404 Oceanwalk-RES23-0179 Structural REVISION 3-15-24S-1NOTESDESIGN CRITERIA:DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2020 FLORIDA BUILDING CODE7th EDITION. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USEDFOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2020 FBC:LIVE LOAD DEAD LOAD DEFLECTIONROOF:20 PSF 15 PSF L/240 - L/180FLOORS:40 PSF 10 PSF L/360 - L/240DECKS:60 PSF 10 PSF L/360 - L/240WALLS:PER C&CPER ASCE7-10 L/240 - BRITTLEBELOWTBLE. C3-1 L/180 - FLEXIBLEULTIMATE WIND SPEED130 MPH PER ASCE 7-16NOMINAL WIND SPEED: 101 MPH PER FBC R301.2.1.3EXPOSURE C PER ASCE 7-16IMPORTANCE FACTOR1.0CATEGORY IIINTERNAL PRESSURE COEFF+/- 0.18ENCLOSED (PROTECTED OPENINGS)COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE.WIND-BORNE DEBRIS REGIONNOABBREVIATIONSU.N.O.UNLESS OTHERWISE NOTEDEORSYPSPFO.C.LVLw/w/oOR"OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATIONFBCMAX.MIN.OSBPLYW.PSIPSFPCFTYPSSW.W.M/FSWINT.EXT.CLCLGCMULGFTGOPTDLLLBMCONT.FFEWITHWITHOUTWELDED WIRE MESH OR FABRICTYPICALSHEAR WALLSOUTHERN YELLOW PINE (No. 2 MIN.)SPRUCE-PINE-FIRSTAINLESS STEELPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FEETPLYWOOD (APA RATED MIN.)POUNDS PER SQUARE FEETORIENTED STAND BOARD (APA RATED MIN.)OPTIONALON CENTER SPACINGMINIMUMMAXIMUMLAMINATED VENEER LUMBER (2.0E, 1 34" WIDE MIN. U.N.O.)LIVE LOADLENGTHINTERIORFOOTINGFINISHED FLOOR ELEVATIONFLORIDA BUILDING CODE (2020, 7TH EDITION)EXTERIORENGINEER OF RECORDDEAD LOADCONCRETE MASONRY UNITCEILINGCENTER LINECONTINUOUSBEAMFPAFLORIDA PRODUCT APPROVALSHEET INDEXS-1S-2FRAMING PLANSSYMBOL LEGENDVIEW DIRECTIONLOCATION OFSECTION CUTSHEET No. WHERESECTION IS LOCATED.DETAIL/SECTION NUMBERSHEET No. WHERESECTION IS LOCATED.VIEW DIRECTIONDETAIL/SECTION NUMBERA1S-1DETAIL/SECTION NUMBERSHEET No. WHERESECTION IS LOCATED.WALL SECTIONELEVATIONDETAILCALL OUTCUT/MATCH LINEELEVATION DATUMXSLAB STEP(INCHES)555544aaaah2e2r2n3e3r11aaaaaa
aaGABLE ROOFSWALLSZONE CHARTSa = 6.3'GENERAL NOTES & SPECIFICATIONS S-4 - S-6S-11S-11GENERAL STRUCTURAL NOTESTHE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TOCOMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTINGCONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK.DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONSELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS,PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BESTAVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORKDEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALLDIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOIDCONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HISSUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRACOST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BEASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS ANDARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESEDRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURALDRAWINGS.CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDINGFOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEENFOUNDATIONS AND BURIED UTILITIES.CODE REQUIREMENTS:THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE 7THEDITION. OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE: ASCE7-16, ACI 315/318/530, NDS 2018, APA,A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE AND OTHERRELATED CODES FOR ALL PHASES OF CONSTRUCTION.TEMPORARY CONDITIONS:THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUSCONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARYSUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THEDRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY. FOUNDATIONS:FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ONCOMPACTED FILL. NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THESTRUCTURAL ENGINEER PRIOR TO DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ONALLOWABLE LOADS FROM THE 2020 FLORIDA BUILDING CODE FOR SANDY SOILS WITH NO CLAY,ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS THAT WOULD AFFECT DESIGN BEARINGPRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACEINVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTINGLABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITEPREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TOTHE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS.CONCRETE:REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BYSTANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:f'cABS W/CMIN CEMENTSLUMPUSE2,500 PSI0.58470 LBS5” +/- 1ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FOOTINGS3,000 PSI0.58470 LBS5” +/- 1TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABSCEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F ORTYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIXSTRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SANDCONFORMING TO ASTM C33.A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. AHIGH-RANGE WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED INCONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8”.SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURALDRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE,OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THEENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONETHIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERSON CENTER. PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHEREINDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/ORARCHITECTURAL DRAWINGS. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHINGOPERATIONS.WOOD:SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWCNATIONAL DESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATEDGEORGIA PACIFIC (OR EQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS.ALL HEADERS/BEAMS SHOULD BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTEDOTHERWISE ON PLANS. CONTACT ENGINEER OF RECORD IF HEADER/BEAMS SIZE IS NOT SPECIFIED.FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSONCOMPANY OR USP (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS.HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORSSHALL BE GALVANIZED. UNLESS SHOWN OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OFFASTENERS SHOWN IN LATEST SIMPSON CATALOGALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ONTHE DRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THEFBC. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND LAGSCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BEINSTALLED WITH STANDARD CUT WASHERS.ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADEA, OR ASTM F1554, GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPOXY-TIE) OR AT(ARCYLIC-TIE) BY SIMPSON STRONG-TIE AND INSTALLED ACCORDING TO THE MANUFACTURESINSTRUCTIONS. ALL DRILLED ANCHOR HOLES SHALL BE CLEANED OF ALL DEBRIS AND BRUSHED OUTPRIOR TO INSTALLATION OF ANCHOR ADHESIVE.ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BEPRESSURE TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED.FASTENER REQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS:ACZA PRESERVATIVE: STANDARD CARBON STEEL.ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED.SODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR SILL PLATES OVER CONCR.& VAPOR BARRIER NOT DIRECTLY EXPOSED TO EARTH OR WEATHER)REINFORCING STEEL:REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BEWELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACEWITH #16 ANNEALED IRON WIRE.ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP_66. PROVIDECHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT_DIP GALVANIZED LEGSOR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINSTDISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED.REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE): FOOTINGS 3" BOTTOM AND SIDES, 2" TOPSLABS3/4"COLUMNS 1-1/2" TO TIES, 2" TOPBEAMS 1-1/2" TO STIRRUPSWALLS 1-1/2”LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCEWITH ACI 318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOPBARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS INCLEAR SPANS BETWEEN SUPPORTS. SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS ANDMETHODS SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER.AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY;EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 24” PAST THE OPENING OR HOOK BARS IFDISCONTINUOUS.DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICALREINFORCING UNLESS OTHERWISE SHOWN.EXIST. LAYOUT/WORK AREASSCALE: N.T.S THIS ITEM HAS BEENELECTRONICALLY SIGNED ANDSEALED BY KEVIN C. MARTIN, PEON 1/5/24 USING A DIGITALSIGNATURE. PRINTED COPIES OFTHIS DOCUMENT ARE NOTCONSIDERED SIGNED ANDSEALED AND THE SIGNATUREMUST BE VERIFIED ON ANYELECTRONIC COPIESWIND PRESSURES ON WALLS & ROOFS 32r2e2n2n2n3e3e3e3r3r3r2r2r2e11113333aaaaaaa
