The URL can be used to link to this page

Home My WebLink About23-687506875-2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies, Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION ENGINEER'S NOTES: 1. DESIGN WIND SPEED; 140 MPHult / 110 MPHasd , 3 sec gust PER ATC HAZARDS BY L❑CATI❑N 2. RISK CATEGORY PER FBC 2020 7TH EDITI❑N Table 1604.5 ; II 3, EXPOSURE CATEGORY = 'B" ?, 4. INTERNAL PRESSURE C❑EFFICIENT = +/- 0.18 (ENCLOSED BLDG) 5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-161 FIGURE 30.4-1 WITH LAMDA FACTOR = 0,82 ' HIP ROOF ROOF ZONE 1 (20)SFi +12/-21 psf ROOF ZONE 2e (10)SFi +13/-32 psf ROOF ZONE 2r (10)SFi +13/-32 psf ROOF ZONE 3 (10)SFi +13/-32 psf WALL ZONE 4 (20)SF: +le/-20 psf WALL ZONE 5 (20)SF: +18/-24 psf 6, ROOF LIVE L❑AD1 20 psf ROOF DEAL LOAD; 15 psf GENERAL NOTES C❑NSTRUCTI❑N TYPE: 5—B ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530,1-13, ASCE 6/TMS 602-16 SPECIFICATI❑NS FOR MASONRY STRUCTURES. ASTM C270-12a, C90-0610 & C91-05 SPECIFICATI❑NS FOR MASONRY STRUCTURES NATI❑NAL DESIGN SPECIFICATI❑NS (NDS) FOR WOOD C❑NSTRUCTI❑N, 2015 EDITI❑N, AND ALL ACC❑MPANYING SUPPLEMENTS. ASCE 7-16 FLORIDA RESIDENTIAL CODE (FBC—R), FLORIDA BUILDING CODE (FBC) 7th ed. (2020) "MANUAL OF STEEL C❑NSTRUCTI❑N, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL C❑NSTRUCTI❑N, (AISC) 13TH EDITI❑N, "DESIGN SPECIFICATI❑N FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, DESIGN ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATI❑NS FOR MASONRY STRUCTURES. ASTM C270-12a, C90-0610 & C91-05 SPECIFICATI❑NS FOR MASONRY STRUCTURES NATI❑NAL DESIGN SPECIFICATI❑NS (NDS) FOR WOOD C❑NSTRUCTI❑N, 2015 EDITI❑N, AND ALL ACC❑MPANYING SUPPLEMENTS. PLYWOOD DESIGN SPECIFICATI❑NS (APA) FLORIDA BUILDING CODE (FBC) 7th ed. (2020) AND FLORIDA BUILDING CODE 7th ed. RESIDENTIAL (FBCR) ASCE 7-16 iLi =1111 171 —5 I 22 , "LE VA TIO 1°�✓ [*IKMMM1OL`ll CONCRETE DECK SLOPE RAMP 0 9'-10 HAND RAI LJ�, 5 26' �Mllq_ A MR �01 HAN D RAI L 11 FOL A 1\1 I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, RE, #53608 W EL To .,� ; s08 l STATE SCOPE OF WORK: COVERED FRONT PORCH TO EXISTING NOTE: ALL HANDRAILS ARE PRE—MANUFACTURERED AND MUST COMPLY WITH FBC R311.7.8 GUARDRAILS MUST COMPLY WITH FBC R312.1 "ILL A'ORK SF-! _ .� CC)MPLY WlThl PREVAILING . a lveA:LC� ANDTHE CITY 1CCb , CRalI�IANCt_ CIMZF RI�I-�ILL Vim. r RF4 AMINER HI f,- I,,...i„n,,,.,,,,,,. � I,_��IIIII�flII�IIII�NIII��I�fl��lvlll�lli OIGHT "LEVA TION PARCEL: 11— 26— 21— 0010-17900— 0060 D.W.SMITH,M.S.,P.E.#53608 FISHER THOMAS & GAIL FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 5247 17TH STREET PROJECTS ENGINEERING CONSULTANT ZEPHYRHILLS, FLORIDA 9909 352 PHONN : ( CELL) 813-46❑9N2289 I VE—DAD E-MAID E CITYdwsf p @earth lank n t ELEVATIONS SHEET OF FLOOR PLAN 1 of 3 SCALE DATE JOB NO. DO NOT SCALE 10 MAY 2023 RICK GOLLHARDT — DRAFTSMAN DES I CNJDRAWN CHECKED 2022— 1 2og 51OND ( CELL) 813-781-3651 E-MA I L1 rQo l l hardt@tampchy, rr, core R . G 0 LLH AR DT D . W . S . P E K i W H TERMITE PREVENTION NOTES:- Q COMPLY WITH FBC 2020 7TH ED, SECTI❑N R318 1, A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALL BE PR❑VIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104,26 2, TO ENABLE TERMITE INSPECTI❑N, THE DISTANCE, BETWEEN WALL COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM. EXCEPTI❑N: C❑RRISI❑N REISITANT METALS, CEMENTATI❑US FINISHES APPLIED DIRECTLY TO F❑UNDATI❑N, 3, INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATI❑N AND BACK FILL IS FINISHED. 4, SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE -TREATED, INCLUDING SPACES BOXED OR FORMED. \ 5, BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATI❑N OF TRAPS, ETC, SHALL BE MADE IN PERMANENT �\ METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE TREATMENT, 6, MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, RETREATMENT IS REQUIRED IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT, 7, CONCRETE ❑VERP❑UR AND MORT❑R ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXYERIOR S❑IL TREATMENT, 8, ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 9, NO WOOD, VEGETATI❑N STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING, 10, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TIB TRAP BOXES, FORMS, OTHER CELLULOSE C❑NTAINING MATERIAL, 11, A CERTIFICATE OF COMPLIANCE MUST BE PR❑VIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTI❑N OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT, OF AGRICULTURE AND CONSUMER SERVICE. MISSING ANCHOR BOLTS @ BEARING WALL EXTERI❑R BEARING WALL: EXTERI❑R BEARING WALL: IN ADDITI❑N TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" O,C, INTERI❑R BEARING WALL1 IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" ❑,C„ IF RESISTING UPLIFT LOADS MISSING DOWELS: IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATI❑NS, DRILL 5" INT❑ CONCRETE (N❑ CLOSER THAT 3 3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S REC❑MMENDATI❑NS AND USE 2 PART EPDXY TO ANCHOR VERTICAL REINFORCEMENT IN PLACE, USE EITHER HILTI C-100 OR SIMPS❑N EP❑XY-TIE, REINFORCING STEEL: REINF❑RCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, f'y = 40 Ksl LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20", ALL DIMENSI❑NS PERTAINING TO THE L❑CATI❑N OF REINF❑RCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. REINF❑RCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. REINF❑RCING MECHANICAL COUPLERS ARE TO DEVELOP 135 OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. DESIGN COVER REQUIREMENTS C-I-P CONCRETE FORMED AGAINST EARTH :3' C-I-P CONCRETE EXPOSED TO EXTERI❑R 1 2" C-I-P CONCRETE NOT EXPOSED ; 1 GROUT FILLED MASONRY ; �4 WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) I CONCRETE TYPE MIN. 28 DAY DESIGN (TC) MODULES OF ELASTICITY ESIGN (E C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi CONCRETE SHALL C❑NSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITI❑NAL CRITERIA. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITI❑NAL CRITERIA, C❑NSTRUCTI❑N J❑INTS WILL BE PERMITTED METHOD OF CONCRETE F❑RMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATI❑NS AS STATED. EARTH SUPPORTED SLABS (EXCLUDING EXTERI❑R WALKWAYS & DRIVEWAYS) 3 1/2" MIN, THICKNESS W/ MIN, REINF❑RCEMENT OF 6,0 x 6,0 W/ 1A x 1A WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I,L,❑, WWF @ CONTRACTORS DISCRETI❑N, CONCRETE MASONRY F 1LLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II N❑N-M❑ISTURE CONTROLLED. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM, METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY C❑NSTRUCTI❑N, 4" CONCRETE (3000PSI) WITH #10 6X6 MESH OR FIBERMESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED S❑IL, VAPOR BARRI❑R MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED EMWALL F❑❑TINGS WITH 2 EACH C❑NTINU❑US ON CHAIRS -TYPICAL D❑ I I ILIM LJF F ❑❑TER SHALL BE 12" FROM GRADE STEMWALL FOOTING DETAIL #5 DOWEL H❑RIZ, REBAR BEAM REINFORCING -7 Z /-WALLLRE NF❑RC NG H N and \`#5 CORNER REBAR GR❑UTED CELL NOTE1 ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENT S❑IL; MINIMUM S❑IL BEARING PRESSURE CAPACITY OF 2500 PSF, F❑UNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2500 PSF ALL SOIL IS TO BE CLEAN & POIS❑NED FOR TERMITES PER FBC 7th ed. (2020), RESIDENTIAL SECTION R318, TING L IN CORNER CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT R311,7,8 Handrails, Handrails shall be provided on not less than one side of each flight with four or more risers, R311,7,8,1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shalt be not less than 34 inches (864 mm) and not more than 38 inches (965 mm), Exceptions 1,The use of a volute, turnout or starting easing shall be allowed over the lowest tread. 