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HomeMy WebLinkAbout17-18719 CITY OF ZEPHYRHILLS 5335-8TH STREET ' ` (813)780-0020 � 18719 BUILDING PERMIT PERMIT INFORIVIATION LOCATION INFORMATION Permit Number: 18719 Address: 5935 13TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Biock: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-02100-0030 Improv. Cost: 1,700.00 OWNER INFORMATION Date Issued: 8/03/2017 Name: JONES KENNETH Total Fees: 67.50 Address: PO BOX 1013 Amount Paid: 67.50 ZEPHYRHILLS, FL. 33539-1013 Date Paid: 8/03/2017 Phone: (813)788-7155 Work Desc: SHED 8 X 8- (Tenant authorized per owner) CONTRACTOR S APPLICATION FEES HOMEOWNER BUILDING FEE 67.50 � G � Ins ections Re uired FRAME SHEATHING FINAL � REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTlCE: In addition to the requirements of this permit, there maybe additional restrictions applicable 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � CONTRACTOR S G A URE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I Q^� o �1U :}�j^[�� �f;�:Ditt�tifl-,� � "V =•�:--a"�i�+e:�'17: n l�'�.` _' , . �'� ����� �t� . r" :_ . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �(f,��� (,�� _G a Date Received: �/��/� Site: i��7��jJ /�aJti i Permit Type: �`� �/�C;��� Approved w/no comments:❑ Approved w/the below comments: � Denied w/the below comments: ❑ /Z � 6Y� �` ��Z v� � � ���5/� /�,�e � �// �'�����/� ��� n�P �dl G!/L6 r�,� - ,I�'�� ��r.� This comment sheet shall be kept with the permit and/or plans. ��2�) (� G e Date Contractor and/or Homeowner ��`,�,� � � (Required when comments�are present) stsaso;oo20-�.�,�;. ._ u:M..,._.U.��,+. , �,'�4:` City of Zephyrhiils PeFmitApplicatian: _ �.�n,,`'.F.+._~�. `�Y.J: �aX-813-780-0021 �� � - ����� �����- -,.,7 r�; :� . . � ',/^`�.�'` �.�..;�;`a . Building Department_� , , "' ,.; • `. . ;. :�,� ,�� �k �`��-�-.��==+r ' .� ,�' " . �.�- '. . "' �Ivlt' r,� i: Date Reaelved � � �9�' ' • - • • • • �j� — •�"pry ,y� `~� ��.r ia:_/ _ mx, f1F��\ f ��;`1 Phone�CantacE�for�Rerrtilttin' ��=�' .. . � - , / � . Owner's Name � �e Owner Phone Number '" r a .. Ownar's Addres'a ' � � ��. Owner�Phane Flumber '; :� � -� Fee Simple 7ltleholder.Name � � � Owner Phone Number C ;�;� � . �t� � Fee Simple Tltleliolder.Address - �e� JOBADDRESS }� ���...7 -I� �- ' LOT# � suBo�v�sioN � � � P�c���r� �2-��2-�-Q�Lt,���2-�11Q•--lS6�L3 _ {OBTAINED F;ROk1,PROPER7YTAX NO'TtCE) WORK PRQPOSED ' �„NEW CONSTR ADDIAI.T C�� SIGN Q �[� DEMOLtSH e, INSTALL 8 :-REPAIR' �r PROPOSEDt.USE , [,] SFR C] COMM � �OTHER ' ' ' � � ' � ' ' TYPE OF CONSTRUCTION - Q' ' 'BLOCK " C] FRAME � STE�L C] DESCRIP'f10N OF WORK 3JG'•�� ` 1` BUlI.QtNG8lIE � �`.SQ�FOt1TAGE�: -- HEtGHT��,� QBUILGlNG , $ ] �"'� VA1.ttAT10N�"OF'TO'i'AL,CONS'i'RtJCtI0A1 A ~, , � . _ . e C]ELECTRIGAL ' � ' ' AMP SERVICE Q PROGRESS ENERGY Q. W:R.E.C. ,�- QPLUMBING- $ 4 _.. . /�ll r ! �/r,���i7�Y�"1 , .�'� � ��-� Y� ����� OMECHANIGAL r $ � ' ' VALUATION OF,MECHANICAL WSTALLA710N � �� ��„ � �JGAS C] ROOFING ;Q SPECIALTY [,;�� OTHER� ,�� . �lC��f'�/yL� FINISHHD FLOOR ELEVATIONS FLOOD ZONE AREA YES NO ��G� 0 . - f BUILDBlt /'� L cai�PA�ir; _ � ���1� � SIGNATURE V REGISTEREp Y/ N FE CURREA ' Y/N" Address �. _ ,� License#'( �i�� ELEGTRIClAN:- , .'�CdMPANY � - ` • ' SIGNATURE � REGISTEREp Y/ N FEE CURRE�'+ '` "''Y!N ' Addr�ss � - � . . . License#:1 . �� , —� PLUMBER ' . � GOMPANY , ' � � SIGNATURE` " ' REGISTERED 'Y„/;-N�� ;; :FEECURR@A Y•/N •� :_ ' Addte88 LiCenSB.# C, ' , , 1 MECMANICAL" � � C.OMPpNY; � ' SiGNATURE � � ' ���sT�Rea . Y:/ N . _ FeE cuw�En- Y./�.�N ., - Address . - ." . • _^� . � � � _ - Y License#�I i �� , � �.,�. , OTHEPt ' ' . , ":COMPANY _ � $IGNATURE � " � ' �` REGISTERED` ' Y/ N;_ FEE CURRE� Y/N . �� ,. Address .t _ . . . t "License#�� - . , � x . RESIDENTIAL�,:�'_Attacti�`(2)..PlotiPlans;.,(2)sets:of�Building Plaris;(1)�'set ofiEnergy���orms;R=0=1N�'Perinit for new construction, ' `' , � „ Minimum�tenX(1.Q)aworictng;days,�after,:submittat`date:=,Requi�ed onsife;;ConstrticHon�Pians;�5tormwater'Plans�w/Spt`Fence In§talled, •�:.� r San4tary FacViitles:8�;�1,�dumpste_r,-=v8ite�WorkFPerm�t#orsubifivisionsllarge�projecfs,,.�.;;.,. . .. +,;;,. � COMMERCIAL Attach(3)�compteCe-sets'of 8uililing Plans plus a Ufc�'Safe{y Page;(9}sat of Energy Forms.R Q-W Permit#or nevV constni�tloo. Mtnimum ten(10)working days�after submittal date. Required onsfke,ConsUucdon Plans,5tormwater Plans w/Silt Fence installed, Sanitary Facili8es 81 dumpster.Site Work Permit far atl new:projects.Alt c:ommerciat requlrements.must mee#complience ` SIGN PERMI7 Attacti{2)'sets of�Engine�ied;Plans:; - � . _ � ' '""PROPERTY SUR1/EY required for all NEVl/c�nstructlon. , • • Dlrecllons: _ - _ '` '; FIII out applicatlon completel�. Owner&Cantractor stgn back of appiicatlon,natarized If over�.Z50Q a Notice of Commencernent is requlred. {AtC apgrades aver 57540y .. -..;;;.����.� ; Agent{far dte'conVactor}or'Povirer of Attbmey'{Sor tiie owner}woutd be someone wrtth��atarized ietter fram owner authorizing same DVER THE CQUN.T.ER.PERMFT'PlNG -{Front cf-Applica�on Oniy} - ' � � Reroats if shingles 8ewers Service Upgrades AJC Fences{PlotlSurvey/Footage� ' DNvewaya-Not over Caunter if an.publ#c raadways..needs ROW �; ESTRtCT10NS: The undetslgned,under�tands�;,th�t;:thls„p�rmlt,may.be�sub�ect to."cteed"res#rlctions" _ . NOTtCE OF DEED R , , , . which may�be>more-restir:Ictive.than County��r9agulafrons:�`'The`underslgried'as"surries-respon��'bfltty for"campllance witFi�any appllcab}e deed test�tc#ions. . _.. � : . • - UNLICENSED- CONTRACTORS .AND Ct3N3`RACTOR RESPONSIBtL:ITtES: -If=the owner-has�-hired a�cantracto� ar contractors to undertake work, they may.be>r,e�qu1red�:to,:be�llcensed In aacordance.wlth state•and�local regulatlons. �If�the� � contractor is no# ttcensed as�requlred:6y taw, both the awner an�:=cont�actoT4.iinay bewclted.for=a�misdemeanor vlola�on under state law. If the owner or Inten`ded;contrwactor>�;ar,e;uncertaln as ta wha# Ilcensing.requlrements;may�apply:yf6r.�the In#ended wark,they are advlsed to corftact the=Pasca County Buililing;{nspec#tan„Dlvtslon--I:Icensing�Sectlon at 727-947- 8009. Furthermore, tf the owner iias�tilred�a conUacto� or coritractors, he ls ailvtsed to have the c�ntractar(sj,.sign , portlons of the "contractor.Black° of thle eppllcatlon.fac_whlch.they, wlll be.responslble.. If.you�-as:.the awne�"sign�as'the" conteactor, #ha#�tnay be an iridicatlon that�he is not.prope�y iicenssd�and=�ls not enti�sd ta permltting pcivite�es ln Pasca ' County. � ' TRANSPARTA7IQN_lMPACTtUT11:ITlES=lMPAC'��Al�b RESOU�tCE RECOVERY�EES;�T�e underslgned understands ' '� thatTransporiatfan Im"pact Fees�and.Reco.urse Recove.ry.�ees may.�:�ppiy.t�:ti��.i�nst�uction„�ft�awr-b�lld�ng�,�chan�e='of' . � use 1n existi�g bulldings,�or::expanst��>of�exl�ti�;g.�bulldings� a§ specffled.In Pascv Caunty Ordlnance number 89-07 and , 9o-O7. as amended,;,..'�he undecslgned atso:understands; tFialt:'such fees;-:as>m�y�l�e:<due;,w111.�6e tdenti�ed at theTtirrie"of�� � permltting, It Is fu`rther understood that Tre�sportatlan Impact�Fees and`;Resource.;Recovsry��Fees.mus#be pald prlor to . rece�vtng-a."ce�icate:of acxupancy"ar flnal,pawer;release. 1��the.pro��c#=,�oes�Kiiot involve;a>certi(tcate of accupaticy.or�- • � final powec release,.,the;fees mu�t`be patd;prior to_,permit Issuance. Fu�thermore;�tf:.Pascox Counfy�lNaterlSewec;impact - ' fees are due,.they_must;be,pakl-p�lor#o permit-lss4ance;In.accordance wlk�=appllcablr�Pasco'.Gounty ordlnances. - �'` CONSTRUCTiClN'CIEN`lAW(Cliapfer 713�Fbr�da$tatutea�as amended); F#vatua�on of work Is$2,50Q.00tor mare� ! � certiry that I, the. appllcant;�have.been provlded:�wlkh: a�copy-of:�the "Florida•�Canstrucllon� l.len _L'aw .Hameowne�'s Protectton Guide" prepared by.the Fio�lda Depattmez�f of A�rlcuttc�re and Gonsumerw Affalrs. i##he appticant ts sameane � other.than the"avmer", I certlf�'r�that 1�h�ve..obtalined�abi;opy.of:the�aboye..descrlbied:xlbcu�ent�and,pr�mise��tn,good;falth.to deliver!t ta:the."owne��pi9or'to:commenc�imerit:,. • - . .�: . . , . CONTRACTOR'S/OWNER'S AF�IDAVIT: i.cei�tify;;th,at<alt.#he,information,i��fhi�,applicaNan is accurate.�nd#hat sli work � will'be done in compliance wlth all.appllc�ble laws ragulating constructlon, zoning and��land'°development. Appllcaklan Is ; hereby made to abtain.a perm�t�,to,_do:workv,�nd{<1r�stallation as Indt�eted:,..:<I, certi'�"r"t�ist iio work=:or 3nstallattoit lias� !� commenced prlor to Issuance of a permit"and�that`.all work wlll be pertormed to Meet-skandards�of all laws regulaking � cons#re�ction, County and C3ty codes, zoning regula#ir�nst and I�nd development r.egalattons�ln�°tlie-.Jur(sdtctlan.- ! afsa � certify that t undersfand that the regulafions of other�government agencies may�appty�.fo,the..intended work, and that it is my responsfbAtty to iden8fy�what.actions I must�take:ta be�lnYca�pllance..S.uch;agencles lnclude-but�are.not Ilmited ta: � - C3epa�tmenf af E�tvironmen'tat>�Protectton'=Gjrpfess.`Bayhead�; Vlteftend Areas and Envlronmental4y Sensitive Lands,WeteNWastewa#er Treatment. " � �_ ,_ ; - Sauthwest Flarlda Water Managemen� :Disttict 1tVells; GYPress. Bay�eads;-`Wetiand' Areas, At#ering Watercourses. � � - Army Corps of EngMeers-Seawalls,Docks,Navlgable Waterways. ! - DepaKrnent of Nealth�8.:Ret�abllitafive. Ser.vlaeslEnvfronmental. Hea1Na Unit We11.s; Wastewater�Treatment; - �,�r: . � Sep#Ia Tanlis:.. _ .. . _. - � � - US EnvlronmettE�t Pcotection Agency-Asbestos abatement, , � - Federal Avlatlon�AulhaHty.,:Runwsys:� ;� , , . j !understand that the_fotlowing:iesh�iEtlons apply'to tfie use o#flll:' � - Use of flN is nat aNawed in.Flood:Zane"V"untess expressty permitted, �_. ; - If the :fill materlal-=ls'to-'b:e used�:In-:Flood Zone. "A", It. Is understood�#hat' a `dreinage plan addresstng a � "compe�sa#ing vatume"will be submttted at�me af��permitting wF�lch is prepared by a professtanal engineer � Ilcensed by�#Iie.�taCe af�Florlda.-- '.� � - ��� :.. ..... ,. . _ . __ .._. , - . If th� flll rniaterlal=is ta�be:used tn Flood �one 'A" In+�cannec�#on•virlth:����ermitted`btafldlitg usingf stem wa!! i construction., i ce.rfify tha#fUl�iti�ii.b.e.i�sed only.to.�ill the,area.within the�stem•wall.. - � �. �... _ _ � - If flll �matetlaf-Is"to be used��'In any area;���l�certlfjr triat .us� of such-t111 wlll r�ot,adversely affect adjacent � � properties. If use,of iill is.fot�nd�to adversely:�ff.ect ad}�a�eiit'�propetties►.the owner�may be c�ted for vio�ating �` the�condl�ons_.of..the bullding���perrrilt._Is"sued=under tNe r.attached_�er.mlt �ppl(catlon,�.for:•�lotsrv:less>than.one (1) acre wlilcli are'elevated'6y:t�11,�ctzenglneer•ed dralnage:plan ls required. . . . If I am the.AGENT FOR.THE�OYIINER;_I,�}ir`omise In good fatth to Inform the owner of the-:permltting conditions-set forth tn j thts affidavtt`p�ior to�c6mme�acing c�instructlon. I understand that�a-separate,permlt may be tequtred for electrtcal�wo�k, _.�r �,. ..:,. � ptumbing,�signs, welts,.,Paots;. atr condit�an#ng,,.gas�..tar.other Installattons nak spec�tic�l[y in�luded-in.the appl[cation. .A , permft Issued shall be construe,d ta be°a'1lcense'to�proceed wlth`tFie wo`rk and��not��as:>.authodty::to.vlolate;�cancel, alter, or set aslde arijr provlslo�s of ttte.#echiitcal aade�;�nor shaEt tssuance�of a.permlt.pr.event the Bulldttig UiF�ctal fram thereafter � requiring a.correctlon af ercors�ln.plans; constri�ctlon.,,or violattons of-any codes. .Every�pertnit�Issued=stiall bec�ime invalld � unless the wrock autha�ized.by such permlt:�ls.commenced•wtthln�.umonths of�permlt lssuance� or If work authorfxed by � the permit.is suspended-or:aba�do�ed�far a;period;of:,�six;(�t)�montF�§.':aRer the ttme the�work�is commen�ced. An exterision 5 may be requested�_In wclting;µf�om tHe:;Bulld�ng,Offlcl'el for a perlod=not.to.exceed"niriety�(90)`days a�d=wlll`�demonstrate ;: lustl�abte'cause fioc�the exfensto�: If work ceas�s:for nlneiy.�90}cons.ecutive daXs�..the fob�ts consfderad aba�rdoned. � , ,., , M., ., . . . .,. ,. �:� WARNINC�`TQ t�iWNE�t; YOUl�S.FAILURE-Tt�..R�CC!ltQ,A;(�QTIGE�:QF��COMMBNGEME�tT,NtAY�RESULT_IN YQUR � ,�.. .... § •PAYING'T'WiCE;FOR�IMPROVEMEI�i�'SsT�:YEfUtt.PRt�PER�7Y::�I�°�:YO.U�i��E�1D�'°T13-i0HTA1N��FiNA(�1E1N�,'C.ON�ULT � WI � D �O A O N O :t C � ���. O ' � ��:oa�aA,�uw►�_t�.� z:as�.�. �- . , . � � .. , . � � . _ � ,. �. �,s. :,:- �. ,. ; OWNER OR AOENT..:� _ � d/�- ,� � CdNTRACTOR,��,, �� ' � q. Subsaibad and swo fo ar+�flfrmed}bafore me thta Sub� bg� and'swom (ot a�rrmedrbefciCa me ltii�., . 7/2//I� by_��ILI l..f�L�,_,__ _1��'ICI�b�...;.�.1�-�z,;/•;, .;1,c,�.QW�I-F -• Who Is/are personally knomr to.me ar haslheae produced p. are:p.ers nallyknown:to . ;or healhave:produced � -_ . j�/�/,�3�_2S ,!L.�'�.4'`—.�. ..aa Ideii$flcabon: ' ' .1� �..f C.