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HIP ROOFS2r2r2r2r2r2r2r2r2e2e2e1.WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH BETWEEN 2/12 &12/12 (VERT./HORIZ.). IF THE STRUCTURE IS OUTSIDE THESE PARAMETER PLEASE CONTACT THE ENGINEER.2.THE EFFECTIVE AREA IS EQUAL TO THE LENGTH * WIDTH OF THE PROPOSED OPENING OR SPAN. THE WIDTH SHALL BE PERMITTED TO BE NOT LESSTHAN 13 OF THE SPAN LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER THAN THE TRIBUTARY AREA B/T FASTENERS.3.ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) & ARE CONSIDERED NOMINAL VALUES(ASD) IN ACCORDANCE w/ FBC TABLE R301.2(2)STRUCUTRAL DETAILSS-3FLOOR & ROOF FRAMING PLANSSHEETREVISIONSNo.DATEDESCRIPTIONAPPROVEDPROJECT#:DATE:DRAWN:DESIGNED:SCALE:KEVIN C. MARTIN, P.E# 80359MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027AS SHOWN2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING,LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONSAT JOB SITE.MISC. STRUCTURAL MODIFICATIONS404 OCEANWALK DRIVE S.ATLANTIC BEACH, FL 3223321-7279/22/22KCMKCM16/13/23DORMER FRAMINGKCM21-5-24GARAGE FLR./DORMER FRAMINGKCM
FRAMING PLANS-21st FLR. FRAMING PLANSCALE: 1/8" = 1'-0" 2nd FLR. FRAMING PLANSCALE: 1/8" = 1'-0" (2) 2x62:1(2) 2x63:1(2) 2x63:1BM-2BM-2NEW BEAMS ABOVEFRAMING LEGENDNEW STRUCT. WALLSEXIST. WALLSA3-PLY STUD GROUP NAILED w/ 8d'sAT 6" O.C. EACH SIDE. BEAM TOSTUDS w/ (1) HTS16 STRAPS &STUDS TO FTG. w/ (1) DTT2Z H.D.PER DETAIL 3/S-4(U.N.O.)NEW OPENING HEADERSEXIST.CONTINUOUSHEADER ABV. TOREMAIN (V.I.F.)BAAB2-PLY STUD GROUP NAILED w/8d's AT 6" O.C. BEAMS TOSTUDS w/ (1) HTS16 STRAP &STUDS TO BEAM BELOW. w/ (1)HTS16 STRAPA1S-41S-41S-61S-61S-5C3-PLY STUD GROUP NAILED w/ 8d'sAT 6" O.C. EACH SIDE. BEAM TOSTUDS w/ (2) HTS16 STRAPS &STUDS TO FTG. w/ (1) HTT5 H.D.PER DETAILS ON S-4.DORMEREXTERIOR WALLFRAMING &CONNECTIONSPER 1/S-5No. OF PLIESSIZE OF HEADERQUANTITYOF JACK STUDSQUANTITYOF KING STUDS(2) 2x____:__DFASTEN JACKS TO EXIST.BEAM ABV. w/ (1) MSTA18.FASTEN JACKS TO FTG. w/DTT2Z OR LTT19 H.D.DDORMER ROOFSUPPORT BEAMSABV.V.I.F. MIN. 2-PLY STUDGROUP FOR NEW &EXIST.FLR. BM.SUPPORTEEEEBM-2(3) 1.75"x11.25" 2.0E LVLFLUSH FLR. BEAM(2) 2x10 EXIST. HEADERMIN. (V.I.F.).SEE 2/S-6FOR OTHER SPECS.FF(3) 1.75"x14" 2.0E LVL4:2 DBL. ATR12" ALL-THREAD RODWHERE SHOWNATR AT 48" O.C.UNDER DORMERADDITION ABV.3S-62-3 PLY LVL BEAM FASTENING3 ROWS-16d NAILS @ 12" O.C.3-PLY EA. SIDE(N.T.S.)LVL FASTENING > 14"2 PLY LVL BEAM FASTENING2 ROWS-16d NAILS @ 12" O.C.(N.T.S.)LVL FASTENING < 14"SHEETREVISIONSNo.DATEDESCRIPTIONAPPROVEDPROJECT#:DATE:DRAWN:DESIGNED:SCALE:KEVIN C. MARTIN, P.E# 80359MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027AS SHOWN2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING,LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONSAT JOB SITE.MISC. STRUCTURAL MODIFICATIONS404 OCEANWALK DRIVE S.ATLANTIC BEACH, FL 3223321-7279/22/22KCMKCM16/13/23DORMER FRAMINGKCM21-5-24GARAGE FLR./DORMER FRAMINGKCM
FLOOR & ROOF FRAMINGS-3FLR. FRAMING PLANSCALE: 1/8" = 1'-0" ROOF FRAMING PLANSCALE: 1/8" = 1'-0" 2X6 RAFTERS AT24" O.C..1.ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN YELLOWPINE (SYP).2.ALL RAFTER, JOISTS, BEAMS, AND OTHER FRAMING MEMBER SIZES ARENOTED ON THE PLANS.3.FASTEN ROOF RAFTERS/TO TOP PLATES OR HEADER BEAMS W/ (1)SDWC15600.4.ALL OVERFRAMING RAFTERS AND COLLAR TIES TO BE MIN 2x6 No. 2SYP AT 24" O.C. w/ MIN. RIDGE BOARDS TO BE MIN 2x8 No. 2 SYP.5.FASTEN ROOF RAFTERS TO RIDGE BOARDS AND "SLEEPERS" W/SIMPSON A35 CLIPS, U.N.O.6.ALL SLEEPERS TO BE A MIN. OF 2x8 No. 2 SYP FASTENED TO EACHTRUSS/RAFTER BELOW w/ (2) #10x3.5" W.D. SCREWS & WASHERSNEW ROOF/FLR. FRAMINGCONVENTIONAL FRAMING LEGENDCONVENTIONAL FRAMING NOTESNEW STRUCT. WALLSEXIST. WALLS BELOWEXIST. RIDGEBEAM (V.I.F.)ALL NEW FLR. JOISTS :2x12 No. 2 SYP AT 24" O.C. (MAX SPAN13'-6")2x10 No. 2 SYP AT 24" O.C. (MAX SPAN11'-5")FACEMOUNT HANGERS:2x12 TO LVL: LUS2102x10 TO LVL: LUS28LVL TO LVL: HUS412BM-2BM-2NEW FULL LENGTH2x12 FLR. JOISTSAT 24" O.C. INSTALLB/T EXIST. C.J.15/32" OSB/PLYW.ROOF SHEATHINGw/ 8d R.S. NAILSAT 6" O.C. TYP.3/4" OSB/PLYW.FLR. SHEATHINGw/ 10d's NAILS AT6" O.C. (GLUED &NAILED)TYP.OVERFRAMINGPER NOTES, TYP.1S-41S-4EXIST.16" LVL TOREMAIN( V.I.F.MAX 18.5' SPAN)1S-5NEW FLOOR JOISTALL NEW FLOOR FRAMING SHALLFULLYSPAN FROM EXIST. BEARING POINTS ASSHOWN ON THE PLANS(3) 2x8 or (2)2x10 BEAM FOREXIST. RAFTERSUPPORTSLEEPER PERNOTE 6 ,TYP.2X8 RAFTERS AT16" O.C..(2) 2X8 ENDRAFTER FORBEAM SUPPORT1S-5A2S-511.88 TJI 360 AT 16" O.C.LVL LEDGER PERDETAILS ON S-4BM-2(3) 1.75"x11.25" 2.0E LVLFLUSH FLR. BEAM(2)2x10 No. 2 SYP(MAX 8' SPAN)(2) 2x12 FLR.JOIST UNDERDORMER WALLABV.,TYP.AFASTEN BM-1 TO EXIST. BM-2 w/HUS28-2 (SKEWED SEAT). FILL ALLHOLES w/ 16d NAILSSHEETREVISIONSNo.DATEDESCRIPTIONAPPROVEDPROJECT#:DATE:DRAWN:DESIGNED:SCALE:KEVIN C. MARTIN, P.E# 80359MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027AS SHOWN2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING,LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONSAT JOB SITE.MISC. STRUCTURAL MODIFICATIONS404 OCEANWALK DRIVE S.ATLANTIC BEACH, FL 3223321-7279/22/22KCMKCM16/13/23DORMER FRAMINGKCM21-5-24GARAGE FLR./DORMER FRAMINGKCM
STRUCTURAL DETAILSS-4NOTE: CENTER ALL NEW FOOTINGS UNDER POST SUPPORT LOCATIONSEXIST. CONTIN.RIDGEBEAM(V.I.F.)2x6 RAFTERS AT 24" O.C.TOP PLT. TORAFTERS w/SDWC156002x SPF No. 12 STUDSAT 16" O.C.2x8 No. 2 SYP P.T.LEDGER w/ (1) 14" x 3.5"HD SDS SCREW AT 16"O.C.(AT EACH STUD)7/16" OSB/PLYW.WALL SHEATHINGw/ 8d NAILS AT 6"O.C. TYP.RAFTERS TOEXIST. R.B. w/ A35CLIPS15/32" OSB/PLYW.ROOF SHEATHINGw/ 8d R.S. NAILSAT 6" O.C. TYP.3/4" OSB/PLYW.FLR. SHEATHINGw/ 10d's NAILS AT6" O.C. (GLUED &NAILED)TYP.RAFTERS/C.J. TOLEDGER/BEAM w/ (4)10dTOE-NAILSTYP. DORMER SECTION-11TOP PLT. TORAFTERS w/SDWC156002X6 ROOF RAFTERS &C.J. AT 24" O.C.,TYP.1.5x11.88 1.3e LSLLEDGER w/ (5) 14"x5"SDWS22400 TIMBERSCREWS AT 16" O.C.