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HomeMy WebLinkAboutUTILITY BUILDING INFORMATIONGENE_ RALN617ES: 1. STRUCTURE HAS BEEN DESIGNEDAN ACCORDANCE WITH 12, ALL FLOOR JOISTS ARE To BIfPRESS I ORE -TREATED TtiE2C2OVLORIDABUILDLNG CODE (FBC). SYP'0, OR'BETTER. 2. ALLMATERIALS AND C"' RUCTIbNSHALL BE.114 13. ALL UN-IREATED WOOD FRAMING isto BE -To BE TER, uwEs' ' " ERWISE. SOFU20RBF-T ;37NOTEDOTH, W1 THkABOVEbGdkSATTHE­TIMEOF ACCOI�&ANCO kANUFAbTURE. 14. WOOD FRAMING SHALL COMPLY. WITHTHE ANSVAWC 3. DRAWINGS SHALL.NOT,BESCALEQFIDR DIMENSION S. !NATIPI�ALDESil6N�9PEC!iFIdAT[ION(ME)S)'FOR:W90D NSTRU Oft-.� I CO CTI 20 8., ,4. STRUCTURES ARE CLASSIFIED AS, . 'MINOR STORAGE IYPERTABLE FACILITIM(RISK i6oil.;�SAND 16.ALLFLOORME�KINGIS-T( ) BED TREATED PLYWOOD -CATEGORY sHo.uLb NOT* USED FOR HUMAN HABlITAtIoN, OR %- PERFORMAX SC6 FLOOR SHEATHING. �FLOOPJNG '6ER S., STRO67URES ARE DESIGNED FOR LOCA -fIONS-THAT HAVE A BE OF N ED SECOND WIND GUST OF J60 MPH FOR RISK CATEGORYI WOOD IN STRUCTURES PER FIGURE i - 600.3(4}OFTHE2020FBC- 16 ALL,SK . IDS ARE TO BE I 4x6,PRESSURE-TREATEO. 6. SIDING FASTENERS E04 SHALL NOT BSTALLIED IN PANEL SIDING - RATED FOR GROUND CONTACT. THEPANEL OR WHEN THE SIDING PR VF . SIN-THERELDOF I THEIP 6ROOVESOCC ORAT-bUTEDGESOF THE SIDING 0ANEL. 17. FZEF:ERtO:THr:-stippuE65ASTENING SCHEDULE FOR, FASTENING BASED ON CbNWCnON AND LOCATION OF 7. S*UqTuREs AROIDESIGNED FOR LOCATIONS ikAT ARE'NOT ­.MEMBERSAS PER THE i020,FLoRipA BUILDING CODE NOTED OTHERWIS OTHERWISE: INFLOOD HWRQAREAS.TABLE,23041 B.-iN AC6F8Q.'1609.1.2,ST6RAGESHEDS NOT 18.. AL EXTERIOR Np4LS-ARE�30,1,�t7JNt-CO,ATED- mM'HAE;iTAnoN WITH A FLODRAREA,• DFPIGNED FOR R LESS ARE NOT REQUIREDI TO COMPLY QUAR Do S E 19; STRUGTUR£$-SHOULD HAVE 30 YEAR RATED�ASPKALT :OF 720 RIS 111 1MPACT IBDRNE DEBRIS WITH THE MAN, V41ND -STANDARDS S 61 (CLASS F�) 0 ETAL ROOF:FANELS. OF THE4020 FEIC. 9...INACC6k6Ak6EWITtiFUC-iolo.I.IBUILDINGS��TtiATARE400, SQUARE FEET OR LESS THAT,ARb4kNDED'FOR USE IN � i ENDEDTO BE 20.'SECTIONS ANDDsTAIiLSSHOW�ARE,INT' TYPICACANDSHALL APPLY -AT ALL SIMILAR LOCknOf ' 4S. W'" rH ONE- AN6Two_ FAMILYRE3IDItNCES UNLESS j40TEDOMERWISE.: .CONJUNCTION ARE NOT AND WIDTH SOWEGTTO THEDOOR HEIGHT REQlJIREMFNTS'OFi�E20&0BC� 21. ALL BU E TO BEAI%QUATELy ANCHORED To 4LDINGS)%R TORESISTWiN&LOAD5. ANCHORING OTHE SUIUM619 10. ALL ROOF DECKjN i3..isjo Be wom 1%2PL . PLYWOOD, 'SU13ilfCTTO'LOCAC'URtSDiCTtONiOPkOVAL.� ')� PLYWOOD,OR EQUFVALIENT,FA;6*14 ROOF SHEATRING TO k66F FkAMIII46yiTfi t�a' RING EIHAf4K,hAILS E;AcED Af' 1ESIGN6Fb20 km" 22 BUILDINGS MiE NO BEE�.60 z MAXvUNLESS-NOTED OTHERWISE ON SHEETS-,1.6: REMENTS AS SET FORTH 1 ii.,ALLSIDtNGlSTdeEt;TP.EATEDTI-,Iii'WStAAR'FSII)E PANEL, OR.29 GA. METAL sibm, 0 Al A[6 F k, Sp UtLl, bplLL INU VAOP . Dl_QI - ta , Ify sIq r riedbyl(evinivolan, 9.9.234213=A014rl�20030600.' l0=00174008950 lF00044M Vin Rolah c DESIGN CRITERIA. i. RISK —CATEGORY I Z,LIVE LOADS: c FLOOR: 46'PSF "ROOF. 20,psp 3.,DEAQLOADS:, FLOOR 4 PSF. ROOFS:: OO F�? PSF WALL PSF 4, WIND LOADS ARE : Vuh = 16d MPH ftoofelL 1. (977 tTHE AND TIE -DOWN SYSTEM FOONDATION JlypoMont ftA*-o_o=wAtl It of fK4 2,RAM STAIAS, ANDGENERAL ACCESS AUdWft of AMM" 4M OfmaYeia RM tW -11—tu (il *0494' 3. ELECTRICAL SERVICE HOOKUP )'ON THE"fftING. j FOC FIGURE 166*3(4)) NDI',-r '%PP I ROVE RYC ENT g,COEFFICIENT-. QCQ­ 10FTz PSF I EFFECTIVEI WIND AREA,­Ae =20 FV 900E-79N 6- -29 ZPSF �ROOFZONE-2 17.6,49.0 PSF ROOF -ZONE 3 17.6,--73.7 PSF - .6NE 4 32.D. 34.8'PSF WALL_-ZONE:6=32,.0,.,41..8PSF, NOTE"= WIND PRESSURES SHOWN, MAY SE REDUCED FOR LARGER -AREAS AS `ALLOWED ,s. CONSTRUCTION TYPE: V-D 6.'OCCUPANCY GROUP U WEATHER,,KING P.o.,66X-io P,ARl8,,TN'38242 ,Mrr%H, FBC­2020: ;TNO. V , I' AIL A - L"P%'r:' V FASTEN ING -SCHEDULE DESCRIPTIONOF UILD IG �EL�M�NT NUMBER AND TYPEOF FABTENER SPAC INGAN6,LOCATiON ROOF FRAMING EACVIENDToEKAtL OR 3 Ew, a LOCjCj4DEjfrWe- PAMASNOT ATTHEWAll 2 6dComwN(3i"-0.Im 'END MAIL 2.3, 14 CAGE STAPLES PEEEpEkCESHEET S42�4A"S26 b ,,A,,E,OR RO&W.MS1616F PLATE 4, IW BOX Im I3r- 1rXSK4ILS TOENAIL 4-3-jVGAG6STAPLFS,Ke-CROWN ' 3-I0400x(3-.0.12W) EACHJOIST.IrDE4t CEILING jOISISTO TOP PLATE 34*x0.f3I'KIJLS WALL f"IN 24-OD FACE MAIL IWBCx(v..0.1?6-j rx(IMIWILS, - STUD10 SHUD(WTAT SPACED VJMLFANELS)L 3'-3`141GAGESTAPM tWA4ALFAC(!WA1 mNAIL 34rI4GA0MSrAPLES,*W.CRQWN 4 .30 _TOpKATETOTOPPLATE ReCROWN 1 01 DESCRIPTION OF BUILDING ELEMENT 1: NUMBER AND TYPE OF -FASTENER SPACING AND LOCATION WALL FRAMING (CqNT.) E . AC"SIDEQFENDJOINT.FA1,—.NXL4 TOP PLATE 70 TOPPLATE.ATC110 JMTS iOd BOX (WNIKJA2VLAPW1JCELV4Q1H EACH SIDEOF END JOINT) WO.C.FACEMAX BoTiatt PLATE TO JOIST, BOA JOLS JOIST. OR SLOC"G JWT AT SRAf Eq,�MkL P=.) ST-us, 2 -,1 SdICOM04 tW-61621 16dBOKMA0.135) at000rtDIATBRACEOWALLPMCLS), 3-14 GAGE STAPLMYe CR(7M 4 j0dS0X(rXQ.TZr) A-WWAWNALS; TONAL 4-3-14GAGESTAPLESN,4CROWN STUD70TOP'69BOTTOIA PLATE 3-I*dSOX (r.0.IZr) 3-3`xQt311KAIL$ I 3; r 14 GAGE STAKMi4CCROyJN TDPPLATESAAPSATC�ERSANDIMRSG _.tr.Q.MT : a-3'x0.11PNAQ. FACEHAJL 3-31140A(L9STAPLES.%:CR0VVN FLOOR FRAMING Jors-TiostaD f2dBDXf3*x0,12n 24-04C. FACE IWL ATTOPANDBOTf011 3*.!L13I*flALS' 1 14GAGE�TAPWSwWCRCVVN, AYD--'• , • WLT41PSEALIS EtIOSMOATEACUSPLICii•FAC6t,1AIL s-W 14 GAGS ES. XC CROWN 3 160 4: 104 Boxwxomq END NAIL' "OER-70800 JDLSTORRWXXST 4-W1111-HAIS' B C`2020,-. W ...1,��� LITY B ILDING, A '41`^'-MP F.04' .11FL-ORIm I N -PTNCY Na.772.qD NUMBER S signed bjKeVjnrND #n VATe V-31-2020, -- - �': , I. 1,0191 DRAWN BY OF 49 4119200300-IMI-1--Ml O % �,�: KEOW. S. 01 B' 'T ou" , I I .,I•I - '� a- , . , * '"' I - 'h•Ki.n,g:o NONE, REVIStop. SCALE 4,06 PORTAOLE IRLVIRMED FOR',; FILE CON CODE COMPLIANCE ST. LUCIE COUNTY BOCC -- -------- FASTENINGS SCHEOULE'(CONT ) DESCRiPT10N OF BUILDING ELEMENT ,' NUMBERAND TYPE OF FASTENER ;, •SPACINGAND,LOCATIOW , : SUBFLOOR RQQF'AND INTERiOft WA[L SHEATHING' EOGES� INTERMEDIATE SUPPORTS (INCHES) (INCHES) . eccofmFcNlxLOErow:fEnlz:atlrttsuaTenoR ,edCOM.MON gLOEPOAMFOI?y'xo.i31•i(RDOFI - ;TY'x atlTfivLtstmROORAt/Dwg4 '/A'TOYt-." 1 'to GACESTAPLE: CAbMt tSU8PLOWANDTNAL14 aY„xatia•>su,cIDWWNIyEi00F) .. fi:'18aA0E3TAPLE•/u•CR01YN (ROOF} f • •'A 8, • e - -tz. 3 - a . �;ad COMMON W.. 0.131'S. GRAND WAILS Ba DEfORMC-0(2 %o.flTl tsumo Zjf,'xD.tl3'.fUND Stwac.NRR. e. 12 EXTERIOR WALL,SIDING - , 23fxafirawcsivcmuAi .. -. •LPSi•1ARFSIOEPREO'S:ON ' V..f"ED7l-L1Slpifl0. 1'2qr.xa717M03NAAKW6L 8it- WALL ,_ a SIENDWALL) - �. zt,AIt9SPACE7%AT.6otCfIFSATINTERI•�EOWlE'71P LEWf(ERE LOWNGa WAC�� mWlTt1 Tf]mSCfiEI1DLEAYID C VUNG,JMT FASTENEO.TOTMTOPKIIF-W D. `A WFICatE ARATTERISFAb`fFA IWAWADJAGEf1T AMOR-II(MW1TH1NLi 8CHtoUlE: T1iENtRfBER TOEfDULB iNTF1E RATTER«HNASEPCRMRTEDTOBERF.OUCEOIWONEWD..' . r N DI *APP t0 V E-6% 'DOCUMENT REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC —77 2 0 tlnotuurr ��.R-;,'.11Dvk4lND .1'60,:I PH--� 2-0 �li�l` UILDIN: FL ( k NO 77209'; ,h SHEET NUMBER l fDlghallysigpedbyKevinNDian' i DAT✓;;' 92-312020. ' DN: �w" 0.9.23421920030D.100.1.1 R014 DR4WNBY - KLN: tr l�'LOR1S1� 10C000001740G89501i00044A8 .pr�� - • �y ���. 4 cn-Kevin Notary rUS. ,.4tnl . , I. ,, •.,,, oNAL Lu .' %; Oate:2021.Ot0$113G27-DE;OtI` PQ�T,I��L;� BllER�IT�i`t�i�S, ., - CHECI(ED OYJ Klhi. tlenslort: ' SCALE: NONE * No.77209 *" s * c n STATES . QP ' , !Vpgdmuuul4�� V2 O- MAX LENGTH (ti'-2' WIDE) 30-0' MAX LENGTH (10'-9' WIDE) , 2(Y-0' MAX'LENGTH (W-(Y WIOE) �IIIIiIIIIiIII1IIII.IIIII ti :� illlllllllllllillllllll IlIIIILfIIIlI1JIIII[11I. TREATED RIM JOIST Qi6'OC.MAX. (8'WIDE) (NP). CIO! O.C. MAX-(]0' & ii'-2- WIDE) Ei .NUI "APPROVED" 'OOCUMI N? OUTSIDE 4x6 TRTD SKID (REQ'O FOR 1i -2' WIDE BUILDINGS ONLY) INSIDE 4x6 TRTD SKID FILE OUTSIDE 4x6 TRTD SKID . (REQ'D FOR 11=Z' WIDE .BUILDINGS ONLY) REVIE' CODE C( ST. LUCIE C TYPICAL FLOOR FRAMING PLAN - ,UTILITY BUILDING=-LRIA-®1NINa=160 MPH-F.BCI02 PROJECT NO: SHEET NUMBER - Dtgitaltysigned6yKevinNolan DATE: 1231-2020 ^ _ pN DPAWN BY: , : KIN , / 4i 4agiY40C895QIF00Wi4A Wea"ther'. 1-n-o 84,cn=wnNotan.c=US/�p //�� /mac CHECKEDBY: KW �. r r Oate:2021.01.081136:48-06'00'- P 4l81TR'\ I7 L G � IJ I LD If'til,o c7 REViSK1N" SCALE: NOT TO SCALE FOR 37-0- MAX LENGTH (I V-2- WIDE) 70'•0' MAX'LENGTH (10-0"- WIDE). IL PORCH 2x4 STUD_ WALL TREATED RIM JOIST o ABOVE hTl P) 3 _ _ S•32 q: 't �) 0 - SPANOFTRTD I.. - PORCH DECKING' OUTSIDE 4x6 TRTD SKID (RE17D FOR 11•-2-WIDE BUILDINGS ONLY) INSIDE 4x6 TRTD SKID OUTSIDE 4x6 TRTD SKID (REO`DFOR,1:4'-2^ WIDE BUILDINGS. ONLY) Approved byy Phllllpp E Ro . Flollda PE 49070 Ian No: SER2io0n Dats:i NDI °`APPROVEW DOCUMENT CONT, 2z4 TREATED FLOOR -JOISTS Q 1V O.C. MAX. IB• WIDE). 4x6 TRTD POST CONT.2x6TREATED FLOOR JOISTS.IV O.C. MAX (IV & IV-2-WIDE) ABOVE (TYR) (SPLICED JOISTS ARE NOT PERMITTED) TYP UTILITY CABIN FLOOR.FRAMING PLAN.(OPTIONAL) ,ittt.,tttta,.,. -WIND*0 MPH—'FBC 202G ° L N� ---' TIUTY BUILDING --FLORID %,�•• . * 1 ,NOJ7209, i * ` olgttallys49ned 6y Ke31n Nolan PROJECT No:. SHEET NUMBER t.DN: - ` 0.92342.19200300-10QXI�A01 .. , WNaY• DATE: 12-31-2020 59 KLN �1-9Bpgycn=KevinNola4r-u5 � L� ■ � � - . 4r�IS` pNAT:"t\�\O ! �• .Date. 202IDI.081137U9. .,. -` CHECKED PORTABLE tU1 D'IfiiGS`, 6Y• KLN,, . REv1s1oN• SCALE: NOT TO SCALE hneHiuntp 3Z-W MAX LENGTH (tr-r WIDE) 30'-0' MAXLENGTH (10'-(r WIDE) RIM JOIST OUTSIDE 46 TRTD SKID (REQ'DFOR 11'-Y' WIDE BUILDINGS ONLY) INSIDE4x6 TRTD SKID OUTSIDE 4x6.TRTD SKID (REOD FOR 11' 2'°WIDE BUILDINGSONLY) NDR "AFIMOVED" DOCUMENT B .� 1 V YYNLL •ABOVC.(TYP) - CONT. ?x4TREATED FLOOR JOISTS Q-16°:O.C- MAX {6`:WIDE) ABOVE 4x6TRTDPOST ''� ;2 _ CONT,2x6TREATEDFLOORJOISTS@,16'O.C.MAX{10'_&-11'-2'WIDE) ABOVE(TYP) S3.2: S3.Y (SPLItED�JOISTSARENOTPERMITTED) SPAN OF TRTD ' PORCH DECKING 12'-D'MAXPDRCH. S{DE`UTILITY"CABIN' FL 60R'FRAMING"PLAN (OPTIONAL) , TILITY BUILDING-�FLRIA--ININD 16 MPH FBC 202 ■ - - * * _ - s Digitally signed by Kevin Nolan, t 9 ON:. - _ PROJECT NDs- OATEt . 12 3 2020 oONECKEDBY: R NUMBER f-0923A2,1174OC80100.6t=A014 •� <OR10 ` - Zi��(/.�Lis� 10Coaoo0t740CB95-;US aAB- m=Ke9fn Nolanc=US �K ++i �a _ A ea ■ :her "Kinge., KLQ 77 \r�e41 1r ,LtU B, ii�,(/r,0 upL,����(d�- r pate:8021A1.Ott113735-OS'00; REVIsroN; PARTA13LE BUILD Ifq(i SCALE NOT TO SCALE _ Approved byyPhllllpp E Robbins Florida PE-48070 Plan; 0. ,ERmou'Dat.:1111 =I -NDI' ; "APPROVED' 'DOCUMENT 4`"0e 2x4STUD WALL . .ABOVE(TYP) B-32 OUTSIDE 44 TRTD SKID INSIDE 4x6 TRTD SKID it OUTSIDE 4x6 TRIO SKID' SPAN OF TRTD PORCH DECKING TREATEDAIMJOIST (TYP)' FCONT.1.6,T1.ATEDF000RJO,ISTS @16•O.C.MAX. 4x6 TRTD POST- - } 2 ABDVE(TYP) S3Z " S32 (SPLICED JOISTS ARE NOT PERMITTED) 42'•01 -. DELUXE UTILITY CABIN' FLOOR FRAMING. PLAN {OPTIONAL)- MPH."'MC2020 O�-WIND�160gTILITY BUILDING --FL. �t .•ti�LENs�•.vU'� ?iA ..PROJECT NQ..:. . SHEET'NUfAeER - * ) Digltnlly;tgnedbylGe in Nolan DATE' 12-31-2020 STAT2 °DM �4 234j:1921103001001.1. ,A014 A N:,eat -� � '�DRAWNBY�� Kmga,-�',CHECKED BY: ���� KLN . - KIN p }, �!�h 11 ' tC . i - : a/ Dater O1A8110 �1.38.90-06'00`. - U I �'M I N G c7 - REVISION: SCALE,: NOT TO SCALE 45, 'O RT�?ORL�.$ `" l2" OA. .(SPUGEU'JUIS 1S.AKt 14UI rtKbli td t1J) - UTILITY w1 ROLL. -UP DOOR'FLOOR FRAMING PLAN (OPTIONAL) y- BUILDlNG --FLORIDA�--� IND-160-"MPH.-�FB 2-0,2­1 .. L �TY TR CTNO NUMBER' . o� _ " SHEET¢. t 019(taflYslgnedbyKev7nNalan., - DA7e -, 12-314020 1 DN ORAYIM BY KLNB i042342.59200300.f00:1.i.-A01 - �(j "- ,.Z,�i�?�jL.y.�"` 41UC000001740C895Q1f06044A c.(�i ■ `' J,,��� • 84 cn=Knvis�NolaR cUS' . f�, Ty�}� pit/y �y CHECE 6Y, KLN- „p� _ �,'' Dates2021A1.081136:2G •OGVO' :.`. Pie#�WLE I3,4JILMI� N r7 REYIsioN: SCALE NOT TO SCALE provod'b�yy Phillip E Robbins ,, Florida PE-40070' NDI ROOF FRAMING'BI AN. ROOF SHEATHINGDIAGRAM UTILITY uILDING FLtJRIA WINN.60,MPH FBC 2020 �.. aaaccrna HE ' Digitally sin6ed by Kevin Nolan S ET NUMBER GATE• SPATE r 09234219200300100't 1=A0141 PRAWNPY- KLN 0000000174XS9501F00044A84,ea cr+EcsEnev: cn=Kevinholar4GUS K, g' /> Datc2021.01.08U39:05=06' P©RTABLFa'`. U16"I 11'ti1C�5'. . REVISIOM SCALE: NDT,TO_SCALE REFER TO NOTE'10 ON SHEET S-O FOR ROOF SHEATHING ROOF TRUSS. REFER TO: SHEETS S4.4 AND S-2.5 T1-1I'SIDING, LP,SMARTSIDE o PRECISION SERIES 1 190IDI �SNG; OR ;? 29 GA METAL SIDING 10 (REF NOTES). to 1, (2) 4x6 TRW SKID ASTM D3161;CLASS F OR ASTM 07158 CLASS H ASPHALT-SHINGLES,OR 29-GAGE METAL ROOFING PROVIDE CONT. METAL DRIP EDGE AT -EAVES AND GABLE ENDS:REF. DETAIL 31S3.0 (TYP) 2X4 STUDS @ 16" O.C. PROVIDE'DOUBLESTUDS AT WALL SIDING VERTICAL SEAMS 4x4 e TREATED'PLYWOOD.ORERFORMAX. SOD FLOOR ECKING. 2xq,TRTOFLOORJOISTS @-IF O.C. MAX W WIDE, REFERTO'NOTE100N rAF SHEET S-OFOR ROOF SHEATHING ROOF TRUSS. REFER TO SHEETS.S-2.4'ANDS-2.5 - 5/,;T.1-11SIDING, L(2)2Y4 W LPMARTSIDE TOP PLATE S 0 PRECISION SERIES 190 SIDING, OR "7 29 GA METAL SIDING fO (REF NOTES) (2) 4x6 TRIO SKID 10' WIDE ASPHALT PROVIDECONT..METAL DRIP EDGE AT EAVES AND GABLE ENDS. REF. DETAIL .31S3.0 (TYP) 2x4,STUDS@ PROVIDEDOUBLE r STUDS. AT WALL SIDING VERTICAL SEAMS TREATED PLYWOOD OR PERFORMAX 500 FLOOR DECKING. 2x6:TRTD FLOOR JOISTS NOTES?FOR:METAL. WALL/ROOF PANELSt 1) METAL WALLPANELS WITH THE RIBSRUNNING HORIZONTALLY SHALL BE ATTACHEd,TOWALICSOFATHINGRER DETAIL'"1 ON SHEET S-3.3 AND DETAIL 1014 SHEET S-3.4. . 2).METAL:WAL'L PANELS WITH THE RIBS RUNNING VERTICALLY SHALL BEATTACHED T0;2X4 GIRTSIN ACCORDANCE.WITH DETAILS '2AND 3,ONSHEET S-33. 3) METAL" PANELS ATTACHED DIRECTLY TO WOOD FRAMING' SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S3.3 4) METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED NOTE:'BEFER70'FASTENING SCHEDULE ON SHEETS S-0.1.& S-02 IN ACCORDANCE WITH DETAIL 1 ON SHEET S-3.3' FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. BUILDING SECTIONS UTILITY :BUILDING--FLt RImA WIND=1 MPH--FbC 2 ._ PROJECTN07 SHEET NUMBER - _ -- .. t�pyglWNy.�signed bYKevlP Nolan , , pArE 12-31.2020 16ER ON: 09.9.34I:19200300.100.11rA01' ' 'DRAWN OY:. KLN � � � pp� jam.'0 D , at000000017aoC69501F00044A te�,,!'�_r Klng,� ,. ON cn=KevtnNolan:c=US- 41++A �1 ■ 44��� ■�+ ..CNECKED BY> IO,N2,PQ`RT1BtE '�!UI�,aririGs'R[VISIONi - SCALE: NOT TO SCALE REFER TO NOTE 10 ON SHEET. S-0FOR . ROOF SHEATHING, ' ROOF TRUSS. REFERTO , SHEETS S-2A.AND S-2.5-- (2) 2x4 rYa"T.I-11,SIDING, TOP.PLATE v LP SMARTSIDE W PRECISION SERIES 190SIDING, OR 29:GAMETAL SIDWG- fO' (REF -NOTES) (4)4x6 TRTD SKID 11=2" WIDE. NOTE: REFER TO FASTENING,SCHEDUL:E ON SHEETS S,0,1-e, S-02 , ` FOR MEMBER ATTAC4. ,4M NT610NLESS NOTED OTHERWISE. ASTM 03161-CLASS F OR ASTM D7-158 CLASS H - . ASPHALT SHINGLES OR 29•GAGE METAL ROOFING PROVIDE CONT. METAL DRIP EDGE AT EAVES_. AND 'GA13LEENDS, . REF: DETAIL 31 .0.(TYP) ZA STUDS ;@ 16'.O.C. PROVIDE DOUBLE STUDS AT WAWSIDING T// VERTICALSEAMS 2i6 TRTD FLOOR JOISTS 616 O.C. MAX �UILDINGi * : iVTL o 77209. , * olgila8y slgned by Kevin Nolan . DTP ON; 09:234219200300.100.1.1=A0T •.Lp...... n / .v%fja�410CW0001740C89501F06094A � p 84,cn=KeviANolaryrUS bate; • 2021.01.0811:40:04-O&W BUILDING SECTION NOTES FOR ME'I AL YVAWRuur rAMC - 1) METAL WALL PANELS WITH THE'RIBSRUNNhNG HORIZONTALLY SHALL BEATTACHEOTO WALL SHEATHING PER DETAIL I ON AAP SHEET 8-3.3 AND DETAIL I ON SHEET S•3.4. Do 2)'METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY SHALL'BE ATTACHED TO2x4:GiRT S IN'ACCORDANCE WITH DETAILS 2 AND 3 ON SHEET S3.3, 3),METAL PANELS ATTACHED DIRECTLY TO. WOOD FRAMING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3'ON SHEET S:3.3' 4) METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED, IN ACCORDANCE WITH DETAIL ION SHEET 3-3.3 E Robbins F LORI�A==WlNm'r-160:`MPH'-' ABC 2020, .. , •SHEET NUMBER ' DATE 12-31-2020 ''OA/s)J11 11H1111(®� i/��j ���1{wXin (may. : DRAWNSY'. NLN riirl_Vlt� ,Weci-th �7r� r.�J ® CHECKED BY: KLN - „P0-gTAB6 .�lJllai�lt:i'�Ca5 REVISKNJ.: SCALE:NOPTOSCALE REFER TO DETAIL SON SHEETS3.1 FOR STRAP ATTACHMENT; (TYP) LAP THE TOP PLATE FROM THE SIDE WALL OVER THE END WALL PLATE AT EACH CORNER. '1Y4.-16'GA.METAL. - BRACING STRAP - JSEE NQTE..iYP) 4'-0' MAX. DOUBLETOP PLATE OPENING REFER TO D'ETAIL 4 ON . SHEETS3.I.FDA STRAP ` ATTACHMENT: (TYP) 8' WIDE FRONT ENDWALL ROOFTRUSS OPTIONAL WINDOW REFER TO DETAIL S ON 3W WIDE;MAX (TYP) SHEET S3.1 FOR STRAP - ATTACHMENT. (TVP) DOUBLE TOP PLATE JY4"' 16 GA METAL LAP THE TOP PLATE BRACING STRAP -FROMTHE.SIDE WALL (SEE;NOTE.TYB) - -.OVER THE .ENDWALL'.PLATE AT EACHCORNER.. REFER TO""DETAIL 4 ON ATTACH.STRAP.TOEACH SHEET S31.FOR STRAP.. ATTACHMENT. (TYP) 'STUD WI (2).8d NAILS MIN. - . - -_ - REFER TO'DETAIL,S ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) IY4- -16 GA METAL BRACING STRAP .(SEE NOTE, TYP) ATTACH STRAP'TO EACH STUD W (2) Od NAILS MIN: (TYP) V-0" WIDE FRONT ENDWALL REFER TO DETAIL 5'ON SHEET 53.1 FOR STRAP ATTACHMENT(TYP) 1Y4' -'16 GA METAL ^BRACINGSTRAP .(SEE NOTE;-.TYP) - -- ATTACH STRAP TO EACW STUD W/(2) Sd NAILS MIN.. (Typ) ROOFTRUSS '" tl" 1— PERVOWT uu a LAP THE TOP PLATE FROM THE SIDE WALL OVER THE END WALL PLATE AT EACH CORNER.' DOUBLETOP PLATE I ' REFER TO DETAIL4 ON VSHEET.S3A,FOR:STRAP ATTACHMENT. (TYP) ADOMONALIY,"-16GA STRAP FOR BUILDINGS 2Z-O' TO 3W-O' LONG (SEE NOTE; TYP) ROOFTRUSS LAP THE TOP PLATE FROM THE SIDE WALL OVERTH£'END WALL PLATE ATEACH CORNER. DOUBLE TOP PLATE REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP C / ATTACHMENT. (T(P) 8' W1DE'REAI2 ENDWALL NOTE: ME'TAL'STRAP BRACING IS NOT REQUIRED' FOR WALLS - ,- - -,SHEATHED'WITHWOODSIDING,PLYWOOD,OROS,B' '10'-0" WIDE REAR ENDWALL' - •-- . �� -- -. --: UTILITY BUILDING'. FLORIDA � : =160 MP'H,--FBC WIND 2020, . ; DIgItzlysignedbyVWn Nolan DN 092347.192b91C8100.71-A01 �� - PROJECT NO; SHEET NUMBER ' ,; _ r S 2 ' DATE 1231-2020 - _ 41000OOOD1790C09507f00044 i1 he rK 140:325 c ® .r. - CfiECKEDBY: Kill DJI I lc lA6 asnn PART�?iSLE"B1-JILDIN.GS - RASION: SCALE NOT TO SCALE REFER TO DETAIL 5 ON'. SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) 1y" -16:GA METAL BRACING STRAP (SEE NOTE, TYP)' ATTACH STRAP TO EACH / 'STUD Wl (2) 8d NAILS MIN. J (TYP) REFER TO DETAILS ON, SHEETS3.1 FORSTRAP ATTACHMENT. (TYP) 1Yl -16 GA METAL - BRACINGSTRAP (SEE NOTE.-TYP) 9.0• 11-2 WIDE FRONT ENDWALL LAPTHE TOP PLATE FROM THE SIDE WALL OVER THE ENO WALL PLATE AT EACH CORNER: DOUBLE TOP PLATE REFER TO'DETAIL4 ON r- SHEET S3.1 FORSTRAP ATTACHMENT. (TYP) ROOFTRUSS �""' "'•T'ERZtoWr """'• pg�nlV�l «P1f I-tllV V�ppVEVI LAPTH, TE OOCUIVI • FROMT ESIDE A fROtATHE SIDE WALL OVERTHE END WALL PLATE " AT EACH'CORNER.. ,20 KNEE BRACE EACH SIDE OF DOOR' 2X4 FLAT WI 2x4 ON EDGE OVER THEDOOR. REF DETAIL BIS-3.0 (2) 2x4 STUDS EACH SIDE OF DOOR 11'-2 WIDE FRONT ENDWALL W/ ROLL -UP DOOR (OPTIONAL) NOTES FOR ROLL -UP DOOR OPTION: 1. FOR BUILDINGS SHEATHED WITH T1-11 OR LP SIDING, PROVIDE FULL HEIGHT ,%" OSB OR. PLYWOOD WALL SHEATHING ON -THE INTERIOR FACE OF THEWALL ATTACH THE SHEATHING TO THEWALL-FRAMING WITH 2Vx 0.113^ RING SHANK - NAILSSPACEDAT3"MAX. Z FOR BUILDINGS SHEATHED WITH METAL SIDING, PROVIDE Vie" OSB OR PLYWOOD WALL SHEATHING ON:THE INTERIOR FACE PLUS THE EXTERIOR FACE OF THE WALL • THE F-XT£RIOR:METAL SIDING -SHALL 09 ATTACHEDTO SHEATHING PER DETAIL A ON SHEET S3.3. ATTACHT4SHEATHINGTOTHEWALLFRAMINGWITH2%"z0;11W RING SHANK NAILS SPACED AT 3' MAX. STUD Wl (2) BdNAIOLS M N (TYP) 11'-2" WIDE REAR:ENDWALL - - - - - NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING; PLYWQOD,OR OSB NoWIND-160 MPH, fBC 220 �� - gTlLITY BUILDING--FLRImA * No.77209 * : PRCUECTNO: SHEET NUMBER ONltally5l9nedby,KevtnWan _ • 12-31-2020 - SPATE "Ad -� O�'.�%c�,s�pSgTp<p�nONOuRpeFgy1i9tPp�1 MV018Y: KL29A g10L01740g9501FON44 A8cn=KevinNolahc=US CHECKED BY: KN - 2.1 UB" Date. 2021.01'.08IIA1.04 EYIs1oHSCALE: NOT :TOSCALE 40v BUILDINGS .. ROOFTRUSS LAP THE TORPLATE FROM THE•SIDE. WALL OVERTHE,END WALL PLATE AT EACH CORNER. �— DOUBLE TOP PLATE REFER TO DETAIL ON'. - SHEETS3.1 FOR -STRAP ATTACHMENT' '(TYP) (2) 2x4 TRUSS 11w1 nu. p 70n77 Vata:7n, un GENERAL'. NOTES: 2x4 TRUSS 4'4" 4'-3" PLATE (TYP) 1. REFER TO;SHEET S•D FDRDESIGN LOADS. 12 "15 Y-10" 5'-10• 2.NWIMOMTRUSSSPACING.=24'O:C.,UNLESS 'NOT EDOTHERWISE. p1DI ' 3. TRUSS TOP CHORD SHALL BE BRACED WI STRUCTURAL WOOD 1-5 Atr1r r nO V . D SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. I Irv, m }►i'r/�t' f 4. ALLTRUSS •TRUSMEMBERS ARE TO BE SPF #2.OR BETTER. - 2x4 - DQCUM 5. TRUSS PLACES ARE TO BE A�MINIMUM OF 20 GAGE (MT20) 11-2• - °i . HYDRAULICALLY PRESSEDAKPLACE EACH SIDE OF TRUSS: ALL TRUSS MEMBERS TO BE2x4 SPF 02 _ 2x4'fRUSS • 6, REACTIONS DUE -TO WIND ARE BASED ON MWFRS END ZONE PLATk (NP) PRESSURES. INDIVIDUAL MEMBERS DESIGNED FOR MAX REACTIOPlS, HORIZ: 31 LBS, ALL TRUSS MEMBERS TO BE 2x6 SPFt12 COMPONENTS AND CLADDING WIND PRESSURE, NET UPU 12: 1 L L , (UNLESS NOTED OTHERWISE) 7. DEFLEOTION MEETS`U240 LIVE LOAD'AND U180 TOTAL LOAD. GRAVITY: 204 LOS. 8. LOAD DURATION ADJUSTMENT FACTORS: 8' W IDE 'UTILITY TRUSS MAX REACTIONS. - - - HO -LBS. ROOF LIVE:1,25 NEIFT:309LB -WIND: 1.60 GRAVITY: 284LBS . 9. REPETITNEMEMBER INCREASE 1.15 2x4 TRUSS PLATE, MP) —'� 11'-2'WIDE--UTILITY TRUSS 12 } ,D-0• to ALLTRUSS MEMBERSTO BE SPF.92 FILE COM MAX�REACWONS HORIZ: ,ALBS. _. . NETUPLIFT' -276LBS - . - GRAVITY:.'254113S: , 10' WIDE UTILITY TRUSS - '"o,,,,,,,`.,`.�.:,�>rNs'- 0MC2020WINp=-UTILITY BU1LD1NG—'rifLQR10vA—' ti * 1Vo 77209. : * . DI0ltallYs6nedbyjCevinNolan ; ON:, D DATE: FIR -3 12 1-2020 ,. , � STATE ` O.R23421920D3DD:100,1,1--A01,� DRAWN BY: Si KLN. SHEET NUMBER O • ��( OF^ Q' P �/��. - '410C400001190089507F00099 .. ,. .. OR19 / ' l�/� ifiri� ea her,Ki'n .`KLN 0 .'• .....• an c US REVIS ON BY SCALE: NOT NAL �y�a , A84 rn=Kevin kol UR y�9 N Slp 1L'� ��Date 202]01.081�1:4136 SCALE ",,,,j;,tt,,,,,,.,•� �61>6 PC?RTI� B1�� i3u1Lt!'wG5