HomeMy WebLinkAboutRevised Structurals 6-16-2020CLG.GFI GROUND FAULT INTERRUPTCEILINGGYPSUM WALLBOARDGYPSUM HIGH VELOCITY HURRICANE ZONEL.T. LAUNDRY TUBEACH SIDEE.S.CONCRETE MASONRY UNITSDISP. DISPOSALDESIGN PRESSUREDISH WASHERDOOREACH ENDELECTRICALELEVATIONELEC.ELEV.E.E.DPDWDR.COLUMNCONCRETECASEMENTDOUBLEDIAMETERCSMT.DBL.DIA.CMUCONC.COL.INT.LIN.LG.LGTHVHZINSULINTERIORLONGLINENLIGHTINSULATIONHRHPS.HGT.GYP. BD.GYPGL.HEIGHTHOOPSHOURGLASSSH SINGLE HUNGROUGH OPENINGSQUARE FOOTSLIDING GLASS DOOROVER HEAD DOORON CENTERPOCKETPRESSURE TREATEDSOLID COREPLYWOODPARTITIONPOUNDS PER LINEAR FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPART'N.R.O.S.G.D.SFS.C.PLYWD.PKT.OCP.S.F.P.L.F.O.H.D.P.T.P.S.I.WCWD.V.I.F.W/W.A.U.N.O.ULTYP.FLORIDA BUILDING CODEABOVE FINISHED FLOORAIR HANDLER UNITBOTTOMBEARINGBEAMBI FOLDBI PASSBLOCKBMBOT.BRG.BLK.B.F.B.P.ABOVEABVAFFAHUF.R. FIRE RATEDG.T.GALV.GA.FR. DR.FTGIRDER TRUSSGALVANIZEDGAUGEFRENCH DOORFOOT OR FEETF.B.C.EXT. EXTERIORMASONRY OPENINGMANUFACTURERMICROWAVEMEDICINE CABINETMEAN ROOF HEIGHTMETALMAXIMUMMONOLITHICMINIMUMMAX.M.O.MIN.MONO.MICRO.MFR.MTLM.C.M.R.H.SWT.O.B.B.T.O.PL.T.O.T.B.T.B.TEMP.SQSTL.ST.WATER CLOSETWOODUNDERWRITERS LABORATORIESUNLESS NOTED OTHERWISEVERIFY IN FIELDWEDGE ANCHORSWITHTYPICALSWITCHTOP OF TIE BEAMTOP OF WOOD PLATETOP OF BOND BEAMTHROUGH BOLTTEMPEREDSQUARESTIRRUPSSTEELSYM SYMMETRICALANCHOR BOLTABALUMINUMALUMBLOCKINGBLK'GCABINETCABCERAMICCERCLO CLOSETCLR CLEARCONNECTIONCONNCENTERCTRDRINKING FOUNTAINDFEACH WAYEWEACH EACONTROL JOINTCJEXPANSION JOINTEJEMERGENCYEMERENCLOSUREENCLEQUALEQEXT'G EXISTINGEXP EXPANSIONELECTO STATIC PAINTESPFOUNDATIONFDNFLUORESCENTFLUORFINISH FLOORFIN. FL.FURR FURRINGFRAM'G FRAMINGARC FAULT INTERRUPTAFIGND. GROUNDHB HOSE BIBBHC HOLLOW COREHM HOLLOW METALHORZ. HORIZONTALHEATING VENTILATION AIR COND.HVACID INSIDE DIMENSIONLAM. LAMINATELAV LAVATORYMECHANICALMECHMIRRORMIRMTL. METALOBSC OBSCUREPANELPNLPROPERTY LINEPLCENTER LINECLRADIUSROPPOSITEOPPREFIGERATORREFREINFORCE, REINFORCEDREINFROOMRMREQUIREDREQSCHEDULESCHEDSH SHELFSHWR SHOWERSPEC SPECIFICATIONSMS SHEET METAL SCREWSSS STAINLESS STEELSTD STANDARDTOB TOP OF BEAMT.BM TIE BEAMTHK THICKPHONEPHTPH TOILET PAPER HOLDERWP WATERPROOFFO FLOOR OUTLETBREAKFASTBRKFSTWPH WALL PHONEWSCT WAINSCOTWT WEIGHTW/O WITHOUTWM WASHING MACHINEWH WATERHEATERT & G TONGUE & GROOVEVERT VERTICALSTRUCTURAL DESIGN STATEMENT1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSESAND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSSMANUFACTURER.2. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM-FIR IS SPECIFIED.3. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINSABOVE. COORDINATE W/ ARCHITECTURAL PLANS.4. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.5. ENGINEERED WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY SUPPLIER'S SPECIALTY ENGINEER(TRUSS SYSTEM ENGINEER) TO CONFIGURATION AND LOAD CARRYING CAPACITY SHOWN ONDRAWINGS AND SPECIFICATIONS. ALTERNATE TRUSS LAYOUTS ARE ACCEPTABLE ONCEAPPROVED BY THE E.O.R. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. SHOPDRAWINGS SHALL SHOW AND SPECIFY CONNECTOR TYPES UTILIZED WITHIN TRUSSES, AS WELLAS CONNECTORS UTILIZED IN OTHER CONNECTIONS AND ATTACHMENTS BETWEEN TRUSSES ORCOMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRUSS SYSTEM. AN ERECTION DRAWINGSHALL BE INCLUDED, INDENTIFYING TRUSS SYSTEM COMPONENTS, AS WELL AS PERMANENTBRACING REQUIRED FOR TRUSS DESIGN.6. ENGINEERED SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF AREGISTERED DESIGN PROFESSIONAL ENGINEER WITHIN THE JURISDICTION OF THE PROJECT ASTHE SPECIALTY ENGINEER. THE FOLLOWING LOAD DURATION FACTORS SHALL BE USED:DEAD LOAD 0.90DEAD LOAD + FLOOR LIVE LOAD 1.00DEAD LOAD + ROOF LIVE LOAD 1.25DEAD LOAD + WIND LOAD 1.60WOOD FRAMING NOTES1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORECOMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORSOR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING,LLC. BACKCHARGES WILL NOT BE ACCEPTED.2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION.3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS.4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS.5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS.6. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION.7. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN.8. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.9. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL.10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED.11. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS.13. THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR INSTALLATION.14. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2017 EDITION.15. ALL CONTRACTOR RFI SHALL STATE CONTRACTOR'S SUGGESTION(S) FOR RESOLUTION AND COST IMPLICATIONS FOR SUGGESTION(S). EOR IS NOT RESPONSIBLE FOR DETERMINING COST OR COST EFFECTIVENESS OF RFI RESPONSES.GENERAL NOTESABBREVIATIONS☐ ASCE 7 (EXPOSURE CONDITION) C .☐ FLORIDA BUILDING CODE☐ PARTIALLY ENCLOSED ☐ ENCLOSED ☐ OPEN ☐ TESTED (WIND TUNNEL)☐ ≤ 60FT. (ASCE 7)☐ > 60FT. (MUST USE ASCE 7)BUILDING DESIGNED AS:BUILDING HEIGHT:xxxxCODE EDITION:DESIGN PARAMETERS & ASSUMPTIONSMEAN ROOF HEIGHT: 27' - 0" .RISK FACTOR: II .(FOR LOW RISE BUILDING WITH SLOPED ROOFS)(DETERMINED BY BUILDING USE / OCCUPANCY,REFR TO ASCE 7 TABLE 1.5-1)INTERNAL PRESSURE COEFFICIENT: 0.18 .(ENCLOSED BUILDING)BASIC WIND VELOCITY PRESSURES:APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TOMAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS ANDCLADDING, AS APPLICABLE:1. I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS ANDSPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLESTRUCTURAL PORTIONS OF THE BUILDING CODES.2. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATEDELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCESSPECIFIED BY THE CODES LISTED IN THESE NOTES.WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY PRESSURE 28.38 PSFNOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGEDOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTIONPLANS.ROOF TRUSS LIVE LOADTOP CHORD LIVE LOAD: 20 PSFBOTTOM CHORD LIVE LOAD: 0* PSFROOF TRUSS DEAD LOADTOP CHORD DEAD LOAD: 10 PSFBOTTOM CHORD DEAD LOAD: 10 PSFROOF TRUSS DEAD LOADTO RESIST WIND UPLIFT: 10 PSF TOTALMEZZANINE LIVE LOADTOP CHORD LIVE LOAD: 125 PSF (LIGHT STORAGE LOAD)BOTTOM CHORD LIVE LOAD: 0 PSFMEZZANINE DEAD LOADTOP CHORD DEAD LOAD: 10 PSFBOTTOM CHORD DEAD LOAD: 12 PSFMINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS:ROOF TL: L/180ROOF LL: L/240FLOOR TL: L/240FLOOR LL: L/360MAXIMUM DEFLECTION: 2"1. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.2. ENGINEER'S REVIEW STAMP WILL BE PROVIDED TO CONTRACTOR IN ELECTRONIC FORMAT AND SHALL BE APPLIED TO ALL DRAWINGS PRIOR TO SUBMITTAL.3. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER.4. CHANGES AND ADDITIONS MADE ON RESUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED.THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL.5. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL FRAMING SHOWN ON THESE DRAWINGS INCLUDING, BUT NOT LIMITED TO: STAIRS, STRUCTURAL STEEL AND CONNECTIONS, STEEL DECK, LIGHT GAUGE FRAMING, & WOOD TRUSS FRAMING.1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS.2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POSTINSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN ANCHORS.3. CARE SHALL BE GIVEN TO AVOID DAMAGING EXISTING REBAR WHEN DRILLING HOLES. HOLESSHALL BE DRILLED AND CLEANED PER MANUFACTURER'S INSTRUCTIONS.4. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATEWITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENTREQUIRED FOR SUPPORT OF THE INTENDED LOAD. ANCHORS SHALL BE INSTALLED PER THEMANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCEAND/OR SPACING INDICATED IN THE MANUFACTURER'S LITERATURE.5. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW SHALL BE SUBMITTED TOTHE ENGINEER OF RECORD FOR REVIEW AND APPROVAL WITH CALCULATIONS PREPARED,SIGNED, AND SEALED BY AN ENGINEER REGISTERED IN THE JURISDICTION OF THE PROJECTSHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THEAPPROPRIATE DESIGN PROCEDURE.ACCEPTABLE PRODUCTS ARE:EXPANSION ANCHORS FOR NON-CRACKED CONCRETE ONLY:-WEDGE-ALL (WA) BY SIMPSON STRONG-TIE-KWIK BOLT 3 BY HILTICRACKED CONCRETE MECHANICAL ANCHORS:-STRONG-BOLT (STB) BY SIMPSON STRONG-TIE-KWIK BOLT (TZ) BY HILTISCREW ANCHORS:-TITEN HD (THD) BY SIMPSON STRONG-TIE-HUS-H BY HILTIADHESIVE ANCHORS:1) FOR ANCHORING INTO SOLID BASE MATERIAL: - ACRYLIC-TIE (AT) - SET EPOXY-TIE (SET) WITH RETROFIT BOLTS (RFB) BY SIMPSON - HIT RE 500 BY HILTI2) FOR ANCHORING INTO HOLLOW BASE MATERIAL: - CONTACT ENGINEERSHOP DRAWINGS1.SLAB ON GRADE SHALL BE 5" THICK 3000 PSI CONCRETE SLAB WITH 6"x6" / W1.4 X W1.4WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED 3'-0" ONCENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL.DESIGN SOIL BEARING CAPACITY IS 2000 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIEDTO MEET 2000 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER.2. ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNERBARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS).3. AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5"HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS.4. PLUMBING SLEEVE MINIMUM SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THELARGER SLEEVE, OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. SLEEVES ORGROUPS OF SLEEVES 16 INCH IN DIAMETER AND LARGER SHALL BE TREATED AS A SLABOPENING AND REINFORCED PER TYPICAL OPENING REINFORCING DETAILS.FOUNDATION PLAN NOTES:1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS FORMASONRY STRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR MASONRY STRUCTURES (ACI530.1).2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTSOF ASTM C90, f'm = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENTDAMAGE TO AND CONTAMINATION OF THE UNITS.3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO BETESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND ATEVERY 5000 SF OF WALL AREA.4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE REQUIREMENTS OFASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX WITH A f' OF 2500 PSIAND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED GROUT. GROUT (OR FILLEDCELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARDS MINIMUM. WHEN GROUTING ISSTOPPED FOR ONE HOUR OR MORE, THE GROUT SHALL BE STOPPED 1.5" BELOW THE TOP OFTHE CONCRETE BLOCK.5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO BE PLACED INTHE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR ANDCELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL,MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERSMINIMUM AND HOOKED INTO BEAMS 10" MINIMUM.6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FORINSPECTION.7. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BEDRILLED (3/4" DIA. X 8" DEEP MIN.) AND EPOXIED IN PLACE WITH "US ANCHOR ULTRABONDEPOXY".8. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ONSTRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING OFWALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TOCONSTRUCTION.9. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR ENGINEERAPPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES.10. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS,INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS.DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/ORBELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINECONRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BONDPATTERN UNLESS NOTED OTHERWISE. INTERSECTING WALLS SHALL BE INTERLOCKED WITHRUNNING BOND UNLESS NOTED OTHERWISE.11. WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN 4 FOOTLIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT).12. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTIONJOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCHESBELOW THE TOP OF THE UPPERMOST UNIT GROUTED.13. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT LOCATIONS INC.B.S. WALLS (TYPICAL).REINFORCED MASONRY NOTES1. ALL CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE ASTRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX:1.1. 3,000 PSI FOR FOUNDATIONS AND SLABS ON GRADE.1.2. 4,000 PSI FOR OTHER STRUCTURAL CONCRETE.2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS ANDSPECIFICATIONS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE.CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE &FOUNDATIONS.3. MINIMUM CONCRETE COVER FOR REINFORCING BARS:STRUCTURAL PARTMINIMUM COVER FOOTINGS (CAST AGAINST SOIL)STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" . SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" SLABS (ABOVE GRADE LEVEL) 3/4". BEAMS AND COLUMNS 1-1/2"4. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETINGA.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED INFORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE "MANUALOF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318)".5. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALLREINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OFSTEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALLCORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5'-0" (30" EACH WAY)UNLESS OTHERWISE NOTED.6.AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAMSTEEL 30" INTO POURED BEAMS.7. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGERWITHOUT ANY CHANGE OF REQUIRED STEEL.8. BEAMS WITH THE PREFIX "TB#" SHALL BE OF CONCRETE, POURED AFTER THE BLOCK WALLSBELOW ARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITHMINIMUM LAP SPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH,MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO REQUIRED AREAS, IN ACCORDANCEWITH ACI 530.1 (SOLID METAL OR FELT CAVITY CAPS ARE PROHIBITED).9. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDSOF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION, AND REMOVAL OF ALL FORMWORK,SHORES, AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347AND 301.10. EMBEDDED CONDUITS WITHIN SLABS, BEAMS, OR WALLS, SHALL OCCUPY ONLY THE MIDDLEONE THIRD OF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D. FOR SINGLECONDUITS OR SUM OF O.D.'S FOR MULTIPLE CONDUITS THAT CROSS SHALL BE NO LARGERTHAN ONE THIRD THE MEMBER DEPTH. PARALLEL CONDUITS SHALL BE SPACED WITH AMINIMUM OF 3 DIAMETERS CLEAR. CONDUITS SHALL BE A MINIMUM OF 1 DIAMETER AWAYFROM AND SHALL NOT INTERFERE WITH OR DISPLACE ANY TENDONS OR REINFORCING.CONDUIT SHALL NOT BE TIED TO REINFORCING OR TENDONS. CONDUITS SHALL NOT OCCURWITHIN COLUMN ZONES OF SLABS AND/OR TRANSFER GIRDERS. CONDUIT PLACEMENT SHALLNOT IMPAIR THE STRENGTH OF THE CONSTRUCTION AS JUDGED BY THE ENGINEER.CONCRETE NOTES1. ENGINEERED STEEL STAIR SYSTEM AND CONNECTIONS OF SAME TO THIS STRUCTURE SHALL BEDESIGNED BY A REGISTERED PROFESSIONAL ENGINEER WITHIN THE JURISDICTION OF THE PROJECT.SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEERFOR REVIEW PRIOR TO FABRICATION. THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BEAS SHOWN ON THE ARCHITECTURAL DRAWINGS. STEEL STAIR SYSTEM AND CONNECTIONS SHALLBE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODE.THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOWAND SPECIFY CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS WELL AS CONNECTIONSTO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS.1. ENGINEERED RAILING SYSTEM AND CONNECTION OF SAME TO THIS STRUCTURE SHALL BEDESIGNED BY A REGISTERED PROFESSIONAL ENGINEER WITHIN THE JURISDICTION OF THE PROJECT.SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEERFOR REVIEW PRIOR TO FABRICATION. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE ASSHOWN ON THE ARCHITECTURAL DRAWINGS. RAILING SYSTEM AND CONNECTIONS SHALL BEDESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE PLANSAND IN THE BUILDING CODE.THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOWAND SPECIFY CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TOAND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS.STEEL STAIRSRAILINGSPOST INSTALLED ANCHORSSTAIR LOADSTAIR LIVE LOAD: 100 PSFSLAB ON GRADE LOADHEAVY MANUFACTURING 250 PSFBSHEET TITLE:PROJECT NUMBER, NAME & ADDRESS:PREPARED FOR:PREPARED BY:DRAWING NOTICE:ENGINEER'S SIGNATURE & SEAL:THESE DRAWINGS AND DOCUMENTS ARECONFIDENTIAL AND ARE THE SOLEPROPERTY OF WHOLE HOUSE ENGINEERING,LLC. AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OFWHOLE HOUSE ENGINEERING, LLC.WARNING: DO NOT SCALE DRAWINGS.PLEASE CONTACT DESIGNER WITH ANYQUESTIONS REGARDING DIMENSIONS.ARCHITECTURAL SYMBOLS CONTAINEDWITHIN THESE DOCUMENTS ARE FORGRAPHIC PURPOSES ONLY. SIZE ANDLOCATION MAY VARY IN ORDER TO MEETTHE MANUFACTURER'S SPECIFICATIONS.SHEET NO.:WHOLE HOUSE ENGINEERING4451 ST. LUCIE BLVD, SUITE 201FORT PIERCE, FL 34946CONTACT: 772.409.1003ENGINEERINGENGINEERING@WHENGINEERING.NETDRAWN BY:REVISIONDATE BY REVPERMIT 12/30/19 RB --PERMIT COMMENTS03/02/20 RB APERMIT COMMENTS03/17/20 RB BA1 ROOF TRUSSES4451 ST LUCIE BLVDFT PIERCE, FL 34946ANTHONY TOMBOFL, PE #8008310005MAINTENANCE BLDG4451 ST LUCIE BLVDFT PIERCE, FL 34946RBSTRUCTURAL NOTESS-1.0
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FILLED CELLS (TYP)78'-8"F1
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F4F1
F1F1 5" CONC. SLAB 3000 PSI W/ 6X6 #10 WWFREINFORCING ON 6-MIL. VISQUEEN MOISTUREBARRIER ON CLEAN TERMITE TREATED SOIL,COMPACTED TO 95% MODIFIED PROCTOR.F2F2F2CONTROL JOINT (TYP.)5" CONC. SLAB 3000 PSI W/ 6X6 #10 WWFREINFORCING ON 6-MIL. VISQUEEN MOISTUREBARRIER ON CLEAN TERMITE TREATED SOIL,COMPACTED TO 95% MODIFIED PROCTOR.FOOTING SCHEDULEMARK SIZE DEPTH REINFORCING REMARKSF12'-6" MONO. 18"(3) - #5 CONT.F26'-0" X 6'-0" 18"(7) - #5 EACH WAYF31'-4" MONO.12"(2) - #5 CONT.F42'-0" MONO.12"(3) - #5 CONT.F58" MONO. 8"(1) - #5 CONT.SCALE: (24X36) 1/4" = 1'-0"FOUNDATION PLAN1S-2.0F316"X16" REINFORCED CONCRETE COLUMN.SEE DETAIL 2/S-5.0. (TYP.)F32'-4"
2'-4"3'-0"3'-0"FLUSH4" STEPFLUSH#5 @ 8'-0" MAX. SPACINGB/T FILLED CELLS
#5 @ 8'-0" MAX. SPACING
B/T FILLED CELLS #5 @ 4'-0" MAX. SPACINGB/T FILLED CELLS#5 @ 4'-0" MAX. SPACINGB/T FILLED CELLSF5
F517'-4"14'-0"21'-4"8'-4"CONTROL JOINT (TYP.)65'-4"78'-8"NOTE:1. STEEL STAIR SHOP DRAWINGS SHALL BE SUBMITTED TO ANDAPPROVED BY WHOLE HOUSE ENGINEERING PRIOR TO FABRICATIONAND INSTALLATION.OFFSET BOLLARDS FROM COLUMN TO PROTECTDOOR TRACK FROM VEHICLE IMPACT. TYP.SEE DETAIL 8/S-3.0MIN. 36" X 36" X 4" CONCRETE PAD LANDING.4" THICK CONCRETE PADFOR CONDENSER.SHEET TITLE:PROJECT NUMBER, NAME & ADDRESS:PREPARED FOR:PREPARED BY:DRAWING NOTICE:ENGINEER'S SIGNATURE & SEAL:THESE DRAWINGS AND DOCUMENTS ARECONFIDENTIAL AND ARE THE SOLEPROPERTY OF WHOLE HOUSE ENGINEERING,LLC. AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OFWHOLE HOUSE ENGINEERING, LLC.WARNING: DO NOT SCALE DRAWINGS.PLEASE CONTACT DESIGNER WITH ANYQUESTIONS REGARDING DIMENSIONS.ARCHITECTURAL SYMBOLS CONTAINEDWITHIN THESE DOCUMENTS ARE FORGRAPHIC PURPOSES ONLY. SIZE ANDLOCATION MAY VARY IN ORDER TO MEETTHE MANUFACTURER'S SPECIFICATIONS.SHEET NO.:WHOLE HOUSE ENGINEERING4451 ST. LUCIE BLVD, SUITE 201FORT PIERCE, FL 34946CONTACT: 772.409.1003ENGINEERINGENGINEERING@WHENGINEERING.NETDRAWN BY:REVISIONDATE BY REVPERMIT 12/30/19 RB --PERMIT COMMENTS03/02/20 RB APERMIT COMMENTS03/17/20 RB BA1 ROOF TRUSSES4451 ST LUCIE BLVDFT PIERCE, FL 34946ANTHONY TOMBOFL, PE #8008310005MAINTENANCE BLDG4451 ST LUCIE BLVDFT PIERCE, FL 34946RBFOUNDATION PLANS-2.0
5" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF ON 6-MILPOLY ETHYLENE VAPOR BARRIER ONWELL-COMPACTED CLEAN TERMITE TREATED FILL1-1/2" RECESS0'-0" FINISH FLOOR4"CONTINUOUS BOTTOM REINFORCEMENT.SEE SCHEDULE FOR SIZE AND QUANTITY.STANDARD A.C.I. 90 HOOK.24" MIN. LAPFOUNDATION. SEE PLAN9 GAUGE, LADDER TYPE HORIZONTAL JOINTREINFORCEMENT REQ. @ 16" O.C. (TYP.)FILLED CELL - (1) REBAR W/ 3000 PSI CONC.SEE PLAN FOR SIZE, LOCATION, AND SPACING.(1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @TIE BEAM. SEE PLAN FOR SIZE AND LOCATION.SCALE: 3/4" = 1'-0"F1-EXT. MONOLITHIC FOUND.1S-3.0FOUNDATION. SEE PLAN.SCALE: 3/4" = 1'-0"F2-MONO. COLUMN FOUND.2S-3.00'-0" FINISH FLOORSTANDARD ACI 90 HOOK.FOOTING BOTTOM REINFORCEMENT. SEESCHEDULE FOR SIZE AND QUANTITY.LAP SPLICE MIN.
20 BAR DIA.(1) - #8 REBAR EACH CORNER.MIN. 1.5" CONC. COVER.4000 PSI CONC.5" CONC., REINF. W/ 6"x6" W1.4xW1.4WWF ON 6-MIL POLY ETHYLENE VAPORBARRIER ON WELL-COMPACTED CLEANTERMITE TREATED FILL#3 TIES @ 12" O.C.5" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF ON 6-MILPOLY ETHYLENE VAPOR BARRIER ONWELL-COMPACTED CLEAN TERMITE TREATED FILLCONTINUOUS BOTTOM REINFORCEMENT.SEE SCHEDULE FOR SIZE AND QUANTITY.STANDARD A.C.I. 90 HOOK.9 GAUGE, LADDER TYPE HORIZONTAL JOINTREINFORCEMENT REQ. @ 16" O.C. (TYP.)FILLED CELL - (1) REBAR W/ 3000 PSI CONC.SEE PLAN FOR SIZE, LOCATION, AND SPACING.(1) REBAR VERT. IN FILLED CELL W/ 10" HOOK @BOND BEAM. SEE PLAN FOR SIZE AND LOCATION.0'-0" FINISH FLOORFOUNDATION. SEE PLANSCALE: 3/4" = 1'-0"F3/F4-INT. MONOLITHIC FOUND.3S-3.05" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF ON 6-MILPOLY ETHYLENE VAPOR BARRIER ON WELL-COMPACTEDCLEAN TERMITE TREATED FILLCONTINUOUS BOTTOM REINFORCEMENT. SEESCHEDULE FOR SIZE AND QUANTITY.FOUNDATION. SEE PLANSCALE: 1" = 1'-0"F4-8" SLAB TURNDOWN4S-3.0SEE PLAN1/8" SAWCUT X 1/4 SLAB THICKNESS WHERE SHOWN ONFOUNDATION PLAN5" CONC., REINF. W/ 6"x6" W1.4xW1.4 WWF ON6-MIL POLY ETHYLENE VAPOR BARRIER ONWELL-COMPACTED CLEAN TERMITE TREATED FILL.SCALE: 1-1/2" = 1'-0"TYP. CONTROL JOINT5S-3.0CONT. REINFORCEMENT. SEE PLAN.A/C CHASE 4" PVC SLEEVETHROUGH FOOTINGREINF. SEE PLANGRADEPVC OR SCH40SLEEVEPLUMBING LINETOP (2) - #5 X 4' - 0"CENTERED @ PIPEPENETRATIONSEE FND.PLAN FORSIZE & REINF.PVC OR SCH40SLEEVEPLUMBING LINETOP (2) - #5 X 4' - 0"CENTERED @ PIPEPENETRATIONSEE FND.PLAN FORSIZE & REINF.PVC OR SCH40 SLEEVEPLUMBING LINETOP (2) - #5 X 4' - 0"CENTERED @ PIPEPENETRATIONSEE FND.PLAN FORSIZE & REINF.6" MIN.PIPE PERPENDICULAR TO FOUNDATIONPIPE VERTICAL THROUGH FOUNDATIONPIPE PARALLEL TO FOUNDATIONPIPE THROUGH EXT. FOUNDATIONSCALE: 3/4" = 1'-0"PIPE PENETRATIONS @ FOUNDATION6S-3.0CONC. SLAB 5" MIN.1/2" STEEL PLATE6"Ø MIN.SCH. 40 PIPE3/4" X 4-1/4" STUDANCHOR OR EQUAL.36"10"10"112"112"SCALE: 3/4" = 1'-0"BOLLARD DETAIL8S-3.0SHEET TITLE:PROJECT NUMBER, NAME & ADDRESS:PREPARED FOR:PREPARED BY:DRAWING NOTICE:ENGINEER'S SIGNATURE & SEAL:THESE DRAWINGS AND DOCUMENTS ARECONFIDENTIAL AND ARE THE SOLEPROPERTY OF WHOLE HOUSE ENGINEERING,LLC. AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OFWHOLE HOUSE ENGINEERING, LLC.WARNING: DO NOT SCALE DRAWINGS.PLEASE CONTACT DESIGNER WITH ANYQUESTIONS REGARDING DIMENSIONS.ARCHITECTURAL SYMBOLS CONTAINEDWITHIN THESE DOCUMENTS ARE FORGRAPHIC PURPOSES ONLY. SIZE ANDLOCATION MAY VARY IN ORDER TO MEETTHE MANUFACTURER'S SPECIFICATIONS.SHEET NO.:WHOLE HOUSE ENGINEERING4451 ST. LUCIE BLVD, SUITE 201FORT PIERCE, FL 34946CONTACT: 772.409.1003ENGINEERINGENGINEERING@WHENGINEERING.NETDRAWN BY:REVISIONDATEBYREVPERMIT12/30/19RB--PERMIT COMMENTS03/02/20RBAPERMIT COMMENTS03/17/20RBBA1 ROOF TRUSSES4451 ST LUCIE BLVDFT PIERCE, FL 34946ANTHONY TOMBOFL, PE #8008310005MAINTENANCE BLDG4451 ST LUCIE BLVDFT PIERCE, FL 34946RBFOUNDATION DETAILSS-3.0