��t� as Cdenti�ca@on. j �h � . ! _�=���,� - •��� otery Publlc ' ' . . _ NDtaty Publlc CommEssian.Eto`.` ��"�� 1,��'1�=, Comtlnfsslon•tdo,_ ("��-r(�tt_�"LI.� , , ����2,� �.J._A. r�n✓� �'��'-� � � ��3�.A- �IC�i�� ���( � . i Name of NafarY h+�"��Pdnted or�tamped Name of NoGary tyrped.Prtn#ed or stam�p i am,,asr o�. ��'�gs��ry'.g�fi,,�DEF3RA ELAI(V�RUFFELL ' ,�`�,`�;i"�":%ar�;;�EBRA ELAINE RUFFELL s. _;�,.Cammission#-6G 0453d3 ?.; -tzCammissian#GG 045343 , '';'� ,;s Expires November 7,2020 , :�+�.b�:ExpiresNovember 7,2020 '" '%�q;;;':�'�� Banded 7hruTroy Fain Insurer�ce 80D-385��019 . •.,„tq`'�� ���Troyfainlnsura�ce84a385�7019 ; .L_�.� � '•F` _ -1.- �--� .� � �o� � _ �� � c� a 3 / 3 '� ��- � �''�� � / , I � " i�. i on ��U�QY���vU�-�C��� �� �� C�ryC� ��� �QCt �� � c Cf r�- I ,��.e�-}-�^ /�-- �U�,�� � � �:;'•�•• Q�a���u�_ �s)3 �� � L)o�,.� �� �;�Commission#GG 045343 ��,�a,:Expires November 7,2020 - f,'p,:i;9�'-BondedifW firoyFeittlnsuranea800•385 701 - i I — S � 3 �b�32A- ���E R� Er� I I � � � �-�.-�.._�.s�•-�-�--�---�--�..�..__.,..,.,.� _ � ' Y' ' _ - � _.:_., , �?'� .�ii:-_ � . - . _ S ._._.�. .�.. �.., _f'r � _ - _ :m,.,,��r-.�.-�:.wY.:-..�a�`-,_.�. �_F�_c�� �...o r,.�.- CITY OF ZEPHYRHILLS BUILDiNG DEPARTMENT Owner: Job Location/Address: - Parcel I.D. #: SHOW ALL EXISTING&PROPOSED STRUCTURES GN1NG DIMENSIONS &SETBACKS UTILITY BUILDINGS MUST SHOW SIZE &FOUNDATION 1NFORMATION I �� I ������ 2 �v pl�' � ���� /3�` ��'n�"�' , ��� b�� �� �.. � � � �� .. ���a.. ���� � �'��V,� � ����� ,� . � .�� � ��������y � � ��nD�� � ��� �l, �� ff �t. ��� • ��������if�9EFt �t� �`-� � �����LpRr���u► �����r�° �aCILS �r��r e�r���rs��co��, oR�"� �z��a�, FRC3rTT PROPERT'� LI1xTE � ���� - - - STREET - - - - - - - - - - - (NOTE EXAMPLES 1&2).. Example 1. Setbacks for R1 &R2 Zoning Example 2. Setbacks for R3 Zoning � � � �a 60' - � — �a � io� P E R X � P S lp E�SfING lp 0 � T , 10' 140' S I t�� E N D G PROPOSID �p� 2(N•SINGLE FAMII.YJ 3�DUPLIX FRONT PROPERTY LINE FRONT PxOPER'fI LINE - -- SfREET -- - - - - - - - - - - -- STREET -- - - - - - - - - - �9ati��rai �esa�n a�d O�s�e�tio� � 501 North Jackson Ave: Suite 2 Byars�Building Russellville,AL 35653 July 25, 2015 Mr.Jim Richmond Florida Department of Busi_ness and Professional Regulation 'Manufactured Bu'ilding Program 1940 North Monroe Street Suite 9�OA Tallahassee, Florida.32399-0772 RE: Plan Approval: Resid"ential Lawn Storage'Shed � Manufacturer: Bennett Building Systems Plan Number/Name: 530-021 Gable Shed Dear Mr. Richmond, Pursuant to the requirements of the Florida Department of Business and Professional Regulations,the above refer.enced documents have been reviewed.for compliance with: 201'4 FBC, 5th Edition These plans comply with Florida Producf Appr.oval Rule 61G20-3.006 (FAC).Also included in this approval ancl attached to the plans are pre-engineered truss designs P910608, P911808, P918503,:and P918603;and, Kingpost,Job#79092. A signed and sealed set of plans are maintained on file in the Third Party Agency office of I National Design and Inspection. All mancfatory comments haye been satisfied and plans are approved for construction by a modular building man,ufac�urer that is currently approved by the Department of Business and �, Professional itegulations. If you have any questions or require rriy assistance in any way, please do not hesitate to contact me. Respectfully submitted John. Farinelli, CBO, MCP,S�1/iP49 - - - j Job � Truss huss T e - ' �9092 P91�8�g KINGPOST ��y P�y 1 B�nnett Buiiding:Systems 396 UnNercel Faresl Proddcfs Ine.,Grand�2epWs,MI 4052b,peggy Beckett � b R e �io � 7.610 e dan 28 2p75 MTek�ndusldes;Ina Fd Ju117 09:20:25 ZO75 Bege 7 011 Copyrighf�2095 l9niversal�orest Products,Inc.�All�ights f2Esenred a-„-a 4-11-8 3K4= 7.03 12 2 5 5'8 . T7 T1 1 " 3 �I � Seo Note 6 Id w� Sea Nole 6 4-11.8 411-8 I 9-1'I-0 LOIIDING(Psn SPACIPfG- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plale Grip DOL 1,25 TC 0.23 Vert(LL) 0.02 1-2 >998 2AD MT20 244/180 TCDL 7.0 LumherDOL 1.25 BC O.OD Vert(TL) •D.02 1-2 �999 180 BCLL 0.0' Rep SVess incr YES WB O.OD Horz('fL) 0.00 Na nla 6COL 0.0 CodeFBC2Di4/TPI2007 (Matrix) Weight:241b FT=0% WPdBER- - BRACIMG- TOP CHOR� 2x6 SP No.2 TOP CHORD SWctural woad shealhing direcUy applied or s-0-0 oc pudins. �p� REACTIONS. (Ib/size i=2fiD/0:3-8 min.0-1-8,3=26010��8 BOT CNORD Rlgld ceiling direct(y applled or 10-0-0 oc bracing. � � ) (min.0-1-8) Max Ho21=622(LC 1),3=622(LC 1) Max Uplifl7=23q(LC 5),3�-234(LC 6) FORCES. (Ib)-MaximumCompressioMtqaximumTension TOP CHORD 1-2=661/677,2-3=$61/977 NOTES- (B) t)Thls fruss has been checked for unifortn roof Iivo loail oniy,except as noted. 2)Wlnd:ASCE 7-10;VuIt=140mph(3-sec6nd'gust)Vasd=108mph;TCDL=4.2psf;BC�L=O.Opsf;h=30fl;Cat.ll;Exp'C;Encl.,GCp1=0.18;MWFRS(envelope)gable and zona and 4C Eztedor(2)znne;GC for inembers and forces&MWFRS(or reaclions shovm;Cumber�OL=7.60 plffie grip OOL=1.60 3)The bottom chord dead Ioad shown Is sufficlent only to cover ihe Wss welght itself and does nol atlov�for any additlonal load fo be added to the botlom chord. 4)•This tniss has been designed(or a Iive load ol 20.Opsf on the bottom chord In all areas where a reelangle 3-6-D tell by 2-0-0 wide will fit behveen tha twilom chord and any other mem6ers. 5y Provide mechanical cannectlnn(by uthers)of Iruss to bearing plate capable ot wilhslending 234 Ib upliR at Joint 1 end 234 @ upfifl at joln(3. 6)PraWde suppod to reslst a horizontai force of fi22t�a!joints 1 and 3. 7)Beveied piate or shlm requlred to provlde full beadng sudace with Wss chord el Joinl(s)1,3. a)Bv=Ed on P9t taos,u�aaicd code. E-signed by Kevin Freeman �1\101111,1RQB� �`��LI �o\l, F R��e B�° �� �4�-�L�'i,_,�...o.j.��.,o�j °��1 [�;� r{ �� ��� •�GE'•tS a�/1_ fI ��ge�/��S f�l�s��9�....5 �c'1 �D�Z�� �L��,H"��������i'���ja� v� �^' �- �' -ri � � � No 56254 � '—.- —�`�_r._�- ��,� }�� � � � *� '� � � �'.,- t,�. � �.a�}ab���6�l!� = : �����>�����_ f _ � John FarinelG ! o� ` C:7c�r�ul�r E3uildin�7 Pians Fzat��incr Flarida Ceriti�ica4e SP�IP.4g m ;; , (V o.` ss�re�, �� O R 1 O Q,�\��ae e, , S . • .oP�S10 N A 4���q,, /�i��eee� Tho prolesstonai engineerine�saal indicnlas Ihal a Ifwnsad pro(essional has ravlowed Ihe desipn under tt�e standeMs referonced wllhfn lhfs documenl, 7/20l2015 no(necessar(ly lhe curtenl state building wdo.The engineering soal Is no1 an approval to uso fn a apeci�c slale.The final detertninalion on vfiefher e lruss design Is nxep(nblo undar ihe loeally ndopled buildtng coda rttstwilh Uin 6uliding officlol or designaled appolnleo. �, WARNING -Verify d�sig+�t paraineters and R�iqp NOTES Unideisal Forest Products,inc. 2801 EAST BELTLINE RD,NE Tniss shall not bo cu!ormod'died w,lhoutapproval oflhe lrusa destgn onginoor. PHONE(6'16}364-6161 FAX(616}365•0060 GRAND RAPIDS,MI 48525 This camponent hus anfybeen designed forlho bads noled on lhls drawing.Conslrudion and IiRing forces have nol heon conatdered.Tha buiider is responslhte foriiiting melhads and systom desiga Bui�der�eaponsihllAtes ere dofinod under TPH.This design is bnaod only upon paramelers ehown,end Is for on Individual6u�lding component lo ha insfaqed nnd loaded vertimly,App�ica6ilityoldasign parametara and pmperincoryoretlan of eompanent tsresponslb�lityof buiWing designnr-nol lruss dnslgner.Bracing shown Is forlatemi support_of indivlduol xrob membara anty.AddNlanal lemporary bradng ta tneure stabBitydudng conaWcUon [5 tho responsbil'ty o}�o eredor:Addilionel permanenl bmdng oflhe ovemll aWcture B Ihe m¢ponafh9ityal lho bullding desfgnec Furgannral guWance�egardfng ta6ricalian,quafltyconUol,storago,del'nery,erecllan and 6iadng,consull BC511-O6 from Ihe Wood Troea Councii of Amedco and Truss Plalo Inslilute Racommendatfon eve➢ablo from WTCA,6300 Enlerpdse LN,Mad�san,W153718 J:lvuppoAlMftekSuppNemplaleelufp.lpe Job , T�uss rN55.T�o aty P�' Bennett Building Systems 316 79092 P918603 KIfVGPOST 1 1 - a e e. ea lion I Unfvetset Fomst Producls Inc.,(3rand RapWs,MI48525,Peggy Beckelt �� � - ' 7,610 o Jen 29 2016 MRek Industries,Inc.Fri Jul 17 OB2II:34 2015 Pege 1 of 1 Cog�yright02095 Universal_Forest Pr�ducts,inc.A1113ights Reserved � ' a��-o � a-�i-e 2.5z6= 3.03�2 - z 5-1'6_ _ '_ _ - T1 T1 ! 1 3 � � o � SoeNole6 SeeNolob �� I �. : �=d � � 4d1-8 411� _ I 9-1�-0 i i � � ' Plate OBsets Y '2:0-3-0 0-D•1 � `t, LOADING(psf) SPdCING 2-0-0 CSI. OEFL in (loc) VdeO L/d PLATES GRIP ' TCLL 20.0 Piflle Gdp DOL '125 TC D.33 Vert(LL) 0.06 2-3 >999 ?AO MT20 244N90 � TCDL 7.0 LumberDOL 1.25 BC O.OU Vert(fL) -0.OS 2-3 >999 180_ j BCLI. 0.0• Rep Stress Iner YES WB 0.00 Ho BCDL OA. Code FBCZOtA/IP12007 Matrix �� 0.00 n/a n/a � ) Weight:751b FT=O% , LUMBER- BRACING TOP CHORD 2x4 SP NoJ TOP CHORD SWchiral wood sheathiny directly appfied or fr0-0 oc pudlns: [Pj BOT CHORO Rigid ceiGng direclly applied or 10-0-0 oc bracing. RELICTIONS, pb/Size) 1=28010.3-0 (min.0-1-8),3=260l03-8(min.0=1-8) ; Max Ho¢1=635(LC�),3=-635(LC,1) Max Uplif11=234(LC 5),3=-234(LC 6) , FOFtCES. (Ib)-MaximumCompreulonlMaxlmumTenslon TOP CHORD 1-2=-673/894,2-3=-G73/B94 NO'fES- (8) 1),This truss has bsen checked for uniform roof live load ooty,except as noted. i 2)Wind:ASCE 7-10;VuIt=140mph(&second gust)Vasd=l�8mph;TCDL=4.2psf;BCDL=O.Opsf;h=30R;Cat.II;Exp C;Encl.,GCPI=0.18;MWFRS(enveiope)gabte end zone and C-C Exlerior(2)zone;C-C � for members and forces 6 MWFRS tar reactions shovm;Lumber DOL=1.60 ptale gdp DOL=1.6D 3)The botlam chord doed load shmvn is suffident anty to coyer the Wss wefght Itself end does not allaw for any additional load to be edded to the borioin chord; 4)•This tniss has beeo desfgnetl for a Ilva lnad of 20.Opsf on the hottom c1ioN in ell aieas where a reetangle 3-6-0 tall by 2-0-0 v�ide will fil behveen Ihe bottom chord and any other members. ; 5)Pmyide mechanical canneclion{by olhers)of Uiiss to bearing plalu capable of withslending 234 Ib upliFt at Jaint 1 and 230 Ib up1iR at joinf3. � 6)Pmvide suppodto reslst a fiaraontal torce of fi35N et Jolrits 1 end 3. E-slg�ed by Kevin FfBeman ; 7)Baveled plate ar shlm requ(red to provlda full bearing surtace wilh truss chord et Jolnl(s)1,3. � 0)OasFd on P91ff591.Updated code. ��,,d����e p yaQQ�Q ; .�� ��'�y�N ��EFi�,�``�� : ���� ����� `'�-�.`� S. '�q�� ; � � / �J w�� ''�- G E� �t'''. � ��� �►a4�.__�/,.:"`�!� �i�n �o.� '� �d�! ��G-al1�'ll''����n��„��9Ss 4 IVo 56254 e � ��_�-l��� � �; .a d � ' �:* � ; :���rov��!E3v__._�- c7'�'C"�- L�-t%��3���@������ � � : e � i � o a � ; � : ,lahn Fariei?)� " , L[l: C,�odular t3uilding plans[xari7mer Florida CertiPicale 5MP43 i o - �l/� e � ���.� •�,o R �o?:���,*' ; o ... o . . P��S'`S�Q N Ao b��ea�o { The profosslonat anglneering seal Indicalos Ihat a Ilconsed professlonai has revievred Ihe dosigri under(he slandards referenced wilhin thls documenl, 7/2D/2015 nol neEesssrily tho cunent slate buitdlnp eode.The onpineoring soal Is no!an opproval!o uso In e spedfic alolo.7ho final datermineqon on whelhe�� o Uuss deslgn is acceptabla undor Ihe lo�lly ndopted building codo resl wilh Ihe 6ullding ofliclal or designaled oppolntee. � WARNIIVG -!/eri6y desigra pafameters an�f R�AD IVOT�S Uolversal Forest Products,lnc. 2801 EAST BELTLINE RD,NE Trusn ehall not be wl or modified withoul approvai oi Iha W ss deaign onpineec PHONE(616}364-6'161 FAX(816)-365-0060 GRAND RAPIDS,MI A9525 Th[s oomponeM has anly bcon desgned forUie laads noled an lhls drawfng.ConsWclian and fifling farces have not baen considored.The 6uiiderfs responstbla forGRing melhods and syslem dosign.Buildof msponslbdAies ars defined undar TPt1.This deslgn Is 6esed anyupan paramoters shavm,and is(or. an individual 6uCding component to be inslnllod"and kaded verlisa0y.Applica6�ity ol design paramolars and pmper incorparellon of mmpooenl Is responsi6�ity of building deslgner-nol Wss deaigner.Braang nhovm Is for Iatoroi support of fndividual web mamhers only.Addflionel lemporary brabing lo insura stah�ly during cu�irudion- L�Iha msponel6aityof�he ureclo�.AddiOonal pnrmnnenl bradng o(ihe overdOslruclure ly tho�espons@Aity of iho 6uildllig designor.Forgenerel gufdanco fageMing � fabriwlion,qunlily oontrol,stamga,delivery,oreclion and 6redng,conauit BCSI 1-06 hom ihe Woad Truss Council olAmedca and Truss Ptatn Inslitute Reeommondallan availa6la (mm WTCA,8300 Eolerprise W,Mad'son,W i 53719 JAsuppartN�RekSuppltemQtaleslufp.fpe � J4� =�5 T`��'r�'e °ty P�' Benneit Building Systems 3'16 79092 P9106U8 KINGPOST 1 1 ob ce a i oi Unlv¢rsnt FatPst Products tn¢,Graad Rnpkis,Po!I q952b,Peggy BocKa@ 7:650 e Jan 20 2AS5 M(Tek tndusirIss;lnc.Fr!Ju!t�0�:2H:18 20i5 Paga t of i CopyrighP,�20't5 Urr6wersaG Fcarest E�roducts,ine.«�1!E2Fghts Rese�eo� I s-ae �, 25z8= 2.10 72 �--� 2 �— � _ _ ���''"'�_"�^'''' � 4` T! 7t�`�.."` 1 . - .� `'�."' 3 �I �` � See Nolo 6 Sea Nolo 6' -q—� .,,,=�. 