(SEE LEDGER DETAIL 2ON THIS SHEET)STUDS TO TOPPLT. w/SDWC15600 AT32" O.C.11.88 TJI 360 AT 16" O.C.I-JOIST TO LEDGER w/IUS2.37/11.88FACEMOUNT HANGER.FILL ALL HOLES w/10dx1.5" NAILSSTUDS TO BTM.PLT. w/ SDWC1540AT 32" O.C. (IN LINEw/ SDWC15600 ABV.A.T.R. WHERE SHOWNON PLANNEW GARAGEDOOR HEADERPER PLANFULL HT. BLK'INGBTW. TJI PERMANUF. SPECSI-JOISTS MAY BEFASTENED DIRECTLYTO G.D. HEADER w/HANGERS SPECIFIEDFULL HT. BLK'INGBTW. TJI PERMANUF. SPECS1S-6MIN. 3"x3"X 1/8" SQUAREWASHER & NUTMIN. 1/2" THREADEDROD ANCHORTYP. DBL. 2xTOP PLATETHREADED ROD HOLD DOWNTHREADED ROD:DRILL& EPOXY 1/2"THREADED ROD w/ MIN.7" EMBEDMENT INTOFOUNDATION.HTT5 HOLDOWNFILL ALL HOLES w/16d x 2 12" NAILS OR#10x1 12" SDFASTERS, PERSIMPSON SPECS.MIN. 2-PLYSTUD GROUPOR 3"x3.5"MEMBER SIZEMINIMUM 5/8"THREADED ROD2x PT SOLEPLATE, TYPDRILL & EPOXY 5/8"THREADED ROD w/MIN. 7" EMBEDMENTINTO FOUNDATION.FILL ALL HOLES w/ 14" x2.25" SIMSPON SDSSCREWS, TYP.FASTEN ANCHORTO FTG. PER TYP.ANCHOR DETAILBELOW2x PT SOLEPLATE, TYPDTT2Z HOLDOWNMIN. 2-PLY STUD GROUPOR 3"x3.5" MEMBER SIZEMINIMUM 1/2" THREADEDROD w/ NUT OR HD TITENANCHOR1 716"2716"2716"2716"2716"1116"EXIST. 2X6 WALLAT 16" O.C. V.I.F.(5) 6" STRONG DRIVESDHS TIMBERSCREWS (SDWS22400)AT EA. STUD (16" O.C.)1.5"x11.88" LSL 1.3E LEDGERLEDGER DETAIL2SHEETREVISIONSNo.DATEDESCRIPTIONAPPROVEDPROJECT#:DATE:DRAWN:DESIGNED:SCALE:KEVIN C. MARTIN, P.E# 80359MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027AS SHOWN2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING,LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONSAT JOB SITE.MISC. STRUCTURAL MODIFICATIONS404 OCEANWALK DRIVE S.ATLANTIC BEACH, FL 3223321-7279/22/22KCMKCM16/13/23DORMER FRAMINGKCM21-5-24GARAGE FLR./DORMER FRAMINGKCM
STRUCTURAL DETAILSS-57/16" OSB/PLYW.WALL SHEATHINGw/ 8d NAILS AT 6"O.C. TYP.SLEEPER PER NOTE 6 ONROOF FRAMING PLAN2x8 AT 16" O.C.EXIST. RAFTERSTO BEAM w/ A35CLIPSTOP PLT. TO RAFTERS w/SDWC15600DORMER WALLS 2x SPFNo. 12 STUDS AT 16" O.C.STUDS TO TOP PLT. w/SDWC15600 AT 32" O.C.2x8 No. 2 SYP P.T. LEDGERw/ (1) 14" x 3.5" HD SDSSCREW AT 16" O.C.(ATEACH STUD)STUDS TO BM. BELOW w/SDWC15600 AT 32" O.C. (INLINE w/ SDWC ABV.)EXIST. RAFTERS TOLEDGER w/ A35 CLIPS1532" OSB/PLYW.ROOF SHEATHINGw/ 8d R.S. NAILSAT 6" O.C. TYP.(3) 2x8 or (2) 2x10BEAM FASTEN TOADJ. ROOF BEAMw/ LUS28-2/3HANGERSBM-2BM-2NEW FLR. JOISTS PERFLR. FRAMING PLAN, TYP.3/4" OSB/PLYW.FLR. SHEATHINGw/ 10d's NAILS AT6" O.C. (GLUED &NAILED)TYP.STUDS TO BM. BELOWw/ SDWC15600 AT 32"O.C. (IN LINE w/ SDWCABV.)STUDS TO TOP PLT. w/SDWC15600 AT 32" O.C.TOP PLT. TO EXIST. &NEW RAFTERS w/SDWC15600(2) 2x8 END RAFTER/ROOF BEAM ON EACHSIDE OF NEW DORMER.FASTEN TO BEARINGWALLS w/ (2) SDWC15600TYP. DORMER SECTION-21(2) A35EXIST. RIDGE BEAM (V.I.F.)LUS210LUS210EXIST. C.J.EXIST WD IJOIST TO NEW FLR.BM-1 w/ MIU/9 FACEMOUNTHANGER. USE (16)16d IN BM-1 &(2) 10d'S IN JOIST. VERIFYHANGER SIZE w/ FLANGE WIDTH.BM-12XX(4' MAX)2x6 No. 2 SYPBAND BOARD w/(2) 10d NAILS2x6 No. 2 SYP CANT. JOISTS.FASTEN TO W.D. BACKER/IJOISTSw/ 2 ROWS OF 10d's AT 6" O.CNEW FLR. SHEATHINGMTCH. EXIST. SIZE/TYPEGLUE & NAIL TO JOISTS w/10d NAILS AT 6: O.C.16" EXIST. WD.I-JOIST(24" O.C.)BM-1 w/ CANT. JOISTS21'-4"AAEXIST. 16" W.D.I-JOISTS VERIFYSIZE IN FIELD2X6 CANT. FLR.JOISTS FASTENPER 1/S-3INSTALL W.D.BACKER B/T WEB &FLR. JOISTSSECTION ASHEETREVISIONSNo.DATEDESCRIPTIONAPPROVEDPROJECT#:DATE:DRAWN:DESIGNED:SCALE:KEVIN C. MARTIN, P.E# 80359MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027AS SHOWN2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING,LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONSAT JOB SITE.MISC. STRUCTURAL MODIFICATIONS404 OCEANWALK DRIVE S.ATLANTIC BEACH, FL 3223321-7279/22/22KCMKCM16/13/23DORMER FRAMINGKCM21-5-24GARAGE FLR./DORMER FRAMINGKCM
S-6STRUCTURAL DETAILSFASTEN EACH KINGSTUD TO TOP PLATEw/ (1) SDWC15600,TYP.I-JOISTS w/ FULL HT.BLK'ING PER MANUF.SPECSFASTEN EACH JACKTO HEADER (1)SDWC15600,TYP.FASTEN JACKS TOKINGS w/ 8d NAILSAT 6" O.C. STAGG.OPENINGVARIESHEADER BEAM PERFRAMING PLAN ANDTYPICAL HEADERDETAIL.1 KING & 1 JACK No.1/2 SPF STUDSFOUNDATION/FLR. SYSTEMROOF SYSTEMFOUNDATION:KING/JACKSTUF GROUP TO FTG.w/ DTT2Z HOLDOWN.INSTALL PER TYPANCHOR DETAILS(DETAIL 7)FLR. SYSTEM:FASTEN EACH JACKAND KING STUD TO FLR.w/ SDWC15600FASTEN TOP PLATE TOHEADER w/ SDWC15600 AT 32"O.C., MIN. 1 PER HEADER, TYP.JACK STUDS TOHEADER w/ (1)MSTA18 STRAPFASTEN JACKS &KINGSTOGETHER w/ 8dNAILS AT 6" O.C.STAGGFASTEN KINGSTUDS TO EXIST.TOP PLT. w/ (2)SDWC15600 PERSTUD, TYP.INT. HEADER IN EXIST.2FASTEN EACH KINGSTUD TO BTM PLATEw/ (1) SDWC15450,TYP.(2) INTERIORJACKS BETWEENOPENINGS UNDERCONTIN. HEADERONLYKINGS/JACKS PERFRAMING PLAN,TYP.FASTEN TOPPLATE TOHEADER w/SDWC15600 AT32" O.C., MIN. 1PER HEADER,TYP.HEADER OVER JOISTS1FASTEN JACK STUD TOBTM PLATE w/ (1)SDWC15450,TYP.FASTEN BTM. PLT.TO BLK,/I-JOISTS w/(1) SDWC15600 AT32" O.C.BACKER BLOCKINGREQ.DBL. 12" A.T.R EA. SIDE.INSTALL PER DETAILON S-4DBL. HEAD PLT. TOJACKS w/ (1) A35 CLIP& (4) 8d TOE NAILSKINGS/JACKS PERFRAMING PLAN,TYP.FASTEN PLIES T/G w/8d NAILS AT 6" O.C.STAGGFASTEN TOP PLATE TOHEADER w/ SDWC15600 AT 32"O.C., MIN. 1 PER HEADER, TYP.FACE NAIL KING STUDTO END OF HEADERBEAM w. (7) 10dEXIST. TOP PLT.G.D. HEADER3SHEETREVISIONSNo.DATEDESCRIPTIONAPPROVEDPROJECT#:DATE:DRAWN:DESIGNED:SCALE:KEVIN C. MARTIN, P.E# 80359MARTIN ENGINEERING, LLC.450 STATE ROAD 13 N., #106-387JACKSONVILLE, FL 32259 904-472-1459FL C.A# 32027AS SHOWN2020 MARTIN ENGINEERING, LLC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT FROM MARTIN ENGINEERING,LLC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONSAT JOB SITE.MISC. STRUCTURAL MODIFICATIONS404 OCEANWALK DRIVE S.ATLANTIC BEACH, FL 3223321-7279/22/22KCMKCM16/13/23DORMER FRAMINGKCM21-5-24GARAGE FLR./DORMER FRAMINGKCM