Laserfiche WebLink
GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed Joints. <br />2. Shore filled Ilnteis 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 repar 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 verical (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 / 1 .O <br />sate vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F8-OB/1T 8RF6-OB/1T <br />/6111 <br />UO O O O o �'• <br />O O O O <br />8RF - / T 8RF14-OB11T 8F16-OB/1T 8F16-1B/11 <br />8F20-0B/1 T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T <br />FORM At GROUT SOLID <br />Q � i • N LV <br />� J <br />U <br />o w #5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />fir <br />E € <br />E <br />— <br />. <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />E <br />• • • • • • <br />0 <br />E <br />• • <br />C <br />SEE <br />• • <br />i <br />• <br />: <br />: <br />• • <br />• • <br />• • <br />(1LI <br />V <br />V <br />© <br />Q <br />TYPE DESIGNATION <br />#5 REBAR <br />MIN. <br />AT TOP <br />(1)REO'D <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT / U = UNFILLED <br />IC1E"R=RECESSED LEAR <br />STEEL LINTEL <br />a <br />QW. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />rS <br />C ° <br />M,U. <br />#5 REBAR AT TOP <br />j <br />= <br />4' ° <br />MIN. (1) RECI'D ° Q 1-1/2" CLEAR <br />8 F 16— B/ 1 T <br />° <br />Jf <br />• a ° <br />e <br />GROUT <br />^ Q L <br />tNOMINAL,QUANTITY <br />° <br />5 REBAR AT <br />V1 F tr Q C.M.U. <br />Lo <br />= — v � j <br />WIDTH #5 REBAR AT <br />e <br />BOTTOM OF <br />Q - <br />TOP <br />o <br />LINTEL CAVITY <br />iL U OF to \ Q <br />x w G1 <br />NOMINA <br />OTTOM <br />in � 4j " <br />M <br />HEIGHT <br />REINFORCING <br />a Ct cc N <br />7-5/8"ACTUAL <br />PROVIDED IN <br />u' M <br />1 b 3 D 4 D #5 REBAR AT SOTTO <br />H <br />LINTEL <br />c L. AS INDICATED <br />(VARIES) <br />o o <br />MATERIALS-16 <br />GAUGE POWERS <br />cTf precast iintels - 3500 psi. <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength - 19M psi. <br />6. Reber per ASTM A61Grade <br />1. Refer to manufacturers specifications for installation. <br />atper ASTM A416 grade <br />Prestressing strand <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturers apeciflcationa. <br />7/32 wire per ASTM A510. <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 />applying the cemenfifluos coating. See contractor specifications <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 />CF1 O <br />4'-6" LL 4'-6" LL <br />OE <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />Y,.,1;1111111lIJJJJ�� <br />• <br />��Fi OFF► <br />_ � <br />�° <br />r <br />•�"'•. F LO <br />.... <br />�'YOFESS.\OX <br />1� <br />/'rlff1111111t11"00 <br />To the best of the Engineers knowledge, information and belief, <br />tiro atnrcturel plena and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />th <br />e <br />N A � <br />Lo C <br />^ <br />7 u7 J # <br />LL J <br />V) <br />0)yy P, a <br />C J M t W y <br />n <br />13 Z <br />LL <br />a'9 ;; � � f- <br />t M <br />mi3 <br />W <br />�Q'aQa <br />_ <br />ILWcc�ro <br />'C14 M Z O <br />Wv <br />❑�❑ <br />V <br />_Z 1 <br />z <br />G <br />QU) <br />V) <br />Z <br />■C� <br />4-J <br />(13 <br />'u <br />w <br />O <br />U � <br />I <br />x <br />U <br />C <br />Q � <br />� <br />74 <br />� <br />ch <br />N <br />� <br />W <br />J <br />E <br />a� <br />� <br />Za <br />zp <br />E O <br />W <br />6g a. <br />a. <br />Z <br />8 E <br />N <br />if <br />*8 <br />g3 <br />w t <br />m6 <br />Z <br />N v <br />J <br />,. <br />Z Z <br />W <br />� � <br />U <br />g� <br />�o <br />U <br />T <br />NJ <br />s <br />.0Mco <br />� <br />I° <br />- <br />_ <br />Q <br />C <br />O <br />T <br />O00 N <br />J � <br />T <br />Cl) <br />ui <br />Ecc <br />' r <br />N <br />L <br />Z <br />` <br />d <br />E Q <br />U 0 <br />LD <br />c <br />JOB <br />NO: <br />20-8072 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />