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Home My WebLink About20B022 Ocean Resorts Clubhouse Dig Seal 11-11-20/ Revison commentsGENERAL NOTES:1. DESIGN CODEA. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC.b. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC.c. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA.2. DESIGN CRITERIAA. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.C. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE FOLLOWING REFERENCED DOCUMENTS:1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND PAPER ASSOCIATION (AFPA)2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION3. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.3. DESIGN LOADSA. FLOOR LOADING:a. DEAD LOAD 10 PSFb. LIVE LOAD 60 PSFc. LIVE LOAD (BALCONY/STAIRS) 100 PSF or 300 LB POINT LOADB. GUARDRAIL/HANDRAIL 50 PLF OR 200 LBS IN ANY DIRECTION4. STRUCTURE SPECIFICATIONA. BUILDING OCCUPANCY CATEGORY: IIB. CONSTRUCTION TYPE: V-BC. OCCUPANCY CLASSIFICATION: AD. WIND SPEEDa. ULTIMATE (LRFD) = 160 MPHb. ALLOWABLE (ASD) = 124 MPHE. WIND EXPOSURE CATEGORY: DF. ENCLOSURE CLASSIFICATION: OPENG. INTERNAL PRESSURE COEFFICIENT: +/-0.00H. WIND-BORNE DEBRIS AREA: YESI. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREAJ. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.5. PROJECT REQUIREMENTS:A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES.B. THE CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.D. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE.ABBREVIATIONS:AB ANCHOR BOLT MATL MATERIALAFF ABOVE FINISHED FLOOR MAX MAXIMUMADJ ADJACENT MECH MECHANICALARCH ARCHITECTURAL MIN MINIMUMBLDG BUILDING NTS NOT TO SCALEBM BEAM O.C. ON CENTERBOT BOTTOM OPT OPTIONALBRG BEARING OSB ORIENTED STRAND BOARDCJ CONTROL JOINT PLY PLYWOODCL CENTERLINE PSI POUNDS PER SQUARE INCHCMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOTCOL COLUMN PT PRESSURE TREATEDCONC CONCRETE REINF REINFORCEMENTCOND CONDITION REQD REQUIREDCONT CONTINUOUS RO ROUGH OPENINGCONST CONSTRUCTION RTU ROOF TOP UNITCLG CEILING SCH SCHEDULEDBL DOUBLE SHTHG SHEATHINGDIA DIAMETER SIM SIMILARDR DOOR SMS SHEET METAL SCREWSDWG DRAWING SP SOUTHERN YELLOW PINEEA EACH SPF SPRUCE PINE FIREJ EXPANSION JOINT STL STEELELECT ELECTRICAL STR STRUCTURALEOR ENGINEER OF RECORD SGD SLIDING GLASS DOOREQUIP EQUIPMENT SQ SQUAREFF FINISH FLOOR T&G TONGUE AND GROOVEFT FOOT / FEET TOB TOP OF BEARINGGA GAUGE TYP TYPICALGC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTEDGYP GYPSUM VERT VERTICALHGT HEIGHT W/ WITHHORIZ HORIZONTAL WIC WALK IN CLOSETHB HOSE BIB WD WOODINS INSULATION WWF WELDED WIRE FABRICKSI KIPS PER SQUARE INCH W/O WITHOUTMAS MASONRY WDW WINDOWCONCRETE:1. MATERIALSA. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318.B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE:AREA STRENGTH (PSI) SLUMP AGGREGATE SIZESLAB 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2"FOOTER 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2"BALCONY 5,000 PSI (28 DAYS) 4"-6" 3/4" - 2"C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PLACING ANY CONCRETE.D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:a. PORTLAND CEMENT - ASTM C150b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE.F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER THE SPECIFIED VOLUME.G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN.2. REINFORCINGA. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60.B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS.C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS INDICATED IN THE DRAWINGS.a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5"c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4"D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE)BAR SIZE MASONRY CONCRETE 1500 PSI 2000 PSI 3000 PSI 4000 -5000 PSI#4 24" 21" 27" 15"#5 30" 26" 21" 19"#6 36" 31" 26" 22"#7 42" 46" 37" 32"#8 48" 53" 43" 37"E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL.F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE BAR OF FOUNDATION CORNERS.G. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXPANSION/CONTRACTION CRACKS THAT MAY APPEAR IN CONCRETE SLABS. THE USE OF WELDED WIRE MESH AND/OR FIBER MESH WILL GREATLY REDUCE RISK OF THESE TYPES OF CRACKS. THE USE OF DIAGONAL STEEL AT RE-ENTRANT CORNERS IS HIGHLY RECOMMENDED BUT NOT REQUIRED UNLESS NOTED ON THE FOUNDATION PLAN. SLAB CRACKS ARE TYPICALLY EXPECTED AND PREVENTATIVE MEASURES SHALL BE TAKEN TO ISOLATE/CONTROL AND CRACKS THAT MAY AFFECT ARCHITECTURAL FINISHES.5. PLACEMENT AND FINISHINGA. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8 INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE.B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING CONCRETE OPERATIONS.C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT.D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE.E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX.F. WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER AT THE SITE.G. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO INITIAL SET.H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED.I. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE.J. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS.K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT.L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE.M. AT SLABS GREATER THAN 20 FEET IN ANY DIRECTIONa. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENINGb. SAWCUT JOINTS SHALL BE 1/3 THE DEPTH OF THE SLAB.c. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE DIRECTION.N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION.O. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS.P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS.Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS.WOOD FRAMING COMPONENTS:LUMBER1. MATERIALSA. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN THE DESIGN CRITERIA:B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S.D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE #2 GRADE OR BETTER.E. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED OTHERWISE ON DRAWINGS.F. INTERIOR NON-BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER. 2. EXECUTION A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS.B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE.C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 4 INCHES WIDE SPACED AT 16" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.D. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE MATERIALS OR PRESSURE TREATED.FASTENERS:1. MATERIALSA. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.B. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER.C. FASTENERS AND CONNECTORS USED ON UN-TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS:a. WOOD TREATED WITH DOT SODIUM BORATE - MINIMUM G90 ZINC COATINGb. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON-DOT) - MINIMUM G185 ZINC COATINGc. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIERd. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS.• TYPE DIAMETER• 8d COMMON 0.131"• 10d / 12 COMMON 0.148"• 16d COMMON 0.162"2. EXECUTION A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND INSTALLATION.B. ALL PRE-MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN.C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING:a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/8" PLATE WASHERS UNLESS NOTED OTHERWISE.b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE.c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH.d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS.D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY.SCOPE OF WORK1. REMOVE EXISTING STAIRS AND REPLACE WITH NEW STAIRS PER DETAILS. KEEP EXISTING NUMBER OF RISERS, TREAD WIDTH, RISER HEIGHT, RAMP SLOPE AND GUARDRAIL HEIGHTS. THIS PROJECT SHALL NOT CHANGE THE ORIGINAL APPROVED DESIGN.DEMOLITION NOTES1. PLANNING AND EXECUTING OF DEMOLITION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE ANSI-A10 STANDARDS.2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODE AND ORDINANCES.3. CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS IF LEAD-BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THE AREAS TO DEMOLISH.4. CONTRACTOR SHALL TAKE MEASUREMENTS TO MINIMIZE THE AMOUNT OF DUST CREATED, THE POTENTIAL RELEASE OF MOLD INTO THE ATMOSPHERE, AND THE AMOUNT OF VIBRATION PRODUCED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF NEARBY EQUIPMENT.5. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK.6. PROTECT ALL EXISTING AREAS AND UTILITIES THAT ARE NOT TO BE DISTURBED.7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. 8. IN CASE OF ANY DISCREPANCIES BETWEEN PLANS AND EXISTING FIELD CONDITIONS. NOTIFY ENGINEER.9. ALL MATERIALS TO BE REMOVED FROM SITE AND DISPOSED OF IN AN APPROVED MANNER. BURYING OF TRASH AND DEBRIS ON THE SITE IS NOT PERMITTED.10. REMOVE AND REPLACE ALL ROTTEN, DECAYED OR DAMAGED WOOD FROM EXISTING STRUCTURE.11. DURING DEMOLISHING DISCOVERY, ANY MATERIAL THAT IS DAMAGED FROM AGE, WATER, WIND ETC., INCLUDING BUT NOT LIMITED TO ALL CORRODED OR RUSTED METAL, WATER DAMAGED MATERIALS, OR ROOFING MATERIALS TO BE REPLACED.12. ANY DAMAGE TO EXISTING FIRE RATED PARTITIONS, SHAFTS OR FIRE PROTECTION SURFACES TO BE REPAIRED TO COMPLY WITH REQUIRED FIRE PROTECTION CODES.Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.11/11/2020 11:43:37 AMS0.1General Notes20B022STAIR REPLACEMENTOCEAN RESORTS11/11/2020AMTS5101 N HIGHWAY A1APERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 3494912Nov. 11, 2020Sheet ListPage No Sheet Name Sheet Number1General Notes S0.12 Sections and Details S1.1No.DescriptionDate GUARDRAIL SHALL RESIST LOADS SPECIFIED IN GENERAL NOTES UNDER DESIGN LOADS AS WELL AS THOSE SPECIFIED IN FBC 1607.84x4 POST AT 4' O.C. MAX. W/(2) 5/8" THRU BOLTS AT EDGE BEAM, DO NOT NOTCH POST2x2 P.T. PICKETS SPACED TO REJECT 4" SPHERE W/#8 SCREWS TO TOP AND BOTTOM RAILS2x4 P.T. CAP W/ (2) #10 SCREWS PER POST & #8 SCREWS TO TOP RAIL AT 12" O.C. MAX. 2x4 P.T. BOTT. RAIL W/ (2) #10 SCREWS TO POSTSQUASH BLOCK BETWEEN POSTS AT DECK AS NEEDEDHANDRAIL AND GUARDRAIL TO BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 LBS. APPLIED AT ANY POINT IN ANY DIRECTION.TOP RAIL SHALL COMPLY WITH FBC REQUIREMENTS FOR HANDRAILS EXIST. CONC. LANDING TO REMAIN, VERIFY MIN. OF 40" LONG AND SAME WIDTH AS STAIRSHANDRAIL TO MATCH OTHERS,RETURN TO POST2x4 P.T. CAP RAIL2x4 P.T. BOTTOM RAIL3' - 6"EXISTING BEAMS AND JOISTS TO REMAIN, CONTRACTOR TO ENSURE STRUCTURE IS IS GOOD CONDITION OR NOTIFY ENGINEER OF RECORD EXIST. COLUMNS AT DECK TO REMAINREJECT PASSAGE OF 2"ø SPHEREREJECT PASSAGE OF 4"ø SPHEREREJECT PASSAGE OF 4"ø SPHERE5S1.1S1.10' - 11"0' - 7"1/8" GAP BETWEEN 2x6 TREADS1 1/8" NOSINGCONTRACTOR SHALL PAINT A 1" MIN. NON-SLIP OPPOSING COLOR STRIP ALONG EDGE OF EACH TREAD0' - 0 1/8"2x6 COMPOSITE TREAD2x6 COMPOSITE TREAD(2) #8 S.S. 2" SCREWS AT EACH COMPOSITE TREAD, TYP.CLOSED RISER2x4 P.T. CAP (2) #8 2" SS SCREWS AT EACH COMPOSITE TREAD PER STRINGER/ JOIST, TYP.HANDRAIL AT STAIRS AND RAMP ONLY, HEIGHT SHALL BE BETWEEN 34" AND 38" FROM TREADS,DIA. SHALL BE 1 1/4" MIN. AND 2" MAX.4x4 P.T. POST AT 4' ON CENTER MAX.2x4 P.T. BOTT. RAIL GUARDRAIL SHALL RESIST LOADS SPECIFIED IN GENERAL NOTES UNDER DESIGN LOADS AS WELL AS THOSE SPECIFIED IN FBC 1607.83' - 6"TYP.2 1/4"2x2 P.T. PICKETS SPACED TO REJECT 4" SPHERESQUASH BLOCK BETWEEN POSTS AT DECK AS NEEDEDINSIDE STAIR WIDTH4' - 0"2x8 P.T. PICKETS SPACED TO REJECT 4" SPHERE2x4 P.T. BOTT. RAIL Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.11/11/2020 11:43:37 AMS1.1Sections and Details20B022STAIR REPLACEMENTOCEAN RESORTS11/11/2020AMTS5101 N HIGHWAY A1APERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 3494922Nov. 11, 20201" = 1'-0"S1.1Guardrail Section at Main Decks23/4" = 1'-0"S1.1Stair Elevation11 1/2" = 1'-0"S1.1Tread Detail53/4" = 1'-0"S1.1Stair Section4No.DescriptionDate