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HomeMy WebLinkAboutEngineering He COPY 401 .; I w+itid CG>?ie?¢ric FLA Martutacluied Bwkling Program V? t, 1940 NoM Monroe Sum B1ISi n* '51 Sure 90A Professial Tallabassee, Florida32399-0772 Phone:&%,487,1824•Fax;850.A14-8436 ' Regulation Ken Lawson,Secretary Rick Scott,Governor August 22,2016 Robert Moore Lark Builders,Inc. P.O.Drawer 629 Vidalia,GA 30475 RE: Manufacturer Certification,ID MFT-114;Expiration Date:August 22,2019 Dear Robert Moore 3 It is my pleasure to Inform you that Lark Builders,Inc.,located at 409 DIXON STREET,P O DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings Program,as provided for under Chapter 553,Part 1, Florida Statutes,to manufacture Factory Built Schools,Storage Sheds,Manufactured Buildings for Installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status.You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed,approved and Indicated[on the cover page of the plans]for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website.All site-related Installation Issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year:. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification Is approved for three years from this date.You will receive a renewal notice by Email generated by the BCIS;(www.flotidabuikllnp:ora)for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.floddabullding,ora to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo C3 Manufactured Buildings Program cc:Professional Service Industries • Ow Copy THESE PLANS a� IL 40 All PROPOSED WOM s�: L"-Ty urr nT �I,%7ISION ARE SUBJECT TO A��CORRECTIONS R. �NVED PORA A��.L�:c tF,vF;; I; B REQUIRED BY FIELD INSPECTORS THAT DATE-' ' l MAY:BE NECESSARY-.IN ORDER TO ::. PLAN AND PEpNnI'All UST BE KEPT ON a©L ALL APPUPABLE CODESe EZx3 N0 iNSPECTRUN IVILL BE P311A.PF'f?OVAL 2015-06-25 160 mph xp. D - Lapsider Box Eave Wood Shed Master Plan - Approval Stamps: GENERAL NOTES:� '` �J DESIGN PARAMETERS: (HIP-GABLE ROOF) J Lark Builders LWINDDESIGNPERA5CE7+(O,SEISM:C DESIGN PERA15C341-051 Ii . TH15 5TRUCTUM WA5 DESIGNED IN ACCORDA:CE WITH THE 2012 q j ! Ik BUILDING CODE-ANO TNEFLORIDA BUILDINGCODE:WIND' 409 Dixon Street I- WIND VELOCITY: I Goniph LOADING DESIGNED IN.ACCORDANCE VATI1 THE.ASCe_7-10. 2. WIND.IMPORTANCE FACTOR: � O 2. ALL MATERIALS AND LL OTHER ALL 1C IN ACCORDANCE S Tfi THE Vidalia,' GA 3 Q474 A. NT.PRESSURE COEFFICIENT: 0.18 t ` - ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 5, ENCLOSURE CLASSIFICATION:ENCLOSED, S. WWTTEN MMENSIONS 5HALL TAKE PRECEDENCE OVER5CALED G. COMPONENTS AND CLADDING: DIMENSION' Sheet Index- -ROOF LOAD(ZONE 91): +25.80/-52.68 P5F 4. OUTSIDE OVERALL DIMENSIONS.CAN VARY BETWEEN UMT5 SHOWN -ROOF LOAD(ZONE i'2): +25,501.74.19 P5F BUT MEMBER SPACING SHALL NOT EXCEED LIMRS.A5INDICATED. S1.0; cover-General&Design Notes -ROOF LOAD(ZONE 03)• +25.60/-1 17.15 P5F r S. LUMBER USED.FOR CON5TRUCTPN SHALL BE AS FOLLOWS: - •---- ••--- -WALL LOAD(ZONE t4): +5G.00/-61,30 F5F �+o In�amlof;un S1.1 i Electrical&General Floor Plan _ -WALL LOAD(ZONE ns): +57.Da-72.00 P5P FLOOR J015T5- 2x4 5.Y.P.#2.(12-1 S A M05TU¢E CO rrehm S1.2 i Skids&_Floor Framing Plan •WALL LOAD(ZONE 0405): +56.50/-66.70.PSF I CODE REVIEW 2x6 5.Y.P.02-(12-15%M015TURE CONTENT) �- PWms foxU SMkf irtd utrros 2i65.Y.P.r2-(12-15%MOISTURE CONTENT) S1.31 Skld and.Floor Framing Details 7. FLOOR DESIGN LIVE LOAD: 125 P517 : 174033rd St-8 I WALL STUDS. 2x4 5.Y.P.0 I-(1 2-15%M015TOM CONTENT) - 8. FLOOR ➢FAD LOAD: 12 P5F odorMo,F7ortdo J7BJ9 ROOF RAFTE?S- 2x4 5.Y.P.0 I•(f 2-15%M015TURP CONTENT) S_9.4� Openings Schedule&Framing 9. ROOF DE51GN We LOAD: .20 PSF j P;a Rix r Wifum E.N.-j.13 i 2x65.Y.P.tl1-(12-IS`hMOISTURLCONTCNT) S_1.5' - Roof Framing&Schedule- 10. ROOF005IG!I.DCADLOAD: 5CLPLVEIGM I• u,uoioe' COLLAR TIES- 2x4 5.Y.P.P 1-0 2-1596 M015TURE CONTENT) - - 11. WALL DE516K LOAD: 8 P5F FLSM1-79,Suvst %1NDOW SILL5- 2x4 5.Y.P.f 1.0 2-I s%MOISTURE CONTENT) S1.6 i Typical Frame Section Details 12. COMBINATION"LOADS: AS PER A5CE 7-10 G. ALL OF THE FOLLMANG LUMBER 5HALL BEPRMSURE TREATED: S1.]i End Wall Frame Options 13. SEISMIC USC GROUP: 0 , STd05.FLOOR J015T5 AND 314'wd FLOOR 5,eATHING 14. BUILDING CATEGORY: I 7. TRU55 DE5!GNEO TO 5UPPORT D.L.+L.L.=30 P,5.P. 15. BUILDING OCCUPANCY: 570RAGP.-NON HABITABLE 8. HANDICAP ACCE55 TO BUILDING I5 FIFLD INSTALLED Bl'OT11ER5 A.":D GENERAL NOTES CONTINUED: 16. C045TFUMION TYPE: V B j SUBJECT TO LOCAL JURISDICTION APPROVAL, 17. ALLOWABLE FLOORS: I ' I 9. ALL ALUMINUM SO BE 3005.3105 ALLOY VATH 32.000 PSI MINIMUM 20.OFTIONAL EXTERIOR WALL COVERINGS INCLUDE 18. EXTERIOR WALL FIRE WING: O YIE.0.5rRENGTH. CORRUGATED ALUMINUM,MA5A ALUMINUM,4'LAP 19. DESIGN OVERItANG:' 8 INCH 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES AM APPLIED,5EE FB: ALUMINUM,515.P.T•T 1-1 151D!NG.VINYL SIDING WITH 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2012 4 FLORIDA_ 1507.2 FOR SHINGLE REQUIREMENT5.ROOF SLOPE FOR METAL ENERGY BRACE BACKER,HARDI BOARD,STEEL SIDING AND BUILDING CODE -\ ROOFS•54AU MEETMA.UPACTUM95 RECOMMENDATIONS. -PLEKO'STUCCO ON 515'OEN5E.GLA55 GOLD. 21.THE CONTRACTO9(MANUFACTUMR,MU5T COMPLY WITH THE ' l (J. ROOF RAFTERS 5HALL HAVE THE SAME SPACING AS THE WAL1 21.ALL DOORS-511ALL BE ABLE TO BE OPENED FROM THE: j FOLLO',VING CODES 5TUDa A D 5HAL BE LOCATED DIRECTLY OVERTH : fI E WALL 5TUD. EGRESS SIDE WITHOUT 7tiE USE OF A KEY. 2014 FBC,5'1 Edition 12..ROOF SLOPES'BERYMN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22.DOOR SHALL BE 2 1/4'x I III G'ALUM NUM EXTRUDED 2011 NEC UNDERLMMENT APPUCATION IN ACCORDANCE WITH SECTION. PRAME WITH AN ALUMINUM PANEL INSERT.AWNI NUM 1507.2.8 OF THE F_B.C..2010 TRIM.DOOR 2014 Florida Fire Prevention Code ATTACHED TO VERTICAL 2x4. I Hanay Assa:ieta,Inc. 13. WHENPOORNG5¢-4ES ARE PLACEDViCA IMLLY3Ye fin 'xI- x16Ca. 23.OPTIONAL DOORS INCLUDE DOUBLE ALL)KNUMDOOR5• CallteofAuthai:alion i HAT CHANNEL PURIIN5 ARE REQUIRED.-VATH A MAX SPACING OF 4' GARAGE DOORS,GO'. 72'.ALUMINUM DOOR,32• AND THESE BUILDINGS ARE FXEMFT FROM THE THE FBC ENERGY _ No.27124 as qB'SINGLE DOORS,AND PRE HUNG.5TEEL DOORS.TYPE, CODE I14 ACCORDANCE VATH 101.5.2 14. ANCHORS SHALL MEET THE REQUIREMENTS OP ALL APPLICABLE 512E,QUANTITY,AND LOCATION"WAY VARY. ES ----� LOCAL COO MAN 15 NOT A FOUNDATION DESIGN. 24,�PKEMANUPACTURED 00095 THAT MEET APPLICABLE SITE INSTALLED ITEMS: tR f f ir77, I 15. BUILDING'15 CLASSIFIED AS TYFE.S' (STORAGE) CODE5.MAY 13E USED INSTEAD OF DOORS LISTED ABOVE ` �G - H.g I. THE COMPLL?E F-UNDATIONSUPPORT'AND TIE-DOWN SYSTEM. 16 ALUMINUM owoow5-TYPE.StZE,QUA NTiTY,AND LOCATION MAY 25.IvMMUM WALL HEIGHT TO BE 6'-0'.STUD AND RAFTER, 2, RAMPS,STAIRS AND GENERAL ACCESS 70 THE BUILDING. i; Q�'�VOEN�S '�F ' VARY. SPACING SHAEI.BE 16 O.C..Max.rOR ANY'WALL HCiGHT 3. ELCI:TRICN.SERVICE tIpOK11P(INCLUDING FEEDERS)TO THE O No�B�9558 . i 7: ALL fASTT N'cRS INTO F.T.WOOD 5HAJ1 BE HOT DIPPED GALVANIZED ABOVE 7'-0:,WALLS UNDER 7'.-Cr.IN HEIGHT MAY HAVE MRLDING. •? FASTENERS. FRAMING SPACED AT 24 O.C.,Max, 4. RODE-DRA!NAGC5t7ALL"COMPLY VATH F.B.C. 1503 AND - 1 8.MANLIfXCTUMR.(N5TAL ATiONSTANDARD5 5HALL BE FOLLOWED 1N 26.ALL 13RMO MATtKIALS SPECIFIED:MAY BE SUBSTITUTED 'ROOF D : ORDER rO&fHE5e DESIGN DRAW!NG5.TO ACCURATELY MFLCGT FOR-EQU(VALENTOR GREATER PRODUCT. NOTE;THIS LIST DOES NOT NECESSARILY LIMIT THE Irem5 OF STORK !%0�.,. STAv{,TE F ? - FIELD'PERfORMANCC CANDITION5. 27..ALL DU lDINGS(EXCEPTTH05E IN U5CA5 AN ACCESSORY AND-MATEN'AIS THAT'MAY Be REQUIRED FOR A COMPLETE :FLO)7LOP 19. THESE 5TR!ICTOM6.SHALL NOT 13E USED FOR COMBUSTIBLE OR BUILDING FOR A ONC.OR TWO PMAILY DWELUNG UNDER INSTALLATION.ALL SITE.RELATED ITEMS ARE SUBJECT TO LOCAL i isS HAZARDOUS MATERigL 4 .ft.)MUST NAVE ATCPAST(1)32;i80'(M!N.)DOOR , 7r 7ONAL .` �'� JUR15LtiCr10N APPROVPL. �7ff f 1l lllt`� -�� These.plans were designed in accordance with: -- eet b- t4f" I 2014FBC,51.^EditionB Lapsider Box Eaye.MasferPlan. I iDeskAedBy: I� 224a' w SheetNumtieY: 1 O.R.H. r Haney Associates, Inc. 2oLI NEC Lark Builders i I 160DswW 'EnBineering8c Coixlstructton Planning 1 2014 Florida Fire Prevention Code 409 Dixon Street I 'Checked B Dalc: I S1 .0 t a' P,".34d.SMM.SCl7dd7-te-:!aloe-Imo For Wind•5-speed 160m h,Ex osureD 1 V ' ; I P P P Vidalia,GA 30474 i CL.A tr2R7113 , ! o f"S F r ' PSI APPROVAL 2015-06-25 ELECTRICAL NOTE5: !Approval Stamps:M I: W'EN AIRCONDITIOWNG 15 INSTALLED IN THIS BUILDING,IT 5HALL BE THE Re5PON5;BIUTY•OF THE HVAC:CONTRACTOR AND ELECTRICAL CONTRACTOR,TO-VERIFY WIRE AND BRPAK9r SIZE5 F.OR ACTUAL ' HVAO UN#(5)IN5TALLED ALL WRING TO BE'.INACCOWAN&IMTN THE 1 NATIONAL ELECTRIC CODE.LATEST EDITION. j FLEXiBLI!CONDUIT for LIGM PDaURE5. , 3. EActi mcUfT-(5 TO HAVE CONTINUOU5 5OUD COPPM IN5ULATE0 GROUND VME CONNECTED TO EQUIPMENT GROUND BAR IN.THE MNN v11N00'v hE;GHT,.LOCATIOy 32`MIN..Ca MAX.WIDTH D15TR15UTION PANEL. AND OUANTITY MAY VARY 24' BY 61-8'HEIGHT DOOR, 4. EQUIPMENT GROUND BAR 1^I MNN 015TRJBUTION'PANEL 15TO BE AND•ARE OPCIONAL.�J '—� 4 •�L •'•�LOCAXION MAY VARY. GROUNDED TO)A N W-M 16-O'COPPER CLAD EARTH DRIVEN ROD I \\ 1 WITH GROUNDING CLAMP AFFROVEO.FOR DIRECT BURIAL. _�^ L ----------- ALL CONDUIT TERMWAT(Oh 5 OF I.OR LARGER ARE TO HAVE PLASTIC — -- IN51JL A,TEO BUSHINGS. G. ALL ELECTRICAL WORK 15'TO BE IN ACCORDANCE MTH THE NATIONAL 2x4 5.Y.P•82 WAI I ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NPI°A I 1).LATEST 5TUD5'W/5.Y.P: EDITIONS. P2-2x4 50LE PLATE 7. HVAC EQUIPMENT SHALL BE PRO VIDEMVATH READILY ICCE551BLE n' P.T.314'T(G �sj lnfomr uiun DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNI.P 5WITCH FLOOR 50JEAVINNG ' 70134d on WITH A MARrrO'OFF'F051T(ON THAT IS'PART OF THE KvAC 3 SEE VARIOUS END _ O .w•-�.•��....•w.w ;k rcno s FOR 5AMIN•RIOU5 ENDS=ON Fck rL CODE REWEW EOUIPMENT 5HA1J.BE PERMITTED AS THE O{SC0IVNEGTING MEANS �� � � 4 PRATdING ST�'TIONS FOR 1 ONLY Wr1EREOTHER-015CONNECTINGMEANSAREA(50PROVIDEDBY ip � SECfiONSFGRWALL y p�ptetsionelSsrvioofndustfei A READILY ACCE55tBLe ORCU.T 5Rf,WfR. •�•AND IYNDMv FFAV.NG. WALL AND DOOR FRAMING.' O 17�e�3rdSlraef 6. PRIOR TO ENERGIZING THE ELECTPJCAL SYSTEM THE INTERavmNG w OrWnRenewdo,pfwid•YAlNr 33639 RATING.OPTHCM a t O Fer, n E.neary,n NNBREAKERMUSTBEDPSIGNEDA.ND VERIFIED AS 1cSnC#31a6040 BEING IN COMPLIANCE Y4T115EC.I I 0-9 OF THE NEC BY A LOCAL. " - ; LA sU00a0s ' rL swat,SMP-01 ELEGTRIC�CONSULTANT. 9. THE MAIN.ELECTRICAI PANCL,.rECOER5,POWER HOOKUP TO BUILDING (INCLUDING ALLi3ISCONN.EC-15,OVER.CURRENT DEVICES.PANF-L5, �J$RS: i GROUNDING,ETC.)15-DESIGNED BY OTHERS,SITE 11,157ALIED, 5ULUECTTO LOCAL JURISDICTIONAFPROVP.L 10 ALL WIIRE•5T051VITCHE5 AND'OUfLET5'TOBE112AVi,GTi1Y7NAND OPTIONAL ELECTRIC TO '� WP 3E MIN.,GO-MAX..Y.YDTH mu:MEET THE COLOR CODE RYQUIREMEN75 SET FORTH IN THE.NFPA EACH tMT FIELD � 8Y 6-O'HEIGHT DOOR 1 70:NATIONAL IfLECTRICAL CODE 4'-0'or.6'-0 ti 1 t AIL ELECTR)CAL Of,7'LE'TSSHALL BE GFCI IN ACCORDANCE IYITN CONNECTED FROM LOCATION MAY VARY. FJ75TING P06VER. Optio ul Pgrdr (�— ARTICLE.121:0.8(A)(2)NEC-Otf. 5OURCL TO UNIT 50-.0'MAXIMUM BUILDING LENGTH Electrical.Symbol Key NOTFS: C�cs_ieofJtuthnrizaiion 1 1 GFCI Duplex Receptacle-12UV�1fd -ALL F.LECTRICALEQUiPMENTSH01VN15.OPTIONALA14D LOCATIONS MAYVARY. No.27124 .! •DUILOING5 VATH WALL HEIGHTS GREATER Ti1AN T-0-50k(L HAVE WALL 'Incandeacent Light w/('l)-60wBulb FRAMING5PACEDATI6'O.C.;MAX. R. Junction Boxy w ) .�QQ`GK� Typical Floor Plan O:' No.6 Switch SCALE:1/47-11-0• I *• •*.�1 wP Weatherproof I STATE L Se Switch Wf Receptacle'Outlet 120v 10 • , ,f�NA L11�.� j TMmeepplans were designed.in a CCardunce with wider 1— -1 Lapsider Box Eave Master Plan ``Den.da Prn)ccL'Iin. i SheetNumber 20L4FRC;5 Edition 8 Y-. Haney Assaelates, ne. 2011 NEi Lark B.tiiiders (' ° °RK scan ww) j .r Engineering;&cConatruct{on)'Idnning 2014 Florida Fire Prevention Code I 409 DIXOn:Street CA:eu]<t,Sia lfO•,$.C.29dri'P,,oeu14<14fbpn + For WindSyeed lFaO rrph,iExposbre'D i 'aN�by: - { - Vidalia,GA30474 —`j QLA. oyrii3s I 2 of-8 i - PSI APPROVAL 2015-06-25 Approval Stamps ` SKID W"O.UTAND FLOOR FRAMING-SCHEDULE HE SCHEDULE FORJ015TSIZE 125 psf Live Load(2 Skid), 125 psf Live Load(3 Skid) Widths JSistSize&Spacing ,.I A. B Widthi JolsfSizeffiSpacing _LA_' B A e l g. ! C• 6'.p•- 2x4's @ 16"O:C.,Max. i 15'142" 6--0"!. 20's @ 16 O.C.,Max, 12",2411, 2x6's @ 16"O.C.,Max. ;18" 60" 8'-0"1 2x6's @:16".O.C.,Max. 16"132" l0'-O'2x6's @ 1.6"O.C.,Max. j 24' 72" 10'-0" 2x6's @,16 O C.,;Max, 20" 40" SfE 5CHEDULE FCKJ015T 517E 11'-0' 2x6's @ 16"O.C.,Max. 2¢ 84" 1-r 2x6's @ 16 O C.,Max. i 22°`44" 1 R-8 2x6 s @ 16"O,C„Max. {28 84" 11'-8*-1 2x6 s @ 16 O C_Max. )24" 46" ' -0 26"2x8s @ 16"O.C.,Max:a 52" 13'-8"; 2x8's @ 16"O.C,,Max. ;40' 84" 13'-8"1 2z8's @'16"O.C.,Max. 28" 54" -� i NOTES: •FASTENERS WILL MEET TF!E MINIMUM REOUIBEMENT5 FOP ALL STRUCTURAL.COMPONENTS A55ET:FORTH p 2 lnjommGoit UNDER,FBC 2304.5.1 ANO�TABLE 2304:9.1 ugLf55"OTHERWISE 5PEC(rmb. �!l�'liu'w •ALL 5K1O5 ARE P3.4xG 5.Y.P.d2 OR(2J-P.T:2x6 5.Y.P•92 �COOE.-REVIEW •v-a'vrz)r UNT5 MAY USE 2.4 S.Y.P-93 JOI5'f5 ,�Prol6rstone/Sar1ce Mdusvies i •ALL JOISTS-ARE TO BE PT:-S.Y.P:82 174832rd St—f .51D E:RAIL TO MATCH F.T.S!DE RAIL TO MATCH odandu, krida 928. IST SUE,SEE FRAMING i JO15T 517E,5EE FRAMING .�nA.,eevrervnCiamE.n•ary,m / SCHEDULE FOR SIM. 5CHEDULE FOP 512E3. i lccasi88�o _ LA auuo4as ' — FL SMI49,S:M1P61 ' 4 I — I I UH fiH 1 SEESCHEOULE FOP J015T 5!ZE io 5EE,SCHEOUIP FOR JOIST 512E 1. Hnney,Associetc,In'e. C-6#21e0fAelharixalion I • No.27124. —�: 1—Lj I `,`iRltry/�,r 34.4 P 7,-Az6 5.Y.P./tor R R,'-0'or 6'-0r 3{4 P.T:A>;65.Y.F':M2.orA'-Orbr 6'-O' S.Y.P. KID5 I. (2}P.T:24 5:Y.P.C2 SIDS I No. 558 Opt"I rorcp Optional Poml 50'-0•MAXIMUM 8UILOIt4G iE{VGTH Sa°-0 MAXIMUM BUILDING IJrNGrki s 7 ! O STATE 1 .T is .F' 0Rt�.��t•9 TYrical.2 Skid Mcioe Framinq-Plan Typical.3-51ud Floor Frammq Plan . .-.SCALE:I14'='1'9' SCALE:114'-:I'-O' -- These plant were desgriedinaceordanc¢xlth:-~ LapsiderBoxSaye.Master.Plan Ded B P{ajeatN° , 1 ShedNumber; �F7 2614 F8C,5-'Edition # y Happy Associates, Inc. 1 2011NEC Lark Builders I I. DRH 1fi00DSwwI , EnginEering Bc Cianstructlon.Plnnning y 26i4 Florida Fire Prevention.Code: i - ! ' S.1.2 1 ro.do:sca,m.+w;sc.»ca=rs..6u-ua'se'o For.Wind Speed 160 m h,E osvrti D f 409•DixonDlzoll SfrBet .1 c*koDy- Dec,. P P '� Vldalia,.GA 30474 I C.1..A: o2rz�16 _1 i i 3 of 8 -- PSI APPROVAL 2015-06-25 .---Approval Stamps: _-_ 2x45.Y.P.#2 WALL5TUD5 -SEE PLAN V1EW FOR,SPACING 205.Y.P.F2 WALL.STUD, -- 5FE PLAN viEW.FOR 5PAONG SKIDS MAY BE P.T.-4z6 S.Y.P. SEE fitAMING j51:11 I 2x4 5.Y.P:r)?.'SOLE PLATE, FOR 02 02(2)-P.7:2x6 S.Y.P.C2 CONTINOU5 W/5/1 G'x4• ` SEE FRA.ti}ING.SCHEOULE LAGS AT 10'O.C.,Mai. FOR J015T AND BAND 512E (2)51MPSON H-3(OR T.aW TaG FLOOR P.T.314'T4G FLOOR EQUAL)CLIPS AT EACH 5HFATHING SHEATHING STUD.ONE EACH 5IDE Of SOLE PLATE t SENCO K2.(OR EQUAL O,CH 5K1DS IYa�I-y ! 4 NAILS AT I2'O.C.,ROWS FOR EACH FLOORJ015T l '� `••�.t. SHALL BE 1.5'FROM EDGE, -=" ` •----•.- !' -= -------• 2x4 S.Y.P.!2 20ga.UPUFT'5TRAP w/ STAGGER.ROES 6'FOR (4)-0.131 x2.25'Naus (2)-P.T.-S.Y.P:2x6'b 5K1D5, f BLOCKING BETWEEN •, SOLE PLATE START PATTERN G' L SK105,FASTEN TO ENDS; EACH END,MINIMUM 2x4 BLOCKING BLTWEEN�- OF EACH END Of SKID .FOIST W7(3)-O.120'x3' SK!C75,FASTEN v// -NAILS AT 12'O.C.EACH OPHON'C� )nfommrion (2)-0.1 20'xV NAILS AT SLOE,STAGGERED. � t _ I2.O.C.,5TAGGEREO. t CC DE REV EW .3a WALL STUD TIEDp':YN pETIVL bBdIdOs 5KID4FLOOR FRAMNr ETAJL_ 2- EN JOIST FRAMING DETAIL 5I.• :��'�I'a' i 1':_ •:vt•.ry I.. saux:es•-r-o ?p`o/essional SerJlce Poaiisvles .1710 37ro Steel Odendo,Flerlds.12029 !Plan RaNe er,WiNam E.hoary,01 ICC l01000/0 •LA 0000406 FLSLU-79,6NP41' SKIDS MAY BE P.T,-4xG S.Y.P. 42 OR(21-1`1,=2x6.5.Y.P.02 2x4 S.Y.P:,02 WALL 5TUD5 ' 5EE PLAN VIEW FOR SPACING r7 ? ATTACH 50LE PLATE 2'LAP SPLICE FASTENED TO5KID FRAME WITH W/(G)-5/16'x4'LAGS SEE FRAMING SCHEDULE •.,'••1. 1 f ,Y FOR JOIST AND BAND SI2E 5/1 6'x4'LAG 5CRE1Y P.T.-4xG S.Y.P. (OUTER PACE),(3)-5/I G'x9' \ / AT I6'O.C:,NJO(. ._; #2 5K1D5 LAGS(INNER FACE),(9){AG i P.T.3/4'T4G FLOOR 5CREA5 TOTAL. -'- ATTACH JOIST TO SKID tvITH 5FIEATH!NG _ 51FGWAAG5CREWOR(2) 11wity Amoducs,bi-, SIlAP5DN H-3(OR EdL AU AT Ccr ifiraze o(/Luthonndon I. EACH END OF JC65T,SEE- 3 W 5YUC.E PLATE ON 3 of No27124 _1 �E FRAMING SCHEDULE POR5I2E. 4 SKFS Of JOLNi,FASTEN vJ 21-P( T.:2xG 'EACH MATE W)(5)-SENCO 2x4 S.Y.P.B2 2)5LMF5OV H 3(OR 'NOTE:ATTACH.END JOISTS TO SKID WRH(2}5/16kq• �.+ 5.Y.P.42 5KID5 K29(OR EQUAL)NAILS f �`''GK R EQUAL)CLIPS AT EACH EACH SIDE. SOLE PLATE STUD,ONE EACH5(DE gMP30NH OR(E)QUAL1ATEACHENDOF 05T:, o,Z�L7 CFJJ 'y�;L I OF SOLE FLATS OPTION - TYPICALSK)D.TO 4' JOIST C N',CTION OtTAL S TYPICAL SKID 5PCICING DETAIL z� •E OF I( 3b. W L STUDTIEDOWN DETAIL " 1. I;� =11•°' O NAL1 1 -- ; T 1C—ese plans Were de inaccardancewifh: - Prolin No. Sheet Number j Lapsider Boxfave Master Plan tD i&neda i : ` -, 2014 F8C,5'h Editian y i 12F1V224 Haney Associates,Inc. 2011NEC Lark Builders I °RK lbo-nSWW, i• Engineering Rx Construction Planning 2014 Flor:idoFil•,e Prevention Code ! Dixon3 I e,°.1..N,sEtAw'&C-iaen-rb.-Maie:Moo '409 'S Street ?r , ••.w ForWind.S eed160m h,E osureD ChectedB. De.e. ' • -�^ p f 'g' ; Vidalia,GA 30474 CL.A' 0247/13 1 a of 8 1 - t 1 PSI APPROVAL 2015-06-25 r Approval Siam�s. 4.5 30:5' Max. 7 42'Max. GO:Max. r I 75.5'Max, i f I ' I t _ ---- ----- - ---- ------ --- -- -- ---- _---- __.._.-. : SEE SCHEDULE BELOW FOR ALL OPENING REOURREMENT5. 50-0-MAXIMUMBUILDINGLENGT1 �s fnjomtoog LYE' oBui:dO:t Typical 5fde Wall Opcning5 Framfncl "`'"•'�"""°"° 5CALE:114'd I'-O' CODE REVIEW f ProlessionalSery ce lni9uvie5 17/A,J3rd.51roet FU.R.o,l-7,Wi i.miE loc s U040:wtlixm ENaxry.N WALL OPENINGS FRAMING SCHEDULE LAN NOS I • ' ftSNf•79,SNP•St Max. :Header/Sill l Header Fasteners I Sill Fasteners KinglJack Option A:Stud to Band Joist IOption Bt Stud to! Option A: I Option B: Opening! Type (Each End) i (Each End) Studs Strapping&Nails,(each end) !Band Joist Clips;Anchor Lags Anchor Lags 14.5" 1/1 (4)-16d Nails '% (3)-16d Nails 1/0 —j No Strap Required,Nail Per FBC&IBC+ See Option A ��-(N/A) (N/-A) 22^ 5" t^ ill (5)-16d Nails (3)-164 Nails 1/0 . I No Strap Required,Nail'Per FBC&1BC I See Option A (N I A)' (N i A) r 30.5" -211 _(7)-16d Nails (4)16d Nails 110 !No Strap Required,Nail Per FBC&IBC i See Option A i (N/A) (N l A) ' +42" 2/1 (8}16d Nails (5)16d Nails _ 1/1—; (2)-200a w/(5)-0.13ix2.25'Nails (2)SirLlpson H-3 ' S g 60" (10)-16d Nails. j (7)-16d Nails 1/1 (2)-20ga,w/(5)uOA M2.25'Nails_1'(2)Simpson H 3 � 7 .5 ! _J _83" 3/2 (10)=16d Nails+ (9)-16d Nails 21.1 i (3}20ga tell(7)0 13W.25"Nails_ i (3)Simpson H-3 i 13 6 1 HUeyASS0 az"s,in6. 75.5" ± 3 (13)-16d Nails j (N/A) 211 (3)-20ga W/(7)0131x2 25"Nails (3)Simpson H-3 10 -- eetlifieM.2712 oe uGoa 96- 3 (13)-16d,Nails j (N/A) 2/1 (3)-20ga.w/(9)-0.131x2.25"Nails �_ 7 y No,27tz4 i (3)'SimpSon>.H��__ 11 12- ut t tiat:j —f �:, lj ALL HEADERS AND SILLS SHALL BE CON5,TRUCTeD FROM 5 YP 01 2Q•.+�TGEN�S,c titre i STRAP`,CUMAND.ANCHORING LAG5 STATED ARE FOR eACH 510E OP OPENINGS —1 1 j ) 1, O. e7/f 8 STRAPPING MAY NrtiAP BAND JOIST IP NGEDED TO INSTALL REQUtRCO A OF PASTENERS fC��' r �'. - J t �1., t �, No. 66644455 * i ANCHORING LAGS SHALL Be 1. FROM STUD AND'SPACED I O C;CENTERED ON DANDJO157 Lr�J . REFER TO CUP MANUFACTURER FOP CUP PA9TENING REQUIREMENTS (0-2x4 S.Y.P.M I (2)2x4 5 Y.P.#I wl 112 PLYWOOD (2)-2xG 5.Y.F,F I vq f 51MP50N CS I G STRAPS(OR 2QUAL)RPOUIRED TO TIE HEADERTO JACK STUD FOR A0. SPACER TE:O. or(I}qx4 S.Y,P:C I 1/2'PLYWOOD O OPENINGS 42'OR GRATER STRAPS AZE A150`REQUMED FOR ALL INTERUPTED 5TUD5 ON �S�'�FCORIOA�'{2=.` OPENINGS60 ORGRCATPR Header/5ill.Type, I. i cade�/51II Type 2 deader/5fllType 3 ���/`S'S/ . SCALE: 1.5'-1'-w 5CALS:.1.5'�i'-0` SCAU::1.5'-1'-O' I NAL-t,��� i i --These ions were desf ned'in oc`ccrdosce with:P 4 —r r— _.... __-_ _- —_.._ i• .. ttio�euxo Sheet Number `^ 2014 FBC,5*"Edition 1 Lapsider Box Eave Master Plan 1. D--ignrd 9y: 12EN2Z4 ?: HAney Associates.Inca 2Di„ai c I o.xx i r. 1 Lark guilders � 16onsww i. Engineering So Construction Planning } 2614 Morida Fire Prevention Code 1 .�t t no ua a�a,saarc.,s.Gvcn,-rbor:u.•ae:,.00 Fon Wind 50eed 160.6ph,Exposure.D ( 409 Dixon Street �8y,. Daie r 7 -_ - Vidalia,GA 30474 cLA. 02127/13 , 5 of 8 i I • ' tY 1 • PSI APPROVAL 20164625, • -_..AP.!'.ioval Stanl�s_v,_;.: ROOF FRAIWNO'SCHEDULE SCHEDULE AND ROOF FRAMING'N07E5: - ---� Wail-Framing,at 24"o.c,, Max: Wall Framing at16"c.c..., Max. BULDNG5WlTHWALLHEiGhTSGREATERTHAN7'-0-SHALLHAVEWALLANDROOFFRAMINGSPACED i Re wired# Re uired# Al I G O.C.,MAX. ) Widthj Rafter Size 4 Width' Rafter Size 1 Q •ROOF FRAMING 5HALL BE 5PACE0 TO LINE UP omEGTIY OVFRTHE WALL,STUDS FDR FROFrr LOAD ;of Strap Nails i of Strap Nails TRAN5FEP-AND 5TRAPPING. -1— . ,RAFTER TO STUD STRAPPING 5HALL BE 20ga,a 132 MDE AND FASTENED WITH 0.13 1a2.25'NAILS. 6'-0":_S.Y.P.#1-2x4's 6(ea..e_nd) 6'-0" j S.Y.P.#1-.2A'S 5(ea.end) ,ROOF DRAINAGE 5HALL COMPLY WITH F.B.C.201,0 1503 AND R318:G j S.Y.R.#1-.2x4's 7(ea end) 8^0"i S Y P #1-2x4's-� 5(ea end)- •Fo FINRxME TO ViALL f:RA 1E STRAPPING MqY EC INSTAf1L0 ON THElNNER OF OUTER FACE OFTNE 10'-0" S.Y.P.#1-2x4's • fd(ea end) 10`-0°! S.Y.P.#1-2x4's j 6(ea.end) .FA51ENERS W71 MEETTHE MINIMUM REOUIRENENTS FOK ALL 5TRUCfURAL COMPONENTS AS 5ET 11,=O, S.Y.P.#1-2X6's i 10(ea.end) 11'-0"j S.Y.P.#1-2x4'i ( 8(ea..ehd) FORTH UNDER I'M 2304.9.1 AND TABLE 2304.9-I UNLE55 OTHERW55E 5PECIP10. 11'-8' S.Y.P.#1-2x6's 10(ea.end) 11'-8"r S.Y.P:#1-2x4's 8(ea.end)_ 13'-0': S.Y.P.#1-2x6's ; 11 (ea.end) TYZ"j S.Y.P.#1-2x6's 8(ea.end) 13'-8 S.Y.P.#1-2x6's 12(ea.end) 13'-B'! S.Y,P.#T-2z6's 9(ea.end) p+�co lnformWiat • L��TnBui;dOn 4'-O'or V-0' CODEREV/EW Ophbnal Porch ProtasNonal Service ladualrlea t748 27f r$erect Odando,floAda 27a7➢ "'-- -•- --• Flan ne--mr.WHO—E.Naary,N PC a of 85040 LA OU0040a FL SNh7➢;Sa Pzl : O ' 2 see;SCnEOUiE FOR RAFTER 512E • o IS Jr �1 I R10GC ' aa —Haney Associates.Inc., ;. ` Cetti(eataofAuthorization P.T:-4 4 5:F.P.42 BEAt 15 No.27124 _ UNDER WALL TOP PLATE TO -- __ -- - ---- TO RUN CONTINUOS'OR RAFTER ````GK R. Efi4RNG.(PORCHES) �\ \ 5O'-O'MA iMUM BUILDING-LENGTH .QQ:.......... tGEN •:�'� * 64 �TATE;O Typical Roof Framinq Plan SCALE:1/4'=1'-O" ,• { �i��4NALtiE�. - __-'--"'- ---- y- inaccordane with . ' �! et Nurn erT app(ans weredesigned o eEave Master an pro1 2014 FSC,5'h Edition La sicer.Box o3 a 12IN224 Haney Associates, Inc l2ohtNEC. Lark Builders' WY4 - - F-1 Engineering&Construction Planning .12014'I'lorido Fire Prevention Code i- .7 to ituSaaS:truaacaves:-ree aaaa,xoo 409 Dixon Street' CKbekedlty: Date: For Wind 5 d 160m h,Exposure D f F Vidalia,GA 30474 Cl.A. minna ; 6 of 8 ( u + 1 n PSI APPFWVAL 201M.6-25 - A roves 5ta1n s:"---- 2 02'x l l2'CORRUGATED TOP-PLATE EXTENDED AND ONLED TO 4x4.. . __ 'E�! �_•_-�'' ROOP PANELS FASTENED BEALA W%(2)0.131 x 3.25'GUNNAIL AT G'O.C. HAT CHANNELS AT 2A' WTfH 114-14 x-3/4'HVM / O.C„MAX.FASTEN TRAM AT$'O.C. ' TO EVERY RAFTER Yd I— - i (2).-O.13I'z 2Y' SEE RGOF FRAMING P.T.4x4 BEAMS i LONG GUN NAILS _ SCHEDULE FOR RAFTERS NOTCHED AND AND i + (2)H•3 CLIPS AT PASTE NED TOGEHTER (------ _ ___1 EACH CORNER i I ATTACH TOP PLATE 70 STUDS WITH(4)-0.131 z 3.25' _ wl0-0'(31x3.25'GUN NAILS, GUN MAILS + + t b ATTACH TOP PLATE TO RAFTER 4x4 AT EACH ( 'U SEE ROOF FRAMING FLATS. 571 GN3'lAG SCREWS CORNER CUT i C' AT F8'O.C.,Max. Lf:FOR STRAPPING DOWN.TO. - P.T.4x4 AT i K ae Fo O F.EQUIREMENfS SUPPORT BEAMS CORNER 1 b I n7 ^ 2x4 SYPB I STUDS AT 16' ! : ie OR 24'O.C.to 1 O SEP 5 1.2 FOR SKID 2 1/2'x 1/2'CORRUGATED ,(2)H-3 CUPS AT 3'x 5'5TEEL NAIL WRTEK AND FLOOR;FRAMING PANELS(FASTENED INN9 x EACH CORNER OR ALPINE'FLAT(. I ��..��� (,•1vm:almn IYd WOOD SCREW AT G' PER 1`05T l J' oB;dldOn _.. O.C.(OR EQUAL) """'9"""''•"„ f __L'_ __—I!�_.yy_._-_.._l.• + CODEREVIEW Professional Sen eladutnin VARIES.9-0'to 131-01 1 04933rd Simet T 4=U or C+O' ) 0dal de,Plorlda 32839 ' IC 8 5 derer Yatt4m E N•ary,a 504 Typical Framc 5ectlon ?AFmoos406 3 Typical Porch Option Frame I FL SUI.70,St3Pd1 • SCALE:I/2'=I'-O' SIMPSON H-3 1 1 HAT CHANNELS AT 24'O.C.,MAX. 2x4 COLLAR TIES _ OR EQUAL AT I FASTER TO:EVERY RAFTER Y./(2)- "�`� _ "'�Gd NAILS AT = EACH RAFTER I 0.13 i k 2 Y'LONG GUN NAIL5 _ SEE ROOF FRAMING -1 TAPERED 2x6 `�•� { 5CHEOULE FOR RAFrER5 TOP,PLATE TO : --- -- . ����• '<;- 5IMPSON H-3 OR _ STUDSw/(2)-0.'131x3.25' EQUAL AT EACH GUN NAILS,ATTACH TOP -ATTACH FASCIA I Haney Associates,Inc.. i RAFTER PLATE TO RAFTER PLATC;Y,l Calif rxto of Authonration „=r H., TO RAFTERS w/ 5/16k3`IAG SCREV/S AT No.27124 . ••,i O-LAO.G:,Max, (2}0.131 i3.25' t_... —� 3'x 5'STEEL NAIL'MIT&OR'ALPINL' GUN NAILS �...., FLATE5,=H 51DE OF ASSEMBLY I Gd NAILS AT t `.`y t Lir1l al4 j TAPERED S.P.F. ! �� R ri EMBEDDED HYDRAULICALLY OR BY IG'b.C.,IYI". - K H ROLItK tW55,TYPICAL �'°2-2x6 i .� \G.•�2�2�'Q 'i 4'-0'Min.2ic4-5,.Y:P.d I COLIAR TIP Ix4 VATH I Ed NAILS CONE 2.G.NAIL TO N .'sGa4518 AT IG'O.C.,Ma., EACH TAPERED'24G t�' I w/(2)-I Gd NA.L5 3 OVEG' ANG OPTION DETAIL I' , L. •- �' O• ScTATE F � T. I 1RIMi COLLAR TIE DETAIL r2 � 0VEP.HANG OPTtON OFTAIL. j �,�Si•�ORL�A�(j`;� j ,rraltltttll� _..-__i These-pions were designed In accordance with: i.apSid2r BOX•EaVt:Mast®r'Piafl. ' TxsignedBy" AojeceNo I ' SheetNttmbci:— ta,, 2614 FRC,511 Edition Han e Associates Inc. ; LarkiBuilders TdaDst++W S, . � 2011 NEC � //q�. : Engineering&Construction Planning I F S.1 .H ' l2014 Florida Fire Prevention Code 4O9 DixonDJO St�BBt' i Checked By: Date. II. r.o.e•.srem.ucoscum=Fa«.:aws/usau t 1 I i Far Wind Speed 160rnph;Exposure D Vidt311a,GA'80474 } C QyLT/T3 o _—r i PSI APPROVAL 2015-06-25 r�;pproval Stamps+_ GABLE END?BUSS 3r x.5=STcEI NAIL MRE OR:P1PINt GABLE END TKU55 ------_ -.--. P1ATE5;EAcri 51GLi OF ASSEMBLY t EMBEODED HYDRAULICALLY OP,BY ROLLER PRESS.TYPICAL - 2x4 5l?Pi STUDS 2x4 5YP 01 STUDS ! AT I G'OR 24'O.C. � 200b:T-WALL BKAC,ING STRAPS ON AT i 6'OR 24'O.C, INTERIOR AND EXTERIOR OF WALL, FASTEN W!TH(2)-0.131'x 2Yj-LONG 22.5' ATTACtt WALL SECf1DN5 GUN NALL5 OR 09x 2Y;LONG µxx, ATTACH WALL 5ECTIOM5 wl 5./16•x3'lAG SCRrws SCREVS AT EACH MEMBER tv/ 1TTACtJ LAG SCRENS AT IB'O.C.,Mex. CR655114G. AT I6.O.C.,Mas. N i —5EC51.2RIES FOR 5K)D AND FLOOR /�,cs larfnnnalian I VA ,G-O'to I N-& FRAMING VAF)E5,G-O'to 13'-8' , '• +•T�°.,r':'.'ds�.a End Wall Framing.Optlon End Wall Framing Option CODEoneSe W Piotaialnal.-cr4kc lndusvks 5CA9.E:1/4'-I W , SCALE: 1/4'-P-a 1748 33rd sweat Odondo,Flo*b 3'.939 Plan nOJ.cner Vdlfi—P-11...Y ti 9040 3'x S'51EEL NAI.L UITEV OR'ALF114C ;tcc a ate06 GABLEEND TRU55 GABLE END TRU55 :!A aaOaoe FIATE5 EACt151DE.OF A55EMBLY i FL9L11-r9;SUP-51 i EMBEDOEO hYDRALIUCALLY OF,BY • - _-`.� f ROLLER PRE55,TYPICAL _ 2x4 5Y?0.1 5TUD5 2x45Yf 01 STUDS t I AT 16'OR 24 O C. { 20 a.T-WALL BRACING 5TRAPS ON A7 16'OR 24'O:C. 9 1.......__.� .—� 96,Max. 63 max. INTER)ORAND EXTERIOR GF WALL, FASTEN WITtl(2)-0.131.z 2Y;LDNG Haney Associates Iac. ATTACH WALL 5ECTION5 { GUN NAIL OR Of&2.Ya LONG —ATTACH WALL 5ECTION5 Ocrtifieate oTAuthonretion -x3"LAG SCREWS SCRELVS'5/16 1 AT EACrI ME b vd 51t6Y3'LAG 5CMt 65 No.27124 w/ 1 AT 18.O.G:,F+lax. Q CRO55iNG. I i� AT 16'O.C.,Max. J— II r__..__..._�_____._. �IUtll rfrry W.N K R. H�i. G SEE 5 i.2 PORSrJD,AND ftOOR t No VARE5,.G,O'to 13'-W FRAMLNG VARIE5,.6'-O'to.1.3'dT , End Wall Framing Option End Wall Fram ng Option O STATE 0 5CA!E:I/4'�I-O' 5CAtr:1W-1'-0' :��s FCORI�AtX�jWI ! /ONAL j-Thesepldr.WPredesig'nedinaccordancewith: �j Lapsider Box Eaye Master.Plan / DssigoedBy�Praleallo i ^SheetNuraber. -� ! 2014 Ft3C,.5+h Edition { D.R.H. 12EN27R I ^ �j �-^ Haney Associates, Inc. ! 201I NEC i Lark Builders i160-psww, �11 Englneex'[ng ao Constx•.nctlon P1aanGag S 2014 Florida Mr0revention Code i 409 Dixon Street ( �Checked13 part. i ru.eo=yaestintgscalaa}-rl=ww.ucrrao Far-Wind 5 '160 mph,Exposure 0 i C.l-A. 0Y27113 ! t P P Vidalia,GA.30474 1 / Frt t TIE-DOWN NOTES, TABLE 2A 165D 170C TABLE' 28 140C OD / .. 1.ANCHOR SP -IS DESI.E.AS PER ASCE'7. B- Bp_° 30"AUGER ANCHOR SPACING'30"AUGER ANCHOR SPACING 2.ALL MEASURENENIS ARE CENTER-TO-CENTER, NAIIIYUM ANCHOR LU%IYUY ANCHOR ' 3.TIE-DOWN STRAPS TO BE 1-1'A O.O]5'GLVAN ZED STEEL.FEDERAL - SHED WIDTH SHED WIDTH.. y h' SPACINGSPACWG SPECDICAND C 0DS-7B1-H, PE-1.-FIN6M-B,mUD[-1. TC-OOwN' - - CODE INFORMATION STRAPS AND CONNECTING HARDWARE TO HAVE 4.725 LB.YOAYUM TT1T • rl. - IILTWATE CAPACITY(].ISO Le.a 1.57• - - fa-DOWN WRAP ll)I=nP/]ON w ME YR tai fT{(�. NT" UP..TO 16�,,'0,£ 10'-0• UP.TO 16--O' ".-0' CEOE-SON 4.ALL EARTH ANCHORS-SMALL HAVE A YDUYUY 4.]l%)L.B.GPACIIY. - (SE[Norzs) ()]4e OR 111 111 1.1 SYP 1f SKmS 11/ 1( MwIµ11Aw up Yuv.y.L, 5.EARTH ANCHORS LOCATE°AT EACH CORNER,LA%OAUN le•FROM END [LMIEAR.°[SET aN-.1. V ti�V[(] I6'-1"TO 20-0 B'-0• 16'-1"TO 24'-0" 8'-0• - wOn .(4 UDRLRIIM PER BUIDWG1.AND SPACED AS PER TABLE 2AB.0 OEPENOWG TC-OOex STRAP.111D TO TYPE TYPE I TYPE 2 _ ON 5 D WIDTH,WIND SP ED,AND EXPOSURE. ANCHORS NOT NEEDED ]AxC11pR wrtM 1/2•WOE! ]0-DRIVE WHEN b'AUGER ANCHOR �L0W4 M° ON ENDS. mu NRm4uM wrtn NASHEM- FOR ROCK/CORAL FOR SWL/CLAY '-1'TO 24'-0' 6'-0' TABLE 1 A 1 20C mxslAucrox TrrE .. S. CONCRETE ANCHORS TO BE SPACED AS PER'WEE IA,B,C OEPEN°Ip�TBY° °' - TABLE ZC 1 ZOC fAc ra0i[ci0x SHED WIOTN.WINO SPEED,AND EXPOSURE. /]�'._S'�f1 m LEE)CON[REIE O ANCHORING TO CONCRETE 7.CONCRETE ANCHORS TO,HRVE A MINIMUM OF 4'COVER(O6TANCE FROu wmGC'N�CIAR WHIN U-CWNNEL DD• LW(IMUM ANCHOR FIRE SUPPRERSNN SISRu , '1 ANCHOR TO EDGE OF CONCRETE). (r1PE!) .' TYPE] 30"AUGER ANCHOR SPACING SHED WIDTH SPACING " B.MWIIBIY 501 BEARING CAPACITY 6 2.000 PSF Mp.) � � CONCRETE ANC SLA%INUY ANCHOR OC°w.wef - 9.EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED W CONJUNCTION rtn[%PAN50N BOLT SHED WIDTH SPACING AlvOwtC NUNsm of noxx9 ' PROVDED THAT THE SINE u mUM SPACWG 6 FOLLOWED FOR EACH - ••C0�C1° 24'-O" 6'-0• e. ` ANCNOR TYPE. - TYPICAL ANCHOR TYPES `°°m® -•wl.uu.m UP TO 24'-O" TO'-0" ,20'-0' T-0' E%PDs1Ac c/a D+aoslwE .RnnLm . 16'-0" T-6• mwuL PRmul[mlTrcvxr. ./-nn 14'-0" 6'-0• nNRfMTC 2d0A i'. - ROOF DUO Inw • TE-DOax WAR;eluED THRU 1 R 01 IDm Nw R.J.m Fan LR.O i 12'-0" B'-6' - f10OP AOi ertn 1/]'ORAOE 5 11)1.4 G P 12 ON e'wO[OR LESS. - ())41 9 SpP I]ON e'11TC OR LSab EAO LOAD - 1M-rowN STRAP BELTED THHU - BOLT YuaYW InTH wA91Oi.5 - (2) R()4.e P.i:STP/]RMOSI (µ)]. I11••B P.T..1 12 . ., ROOR rotas 1nn'1/]'GIUGC 5 - µL WEAN OC SR ON GROAT). - ELSE(Cw BE 5n'ON ORO RNO. S 10'-0" 10'-0' FLOOR ENE Lau _ - mLt uwmuu wrtn WASHERS FL-OD WRAP sEcuRm _ tuff i wrtn tq IO0.1.!'fMv.S_ - - 1'wlc N eNnS.fLBnR.ROOF NA 16-DDNN SIR4P 00LTf0 TO HYPE - ! 6',D" 12'-0•_ e/x'a•Hm LR)coNCRErz .]ANcn°IULeiuY 1W/ml wAs1RRs - - - ; u°mLa.Pu c OWc - flleE AHOHOA,e(lel 1WSHQ1 - 'S/••.JO'WIM AKHOR: 6'-D"- 12'-0" HORNCAxC PPOlfemx UYLC c " .[DIE°AN°I WR1H.1 T::I ; �M gym:X= w]Rrx2 sNnlu IaA¢ mK]) D ROOK c TABLE 1 B - 14UC music r.- N.EVL a Yu 4 -EaTc .' - �' ANCHOR NG O CONCRET REVISIONS •cOxcP[rz C.NCREE mrP X rAPRO) fwcooD, :, MA%IMUM ANCHOR REV OESCflIPTON DATE BY - AT O'-emcK oA PRO) SHED WIDTH SPACING .24'.. 0" 4'0- nE--.I-eDLrzD INRU 16'-l).,' 6'-6• .,,pP FLOOR AST'efln 1/2-ORROC 5 (1)4.•nP I]ON 9'WO[OR.15. LITB . (•)444 nP 12 OR e'ME DR lESz OLL 1RNNW ertn 1rA5MR3 1)).].e Cn(1)...PT S]P El SNcs `T4•_D•' _,_ I• , -14m LB.1 cOMREfC 1 1 1 SC11 PA1C(xx L- tµS)Le OR()4..PL nP I]EMS ELSE(CW BE SLl:x ORnHOI I O i 8I11/IS eCOGE AHCHGR ertn]-..-c oLRAeIC e000 G P}.J i6-OOwx FEUX_B[WON W01MO). an. STRAP 12'-O" 7'-0 .• _ _______-=��- (5[c No-) 'S/4'.•O'wln ArvlOn e. N/A ' .. rtx nc IAnc uwu s1YlE 10-0" B-6• -. - 112'.]•I-m)c...;E rM BOR/CUT.DRM SiY1L LARK BUILDERS INC. WE-ANCHOR wIIM]'-EN FOR ROCK/COAL 6'-G" 12'-0- mxCRnE - TABLE 1C-165D 175E ANCHORING TO CONCRETE - SHED WIDTH MA%IYUM ANCMOfl ' SPACING • 0)4.4 nP il Ox e•.1 OR Lr .T2-Dcnw slRw '24'-0' 3-6 - wE_mnN S1RV BOUm TO ,(()Le ON(0 4.5 P.T.SYP Ix SKOs (SEE NOICS) II)4.4 nP I[0x B•ME OR USS. . 11 ae DRgO•d P.I,nP 11 Sx03 1/1111111 cxculm AxcnoR wrtn 1/a• ELs[lcw BE zcT ox ORa+rTl. - [Ls[(c x e1 R.ON-E). 20'-0' 4'-P _ \\\ R.•SOLc'Purz(x4TURAuiWDE 5 eoLT feNULw ertn \ Ml T I/rw C..LB.I cONCRCTE- BURABLC NOm ON P.}.j WASHERS µ50 COHIPNOYS AND TE-OW.N STRAr eOLIEo 1. - \\\ E / wEDGC ANCHOR wIM]'WASHER ArtACxIa 1�fAOU 0 - OROYNO AxCIbR wRM 1/]'WO[, 16-O"- S'-0• z ..••' . . / �aeo�TT ____________�--�4" °P°°JD°.So[ !eon Mumrvlf wrtn eAvrtRs. �•(�. C%GENSF, . I _ FMIH ANCHOR: - 51W.b-EARTH A R:: _ 14'-0" •6'-6 ` Q':: `. 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