1 5'8'8 � S8$ YY-5-0 -----� Piete f3ffsets 2:0-3-4 0.4- LOA�ING(psq SPACtNG- 2A-0 CSL GEFL in (loc� Udeq Vd PIA7ES GFtlp TCLL 20.0 Plate Gdp OOL 725 TC 0.30 Vert(LL) 0.05 t-2 >999 240 MT20 244119D TGDL 7.0 LumberDi�L 1.25 BG 0.00 Vert{TL) -Q.45 1-2 >999 180 SGL� 0.0` Rep Slross tncr YES WB 0.06 Norz(f1) 0.06 n/a Na 6CDL 0.0 CodoFBC2�14lTPI20Di (MaUix) Waighl:271b FT=O% lUl41BER g�y���� TOP CFtOftD 2x6 SP No.2 70P CHOR[3 Structural wood sfieathing direclly opplted or 6�D-D oc puii(ns. (P) 80T CHOF�� Wgid celling directly appllad or 10-0•0 oc bracing. REItCTtONS. (Iblslxe) 1=300/0-3�8 (min.0-1-8),3=300l4-3-8(min.0•1-8) Mari Horz 1=10i6(LC i},3=-t0i8(�C'1} Pvfax UptiR7-269(lC 6},3=2$8(LC 6} FORCES. (ib)=Maxtmum CompressianlMaxlmum 7ension TOP CHORD �-2=i047tt345,2-3=30q712345 PIOTES- (8) i)This Wss has been checked for uniform roof Ilve Ioad oniy,except as inoled. 2)Wind:ASCE 7-10;Vult=i40mph{&socond gust}Vasd=109thph;TCDL=d.2pst;BCDL D.Opst;h=9Dh;Cat.il;Exp G;Enc!„6Gpi=4.18;MW FRS(enveioFtej ga6la end 2nne snd C-C Exisdot{2}zonfl;C-C tar memhers and fnrces&PhWFRS for teac.lion§sfirnm:iumber OO��i.&0 p(ate grip 40�-1.60 3j The bultom chqrd dead la'sd ehown fs su(ficlent anly to wver Iho Wss woight ilself and does not elbw/or any additional load m be added to the boilom chord. 4)'This truss has beon designed for a live load af 20.Opst on the bottom chord In all areas,where a recNangle 3-6.p tall by 2-Od1 wide wiA fit hehveen Cho battom chord and any other mem6ars. 6)Pmvtcfe mechanka!cronneCGan{by others}of truss to beating pfata capahfa nf wlihstanding 268}b up1iR at fn£nt 1 and 2S9 ib npiift at Jaint 3. - 6)Pravlde suppatt to resfst a horizanta!force'ai 9018Ff at ja3ttts 9 and 3. E-Sigil@d by K6V�n FlBBITian 7)'8evgied piale or;shim required to provide full headng sudaco with truss chord e!Jo1nt(s)1,3. fl)Da52d on P910605.Updalecl eodc. ��,��`41�B�!p f p pd� ���.��lV �',4,t��,'� �•��•'e�q�8�� , o F�.� rz {r �� 1 4h`4 �e°�\,.�Ci�N�� y+'(/� �e� �� w d ��4�f�/.,��%�,1...:�, S�tan Nr�. �..�G} -�?,;,� ���G'��1������a�� •. e No 56254 : � .9 � �,�__-..��......�.__ ��t������'�����v�' � �` '•* � ___ r��������� : : s ; Y._._ ' � .irL %�� � , � �Johr� �'arirlel� '�� MarJi�lar�?Uitclin �1�n5 E� %, ,_ � ��,�(El�*a � ar�riner Flcrr��a Ca�rYificate St�IF��g .• �...,�s�s�,o,p � �a ����q� �Bdr��Q��8`���a� The profossional an�ineering seal Indicales Ihsl o Ilcensod profossional hos mvlowed tha design under lhe stondsrds raferonced edlhln Ihls documenl, ��20/2D15 nof necossarily the cunenl slale bull�nc�codo.The ongfneadng seel is aat un npproval to use!n a spsciflo stnte.The tinel dgterminarinn on wheihar a�n�ss desigo is accapfable undar iha Iocaiip edopieti butiding cede rest wiih ihe Ftultding aitctat or doslgnsied eppolnteer. � ��O �, WAF2NIiVG ��@f0�j/Q��S�91PP Q)�!'c'7I►1�QBI'S a'�88�f7�����"DT�S Universal Foresi Products,Inc. 2E3D1 EASTBELTLINE RD;NE Truss shaq not ba cutbr modified tiv4ftrout appmvst of U�Q trvss design anginuar. RHONE(816}364-6161 F/UC(61G}-3S5-�OBQ GttAN4 RAP1D5,Ml A9525 fi'ss camponent hss onty6nnn desFgaed fotiha icada notnd on this drawing.GonsfrucUon and 1'dting farcas t�avo not boen wnsiderpd.The buAder is responsihia for Iin;ng molhods and syslem dask�n.Bu�fer responsibSdies are dofined underTPN.This derslgn ls baeed only upon paremeleB shown,and is for un ind'rvidual 6wtdMg mmponeM ta bo insle0ed nnd laadod veAically,Appllca6Jity ai deaign paramotars ond prapor IncarporaUoo ot componant is rasponsibpity of bullding dnsignor-nflt hus9 designe(,8racing shavm is Tar Ialerol anppoii of ln�iividaat u�e6 members onSy.AddHiana!tompflrary braa[ng to Erisum sta6�lity dnring coastmqzarr ` ts the respansbHity o(the aredoc Addiilonsi poimanQnt bradng ot tha overell sW cturo is Iha responsibffity of IFio 6uL�ding deatgnnr.For genaral gutdonco repording fabriceHon,quaf�ty cantral,etorage,dopvery,araction ond bracing,mnsult BCSI 1�06 from the Wood Truss Counc�otAmodp and Truss Platu InsGiuto Recommendalion ava�a6lo fromYYS'CA,630D Enterpriso LN,hladison,W I5371�J J:isnppcAlM'dak5up�ltumptateslu(p.ipe Job - TtLss � TnlssType Qty P'Y Bennett Building Sys4ems�316 79092 P918503 KIIVGPOSI' 9 '! i J h e(e� bne - I UnNersal Foreet Productc Inc.,Grond RepWs,MI 49525,P_eggy Backett 7.610 o Jon 29 2075 MITek Induslries,lnc. Frl Jul 17 W:49A0 2016 Pega 10/1 I ' Cop�right�2015 Universal Forest PPodeects,In�.All R6ghYs Reserved �- s�aa sa-a - 3�t8= 2.10 12 2, 5g9 _ T7 - T1 i 3 m dI �� Soo Nole 6 Sas Nole 8 .—,_ -+--► � - - - 5-6-8 S�8-ti � 'N-5-0 � i . ,I I I i ..Plale OBsels Y�-_2:03.15 0-0�6 - i LOADING(ps� SPACING= 2-0-0 CSI. UEFL. In (loc) I/deil lld PLATES GRIP � 'fCLL 20.0 Plale Grip DOL 1.25 TC D.66 VeA(LL) 0.12 7-2 >999 240 MT20 244HB0 TCDL 7A Lumber DOL 125 BC 0,00 Vett(TL) -0.10 1-2 >989 180 � BCLL 0.0• Rep Slress Incr YES WB 0.00 Horz(TL) 0.00 Ne Na BCDL 0.0 CodaFBC2014/TPI2D07 (MeVix) WeIghL171b FI'=0% LUMBER- BRACIPIG- TOP CHDRO Zx4.SP No.t 70P CHORD SWctural wood 5healhing dlrectly applied ur 2-2-0 ac pudins. [P] � 80T CHORD Wgid cefling directly applled or 10-0�0 oc bradng. � REACTIOtdS. (I6/sizo) 1=300/03�8 (min.0,-1-0);3=300l03-8 (min.0-1-8) I Ma�t Horz1=1049(LC 1),3=-1048(LC 1) Max Uplift7�268(LC 5),3-268(LC 6) � FORCES. (I_b)-MaxlmumComprossioMNsximumTenslon 70PCHORD 1-2=7079/1307;2�=-1079/13fl7 j NOTES- (8) ; 1)Thfs Wss has been checked far uniform raaT live load onty,except as noted. 2 WInd:ASCE 7-10;Vuir140m h &second ust Vasd=708m h;,TCDL=4.2 sh BCDL=0.0 si;h=30fl;Cet.II;Eu C;Encl.,GC i-0.1B;MWFRS envelo � �. P ( fl, ) P P p, p p- ( pe)gable endzone and GC Exterior(2)zone;GC for membars and(orces$MWFRS far reactions shawn;Lumber DOL=1.6D plata grip DOL=1.fi0 j 3)The battom chord dead tood shovm Is sutficlent only to cover ttio Wss rioighl Itsolf and does no[allow foF any addilional load to bo edded lo the bntlom chord. � 4)•This truss has beeri deaigned for e If've loatl ot 20.Opsf on Ihe bottom chord in all areas where a reclarigle 3-6-0 tall tiy 2-0-0 wide wlll fit belwenn the bottom chord and any ather members. 5)Provlde mechanlpi wnnecllon_(by olhers)of truss to beadng plale capable of wilhsfanding 2fiU Ib upliR aljofnt 1 and 2681b upl'�t at Joint 3. E-signed by Kevin FfBemarl 6)Provide support to resist a horiiontat force oi 10461/at Jolnls 1 and 3. 7)Beveled plaie or shlin required to provlde fu11 bearing sudece wiih truss chord al Jotnt(sj 1,3. j F3)�a,ed on P^_1EiJG1,lJpdalad coJe. `oAOA,`�'�R����0oe � �� /,v ���e���a. e�/f� I�r � .. tf - r, e'> ,�.°�\,�C'E/VS�, e/�i es� ����fi � a D:at��,,1•��� �tan P9cs. ..�J(:�"-U�x.� 6d �'� - �� . No 56254' � �� � �x � ' � La,� ������—��g : �� " I _���'��____.__---�— �d�`6 ��� ���� = : _ �lpparoea���y ,�_ v ; � � / � ---- ��+������� � . _ - ; " Johm rarinell� �w. ' I�iadular Fiuildi A • P:���� ; rt�Pians Eqarnmer Florida Ceriificate SMP49 ♦ � � osf(�+S e<.� R 1�< G,�e.�� ; JgP,I��D���b ��°���,,� , Tho profossional enginoering seel Indicalos Ihet e flcensed profossional hns rovimvad the daslc�n undar lhe slendards referenced wilhin Ihis documenl, 7/20/2015 nol necessariy lho currenl stelo buildfng code.The englneering seal"Is not en approvnl lo uso in a spedlic slale.The Bnal determinalion on iahelher n lruss dosign is accopinble under the locally edopted building codo iesl wilh lhe buildinc�oOlcial or designalad appoinlee. � � WARfV W G -Verffy desigaa pa�ameters and/tEAD dlIOT�.� Unlvaresl Forest Praducts,lnc. 2801 EAST BELTLINE RD,NE Trusa cball not he cul or modiBed vn'ihoul appmval o}the Wss dosi�n engineor. PHONE(616�364-6'161 FN((616)•365-0060 GRAND RAPIDS,M149525 This compononl hns onty been designed forthe loads noled an thv drawing.ConsWction and IiNng forces have nol haan carisfdered.The bu'ildar is responsible farlHltnD melhods ond 3yalem deslgn.Bui:dnr rosponsi6�ilio�ara dafined underTPl1.This destgn Is basad ony upon paremelere ahown,and is(or an individuol bu0ding camponent to be inslollod and kaded vorUcalty.App6cab0ityaf daslgn peremelers and pmpnrincorpore0an of componont h�espansib�ityot buVding � dasigner-nol Uuss dealgner.Braany ehown Is tor laloral suppod o(individual wab mombers onty.Addfllonei temporary braeing In Insum ntab0ity during eonsW elion � in Iho mspansi6Tity of ihe erector.AtlAitional permansnl bracing of Ihe ovarall aUuclurt+Is Iho renponsibility ot the buQding destgner.Foigerioral guidance regnrding febricalion,queGtyconhol,atarngo,delHary,erection and bmcin8,wnsutl BC511�08 fmm Iho Wood Truss Council of Amerip and Truss Plata fnn�lule RecommendaQan evai7uhlo fromWTCA,6300EnterprisoLN,Rqadison,W153719 J:lsupportlMilekSuppllemplaleslu(plpe " i - -- -, � ��� �� �� � � ��� ������� ,4RE,4 FOR APPIaOVAL STAMPS � � �QO ; 1660 D I XON AI RL I NE RD `s�F�������99 I AUGUSTP�, GA 30q06 [���Uf1,���9�' � I - ����� �H�� ��d��l� �. �OR THE 5T,°�TE O� � � Q � �esi�N eraiT�Ri� FLORIDA `' 4 � I. WIND VELOGITY 140 M.P.H. .�{��T �.IJr t�B�.� 1�) 4 i �� 2. BUILDING GATEGORY j � � " 3. {NIND EXP05URE G SHEET NUMBER SHEET TITLE y 4. INT PRE55URE GOEFFIGIENT i O.IH / .c�r $ 5. ENGLOSURE GLASSIFIGATION ENGLOSED n��q EN �-i LOVER SHEET x�/ 4'0� 6 BASED ON HEI6HT IS FEET �z LonoiN�raa.Es �'"/ � o� � a � OVERHANG YES G3 GEt�cRAL NO7F5 �� ��c ' 8. FLOOR DE51GN LIVE LOAD 40 PSF � � 4 ' ,s � G-4 FASTENIN6 SGHELVLE R FLOOR DESIGN DEAD LOAD 4 PSF i c-5 FASfENING SGHEDULE � w � � 9. ROOF DESIGN LIVE LOAD 20 PSF � l� � �,c I � "1 P5F G-b FASTENING SGHEq1LE, �, � �4 1200F DESIGN DEAD LOAD I � 10 WALL DESIGN DEP.D LOAD 3�F ! ,� A_� FLOOR DEGK AND ROOF FRAMING l�' a ti 6 WA P5F »e�• ,es Pv`r�s ; " � II LOFT UNINHABITABLE LIVE LOAD ; , n-2 ENOWALL FRAMING DETAILS � ° m � �� 12. SNOW LOAD wA�F � � 1— A3 ElIDWALL FRAMING DETAILS �� Q¢ � � 13 GONSTRUGTION TYPE V B ; 15\ �{f`.�41� �`. �'� ^\ ,. � _ A-4 ENDWALL FRMIING DETAILS � 14, BUILDING OGGUPANGY U i ,in �de �o �����:`�;= i3 q-5 ELEVATION AND DETAILS � � 15. FIRE RATING EXT WALLS N/A � _.j;,� — I6. ALLOWABLE MJMBER OF FLOORS I r'`— �� A-6 GRO55-SEGTION DETl�ILS .s � iao `Cli_;c-- A-"I DETAILS a I"1. THE GONTRAGTOR/MANUFAGTURER MUST � m - 1-'�� } A-e DETAILS � CAMPLY WITH THE FOLLOWIN6 CADES AND „_„_,,,,._.,.„. -- $ ALL OF THERE At�NDMENTS/SUPPLEMEMTS: � .,_.,—_.�, 10e r� "��� ` 1 A-9 V1ALL 5EGTION DETAILS ; -FLORIDA BUILDING GODE-2014 i �..... — 1fi q_ip WALL SEGTION DETAILS � -NATIONAL ELEGTRIG GODE-201I � 15 n-u SHEAR WALL TABLE ��'- -NFPA 101 LIFE SAFETY CADE-2012 � •�m_.,.w1NYi.� ,�� '�` Q A-12 r� H FanMING�E7AIL5 � � .�...._.�. ��....�.� `— i A-13 LUMBBt SGHEWLE '� i ve � na A-14 DETAILS ' $ � �ay, A-IS DODR FRAMING ELEVATIONS ; NOTE. • � � � MANUFAGNRE TO HAVE LIST AVAILABLE TO , � 3RD PARTY INSPEGTOR THAT MEETS THE WIND PRESSURES STATED ON G-2 FOR ANY � ��...�.,«,,.R.«.„�e��,.d,.�,.�.�,�<...,em.,.,�,e.. ' � PRODUGT THAT REQUIRES PRODUGT APPROVAL � � FOR THE STATE OF FLORIDA � I JDA Ol/21/15 REVISED PER LOMMENTS � � ��������������i� REV Bl' DATE DESGRIPTION $' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING FO�`� . ��L�� roUST OF 140 M.P.H. �o d 34222 •:�� ������ � �I��� �� BENN�TT BUILDINCa SYSTEMS ;*;% *,. DA7E: O6/29/I5 SHEET " � i END GABLE SHED PLANS � ( ��,� -r : _ DRAWN BY GNO � ALN 3063'i MSu 19034 KSa 21198 DIXON ENGINEERING,ING. 1660 DIXDN AIRLINE ROAD � �! + „ SGu 27592 NGu 035905 GAn 034371 STWIGNRAL E1�GIl�ERING Pl07 INSPEGTI�1-COA 01�i AU6U5TA,6A 30906 �ro,''� ��� :9:rSThF F • GHEGKED B'f: TAD / ��w I € VNu O"11936 TXp 104353 MD#-0Oq05 10410 MAIN STREET PHONE:I-4�8-552-"II"I7 � •,,� .; � �� PAu 0'1900N VAa 045593 TF�NOTOSA55A,FL 33592 � a� .., � xALE. AS NOTED � �n 112761 FLn 34222 VOIGE:813-992-9685 FAX:813-982-2306 COvEI� SWEET '��isS��"""� C��+�� W.O ND� 530-021 I OF 21 �nnon� ` ' - ---- - -- — — -— — — � --. � AREA FOR A,PPROYAL STAMP6 j • } O p O p ^ �a� � O 0 OO p �o�������Du D�CU�tEd�T . � J S � I � BYRpN00>TA NCi1.10N1Np ����EcofR[O �a+ I h �j \ / \ vn un�. wvmKiocor. �a a�aosmmurrowucr.rnm �` � a � / `� / \� nw�E`iiPmru� xaorwoi nassn'•m�manzr.� ,�� `1 Q / O / nmrMm�ot�nac� �.�a.v.� �vnwa�aon �� u U y� ' �, �.w,enoawe n. �� .y�w � / O O � � v.o ..Am.mm m.van.ba.� _ ___ '�+ C`GoC� � ��o\ OO �' cwz�e � ./"o""rm ..... .. � ,,,�w,.. ... ,. m r T D�4�o � coR�rz\ cottr�R � > . �' �a ''`S' - �} ' ' c � E 5 � WIND LOAD MAIN WIND FORGE — (� �`M I b PRE55URE DIAGRAMS �, y � � `� ��' ac I � "' ,�, ¢o°i �S .`s '�`'I` '�`�'� '�'� s �.�.,..,.�.�...,.,�.e...,. a�s � e ��o.+��.a...re.•...e.s q-Q a'� I � o� 3 .d�i:u»m . � �2 ; 3 3 : �� 3 .,��.......b�,.. � mvncwwwm wu�i4����r+r��.�:N��w.�.�aiu.��xtiu I f I � s 8 � —�� � e �O s � � � I z � 2 � � Q ' u N� � ' I � O I I I � I ..,+.�.....��m, . .. I { I � lO �5 � o ..,�..4n..��.�«,.,, I v ^� ...::=»,:'a ° I I .,.... .......�.:.."��m�.'..:,,..�ay.,o,. � � � �...�.,�^�rt........,..�.,..�....,.,..�.,. I � � p �.;'�� . ..,.. I � � / � i a "� o� 3� .�': 3 3 . �:: 3 � � WIND LOAD GOMPONENT AND GLADDING �VIND LOAD GOMPONENT AND GLADDIN6 i � WALL PRESSURE DIAC�I2AM RODF PRE55URE DIAGRAM I � I JDA OU21/IS REVISED PER-GOMMENTS I ' ������������4 REV Bl' DATE DESGRIPTION I �w�-' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014�LORIDA BUILDIN6 GODE;BUILDING FOf�`� �LE'�� ?'oUST OF 140 M.P.H. j � q�u �q /� /� y� � BENNETt BUILDINCs SYSTEMS './k:: "0 3 •; : DATE. O6/29/IS SHEET � I Y'1�I I F�� �+i. C�I X�I�I� �.�. ENo GABLE SHED PLANS = . r. _ DRAY`A!BY GNO � � ALp 3063"I MSp 19034 K5�21198 DIXON ENGINEERING,ING. 1660 DIXON AIRLINE ROA� � �����• A � SGp.21592 NGu 035985'GAtt 034311 ST�IIRAL EN61t�ERRIWi Atm I�iPEGTION-LOA 81q5 AUGU57A,GA 90906 ��'��gTq :'�� Gf�GKED BY: TAD �s / �' NN$011q36 TXu 104353 MDs 40905 10410 MAIN STREET PNOwE:i-470-552-71'� ,,� ,% � �m : PAa 079009 VA�'04Y�93 TNONOTOSASSA,FL 33592. SGALE. AS NOTED , C TNp 112"I61 FLp 34222 VOIGE:813-982-9885 FAX,813-9B2-2306 UENERAL NOTE6 '+ s.��R 1 1��0��, W.O.NO� 530-021_ 2' �F 21 � ►nnum ! _ � _�� ' � � Af�EA FOR APPROvAI» ST�4MP6 ' 6�NERAL NOTES f � i. TFilS 5SRtTGTUiZE WA5 DE516NED IN IN AGGORDANGE 1^`1ITH THE 2014 FLORIDA BUI�UING GQPE,SUILDIN6'(F.B.GJ � i 2. ALL MA7ERIALS AND LABOR SHALL BE IN AGGORDANGE WITH TNE ABOVE GODE AND ALL OTNER fhPPLIGA6LE LOGAL GOpES A7 THE TIME OF MANUFAGTURE. g��� 4 T,EITFOUNDAT�lOt�PLAN IS A SE ARA E SET OF�PLANS FOR A PR VALIBYSLOGA�MUNIG1PALiTlES. �s�6 ��A��6�,�Sf I 5 EXTERIOR p(MENSIONS GAN VARY SETWEEN LIM1T5 SHt?WN A7 2''O.G.BUT MEMSER SPAGIN6 SHALL NOT EXGEED LIMITS A5 IAtDIGATED �����A��t�' � • 6 ALL 7HE FOLLOWIN6 LUMB[R 5HALL BE PRE55l1RE TREATED IN AGGORpANGE WI7N AWPA USE GATEGORY UG4B(GROUND GONTAGT,NEAVY pUTY): 5KID5 �� J I � '� '1 ALL THE FOL40WIN6 LUMHER SHALL BE PRE55URE TREA?ED IN AGGOP.DANGE WITH AWPA USE GA7EGORY UG3B(EXTERIOR ABOVE G ROUND,UNGOA7ED OR POOR � WATER RUNOF�): FLOOR JOi5T5r PLYWODD FL0012 DEGKING,ANP EX7EF2IOt2 RA7Ei7 Y�OOR STRUGTllRAL PANEL SIDIN6 � � 8 LP TpPNOTGH SUB-FLOORIN6 Iq/32"MAY BE USED IN LIGU OF PRESSURE TREATEp PLYWDOD FLOORING. ! � G. P T.PLYNDOD FLOORIN6 N07 REQUIREp WHERE THE BpT70M OF THE FLdORING 15 OVER 18"ABpVE GROUND SEGTI4N 2304,11.2.1 FBG 2014. { �. 10 ALl FASTENERS AND GONNEG70R5 IN GON7AGT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALYANIZED{GIbS)OR STAINLE55 STEEL. � � II. ALL WINDOWS WITHIN 24°OF i?OORS,ANB ALG 6LA55 IN DOORS SNALL BE SAFETY,TEMPERED,OR AGi2YL(G PLASTIG SHEET ' � 12. F012 RODFS WITH ASPHALT 5HINGLES AND A SLOPE BE7WEEN 2 10 12 AND 4 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLIGATION A5 REQUIRED IN �y�� � AGGQRDANGE WITH SEGTION 1501.2.8 pF THE 2014 F.B.G G" ' � 13. UNDER�AYMEN7 SHA�L.GON�ORM N{iTH SEGT{ON ISOl.2 3{ASPNftLT SNIN6�E5)AND (50�4,5{NlETAL ROOP PANEL}QF THE 2(?14 F.B.G � QM' � i4 ASPHALT SHINGLES SFIALL GpNFOCZM WI7H SEGTION ISC7`t.2.5 OF 7HE 20I4 F.B.G,ATTAGHMEHS OF ASPHALT SH}NGLES SHALL GONFOlZM NlITH 150T.2.1 OF THE 20I4 F.S.G 7) y-� 15. FASTENERS POR ASpHALT 5HINGLES SHALL GONFORM 70 SEG710N 1507.2,6 OF THE 2014 F.B.G �� � � 16 TIE-DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLIGABLE GODES. �.�.�� 17 THESE PLANS NAYE NOT SEEN RE5(f�NEi?FOR NVHZ t2EQUiREMENTS AS 5�T FOR7N iN THE 2014 f-B.G OR F(JR USE A5 A GOMMERGiAL BUlLDlN6 �`° c�g� = 18 THE GdNTRAGTOR 5HALL BE iZE5PON5IBLE FP{2 VERiFYIN6 ALG EXI5T1N6 GONDiT(t)N5. '� k�i n� I 9 19. THE GONTRAG70R SHALL BE RESPON516LE FOR DELIVERY ANp PLAGEMENT OF LAWN S70RA6E UNIT TO INSURE THE INTEGRITY OF THE BUII.pING AND ITS GOMPONENT � ,��,� PAI275. (7 [,I y°,y` � 20 NO FIELD REV15IOh"5 TO ANY 9TRi1GTURAL GOMPDNENTS QR DEYlAT10N5 FROM THESE ARAWINGS SNALL 6E MADE. � �+ aF ' � 2I. THE OI^iFtER AND THE GONTRAG70R SHALL HQl.D HARM�E55 THE EN6INEEf2 FRQM ANi3 AGAINST A��LlABI�ITY GLA1M5,DAMA6E5,i��55E5 AND EXPENSES lNGLllDlNG /,� �,+ i " LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIpNS IN TWE PERFpRMANGE OF THE WORK 6Y THE GONTRAG70R. ti ,�7 � 22.SEGTIONS AND DETAILS ON TNE DRAWIN65 ARE INTENpED TO t3E TYPIGAL AND SHALL APPLY AT ALL SIMILAR LOGATIONS,UNLE55 OTHER SEGTIONS AND DE7AIL5 ARE � -� ¢` � SPEGlFiGAL�Y REF�RENGEB a ° '� 23 REFER TO SUPPLIED FASTENINCy SGHEpULE FQR FASTENiN6 BASED ON GONNEGTION ANR LOGATION OF M�M6ER5 A9 PER 2pI4 FLdR{DA B4lILD1NG GODE TA6LE 2304R.I +c° o� �� � � UNLE55 NO7Ep OTHERWISE. p ��` ,�� � 24 BUILpINGS HAVE 6EEN DESIGNED FOR LP SMAR751DE PREGISION PANEL 51DIN6,LP SMART5IDE PREGISION LAP 51DING SHALL NOT BE USED � � , 25.FASTENEfi25 IR"LP SMART5IOE PREU5ION PANE�51DIN6 MUST NCJT SE 1N5TALL�D lN PANEi�SIDINCa GROOVES IN TNE FIELD OF THE pANEL 53i7VN6 OS2!^tHEN TNE PANEL �``� � �j 5{DIN6 6RpOV - � F . {DING 26 REFER TO TH PLORIDA PRppUGT APpROVAL k9190.6 F R ADPITIONA4 DATA'AND SPEGIFIGATIpNS OF LP SMAt2751DE PREU510N pANEL 51DING � 2l MAX OPENIN6 WIDTHS MUST OMPLZ"{yTH E G R OS A9 pER AN51(AFEPA 5DPW5-�008 BUILDIN65 HAVE BEEN DE516NED TO HAVE PNLY OPCNINGS WITH MAX I ' WIpTNS EC1UAt� 1 E ftWALL SHEAR Y@A�L GNAi2T � 28 PER SEGTIpN I609J.2 OF FBG,STORA6E 5HED5 TNAT ARE NOT t?ESI6NEtl FOlZ HUMAN NALi1TATipN ANII 7HAT NAVE A FLOOR AREA RF i20 5QUA12E FEET QE2 LE55 ARE � NO7 REQUIREp TO GOMPLY WI7H THE MANDA7pRY WINP-BORNE-DEBRIS-IMPAGT STANDARDS OF 7HE FLORIOA BUILDIN6 GODE. � 29.BUILpINGS THAT ARE 400 SQUARE FEET OR LE55 AND THAT ARE INTENpED FpR U5E IN GONJUNG710N WITH ONE-ANp-TWO-FAMILY RESIDENGES ARE NOT SUBJEGT TO 7HE[?OOR NE16HT AND{�'IDTFi REQUIREMEFlTS pF THE FL'ORIDA BUILDING GODE PEt2 1Q4&.l.1 EXG[F'TION S '� 30 BUI�DIN65 HAVE BEEN DESIGNED TO NAVE ANGNORS DiREGTLY ATTAGHED TO At�L FOUR GORNERS OF THE BD{LDING TO RE5lST TEN510N FORGES FROM LATERAL WINp j � LOApS THIS DE516N GONSIDERATION h1U5T BE MADE BY INSTALLER WHEN ATTAGHING ANGHORING SYSTEM TO BUILDIN6 31. UNLE55 NOTFD OTHERWISE,A77AGH ALL MANUFAGTUREp PRODUGTS IN AGGORDANGE WITH MANUFAGTURERS SPEUFIGATIONS. � � SITE INSTALLED ITEMS OGGUf'AMGY NOTE; � ttOTE T}iAT THtS�15T OOES NOT NEGESSARILY�IMIT TtfE{SEMS OF WORK RND TH15 El71WItJ(i IS NOT BESIGt1ED FOR tPJMAN NABITATION AND pOES Npt HAVE RllNNIN6 • ,� MA7FRiALS TNAT MAY BE REQUIRED FOR A GOMPL£TE tNSTALLATiON. ALL WATER OR 5ANI7ATION SERYIGES.THIS&IlCD1N6 i5 DESI6NED 15 AF!AGGESSORY SITE RELATED ITEMS ARE vU6JEGT TO 40GAL JJRISDIGTIONAL APPRdVAL. 4AWN STORAGE SHED TO STORE LAWN FQUIPMENT SUGH AS WNEEL BARROWS, � GARDENIN(a SUPPLIES,FLON�Et2 POTS,AND GARDBOARD Bd}tE5 WITH VARIOUS SMALL i � i.THE GOMPLfTE FOUNOA710N SUPPt1RT f�td0 T{E-PL7N6V SYSTEM. lTEMS. ' 2.RAMPS,STAIRS,AND 6ENEfZAL AGGESS TO 1'1�lG E�1ILDING tF NEGE55ARY I JDA O't/21((5 REVlSEi?PER G6t�lMENTS ' k` 3 GUTfERS AND DOWN SPQUf5 ON A�.L.&11LDINGS WITH EAVES OF LE55 THAN `, ,��o���� ' - b IMGHES HORIZONTAL PROJEGTION EXGEPT FOR GABLE END RAKES. �� �i REV BY 17ATE DE5GFZIPTION � � � � THESE P�ANS WERE DESIC�NED iN AGGOE2DANGE WITH THE 3DI4 FLORIIIA SUILI?ihlG GODE,BUI�DING POfyz`� �k�L��� �lJS"E OF I4Q M.P.H. ' S TI�IC7P'4I�c� �. �I XC�I�I �.�, BENNETT �+UILDINC� SYST�M3 ?*,r ° 3��r- DATE. Ob/29/IS SHEET � END GABLE SHEp PLANS = . �ll� � � ��� �� DRAWN 8Y: GNO � AC+�3063T NS#I9Q34 KSn 2Ii98 I3iXOP2 EN6INEERING,iNG. i66o DiXOK AIW_tNE RaA� �q ,�g „ 5Gu 2'ISci2 N�u(�I85 GAa 0343'II STFUL7URAL ENC�IN:"FRIN6 AND It�'ELTION-lAA 0195 r�WUSTA,GA 30906 :p:. �xE.lQ�" �'tV� LIiEGKED BY: TAD / -� �9 � WV��011q36 TX�104353 HDQ 40905 Ip410 MAIN 57REET PHONE.I-478-552-'Il�l :O•.,,� 1<4+ v�' sl�' PA�Oi90pq YAu 045543 TNONOTCSA�q FL 33592 �� . R S _..' � `.�GFU-E: AS NOTED � TN�A276I FL#34222 V01GE:8l3-982A8B5 FAX:8i3-9S2-230b �a���R�tl.��T�� r�i •. 1��� Nt.O.N4: 53Q-Q21 3 OF 2) Muun� _ - --- - _- � ---, AR6A FOR APPkOYAL gTAMPS I ��4:�T�NINC� �CHEDU�.E T� . GONNEGTION FASTENING°-k LOGATION E; �D� �J ' �1PP�CJ��� I..JOIST TO SILL OR GIRDER 3-8d GOMh10N(2 I/2°x 0.131°) il�(�'l4���p�T La g�b"n� 6U.9 3-3"x O.I�I°NAILS TOENAIL . r 3-3"14 6AGE STAPLES � 2.BRID6ING TO J015T 2-8d GOMMON(2 I/2"x 0.131") V 2-9°x 0.131°NAILS TOENAIL.EAGH END � 2-3"14 GA6E STAPLES � F ,g' 3 SOLP PLATE TO JOIST OR BLOGKING Ibd(3 I/2'x 0.135")AT Ib"O.G. � 3"x 0.131"NAILS,AT 8"O.G TYPIGAL FAGE NAIL � � � 3"14 GA6E STAPLES AT 12"D.G. 0� �o°' � �, 4.SOLE PLATE TO.1015T OR BLOGKING AT 3-Ibd(3 I/2°x 0.135')AT I6"O.G. r0 � I `as BRAGED WALL PANEL 4-3"x 0.131"NAILS AT 8"O.G. BRAGED WALL PANELS �7 «` �{ 4-3'14 GAGE STAPLES AT 12"O.G. ��� `o• e. � 5.TOP PLATE TO S111D �-16d(3 I/2"x 0.162") ,�c ��c`� ` 3-3"x 0.131"NAILS END NAIL Q ,� �� i J r4 1 �' 3-9"14 GA6E STAPLES � )oc' 8 b.S111D TO SOLE PLATE 4-8d GOMMON(2 V2'x 0.131'7 `� „F I � 4-3'x 0.131"NAILS TOENAIL {�� � I �y: 3-3"14 GAGE 5TAPLES � � � 2-Ibd GOMMON(3 I/2"x 0.162") � � ��q i � 3-3"x 0:131°NAILS END NAIL ,.� � 3-3°14 GAGE STAPLES �9 �° 4' � a g �.DOUBLE 5'NDS 15T5 16d(3 I/2"x 0.135")AT 24"O.G � ��' � 3'x 0.131"NAILS AT 8°O.G. FAGE NAIL �'14 GAGE STAPLES AT 12"O.G. � 8.DOUB E TOP PLATES Ibd(9 I/2"x 0.135")AT Ib"O.G. b Q 3'x 0.131"NAILS AT 12"O.G. TYPIGAL FAGE NAIL , I � 3'14 GAGE STAPLES AT 12"O.G. 3: g 8-Ibd CAMh10N(3 I/2°x 0.162") i � 12-3"x 0.131°NAILS LAP SPLIGE i 12-3"14 6AGE STAPLES I �� 9.BLOGKING BETWEEN JOISTS O RAFTERS 3- O M .( Qj TO TOP 3- 'x 0.i3" ILS , T IL i 3-3'14 GAGE STAPLES I � 10 NOT USED ' � � � '�p ' � d-Z�MM9N'f� � �, 3-3'x 0.131"NAILS FAGE NAIL � � 3-3'14 GAGE STAPLES � 12 GONTINUOUS HEADER(2)'PIEGES Ibd GOMMON C3 U2"x 0.162') Ib"O.G.ALON6 EDGE i � (GONTINUED) I JDA Ol/21/IS REVISED PER GOMMENTS ; �' �����������J � REV BY DATE DESGRIPTION � i w-g' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BIJILDIN6 GODE,BUILDING FO�y`� Q �LE�� ?�oUST OF 140 M.P.H. � � Q `������ � .����� �� BENNETT'BUILDING SYSTEMS �� 0 34 _ '. DATE: Ob/29/IS SHEET � END GABI.E SHED PLANS �r � _ = DRAWN BY: GNO , AL��3069"I M5n 19034 KSn 21198 DIXON EN6INEERING,ING. I660 DIXON AIRLINE ROAD �-p• ti�Q� � 5Gu 215q2 NGu 0359�5 GAa 034371 5TF�IGILRAL BIGQ�RRIG AMJ ItY�PEGTION-LOA 8195 AWUSTA,GA 30906 ' E OF :�U: LHEGKEDBt': TAD �s� � NNm 071936 TX�I04353 HDp 40905 10410 MAIN 511ZEET PHONE I-aie-552-in� %0�'•. •� SGALE� AS NOl"ED �� PA�O19009 VA�045593 THONOTOSAYA,FL 33592 �� � • , � TNp 112161 FLN 34222 VOILE.813982-9885 FAX:813982-2306 FASTENIN�S SCFiEDUL� ���isS �' '����C�G���, W.O.NO: 530-021 4 OF 21 � --- Iin i m� ' AREA�OR &,PPROVAL STAMPB F�4�t�NINP� �GHEDUL� �R�� � 7f GONNEGTION FASTENIN6°'k LOGATION �'�����y���A'� 13.GEILING J015T5 TO PLATE 3-8d GOMMON(2 I/2°x 0.131°) �����A�'�f�� �, 5-3"x 0.131"NAILS TOENAIL � 5-3"14 GAGE STAPLES 3� Q 14.GONTIM10U5 HE D T 5 2 I/2" � I5.NOT USED �I �, \ / G sr> I � � , 2-8d GOMMON 2 I ."x 0.131") � a � � PLATE 2-3"x 0.131"NAILS FAGE NAIL u" I a 3-3"14 GAGE STAPLES `c c'r � �' Il.BUILT-UP GORNER 5TUD5 16d(3 I/2°x 0.135°) 24"O.G. a° {� ` � � 3"x 0.131"NAILS 16°O.G. � /'' 4`0�v ! 0 3"14 GRGE STAPLES Ib°O.G. '�� oc` 5 18A.BUILT-UP GIRDER AND BEAMS 20d CAMMON(4°x 0.192"32")O.G. FAGE NAIL AT TOP AND �� r � F j g (NEADERS) 3°x 0.13I"NAIL AT 24"O.G. BOTTOM STAGGERED ON \ .,� 9"14 GAGE STAPLE AT 24°O.G. OPPOSITE SIDES i`� ` I � �y� �a � 2-2od CAMMON(4°x o:192°) FAGE NAIL AT ENDS AND AT �� w� �rn � g 3-3"x 0.131"NAIL u a EAGH SPLIGE - 3-3"14 GAGE STAPLE r� �o m' }° Iq.GOLLAR TIE TO RAFTER 3-IOd GOMMON(3"x 0.148") FAGE NAIL � ��e �\ � 4-3"x 0.131"NAILS �- , 4-3"14 GAGE STAPLES � 20 ROOF RAFTER TO 2-BY RIDGE HFAM 2- 16d GOMMON(3 I/2°x 0.162°) , � 3-3"x 0.131"NAILS TOENAIL OR FAGE NAIL � 3-3"14 GAGE STAPLES � 21.JOIST TO BAND JOIST 3-16d GOMMON(3 I/2"x 0.162'9 I 4-3"x 0.131"NAILS FAGE NAIL � 4-3"14 6AGE STAPLES � (GONTINUED) � � � � � � R � � I � � ' � I JDA Ol/21/IS REVISED PER CAMMENTS � ����«�������a�� REV BY DATE DESGRIPTIDN � . I THESE PLANS WERE DE516NED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDIN6 GODE,BUILDING FOl�'� _k�$�[c' � , OF 140 M.P.H. , � u �yq �/ � I p BENNETT BUILDING 6Y3TEM5 • � ' * D TE: O6/29/IS SHEET s �F i OI I�� �. �I/OO I Ol� f`�.�- END 6ABLE SHED PLANS *�• * ,1 L1�/'�yt N BY: GNO � q�n�pb3l M5�19034 K5o 21198 DIXON EN6INEERING,ING. I66o olxoN Al�lr�ROAo =v: � ¢' �; nu�uSTA,�A 3o9ob �9: ,ST E :��u� / GF�GKED BY: TAD .���� , SGb 2'1592 NGa 035985 GAp 0343"il STi81GTURAL ENGINEERItYi AM7 P6PEGTION-fAA BI95 pF{pNE:I-4"I8-552-11"I'1 i O•.,,o ��% ��" � WJu 0"11936 TXu 104353 MDp 40905 10410 MAIN STREET , SGALE. AS NOTED ' PAu p�qppq VAa 045593 1WJNOTOSA55A,FL 33592 FAStENINCs SGkIEDULE '�,�isS��R i C�,,`p W.O NO: 530-021 5 OF 21 �� TNa 112161 FLa 34222 VOIGE:813-982-9bB5 FAX:813-982-230fi ..-- nf/111i919 , ---- --- — � Ai�EA FOk'. APPROv�I. 8��4Mi�3 ( ��►�'��NI�lC� �C�I��uL� �f�� ' i GONNEGTIDN FASTENING°'�` LOGATION ts > >a ! t��P��J�� , PART��EBOARD 5Uh B�FLQOR,ROO AND 1t2�AND L'E55 ���8"x 0.113"NAII.� ���"���f�'+�i�� • � � WALL SHEATHIN6(70 FRAMING) I 3/4°Ib GAGE'" � � I5t32°TO I9132" Sd GOMMOht tROOFS IN IIO-140 � vase MPH EXP'B") c SIN6LE FLOOR{(,�7MBINATIUN 19/32"TO 3/4° bd°OR bd� b INGH O.G,ED6E5 AND � g, INTERMEDIA7E,4°O.G.AT \ � � 5(18FlGJOF2-UtdDERLAYMENT T4 FRAMINC�) 2 3J8"X 0.113"NA(�" GQMpQNENT AND GLApDIN6 � '�' � � 2"Ib 6A6E" EpGE STRiP��ZONE 3 ^� y i � `I/8"TO I' 8d` [REFER TO FI6URE 30.5-I OF 7 -- I � l.Il8"TO 1 114° lOdd OR bd° A���] � `� � � �� � 3/4"AN17 LE55 bd° c° ��t�bm j $ `I/b"TO I" 8d° 3'T � �0 4 � � t il8"TO I It4" IUcW OR Sde F R 23.PANEL 51DIN6(.70 FRAMIN6) I/2"OR LE55 6d� � '�ro � 5fb° 6d� �� Q„ I 24.FIHER60ARD SHEATNIN69 I%2" NO.II 6A6E ROOFtNG NAILh � ca'+ A � 0 6d GOMMON NAIL(2"x o.113") a P � � Np 46 GAGE STAPLE� ;° p' �'' � � 25r32" R"p.fI GA6E ROOFIN6 NAIL" `ry q�� �; � bd CAMMQN NAIL(2 I/2'x 0,131") � � NO 16 GAGE STAPLE� I a � � p, GOMMON OR BOX NAILS ARE PERMfTTED TO BE USER EXGEPT WHERE OTHERWISE 57AFED � � b. NAILS SPAGED AT 6°O.G.A7 EDGE5,12'AT INTERMEDIATE SUPPORTS EXGEPT b°A7 SUPPQF�'75 WHERE SPANS AR 48"OR MORE.FOR ' � NAIUNG pF WOOD 5TRUGiURAL PANEL AND PARTIGLEBOARD DIAPHRAGMS,AND SHEAR VQALLS,REFER TO SEG710N 2305.FBG.NAILS FOR YdALL SHEATHiidta ARE PEl2MITTED TQ SE GOMMON,BOX OR GA51N6. � c. GOMMON OR DEFQRMED 5NANK(bd.-2°x O.i(�°;8d-2 I/2"z 0.�31";IOd 3'x O.I48°). � d. GOMMON(bd-2"x 0.113";6d-2 I/?."x 0.131";IOd 3"x p,14f5") ' � e. DEFORMED SHANK(bd-2"x oJi3';8d-2 U2°x O.t31';!Od 3"x 0.148'9. �. F GORR051dN-RE5l5TANT SILIIN6(bd-1�Ib'x O.IOb";&d 2 31S'x O.I28°}OR GASIN6{bd2"x Q.094°;f5d 2(t2"x O.Il3°)NAtL. � � 9 FAS7ENER5 SPAGEP 3"O.G.AT F�CTERIOR ED6E5 ANp 6°O.G.AT INTERMEDIATE SUPPORTS,WHEN USED AS 51'k�UGTURA�SHEA7HING. ' � SPAGING SHALL 6E 6'O.G.ON THE EpGES AND 12"O.G,AT INTERMEDIA7E�AIPPOR75 FOR NONS7RUGTURAL APPLIGATIpNS. I � h. GORROSION-RE515TANT ROpFING NAILS WITN'Jt16°DIAMETER NEAD AND i 112°,LENC�TH FOR!12°SNEA7NING ANT?I 3!4'GEN6TN FOF2 75(3" a SHEATNING. � I. GORRb51DN-RE5157ANT STAPLES WITH NOMINAC l/I6"GROWN OR I"GROWN AND I I/4"LENGTH FOR I/2"SHEATHING AND I I/2"LENGTH FOR 25l32"SNEATHINCo.PANEL SUPPORTS AT 16"(20°IF STREN6TH AXIS IS THE LON6 171REGTION q�THE PANEL,UNLE55 OTNERWISE MARKED). FOR RQQF SNEATHItS6 APALIGATIONS,8d NA1C5(2 It2"x O.II3"}ARE TNE M3NIMUM REG21tlREi?FOR V�OD STRUGNR;4L PANELS. � ^ �. 9TAPLES SHALL HAVE A MINIMUM GROWN WID7H OF 1116° � I. FOR RQl7F SHEATHING APPLIGATIONS,FASTENERS SPAGED 4°O.G.AT EpGES,8"O,G.AT IN7ERMEDIATE SUPPC7RT5. j � m. FASTENERS SPAGEP 4"O.G.AT EpGES,8"O.G.A7 INTERMEDlATE SUPPOR75 FOR 5118 FLODR AND WALL SHEP.7HING ANp 3"O.G.AT•EDGES, 6"AT IN7ERMEDIATE SUPPQRTS FOF2 ROOF SNEATNIN6. ! JDA 01t211t9 REVISED P�R•GOMMENTS n. �ASTENERS SPAGEp 4'O.G.AT EDGES,8"AT INTERMEDIATE SUPPORTS. `,1,���������' � ,� � i'� REV BY DATE DESGRIPTION , � THESE PLANS WERE DESIC�NED IN RGGORDANGE S^IITtf TH�20(4 FLOlZIDA LUILDI2�C�GQDE,BUILDIFlC�FOFj�`' 6L�'�� �_�F !40 M.P.H. � 0 3 2 ' D TE: �6/29/15 � ������ i�. �I�C�� �.�. B�NN6TT BUILDINCx" SY57�h15 *�' •',k'� _.. 5HEET i � END GABLE SHEO PLANS �—} �� RAWN BY: GNO � AL�3D&3i M5�i9t}39 KSi 2liQ$ DIXON EN6Ii�IEERING,iNG. I6&D DIXCkt AIRLINE ROAD --n; � �l� ��` f� _ 5Gu 275q2 NGW 03�185 GAu 0343'II STRUGtUtAL E�kilNEfftltG AM7 ItY�PEGiION-fAA 8145 rvK�tiSTn,Gn 3oao6 �9� S TE ;tu. GH�GK[D BY: TAD ��;G�9 � r�an i�z-r�� F���szz vo�ce,s��ax-�aas Fn�c:a�-4sz-2� FASTERll1�3GHE�UL� ��i ' .,�` ` v�o No• 5.. '�"' ' � WV�071936 TXp I0q353 MDtt 40905 I pA10 MAIN 57REET PHONE.I-4'1H-552-"II"I'I %O�'•, t4� ��° PAb ff19IXi5 YA�045593 TNONOTOSA�;A,fL 33592 � O R 4,,.•' � LE� A5 NOTED ' 9 A) � S ' 30-O2I b OF 24 , �IAlll�tl I __ _ AR6s FOR APPROvAL STAMF'S 000 ;�g �3 3� 2x P.T RIM A� ���� ��r � d015T 66 f 9 - �PP�C3l��E� °'`D�N 2x4 WALL 5TUD5 AT 24" ����'�!r'}�� 2x4 BOTTOM � 2x4 PT S.Y.P #2 (?a-2x OR 4x6 P.T O.G.WITH DOUBLE S111D5 pLq7E PULLIN6 BCOGK S.Y.P ��I OR+�2 SKIDS EVERY 48"O.G.WHEN i :o�o II II II II il n n ii ii � ATTAGHIMG WOOD OR ;fl N 2x P.T J015T5 AT I6°OR 24"O.G. GOMPOSITE hOOD / I � (SEE FLOOR�015T SGHEDULE ON STRUGIURAL WALL PANEL. 5/8"OR 3/4°J ; (SEE WALL 5T11D SGHEDULE PLYWOOD OR � I w SHEET A-13) ON SHEET A-13} '1/16'058 � � i � i�u��� DEGKING y;�} ' Q � .E' rv�'d'(V 's � 6'-O'TO Il'-9" � y /�� i b'-O"TO 23'_9" \ '� � � 6'-O"TO 29'-9" a' �;,'r � � . b'-O"TO 34'-3° c �` � � �LOO� �RAMINC� PI.A�RI 2 �LOOR D�Ck f��AN ��� �� ��4�� ' � A-I SGALE.3/Ib"=I'-0° / � � s A-I SGALE.3/I6"=I'-O" � � I � NOTE: /�I °%� ' � I. DOUBLE N1ALL S1lJD5 SHALL BE FASTENED �,"7� ! p� TO6ET1-IER PER F.B.G.FASTENING SGHEDULE. ` � Q'' � � 2. EXAMPLE DRAWINGS ARE OF A 20'LEN6TH UNIT � � D� � � 3 DOOR AND WIMDOW LOGATIONS MAY VARY � —— �9 QQ`o j� � ------------- - °� .� � � ---------------- SLOPE � 2x4 TOP PLATE SLOPE ' �; 2x RAFiERS AT � �3 24°O.G.(SEE FND � $ 2x4 S.Y.P �I 6ABLE RAFTER I � PURLINS AT SGHEDULE ON � 24"O.G. RIDGE SHEET A-13) � 5 � '���__' PRE-ENGINEERED � � TRUSSES AT 24" __ � O.G. SLOPE ffi SLOPE ------------------ � ————————————————— i � 2-5 _ � p�_b ' � A-6 END GABLE WITH RAFTERS W ���� NOT TO EXGEED 14'-O'IN LENGTH � WITH A-TW1r.�` 4 CAI/� I /�*� R�b� �R�MINP� PLAN � 3 ���� r���IIVb� �k.�41V A-I SGALE:3/16'=I'-O" I JDA Ol/21/IS REVISED PER GOMMENTS A-I SGALE.3/Ib"=I'-O" ,,�����e�ee�'��� REV BY DA7E DESGRIPTION ;� THESE PLANS WERE DE516NED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDIN6 GODE,BUILDING FOfyi`� .l�8L��4 •, �UST OF 140 M.P.H. i � . 0 3 2 z " : - D TE. Ob/29/IS SHEET , � °fi����� �, �I X�� �.�. BENN6TT BUI�DINCs SY9T6M5 =*r � � � END GABLE SHED PLANS _ � * , r �� D WN BY GNO AL=3063'1 MSp 1q034 KSa 21198 DIXON ENGINEERING,ING. i66o vlxoN AiauNE Pnno =�a: •.��` A „ SGA 21592 NGu 035985 GAu 034311 STPJ1G71,RAL EN61t�ERING AND 115PEGTION-c0A 81'�5 nuG1YTA,en 3aia6 �0�...�T � OF � / ����D 8Y: TAD ls� f���� �' NNu 0'IIA36 TXu 104353 11Du 40905 10410 MAIN STREET Pr+oNE:i-4ie-552-�m • ✓ SGALE: AS NOTED � PAF O19009 VA�045593 THONOTOSA55A,F L 3 3 5 9 2 ���i S�' �R�•'�•���, W.O NO• 5 3 0-0 2 1 l OF 21 � TNu 112"161 FL�34222 VOIGE,813-982-9885 FAX:8I3'-�02-2306 PLOOR AND ROOP PRAMINC� PLANS . S/If1111„ O _ _ _____ -- — i AR�A FO(2 APPROVAL STAMP3 i . ; iz s " �S.OI FOR 8�WALL A-8 �o�� ' �I 2x4 OP PLATE � �� i «�i.�����dE�" 1 20 GA,x 2"STRAP ,.+ �p � r i INSIDE AND OUTSIDE q ���°"U���9�6 ' I � i i OR 3"STRAP ON ONE fy_� � 8 2x RAFTERS AT 2'-O" _ � � � SIDE OF ENDWALLS � O.G.(5EE SIDE GABLE � o i I TYPIGAL.ATTAGH Ep 32° EQ. � RAFTER SGHEDULE ON m � � � STRAP TO V�UIERE IT � �, SHEET A-13) � q i I GROSSES SNDS Wl(2) � � �o � � 8d NAILS 11'P � '� / � 2 i i 2 J� a �, A-5 RIDGE I � M _8 nJ� � � 1 � � � � � �.'� � SLOPE SLOPE ,..... .'.,.. ....._ ,,,... �o- l c v�t3 z, I b2 2r 4a`a�o � — ------- -------- A-9 d" 'p 'o�`d � 5'-II"5F�D ENDYJALL 5'-II°SHED ENDWALL 7 �' SIDE GABLE NU RAF7ER WITH NO OPENING WITH 2'-8"DOOR OFENING S I � n R00� �1���11NC� PLAN ,� UJ�4l.l. �R�MINC� n WALL �I�A�11NC� � � �,��� � � p A-2 SGALE.3/16"=I'-O" A-2' SGALE:I/4'=I'-O" A-2 SGALE.I/4"=I'-O" �!1�/ � yC`' I � N2T€ s�� �a ���' I a FOR ALL FASTENING bF FRAMING � MEMBERS NOT NOTED ON THIS �� QQ`� m ; �' SHEET REFER TO FASTENING � �' ' I SGHEDULE ON SHEET5 G-4 THRU G-b �' � � �3.03 FOR 96"WALL � �. 3.19 FOR 81°WALL 0 � � 20 6A.x 2'STRAP � ' � INSIDE AND OUTSIDE 2x4 KING n OR 3"STRAP ON ONE 4 S111D TYP 4 I SIDE OF ENDWALLS a-7 A-7 0 I � TYPIGAL.ATfAGH - 2x4 JAGK � � � STRAP TO WHERE IT EQ. 48" r EQ. SiUD 7YP E . 60" G! � GR055E5 5TUD5 W/(2) � � 8d NAILS TYP. � 48"HIN6ED 60"HINGED OR 2 i � OR ROLL-UP ROLL-UP DOOR , A-8 I � DOOR � s � � � �� 'f'-II°SHED ENDWALL 'i'-II"SHED ENDWALL 'I'-II"SHED ENDWALL 1� WITH NO OPENING WITH 4'-O°DOOR WITH 5'-O'DOOR � � e UJ�1�1� FRA�MINC� n UJA�.� PR�4MINC� � UJ�41�� �R�4MINC� � � A-2 SGALE:I/4"=I'-O' A-2 E�GALE.I/4"=I'-O" �-� SGALE.V4"=I'-O" I JDA Ol/zV15 REVISED PER CAMMENTS � � ��������������i� _ REV BY DATE DESGRIPTION w THESE PLANS l^lEf2E DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING FOFy�`� .� �� F 140 M.P.H. � o • ' TW O�Ir�� r�. �I?`OIeI P.�. BENNETT �UIL�INC� SY87EM5 :*.' 3 C �i+ ATE• Ob/29115 SHEET � � i [ND GABLE SfiED PLANS � ; � "]�' pRAWN BY GNO� 1 ALu 3ob9"I MS�1903d KSp 21198 DIXON ENGINEERIN6,ING. I660 DixoN AI2Lit�2oAo A. � 5G�2"1592 NGa 035985 GAu o343'II 51RLe11RAL BY,UffRIN6 N7D IIYPELTION-CAA 8195 AiK�USTA,eA 30906 �� ;'�� LHEGKED BY: TAD ./S ee , �' hVa 071936 Txr 104353 MDs 40905 10410 MAIN STREET PNo�:i-4�a-55�-�in pp',,�T ;• . �.ee� a PAn O19009 VA�045593 iHONOTO5A55A,FL 33592 ��' , q R� .G,�� `-��E: AS NOTED � TNb 112"Ibl FL�34222 VOIGE:813-982-9885 FAX:813-982-7306 FRAMINCs AND ENDWALL 6�TAILS �isS/�" l���� W.O N0� 530-021 8 OF 21 , 4nm��• - - � i Af2EA FOR APPROYAL STAMPS ' i ��2 242 FOR 96"WALL "' �p g _ 1 3.02 FOR 81'WALL fS�Dy ' 20 6A..x 2°STRAP "�f'�"If������9f I INSIDE ANA OUT5IDE A� Pi��l!�'��8�1'� OR 3"STRAP ON ONE �-� 4,� 7V � SIDE•OF ENDWALLS EQ. -Q. 48° E ER I � � o TYPIGAL.ATTAGH i � � STRAP TO WHERE IT �- �+ ,- a- GR055E5 S1VD5 W��2J ,{ � g� � � 8d NP.ILS 7YP 48'HINGED A-8 ,� � � DOOR LL-UP ,� � ! � � G� ae� I � l�;� ``+' � �ti� s� �7 � � ... ` C�� I � 9'-II"SHED.ENDVyAI-L 2° 9'-II"SHED ENDWALL '� " WITH 4'-O"DOOR � q p J � W'IITIHA NIOI OPENIN6/�p��,1 p III^ p pp� ►�I/� d' i� o�r`.p j � � W�hb.4. ���il 1�1�84�F 2 W�4�� �i��l I�IVVF � a A-3 5GALE.I/4°_,I'-D° A-3 SGALE.I/4°=I'-O° � �� �F i '� �1 �4 � �OTE: `� � s FOR ALL FASTENING OF FRAMIN6 �`� � MEMBERS NOT NOTED ON THIS � �i cQ' � � SHEET REFER TO FASTEN�N6 12 °'� ' � � SGHEDULE ON SHEETS G-4 THRU G-6 2.10 FOR 96"WALL 4ro �0 0 i j� �2.63 FOR 81"WALL � �aQ �3x � � , 20 GA.x 2°STRAP INSIDE w AND OUf51DE OR 3"STRAP , �' ON ONE 51DE OF ENDWALLS 9^ 4 TfPIGAL.ATfAGH 57RAP TO � s A�� 60" . EQ , � WHERE IT GR055E5 STUDS I � Q. Q �. o W/!2)8d NAILS TYP , _ i `a � — ` � r. �- 6 � � I � 60"HIN6ED OR � ROLL-UP DOOR � i a i�, 9'-II'SHED ENDWALL II'-5"SHED ENDWALL � � WITH 5'-O"DOOR WITH NO OPENING i � 3 lU�4l�L �R�4MINC� 4 UJA�L �R�QMINI� � �3 A-3 SGALE:I/4"=I'-O" A-3 SGALE:I/4"=I'-O" I JDA Ol/21/IS REVISED PER GOMMENTS � ,�e�U���� h�� REV BY DATE DESGRIPTION � � . � I �• THESE PLANS WERE DESI6NED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING FOf�`� ��€ �� �UST O O M.P.H. � 0 34 �, ATE. 06/29/15 SHEET �;����� � �I��� �� BENNET7 BUILDINCs �aY�7EM5 '*; I DRAAIN BY� GNO s END GABLE 5HED PLANS � �`` � �-6i( l�� 6 I660 DIXON AIRLINE ROAD GHEGKED BY: TAD �..y!� pLe 3063"I Nbp 19034 K5A 2II98 DIXON ENGINEERING,ING. q��57A,�A 30906 '9�.�� S OF �� g 5G«77592 ��035905 GA�0343"II STfaG7UtAL EN61t�tING N�D I"SPEGTIOt1-fAA 0195 pHo�.i-aie-s52-im ��i��'.� �� � SGALE. AS NOTED � VNu 0'11936 TXu 104353 MDp 40905 10410 MAIN SIREET �� �•�R•••' �� W.O NO� 530-021 9 OF 21 o PAu 0"19009 VAn o45593 TFIONOTOSASSA,FL 33592 ENDUJALL D6tA�IL�a ��isS " .. •�, � TNu 112761 FLn 34222 VOIGE:013-982-9885 FAX:813-982-2H06 +�p���p I i � ----- -__ _ � ; � � ; Ai�EA FdR APPF20vAl. StAMPS ; ._ ........ . I �12 2.I0 FC1R qba}NALL , i �12.63 FOR 81"WA�L �� ��a ' I {�yryp� /y 0 � 6{W1f'"("8 51.9 6"��54 �i 4 ��Lllldd�4F� � � P'-"I EG2. Q. , p'-� 60" E . EQ. � Q EQ. EQ. . Ab" EQ. EQ. r � r t �, q � �. 48°HIN6ED 4 `� 012 ROLL-UP A-8 6t3°NINC�ED C)R s R � € DOOR ROLL-UP pOOtZ ��, / � c �e� ! :� J'y � � .... ,.,.n � ,� a II'-5`SHED ENDWALL II'-5"SHED ENpWALL �,�' �f� � }N(TH 4'-0°DOOR SNITH 5'-O"DQOE2 �c �m�yn � � � U1A�L �i2A�M(NC� f� WAL.L. Pi��4i'�I(NC� � � w 4� o� � A-4 SGALE:I/4'=I'-O" A-4 5GA E.I/4°=I'-O" / �c � �: FO A�L FASTENlNG OF FRAM(N6 �1 �'� ; g M[MBER5 NOT NPTED ON 7HI5 1` I $ SHEET REFER TO FASTENIN6 � a�'' q � � SGNEBUL.E ON SHEETS G-4 THR!}G-b �, ��' -F ( � . q`� �a,Q 8� � �f:,s _,,,,...,,�.�� Q' ��� I .� � 5 6,7 i � A-7 A-"I i � Q. Q 't2" E EQ. qb° i � F p ' I � � � i � l2"HiN6ED OR 96"MNGED OR � � � ROLL-UP DOOR ROLL-UP pOOR , � � � i i s � � � II'-5°StiED ENDY{ALL II'-5°BHED ENDWALL _ � � k WI7N b'-O"POOR Y�llli�lAPiIONAL 8'-O'DOOR I � � W�4Ll. �RAMINC� � UJ�,I.L PI��MIRlC� � I � A-4 yGALE:!14"�N-O° ' A-4 SGpd.E:414"=i'-0" ; , � i .1DA O'tJ2ItI5 REVISED-PERGQMMETiTS � ,,��pu urq�� REV B'( DATE DESGRIPTION i � � �' THESE PLANS YQEt2E DESIf7NED 1N AGGORDAt�GE Y`iITH TNE 2054 F�ORIDA BUILDINC�Gf1DE;BUILDINC�FOF�.`� . �+L� .. M.P.H. � " �'°}��("��� ,�,. ��x��, �.�. BENN�TT 6UILDING 3Y8TEMS ?*;� 422Z � : '�• abl2vis SHEET '' �' END GABLE SNF.t7 Pl.At�5 = ' * °? � _ DRAKT!BY: GNO � q�#30b37 h�t4034 K5�2IIq8 i>IXA�7 EtdG1NEEf23i�6,ING. I6b0 DIXON hiRLtNE ROhD � A s 5Gu 27592 NGu 035995 GAa 0�}3"II 5TR11GNRN-Ek51lEEWNG AM7 INSPEGTION-GOA 8195 AUGUSTA,Gn 3oostob �' STA F .��u! GNEGkED BY: TAD .L3.s� ' � WVa 0"II9�6 TXs 104353 MDtl 40905 10410 MAIN 57REET �ONE:i-aie-5S2-ini � �•..,�_ ,: � ��4 �� , -� PA�.0790d9 VAd 0455R3 THC�40TOSA55q FL 33�1?. �. � `'-��.�. A5'NOTED • �, 7N�II27b3 FL�34222 YOILE:8I3-982-4885FAX:813982-23J6 ENLaUTALb L?�Tr�IL�'v ���i`sSf}"pl 11�i�, W.O NO_ 530-Q21 IO OF 21 ►hnnH 2a RAFTERS(SEE 51DE 6A6LE AREA FdkT APPROvA4» 6TAMP3 R,4FTER SGHEDULE,SNEET A-13) 36_48°-5IA-? ��b�T 60°-bIA-� 12 4 A-"I 094-3.15 F012�I"WALL A_� 96"-7/A-'1 �O15-3.0 FOR qb°WALL p�yg��'j��'r�1 �y 65F*lA�6-l9'.J L'���r99 h7lhlDpW 51ZE MAY VARY.NOT Q TO EXGEED SIZE SHOWN. � ��L�„t����j` '��-, ,.-„-..-.,,.r.�.�,�,..,,, I � � - OPi Ix4 S.Y.P �2 BELT RAI� � 2 "MIN i .: A-1 36"O.G.FOR tY�E W/DUTGH , 48",60"OR qb" "' � � `o - 18° 2.96" 18" m � � � 48" Ib" LAP 2q GA PANEL FASTENED 22.375' 2 .3"1 ' I i � yy!{31 0.131 x 3"NAIL5 AT � o m �'f ��' � EAGH STllD � z ' � , � � i i, �' s � n � 20 6A,x 2"STRAP ON " 2 � -'Ou� Q �� 7 `� � Pa ONE 5lDE OF 5lDE �" {y i t I �� � �' WALLS F02 ALL � �� � WIDTH511'PIGAL „ : -. ? o roc��` I ..., ..., _.: � ,..,. 2 m �' �Q � i'�INDOW AND DOOR A-`i �" �}1 0�` � 2x Ft.pOR JDISTS r �� ! " II'-5"SNED END}KpJ.L LOGATION MP.Y / a WITH 4'-D"DOGt2 AND WINpOW 51DE GABLE VARY \ 4� I � ��`1 UJ�4�l. FR�AMINC� �_1U�4�L. ���4MIi�C� � r, �. � � A-5 SGALE:Ilk"=I'_�° FOR ALL FASTENIN6 OF FRAMIRG ,�`°' � A-5 SGALE:I/4"=I'-O" MEMBERS NOT NOTEP ON THIS ,(� ¢�'' C�, I � SFiEET REFER 70 FA57ENIN6 4 .S� .,,.�.,,._,�Y„_.,,_ SGNEDULE ON SNEETS G-4 THI2U G-b ;� ,� �3 ` O 4 � ' � 51DING 5EE SHEARWALL TABLE �� a'R �>' $ �-�- ON 5HEET A-II FOR NDTES AND 094-3.15 FOR 81"WALL � � a "' .._ ..—_ FA5'f'EN1N6 �O 15-3.0 FOR q&"WALL Q ...,... --_ � ..... �._...,.ti�..�.,,,_ � y - i � SEE DETAlLS ON SNEE7 A-IS FOR � � DO�t2 FRAMIN6 ELEVATIONS. I � � s , I E �, - - , {5 0 � m � v s � a EXAMP�E"I'-I I"� 9 BUILDIN6 SNOY�(Pt .. . . : .. , .. : _... a � I � 5IDE 6A6LE �; END GABLE � 3 �L���/A'TIG7N 4 �L�YAtI�N � A-5 SGALE.ilk'_��-Da...� � �: A-5 SG,4t�.1t4"=I'-0° � I JDA 0712I/I5 REYiSED PER GOMMENTS � ������������J i� REV BY DATE DESGRIPTION � � ,5 THESE PGANS YVERE Dc'SIChNEI1 IN AGGORt?ANGE Y�tITH TNE 20I4 FLORIDA BUILDINCa GOF?E,B�IILDIN6 FO�`� Q�6 �� • � ,T OF I40 M.P.H. � ������ � ����� �� B6NtJ6TT 6UILDINCz SYBT�MS ?*;� ° 3 2 _ A7E. o6/2q/IS ,SHEET r ENo GAB�E 5HEp PLAtS _ � - DRAWN BY: GNO � Alu 3t763'i M5�19034 KS+�21Iq8 D3XON ENf�1hIEERiN6,ING. Ibb6 DI%ON AIRLINE ROAD � X s 5Gu 2'i5q2 NG�035985 GA�p34371 STRUGIl.f2W.EMGIf�EWNG MID It�PLTION-GOA 6145 AWUSrn,aA HpSob '9�. S T F ��. LHEGKED BY: TAD L1.e� 9 � WVu 0119?h 7Xn 104353 MDs 40905 10410 MAIN SiREEi �oNE�I-41H-552-"1177 :fJ'•, ,� � F� a PA�0790a{VA�045543 THOI+(?TOSA55A,FL 33542 �� a . � `-�a1-E• A5 NOTED ' � TNu It27b1 FL�39222 VOIGE:8I3-q62-9S85 FAX:Si3-982-2345 ��,�V,�T�a� ����}�5�3�.� ��i�S • .••�'Cl��' SN.Q NO: 53Q-02I �) C?� 2) �nnn�� 12 3:�9 FOR 5�-ii° AREA POR APPROVAL StAMPS 302 FOR 9'III° QI 12 --- . 2.10 FOR II'-5° 263 FOR 81"WALL ��� 2x4 PURLIN FASTENED ZJO FOR 96"WALL ��A����'(��9p � W/C3}0.131�x 3'NAILS � 2x4 TOP ��y�; q� q �tlp� i I � AT EAGH TRU55 i i PLATE ya�1,y�.l,�k��1`�,� . � _ I I t I � I i PRE-EN6INEERED i �2x RAFTER � � 1 TRU55 � � � s � I I � I I � � I I � I I � w ,� � � 6 � � 1• r � � ' ' ' ' � i i i � � y �. � � � � h � _ ' __� �j � I � ti� .� ....... ,...:. .�.... ,..... • .c o°' �x END GABLE � II'-5"END GABLE � �0 4�� WITH/P�RE-EN6AINEIERED iRU55 p`-a WITH/RaAFTERS A-q � 0 4 �- �j1 ��V�I�I�I EXAMPLE II'-5" 2 ���/�I�N �F $ A-6 SGALE.I/4°=I'-O" BUILDIN6 SHOWN A-6 SGALE:I/4"=I'-O" ' � i7 � FOR LL FASTENING OF FRAMIN6 �� � � �, MEM8ER5 NOT NOTED ON THIS n m c°i �SHEET REFER TO FASTEPIIN6 v � g. SGHEDULE ON SHEETS G-4 THRU G-6 �° o m 12 �2 p � �' � 3.02 FOIZ 81"WALL 3.19 FOR 81"WALL �2 � 8 �2.42 FOR 96"WALL �3.03 FOR 96"WALL �4.05 FOR 96°WALL � S 5.0�FOR BI°WALL � � ^� f 1 f 1 � i i i i i i � � i i i i i � = i i - i i _ i i i i i i � � � � � � � m i i ' � m j j � I i ,— I I ' � � I I � I I � I I � , s j j I I I I I M i b I I � � � � I � ,..... ,.�,.. � ' .._. ,..... �J1 ..... ......J' I '� R � � 2 I � ��, q� A-9 A-9 { 9'-II",END GABLE l'-II"END 6ABLE 5'-II'END GABLE � � win�w��s wrM w4r-r�Rs win�Rn�a� � 3 ��etio� 4 �ECTION 5 ��cTioN ; � � A-6 SGALE:I/4'=I'-O" A-6 SGALE:I/4°= I'-O" A-6 SGALE.I/4°=I'-O° I JDA OV21/I5 REVISED PER GOMMENTS , s �p�►����������� REV BY DATE DESGRIPTION , � � ', ,� THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING FO�`� . �� ffi� , �U� 140 P.H. � � �I��I°�I�� �c. DIXON �.�. BENNETT BLIILDIN�s gY5TEM5 :*;' ° 3 2 � �i �A o6/z9/I5 SHEET ; �I � i ENv GABLE SHEv PLANS _ ; I � D N BY: GNO � ALu 30631 M5�19034 K5b 21198 DIXON EN6INEERIN6,ING. 1660 olxoN nlrzLlr7�ROAo =-fl: � AU6U5TA,�A 30906 %9:. ;[U: LHELKED dY: TAD � 5�u z75qz NGa 035905 GA�034311 STf81GTUR�L ENGII�ERING AND INSPEGTION-GOA 8195 hNk 0�1936 TXA 104353 MDfl 40905 10410 MAIN STREEi PHot���'`F�e'S'Z-i��� '��'•T ��•�� SGALE. A5 NOTED ' � PA��O1q009 VAu 045593 hIGN0TO5A55A,FL 33592 �i��Si••. R�,:'C� ` � TNp 112761 FLp 34222 VOIGE.813-982-9fi85 PAX:813-982-2306 GROSS-SEC?ION DETAILS ♦ S/;" "' � W.O ND• 530-021 12 OF 21 q�liTf�� i 1 _ -------,._.__.___�_._ -- -- -� I I � �4REA POR APPROvAL S7AMP5 � 2x FLOOR.J0157 (3)-�Sx3"WOOD SGREWg � AT Ib"OG OR(U-3/8"x4"LA6 Rp � �E9 (2)P.T 2x4 SGREW,TOE-NAILED AT @��� ? SKID EAGH JOIST TO SKID et g� 9 �ry' `�� �„p.G• OR 2x6 GONNEGTION p��y{�.��t��'�9�'L��.�',p.��� � Cl'1.��!.E�i!@�1 t�I � c�" \2�.�'• ' � � I � SPLIGE AT 4'-0"D.G.WI7H(6) � ,�' �0.120x3"NAILS EAGH SIDE. SKID TO JOIST 00.120x3"'NAILS �TYP�1 3 ����I� ! ' •\/ � �' � 12"OG A-1 SGALE:I'=I'-O° G� a I � STAGGERED b" ,F � ;�� 2x4 LAID (2)-2x6 WITH I/2" J d i � (2)-2x4 OR 2x6 S.Y.P p2 P.T FLAT GONT PLYWOOD L�� *� 1 g BUILDIN6 SKID (3J O.f3I0x3"NAILS EAGH FILL Q, c U�r 1 pq .p END OF HEADER ALL (6)0.131mx3"'NAILS EAGH END c '�`a`". � ��� I�Ot I�1�I� •• ENDWALLS 3 WNEN PANEL OF HEADER ALL ENDWALLS b ���' ��' I g A-� SGALE:I'= I'-O" 51DING IS USED IN 51DE WALL WHEN PANEL 51DING IS USED IN �°d a �,j (5)0.131 x 3"NAILS EAGH 51DE N1ALL \\/ � '�� I � END OF HEADER WHEN S7EEL (IU 0.131 x 3°NAILS EAGH END ` �,� � J���y „,��N:ti PT 4xb STRAPPIN6 IS USED UNDER OF HEADER WHEN STEEL �1� � ��y •,��� ALUMINUM OR STEEL SIDIN6 STRAPPIN6 15 USED UNDER � ¢`' I � 'C SIDE WALL HEADER ONLY �� 2�'� m ALUMIMIM OR STEEL SIDIN6 a a '�-��' WINDOW/AOOR � (2)2"xb I °i' `a`� ¢; � " HEADEqR�/51LL DOOR NEADER Q 4`II Qq � 4 ��i�l� d^ e '� SPLIGE AT 12"O.G MININR1M WITH A-"i SGALE.1/2'=I'-O" A-"I ��E•I/2I�I'-O" `�a' � (6)b0,120x3"NAIL5 EAGH SIDE. g' �NP� (�)-2x4 LAID � (4)-2x4 LAID � I I/2"NOTGN {4)0.131�z3"NAILS EAGH END F $ OF NEADER ALL ENDWALLS 6 (8)0.131�x3"NAILS EAGH END $ WHEN PANEL SIDING IS USED IN • OF HEADER ALL END'NALLS 8 4xb S.Y.P n2 P T � BUILDIN�Gq SKIDp 51DE WALL WHEN PANEL SIDIN6 IS USED � 2 I�OI I��icl� � (8)0.131 x 3'NAILS EAGH END � IN SIDE WALLS OF HEADER WHEN STEEL (14)0.131 x 3"NAILS EAGH � A-'1 SGALE:I"=I'-O" 5TRAPPING IS USED UNDER END OF HEADER WHEN STEEL ALUMINUM OR 57EEL 51DING STRAPPIIJG IS USED UNDER � SIDE WALL HEADER ONLY ALUMINUM OR STEEL SIDIN6 g NOTE. Q 51DE WALL NEADER ONLY � FOR ALL FASTENIN6 OF FRAMING MEMBERS (2)2"x4"FLAT (4)2"x4"F NOT N07ED ON THIS SHEET REFER TO Q ���BER � ����DER FASTENING SGHEDULE ON SHEETS G-4 THRU G-6 5 I� �� ��,t A-� SGALE I "=I'-O" A-7 SGALE.I/2"=I'-D" , � NOTE: I U5F IBA FROM FASTENING SGHEDULE FOR �. � ATTAGHMENT OF BUILT UP HEADERS ���� e��� I JDA 01/21/IS REVISED PER GOMMENTS ' ����° /� �� REV BY DATE DE5GRIPTION � THESE PLANS h'ERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDIN6 GODE,BUILDING FO�`� ,k�5L��� 140 M.P.H. o ' ' i � `�}���,�,� �, '����� �,� 6ENN�TT 9UILDINC� SYSTEMS :*: ° 4�;*-` DATE. Ob/29/IS SHEET � END 6ABLE SHED PLANS � 9" I ALu 3063"f M5�19034 KSn 21198 DIXON EN6INEERING,ING. I660 DIXON AIRLINE ROAD � ' * til,N� DRANW BY: GNO h � � SGr 275q2 NGu 035985 GA+�0343'll STfd1GNRAL'ENbINEERING AND INSPEGTION-LOA 8195 a�uST�,�A 3oaob %y'. � :(u` LHEGKED BY: TAD L1.m� € WV�O11936 TXu 104353 MD#'40q05 10410 MAIN 57REET PHot�:I-41e-552-11r1 � + a PAu 079009 VA#095593 THONOTOSA55A,FL 33592 ��•�' . ���� SGALE. AS NOTED p� � TN�112"161 FLA 34222 VOIG[.813-9b2-9885 FAX:813-982-2306 DET�,ILS �i��,s••.O R 1,..��,��� y,�0 NO: 530-021 13 OF 21 � �nun�� -- - - - --- -- 1 (3)0.131 X 3°NAILS 33 K51 STEEL STRAPPING PULL BLOGK ATTAGHED W/(b) AREA F012 APPROv�4L 3TAMP5 I FROM STUD TD Q 2x SPLIGE MUST BE WRAPPED AROUND 0.131 x 3"NAILS AT EAGN � pe 6 , I SPLIGE GONNEGTOR- GONNEGTOR AND ATTAGHED TD END � SKID � BELOW J015T A5 SHOWN lYPIGAL. a��a � 0 0 0 o ATTAGH USING(4)8d NAILS �kiB'Vt17 -/2"WI�E BY 3/4° Ra���1�����f� I INTO SIDE GRAIN OF OR I-I/2"DEEP NOTGHES p� g nf 00 0 0 0 0 oa MEMBERS AND(2)INTO TOP ENTIRE LENGTH OFSKID TO ���y�,+'�yy� � GONTINUOUS 2x PLAN VIEW OF MEMBERS AGGOMMODATE FLOOR ' PRE EN6INEERED N Q .1015T5 IF RFQUIRED(TYPJ TOP PLATE 'fRU55E5 OR RAFTERS � � A�� GONTINUOUS 2x m � � TOP PLATE 2x4 P.T FLOOR JOIST W/ (2)0:131"�x 3"GUNNAILS \ 'g � INTO EpGH SKID G� � tr, I I(1 ry � r4 � I � 5 P 2x4 P,T.END JOISTS , �, 48"LONG 2x END WALL 2x4 J015T5 TYP. A7TAGHED WITH IOd NAILS ., i SPLIGE END OF SKID AT 8°O.G.STA6GERED � :r� s� GONNEGTOR +A I }° °� � +s 2 ��I�i�8� '�`rT I � c W A L L S T U D S S P L I G E L O G A T I O N (8)Ibd NAILS A-8 S G A L E:I I!2°=I'-0" d'ro ;P`° ,� EAGH 51DE OF i � ALTERNATE SPLIGE Q END WALL 33 K51 STEEL STRAPPING F A T I � EXTERIOR ATTAGHEO AS DESGRIBED IN ( �� � 51DING DETAIL 2/A-8 TYPIGAL. '��` ,c � � n g� Q I � '�'� a D (2)2x6 P.T END JOISTS ,ry o'� �s �i ATfAGHED WITH IOd NAILS p�° � ,� `' � AT 8°O.G.STA66ERED AND e � NU(2)0.131"Q x 3"GUNNAIL5 �1'`� �S INTO EAGH SKID a g' � �° 'u SPLIGE LOGATION SIDE WALL � �"x 6"x 0.036° END WALL 2x6.IOISTS TYP GALVANIZED ��*ER/CANNEGTION END OF SKIDI ' � SPLIGE LONt�GTION STEEL PLATE 3 D�I t�1I� 4 D���I k� �Py I �L'f'�II OR EQUIYALENT A-8 SGALE.1 I/2"=I'-O° A-8 SGALE:1 I!2"=I'-O" F+ f� � A-8 •SGALE:1 I/2"=I'-O" TYPIGAL FASTENING U51N6 8d GOMMON NAILS. � � USE(2)8d NAILS INTO 57UD ON EAGH SIDE OF i � NOTES: MEMBER AND(2)8d NAILS INTO TOP PLATE j I.3"x b"x 0.036"PLATE.OR EQUIVALENT SHALL BE FASTENED TO EAGH TOP PLATE i s' WALL OR SEGMENT OF WALL Bl'(6)8d NAILS OR EQUIVALENI;PROVIDED WALL S111D 9 THE RAFTERS,JOISTS OR TRU55E5 ARE GENTERED OVER THE STUDS WITH A STEEL STRAPP I � TOLERANGE OF ND MORE THAN I"PER 230892.1 OF F.B.G. 33 K51 STEEL STRAP NOTE � ATTAGHMGNT TO TOP PLATE ;; */� FOR ALL FASTENING OF FRAMIN6 MEMDERS � 5 D�I t�I� NOT NOTED ON THIS SHEET REFER TO I � A-8 SGALE:1 I/2°=I'-0' FASTENING SGHEDULE ON SHEETS G- G-6 I JDA Ol/21/IS REVISED PER LOMMENTS � ��1° �� REV BY DATE DESGRIPTION I � � ��' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING FOF�`� BLE � T O 40 M.P.H. � � �. � � T����� �. �I��� �.�. BENN6TT BUII.DINCs SY5YE1`15 :* b 3 z ' DATE� ob/29/IS 5NEE7 , ��' i END GABLE SHED PLANS � � L•. �� RRAWN BY� GNO ' s AU�90637 M5�19034 K5n 21198 DIXON ENGINEERIN6,ING. 166o vIXaN AIRLINe rzoAv :-o •¢� � � /� � SGu 2�592 NG�03�i85 GA�0343"il S1qG1LRN_EkGIt�RING N�D IN:fEGTION-COA 8I95 NK�uSTA,6A�09ob LNEGKED BY: TAD .!1�� � pie■1 �% .�' WV�O"11936 TXxi 104353 MDtt 40905 10410 MAIN STREET PtioNE�I-41b-552-1117 ����• OF :���� SGALE: fi5 NOTED � PA�O19009 VAa 045593 T1i0N0T05A55A,FL 33592 ��?�I�� �i��,, •.,O R 1 ��y`�•` yy0 NO: 530-02I 14 OF 21 � TNa 11276I FLa 34?22 VOILE.813-982-9885 FAX:813-982-2306 4men� � 2�GA STEEL PANEL l/I6"OSB OR LYW00 HEATHIN6 ����+�OR AFPROVAL� STAMPS tW 3DR2' NALS � ��� 1"" ��"'"'""`���'��V� 6 OTGEN NDFEILD AND ED ES NAILS AT �_ �ff�p RAFTER NOTGHED AT 4"D.G.AT WITH ASTM D 1158 GLA55 H OR ASTM D d51 R PRE-ENGINEERED TO REGEIVE TOP 6ABLE ENDS AND �Sy PLATE 3161 GLA55 F ASPHALT 5HIN6LE5 OVER ����D���LFi9t EAVES DESIGN AS ESGRIBEDMUNDEtR GENERAL ���,��I����f�°�' � (5)-m.120x3"NAILS 12"xIS"20 GA.STRAP WITH NOTES 12 THRU IS ON SHEET G-3 � FROM TRU55 TO p�q I.�S'STAPLE OR � � STUD EQUIVALENT-4 STAPLES INTO (�)-m.120x3°NAILS .� TOP PLATE AND 4 INTO 5'ND FROM RAFTER TO OR STUD �' SIMPSON H3 OR EQUIV WITH 2x RAFTERS(5EE RAFTER SGHEDULE, `� I ,�`� SIMPSON H3 ON (4)8d NAILS INTO EAGH SIDE. SHEET A-13) t`�'' q �. INSIDE AND (STRAPS AND'TIES MAY BE y� j � OUT5IDE PLAGED PLAGED ON INSIDE OR �� ` n � DIAGONALLY p�JT51DE OF S111D) "1 '' s WITH(4)8d x IS" • �� � NAILS INTo SOLE ° � ��� � PLATE AND(4) STUDS � INTO STUD �1h n r¢� C`�, ��� � `T/r". F Y � \� � � PLYhi00D OR OSB WITH � „w, �.113x2 3/8"RING SHANK � °' a m g NAILS AT b'AT EDGES,12° 12"x1.5'20 6A.STRAP � D � � � � O.G.IN FIELD WITH C�119 I.15"STP.PLE � > > � 310"x4°LA6 SGREW OR EQUIVALENT-('I) 2x FLOOR JOIST o ¢` � I S AT 24"O.G. STAPLES INTO SOLE 7 �Q*' � BETWEEN STUDS 2x FLOOR J015T PLATE/RIM AND(l) 2x RIM JOIST '�' FROM BOTTOM STAPLES INTO 5TUD � PLATE TO RIM 2x RIM�OIST s � (4)�.120x3" RAFTER NU OPTION `"��' NAILS FROM RIM S�+TRA/P�PIN6 AT FLOOR TOFLOOR.lOIST T�R+US��+ 2 7�V�ION � I J�V�I oN A-9 SGALE.3/4"= I'-0" , � A-9 SGALE:3/4"= I'-O" NOTE. ' � I. SIMPSON OR EQUIV TIES AND STRAPS MAY BE PLAGED ON INSIDr UR OUTSIDE OF S111D,WITN THE EXGEPTION OF THE H3 GLIP OPTION GONNEGTING THE SOLE PLATE g TO STUD,WHIGH MUST BE PLAGED ON THE IN51DE�ND OUTSIDE OF THE SlUD g 2. GLIPS,STRAPS,AND SGREWS SHOWN ARE FOR USE WHEN ALUMINUM OR 1000 VR , �' SIDIN6 IS AMP�PLIED TO BUILDING �IDiFG�.RN IN6 FROM TOP PLATE Q � , � 3. FOR ALL FASTENING OF FRAMIN6 MEMBERS NOT NOTED ON THIS SHEET REFER TO ;� FASTENING SGHEDULE ON SHEETS G-4 THRU G-6 I � EE DETAILS 2g3 ON SHEET A-10 FOR OPTIONAL SEE SHEET A-5 POR OPTIONAL BELT IL � � TUD TO FLOOR SYSTEM ATTAGHMENT FOR USE WITH 2q GA STEEL PANEL DI I JDA Ol/21/IS REVISED PER CA`4MENT5 � ��� � REV BY DATE DESGRIPTION �' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING PO�`� . �LE�� • �UST OF I O M.P.H. � � ,�Ay C�Jq BENNETT �UILDINCs SYSTEMS :*: ° °Z DATE. Ob/29/IS SHEET � ������ ^' �I�@�� �'�' END GABLE SHED PLANS � � {( � DRAWN BY: GNO � ALu 3063� MSu 19034 K5n 21198 DIJ(ON ENGINEERING,ING. 1660 DIXON AIRLINE ROAD ' � A ; SG�27592 NGu 035985 GAu 0343'11 57W1GTURAL BJGINffRING N91tY�GTION'-LOA8I95 rvK�U57A,Gn 3o9cb �S7�; S OF .