The URL can be used to link to this page

Home My WebLink AboutPLANSCON T :NERAL,NOTES: -- (ORAS SHOWN ON PLANS)&TERMINATE REINFORCINGWITH STANDARDACI HOOKS TO PROVIDE EXTERIOR COMPONENTS ATTACHED TO THE WALL .AG, ETC): CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL - CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION REINFORCING TO INSURE PIACEMENT IS IN CENTER OF WALL. T.I. WHERE 2 VERTICAL BARS ARE SHOWN IN I CELL, INSTALL I BAR ON THE INTERIOR FACE OF 1. EXTERIOR WALL COMPONENTS SHALL BEATTACHED PER MANUFACTURERS REQUIREMENTS TO THE DESIGN& CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2014 FLORIDA BUILDING CODE ISM EDITION.AC131B-05, NCMA NATIONAL FOREST PRODUCT ASSOC.. ) THEWALL&18ARONTHEEXTEMORFACEOFTHEWALL,TFROMTHEEXPOSEDFACEOF MEET ME WIND PRESSURES SHOWN. NDS,TPH95,ANDANYOTHEBNATIONALLYRECOGNEEDORGA TIONSTHATGOVERNTHIS WEDLOCK. B. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDINGQTHE TOP OFALL 2. END ZONE ISAT EXTERIOR CORNER, UNOER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER BODYOF WORK TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE WAILS AND AT JOIST BEARING. DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE B.I.BOND BEAMTO HAVEAMINIMUM OF(2)#5 BARSOR(1)#T BARTOPANO BOTTOM (UNLESS ENGINEEROFRECORD. THE ENGINEER OF RECORD RESERVES THE RIGHTTO MAKE ANY OTHERWISENOTED). 8.2. H-BLOCKTIE BEAM STEELTO STOP B- FROM CORNERS WITHI O #5 CORNER BAR (OR 1 pT) NECESSARY CHANGES TOME L WOUTAND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY TOPfl 32N.LIW. THE TRUSS MANUFACTURER?RUSS ENGINEER OF RAID CHANGEBWIOBN I WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. 9. VERTICAL REINFORCEMENTSTEELED EINFORCEMEM FROM MASONRY. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. 1ZCONTINUOUCLEARANCE CELLS SHALL ORAPPROT VEDD A EQUAL PRE0US POUR. 10. PROVIDE 11 PROVIOE'CASTLRETE" ORAPPROYED EOVAL PRECAST Ln WALL ZONE END 43 PSF 35 PSFrp In INTERIOR 34 PSF 30 PSF ( ) CRETE UNTELSA ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 12. ANY EPDXY SHOWN SHALL BE EITHER-HETIHIT RE 500'WITH -HAS-E-THREADED RODS FOR MASONRY OR'SIMPSON XP WITH THREADED ROD. 1. RISKCATEGORY: II 12.1. ALLTHREADED ROD HOLES TO BE 118- DIA LAAGERTHAN REINFORCING STEELOR Z CODE REFERENCE M14 FLORIDA BUILDING CODE IBM EDITION)3ASOE 7-10 THREADED ROD FOR EASE OF INSTALLATION. 3. BUILDING DESIGN: ( ) CRETE UNTELSA ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 12. ANY EPDXY SHOWN SHALL BE EITHER-HETIHIT RE 500'WITH -HAS-E-THREADED RODS FOR MASONRY OR'SIMPSON XP WITH THREADED ROD. 1. RISKCATEGORY: II 12.1. ALLTHREADED ROD HOLES TO BE 118- DIA LAAGERTHAN REINFORCING STEELOR Z CODE REFERENCE M14 FLORIDA BUILDING CODE IBM EDITION)3ASOE 7-10 THREADED ROD FOR EASE OF INSTALLATION. 3. BUILDING DESIGN: ENCLOSED 4. MEAN ROOF HEIGHT: n180 5. ROOF PITCH: U12DEGREES S. GCPIi: # D.18 T. WIGTH OF END ZONE A=4A' S. WINDSPEED: 160 MPH (Vv U3 ECOND GUST 12A MPH (Vesd) 3-SECOND GUST S. WIND EXPOSURE: D 10. ADJUSTMENTFACTOR 1.4E 11. LEADS: FLOOR 40 PSF ROOFIOEAD iT PSF AM ROOFIUVE 20PSF FILE WALL 55 PSF Cu CONSIDERED 12 SHONTINU 14. U LOAD WAS PROVIDED COMPO ENT& LADING 15. COMPONENT& CLADDING DETAILED 15. MINIMUM SOIL BEARING PRESSURE 152.000 PSF PRESUMPTIVE CONCRETE NOTES: 1. CONORETEWORKSIIALLBEINACCORDANCEWITHTHELATESTEDMMSOFAC1301 'SPECIFICATION FORSTRUCTURAL CONCRETE FOR BUILDINGS' AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE. 3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT A MR CONDIRONED SPACES& GARAGES. HOLES IN VAPOR BARRIERARE NOT PERMITTED. TAPE MOUND ALL SEAMS AND CUT-OUTS. 5. ALL REINFORCING SHALL CONFORM TOASTM A615 FOR GRADE W STEEMELDED WIRE MESH TO CONFOWTOASWA-185 5.1. PROVI)ECHAIRSANDSOLSTERS 5.1.1. SOLSTERBTOHAVEPLABTICCOATEDLEGSANDFEEI(IFEXPOSEDTOEXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED I- FROM THE TOP OFTHE SLAB. IAPJOINTSATW&TIE 6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITHASTM A485 AND SHALL BEADEQUATELY SUPPORTED ® 3'-0. O.C. EACH WAY T. THE MINIMUM CONCRETECOVERAGE SHALL SEAS FOLLOWS: 7.1. CASTAGAINSTEAATH: 3- T2. EXPOSEDTOEXTERIORELEMENTS: P 7.3. FORMEDSURFACES: 1' 0. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRCTLY TO THE REQUIREMENTS OFTHE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED 9YTHE ENGINEER PRIOR TO CONSTRUCTION OF THOSEAREAS INVOLVED. 9. CHECK ALL DRAWINGSANDAPPLICABLE MANUFACTURERS SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS. ETC PRIOR TO PLACING CONCRETE. 1D. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH FULL O INCH I.M. PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB W A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 4W S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 114 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS ME CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL ME STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (MICH IS NOT UNCOMMON) 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SIAOS SHALL HAVE S4- LARGE AGGREGATE. 'PEAROCK• IS NOT PERMITTED FOR SLABS. 13. CONCRETE PORCH OUTRIGGERS,EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCIS CORROSION INH187OR AT THE RATE OF 2-12 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. WIC RATIOOF OA4AND A MIN. DESIGN STRENGTH OF SINK PSI ® 20 DAYS. 13.1. ELEVATED BLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. 14. ALL CONCRETE THAT IS ALTERED (WATER,ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATEALLVERTICALRBNFORCINGATTHETOPANOBOTTOMW"10'ACIHOOKS. 16. SOILSSHALLBETREATED WINDOW AND DOOR NOTES: L WINDOWS. DOORS. SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.t OF THE 2014 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE GAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, ME AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. CONCRETE MASONRY NOTES: 1. ALL MASONRY BLOCKSHALL CONFORM TOME REQUIREMENTS OFASTM C9O FOR LOAD BEARING CONCRETE MASONRY. I.I. MIN. PRISM STRENGTH OF INN PSI WI Y MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE -DUR- WALL' TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (18. O.C.) C ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5, WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUUTED BY MASONRY WALLS. PROVIDE DOVETAIL ANCHORS FOR WE FULL HEIGHT OF ME COLUMNS. 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 53D."VASCE T-10TIMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-0S'ASCE 7-10tTMS 402-05. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-2T0. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2D10 PSI ON THE NET MEAL T. ALL6-EXTERIOR CMU WALL SHALL BE REINFORCED WITH ME VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL PROVIDE 9 GA TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16.O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER MAN 24• WIDE &AT CORNERS & INTER -SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY. PROVIDING MINIMUM CLEAR AREA OF 10 SQUARE INCHES& MIN. CLEAR DIM. OF T PROVIDE SAW -CUT CLEAN-0UT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING COWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA TIMBER NOTES: 1. EXTERIOR FRAME WALLS SHEATHING TD BE SHEATHED WITH B'8•PPA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 2VD OR BETTER. UNLESS OTHERWISE NOTED. INSTALL WITH FACE -y GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS ® 4- O.C. AT PANEL EDGES AND IF O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK I IO �, BMUNG DIVISION OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE NAGS FRAMING MEMBERS.. FLOCRSHEATHINGTOBEI4•T&GCD%SPANRATEDSTRUCTIIRALPLYWOOD,INSTALLEDWITHL-C CO UANCE IERPENDICULARTOFCOOR FRAMING GW ED & NAILED WITH 10d NAILS 6' O.C. AT EyIEV�+ED FOR ES AND 12'OCINTHEFIELO. GRADES SHALLBE AS SUCH: PL }.C}� LETIMUMLUMBER gL J1T. &EXiBEARING WALLSTOPPLATERWINDOWBULKS,HEADERST1. SOUTHERN YELLOW PINE#20R BETTER 3.2. TTOM PLATER AGAINSTCONCRETE RE`Thp ��} _ V �A TL�yaJSL BF°�' QN BETTER YELLOW IETESHALL SA PL S`-T ErT1` 4�'TyFy��L BE MADE. 4. MMBERINCORNTATHCTWRHMASONRYORCONCROUTHERN EB PRESSURETREATEDORHAVE �{ IONN AN APPROVED SEPARATING MATERIAL. OR NO ZITS,,Et 5. ALLNAILSANDMETALHARDWAREEXPOSEDTOTHEELEMENTSSHALLBEGALVANIZED.ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILSAT STRAPSAS TO NOTSPUT THE WOOD. EXISTING TIE -BEAM OR DOUBLE BOND BEAM (TO REMAIN)( V.I.F.) ZJ JOB SCANNED BY St. Lucie County IS VERTICAL BAR DOWEL ' & EPDXY INTO EXIST. p.. TIE -BEAM 6' MIN. EMBED (EA SIDE OF OPENING) ° #5 VERTICAL BAR IN FULLY GROUTED CELL SIDE OF OPENING) NEW 9050-3 LITE STOREFRONTYMDOW 4' NEW CMU W/9GA. LADDER BLOCKING@ EVERY OTHER DP: t36.7140.1 PSF COURSE Al 4 NEW 60T0 FORMED AND POURED STOREFRONT DOOR ° WI (1)#5 HORIZ. DOWEL DP: a36.B40.3 PSF 4 AND EPDXY 6' EMBED & IF ACI HOOK Q THE NEW 1 END (AS SHOWN) 4 4 4 4 2'-0" NEW CMU WALL REPAIR DETAIL SCALE: 1/2" = 1•-0" ' SEAL 7• a / O //j/ /L ••E.�a{{.gg n � F W y�V=J xW 'd VJ GROUT SOLID AN B'CELL W/ > E (1)95 VERT. BAR OOWELB v EPDXY 6'INTO THE IXIST. m N FOUNDATION (MAX. Ff P 0a 3 O LL W NEW CMU WI9GA LADDER � BLOCKING ®EVERY OTHER W ' COURSE R N K gi ❑ rc 4: EXIST. FOUNDATION ❑ W to ❑ CiJ z m } W N Yrc W I W IY Q N �o EO S-1 1 PF �i S-1 1 PF �i FILE: S:\CADD\17-2990Shsrky's\17-2990Sharkys.tlwg DATE: 8/3/2017 TIME: 5:16:48 PM om =._ �0p8@-�99 �3 3� Amy m*pr '9nxm'm2 2� 100 n i3 mw.�nw m$mo m SNo ziO O�'L~j^ y<c CJ aQ OZ�13�111�g nN3�� mu �D m D WpyC z'f�a `♦ ��: • VCENSF• � � �° N g m SHARKY'S 1012 SHOREWINDS DR., FORT PIERCE, FLORIDA 34949 IssuE DATE '•'" °°°"•"e"='R� aN: u %/1 _ I,�I Mills, Short Associates WEBSI:nzzz Miflsz \ Ver Eighth Street wees 306:,w,w.mlllanonnaonaieaom Vero Beach, Floritla 3296E ca a: soles PERMIT 08.01.1) THZSH ETii.aCONCRETE SLAB DETAIL „ECSE „ a. z. JWS Jw'9 SEE SHEET 1//7 AL \\\\\