4614 Wisteria Dr - Laserfiche WebLink

Browse Search

INSTALLATION INSTRUCTIONS: INSTALL DOWEL PER SIMPS❑N STR❑NG—TIE INSTRUCTI❑NS FOR EP❑XY—TIE SET, 1, DRILL 3/4" DIA X 6' DEEP HOLE 2, CLEAN THE HOLE —REMOVE DUST FROM HOLE WITH ❑IL FREE COMPRESSED AIR, CLEAN WITH NYLON BRUSH AND BLOW OUT REMAINING DUST, 3. FILL HOLE HALF TO 2/3 FULL WITH SIMPS❑N—SET EPDXY STARTING FROM BOTTOM OF HOLE TO PREVENT AIR POCKETS WITHDRAW NOZZLE AS HOLE FILLS UP, 4, INSERT DOWEL, TURNING SLOWLY UNTIL DOWEL REACHES BOTTOM OF HOLE 5. ALLOW TO CURE 20 HRS FOR MAS, STRENGTH, EP❑XY—TIE SET EPDXY IS A TWO —COMPONENT, LOW ODOR, 1:1 RATI❑, 100% S❑LIDS EPDXY —BASED ADHESIVE FOR USE AS A HIGH STRENGTH, N❑N—SHRINK ANCHOR GR❑UTING MATERIAL, RESIN AND HARDENER ARE DISPENSED AND MIXED SIMULTANE❑USLY THROUGH THE MIXING NOZZLE, SET MEETS THE ASTM C-881 SPECIFICATI❑N FOR TYPE I, 11, IV AND V, GRADE 3, CLASS B AND C APPLICATI❑NS SURFACES TO RECEIVE EPDXY MUST BE CLEAN, FOR INSTALLATI❑NS IN OR THROUGH STANDING WATER, SEE ADHESIVE ANCHORS APPLICATI❑N GUIDELINES FOR DETAILS. THE BASE MATERIAL TEMPERTURE MUST BE 40° F OR ABOVE AT THE TIME OF INSTALLATI❑N, FOR BEST RESULTS, MATERIAL SHOULD BE 700 — 80° F AT THE TIME OF APPLICATI❑N, CARTRIDGES SHOULD NOT BE IMMERSED IN WATER TO FACILITATE WARMING, TO WARM COLD MATERIAL, THE CARTRIDGES SHOULD BE STORED IN A WARM, UNIF❑RMLY HEATED AREA, OR STORAGE C❑NTAINER FOR A SUFFICIENT TIME TO ALLOW EPDXY TO WARM COMPLETELY, MIXED MATERIAL IN NOZZLE CAN BE HARDEN IN 5-7 MINUTES AT A TEMPERATURE OF 40° F OR ABOVE, #5 OR #6 REBAR MIN EMBEDMENT 6' DOWELS @ ALL WIND❑W & DOOR LOCATI❑NS ALL OTHERS @ MIN 25' BOND DOWEL TO CONCRETE W/ SIMPS❑N SET EPDXY PER SIMPSON INSTRUCTI❑NS RATED 6200# TENSI❑N 3/4' DIA HOLE x 6' DEEP FOR INSTALLATION OF DOWEL In CLEAN HOLE AFTER DRILLING BLOW OUT DUST W/ ❑IL FREE COMPRESSED AIR DOWEL INSTALLATION DETAIL 2X4 T 3/4' T&G PLYWOOD F 2X4 PT FLOOR J 'I❑N MIN R-30 'SUM CEILING BOARD 'SUM WALL BOARD DS @ 16' ❑.C. ON MIN R-13 gCRETE SLAB INTERIOR NON- BEARING WALL NOTE. ® INDICATES 1-#5 REBAR IN FILLED CELL FR❑M EXISTING NEw EXISTING F❑❑TING TO LINTEL, LOCATED AT EACH SIDE VERTICAL REBAR VERTICAL REBAR VERTICAL REBAR [IF ALL WINDOWS AND DOOR OPENINGS 6' ❑,C, MAXIMUM SPACING. SEE DETAIL FOR L❑CATI❑NS PLAN VIEW EXISTING 8' CONCRETE BON] EXISTING 8' CONCRETE LIP EXISTING #5 VERTICAL REINF REBAR TYPICAL EACH END NEW ADDITI❑N WALLS TIED TO EXISTING WITH #5 REBAR IMBEDDED 8' INT❑ ❑RIGINAL AND 12' INT❑ NEW BLOCK WALL (EVERY OTHER C 111I ML-" Wr YLI\ 1 11 Ml_ 111_ ,Mll IN" 11�1 DRILL AND EPDXY TYICAL TOP AND BOTTOM MIN 25' OVERLAP BLOCK FILL IN DETAIL FLOOR JOIST PLAN EXISTING WOOD TRUSS EXISTING DRYWALL CEILING \-2X4 TOP PLATE 1/2' GYPSUM BOARD ATTACHED WITH 5d COOLER EXISTING 8' CONCRETE BLOCK WALL 2X4 STUDS @ 16' ❑.C,IGILUDED NAILS OR #8 DRYWALL SCREW EXISTING 8' CONCRETE BLOCK WALL MIN R-13 INSTLATI❑NAT 7' ❑,C. MAX Ilk STORAGE AREA SEE PFLOOR ❑ OISJOIST PLAN) /4' APA RATED FLOOR SHEATHING' 1. & NAILED 1'-9 DETAIL A - A D.W.SMITH,M.S.,P.E.#53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHOND (CELL)813-469-2289 E-MAIL: dwsflpe@earthlink,net BOWMAN PATRICIA 4616 WISTERIA DR ZEPHYRHILLS, FLORIDA DETAI LS SHEET OF I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P.E. #53608 SCALE DO NOT SCALE RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN PHONE: (CELL)813-781-3651 E-MAIL: r ollhardt@tarp aba , rr, core R. COLLHARDT DATE 1 JUN 2023 CHECKED D.W.S.PE 2 OF 4 2023-0514