�u GIiEGKED BY: TAD 1�s� �' WV�071936 TX�'104353 MD�40905 10410 MAM 57kEEf PHO�`€:I-41H-552-7177 %O'•, :�� ��d ��� � PAp 079009 VAA 045593 THONOTOSl55A,FL 33592 �� O R�,.:'• �` `'-�ALE. AS NOTED f TNn 112"I61 FLn 34222 VOIGE:BI3-9B2-9885 FAX:813-982-2306 U1ALL S�GTION �ET�QIL3 ��is, j�""" ���� W.O NO� 530-021 IS OF 21 i 4�fin�� ---- _- -� -_ --- -___ _ i �REA FOR APPROvSL STA�MP3 ; 29 6A.5'fEEL i PANEL , � NOTE. �"' � 24'x 1.5"20 GA. FOR ALL FASTENING OF FRAMING MEMBERS ��� STRAP WJ(9)pl9 I.'15° � NOT NOTED ON THIS SHEET REFER TO dsp �y �/ i9 � STAPLE EAGH END OF PRE-ENGINEERED FASTENIN6 SGHEDULE ON SHEETS G-4 THRU G-6 6'�iR�ll�F!�� i STRAP FROM P05T TO T�`-� Q D�C,�'�J���� • �, TRU55,WHERE THERE � IS NO POST STRAP (2J 0.120 x 3"NAILS j PERMITTED TO WRAP TOENAILED FROM METAL DRIP EDGE � �' AROUND TOP PLATES. TRU55 TO PLATE O w/0.113 x 2°NAILS j � (2)�8 x 3°WOOD AT 4°O.G.AT � ! �. SGREWS 6ABLE ENDS AND PA�L STEEL �'�.� I � U5P STR11G111RAL EAVES �' � etr i ' GONNEGTORS 24°x I.5'20 GA. STUDS � " ' �, PAU44-TZ HI6H 4"x4"P05T STRAP W/(9)I I!2"IOD /� ` � PRE-EN6INEERED -J ` i a GAPAGITI'W/5/8" NAILS EAGH END OF � �r a LAG SGREW INTD STRAP FROM POST TO TRU55 ti c uv � .�15T5'AND(12)Ibd TRU55.WHERE THERE '`} -- �m g'° � NAILS AND(2)I/2" 15 NO POST STRAP (2)0.120 x 3"NAILS A-10 R'`°C r� I � BOLTS INTO POST PERMITTED TO WRAP TOENAILED FROM y � I TYP.TOP AND I Yq"DEGK BOARDS c s' AROUND TOP PLATES. 7RU55 TO PLATE OR 8 FLOOR DEGKING b� ; � BOTfOM 2"X6"BLOGKIN6 (2)�8 x 3"WOOD \ � i � SGREWS / � i 1 q � -- STUDS 2x FLOOR J015' y p (4)d.120x3" ----- --- ^ m'' °' E a ,p � NAILS FROM RIM �� ��' � P �', I TO FLOOR J015T Ai7AGHMENT � �a 2x RIM J015T € 2x RIM J015T �8X2'GALVANIZED 5 �'�t�`r��N � zQq a j � PORGH `-�REWS,(2)AT EAGH A-10 SGALE.3/4"=I'-O° � i � ATTAGHMENT �NNEG710N BOTTOM PLA7E ��CTION SECTION H�NT II � � 2 � ;ti A-10 SGALE:3/4"=I'-O' A-10 SGALE:3/4"=I'-O' m � � 14°x1.5"20 6A.57RAP � � WITH I Y2"IOD NAILS � � OR EQUIVALENT-3 3/p'X4°LAG SGREW AT NAILS INTO RIM,2 �.120x3'NAILS AT 12" � NAIL51NT0 BOTTOM O.G.INTO RIM J015T 24"O.G INTD RIM JOIST i b PLATE,5 NAILS INTO STUD ' � 2x FLOOR..bIST ' � n b �1' �!' �f'—� y. WALL 5111D5 � � FLOOR DEGKIN6 2x RII-1 J015T i � OPTIONAL STRAPPING BOTTOM PLATE � 3 STUD TOq BOTTOM PLATE AND RIM 4 T�OIR�^*��5�i�TA�j I ���`I'ION I'I..fi1V GW � A-10 SGALE.3/4"=I'-O" � � A-10 SGALE.3/4"=I'-O" I JDA Ol/21/15 REVISED PER GOMMENTS � � ���d���� ��qi� REV BY DATE DESGRIPTION � ' � THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING FOF�`� . �L��� • UST O 140 .P.H. ' � 6IV I B�NNSTT_BUII.DINCs SYST�MS �*: / °/�y�42 . � � DA : Ob/29/IS SHEET � c�x ������ �• �I��' v i �•�• Et�GABLE SHED PI.ANS � I ' * � BY: GNO g ALa 90631 MSp 19034 KSY 21198 DIXON ENGINEERING,ING. 16ho vucoN nlrzu�ROAo =�; 1 :�� A + . � SLp 21:A2 NGi�035A85 GAp 034311 S1RI,LIURAL EWiINEERltbS AND 111�iPELTION-LOA 9195 AUGUSTA,GA 30906 %��, \glq, p F ;[t�� GNEGKED BY: TAD f�� I� � � W�n 0"11936 TXu 104353 MDr 40905 10410 MAIN SIREET �+of��i-ai8-552-7n7 :O•.�� �•�� r� 16� � PAu 0'f900q VAs 045593 TW�NOTOSASSA,R 33592 �� R� SGALE: AS NOTED � TN�Il2ibl FLp 34222 VOIGE.6139H2-9885 FAX:8I3-982-2306 WALL 9�GTION D�TAILS ��isS���"'����'� W.O.NO_ 530-021 16 OF 21 mm��� a __ �__—' —_ _-' __-` SRE�POR APPROVAL STAM�S i � �H�A�RlU�4LL GH�Rt ��� � � WALL LENG H BY MATERIAL. a�t�y�������s7 I BUILDING OPENIN6 o.iq awMiNur-i' 7/Ib"O.S.B. 5/8"LP DUTGH LAP 29 �t,f♦,e�/���'� i � WIDTH WIDTH OVER STEEL UNDER VINYL SMAFL751DE �q�Z"TI-II4'9 6A PANELS 5/Ib" Ziq�o PREUSION OVER STEEL GEMPANEL6•9 Q I �� STRAPPIN6 51DING•• pANEL3•�•9 STRAPPIN6 � ; � NONE � � 5'-II" Il'-q" I'1'-9" Il'-9° I�'-Q° I'I'-9" ��' � ��' 3'-O"MAX. ID'-0" ��! ri � NONE �� `=% a, � �. IS'-10" i' % �a � ti , l'-II" 4'-O" 23'-q' 23'-9" 23'-9" 23'-9° 23'-9" 14'-O" f Il�'� _� � :� c i �; g�_O^ �O�'��� � �� I � NONE �� c�' � � � 9'-II" 4'-O" 29'-9" 29'-9° 29'-9" 29'-9" 29'-9" IQt-ID" �roc � s�`�� ' o ` 3 5'-O° 16'-0" !^� ��F� � NONE \1� � �, s � 4�-�" 22'-10" � � ��_3,� ��_3� �� �7� d' � II'-5" 5'-O° 34'-3" 34'-3" 34'-3" ` � `� i� 6'-O" 18'-O" O $`o ��.. � 8'-O" 28'-D" 32'-0" 12-p p � q7 S � NOTES: � S.pNEARWALL I. O.I9 ALUMIMIM DUTGH LAP SIDING SHALL BE FASTENED USIN6 N8 x 3/4°WOOD SGREWS AT 5 I/2"O.G.ALONG FRAMING AS PER MANUFAGNRERS s � I���� 2. l/IbGOSB SHALL ERFASTENED US N�G 8d GOMMON OR EFORMED NAILS AT IbGO.G.IN FIELD AND 4"O.G.ALON6 ALL PANEL EDGES EXGEPT FOR � A-II SGALE:N.T.S. l'-II"WIDE BUILDINGS WITH 5'-0"DOOR OPENIN6 FASTENING MUST 8E SPAGED AT 6'O.G.IN FIELD AND 3"O.G. 5 3 5/8°LP SMART5IDE PREGISION PANEL Iq0 SERIES SHhLL BE FASTENED USING 8d GOMMON OR DEFORMED NAILS AT 6'O.G.IN FIELD AND 3"O.G. � ALONG ALL PANEL EDGES. t 4. Iq/32"TI-II SHALL BE FASTENED U51NG 8d GOMMON OR DEFORMED NAILS AT 6"O.G.IN FIELD AND 4"O.G.ALONG ALL PANEL EDGES � 5. DUTGH LAP 29 GA PANEL SHALL BE FASTENED U51N6 a8 x 3/4°WOOD SGREW AT b"O.G.IN FIELD AND EDGES BASED ON MANUFAG7URER5 � SPEGIFIGATIONS. _ 6. 5/Ib"GEMPANEL SHALL BE FASTENED USING bd GOMMON NAILS AT 4"O.G.EVERYWHERE � l. 8'-O"OPENIN6 IN ENDWALLS REQUIRE ADDITIONAL 20 GA x I I/2°STRAPPING FASTENED TO ENDWALL FRAt�11N6 INSIDE OR OUTSIDE AS SHOWN IN $ ELEVATION DETAILS TO AGHIEVE 34'-3"LENGTH IN II'-5"WIDE BUILDINGS � 8 WINDOWS AND DOORS MAY BE LOGATED IN EITHER THE SIDE WALL OR ENDWALL.DOORS ARE PERMITTED TO BE IN BOTH ENDWALLS OR ENDWALL y ID6'1Nfit-L�1 ME1�-6.1 IMEN510N IN SIDEWALLS LL BE BftSED ON THE SHEAR , 8 Qj WALL HEIGHT TO YVIDTH RATIO OF 3.5:1 AND SHALL NOT EXGEED(7J3)OF BUILDING LENGTH. 9. FLASHING REQUIRED A7 HORIZONTAL AND VERTIGAL ABIITMENT JOINTS 5[E TYPIG;4L DETAILS ON SHEET A-14 � 10 INSTA�L WATER RESISTIVE BARRIER GONSISTING OF I LAYER OF ISLB FELT PAPER OR OTIIER APPROVED MATERIAL WITH FLA51�IN6 15 AS I � DESGRIBED IN NOTE 6 PER FBG 14042. � �_ I JDA O'1/21f15 REVISED PER GOMMENTS g ��������������i� � R€ Y DATE DESGRIPTIOIJ �' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA EUILDING GODE,BUILDING FO�`� .�E �� • �UST OF 140 M.P. . � � �'����� � ��j��� �� BENNBTT BUILDINCs SYSTEMS �*;� 2 DA D6/7_9/IS 5HEE7 � END GABLE SNED PLN5 � ; * � � AWN BY: GNO ' � ALn 30637 MSn 19034 K5n 21198 DIXON ENGINEERING,ING. 1660 DIXON AIrzLINE 2oAo �b; :�� J� n SGe 21592 NG�035985 GAa 034311 STp.�TURAI.ENGI�EEWNG At�MSPEGiIGN-caA 81q5 nv�usrn,GA soaob �Sy: g T ;t�� LHELKED BY: TAD .Lb ns �1 {�N O11936 TXu 104353 MD�40905 10410 MAIN STREET PHONE:I-41e-552-111� �O•. � ,:Ui� 9�� � PA�0�90�J9 VAu 045593 THONOTOSASSA,R 33542 �� R 1... SGALE. AS NOTED � TN��II2161 FLu34222 VOIGE.813-982-9885FAX:813-982-2306 SH�AR UJALL TA�L.E ��isS��' "" � WO.NO: 530-021 17 OF 21 �, rere�m� � ._.___ �.- - —_--.--- ��E�FOR APPROVA,L S7AMP9 � ; �E-SN6INEERED ^ �@•�9 I d��PP��'�Ea" � - �I������� � 3 4'x4"P05T (2J 2"XA°TOP PLqTE � � QA-14 GONTINUOUS FRAMING TYp. 1 5 � QA-10 SIM. ENDWALL A-10� 5"f11D5 � Q + � � A_'O � Q� � �� i $ � �a � �' (� �� s 2x F�pOR.IG35T ? w� �a�' 1 V4"PEGK BOARp ,..�} �v � IYP. `i 7 ro`t7 � �� r 4u I � ` 38�� � 8 �.` �' � � b'-O°PORGN ATTAGHMEhIT BUILDING SEGTION 1-�� 'U .u7 � 5lDE YNtAI.L �'� i +�� j � p�+ORG�HaFr�IZAMINA6�AETAIL �`, b ¢' � � I e7�V I I�IV �c` a�' � � A-!2 SGAL�:914a=I'-O" L� �2� �,� � Q � � d � �� OPTtONAL ( i � 6'-0°F'L7NGH , A ' � 1 I � � �3 , � i � � � ! � a f HQ�: � I. 5EE SHEETS A-9,AND A-10 FOR i PtlRGH FRAMING PLAN ATTAGHMENT DETAILS. -� 2. 5EE SHEEt A-I FOR ANY � �'t�RCH Oi��'ION FRAMIN� PL�1N INFORMATION NOTE t�K1 r��� � �on o-rrzil�s s�v�sEo F��z corir��rs � � �4-12 SGA�E:N.T.S. ,,`���IIII� ���� BY DATE DESGRIPTION �' THESP Pl�ANS WERE.DE51t�NED I21 AGGt3RI7AhIGE.WITH THE 20I4 FGORIDA S(1ILDINC�GODE,BUILDIN6 FOSy�`� Y� +�� ST OF(40 M.P . ' s � � TIW'I�PiOI�� �. �IX�N, �.E. BENNETT BUII.DINCz �aYST�MS �*; ° 2 ' N� DA : pb/29/IS 5HEET � END 6ABLE SHED I'LANS *E/J �y�� A4N1d BY: GNO ' AL�3063't M5�lq034 K5�21198 piXON ENGINEERING,3NG, t66o plXou AIRLttSE t2�aAo J[ , n SGa 21592 NGxi 035q$5 GA�i?34311 S1R11�TURA1 ENGIIEfRINb NJP MSPEGTION-CAA 91q5 AUC�t�tA,�A 300�t0b �'. p� �� LNEGKEd BY: TAD .L1.��� = Wdp 0�1936 TXu 104353 MD�40q05 Ip410 MAIN STREET PHONE:I-4ie-552-1111 i O�•. •w� f�0f� � ' a PA�OT900q VAW 04�`A3 il-I()NOTOSA55A,FL 335Gi2 ,,� ''c �R` : � � `.�GA1-E� A5 NOTED � � ��ii�7�i Fi��222 vaice:e�s-aez-�aes Fax�eE�-gea-23o� }'O�CH FR�Qh11NCs DETAILS •,�ss••.....•• ' �v w.o xo= s3o-o2i 18 oF 21 _�_ ,rmu�� ' i - - � __--- — -i � AREA FOR APPf20vAL `aTAMPB � ���� i 67/!F'i B-�iA'tl'F:&4'D i F"�B_. ��.74.r1.9iYI�PU� � I � ��� Gr���� ���Y�� ��iH��u�� ����� ����� �J�s������ i � RAFTER SIZE MAXIMUM BUILDING L�NGTH BUILDING WIDTH MINIMUM J015T SIZE � j (24 in O.G.) 5'-II" 2x4 S.Y.P #I OR �2 �' �' � � 2x4 S.Y.P. #I 6-q" �, � `� ; � � l'-II"� 2x4 S.Y.P �I OR #2 =' � 2x6 SY.P �I ��'_2" q'-IIi2 2x6 SY.P. #I OR #2 �� ��e� � '" 2x8 S.Y.P #I 12'-10" ' i3�4 #I OR �2 s� } ���" s I I-5 2x6 5 Y.P. ; � 2x10 S.Y.P. �I 15'-I" �� ' o`� ' No�s: �'s I � I. 5YP ul W/l/Ib"OSB FLOOR OR 5/8°PLYWOOD FLOOR REQUIRED � �' WHEN J015T5 ARE SPAGED AT 24"O.G. � ` +� ' � 2. SYP�I W/l/I6"OSB FLOOR OR 3/4'PLYiVOOD FLOOR REQUIRED �� � WHEN JOI575 ARE SPAGED AT 24"O,G. �' I Q� ' � 3. 5YP NI W/l/16"OSB FLOOR OR 5/8°PLYhOOD FLOOR REQUIRED � D� ;� I B WHEN.1015T5 ARE 5PAGED AT 16"O.G. = � ' � 4 SYP KI W/5/8'PLYWOOD FLOOR REQUIRED WHEN JOI5T5 ARE a� ° � m � �i ' : 5. FLOOR JOI5T5 ARE DESI6NED A5 ONE PIEGE,NO SPLIGE SHALL BE e R PERMITTED � � s - "^'"''-�-�'_....� i � U1�4LL �°PUD �CbEDUL� � � MAXIMUM STUD LENGTH ' � STUD 51ZE � (24 in O.G.) � 2x4 5 Y.P. #I 8'=0" ! L,rt I % t� � � � I �' �y S ' s � I b ' � I JDA O1121/IS REVISED PER GOMMENTS = �������������i�� REV BY DATE DESGRIPTION � , � ,� THESE PLAN5 WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BIJILDIN6 GODE,BUILDIN6 FOf�`� . ��L��� • ��US 0�-146 .P.H. � ������ � �I��� �� 6�NN8TT BUIL.DINCs SYSTEMS :*,' � ° 34 =11p« DA . O6/29/IS SHEET � f' i �END GABLE SHED PLAhS C � � � ALu 3063"I M5n 19034 KSy 21198 DIXON ENGINEERIN6,ING. 1660 DIXON AIRLINE ROAD N BY: GNO J� �ro� ;[y� GHEGKm 8Y: TAD 13 w ��3 5Ln 2"I592 I�u 035985 GA�o343'II STFd�G1UUL EN61rEERIN6 AND IhGPEL110N-CAA 8195 nWUSrA,GA 90906 '9�. STATE �� � G NNu 071936 TXa 104353 MD�40905 10410 MAIN STREET PHONE:I-4i8-55z-ilTi ��� '��� SGALE� A5 NOTED v PAu Ol9Ll�9 VAb 045593 T}IONOTOSA55A,FL 33592 � TNu 112161 FLu 34222 VOIGE.813-982-9885 FAX:813-982-2306 LUMBER SCH�DUL€ �i��,S,S'O R�,.�' a,� W.O Nb• 530-021 IG OF 21 — - �rnnrt - � -- - .. ..___ _ - -� AREA FOR APPROvAL �a7AMPS i 51DIN6 q i APPLY�11LDIN6 PAPER `Q ��a q� WALL 57UD qND TRFAT PANEL EDGES A,PPRC�V�� 51DIN6 WITH WATER REPELLENT �������'�' � SIDIN6 BLOGKIN6 �BLOGKIN6 EU1T � FLASHIN6 SHIPLAP.IOINT (GALV OR ALUMIMIM) REVERSE 80ARD AND BATTEN \ �' BUTT 8 FLASH SHIPLAP ,�3;� QEg � HORIZy..N1^A�LL JOINT (�^�/% ' � � I ��I�1I� WALL STUD BUILDIN6 PAPER ")/� ,�r�i5 '" A-14 SGALE.1 I/2"=I'-D" WALL STUD Thll b GHANNEL � � SHIPLAP 6�0� ^� �1 q'��cN � � Q �� r�c� I � NOTE: �°�q: NAILING OF BOTH PANEL ED6E5 ALON6 SHIPLAP JOINT IS �T I � REGOMMENDED THE"DOUBLE NAILING"15 REQUIRED WHEN /� ,,,4' I � WALL 5E6MENT MUST MEET{^IALL BRAGING OR ENGINEERED � ���T • SHEAR WALL REQUIREMENTS. ry� i�c I FOR ALL FASTENING OF FRAMING MEMBERS W� �R � � NOT NOTED ON THIS SHEET REFER l'O ` ao � I ,� FASTENING SGHEDULE ON SHEETS G-4 THRll G-6 �T WACL.101NT o�° `� � � QQ a � TOP GHORD OF A-214 �,s,LE�;��j/2�-�'-O° � �a I � TRU55 � (7a0.131x3" NAILS TOENAILED � FROM EAGH 51DE � � OF STUD TO TRU55 i � � � 2x4 VERTIGAL I FRAMING AT 48" W i � O.G.MAX Q i � � � � (2)0.131 x 3"TOE � NAILS(TOP P,ND j � BOTTOM) • � � I � � � DOUBLE TOP PLATE I � END YV.pALL AIT OPT PORGH � � 3 ��I'�I1. I s A-14 SGALE:I U2"=I'-0" I JDA Ol/21/IS REVISED PER GOMMENTS � � ���������� ��4� REV BY DATE DFSGRIPTION � i ,� THESE PLANS WERE DE5IGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING FOfyi`� .�$L�9� U M.P.H. ° 34 22 � DA : Ob/29/IS � �� ������ � ����� �� BENNETT BUILDINC� 6YSTEMS ?*.•' = �M� SHEET � END GABLE SHED PLANS • BY: GNO ALR 30631 M5n 19034 KSp 21198 DIXON ENGINEERIN6,ING. IE6o olxoN aauNE aoa� �-o �� J� � SG��2-I592 NGN 035q85 GAA 0343�1 S1fd,G1U�A1.R�NEERING A1ID INSPEGTION-fAA BI95 Au�USTA,G!�30906 %�: �J ,11i� LHEGKED BY: TAD 11� 1� 3 VN#0119,.'6 TXA 104353 MD�40905 10410 MAIN STREET PHONE:I-Ale-552-71't'I %��'•,,� �•�� P� Q � PAp O'19009 VAa 045593 TNON0T05A55A,FL 33592 ' SGALB AS NOTED � T1Ju 112"Ibl FLd 34222 VOIG6 813=982-9885 FAX:813-982-2306 ��T��{.� ,���iSS�� R`���.G� NLO NO: 530-021 2� OF 21 - nmm� — � -- - -- � IaREA FOR APPROVAL STAMPS i i MATERIAL LIST 2.25�.25 TUBE ! Zx3 TUBE p� p (4)"14" (4)14" � � . 1 tl�y � in � (3)31 3/4° � b`7�Y'"6�14l���p,77s (3)38 I/2" 6� (3)35 I/2" (3)28 3/4" r � � (41 8' m � m (4J e" m i'(P. 3/16 m ���aU����:19� 385" 35.5" � d ¢ � � � � � r �/ w �,� i � 7YP. 3/16 {�'� �p� � � N '�`! N � �l ='� � � � .o ,� ,� (_ g'D i � � � m m m J ` r I 'e 6 8 ,�.