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5843 17th St
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5843 17th St
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Last modified
3/4/2025 8:24:00 AM
Creation date
2/19/2025 8:22:21 AM
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Building Plans
Street #
5843
Location
17th St
Contractor
Delamora Abraham-Homeowner
Building Plans - Permit #
347
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I <br />G <br />EXISTING 8" <br />Zx4 <br />EXISTING 8" CMU BOND BEAM <br />EXISTING CONCRETE LINTEL <br />DRILL AND EPDXY 5 REBAR WITH <br />MIN 25" OVERLAY, 'TYPICAL T&B <br />SPACED 48" O.C. <br />NEW ADDITION WALLS TIEQ TO EXISTING WALLS NEW ADDITION WALLS TIEQ TO EXISTING WALLS <br />EXISTING 8 CMU BOND BEAM WITH 5 REBAR IMBEDDED 8 INTO ORIGINAL WALL WITH #� REBAR IMBEDDED 8' INTO ORIGINAL WALL <br />EXISTING CONCRETE LINTEL AND 1 INTO NEW BLOCK WALL (EVERY OTHER COURSE) AND 1 INTO NEW BLOCK WALL (EVERY OTHER COURSE) <br />EXISTING 8" CMU BOND BEAM <br />EXISTING CONCRETE LINTEL <br />EXISTING #5 VERTICAL REBAR <br />EXISTING #5 VERTICAL REBAR r' <br />EXISTING 8" CMU <br />EXISTING 8" CMU <br />EXISTING 8" CMU <br />NEW ADDITION WALLS TIEWQTO EXISTING WALLS WIND0FILL IN DOOR FILL IN <br />WITHj5 REBAR IMBEDDED 8 INTO ORIGINAL WALL <br />AND 1 , INTO NEW BLOCK WALL (EVERY OTHER COURSE) <br />r <br />lwerew�arj <br />SVOwueowommq <br />WoOrtill�ol: , <br />•NAGdtoft <br />rYPICAL INTERIOR NON —BEARING WALL <br />TING 8" CMU <br />INSTALLATION INSTRUCTIONS: <br />INSTALL DOWEL PER SIMPSON STRONG —TIE <br />INSTRUCTIONS FOR EPDXY —TIE SET. <br />1. DRILL 3/4" DIA X 6" DEEP HOLE <br />2. CLEAN THE HOLE —REMOVE DUST FROM HOLE WITH <br />OIL FREE COMPRESSED AIR. CLEAN WITH NYLON BRUSH <br />AND BLOW OUT REMAINING DUST. <br />3. FILL HOLE HALF TO 2/3 FULL WITH SIMPSON—SET EPDXY <br />STARTING FROM BOTTOM OF HOLE TO PREVENT AIR POCKETS <br />WITHDRAW NOZZLE AS HOLE FILLS UP. <br />4. INSERT DOWEL, TURNING SLOWLY UNTIL DOWEL REACHES BOTTOM OF HOLE <br />5. ALLOW TO CURE 20 HRS FOR MAS. STRENGTH. <br />2_#5 REBAR IN CONC. <br />FILLED CELL <br />rum <br />4" SAW CUT <br />EXISTING BOND BEAM <br />4" SAW CUT <br />4" SAW CUT <br />EXISTING BOND BEAM <br />EXISTING LINTEL OVER OPENING <br />DRILL 3 4"X6" MIN HOLE <br />SET BAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />5 EMBEDDED INTO <br />XISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT <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 />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 *R ABOVE AT THE <br />TIME OF INSTALLATION. FOR BEST RESULTS, MATERIAL SHOULD BE 70 — 60 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 °F OR ABOVE. <br />#5 OR #6 REBAR MIN EMBEDMENT 6" <br />DOWELS @ ALL WINDOW & DOOR LOCATIONS <br />ALL OTHERS @ MIN 25 <br />BOND DOWEL TO CONCRETE W/ <br />SIMPSON SET EPDXY <br />PER SIMPSON INSTRUCTIONS <br />RATED 6200# TENSION <br />3/4" DIA HOLE x 6" DEEP FOR <br />INSTALLATION OF DOWEL <br />CLEAN HOLE AFTER DRILLING <br />BLOW OUT DUST W/ OIL FREE <br />COMPRESSED AIR <br />__7__4— __d_,__� <br />alb- .a <br />K:E <br />DOWEL INSTALLATION DETAIL <br />s1 <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 />
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