2,Where handrail fittings or bendings are used to provide continuous transition between flights, transitions at winder treads, the transition from handrail to guard, or used at the start of a flight, the handrail height at the fittings or bendings shall be permitted to exceed 38 inches (956 mm), R311,7,8,2 Continuity, Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel pposts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches (38 mm) between the wall and the handrails, Exceptions: LHandrails shall be permitted to be interrupted by a newel post at the turn. 2,The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread, R311,7,83 Grip -size, Required handrails shall be of one of the following types or provide equivalent graspability, 1,Type I. Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches (32 mm) and not greater than 2 inches (51 mm), If the handrail is not circular, it shall have a perimeter dimension of not Less than 4 inches (102 mm) and not greater than 61/4 inches (160 mm) with a cross section of dimension of not more than 21/4 inches (57 mm), Edges shalt have a radius of not less than 0,01 inch (0,25 mm). 2,Type II, Handrails with a perimeter greater than 61/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile, The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of not less than 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile, This required depth shall continue for not less than 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest portion of the pprofile, The width of the handrail above the recess shall be not less than 11/4 inches (32 mm) and not more than 23/4 inches (70 mm), Edges shall have a radius of not less than 0,01 inch (0,25 mm). R311,7,8.4Exterior plastic composite handrails. Plastic composite exterior handrails shall comply with the requirements of Section R507,2, R311,7,8,5HandroA projection, Handrails shall not project more than 41/2 inches (114 mm) on either side of the stairway. Exception: Where nosings of Landings, floors or passing flights project into the stairway reducing the required clearance at passing handrails, the handrail shall pro,l'ect not more than 61/2 inches (165 mm) into the stairway, provided the required stair width and required handrail clearance are not reduced, FOUIVDATION PLAN 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 NOTE: e INDICATES 1-#5 REBAR IN FILLED CELL FROM F❑❑TING TO LINTEL, LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS 6' ❑,C, MAXIMUM SPACING, SEE DETAIL FOR L❑CATI❑NS VIEW R312AGuards, Guards shall be provided in accordance with Sections R31211 through R31214, R312,1,1Where required, Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 24 inches (610 mm) horizontally to the edge of the open side. Insect screening shall not be considered as a guard, R31212Height, Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches (914 mm) in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Exceptions: 1,Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) measured vertically from a line connecting the leading edges of the treads, 2,Where the top of the guard serves as a handrail on