br />LLI <br />Z <br />z� <br />LLJ <br />N <br />O <br />Q <br />Z <br />$ <br />In <br />O <br />N <br />Z <br />Tw <br />2 <br />�0r0 <br />W <br />,-+ <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 5n0 <br />SHEET NO. <br />8.0 <br />