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23-009 Hunters Run_Range Top Plans-S1.00Drawn byDateRevisionNo.ADChecked byJDDATE:SHEET NUMBERSHEET TITLEISSUED FORDATECONSTRUCTIONPROJECTDeYoung Design & Engineering, LLC8112 Dean StreetRiverview, FL 33578813.767.7070August 15, 2023I CERTIFY TO THE BEST OF MYKNOWLEDGE THAT THESE DRAWINGS &SPECIFICATIONS COMPLY WITH THEAPPLICABLE MINIMUM BUILDING CODES8/15/2023HUNTERS RUN COUNTRY CLUB3500 CLUBHOUSE LANEBOYNTON BEACH, FL 33436PARCEL NO:08424601040000010ALE X A NDRA L. DEYOUNGALORISTATE OFFDNSSEFORPLANOIEN IG REE No. 82327LI CENSEThis item has been digitally signed andsealed by Alexandra L. DeYoung, PE onthe date adjacent to the seal.Printed copies of this document are notconsidered signed and sealed and thesignature must be verified on anyelectronic copies.1.00COVER SHEETDESIGN INFORMATION1.THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:-FLORIDA BUILDING CODE 7TH ADITION (2020)-WIND LOADS CALCUATED IN ACCORDANCE WITH ASCE 7-16WIND SPEED: Vult = 170 MPH (ULTIMATE), Vasd = 132 MPH (NOMINAL)BUILDING RISK CATEGORY IIEXPOSURE: CBUILDING DESIGNATION: OPENMEAN ROOF HEIGHT LESS THAN 30'-0"2. BUILDING DESIGNED FOR THE FOLLOWING SUPERIMPOSED DEAD AND LIVERESIDENTIAL LOADS:-DEAD LOAD: 5 PSF-LIVE LOAD: 20 PSF3. LOUVERS SHALL BE SPACES SUCH THAT THEY ALLOW A 50% SYSTEM POROSITY WHENFULLY OPENED. SYSTEM IS NOT DESIGNED TO HANDLE CONCENTRATED LOADS FROMHUMAN ACTIVITY.4. ALL STRUCTURAL COMPONENTS AND SYSTEMS SHALL BE DESIGNED FOR SELF WEIGHT,SUPERIMPOSED DEAD LOADS, CONCENTRATED LOADS SHOWN ON THE PLANS, ANDTHE LIVE LOADS SHOWN ABOVE.5. THE STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMANACTIVITY OR STORAGE.THE STRUCTURE SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL ORPAINTED INSTRUCTIONS TO THE OWNER OR TENANT STATING:(1) THE SYSTEM IS NOT DESIGNED FOR HUMAN ACTIVITYTHE CANOPY OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDERAT THE TIME OF SALE.GENERAL NOTES1.ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFOREPROCEEDING WITH THE AFFECTED PART OF THE WORK.2.ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THELATEST REVISION, UNLESS OTHERWISE NOTED.3.WHENEVER A CONFLICT OCCURS BETWEEN ANY SPECIFICATION, ANY INFORMATIONSHOWN ON THE PLANS AND/OR ANY REGULATORY REQUIREMENT, THE MORE STRINGENTREQUIREMENT SHALL APPLY.4.THESE DRAWINGS SHALL NOT BE UTILIZED FOR CONSTRUCTION PRIOR TO OBTAININGREQUIRED PERMITS FROM ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION OVERTHE WORK.5.ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OFTHE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK,INCLUDING STATE AND LOCAL BUILDING CODES.6.CONSTRUCTION SHOWN ON THESE PLANS IS PERMITTED ONLY FOR THE WORK LOCATEDWITHIN THE PRIVATE PROPERTY. ALL WORK WITHIN THE RIGHT-OF-WAY AND EASEMENTSWILL REQUIRE A SEPARATE PERMIT AND MAY REQUIRE AN ALTERATION TO THECONSTRUCTION OR MATERIALS SHOWN ON THESE PLANS.FOUNDATION1.FOUNDATION ARE DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF2000 PSF.2.FOOTING SHALL BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUSMATTER, AND CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE.3.CONTACT ENGINEER OF RECORD (EOR) IMMEDIATELY IF ANY UNDERGROUNDSTRUCTURES, FOUND DURING EXCAVATION, IMPEDE THE COMPLETION OF CONSTRUCTIONAS SHOWN.CONCRETE1.CONCRETE SHALL ACHIEVE A 28-DAY STRENGTH OF 3000 PSI WITH A FIBER CONTENT OF1.5 LBS PER CUBIC YARD.2.CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS ANDSPECIFICATIONS.3.FORMWORK SHALL COMPLY WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETEWORK.'CONCRETE ANCHORS:1.EPOXY SHALL BE HILTITM HIT HY 150 MAX.2.CONCRETE SCREWS SHALL BE HILTITM KWIK-CON II.3.EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTITM KWIK-BOLT 3OR EQUAL.FASTENERS:1.ALL FASTENERS TO BE A MIN. #12 X 1-1/2" OR GREATER 18-8 SERIES 300 NON-MAGNETICALLOY, STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANTMATERIAL AND SHALL COMPLY WITH APPLICABLE CODES.REINFORCING1.REINFORCING BAR SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI AND CONFORM TOASTM 615. SPLICES SHALL BE IN ACCORDANCE WITH ACI 318-08 FOR "STRENGTH DESIGN."FABRICATION AND PLACING OF STEEL SHALL BE IN ACCORDANCE WITH ACI CODESTANDARDS AND PRACTICE PROCEDURES.2.PER ACI 318, MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:A.CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH - 3"B. CONCRETE EXPOSED TO EARTH OR WEATHER #5 BAR AND SMALLER - 1 1/2"MATERIAL SPECIFICATIONS1.EXTRUDED STRUCTURAL TUBE OR PIPE: ALLOY SHALL BE 6061-T6, 6005-T6. OR AS NOTEDON DRAWINGS AND CONFORMING TO ASTM B429.2.THRU-BOLTS & LAGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE MANUFACTURESWRITTEN INSTRUCTION AND SHALL BE 410 STAINLESS STEEL.WELDING NOTES1.QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCESSES AND WELDINGOPERATORS FOLLOWING AWS "STANDARD QUALIFICATION PROCEDURE". WELDERS TO BEEMPLOYED IN WORK SHALL HAVE CERTIFICATIONS OF PASSING WITH SATISFACTORYMARKS FOLLOWING STRUCTURAL WELDING CODE OF THE ENGINEER. AWS AND AISCSTANDARD QUALIFICATION TESTS WITHIN PREVIOUS 12 MONTHS. IF RE-CERTIFICATION OFWELDERS IS NEEDED, RETESTING WILL BE THE CONTRACTOR'S RESPONSIBILITY.2.WELDED CONNECTIONS: FOLLOW ANSI/AWS CODE D1.1 FOR PROCEDURES, APPEARANCEAND QUALITY OF WELDS, AND METHODS USED IN CORRECTING WELDING WORK.3.PROVIDE 5356 WELDING ELECTRODES: FOLLOW AWS CODE AND REQUIREMENTS. FORHIGH STRENGTH LOW ALLOY STEEL, PROVIDE ELECTRODES, WELDING RODS AND FILLERMETALS EQUAL IN STRENGTH AND COMPATIBLE IN APPEARANCE WITH PARENT METALJOINED.4.UNLESS OTHERWISE NOTED, THE MINIMUM WELD SIZE SHALL BE ASSUMED TO BE THETHICKNESS OF THE THINNEST MEMBER TO BE JOINED.ABBREVIATIONS(NOT ALL ARE USED)ABANCHOR BOLTACIAMERICAN CONCRETE INSTITUTEALUMALUMINUMBLDGBUILDINGBRGBEARINGCONCCONCRETEDIADIAMETERDLDEAD LOADDWGDRAWINGEAEACHEORENGINEER OF RECORDELELEVATIONEWEACH WAYEXTEXTERIORFBCFLORIDA BUILDING CODEFTGFOTTINGLLLIVE LOADMPHMILES PER HOURMIN.MINIMUMOCON CENTERPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHREQDREQUIREDTYPTYPICALVIFVERIFY IN FIELDW/ WITHRANGE TOP CONSTRUCTION PLANSSHEET INDEXSHEET NUMBERSHEET TITLE1.00COVER SHEET2.00RANGE TOP SIDE ELEVATION3.00RANGE TOP ROOF & FOOTER PLAN4.00RANGE TOP DETAILSSite Location MapN.T.S.