the open sides of stairs, the top of the card shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm) as measured vertically from a �ine connecting the leading edges of the treads, R312,1.30pening limitations, Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches (102 mm) in diameter, Exceptions) 1,The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches (153 mm) in diameter, 2,Guards on the open side of stairs shall not have openings that allow passage of a sphere 43/8 inches (111 mm) in diameter, R312,1,4Exterior plastic composite guards, Plastic composite exterior guards shall comply with the requirements of Section R317,4, WELT®'',,, IL ZZ 608 ••.�� of 0RI IN,.•'�,�v . •� %s/9NA L E G��`�� \ 11111110 D.W. SMITH,M. S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONES (CELL)813-469-2289 E-MAIL: dwsf l pe@eo.rth l i nk, net FISHER THOMAS & GAIL 5247 17TH STREET ZEPHYRHILLS, FLORIDA FOUNDATION SHEET OF 2 OF 3 SCALE DATE JOB NO, DO NOT SCALE 10 MAY 2023 2022-1209 RICK COLLHARDT - DRAFTSMAN DESIGN/DRAWN CHECKED PHHNE1( CELL) 813-781-3651 E-MAIL: rQo 11 hardt@tamQabav, rr, core R . G O LL H A R DT D . W . S . P E 2X8 P- EX I STI N SPACE[ FASTEN 2X8 RO LEDGER BOARD ATTACH PER MAI` FASTEN 2X8 F BEAM WITH SIP ATTACH PER to 2X4 PURLINS SPACED 24" O.C. FOR APPLICATION OF METAL ROOF. ATTACH PER MANUFACTURERS SPECIFICATIONS FASTEN WITH 10d COMMON NAILS AT EACH RAFTER CONNECTION, MIN (2) PER CONNECTION (3) 2X12 PT BEAM WITH 1/2" PLYWOOD SPLICE BETWEEN EACH BOARD. „GLUE AND NAILED WITH 16d COMMON NAILS 12 O.C. STAGGERED (3)2X12 PT WOOD BEAM TO 6X6 PT POST WITH N LCE4 POST CAPS. ATTACH PER MANUFACTURERS CATION. TYPICAL EACH END POST !EAM TO 6X6 PT POST WITH \ �, L,.IL , I �`�Ivl V,II, I I, � I L-1�L 'JI.IIV I ��I ATTACH PER MANUFACTURERS BETWEEN EACH BOARD. GLUE AND NAILED WITH SPECIFICATION. 16d COMMON NAILS 12" O.C. STAGGERED FASTEN 2X8 ROOF RAFTER TO (3)2X12 PT BEAM WITH SIMPSON H2.5A. TY�'�^' '-"^" ^"'T` ATTACH PER MANUFACURERES FASTEN 6X6 PT POST TO CONCRETE Jvyo WITH SIMPSON ABU66Z POST BASE. ATTACH PER MANUFACURERES SPECS TYPICAL EACH POST t��'� �' aiAFl �,�� SNAIL FASTEN (3)2X12 PT WOOD BEAM TO 6X6 PT POST WITH SIMPSON LCE4 POST CAPS. ATTACH PER MANUFACTURERS SPECIFICATION. TYPICAL EACH END POST STEN (3)2X12 PT WOOD BEAM TO 6X6 PT POST WITH dPSON AC6 POST CAPS. ATTACH PER MANUFACTURERS ECIFICATION. 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 INSTALLATION INSTRUCTIONS: INSTALL DOWEL PER SIMPS❑N STRONG -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 RATIO, 100% S❑LIDS EPDXY -BASED ADHESIVE FOR USE AS A HIGH STRENGTH, NON -SHRINK ANCHOR GROUTING MATERIAL, RESIN AND HARDENER ARE DISPENSED AND MIXED SIMULTANEOUSLY 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 APPLICATION 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 70° - 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, UNIFORMLY HEATED AREA, OR STORAGE CONTAINER 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, OA11111Hill/,, �0 WE ®•: SrA = ®F L DO 11111111110 1� o no I.VIVI.rCGI G rvv i �� WITH (1) #5 REBAR CONT #5 REBAR REINF AROUND PERIMETER SLAB AND CONNECTED TO VERTICALS )� OOT RTICAL (SEEFOR REBAR FOR LOCATIONS) RLAAIP DETAIL D.W. SMITH,M. S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE:( CELL) 813-469-2289 E-MAIL, dwsf l pe@earth l i nk. net FISHER THOMAS & GAIL 5247 17TH STREET ZEPHYRHILLS, FLORIDA DETAI LS SCALE DATE DO NOT SCALE 10 MAY 2023 RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN CHECKED PHONE; ( CELL) 813-781-3651 E-MA IL1 rQo 1 1 hardt@tamQabav, rr, core R. G O L L H A R DT D. W. S. P E SHEET OF 3OF3 JOB NO, 2022-1209