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n ' <br />a <br />d <br />GRAVITY LOADS FOR 80 P <br />SAFEw 20 RECESS DOOR U-LINTELS ST <br />POUNDS PER LINK FOOT <br />MARK <br />No. <br />LENGTH <br />TYPE <br />8RU6 <br />8RF6-OB <br />8RF6-1B <br />D <br />1 <br />3 -8 to <br />4'-4" <br />(52") <br />PRECAST <br />1635 <br />1749 <br />1891 <br />D <br />2 <br />4'-5" to <br />4'-6" <br />(54") <br />PRECAST <br />1494 <br />1596 <br />1756 <br />D <br />3 <br />4 -7 to <br />5'-8" <br />(68") <br />PRECAST <br />866 <br />920 <br />1167 <br />D <br />4 <br />5'-9" to <br />5'-10" <br />(70") <br />PRECAST <br />810 <br />859 <br />1113 <br />D <br />5 <br />5'-11" to <br />6'-8" <br />(80") <br />PRECAST <br />797 <br />901 <br />got <br />D <br />6 <br />s -9 to <br />7'-6" <br />(9011) <br />PRECAST <br />669 <br />755 <br />755 <br />D <br />7 <br />7 -7 to <br />9'-8" <br />(116") <br />PRECAST <br />411 <br />466 <br />526 <br />U <br />2" RECESS <br />DETAIL "DB" <br />SAFE LOAD TABLE NOTES <br />1. All values based on minimum 4 inch <br />nominal bearing. <br />Exception: Safe loads for unfilled lintels must <br />be reduced by 20% if bearing length is <br />less than 6 1 /2 inches. <br />2. N.R. = Not Rated <br />3. Safe loads are superimposed allowable loads. <br />4. Safe loads based on grade 40 or grade 60 <br />field rebar. <br />5. One #7 rebar may be substituted for two <br />#5 rebars in 8" lintels only <br />6. The designer may evaluate concentrated <br />loads from the safe load tables by <br />calculating the maximum resisting moment <br />and shear at d-away from face of support. <br />7. For composite lintel heights not shown, <br />use safe load from next lower height shown. <br />8. For lintels lengths not shown, use safe load <br />from next longest length shown <br />9. All safe loads in units of pounds per linear <br />foot <br />10. All safe loads based on simply supported <br />span. <br />11. The number in the the parenthesis <br />indicates the percent reduction for grade 40 <br />field added rebar. <br />Example 7'-6" Lintel type 81732-1 B safe <br />gravity load - 6472 <br />GENERAL NOTES <br />1. <br />Provide full mortar bed and head joints. <br />D 1 <br />3068 <br />2. <br />Shore filled lintels as required. <br />DETAIL "DB" <br />3. <br />Installation of lintel must comply with the architectural <br />INSTALLATION INSTRUCTIONS: <br />and/or structural documents. <br />INSTALL DOWEL PER SIMPSON STRONG <br />-TIE <br />4. <br />U-Lintels are manufactured with 5 1 /2" long notches at <br />INSTRUCTIONS FOR EPDXY -TIE SET. <br />the ends to accomodate vertical cell reinforcing and grouting. <br />1. DRILL 3/4" DIA X 6" DEEP HOLE <br />5. <br />Reference the CAST-CRETE Load Deflection Graph brochure <br />2. CLEAN THE HOLE -REMOVE DUST FROM HOLE WITH <br />for lintel deflection information. <br />OIL FREE COMPRESSED AIR. CLEAN <br />WITH NYLON BRUSH <br />AND BLOW OUT REMAINING DUST. <br />6. <br />Bottom field added rebar to be Located at the bottom <br />3. FILL HOLE HALF TO 2/3 FULL WITH <br />SIMPSON-SET EPDXY <br />of the lintel cavity. <br />STARTING FROM BOTTOM OF HOLE TO <br />PREVENT AIR POCKETS <br />7. <br />7/32" diameter wire stirrups are welded to the <br />WITHDRAW NOZZLE AS HOLE FILLS <br />4. INSERT DOWEL, TURNING SLOWLY UNTIL DOWEL <br />UP. <br />REACHES BOTTOM OF HOLE <br />bottom steel for mechanical anchorage. <br />5. ALLOW TO CURE 20 HRS FOR MAS. <br />STRENGTH. <br />8. <br />Cast -in -place concrete may be provided in composite lintel <br />in lieu of concrete masonry units. <br />5 VERTICAL REBAR DOWEL INSTALL PER INSTRUCTIONS. <br />�YPICAL <br />BOTH SIDES TOP AND BOTTOM <br />9. Safe load rating based on rational design analysis per <br />ACI 318 and ACI 530 <br />10. Product Approvals: Miami -Dade County, Florida Nos. <br />03-0606.05 & 03-0605.04. Florida Certificate of Product <br />Approval number FL158. <br />11. The exterior surface of lintels installed in exterior concrete <br />masonry walls shall have a coating of stucco applied in <br />accordance with ASTM C-296 or other approved coating. <br />12. Lintels loaded simultaneously with vertical (gravity or <br />uplift) and horizontal (lateral) loads should be checked <br />for the combined loading with the following equation: <br />Applied vertical load + Applied horizontal load 1.0 <br />Safe vertical load Safe horizontal load <br />13. Additional lateral load capacity can be <br />obtained by the designer by providing additional <br />concrete masonry above the lintel. See detail at <br />MATERIALS <br />reinforced <br />right: <br />NEW DOOR OPENING <br />EPDXY -TIE SET EPDXY IS A TWO -COMPONENT, LOW ODOR, 1:1 RATIO, 100% <br />SOLIDS EPDXY -BASED ADHESIVE FOR USE AS A HIGH STRENGTH, NON -SHRINK <br />ANCHOR GROUTING MATERIAL. RESIN AND HARDENER ARE DISPENSED AND MIXED <br />SIMULTANEOUSLY THROUGH THE MIXING NOZZLE. SET MEETS THE ASTM C-881 <br />SPECIFICATION FOR TYPE I, 11, IV AND V, GRADE 3, CLASS B AND C <br />APPLICATIONS SURFACES TO RECEIVE EPDXY MUST BE CLEAN. FOR INSTALLATIONS <br />IN OR THROUGH STANDING WATER, SEE ADHESIVE ANCHORS APPLICATION GUIDELINES <br />FOR DETAILS. THE BASE MATERIAL TEMPERTURE MUST BE 40 F nR ABOVE AT THE <br />TIME OF INSTALLATION. FOR BEST RESULTS, MATERIAL SHOULD BE 70 - 90 F A°T THE <br />TIME OF APPLICATION. CARTRIDGES SHOULD NOT BE IMMERSED IN WATER TO FACILITATE <br />WARMING. TO WARM COLD MATERIAL, THE CARTRIDGES SHOULD BE STORED IN A WARM, <br />UNIFORMLY HEATED AREA, OR STORAGE CONTAINER FOR A SUFFICIENT TIME TO ALLOW <br />EPDXY TO WARM COMPLETELY. MIXED MATERIAL IN NOZZLE CAN BE HARDEN IN 5-7 MINUTES <br />AT A TEMPERATURE OF 40 cF OR ABOVE. <br />1. <br />f'c 8" precast lintel = 3500 psi <br />2. <br />f'c prestressed lintel = 6000 psi <br />3. <br />Grout per ASTM C476 f'g = 3000 <br />psi w/ maximum 3/8 inch <br />2-#5 REBAR IN CONC. <br />#5 OR #6 REBAR MIN EMBEDMENT 6" <br />aggregate & 8 to 11 inch slump <br />FILLED CELL <br />EXISTING BOND BEAM <br />DOWELS @ ALL WINDOW & DOOR LOCATIONS <br />4. <br />Concrete Masonry Units (CMU) per <br />ASTM C90 <br />OO r,{.- O OO <br />EXISTING LINTEL OVER OPENING <br />ALL OTHERS @ MIN 25" <br />w/minimum net area <br />BOND DOWEL TO CONCRETE W <br />compressive strength = 1900 psi <br />4's„W«JT <br />" <br />DRILL 314"X6" MIN HOLE <br />SET <br />SIMPSON SET EPDXY <br />5. <br />Rebar per ASTM A615 grade 60 <br />BAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />PER SIMPSON INSTRUCTIONS <br />6. <br />Prestressing strand per ASTM A416 <br />RATED 6200# TENSION <br />grade 270 low relaxation <br />EXISTING BOND BEAM <br />'' <br />EXISTING EMBEDDEDINTO <br />7. <br />Mortar per ASTM C270 type M or S <br />4" SAW CUT <br />>' <br />3/4" DIA HOLE x 6" DEEP FOR <br />INSTALLATION OF DOWEL <br />NION SHRINK GROUT HT W/ <br />CLEAN HOLE AFTER DRILLING <br />N <br />BLOW OUT DUST W/ OIL FREE <br /><' <br />COMPRESSED AIR <br />4" SAW CUT <br />5 EMBEDDED INTO <br />XISTING BOND BEAM <br />DRILL 3/4"X6" MIN HOLE <br />SET BAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />EXISTING BOND BEAM <br />RETROFIT FILLED CELL DETAIL A <br />-�---=--=-� -�-- --a�^-----a---r.--- <br />DOWEL INSTALLATION DETAIL <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />