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318 Maple Ave - BR17-002759 - SHEDI7 CITY OF SANFORD h BUILDING & FIRE PREVENTIONECEIVE4x§.. PERMIT APPLICATIONr j 19 17 SEPs. Application No: BY: eeDocumentedConstructionValue: S CD 95 Job Address: S. Mcale Parcel ID:. Type of Work: Description of Work: Plan Review Contact Person: Phone: Fax: Historic District: Yes No Residential Commercial o Change of Use Move i 1c 1 lL l(//0r Email: P O If f Title: roperty wner n orma lon Names-v 'n0-(GL Phone ( 3 1 —LAOSQ, Street: S • 1 " L C,` e- Resident of property? City, State Zip: ('o -CA -2- Contractor Information Name Street: City, State Zip: — Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall 6e inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application l 1 13vy NOTICE: In addition to the requirements of this permit, there may be additional restrictionsapplicable to this, property that may be found in the public records of this county, and there may be additional permits'required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of theproperty of therequirements of FloridaLien Law, FS 713. The City of Sanford requires payment of aplan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of thejob at the time of submittal. The actual construction value will be figured based on the current ICC Valuation'Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction, and zoning. 1 i- Signature ofcaner/Agent Date Signature of Contractor/Agent Date l LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 OF , . Commission # FF 125242 Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING:" UTILITIES: COMMENTS: ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: Ok to install I I.Ce x11 a (15Ya sgft) shed as shown Ian. Meets area and dimension regulations for the zoning district. Shed must be a minimum of 7 ft from the side property line and a minimum of from the rear property line. BUILDING: SF i % - t (-- t ? Revised: June 30, 2015 - Permit Application RIEQlITMED INSPECTION SEQUENCE Address: ' Z %.Q S . BUILIDING PERMIT min Max .. : Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) min Max Inns ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Finial Minn Klieg Inns ection Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1 Inspection Description Mechanical Rough M- echanical if1Lu J,{`.+F,ro.i. u. FJSAA[[,, $ f r• . .., l [r.4I...,1in_°. may..;/; jV•j%] i •+-.:l. wi,`,iS:: >ti'r i%.sirR(!}7i J.1 1..f'v 1"I• `.?ll'1 ,.5`tt1 :IrtK 11:((,, L•rL7u.Ln'JL'.a C'.7i.,itvl hJ., 1:WLC } 1iS'.:. 9..Y. } .(.IN3 G.a y Inspection Description Gas Underground REVISED: June 2014 Lo C) A 0: U0 r5ENNOTTff,r.. NG 61'rSTEMS omsi iN C'RltRR'!A NINE1, NP \/E-061TY 140 M.P.H. 2. 5W - DIN6 CATE60-r 3. /M) rXFO$URF. 4, !N-T. PRESSURE rOEFFICIEN'T 1 0.15 5. ]ENCLOSURE (,LA55IFfCATION ENLL05ED 6. BASED ON H.El&HT 15 FEET 1. cr"ERHAV-5 YES E,l, FLOOR DE516N LIVE -OAD 40 P5F DE5!6IN DEAD -OAZO 4 F5F 6L ROOF' 7,--56N 1-1VE, LDAt' 2C Plr ROOF DES,19, DKEAD LOAD PSF p5r, 11 LOFT UNNHAD)ITABLE LIVE 1-OAPN/A 115F I". 5NIO1N LoAr, WA P5F 0. (.ON5TRU-ITION T"PE v IS FIRE RATJN" EXT. NALL15 N/A 16. Al " ILOK6,61 - E NUM.BaR OF FLOCR-5, T THE MUST 10111 . PLY WITH FOLLONN6, C-OVE5 ARD ALL OF THERE F'-CRlr,^ 5UlLi9N6 COCJE 2-014 NATIONAL M-EGTRIC COPE - 2011 NFPA OLIFE SAFETY CZX-,E. - 2012 iAxUFAGfFP: 70 HAVE :.!'-I'- "'t :3F-,'VPAYIYINSPECTOfe7HTel "r 5 i /\ T D oN. G 2 FOR AN'f ToAlRFr) 0.IZH3 FRCVJGT APP, OVA, FOF 1- HE 51AIE OF FLORIDA 660 D/ IXON AlFlLNE:: Rf/' AUr:7J'-:: 3TA, (A 31,OqO6 C;A5Lr% SHED PLANS FOR THE 5-TAT OF F FLORDARr—) ANr,[ NTH. THE 2014 FLORID 5ENNETT 5UILDING 6`rl LNE) GABL[ 4E' -) Pt-At6 DIXON -,IRLINC RoAlD A!' -34631K1541 [6103,4r 1lb 30 Z A2 N'C 0351,055, ,A# 0543 11 TqrRRA P16-11* RlbA14P (N WM 815 AYIL)51+ 6 11113(Arf, 3 41 '0" 101,10 MAN ',TPEFI PF+CNL; I 43b552`171 T' )545 . ...... 0OTP36 TX0 10435, MD f1plo ,) M0014 ,14 , 55 q 3 17l335Q2n 2 56 8q 1 152- 23,1]16 rOR6HEETI Foll')-iMF! M 2 1 TABLE!, CEN F" 5 504EDULE FA51.ERij,\ tCV 5,FNN6 nrHEMLF N 00P UE C,I' , AK, ROOFFR, A I ACftfH#Jl FQAMlW— EA-- i A!L', A-3FNOVIALL FRAM11W, T N. ELT A;L E' F VA T ON AM-) DE i NLt, A 1 CIE I Arf, 5 PE.TM- 13 L A:a KA: : 1 ON C. VA: '1. FTON DETAIL, A- It NA A- T Aa-EA P0,RCH RAMJN' 5 DETAU, tiMrWR "C'HED'6 El-F-V Cl I,I) D 0( 4' !, 1"'," T OF 140 M.N. H. ATt 9RAHN 131 Ob/ 214,` 5 GNO OiECI,fl'E AP SCALE. AS NOMD N. D. 110 5- 70,021 pm 1411tP . MAN VIMP FQR,' AIL _A U K-21A` r FHESE PLANS K.E DE5;(5NE,P !'N ACFRUA Al# " Zll,'-, K5# lqo34 -5 ENC',INEERIN6, ILN(. 2St32 WA 201. 13 R X ON - (,,A 15 v,/ r r JX51 HP iO4tO HAPI; 5TREF-l' Ji-(- C*,S r,,A, FL N3512 PAVVAC04-',:i'3 kl>il NGKH TH2014 FLOR-A BP'NrC05E, Z3UL5IN(5 F-0V,'rill: NO -ee.7' eENNETT 5UILID Na- VrSTMHNI) GABLE 5HEP VX) PfXON A1,1UNE. ROA-.;, fAT,E--0F J V I 1, 110A 101/ 21/15 JREV15E FER GOMMENrs R r-II/ ir' vPXT- I DE,.-rP'IPTlGN OF 40 M.P, H.1 DRANN FJY' 010C; iy I V B y TAIED, 56AL& A5NG TED Ko. Wl: 5:X) 0A 6ENERAL NOTES I THIS, `TRUCTIJPE HA5 DE516NED IN IN AGCORDANCE KITH THE 2014 FLORIDA GUL-DINC, COCE BUIL.DILG (F.B.G.i N01 A _ M}^1ER!AL5 AND LABORSHAL 1 BE IN PCGORDA^ H 111TH IHE- ABOVE: CEDE AND ALL OTHER AP-LiGABLE !_OCAL CODES AT THE TII4E O€" MAN rAG'iiRE, h wRiTTEN C)IMEN 1N5 SHALLI IAKE PREGEPENG OVE . ALEG ?I _.PTSIONC. s$ a $ 4. EFIE FC UNDATIQN f'LAPI: IS A SEPARATE ET OF PLANS FORAAPPROVAL BY 1 0 At 4UF11GIPA I TIES. O.'•. `PACING NOT EXCEED t_IMIT AS INDI ATED. R 5 EXTERIOR DIMENSIONS GAN VARY BE KEEN L .E1IT5 5HOHN.AT 2 B, EPIDER SHALL i 6. ALL THE FC?LLCY4ING LUMBER SHALL BE i'RESSURE TR,_ATED IN ACCORDANGE PliTH AHPA 1 't_ GATT 60 `, ( U64Fs (6ROUND GONTAC T, HEAVY DUTY): 5v:D5 1, TTIE FOL,.-OHIN6 LUMBER, SHALL BE PRE550PE TREATED IN ACCORDANCE WITH AHPA USE GAl-FGORY UC,36 (EXTERIOR ABOJE'GROUND, UNCOATED Oiz POORA__ HATER RI)NOFF1: FLOOR 101515, P10'HOOD 'FLOOR- DEGKINL, AND=XTt..RIOR RATED HOOP 11R,UGIIURAL PANEL 5101'NG. t LP-TOPNOTGH 5UB-.FLOORING 14/3T MAi E' USED!Pi L EU OF FIRES,." t TREATED PLY.^ICJOD FL_OCRIPiG. q F.T. PLYFLOORING NOT REOUIRED WHERE THE BOTTOM OF THE FI OORIN65 15 TVR !81' ABOVE GROUND SECTION 304 i,2,1 FBI- 2014-. 10. ALL. FASTENLRS AND CONNEGTOFPS IN CONTACT P41TH PRESSURE TREATED HOOD SHALL BE HOT DIPPED GALVANIZED (C 85) OR STAINLESS STEEL. i1. ALL IMINDOINS INIT HIN 24 OF DOORS, AND ALL 6-A55 IN DOOR , `,HALL BE SAFETY, TEMPERED, i, OR AC P tIG PLASTIC SHEET IN 12. FOR ROOFS NJ, H ASPHAL' SHINGLES AND A SLOPE BETHEEN 2 TO 12 AND 4 r0 12 SHALL HAVE A DO!ILF. UNDCRLAYMENF APP! ,GATiON A5 REOUIRED A( C:ORFJANt:E i H, SEC] ION 150i l P Or THE 2014 F Ey G. P ', E 'MPNT SHALT_ CON: ORM 41TH.1.,ECTION j5O"E 23 (ASPNA.-.I hHiWuLESi AND [5O1.4.5 (FF._T"A!_ POOr- Pf NEQ OF THE 2014 F.B..G. _ SW! N:- SHALL C'JNFOP.M Y4ITF SECTION f5OT.2.5 O THE 201 F BC,. AT`TACHMI NT OF ASPHALT SNEId(>LES -I AT!- G;CNFORM41TH i50"1.2 1 C :N' 20k4 F:B:G.. 14A, 'HAG, .Eti FASTENERS R5FOR ASPHALT 5F INSLCS `HALL CONFORM TO SEC IG 4 1501 2.6 OF THE 2OA F B C SHALL. MEET THE EOUIRE-MENT5 0 ALL APPLICAF r- 'ODE- 17 TIiES : L ANS HAVE NOT BEEN PE51C NED FOR HVHZ R EGW EME.N A5 5EI FORTH IN FHE 2014'F.B.G OR FOR USE A5 A COMMERCIAL. BUILDING. i F 3, M 15. THE'. CONT.RACT3R,SHALL BE RESP>NSIB E FOR VERYYIN6 AI Eh15TIN6 GONLIIF ONS.: - i Nt C-FLAHN5T•- ttkvE UNIT `f"v iN`il)Rt THE- INOF .E THC:.E3i1". L'€Nu AND t'"5 l:01-lP NE ' 2 rE I' i, THE60NT.IRA(.AoR SHALL3^ RE5PON51BL E- FOR. DELL ERY AND PI_.A. i':MENT F -RT5 20, u1 f ELU REVtSIO^t5 TO ANY hTRUG7JRfL - Or PCrtIFF`FTS OR D - A'IONr F!2YrFt IhEhE DFA-h11NG-- 5HA L BE MADE. EF.F'FNSE IPK.LUDIrIG Y 21 TEE Or4NERANDTHEC,ON,RArTOk 3HA:-i. HOLD HARMLE.55 THE -:N,6,TWEEP FROMANDA6r ^L T ALL L ABILITY GLA!M. '0AMA-7ES, CO55E5 AND 11,6AIL FEL'-5ARr=,TRIGOUT OF OR RE5J_T NG FROM ERRORS OF, 11115510l,5 It: IIE PERFOk.'A•iCE OF Fr.E NORK BYTHE ON'FPAGtOR. 7:;AIL ARt- q 22.:rGTION5 ANDDETAILSON1HEDf:A4 tNC_=6 ARE. it,' TENDED TO BE T<'P?CAL AND SHALL APPLY .AT ALl SIMILAR LOCATION-5, UNI F-,,5 JTHER IEGT IONS AND DE R FERFN rG. F E' f ! ALLYLIED "rASTLN!NG- EIED'iCE 2'r: FA:S` F.tf'A!?, ',AF"? i N C.iJiit t=C":1 'JPl AND L.OGATION OF MEIMBFKE? AS PER 20'4 I LORIDA RIJILDING COCJE: fA61 F. 2304 IJ TO 5SG 23 FEFER .." OTHERHI E _ i_C- MOTEL? - BU.!-!.IN65HAVE_ SEEN D ., NED FOR LP 5MARI'll>-- PREGISIO. PANE >I31'N6,.LP SMAA.-,IJ. PRF IS ON LA -SIDING SHALL CI ''3[- U151.0 THE S PANEL 25FA5T:4: R-, if, LP ` HAKI51?rf PR.... IS:C N PANEL S!C, N6 MUST NOT BE INS-A.LLED IN PANEL SIUif4F ,,000lE5 IN THL- FIELD 3f IHE PANEL ..fE:.ta6 OR HHr=N qC FCj.''R ADDTIONAL AT.A. ANO SPED r Or- !..I'P1AG'F', DF REGT ,ION PAN'-- Ii1NC'; I 26. RE: E. To ..t:E ?'...ORIt7A FkG[ UGT P: ^TOV .L e. .CATION Jl A,,!x r ENINGS`#:.TNS JIIIJI,T 'ilP;t. t qtl,,QJ5j6N/, . Tk05 A PER ANSI/A..FSPA 5DF HS-2008. BU LL/ NG5HAVE BEEN DES16NEr, TO 14AVE ONL'f C''FFt-Pi .5 V41TF I'.4X H10T H5 EGUAi Ia T fi 5 P7 k C CidG hr ..L SHEAR HALL G iAP 1, 12(> 28 PER EC,ON I,OlI lJOfSC„ Sj RA,5E rHEPS iHA ARE NC GF516NED FOR TIJMAN I1AB! ArlGN' A i> ThA l HAVE A FLOOR AREA OF SCtUk E. HET OR L=35 ARE NC>T Pf.GUIREP TO COMPI"` NITH. THE IkANIA OR'f STAL.DARDS OF THE.-ORIPABUILDIJ .(,ODE-. F:ATFGR USE IN JN. )NCTiUF H. TH ONE- AND-7WO..rAMILY wE51D.,NGE.S ARZE NOT `U[3,]E:CF. `OcI. BUILD!N.:, THATA.F:E zoO-,OUARF: FEE OR , ES5 AND ARE IN:"FENDED THE DOOR HE1614T AND H.CTF€ R`c(,: l•zE €•tEN 5 OF THE FLCF 10A I .!_t:,':N(7 GC -F ER !OOf3 II FXCEPTlr N 5. 30 BJiLD1N65 1 A,/E BEEN DE516NED "O HAVE ANCH ^R'. !>kEuTLY A! T'ACHED CO AL:- FOUR . CRNER O THE. 61-If :'LNG €O RE 51.5T TENSION ORIGESFROM LAIr`.RAL HINLOADS. H15 DESIGN 60145:DERATION MUST BE MA ) E BY :N5 Lt EF' H IFN ATTA( IHIN6 AN-HlCR PlG YSTE.F1 TO F+JILBJNv. 3 ,.NLE.% l,1TECGTHERHI_>E-, ATTACtfA,_ IlANJF GTUR..0 PRODJC.S it! ACCORDANCE' HIV MANUFAC,TURER5 .,fEC F-1CATiONS. 5TE INSTALLED ITGMa >CE Jf'/;Iv ;l NC) iF. _..... _- ------ . _... N i E: THAT THIS : ST DIES WT t4. t _--i;V?iLY Mll THE ITFIsS OF I-ORK. AND j l HJII DINS Iy0 UE (GNFL - OR HJMAt f+A51 f,ATICN AND DOES 140 r HAVE R JNN NG MATFR:A.5THAT MA,( BF. f$i.. I-L_ J -Q'. , Gf.-Mr!..`cTG !P15' 1+.I r IGI. Al !.. WAT":FR /)R S.R*IITATION ,ERVIr F F!IS BU IN& 15 DE5 4L2 Ah AN ACCES RY ...........mm._ .._._ ...........- 1TF RFI. A:TFG !T:EM`5 ARE y,.BJFC•T TO LOG, L. ,Rl- 0IC.T..O.NAL Ar'F'F:t)VAL.. I ANNSTGK.A 511HO TG57(-')R LAINLAINN FrAJIFIMENT S GN AL. IN.1EE: FARPOYI&, _." ..--...-. ....... A27F. lINC ?J:.PELF„ FLOHEF r ciT .,, AND (,A€ r.)WARFi 6O XE5 HI Tei V•AR!CAY., ..MALL ..... ........ ......... HE GCMPLL . CFIA PIDAIION .,UPPO: I AND T IvE, POHN ( TIC'!. iT -H5. 2. RAM(->, >TAI RS, A.49 &ENERA_ F :_<E: f: TO iliF BbILJING :•FNF °,SPRY ,: I JOA 0I/ 1:5 REVISED PER t OMMk. 3 C-lil VER5 AND DOM iP(AJl5 ON ALL BU I L INO " HI i OF F55 THAN N EX T FOR 6APt_E END RAKES. ''tputece pr' REV BY DATE DFSGKtF" JN f). fnI(,[4E J Fi tF;Z.OIFTA.L PRCi-li"C ',. F THESE FLANS ViEFEi F_516NED IN AOCroRDANCE NTH THL 20.4 FLORIDA 51JILDIN6CODE, B ILDIN6 r-O, N :15S"iL'*-wUS` O'' 140 F`?` ,H1 9 q5MNNETT eUILDING SYSTEM s ,r" * ,... oAFE. TP 4 ! A I x f? -M NP G,.v E 5HEI) F=i.F,NS -A- f i „ DRANN 5 Gt10AL 03063l M 6 O?A I A 31110 DIXON ENSII ERIN> INC, 1660 DIXON AIA,I 114E ROAD T.t t ,'` -L (}<" - .. fix i=RJ LdG><C',;4$,vA a. 1 iIKLRRALE:-'+r-L&itYAWNWE:;TL21-GOAu195 AE.t,t-.AC.A3(,`1cJf> TATL-C?c !ttGF1Ft,KFvSY FA 4 V't c--€!43 /I) I()4>»3 1'10 409 ICt,O MAN IREET 4lFs-2ai"I ` SCALE: c N- EU F A% VAR U45543 tNOTOA rTM.X"9 HOA, Ft ' 5 112 - ry t 5y •. pl ^ ... ._. 71 ,)F 2! C7ENSR441- NO TE5 ,. 5 j CZ l^4.0 t J5E00214?,2-'1&8, PAX: 9. .; 2 1306 _. ____ _ ... _. r,0NNm.C,T1ON FASTENING,"' LOCA7 !ON 22. V400E) 5TRZTIJRAL PANELSAND1/2" AND LF55 ( d` 2 3,16' NAIIJ RARTIGLEECARL)" 5(J3FL, -ObR, ROOF AND V4ALI. 5HEATHING (70 FRAMI06) I 3J4" It, 6A6E' 15/ 32' 10 14/32" 5d COMMON (ROOFS -N 110, WO V., d IMPI I EXF B") b INCH OL. ED6.E5 AND 51, 116LE FLOOR (C OMBINA 11014 W32' To -3/4" 5 d " OR b d' I NTERMErIAE, AT 50BI'LOOR-UNDEPLAYMEM' TO FRAMIN6): 2 3/b" x 0.11-Y NAL COMPONEW AND UAMAN6 2" 16 6A, ED 6r STRIP # ZONE3 FO )d REFER 10 F16URE 30.5-1 OF I/b` To 1 1/4" Od" OR 8d" 53/4' AINDLESE, bd' 1 ed. Od"OR Y' d' 23 PANELSIDING ( TO FRAMINM OR LE135 bd 5/b ed, 24, FICERWAPI) 51HEATHIN69 1/2" No. 11 &A61' ROOF IN6 NAILh NO 16 6ACE 5TAPLE' 125/37 flO. illA6FROOFINGNAIL' MMONNAIL (2 1/)' Y. 0 NO 16 6A6E STAPLE.' it,-E 5 OMMON OR tv-,xNAII.GS ARE PERMITIED 10 BE UI)E^ EXCFPF WHERE Ol-ILM"I 1. Al EI NAIL 5 5PACLO AT 6OL. AT FD5E5,121: AT INFERMErATE 5UPPOPT.5 FX_EPI` 6' AT -NJ:RpcRf-3 H14-PF. ePAN6AR 4b" OR MORI'- FOR NAILA* OF 1NO 71) STRUCTURAL PANEL ANPPAPTICA.E50ARP MAP HRA51115 AND 5hFAF REFEP 10',SEC F'G)N, 2305 FE6. NAILS 50F ViALL 5HEATHIN6 APE PERMITTED TO BE COMMON, E')OX OR Cl/S.1511,16. COMMON ORPEFORMED SHANK (bd - 2" bd - 2 IVY' x 0131 10d,5' x 0.11IM COMMON (6,d x OAY'; bd 21/ 2" xtOd 3" x 0 145"), e. pEFORMEP 5HANK (b(I - 2" t< 0,113"; bd - 2 1/2" x 0 151"; IOd 3' - 0.14b"), f. COPROIAOWRE5151ANI 1,IL-)IN6 (6d - 1 115" x 0.10&'; bd 2 318' x 0,125") OR -CA5111,16 (6d2' x 0.099"; bd 2 !12 x 0.10") NAIL. FAe7E_'.4WPS 5PACED Y: O.G. ATEXTERIORE.06E5 AND 6" C.G.AT INTERF(FI)fATE 5UPPOP15; MENJ5EP A5 5TRUCTURAL 544FAIHIN& PAGR16 SHALL BE 6: OL. ON TIHE EI?6ES AND Al 1NIERMEDIATE 51PP(,F,15 FOR NON 1jTRVGTTJK1AL APPUGAHOWS sORRO`AON-RE515TAWT FOoFfNG NAIL. V41111W20" 0WIE- IER. HEAL) /NNIF, 1 112 LEN&IH FOR I1, 51-IEA-r11N(-, AND 1 3M` LEN&THFOR 2505" ME THIN6. ,1' LEN&TH R C)RRO1, IOH. RE56 1 ANT STAPLE5 V41fillNOI-VNAL -1/if)' 6ROVtj OR I' (,P011N AND 1 1/4- I-r---Nc-rH FOR 1/2" 1FAiEA -11-111,16 P11) 1 1/2 2t5l - I - THE PANFL, 04LF55 OTHEPn'E MARKED,. 552" `, HEA1'r0t&. R41,1EL. AT W: (20' 1- AXIS 115 THE ONO DIRECTION 01 FOR, ROOF 5HEATHIM(: APPLIGATION"5, bd NAILS (2 1/ 2" x 0,10"t ARE1H) MINOIIJ14 RE - C_4jIRf-U FOR HOOP IRIK_TIJRAL. PANEIL5. 51APLE-55HALL HA\rt: A MINIK411 '_ROVqNt MOM OF 1/16". FOR ROOF 5,REATHIND APPLICATION5, FA5TDIEP5 EPA6EP W: O. G. AT 696,E5, 6'0,6AF !RITE FJ,1Ef:4AT`E 'SWFORT5. FA5TENER5 ,PA(,E[) 4:'O.G. AT F06E5,15' 0:G. AT INTERIAEDIA-M. 5UPPOFT5FOR I.,Jb FLOOR AND WALL 5HEATMIW6 AND 3" O.G. AT U' AT IN I EPMEPIA'r E 'E),P. ORT' FOR. ROOF FHEA 1 n. FA5TENEP5 5PALED 4"OL. Al EP6E5, 8' Al WEPMHPIAI- E 5UF-TIORTS. tittle g" E G j THESE PLAN5 INEERE DESIGNED114 ACCoR9ANGF` AITH, THE. 2014 FLORIDA WILDING CODE, C- AL# 3( 31 Mau 3'1 r.-.'# C1b 5c 0 2TA2 NO 0355 6,A4 =1 V,Fp0lfl9.36 TXV ICA359 1-00 RN.05 PAO0-11010 VA#0451V43 DiXON EN61NECAI N6, IN(- TMT- M, EWW.FR1tb AND IN4T. 611,14 - WAW, 104 i 0 1 'A N -_THE ET Ti-IoWj1,MA55A., Ft.. 335q2NETT BUILVING SYSTEMS FND GABLE "HFDFI- AJWI ibfiO DIXON AIRLINE ROAD m --a". AX- 5 rA, 6A HASTENING SCIHEOULrz NI FT, DOCUMENT y R G PEOMMENTIP1 REV1 BDATE DE,Rl PONSI 140 M. F. H. 7rTE: 01-129/15 15RAM BY: 040HE0',ED ff(: TAD 5CALE A5 NOTED00,'40: 53,0 - 021 SHIFET 6 OF 21 2x P.T. RI 1 A5T 2x4 P T. 5.YF x2 II (2 2x OR 4,& P.T. —' PH_LIPfG BLOG . 5 f 41 OR 92 5KID5 2x Pf..JOI5T5 AT ICE OR 24 OG. 5EF FLs7OR J(015T ..I tEDUL.E ON i SHEET A 2x4 IOP PLA: 2x4-HAL.L 5 JD5 Ai 24" 2x4 BOTiCM O.G. VillH-DOUBLE 5TUDS PLATE EVERY e,8" O.G. byHFN ATTACHING INOOD OR WHP05ITE bd000 RI, TUFAL NAI PANEL. 5/ CR314" EE NFL! E,TUC X HErG;d11 PL 1 I OC J OR ON SHEET A-13) 1/1 Oy,1B DEGKING LO FRAMING PLAN 7 ,,FLOOR c LC 3lib' 1 t-i-I sGa:E: sr E _ I:_o:: J NOTE; D0LI13LE VvAI 51UP5 5HALL BE FASTENED rOGETHER PER F.B.L. FA5TENNI& 56HEDULE. 2. EXAMPL h (IRAW065 ARE OF A 20' LENGTH UNIT 3, DOOR AND HN0011I 1 OG "I N', MAY VALRY 4ay' . nl __ JI I 1 Tit I PRE-( h&NE-E R•-:i f I4' f OC. jPIOPC . ..... f 1 E DO GABLE WITH A-TRU-5 ROOF FRAMING FL94Nr _ - _ j A, . SCALE. 5! E w j:_O- 2x RA.FTER5 Al 24" O.G. (5'E.';E ENE 6A5t E RAFTER GIiEDP [ ON 1tIEL I A'13) NOT TO EXCEED 14.-0N LENGTH ROOF FRAMING FLAN_ k A 4 5ABLE. 346 O" THESE FLAt4 W R':E DES rsN i:JIN A<,GORDANGP KTH THE 2014 FLORIDA &JILDINO com..., auiLOIN FO `' fk EfO-NC DIXON, NT vt+I..D'hCs S`"53EE ^S _ _ END APLE 5t ED PLANS o 4 2 A r-- 1 7tA 30 3i M5>' :9:4 F:c:a 2iIcIE DIXC`E F NC I•1E%klNt, tFIC,. I060 L1xrM AIRLINE ROAD Al IJ`alA GA 3Mb 2'iVd2 NCT'J?59b1 GA1' U54311FdYT,'ht ti6,NEfftll p,Yi1gKf.;ti! LGh 5N;5ha 18-`f2-TITT j5_ „-..... VP a !Ill°3C TXa ICri I-'.UI< 4UGCF' 10410 HA(! jTRFEt Pj._ 335q2 rr(j R \ fjT` I jL53 Y' 4 045543 fHi:?F(C>(P`A. -A C I»(JCiR AND ROOF i ciMl{e:"S PLANS FAX, FAX: N3 b2 2306 STAMPS FT CsU EN x I JDYrT 21/1 REVI7E1) PER C OMME DATE PE 61h f TI N OFF 140 M.P.H r ATC 06/g/15 fA1YN FsY: C MJ OiF! r J 5Y: TAG 56! L EP 5 NOTED NO: OF 21 W.i.. . , 1011 i 14 05 FOR 016" KAL I- 50" FOR N" NAI-L 24 101 PLATE 2r7 6A r 2`5,RAP AND OUT51PE fl OP- 3" 5TRAP ON ONE 510E OF ENDHALL5 T' PIGAL ATIACII ll) 1 10, NHME, 1 16PO 15E.55111,F1, [AV '2)1 8d NAA-=, !Yp. 2 E,/ 4ArL N RAFTER VVIHNO OPEK2:Nr, ROOF FRAMING PLAN WALL FRAMING GALE, 4 = "-0!' NOTEi,. FOR Ai L FA.A ENIN6 ' 'P; PIRAMIN6 MEMBER- 5 NIT I,IOIEFON TH15 5HEET REFEIR - 0 FA,5TENPIP, JiEUJLEON '-, HEET5 C,--1 THRU C-6 il FOR 54" NALL 114" P, r Atqr/ o1r.. L. pFP' 2x K OR. '31, 5PRAP ON ON 11"[11 TY p 5ITYF A DE OF fC L, AT' A'Fl it i STPAFI TO Hfif QE_ I i u 2IUD 1JA7k' P GtiC SE P,,j I4AILS 1 OR 48" HIN&ED I / I - up: 4 I WITH NO OPENIN& LUALL FRAMING THESE PLANS NERE." DE5l6NFP IN, sr AL1,M)031 f,' 111034 K50 DIM- DIXON Fh(7IHFEPM, N6, 215V 03FIMI (5A 034 H 5THfIlRAt FIM10-NlY, A1411) 11,151'F61 10N - (01, P,1151(,)43,,,3 4cA05 o4k) mAIN 5IRED, PA9 0-I.qo,'>l VA, 0455 1 TH()I4OFC5A,6,;,, FL 33592 j. Vgh/E N3-9e2 qb,-, 5 FAX, N 3-482 2306 NO Ull l , L_ ?.4222 f, 7 I -W' SHED E10NALl. WITH 4'-0" DOOR WALL FR; MIN_` G Mll/lf A :2 11,ABENNETT5U[L:)INCs SYiE V,ADILE HEP P2 A14b 1660 DIXON AIR NE ROAi:? AU&_ 6 Fl, <,A 30,106 PH)WF, €A !P-552- 111- 1 ZAMIN4 AND MNC*ALL 1 5'- 11" 5HED ENDAALL KTH 2-- b'POOR OFFNIN6 LUALL FRAMING A-2/ '31,AL. Ez 1, 14l'-O' OP UP U00P WITi 5-0" r; 00R. LUALL FRAMING. A?_ 1'-0" t A ' k BUILPIN& FO r q, 4 E 1, HIT ATE EIRAM 06/2cV5No 6i IE( Q, P [3), 114 1. SALE I A5H.0, NO. 530 00 L.- PER m 122 4'-_FOR _-'. iT Lid RAILS F(P. WALL ;RAMINGKITHNOOFEN& ALL FRAMING- 1/4' OF FRAMINFORALLFA.K-- 140JEL) THISjFIT OR 3'5fRAF` ON ONE ALL FRAMNG HE 2014 FLORIDA SUILDIN5 aEMWETT pjxoN;tj(,jNFEPflNr,. IN(- CA 30406 0p DOCUMENT OF 2102 12.10 FOR 616" NA4 L 2,63 FOP, b" WALL 4P" 8 E 451- H N(5EP POOR 1P-5" SHED E10AALL W-5' 5HCP ENDYiAILL HITH *-0' DOOR NI 51_01 POOR LuALL PR4MISIGLUALLFRAMING2 . ......... - 4/1 51_AL_L_7J2F_= NOIE! FOR ALL. FA5TENIN6 OF FRAMING MEI-VEP5 NOT Nc-)FIED i7N lH6 5HEE-1 REFER, 7C FA5TENNI& 5CHMULE ON SHEET5 G-4 TJ4.R1) Zs 11' _5" 5HEP ENDPiALL W-51 SHED DOYiALL WITH61-01, POOR WITHOPTIONAL b"O'DOOR WALL PRAMING AM ING A- ALE: LE1/4' = 1 .0" THESE FLANS WERE PE,516NEDIN AGCORDANCE WITH THE: 2014 FLORIDA BUILDINW7 CODE, Bu. BENNETT 5UILDING 5r'Mme ENE), 6ACCE sW_*P,-LAW5 L. At. 9 3Cf,31 H16V lqDIXON EN& NE-ERIN6, INC. RjclllR/ qADr lbW PlYDN AIRL1111E ROAP 5(, g 2-!'Y12 !,& 6.,1' 111 i,ffRlIl,)YV MPELT1011 COA bt9 , IXY3U51A, &A 3CJ406 KY9 01i136 TX4 04353 '110 40105 19-:110MAIN 5TRFET Pf4f.)NE. 1-4 16-552-111 PAII miqCxxi VAP 04 3 TIVW)T05A A, Fi. c-ENDWALL DETAILS N# I.v161 FO 34222 F,13-q52 qbe,5FAX, &O-C152-2306 , N11, D IUAPPROVE D" DOCUMENTF I JDA OV4151REV15ED PER r-O"-!E PEV I ar I rATE pj--c Gp 4C) 06/ 29/ 15 SHFFT A-4 10 OF 21 URANN BY: CNO 3 GR-,,, KEzrA r_l 5C,'\LF: A' 5 NUIED V4,cj, W, 530-021 2x RAFTER5 (SEE SIDE GABLE RAFTER 15CHEDLILE, 5HEET A-13) KlttL)ON SIZE MAY VARY, NOT TO E),,,CEED 51ZE 5HOY4N. OPT. Ix4 5.Y.P. #2 BELI RAIL 3 O,C FOR L)E VY PUTGH223b ENEF4 AJYIJ LAP 211 &A PANEL FA5T IN/ ('-3) 013; x NAIL5 AT IP EACH 5110 It -5" 5HIP [-:4Dk'VLL KITH 4'.-0' DOOR AND NINDOYI WALL. FRAMING 5GALE: 1/4' = V-C' ME: FTr.--- ExAMPLE-1 I.Iff- 3XLILDIN(,-.`iFKJVJFi EID & AF) LL, ELEVATION A 57i4;=7' 20 6-A. x 7-51 RAP ON ONE F40E OF 51DE KALLS FCR ALL V40THS - TrPiGAL 2x FLOOR 06T SjIN(, = FF5FIFAR314ALL TABLE ON 5HIEE f A 11 FOR AND FASTENIN6 5E.E DETAIL 51014 5 ff--T A- 15 FOR e DOOR FRAKWL- EVAHON5, 511DE GABLE 2 WALL FRAMING A- 5 4= 1'- 0' 5VE GAME 4=- 56- 4L)' - 5/ A- 1 bo" b1A--1 J- 21 r 114-3J5FOR bl' dW VA-1 1,015 3,0 FOP, qb, OR, 96' 2 O' MIN 23 I a5 r0d) OVI AND UOGR L<XIAVON 11A r VARY I . . . ....... NOTE: FOR ALL FA5 ' EIIIK' 6 OF FRAHIN6 ME-t-IBERS; NOT KOTFID ON THIS, 9HEE1 REFER TO FASTENING, 5X-,H-aP.)L.. E ONSHEE15 C-4 THRU,.,-b 12 OA4-3,15 : FOR 51" WALL 0,i5-5D FOK ( 16' ViALL THr-5E PLANS VV', E- DES16NED IN A,6CORDMCE KTH THE 20114FLORIDA WLDINO- rOr)E, BUILDING F-0 Ti-40111114e 4- C) JXoil BENNETT BWLCING 5r6TEM!& s— ENP GAF- - SHFIDr—LAIC, IRLINE. ROAD ALP301" 631 159 IqO;;- —K5K 21,9 r)IX0I`4 EN6::NeER.IN6,, 11`!U70 PIXON A A, GA 3CAG15 56A 2115" 12 W0# COFA556A# 034311 5TWIOW F%KRIV, W V5pL` f Go A ai'r-, 0'11936TX4 104353 MVP 40V5 MAIN 5IREET j041(.) r PI: 415-55211-11 tAP c,,,q" VAP 04571:- TI-Y)W'T--')`,AS5A, FL3355`12ELEVATION ANC DSTWLe AREA FOR APPQ01VAL MC'UPAENT I jJ0AjO-7/; I/I5jREVK3EP PER --OHMRIT51R EV -r--t - I T-, UXTEF r.,'E FVIONOF140KRI-114 E) ATT-4 061211/15 pf; TAO S ALE: M- K'OrEl) H.O. NO: 530-021 5H! ET 21 1113:119 FOR 5-11' 3 9FOR k W62FOR9. II 2.10 FOR W 5:" J>--._ W/ (3) 0.13 x 3 ` NAIL5 AT EAC,tf TR1755 I PRE-ENr INEFRED TRO55 nI I k t I END GABLE1 qKITH /PRE EN6y:,! IEIERFD 'RJ5=- EXAMPLE I .5.' BUILDING 51-1004 12 D2 FOR 81' WAi-l- FOR. lob HALL. I' -II" END 6A51-E AITH RAFTiR5 A-6, 5--ALL: 1/4 = l'-0" ... 2 12.63 FOR 61` WALL 16' WALL 4 TOP A'TE RAFTER W-5' END GABLE A2q NIITH RAFTERS 2 SECTION NOTE FOR ALL F.A5rEN[N5 OF 'RAKING MEI=1CHHR' : NO I N07=U ON 11415 5H€ RE ER .ro FA57ENING 5GHF%JL.E ON 5I.4EET5 e . 4 T11R; <-:& 12 ..._._ _._ 3:19 FOR 'W 'MALL ViA! 4.05 FOR -lb' V4AL.L k` .% m"7..... 15.01 Fri? bV HALL VilFH SECTIONg RarAF.TERRe V4 IION A_ GAL ALIT€a SECTION A 6 ALE: THESE PLAN5 WERE DG5i6NE7 IN ACCORDANCE KTH THE 22014 FLORIPA BUILDING 600E ETT 5UILCING S`PaTSM6D.: *I, P. euo rABI-L 5HED HLAws AL 306i3i MfA 14034 K.50 211118 FAXON EN6INr BRING INC. IEFiO GIY" r AIRL:PJF: ROAD 56 2 V NC,403 fi85&AV 134ll :TF?lX,IW-kl E'-WPW, AtC7 PrRECRIN- COAVM.. Ak&'5TACA 3CH0r• aNE . k,d 1 rli! 1vanierrII04.540gor PA3 0:1?: xi V,0 0455513 rtddCi 5A F . d=1 FN2 INN .I216i F I b,A222 "vol(k ?I3-9o2-lb65 FAX.: 613-q32-2306 _ CROSS-SECTION DETAILS NDI DIXAA--NIT I - JDA O 12!!(5 NCVIS D f"R f,OMF11'. REV I BY I DATE I LE51-RIPtION OF 140 y4; P.H, PATyI 06/2` I/15 Ji'EE"I J V N 87 GNO K[ K D BY: a,v m C,At - AS No IF 0 VID.No530- 021 _ 12 OF 21 PA0`06 r W,120x5' NAILS s 12" OC, 5 FA&&ER =-D d'" 2) - 2x4 OR 2xb s,r.P. a2 P.T. BU'L,O:NG SKV S-AL- I I' r ei) 9O.I2 x.`3" NAAIL_ -PA(M =,IVE.. fiYP.) 2x FLOOR JO15T---\ 5 x&x5" IN0O0 56REV,6' AT 'b' OC. i UF" ( _31f, x4" LA6 r a'R Yi, TOE NAILED A': 2} P.T. 2x4 ;KID __..__x , .. i E AcH K)I.T 10 SKIPOR2x6 \ Y." 1NEvCrTEC7N 51?1JGF" AT 4'-0Gc HlrtI fF} _. SKIP TO 1015T 0,1200" NA LS E,'\GH ,vF, -- F( P) r3n---- P, I. 4x(g 4,( b 5YN.:»2 P7. 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W^ OP OR 0513 WI T ttk 0. 11 x2 V' RIh, 5HANr F; j NA ' T 6?' A E06E`.: 12' j l 0 f INF I El_Di L /€T x4 L A AT > } 6, BrTHFEN S• TU05 2x F LCPO . 10151 FROM BCJTivM //( I PLATE TO Rl 2x R'H .196] 4,.12C) x3" .__.........__. NAILS FROM RAM O FI 011k 101 f TRU55 A-9 CALE: 314 = 1'-0" SEE DETf iL5 2E3 OM SHEET A 10 FOR OPTiONALI aTUG TO FLOOR 5Y5TEEM ATTAG'H`SENTI .-.. - .._......... J rt HE- 5E PLA.N5 ViE RE IN ALP 3Oo31 M p 1,104 Y5- 2iig6 DIXON EN6:NEERIN6INC. 5 215412 It # _ 3 AM 6A- 1,1%111 S11,11,t/)A Big5 N O-11936 TX9 iO4:53 M€? 4Og05 IU4i0 ..AIIi STREET F'M C) 79CXN VA0 O'1`.i:>g:iT,IGW, XAi_A. FIT 35912 lNA 112161 FLO 342 .2 vi^AC.L 3g'S2 _gP8`, 1;c: S€3irS2-2:3Jb j 7<F C/5B OF -'1_'fVW7 5HEATHIN6 t FA5TENED WITH 8D GCMMON NAIL5 AT RPFIE:R NOT CHED- F+ O.C.IN FIELD AND EPOE5 TO RF LC. EIVF TOPell II A5T'M D i fi GLASS OR AST C> T A' '3161 6LA55 F AhPHA1 ,HINGLE OVER APPROVEC UNDER€..A MFNT, METHOD OR 7E5i6N A5 DE- 5CRiK1? UNDER .ENERALJ NOTE5 I2 'THRU15O•k PtrFT" G3S j fT€-4,I30z3 NAILS` FROM RAFTER TO ST D 42, c RAFT.[:R 2'xi. O 6A: STRAP Vil lH Wq i 1."5TAP`:E OF E 4IIVA ENT f ) S,TAPLE5, INiO• , A,6, A" UR'II AND (1) 5TAPLE5 INTO 5PUD FL.00)R J, .5 RIM J015T RAFTER Ni/ OPTION STRAPYIN6 AT FLOOR 2, SECTION NOTE 5MP5ON OR E% V HJ . TIE5 AND1 RAP5 MAC BE PLAC:Ei 0, ;1451DE OR (X IL)E OF TUD, W:Ti THE Exa PTION OF ME 1t3 CLIP OPTION 601,14=G11N6 IHF LE PLATE 1"0 51" UFhi JETM )5 f BE PLACED ON THE €"-151DE Mf 03T51PE OF T' E 5TUJ. 2 1 .P`- i, STRAPS; AND ` 1 REH5 5HOYIN AREFOR USE OPEN AL UMI :UM ORI00Ci VR ilQING IS, Af* UEr) In iiwi [>m(C 3.fC T?.O4 TOP PLATE FOR AI FA5IT:NINCi Of' T kA.MIN6 f 1I MH'tK'i N ' NOTED ON it 15 ,HELT REFER TOV , J FA.51FNINC& 56HEDULE ON 5HEL5 C-4 T J< U 6-6 j SEL 5H ET ,4 5 FOR OPTIONAL BELT RAIL FOR UH hITH 2' 1 O,A 5TEEL. PANEL OPI; WITH THE 2014 FLOP0A BA NETT 5UILDiN5 $Y5'EM5 Ehl? if,5LE 54 D FLANS if,W 91/0H A€RI_INC ROAD ALGU4TA CA 30906 PtKJ' r 479 a52- TITTUJALL $EGTION DETAILS I ROVED' DOCUMENT I I JDA 0 1/21/15 PF, VI>B) PER 601IMENT5REV I I3r DATE UE 4I OF :O M.P. H. DATE. b/2q/15 DRAWN BY: CNO CAE. Cr'-D BY 5C:ALE TAP A5 NOT,. FD Ko. NO: 530 021 5H E:.:T 15 OF 21 214'* x 1.5" 20 &A . ....... . STRAP W (11 ' ! Olq 175 .' STAPLE EAtH E.ND OF 5TPAP FROM P015-i TO TR S. V4HERE THERE 15 NO P05T STRAP PERMITTED TO'WRAP AROUND TOP PILAIF5. 1,15P S-TRXTI)RAL - - 1101`414EFOR5 PAU44- TZ H6H 6Af` AG.rF-r W 5/6' LAC, SCREW INTO A14P ( 12) lily NAII- 5 AND (2) IIZ" BOL 15tN1O P051 TYP. TOP AND BOTTOM 29 GA. STEEL PANEL PRE- EINGINEEPED zl 2) 0.120 x 3' 14AI TOENAILS':? FROM TRJJ% TO PLATE 2) 5 x 3 ` MOOD SCREI^ t 4': x4` P05T I Y,': DI G< BOARP,5 2' Xib"'51-OCKINC, METAL DRIP ED6E Vi/ 0.15 x 2' NAIL5 Al 4 " O.G. AT 15APA- E ENDS AND I' AVE5 2, 1" x 1520 6A. --- RAP VV,, q) 1 1/2" 100 NAB 2- 5 EACH END OF STRAP FROM P05T TO TIRIL55. VMERE THERE IS NO STRAP PERMITTED TO WRAP APOOND TOP FILAIES. 14) A. 120X NAILS TO Ft. 00 2x RIM JOIST' ItF',X2'(Al ,/ANIZE() 5CREINS, 1' 41 EAGHPORCH G<iNNEC: ION ATTACHMENT SECTION14", Y. 1' 206A. 51 Wil! i r'' :,')U) NAII OF BQj;VALENT-- NAIL5 IN RIM, WAILS INTO BOTT( PLATE, 5 NAILS it, 51110 FLOOR DECKIN6 OFT. TRU55 ATTACHMENT A' IOTGALE: 3/4 FOR AIA.. F,6,Sr FmiioOF FRAMING MEMFSER-' NO F NOTED ON THIS SHEET RErFR TO FA51 EWIN6 SC HEDULE ON 5HEE F5 6-4 I'HRU C-b 2 1 6A STEEL PANEL PRE- Bq& INEEREP 2) 0, 120 x 5" NAIL 4 TOENA'. L-= 0 FROM TRUSS 10 PLATE OR. 2) 4b x 3" W)O!' FLOOR OE6K(N51,5 5GIRF1152x FLOOR - O:c;: 2x RIM JOIST BOTTOM PLATE OPTIONAL ATTA4, 1-11-ENT ECTION 314 16 4),120> 0NAIL- A12.LA6 5GREN AT O.- INFO PIM -101t - , . I 1 240,/,. INTO KIII-1 -015i 21 FLOOR -110151 Y AIA- 5TM6 - 2x RIM 0151' OPTIONAL 5TRAFI` IN& C,llJV TO BOTTOM PLATE AND RIM r-O" BOTTOM Pi -ATE TO RIM J,')IST DETAIL P AN VIEW. A I e'R'39 WRIVIVIU THESE PLANSDESIC7NEDIN AG,-'oRPANCEWITHTHE2014FLORIDA51.11LOIN6 c0pE, BUILDING FO-R , 4424e2 BENN5TIT 5Ull MB DINGVTSTE/ / No /- " END 'F'BLE 5HEDPLANSf ALI 30631 `1034K, DIXON EN(,IWEFRI146 ! W..-. 1060 DIXON AIRLIW- ROAD rc i N(V 0550,55 ( A4 0343115TRGTLW DUKERM AND 11`15i-6TION - (OA w5 A00-bif A301106 -V A 21'7q2 104353 FOF T,M# 4OqPijOKEt 1-41&- 552,1111 104 10 MAIN 5 RFFT /# 0111 6 X TIIDU30AV0-III(KA ',/A- 045,513FL 355q2 hil'i Fflx: bi- iiB2-2306WALL SECTION DETAH 6AREA FOR E: ['3111 DOS,' UlAA E N'T Al I I I- VA10-7/21/1,511REViSED PER GOMMENT51 IREV IDYI PATE. I UE' VA 06/2. a/15 XAWN BY: 6NO 6HECKE12Fr: TAP CIALE; An NOTED Ko. NO: 530-021 51-IFET 16 OF21 SHEARWALL CHART J^iAL L. ! THJ, jr_j?,NT RIAL BUILDIN6 OFEMN6 5/,')" LPr )Jq AUJI-11NUM.' G1 I LAF 2"1 5 P'l r7IDEHIPTHKOTHMAOVER5TEEIUN"l-A"IR VIIIII(L lq/.32" TI j4,qIPRE61SION 5A PANFL5 A' STRAPRIN6 13. OVER. --C EMF NEIL." Tl '-L PANEL' 5 FRAPPIN6 r. NOINE ------ MAX NONE 4 I425;1- 25-l" 2,3- q V Ow 1Z 10, 21 NONE 4;-O 22'- 10' 3a 3^ 3111 31 Nt-) 1 F9 SHEARMLL I. Gl1q ALUMI40". lXTGH LAF 5'1016 13HALL BE FA51-EWED 'JiM& Va x 4/4`)NOOD A' 5 V-;" 0,(,. AL.- *3 FRAf-,Vit, A' PEW 'IMUFACH-W-R-i I ATION6 VERflIN 7ESMC., ED 1ITI6IERFOPI4F-f) Bal ON ( E_, 1, L1.111 OE/11--401-06Y INC. TABLE 2, 1/16: 05B 5HALL 3r- 8d OR 1JEFOR,11ED, NAR..' AT b0,,1- 'N FIE.A..P /\MD 4" OL, ALOW, At PAllr[. rl)r-,FS EX6FFT r`-Op- A-: I T' CAENTSIll" 1,111DE BUILPINC-,, Vil 1-H DOOR OPEMIN6 FA5:TENIN5 MU51: BE 5JACEPA. 6' 0,C. :'I FIE-U) AMP 3" 0,c C , -,TNEP V[!`Z, 8, C,-)mt-IO -D N[AjL5 AT b" 0,C IN FIEU? AND 3" OL, 3. We'l-P5MAFT5VEPREG61011PANELMSERIE5 HALL BE FA. I 1I OFF DEPOR E A:LONO.AFL PANELEPOE5, 4. lq/32:' I i-11 511ALL BEFA5-JENEP „INC bo GOMI10N OR DEFORM. 0IIAII:- t AT 6" O:G. IN FIELD AND 4"O.G- ALON6 AU- PAIqEL E.76,E5 rx; .,-AT' 2q 6A F,ANFI, ,4A.A- E31- USIN& 9b 5CRF?4 A: (5" Ojr N F 4 ArTFNEF 3/4' *.)OU -11-1..0 AID EP6E5 BA5F '-)N M,'kNljFACTVpFP5 b, 'WI6" CE.-'AFANEL 5HALL BE FASTENED U C_,;N b 611AT 4'! C.G, EVERYkIHERE lAU `WD TO IN EN!, -5 REGIUREADDITIONAl206Ax1112' 5TRAMN(., Ff,',TE FIRA' 1116 ;QI510E OR OUT51PF A, ,(!oi^h IN FLEVATIC'M f,)ET1, 11-5 TO ACHIEVE 54 3" LEN(5TH IN W-5` I''U)F 5JILCIIN 15• 0, JIWNG161>115 AND DOORS, MAY LCI-ATED, N El FHER, TE. 51DE kvhLL CIP ENPV ALL. 1Xk)R` ARE PERM1TEED TO BE IN i3,--)lH -13 OR Flc*,IAI NNO 1E;LW-6-fkt0Q,' VHEN51,0IN SUEVALL5 'k,`15,t 1 B" ON THE .HEAR. PIALL HEIGHT TO V1101H FIA-TIO OF 3.50 AND5HALL NOT 16,a,, 3AL.r2jm& LpI&T-FT o, FLASHIN6 IREGUkElP AT HORIZONTAfANTI vFRT ICAL Af3,JTllEtIT S)INT, ET TYMCA1., DFIA]t.s om :',HEVf A 14 10 TN4 AIL AATE-P, PF51511VE oruTING OF I i_A,,ER OF 15LF.3 FELT PAIFR oR OTHEP APPRo,,--UMAIT"FiAlhf"i FLA-HIW,, IS, AS j- PESGIRIBED 114 NOTE (3 FLimZ FDC, 1404.2, THE',E FLAN5 VIERE DE5I6NED IN A'16ORDANGE KTH 71HE 2014 FLORIDA BU11011146 c OD E, 51JILDINCv Fo U5- EN ABLE S PLAN5i6fO FAYON AIRUNE ROAD A AL -';l3q4t) PW) N EN, 1NEERII16, 2, 5TRZT,RALEN.6 If xhl'Ali grA, (5/-. 0106 11-M W! 0171136 TXV (,43153MPA 401105 10- 410 MAIN51FEETFWONE; 1-41b-55 PA# OJIICUiJAB 6455q3 TH4 il lrltlE R 4 3A'? JJ NC)VYAr A, Fi-5`12 O CJL 813", 152.19,M) rAX, bl'_.. 52- 23-106 HE4R WALL TASI-9 a tAp DAT`;/ 061/21/15 PKA-VIN Ems: GNO CWfIEU byl SCALE: TAD A5 NOTFD NO N01 530- 02 SHEET I I OF 21 r-4"x4" (Z)?";<4 TOP PLATE F n JF' E..il FI ;/4:. EJE.(,K DOARP 4Ty E 0 ?cPGr, AT',lV;HN NT L0lL EIPi 1i;:3fJ VE : HALL PORCH FRAHING,v^E'AIL SECTION, i1 5G-ALE '! _ ::,,Gyp, OPTIONAL PoIR,, H l=R M€N& PLAN PORCH' OptioN FRAMiNG, PLAN F... ......._. :—._._. --- A„ALE: T 5t HESE PLtkalS MRE UE51r NED N Al r0RPAkGE ViITH THE 2014 FLORIDA -PULPH uILDIn G ASS P.E. ENC--GA€3CE D PL /^"i5 J( J,ODIXON AIRLINE FL3AP igCi34YS, .1rwl t'€Yf:PI CNC PrEEtll Ca i tC, u 542 .r Ujs GA . S iK:€€ Fd (W,!Nf jRRY, MP N5FE61€ l - (.6A$Ft4 FUC a A A -' f 06r S' 4 D'iN36, TXR 04.`.,35. Mliu 4Ut{. 1_,4a0 t MAST. 5TREE, F''FiFJt,E PORCH JT6GJ t".. FAR OT9f& 3 rAu 045M5 VINO A 5A, FL 2 fs Pt112lE_R.:Fz JIGl a, 9E2-ajc3-AX:AID NOTE, `- t. 5EE' SEiEf_':5 A -%AND A-1, FOR l tfk, HMEtiFE?ETAIE_S: 2. [ ::: SHEEI ", I .1R ANY INFORMATION Nl) L. "v07 k E<RE RRItR RR1RR; B, ,,, oolt, r3u1L- L,ricFO 9_ S` TA C0 DAI () l205 IREV15ED PFK f,OMMENT51 Y g•' 140 MP U RAT 1 06/ M5 AIB9'FL ; 3Y: TAQ.. 56P,t- v. :.J. r 5 NOTED 72i e FLOOR JOIST SC4 U1 UIL TN6 I^ DTH MIN3MUH J015T 51ZE Y' 2xI OR : I XA C F OR u2 a 1xb .5.' *'. #i OR #2 NOT1 5: E' nt :Ni -1<IEr C S FLOOR P,. i;*'..51r 'LYF'4kJUG FLOOR ?LC2E1[RED WFt N -ECG 5T5 ARL 5FACr[7 AT 24" r- 7_. 5YP rt; W% 1/1 :0613 F LCP OR 3/4 PLYH0,0VF -CYR KC-C RF0 HH N 101515 ARE SP/= EP, A:T24' O.C. 3. > T P I f' ' e i --B FL X)R Y K'.5" ' PL,Yi !) E L.( K 't-'6 PFGI VANE N 3015T - RF.':'.: 5('AG L- A"t lb OC,... 4: 5YI3 41 `VV 51%' f't YW-X'VFLOOR !-,.EGU' 'r.C) Y CN .J01' T5 ARE 5. FLOOR J151 5 Aa €f 5I aNEO A, C NE l , NO, i i. t F ., ALL BE FRi 1TTE:2.. WALE STUD SCE UI STUD 51ZE Y. AXIKIjM 5TUD LENC-TF 24 in C.G) 2x4 5 Y.P. Iti £ r r. l THE7E PLAN5 NERE Pe316NED IN. AC,60REPAN+aC INI T H THE 201.4 _FLORIDA EUILDINC-7CODE WILDINa Rife c't3 ILf+!a S TM. I e"a o,+`f IC. 2EN:7-( 1Lt.t 5r EC+PL.ANS ALP sn631 tT.4 IR 34 k w Sri }ITAXON it YE FR. iM .. 6f,0. DIXON f R ItF ROA€;. 91, 0 0359P 6A" 0343 It )wtl(,TWA( ll<—WI-AIK. AK)IWif(A0Il WA'bN5 +'a1X tk lA C l+'+40f; I PKLNF. 14!b 552 fi I IPAP C) N000, VA 04v-3 4 t S R SCHEDULE NtI02161fL34222 , c.€F F8€ ± 0z-°b , FAX ti3€ 31182 23C _ ". ND GA5Lrz RAFTERSCHiDZ5 MAXIMUM 5UILUINO LENGTH RAFTER jIZE 24 in O.G) Jx6 f p#1 IC 1 fir. 3 y r= 1 0 2x[ t 1 ('.41 1 I 1)A -0 12MY., REIV15EO F'TR6614-111T` ti;agsse® ass etr c2, f<'r L nTE Vh hl('41 3N I` D, Atp 6'silt`i1€`> SHF€=T No 4r .' F (.. GNE.• K. ED 6Y..._ TAD N4 IdrJTFC =. I exaaaiaeei 51u€NG f3L }Cf[NC I-L.ASHIrICi A V. OR ALUMINUM) M:) DUTT —1 Al-+H NCR Z AAl L WANT l DE TAT 6LOvK J! 5f E{ -AP NO'€c FOR ALI FA. FENINO Or, KA 11N:7' M FIBFR5 VGri NON-D oi T 15 : riE KEFEF TO F, F:5TENIL6=.5:. -IFDI,I_E ON .NEET56.-4 PIRU! 6 iJF ( alO OF U_ 2•* 4- VERTICAL FRAKNC,. All 43 ` 0: 6. MAX f2J: OX-3€ x 3' TOE AA L ^ (TOPS ANT) EIOTTOM II E TOP ?LATF ENG 4NAL LAT OPT POPC! f C MAIL _ THESE FLAN5 VNERE PE516NECl IN ACr-ORDAN K M N0.34r.51iJiIXON LNC NEERIW INC. .mm PK A 11 <i35 LAN 0343,111 ,WAWA 616INEF11w, Vf IIHIECT.t?N 6CA,bilt, fX4 04.553 W4 4 7105 104,10M N FREET VAR 014Yg3 4 kuT r fiA R. 3354 F• a , JC W"F. E<21 t... !%3-'74'., AX: ,!3 G>.2-':3(7+• IDlfav WAf, L SfUV - -- eiP('t:Y Call 'Mv;, PAPER Ao- UiTREAT €-ANEL. EI?6E5 WITH VlATER REPELLENT PA) TT RC- VEi?5E EOARn AND BATTEN HALL, _ lkiC7 k PLPIN/ PAPER / `j NALL ! 1W -1 d C NNFL_ 5. HIPLAPJc> 7F: NAIL: NC O'.= BOTH PAWL E( >€ 5 AI-Ot_. PIPLAf J;iN- 15 RE. GOMMIENDED, THE •`1 OUL.i E NlJIL1116 5 REGU[REP WEN WALL 3E6MENT" 1-U51 MEEC KALL BPACIN::OR FP [ JCERE.l, J{ IF_ARVaAf L R"..-(XIREMFNFS. JE? RT. 4NALL .J0(PT 2DETAIL -- A- 4/ r SCALE rE WITH THE 201/- FLOFIG MNNETT u! i DINJ(s SYEF-W OADLE9ED Fi hN4 t660 iAXON ARLINE ROAD A 30, iof E"il; fl-CHIN' N A: 1. "" F 0()(' ,flt W.". -_.No 34,222 alwfr, Of ANN EY: C NO 5C'A lPA FFJ Clsillailla• 5 IEE F 20 OF 1 _f{ MA!LkJAL 2x3 ]UPE 4) "A' 5i , De, 112" 3) 35 V2' EI 445' 415" a , x 15" R.O. DOUBLE 00OR FPA.".E DSTAIL 5 2.25> 2.25 ii,EF 2) 14' 3) 42 3W 4 8' t[-Rl A - I 'Etl 2.25x2.25 TUBE. 14) -14' 1- 31 31/.,, 0) 2b 3/4" 4,' b" DCUOLE POOR FRAME DETAIL ALE I., r7o-" P(PI"AL P!N(3 iO FPAMF FA5T-W,(-, 6' CL, U_; kEAEROIJTHVEk5APINFAST-ti'--, 2352 XC, = 250 100 x 1 3/5" 2501 516 250 x A00 x 2" HEL!6-\L TYR 41.2f 4b'x rOJDL-P POOR FRAME DSTAIL 5CALE12 1-a' THE5E PLANS iNERE DE51& ANI-E NIT NEUACCORDHNE 2014 FLORIPA BUILDN6 r-ODE, WILDINC, F I BENNXIT 5ULDING elreTErlb END CA,.E,LE PL ANF, AL93003i 49 111034 k A A4b DIXON LX31NEEPIN,0, Nr; 1660 PIXON AIPLIM. ROAr; a. 51- 0 275112 %(,1' 0 Ab, "I SM-CUIlkMIT) RWE(W74 C,')A, 81P.5 ,-,k9j5rA, -A,r,qgb W4 01115, TXP 104-35 M03 10410 MAIN 51REEF FHONE; PAR 011MA A. 045510 N,), lCbM,5A, F- M2 rl- R34222 E, 813 FAX 8,15q61 2306 DOOR r4AMIN6 ELEVATl0NL____j OF 41, jk= f3Y A'i 1" 840 M.P.H. A tE! 06/21M PRANK BYJ 2i OF 21 I BOUNDARY SURVEY LOT 7 BLOCK 5 TIER 10 xc I LOT 8 f BLOCK 5 TIER 10 11 LOT 9 BLOCK 5 TIER 10 LOT 10 BLOCK 5 TIER 10 II A LIT0 rn DrI rn PROPERTY DESCRIPTION: LOTS 3 AND 4, BLOCK 5, TIER 10, E.R. TRAFFORD'S MAP OF THE TOWNOSSANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES 56THROUGH65, 0 f PC- OF SEMINOLE COUNTY, FLORIDA. Jvr& RECORD COPY Ok to install i x I .G i( sgft) shed as shown nsr I v , on plan. Meets area and dimension regulations for the L. ECEN .- 6 = DELTA/CENTRAL ANGLE A/ C = AIR CONDITIONER BB = BEARING BASIS C =. CALCULATED CH CHORD CB = CHORD BEARING CBW = CONCRETE BLOCK WALL C. M. CONCRETE MONUMENT CNA = CORNER NOT ACCESSIBLE CONC. = CONCRETE COV. = COVERED LOT BLOCK25from TIER 10 T•,,,, N89' 41'.23"E 117.00'(P&M) I x rLK:, 5 zoning 7 ft from the district. Shed must be a minimum of side property line and a minimum of the rear property line. FOUND INO I.D. t0 Q LOT 3 BLOCK 5 TIER 10 O A O WOOOSTEP I v t :. •. R00 O a rn N J J \ to- Otuu n $ 1ro0D STEPS / - H W0 D N 14. T SINGLE FAMILY RESIDENCE 0, 2' CT, Pu STEPSoJ M. 11. 6' DECK u, i i 318 14. 7' 6.2•, 21.8' LOT 4 A/C P v P N COVERED CONC DRIVE i'::'•in BLOCK 5 4 o q 12 TIER 10 . 2•.3• CCNC DRIVE.]:.::: Q E- 7 = ASPHALT BRICK CONCRETE PAVERS AT-- LINE BREAK 0 BS L—%—%—%—K— K—K—K- o— D-0-0—D-0-0— 0- 0-0-0-0-0-0— OHL I - FLOOD ZONE INFORMATION: MAP NUMBER: 12117C 0070 F DATE: 00 17 ZONE: S89' 41'16"W 117.00'(P&M) LOT 5 BLOCK 5 TIER 10 D = DESCRIBED d/ b/a - DOING BUSINESS AS D. E. - DRAINAGE EASEMENT D. U.E. - DRAINAGE & UTILITY EASEMENT EDP - EDGE OF PAVEMENT EOW EDGE OF WATER F = FIELD FF ELEV - FINISHED FLOOR ELEVATION I. D. - IDENTIFICATION I. R. - IRON ROD I. P. - IRON PIPE L - ARC LENGTH LS - LAND SURVEYOR LB LAND SURVEYING BUSINESS M - MEASURED NR = NON -RADIAL O. R. = OFFICIAL RECORDS P - PLAT PC - POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PCP - PERMANENT CONTROL POINT PI - POINT OF INTERSECTION rQ> - UTILITY POLE SET 1/2" I.R. & CAP LB #7020 O = FOUND PROPERTY CORNER Q - FOUND CONCRETE MONUMENT WELL 0 O - UTILITY RISER GAS METER Jv = LIGHT POLE GUYWIRE FIRE HYDRANT V® = WATER METER CERTIFIED T0: DIXON CABRERA ADDRESS: 318 S. MAPLE AVENUE SANFORD. FLORIDA 32771 Bradley Cox & Associates JOB # BCA20201 DRAWN BY: RO B CHECKED BY: BC Land Surveying FIELD BY: JB FIELD DATE:) 09/15/ C 405 W. 25th Street REVISIONS: Sanford, Florida 32771' Phone ( 407) 323-9202 Fax ( 407) 324-9661 W WW.BRADLEYCOXSURVEYING.COM CENTERLINE RIGHT- OF-WAY LINE BUILDING SETBACK LINE HOG WIRE FENCE/HWF WOOD FENCE/WF CHAIN LINK FENCE/CLF OVERHEAD UTILITY. LINES FOUNO 1/ 2' I.R. NO I.D. POS = POINT OF BEGINNING POC - POINT OF COMMENCEMENT POL - POINT ON LINE PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR & MAPPER PT = POINT OF TANGENT R = RADIUS RAD = RADIAL RP = RADIUS POINT R/ W - RIGHT OF WAY S/ W = SIDEWALK TBD - TO BE DETERMINED TOB - TOP OF BANK TYP) - TYPICAL U. R, - UTILITY ROOM U. E. UTILITY EASEMENT WM - WATER METER WPP - WOOD POWER POLE NOTES: 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3: DO NOT RECONSTRUCT PROPERTY LINES FROM iNTERIOR IMPROVEMENTS. ( BUILDINGS, FENCES ETC...) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. 8: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED I HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED PROPERTY WAS PREPARED UNDER MY DIRECT SUPERVISION• AND MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLCRIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J- 17, FLORIDA ADMINISTRATIVE CODE, PURSUANT 70 CHAPTER 472, FLORIDA STATUTES. - 09/ 18 AD - LEY G C C M #5567 DA CERTIFICATE OF AU ORIZATION LB #7020 5FNERA WOTE HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL E)05TiN6 CONDITON5. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL AND STRUCTURAL DETAIL5 AND DIMENSIONS. ANY DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 3, THE CONTRACTOR SHALL 13E RE5PON5BLE FOR ERECTION PROCEDURE AND 5EMENCE TO INSURE. THE INTEGRITY OF THE BUILDING AND 175 COMPONENT PARTS VURINC7 CON5TRl;C;TION. 4. THESE PLANS HAVE BEEN PREPARED PER REGULATION5 OF THE 2014 FLORIDA BUILDING CODE. THE WORK OF ALL CONTRACTORS SHALL py COMPLY NTH ME RECJIIREMENT5 SETT FORTH IN THE AFOREMENTIONED CODE. NO DEVIATIONS FROM THE NOOK SHOWN OR REASONABLY Q IMPLIED 5HALL BE UNDERTAKEN WITHOUT THE ENGINEER'S ALRITTER CONSENT - A COPY OF MICH WILL BE FILED WITH THE CON5TR:JCTiON CJ OFFICIAL. " 5. ANY CHA%E5 TO OR DEVIATION5 FROM THESE DRAWINGS 5HALL NOT BE MADE WITHOUT WRITTEN GON5ENT FROM THE ENGINEER. 6. THESE DRAWING5 ARE THE PROPERTY OF THj ENGINEER AND 54ALL NOT BE USED WITHOUT HIS CONSENT. DRAWIN65SHALL NOT 6E USED Q FOR ISSUE OF f'U;LDIN6 PERMIT UNLESS 516KED AND SEALED BY THE ENGINEER. 1. THE :OWNER AND ME CONTRACTOR 5HALC HOLD HARMLE55 ,HE'ENGINEER FROM AND AGAINST ALL LIABILITY G;rAIMS, DAMACE5, LoE,5C-5 i= AND EXPEN5E5 INCLUDING LEGAL FEES ARI51N6 CUT OF OR RE5ULTING FROM ERRORS OR OMI55€ON5 IN THE PERFORMANCE OF THE WORK BY TIHE CONTRACTOR, THE DRANIN65 51IOW THE GENERAL ARRANGEMENT5 AND EXTENT OF 'HE NORK, A5 THE WORK PR06RE55E5, THE OWNER AND THE CONTRACTOR, AT NO EXTRA C05T5, SHALL MAKE MODIFICATIONS TO MAKE THE PARTS A: IGN. 6. DO NOT SGALE DRAW11465, ALL WRITTEN DIMENSIONS WVERN, a. THE CONTRACTOR FOR THI5 PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT, THE GONT'RA TOR SHALL FURNISH AND PAY FOR .ALL MATERIALS, TOOLS, F;OUIPMENT, LABOR, MACHINERY, TRA45PORTATION. HEAT, KATER, UTILITIES AND ALL OTHER FACILITIES AND SERVICE5 REODUIRED FOR THE SAFE AND PROPER EXECUTION AND COMPLETION OF THE WORK. THE ENG,NEER. 5HALL BE THE INTERPRETER OF THE CGNTRAGT DOGUMENT5. j IO, THE DOCUMENTS SHON ARE AN OVERVIEW OF THE AORK REQUIRED UNDER TH15 CONTRACT AND RELATED REOUTZeMENT5 AND CONDITIONS d THAT WILL IMPACT THE PROJECT. ALL DRAWIN65 ARE COMPLIMENTARY, THE DRAWINGS GENERALLY 5HOW THE INTENT OF THE OVERALL COMPLEXITY AND CONCEPTS OF THE PROJECT, AND DO NOT NEGE55ARILY 5HOON ALL DETAIL5 AND CONDITIONS. ALL NEW`INTERIOR. CONCRETE 5LA65 AND FOUNOAT€ON NALL5 AND FOOTIN65 5HALL HAVE SOIL POISONING UNDER NEW WORK AND 5HAI.. BE INSTALLED BY A LIGEN5ED CONTRACTOR. IN NO INSTANCE SHALL FILL MATERIAL AND NATURAL 5U86R.ADE MATERIAL UPON WHIGH F,7v ATION5 AND/OR SLABS ON GRADE ARE TO BE 5UPPORTED BE GOMPAGTED TO A CRITERIA LE55 THAN 45% OF MOD!FiED PROCTOR MAXIMUM DENSITY UNLESS 5PECIF16AI-LY DIRECTED TO DO 50 IN WRITING BY A PROJECT' GEO'EGHNIGAL E,46INEER, 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EX5TIN6 5EiBAGK5; EASEMENTS, AND ANY DEED RESTRICTIONS, 12. 714E GENERAL CONTRACTOR5HALLBE RE5PON515LE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE, AND THE BUILDING. THE ENTIRE PROJECT SHALL BE LEFT IN A NEW; GLEAN CONDITION. rnxrvxxnx.:. www.v...v:.xxre'.. THOMA5 A. DIXON, PE, BUILDING 5Y5TEM5 A',# 30631 TX# 104353 DIXON EN6INEER,N6, INC. + . d *• MASTER ANCHORING PLANS 561 215g2 VA# 04557g3 5TRZ11RAL ENSINEERM AItD : ...... 1 ,,. OF .` 1660 DIXON AIRLINE ROAD WO 07I436 FL; N222 II;-F TION -GOA BIAS i AUHJ°TA, GA 30906 PAa OIQOOq K51+ 21148 10410 MAIN 511ZEET "ar * ( .° +a*• PHONE, I-410-552-1171 Ns 112161 6AO 034311 THON0T05A%A, FL 33`.Ya2 E Gta 85 FA b13€98225 `r / ONA1- COVER SHEET C' 1 Lt) 90: oCD w Q Q 5HEET ml MWr-RS 140 7nNF TABLE ! ADJUSTMN' 120 MPH Exp, li I€ TABLE AI;JUSTMENT LDtI GDMBINATfDNi 1NDRK[NGZONEIPRE55URElEAGTDR2fEAGTDR5PRE55URE (P5E) 0.4 1.0 d.6 Ib. I E 2" 4 i Lo 16.5 1= IG,€ Lo o 11.5 THOMAS A. DIXON, R.E. Y+-, , . A--Et)' F . . AL430631 TX# 104553 SG« 21542 `lA# 045-';{3 DIXON EN6INEERN6, ING. 5T Y TRAL EWIEER[Wo Atli W# Ol(436 FLU 34222 PA# 011009 Y5# 211QB 7iO lN5FEGN - LQA$(95 1041Q MAIN 5TREET d `ode``. y* b TNa i1216i GAM 034311 THONOT05A%A, FL 335g2 of q f i lL h#1O 4C1iti5 Q35985 FAX: 813 4@282306 BEFtiiETT BU!LDINEs SYSTEMS REV 5Y DATE DATE 06d30 MASTER AWHORIN6 PLANS ORN By; GNO i6( 20DIXON AIRLINE ROAD rHr E)Y 1 TAD AL6(6TA, 6A WgOb PHONE: 1-41b-552-1111 SGALE. A5 NO' NO. NO 530-0 i^ i[ND LOAD CHARTS EXR B mm. SHEET 1 € 2 of 15 _j TABLEZONE PRE55UF A' 41.4 B 12.a 254 ZONE TABU i ADJUSTMENT LOAD G4MBINATiON 1 C RKIN& FRE5 URE' FACTOR*'F/ GTC>R5 PRE55URE (P F) A 30:4 4 1.21 0.6 22.2 B 88 1.21 ob 64 E 21.4 1.21` 0.6 20.0 F 1.1 1.210.6 THllh"A5 A. DIXON, P.E. ,,W7 ALO 30631 TX0 104353 DIxoN EN61NEERW6, €NG. ,'o P, 5Ga 21%2 YA# 045543 5TFWTWAL EN6 WHRIN6 AND + IDA . R F • W# 071436 FLY 34222 IN5PEGTM - GOA Bl45 'z^`. + j yam" PAO 074004 K5# 2€IQB 10410 MAIN 5TREET •* a y4 itiY 12161 6A0 034371 THONOT05A55A, FL 33542 ' y~ tiG8FOO 4CX0F"2503545 AXblW 2BENNETTBUILVINC7 SYSTEMS r v BY DATE PATE: ©bC e7/I5 SHEET DRN 561 MA5TER ANCOR€ HN6 PL.AN5 1660 DIXON AIRLINE ROAD GHK 5Y TAD AU6USTA, 6A30406PHONE: 1- 476-552-1117 SALE: 415 N T'rl is W.D. N0. , 530-023 er oAD CHAFtrs EXP, uG° y of 15: STAUCTURAL DEMN- ' R d 4 l 114 1= 130 C 1?ti 129.. b i ISO F E, 130 i I: v2 • sikiwRa a•RRW 3 ota {iaR sIM ia• fn •i1wR qr flae{t S=/ 7 t 34 fR Eitlq aiu'•a {rmmf tar Pietas C xi , 1t( I tIn.=r iatert•s•ts«, b•6vn 1-1— aai tom. I t4 t.n•Ytc•4. L i.. Ss;ands •a0'.c sRa2 •reowTi46• tM j Fnk tMr aP4YY REr Fat as sFwa : ,".. »..• k a s d 4, wawr a aAn a wn 3 a' iuYl a •FaaEnaa t reaa.x .sna .m-w cv LFan5.. Kind ft•aA; MtM ta.>d7roKYmRi3y Ift p *d MF y 40 cxuwaraa Oft SMYwrn 16A mask Rltf••d nn nroRW4lity s Qftf3, s 17 170 F€QURE i664C UlTiF,iATE O£SECta WIND 3YEED8. 4GOR Rt$%. C0.TEl"ARY:t BEiELOEROSAND .OTHER BTRUCFURES ' t8 Tf3 - FLORI0ASUILOINQCODE —E'xE aINGn, 51% EUMON E2014j j No 342 tom • '. THOMA5_ A PIXON, P.E. AL# 30631LL TX# 04353 „ DIXON ENGtNEERM, ING. I GG# 27542 VA# 045513 5MIGTLRAL EN6INEERIW2 Arse _, t TA OF WO 011936 FL# 34222 IN3PEGTION - WA 8115 PA# 014GYA' i K5# 21198 10410 MAN.5TREET Q R TN# 112V6A# 03431I T14MT05A95A, FL 33-57`12r+ c1 _ •;. ^l ti o a& s MD# 40905, VOICE; eI8 a8zi Es TRANSVER5E .. / IM 1 € LOWTUVINAL , NIND . LOAD MAIN WIND FORGE PRESSURE DIAGRAMa BENNr:7r BUILVIN& SYSTEMS ' 6Y --DATE DATE! 06/30/15SHEET MASTER ANGHORIN6 PLANS DRN BY CNO 1660 DIXON AIRLINE ROAD ' GHK 6Y 7AD AU6C TA, GA 304106 _...._ ._ .._. _. PHONE: I- 476-552-1111 —_, 51-ALE A5 NOTED CM WO NO. 530-023 VNIM MAP 4 LOADING 6ROUNZ, ANCHOR 5-CHEPULE MOIL EL # PART # DE5rRlPTi0N rLA55 M12H518 48" x 5/5" ROD WITH (1) 6" HELIX 4A M12H5/4 5qO85 46" x 3/4" ROD WITH 6" HELIX 4A 5llOq4 M1423/4 5ql28 4.2" x 3/4" ROD WITH (2) 4' HELIX 4A 1-114b514 i 514068 46" x 5/4" ROD INITH (2) 4" HELIX 4A M 1 /2 H64 5q250 36" x 3/4" ROD KITH (1) 4' HELIX, AND (1) 6" HELIX 4A Nh5i 5qO65 EYE ANGHOR - 46" x 5/b" 1,1TH (1) 6" HELIX 4-A N/A 5q045 EYE ANGHOIR - 4b" x 5/4" NITH (1) 6" HELIX 4A M60i 5qOqq 60" x 5/4" NI (1) T' HELIX 4E3 N/A 5,1040 EYE ANCHOR - 60" x 3/4" NTH (1) W HELIX 4E3 L ALL APPROVED ANGHOR5 I-115TED ABOVE ARE MANUFAGTORED BY TIE DOhNEN&INEERIN& 2. THE GOWRAGTOR MAY U5_ AN APPROVED EQUIVALENT WITH APPROVAL. FORM THE EOR, THOMAS A. DIXON, P.E. ZT-3,0631 TX# '04353 560 21542 VA# 0455" WO OIA36 FL# 34222 PA* 0111DOq K5d 2119b TNO 112161 &A# 034311 PIXON E%1NEERR65, INC, 5WRRAL EN6!hURW7 AND WTION - (OA 8145 0410 KAN STREET ilioNOT05A% A, FL 33542 F54 0034 MV# 40" VOICZ: 813-482-4885 035le5 FAX: 813-q82-2306 22#. 222 - En, a- MNNETTSTEMS WLDIN& SY MASTER ANCHORING PLANS Rev S TA TjE C Kl "". * Ott: ' 1660 DiXON AIRLINE ROAD AV- 5USTA6A 30406 PHONE: 1-41b-552-1111 N A GROUND ANCHOR 50H DA— M IA 5H O'EET I_ N B IN,) c NK BY TAP A- df+ N.O. NO; 530-023 5 or 15 OR ANCHOR5 Fl-A TO SKID ITH ST ANCHORING SCHEDULE FOR UP TO 110 MPH. WIND SPEEC.)" EXPOSURE 11511 MAX NUMBER OF ANCHOR5 FOR EACH 51DE WALLBLD5 12' -0. 14' 0" lv_o o!'.o 22'.o 26u o 2Voo VWTH5F4C1N62 2 1 2 2 2 3 1 N.A. N,A N.A. KA. N.A. N.A. N.A. N,A. T- 111 151-11 2 2 2 2 2 3 3 3 KA. F EA. N.A. N.A. NA, IY- All 2 2 2 2 3 3 3 3 4 A. N.A. N.A iI 61 2 7 2 1' 2 3 6— 3 3 3 3 3 4 ANCHORING SCHEDULE FOR III TO 120 MPH WIND SPEND, EXPOSURE 11511 BLD6 MAX NUMBER OF ANCHORS FOR EACH 51DE NALL d" Ifs ; 200 '-' 22'-O' 24--,0` 26 0" 25'-0' 30-0 1 32'-,0" KPTH 5PA61N(5I5_ifl IZ-14' 2 2 2 2 3 3 N.A F KA, N.A N.A. KA. N.A, N.A. N,A T W, 2 2 2 2 3 3 5 5 3 N,A. Kk N.A. N.A. N.A. q1_11" 10, 1 2 2 2 3 3 3 3 3 4 4 4 4 1 N.A. N.A. 6- 12'-!- 2 2 2 2 3 3 . 3 3 3 5 4 4 4 4, THOMA5 A. DIXON, P. E. ALp 3Ck3l TX#104355 oixoN EN6iwo21w., iw.., 5c4 21-IA2 VA# 0455q3 STIZZRFALEWMffRM AND 011q36 FL11 34222 MeFrTION - COA M5 PAO OlqO04 K50 21lq8 10410 MN STREET TKI 027bl 6A* 034311 THONOT05A55A, FL 33542 WA MOM MV# 40q0_% VOIM 813-462-4885 ZEE 035q85 FAX: 813- q82-2306 B NErT BUILDING S' T5TEMS REV 5'f DATE EN DATE: 06[30/15 SHEET PLANS CNO ORN BY MA5TER ANCHORING : AIRUNE ROADDIXONTAD ) T T'E 0'r16C,0 ADCCHK TA' 6A 304106 51-ALE! A5 NOTED NE, 1-4 PHC 15-552-1111 4A-5 A.O. NOt 1530-07i00NABUCKLEANCHORING CHART$ Exp, 'El' 9 of 15 1 Jf li/ iiANCHORINGSCHULO111TO120MPHWINDSPEED, EXPOSURE BLpG MAX NUMBER OF ANGHOR5 FOR EACH 51DE WALL a-y rb`-U° ICE 0,k 20'-0l' 22' 2402 -a' f ,eF O; 30, 0r,_ NIDTH 5PAGINC7c,. - y 2 2_ 3 3 3 N.A. t N.A.NA N.A.NA, NA I N.A.NA, r IE 2 2 2 2 3 i 3 3 3 3 i 3 3 3 C € NA NA NA NA. 4 444 4 4 5 5 N.A. NA, NA. i 2 o--- -- -_ .._... 4 4 4 4 5 5 ANCHORING e fZ. V BY DATE DATE:, oe, /!5 THOMA5' A, VIXON, P.E. . BENNETT WILDIN& SYSTEMS SHEET ALA 30631 TX# 104353 DIXON ENGINEERING, INC— • MASTER ANGNGRIW PLANS DRN BY ONO 5G 21592 VAt 045ASWUAL 5TfQAL B iFRiElGAND fAT N .. €hh0 DlXOh AIRLINE ROAD Gt{K 5Y TAD Fi! # 0 tl93& pL% 34222 I iION Gf3f 8f95 u+ " a' AWG JSTA. GA 3OgO6 _ PAa O19009 KS# 21E9 10410 MAIN STREET > +' SCALE AS Nt?TED r1 e,`C PyrPHONE; E 4l8 552-Tfi tj i Q .. \ KONO530-023 TWO 1I2161 CaAtl 0343ZITNONOT05A55A, PL 33592 ...,.......... `•.a..vw.. w W 01034 40405 FAXO : 513-2 23 # j t 1'* 5A,<LE ANGHORIN& GHART5 EXP. V'IL OF 15 k TIE DOWN ENGINEERING—f DOUBLE SLOT BUCKLE I #561140 OR EQUAL. REFER { I I I TO "ANUFAGTJRER`5 I--()UIK-SET STABILIZER INSTA5PEG- IFIGATION5 FOR PLATE # 5c12qI BY TIE ! DOM EN6INEERIN6 OR EGtUAL, AT ALL ANCHOR LOGATIONS ' EAGH SIDE OF SHED. IF: REQUIRED TIE DONN ENGINEERING #5112dI STABILIZER PLATE 7 R__ HOOD 51 REFER TO 5E V. j7' { ' SHEETS A-5 ANCHOR Jf f ........ fREFR FOERR, 20. 035" MIN. x 1-1/4" x 1'- 0" 6ALVANIZED STEEL 5T-RAPPIN6 FED. SPEG. f C QQ-51DI-H r_— BUI_DING-SKID REFER TO BUILDING PLANS oe FOR SIZE, LENGTH, AND LOCATION TIE DOWN EWNEEiRIN6 #5914I: DOUBLE SLOT "STRAP B&JCKLEA- i I SCALE: N.T.S. WOOD STUD WALL ..-- r .. SHEEET A 5 AND A TO FOR ANCHOR 5PAGIN6 REFER TO DETAIL FOR FA5TENIN6 s I I I e'::: i €'.:, I# i' 1: # • i. 1 I f I.: ( t# I# -`; 3 _ t I F x 16 x 4' GR I I[ E i{ IFlirS218' f x 16 x 4 50L1'D GAP_ fI REFER TO SHEET A-4 FOR I`!" BLOCKS REFER TD l ANGHOR5, INSTALL A5 SHOWN, SGHEDiULE SHEET A-14 I: !, t REFER TO SHEET A-4 FOR ANGHOR5, INSTALL A5 SHOWN' I ALL WIDTHS ON GRADE 4 tt rrtrtr r ALL KOTHS ON GONG. PAD VERTICAL ANCHOR W1 STRAP x! VERTICAL ANCHOR Af STRAP BUCKLE SE COT I ON SECTIONEAlA- T 1 SOALE: N;T;S. .A- 7 5CALE. N:T:S. t x THOMAS A PIXON P E :. BENNETT %- LDIN6 SYSTEMS tzev BY DATE DATE: o6t3Q/15 SHEET ALY 30637 TXY!04353 DIXON EW6lNEERING,ING. MASTER ANGHORI% PLANS DRN 6Y GNO 564 21512 YAY 045543 5WIlWA.. EAC7IRTR€N6 AHD i v` T,`T E OF W. I66O DIXON AIRLINE ROAD GHK E3Y TAD Y OIN36 FLI 34222 iWPEGTI0H — GOA 81<$5 °'e> ". f ` AiKat157A, 6A 30 tO6 _. r" SGALE A5 NOTED PAY 479Q09 K54 2If98 10410-MAW STREET s+ "} Q rf' 4 PHONES 14i8 552-7i T —_ __ TO II216I 60 034311 THONOTOSA%A, R. 33592 +- I 1 r" ! h4 NOv 330 023 MSK iV34 MRY 4OgO5 VO*E: 813-482-96b5 et; dMA BUCKLE ANCHORING DETAILS wle035i85FAX:613AE2-2306 Ilea._ _.elt t e5 OF 15 I 50HEIXI-175 FOR ANCHORS PLACED VERTICAL INTO GR,OUNI;) ANC FASTENED TO RIM JC>IST KTH AVTRM-6 OR EOUIV.., TIE DOVNN (SHEET A-10) THOMAS A. DIXON, P.E. ••/ - BENNETT BUILDING SYSTEMS V BY JQATEDRT I Oh13Ot15 EET5HMASTERANC440RIN6PLANSGN0AL43001TXt €04353 DIXON EN&INEERING, INC. s , SOO 215a2 VAS 0455g3 STMTMA. EWiNMZJW7 r i «• ; TAT o; -: ' In60 i)IXCiN RIRLINE ROAD CBY OTIa36 FL$ 34222 INSF5rTI0N - 60A 81a5 + fAiK I,'STA, &A 30ci06 _.._.... .. _.,.. SCALE I A5 NOTED PAR 0T9004 KS# 21145 104€0 MAIN STREET s 'e"+ w{ PHONE, I-4T& 552-T! [l _w-. TT49 Ii2Tbi 6Att 0343T1 : TF10FdOTG5A55A F! 335 12 1 , • ,+ NLG. NO 530-023 m. M5a 1a034 MD* 4005 V0ICE: 813-4182-4885 < f t Qj{ . 6 AVTRM-6 ANCHORING CHARTS EXP. "5- tdG6 03 95 FAX 813 a82-2306 t q Of, 15 3/8" BOLT ATTACHING'—'. PLATES TOGETHER I All ADVANCED — r.m---------- ..——, GONNEGTOR 5YSTEMS AVTP1212--2 PLATE OR EQUIVALENT WITH 20 GA. STRAP ° ° ADVANCED CONNECTOR 5"(5TEM5 AVTRM—b OR EQUIVALENT DETAIL I 5AL1r. N.TrADVANCEDCONNECTOR5Y5TEM5 _. y AVTR1-1-6 OR EQUIVALENT WOOD 5TUD WALL ii t A-iO50ALE. N,T.S, ..__sue REFER O SCHEDULES ON j 5HEET5 A-8 4 A 1q FOR { REFER TO ANCHOR 5PAGiNC7 ir DETAILS iU1K-SET 5TABiL1ZER VA-10 AND f , A-10, PLATE5Q2qI B7 TIE 2/A-10 FOR w,= DOWN ENGINEERIN& FASTENING ! PE1OREQUAL. AT ALL € £ aI( €1 is J ANCHOR LOGATIONS, EACH 51DE OF SEED. ` f"k' ,11=I[( I' ! REFER TO 514EET II! iII` [ f IF REGUIRED ISM I II- j d A-4 FOR AKG4 ORS, 1h[5TALL AS SHOWN TIE DOM EN67INEERIN6 #512,11 5TABILIZER PLATE - OPTIONAL ( ALL ViIVTH5 ON &RAPE y t t t VERTICAL ANCHOR N/ AVTRM-6 OR EGUIV, A-10 50ALE: N.T:SSECTION A-(O SCALE: N.T.S. z N2 Z THOMAS A. P(,XON, RE, * BENNE7T BUILDING SYSTEMS -V: BY DAZE DATES Ob130/I5 SHEET w .• ^Q w MASTER ANCHORING PANS DRN BY GNO ALt 30631 TXt 104353 DIXON EN6INEERIN6, IW,. a' ,.` m O "(/ i. I660 DIXON AIRLINE ROAD i GH' BY TAD_ SE t 275 2 VAt 04A3 STRIIGTURpl EtYiIPER3N6 AhfD w M w AIK yTA, 6A 30406 m gt" E! ®a SCALE AS NOTED [ kiVt 071936 FLt 34222 WPEGTI0K WA 8IQ5 0's' {4 `• . ' PHONE: i-478-552-1[71 t PAR O7aO4a K5t 21148 10410 RAW STREET s ' __ _ ._. TNt 112761 60 034311 TroNoT05ASSA, FL335g2 { rWO hVt40405 V01GE: 513-462-4685 AVTFZM-& ANGtfUUt2lNG DETAILS - 035465 FAX 813-aez-a3o6 '' N AE- < < i I I OF_ 15 fHC3NtAS A. IifXON, P.E. " • BENtiEf"ir--8U( €71NC7 5Y5?EMS REV BY DATE DATE: 06 f15 SHEET w..._,,.: a . N MASTER ANGNQRItJ6 PLANS DRN BY GNOALA30631TX!104353 DIXON EN6INEERIWv INC. + e r n Sva 275012 YAn O4S513 STRUGT RAl ENGItWKS Ate i S T E Q :1 1660 DIXON AIRLINE ROAD GHEC ErY TAD ylyp OTIg36 FLX EGTC34222 (I 'ON WABIg5 FNONE: I-41f a52 f1'7l SCALE: r '. . AU605TA, 6A 30g06 PAS O1g001 K5 21Eg8 €fJ41E3 MAIN STREET t aYr4` °° r`' AS NC3TED —1 1a TNs 112 N GAa034311 TIWTOM55A. FL 33512 p' * _ VYO. NO. 530-023 AYi RX ANGHQPZ(N6 GHAf2T5 EXP. "B" x ¢ oa5a 4ogas F e€az 3 r 12 of 15 24) - 0.148"x2J25" o°00000 NAILS INTO RIM 0000Q000 c t l 3/5" BOLT ATTAGHING( FPLATE5TOGETHER ADVANCE[) I CONNECTOR SYSTEMS AVTPI212-2 PLATE OR 11 I EQUIVALENT KTH 20 I0 GA. 5TRAP ADVANCER CONNECTOR SY5TEM5 AVTRX OR EQUIVALENT I .DISTA I A SCAL%_ N:T.a, i QIIIK-5ET STABILIZER PLATE #5q2cil Br TIE DOWNENCINEERI NC OR EQUAL. AT ALL ANCHOR. LOCATIONS EACH SIDE OF SHED. IF REGtUI RED TIE DOViN ENGINEERINC7 #512ql STABILIZER` PLATE 3 `_ OPTIONAL_I: 1 13.... SCALE: N.T.5, THOMAS A. DIXON, P.E. r AL# 30631 TX I IF0 5G# 21592 VA# 045543 NV# 011936 FL# 34222 PA# 07QOO4 K5# 21198 TN# 112161 GAM 03437I MS# A034 MD# 40405 W a3mb DIXON ENC INEERlNC3, lNG. 5TR nAZAi E HOI I% At PIF PEGTIGW - WA 6115 10410 MAIN STREET TNONOTO5A% A; FL 335,12VOICE: 6I3-992AW FAk b13-qa2-2 fe /( r REFER T j DETAIL5 I/ A-13 AND 4 2/ A-13 FOR ,! FASTENING 24) 0.145'A. NAILS GONNEG' AVTRX TO RIM J015T ADVANCED CONNECTOR 5Y5TEM5 AViRX OR![j EEGUIVALENT WOOD STUD KINL l- — REFER TO SCHEDULES ON — SHEETS A-11 AND-I2 FOR ANCHOR 5PAGIN6 F< EFF-,'R.TO SHEET A- 4 FOR ANCHORS, INSTALL AS 5HOY4N I I E 1 ALL AIDTH5 ON GRADE VERTICAL ANCHORING RIM TIE DAWN ECTION 6A.,,,,. N.T.5, 6ENNETT SUILDIN& SYSTEMS !t y 8Y' DATE DATE: Cb! MA5TER ANGHORINS PLAN5 # RRN 5Y GNC 1660 DIXON AIRLINE ROAD E „ vm GHK 6Y TAG Ak5USTA, 6A 3040b SCALE. A5 PHONE:1-415-552-1111 W.O. NO: 530 AViRX ANCHORING DETAILS l INI51J 5RADE a: I l; L. M. 5 SHEET Eii SKID 16xi6 NOMINAL PA05 E /-4xb SKID i i Ii ( 2) 16x8 NOMINAL PAD5 DETAIL A-14 SCALE: I/2" = I`-O" 1611 x 16" X 4" PAD SCHSOULs rick ALL WIND SPEEM, EXPOSURES, , AND 40 PSP FLOOR LOAD @LDG NUMBER OF PADS REQUIRED BY @UILVING LENGTH UNDER EACH SKID WIDTH ` 6 -U V -0 V-€7 4 012 -0 j 1,77 22 © 24 a'"i" 2b o 26 -0 j 30a 321-0' 2 2 2.....1....?_._, 3 2 3 NA N.A.NA N.A. N.A.N.A.NA N NA 1 I! 2 2 2 3 T 3 3 3 3 3 N.A. NA NA i% N.A.NA 4`- te"` I 2 2 3 3_ 3 3 3 4 4 4 4 5 N.A. N.A. II 5". _..I 2 3. 3 3 4.......4 4 4 5 5 5 5 6 51M ;—..._..__ SHEARNALL- ANCHOR TO BE PLACED HERE ANCHOR TO BE PLACED HERE 46" x 16" x 4" GONG, PAD OR 2) 8" x 16" x 4" GONG. PADS I T'( P.) I BLOC< INS PLAN eA51 -4tSG LE If8" - f?" - EXAMPLE DRANIN6 15 20'-0" IN LENGTH i NOTES: I. GONGRETE PADS ARE OPTIONAL, 2. DIMENSIONS SHOVHN ARE NOMINAL. 5, AN( HOR5 ARE REQUIRED MIN. (4) PER BUILDIN6, (1) AT EACH CORNER OF THE 5HEARNALLS ( 5W#). ATTACH ANCHORS TO BUILDING USING ANGHORIN6 5Y51-EM 5HOWN ON SHEET A-15 i 4. REFER TO SCHEDULES ON SHEET A-5, A-6, A-8, A-9, A -II 4 A-12 FOR ANCHOR 5PAGIN6 AND SCHEDULES ON THIS SHEET FOR OPTIONAL PAD LOCATION. 5PAGE OPTIONAL PADS EQUALLY, THOMAS A. DIXON P.E. ALi 30631 TXiI04353 VIXON ENGINEERING, INC. tT E 5Gi215412VAi0455e5T121lW.*L EN61RERIN5 NO p R WO 071436 FLi 34222 1NSPEGTIOk - CAA 9145' PAi 01Q029 KS# 21148 10410 MAIN 5TREET TNi II2161 6Ai 034311 THONOT05A%A, FL 335g2 H 0034 3rdF}« Wit404( Y FAX 13-0282306 5 `fib} . N.AL t f BENNETTBUILDING SYSTEMS BY DAZE DATE: O6/30AS SHEET MA ER PLAN5 1660 DIXON AIRLINE ROAD AllG415TA, 6A 30,106 PHONE: 1- 418-552-7I17 w I DR -NB Y: GNOGHK BY: TAD SCALE: W. U. NO, A5 NOTED. 530-023 OPTIONAL PAD DETAILS