� �CW U �' � �(- �pC �°tr� i � a y -C�-4 i ,� o � �\ �c°' 9 44S° 41S' 36.25" 33.25° {_� , ,�4°� I � 8"1"x"15"R.0 '105"x'15"R.O 11�l �y I � I ��I�I� FR,4ME � D�*�I� FRAME '1 a� � � I ,a a�' � I � A-IS SGALE.1/2°=I'-D" � A-I5 SGALE.I/2"=I'-O' o� �QQ �� � g MATERIAL LIST � z�' ' � 225x2.25 TUBE m a (2)14�� � (4)8?3/4• 42'15 � TYPIGAL SIDING TO PRAME FASTENING 6"O.G. � � � 352�SGO5 2I50 xE 00 xIIN3/8'STENER I � 2501 56=250 x.100 x 2"HELIGAL I � ; � -y� � m I � � � � TMP 3/Ib j 8 � � � I R 41.25" � i � 48"x�5"RA � I ��I�I�, FRAME i � A-I5 SGALE:I/2"=i'-O" I JDA Dl/21/IS REVISED PER GOMMENTS ; <<���J ������ i REV BY DATE DESGRIPTION i � THESE PLANS WERE DESI6NED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDIN6 GODE,BUILDING FO�`� 6LE - I�� �F 4o M.P.H. ' � � '������ � ����� � � B6NN6TT �UILDINCs gYSTEMS � ZZ �� DATE. O6/29/15 SHEET P � END GABLE 5HED PLANS _ {� � DRAWN BY: GNO � ALn 30631 ht5�19034 KSp 21198 DIXON ENGINEERING,ING. 1660�IxoN AlreuNE aon� - ;, : ' SG�27592 NGn 035985 GAu 034371 S7Fd,GNRAL EtKIrEER11Y AND INSPEGTION-LOA 8195 AUc-uSTn,bA 3atoG E O F LIfrGKED BY: TAD � EER �' NNa 0"11936 TXu 104353 MDu 40905 10410 MAIN 51REET PHonE�I-4ia3s2-lin :O•.�� ;�<u�: � PAtl O19009 VA�045593 THONOTOSA55A,FL 33592 '� , � . � SGALE: AS NOTED • � � ;P TNn 112'ibl FL�34222 VOIGE.813982-9885 FA)c:813-982-2306 DOOR PR�4MINCs ��EVATIONS ���isS ' "������� WO.NO: 530-021 21 OF 21 � ---___....----- ___- ---� ►fq11t111 ' ���� �� . ���l�l��"fi �l� � �i� i�lC� � 1660 DIXON �41RLINE RO?�D � AUGUSTA, G�4 30�f 06 � M�4�tER �NGHORINC� PLAN� - - FOR THE - STATE OF FLORI Dl� ; GENERP�L NOTES. - I. 7HE GONTRAGTOR SHALL BE RESPON51Bl.E FOR VERIFYIN6 ALL EXISTING GONDITIONS. SH��I IND�X 2. THE GONTRAGTOR SHALL BE I2ESPONSIBLE POft GOORDINATING ARGHIiEGNRAL AND 5TRIIGNRAL DETAILS AND DIMEN510N5.ANY - DISGREPAt�lES BETWEEN SUGH DETAIL5 AND DIMENSlONS SHALL 9E REPORTED TO TFfE ENGINE62 PRIOR TO PROGEEDIN6 WITk THE WORK. SHEET-- - - -- - -- - 9. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR EREGTION PROGEDURE AND SEQUENGE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS SHEET TITLE GOMPONBJT PARTS DURING GONSTRUGTION. NUMBER 4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2014 FLORIDA BUILDING GODE.THE WORK OF ALL GONTRAGTORS SHALL G-I GOVER SH�T , GOMPLY WITH 7HE REQUIRB�IENTS 5ET FORTN IN THE AFOREMENTIONED GODE.k0 DEVIATIONS FROM TkE WORK SHOWN OR RFA50NABLY _ IMPLIED SHALL BE UNDERTAKEN WITHOUT THE ENGINEERS WRITTEN GONSENT-A GOPY OF WHIGH WILL 8E FILED WI7H 7HE GONSTRUGTION A-I �l^IIND LOAD GHARTS EXP.°B' , OFFIGIAL. - 5. ANY GHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WITHOUT WRITTEN GONSENT FROM TFIE ENGINEER. A-2 WIND LOAD GHARTS EXP."G' 6. THESE DRAWINGS ARE THE PROPERTY OF THE ENGIt�ER AND SHALL NOT BE USED WITHOUT HI5 GONSENT.DRAWINGS SHALL NOT BE USED A-3 W4ND MAP t LOADING DIA6RAM + FOR 155UE OF BUILDING PERMIT UNLE55 SIG�D AND SEALED BY THE ENGINEER - - 7. THE OWNER AND TNE CANTRAGTOR SHALL HOLD HARMLE55 1NE ENGINEER FROM ANp AGAINST ALL LIABIUTY GLAIMS,DAMAGES,L055E5 A-4 GROUND ANGHOR SGHEDULE AND EXPENSES INGLUDING LEGAL FEES ARI5ING OUi OF OR RESy.TING FROM ERRORS OR OMISSIONS IN THE PERFORMANGE OF THE WORK A-5 BllGKLE ANGHORING GHARTS EXP.B i B'(THE GONTRK.TOR. THE DRAYIINGS SFIOW THE GENERAL ARRANGEMENTS AND EXTHIT OF 7HE WORK.AS THE WORK PROGRE55E5,THE OV`A�ER AND THE GONTRAGTOR,AT t�EXTRA G05T5,SHALL MAKE MODIFIGATIONS TO MAKE THE PARTS ALIGN. A-b BUGKLE ANGHORING GHARTS EXP.'G° 8, DO NOT SGALE DRAWINGS,ALL WRI7TEN DIMEN510N5 GOVERN. 9, TNE GONTRAGTOR FOR THIS PROJEGT SHALL INGLUDE ALL MATERIALS AND LABOR REQUIRED TO GOMPLE7E TNE TOTAL PROJEGT.THE A-'I BUGKLE ANGFlORING DETAILS � GONTRAGTOR SHALL FURNISH AND PAY FOR ALL MATERIALS,TOOLS,EQUIPMENT,LABOR MAGHINERY,TRAN5POR7ATION,HEAT,WATER, A-8 AVTRM-6 ANGHORING GHARTS EXP."B' UTILITIES,AND ALL OTHER FAGLITIES AND SERVIGES REQUIRED FOR THE SAFE AND PROPER EXEGITION AND GOMPLETION OF THE WORK. ,' THE ENGINEER SHALL BE 7HE INTERPRETER OF THE GONTRAGT DOGUMENTS. A-q AVTRM-b ANGHORING GHARTS EXP."G° 10. THE DOGUMENTS SNOW ARE AN OVERVIEW OF THE WORK RL-CIUIRED UNDER THIS GONTRAGT AND RELATED REQUIREMEN75 AND GONpITIONS A-10 AVTRM-b ANGHORIN6 DETAILS THAT WILL IMPAGT THE PROJEGT.ALL DRAWINGS ARE GOMPLIMENTARY.THE DRAWINGS GENERALLY SNOW hIE INiENT OF THE OVERALL GOMPLEXITY AND GONGEPTS OF THE PROJEGT,AND DO NOT NEGESSARILY SHOW ALL DETAILS AND GONDITIONS.ALL NEW INTERIOR A-II AVTRX APlGHORING GHART5 EXP."B' GONGRETE SLABS AND FOUNDATION WALLS AND FOOTINC�SHALL HAVE 501L P0150NING UNDER NEW WORK AND SHALL BE INSTALLED BY A '"�' � � LIGENSED CANTRAGTOR IN id0 INSTANGE SHALL FILL MATERIAL AND NAiURAL SUBGRADE MA7ERIAL UPON WHIGH FOUNDATIONS AND/OR A-12 AVTRX ANGHORING GHARTS EXP.°G" 51AB5 ON GR4DE ARE TO BE SUPPORTED BE GOMPAGTED TO A GRITERIA LE55 THAN QSSK OF MODIFIED PROGTOR MAXIMUM DENSITY A-13 AVTRX ANGHORING DETAILS UNLE55 SPEGIFIGALLY pIREGTED TO DO 50 IN Y`IRITIN6 BY A PRO.ffGT GEOTEGHNIGAL ENGINEER. � � II. iHE GONTRAGTOR SHALL BE RE5PONSIBLE FOR VERIFYING AND MAINfAINING ALL EXISTING SETBAGKS,EASEMENTS,AND ANY DEED A-14 OPTIONAL PAD DETAILS RESiRIGTIONS. � 12. THE GENERAL GONTRAGTOR SNALL BE RE5PON51BLE FOR FINAL GLEANUP AND SHALL INGLUDE THE 51TE,AND TFfE BUILDING. THE EZJTIRE PROJEGT SHALL BE LEFT IN A NEW,GLEAN GONDITION. a,,�����u !r ���� e�e�1 p�.;c.. ;D/� o�. �1'� . . �`.;��`. .,`;\,.. S'... .s�, ., � - : `~ �� _ r �- r THOMAS A.DIXON,P,E. � � � = BENNETT BUILDING 5Y5TEM5 �/'�" � DATE DATE, • 'O6/30/15 SHEET ALr 30631 TX�104353 DIXON ENGINEERIN6,ING, + � :. ��� MAST�ANGHORING PLANS DRN BY: 'GNO ' ' 'SGM 21592 VA�045593 51Fd1G1URA1 FNGItS�RING AND i • e', a; 1660 DIXON AIRLINE ROAD GHY.BY:�iTAD__ ' E �F,- �%� WV�071936 FU 34222 It�EGT10N-CAA 8195 !0 0 ': ,' � .:��w AUGUSTA,bA 00906 5�,q�E� ,AS NOTED ��I PAa 079009 K5a 21190 10410 MAIN SiREET �i'���C { ,''� '�� PFIONE� I-4"IB-552-'Tlll -- .- -- —. - 7T{�117l61 GAq 034311 THONOTOSA55A,R 33592 �s� •C 0 5 '•:• \ �`, - - i W.O.-NOi i580-023 . r��o�s�es rro�4oaos Fnx�ei��aeiez� --- -°'0i���NAL�E���`� GOVERSHEET _ .i_or r5 MUJ�RS 1�� I��'H �XP. ��8�� ZONE T�BLE ADJUSTMENT L01�D GOMBIN,hTION YVORKING PRESSURE� F�GTOR2 ��GTOR3 PRESSURE (PSF� A 41.4 I.O 0.6 24.q B -12.0 I.O O.6 -7.2 _ ; E -3�.3 I.O 0.6 -22.4 F -25.4 I.O 0,6 -15.2 1`1�,U�RS 12� 1"1�H ��CP. ����� ZONE T'°`BLE �DJUSTM�NT LO,�D GOM8INATION 1^IDRKING �RE55UR�� �AGTOR2 ��GTOR3 PRE55URE (P5F) A 30.4 I.O 0.6 18.3 ' B -8,8 I,O 0.6 -5.3 E -27.4 I.O O.6 -I6.5 F -IG.I I.O O.6 -11.5 - ' � 1"��UFi�� 11� 1�'I�� ��. ����� TABL� �4DJU5TMENT LO,�D GOMBIN�TION WORKING ZONE PRE55URE� F�GTORa �,�GTOR3 PRESSURE (P5F) A 25.6 I.O 0.6 15.4 - - -- � - - .. - -- - _ . - ---�- -- -- _ . - - -- - - ' B -7.4 I.O 0.6 -4.5 � E -23.1 I.O 0.6 -13.q NOTES: F -15.6 ____ I.O 0.6 -q,4 I. 5EE FIGURE 28.6-I PP�GE 303-305 �e�e*�������s�� IN A5GE7-10. ,,o M�;;: ..;,'D sep 4. DE516N PRE55URE5 SHOWN ?�RE BASED ON 2. 5EE FIGUf?� 28.6-I PAGE 305 IN .e..e°'���%`�_ N�'���.O ° �t,� WORST GASE DE51GN GONDITIONS OF BUILDIN65 FOR ' A5GE7-10. . ; , � FOR WIND VELOGITIES PER 2014 F.B,G. 3. 5EE SEGTION 2,4,1 IN A5GE7-10. ,� ; No � TkOMAS A.DIXON,P,E. - e- ;' *. � ; :. $ENNETf 6UILDING 5Y57EM5 RE�/ BY DATE DATE: ob/3o/I5 SHEET AI.�90697 TX�104359 DIXON EiVGINEERIN6,ING. ��' ` :�� MASTER ANGHORING PLANS ___ ___ _ DRN BY� _GNO___ _ ' SGM 21592 VAN 045593 51RUGTURN_�GIf�RING AND +'�''. .uc:�A- . " 0 F �i!: I660 DIXON AIRLINE ROAD cr�er, rfw � V{Jg 0719H6 FL�34222 ItUFEGTION-GOA b145 �i��• •' e`� AUC�USTA,GA 30qOb ---- � I � T�':!C' ' �-��a PNOPE� h418-552-11"fl `.��E: ASNOTED � PAp 07900N KSR 21198 10410 MAIN STREET doI � e'( ;��..�'. '� `0 -- --- W.O.NO� 5d0-023 1N�I I2761 GA�0343'il T►IONOTOSA55A,FL 335Q2 • �035905 ��4� FAX�81�q02-22�06 �'�is�O'(�p1.�e��o' WIND LOAD GHARTS EXP. °6" - 2 oF 15 _ ' - - - - - - - - - 1'�UJ��S 1�� MPH �Xi�. "C" . ZONE T��LE i �DJU5TME2 T LO�D GOMBI 3P�TION WORKING � PRESSfJRE �AGTOR ��GTOR � PRE55URE (P5�) . !i 41.4 - - �----� -1.21 - - 0.6 - 30.2 - - ' � B -12.0 1.21 O.6 -8.�1 ' - - - ------ - ----- - -- -_ _ _ � . - - - _ � . � I E -37.3 1.21 - -- -- O,6 � -27J � F -25.4 1.21 O.6 -18.4 I I - I Wf"1��7 I G� �i�� ��. II/�I I �I r i , Tr�BLE ,4D�U5TMENT ' LOA�D GOMBIN,4TION�, I^IORKING � ZONE pRE55Ui?E� �AGTOR2 �/�GTOR3 � PRE55URE (P5�) A 30.4 1,21 O.6 22.2 , � '�; B , -8.8 1.21 O.6 - -- ---- - - - -_6.4 E -2l 4 I.21 0.6 -20.0 ----- - - -- - --- - - - --- - ------------- --- --- - - � F -19.1 1.21 O.6 -13.9 , 1`�iI,IJ�RS 11� 1"Ii�H �Xi�. ��C�� - _ - � ._ ____- , - - - - - T,4BLE ' 1�DJU5TMENT � LO�D GOMBIN�TION � INORKING ZONE �RE55URE� ��4GTOR2 ��GTOR3 PRE55URE (P5F) , A 25.6 1.21 O.6 18,� B �! -�f.4 I.21 O.6 � -5.5 . E -23.1 1.21 O.6 -I b.�i F -15.6 I, ' O.6 - - - - - - -11,4 NOTES: _- - - I. 5EE �IGURE 28.6-I PAGE 303-305 d����{�������� :�i� . IFI ASGEI-10. ti�� Mp`S' .:; a / �4s, 4. DE516N PRE55URE5 SHOWN f�RE BASED ON 2. 5EE FIGURE 28.6-I PA6E 305 IN �`,���'��� �E' � ' ' 1� WORST GASE DE51GN GONDITIONS OF BUILDING5 FOR ��'� �' F•� FOR WIND VELOGITIES PER 2014 F.B.G. ASGEI-10. � :� No 42l :j`� :. 3. 5EE SEGTION 2.4.1 IN A5GE�7-10. �= _•. • ,'.. , : DIXON,P,E. __ ; �, � - ,. BENNETT BUILDING SY57EM5 - - DATE�- O6/3o/I5 SHEET TMOMAS A. • � REY BY DATF q[R 3py37 TXY 10435� DIXON ENGINEERING,ING. �� � - � MASTER ANGHORING PLANS --- -_ ----- DRN-BY,--GNO_-_--- SGR 215Q2 VAk 045593 5TWK7URAL BJ6I�RIN6 AND' �� '�, , .-I H I F/.':F ,'/,�� 1660 DIXON AIRLINE ROAD GHK BYi TAD-- V N N O l I Q 9 6 F L�3 4 2 Z 2 I t d 5 P E G 7 1 0 N-L O A 8 1 9 5 i� � �r'r�(/,"a AUGUSTA,GA 30906 S G A L E� /A S N O T F.R ��� , PAa 079009 K5a 211QB IP410 MAIN STREET 'yI*'��.,•, �( �Q`.:.�C���� PHONE� I-41B-552-'Ill'i W,O.NO� 530-029 TN�IIZ761 GAa 034371 ' 1HONOTOSA�A,R 33542 ' ��' ;•'•. � � NG03 85 �»�� FAX�61 8282�5 .P�Ije�O(�JAI.��,���~- WINDLOADGHARTSEXP. 'G" 3 Of �rJ' BTNUGTUflAL OE67GN � ' � _ . ,o� � � o: - . -o _ ,. - , ; �� - , , � � - � ,, � , ,, . ; ��xa: ;11 sos. i i - � i�o. ios i � � ' - 110' 120 . � . :1 ;1_0." �, , . -- � \ 1 r..�' - -- ' . - . \ I . .. , . . _ . . a .:u / . 1 15B e � - ...%�a� , .�w+t-�r,� � - \ i , � _ ... _��,,..�-.s..� �/," '{n"-'. � _� " _ -�i.r1 .,1�3� r ' ` � � f'' �,+..I` � ',s.?>,.�.,,� �� \ -� . �.r''w`, • i /" ' - � 15e 14e ���.�... ,�,;:�.,, -13 � O , 3°, "��.�-,�;;,�,�;�, , � � .. i - - " _ . .` "`_;'�r. 3 0 _ � 130 +.�`� :f'� - - ,-. O O` - �s .. �t Iloe.., ::"T� ' d � .\ � - i 1 1. ruw��n unuir.anw s�u<ana ro� - • ��1 :`,�� TRAN5VER5E - .�m�r.a.�n.u..r.�nd.fu.�n n � rt nr�.m..�eeum�e.t.w.�er c r.t• �� r `� . �,l - � � .�.. . . �, � . - � �. u�.r i�e.nm•noo e.ir.��o.eoo.. lA0'_+�d.;,_.._ 1..� .'_1���_ 'O - _�I f.w�.feaa. ••• :� ' H � a. su.na,w�d.im...a au�a ie. � --. .C.� '36 � . . ' :� Iut cmeor.wll w.n.I..t Nm�vw� ;�li-•,7:• � ;.m ' . - �vMqlNd/'IM'�watd'�n�.. 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Y/M fPK�ercenpoM m�Rofi�nll ' � �-' �O - . ,1 .�g Psaatq a�..�..r..�.a s.r«.e 160� r--'- _ 'I N�t.1i�r�.�i)..wo�.euur•�.r�u. . .�. . � � I� - _ � 170. i� "1?6; ;I �`�-;%'' - � �O��` � - ._ .1 I 1 _ '_ I FI6UHE 160VC ' %.��� ��' � UL7IN�TEDESI�NWINOSPEED9,V��f-0RN19NC�TEOOHYIBUILOINOS�HOOTIEP9TqIlCT1flE9 �� � '.�'-._ � � ' ' • ` /� �/'� � !'` -. . _ -' ��' 18.R0 FLORIDA BUILOINO COOE—9UILOINO,61h EOITIOH(301C) t O - ' ... � , �� } �e��� �` - i`��S _.,:: ���I - �, "_/ , �e '- ,,,, . �- ` � . ��,�o,� � WI ND LOAD MP�I N WI ND FORGE . ` ♦ . �� ' �.^:��... ., - - - - - �.� ...'.G, • . _ `� �-' '� - '• - PRE55URE DI/�6RAM5 � �� �'� '� � '• • :No 3N1�� •- �•'' -- ------ - _ - �. . ,. ��, . � .�r THOMAS.A.DIXON,P.E. �� � � �- * � .' � BENNETT BUILDING SY5TEM5 REV BY DAiE DA7E: 06/30A5 SHE�T ALR30b37 TXr104353^' DIXON ENGINEERING,ING: � "' � ' o . �. MASTER ANGHORING PLANS _ - - _ -_ DRN_BY: .GNO -_ ` i 5Ga 27592 VA�045593 ; S1F�GIU�AL BJGII�ING Atm :�'. ; T,4 . -O F � 1660 DIXON AIRLINE ROAD GHK BY� TAD ~ PAN 019009 K5a 21198 t0410 MAIN STHEET �, • , s �� AWUSTA,GA 30906 � WVp o71Q3b FL�34222 I�PEGTION-GOA 8195 � �'�� '. �,� .. �� _ ALE� AS NOTED ��� , o- + . .• _♦ PHONE: I-478-552-71'll - - , W,O.NO� � iNi 112161 6A�034371 'f}IONOTOSA%A,R 93592 '�I�. • . � Q R;\.' ..• � ��, - - - — -_------ --------- ----_ 5�0-023 � NU 035985 ���� F°�a�8��2� ���'�i,�O N p;1.��;•�` WIND MhP 6 LOADING DIA6RAM i - - " 4 of 15 __ ; Gr'OUND /�NGHOiz SGHEDUL� � MODEL # PART # DESGRIPTION SOIL ' GLA55 ' MI2H5/8 5aOS0 / 48" x 5/8" ROD WITH (I) 6" HELIX � 4A i 5G081 MI2H3/4 5q085 / 48" x 3/4" ROD WITH (I) 6" HELIX 4A� ' ' Sq0�14 � ' MI423/4 5�i128 42" x 3/4" ROD WITH (2) 4" HELIX 4A MI483/4 5a086 48" x 3/4" ROD WITH (2) 4" HELIX 4A MI2H64 �a250 36" x 3/4" ROD WITH (I) 4" HELIX, AND (I) 6" HELIX 4A N/A 5q065 EYE ANGHOR - 48" x 5/S" WITH (I) 6" HELIX 4A � ; + - - N/A Sa045 EYE ANGHOR - 48" x 3/4" WITH (I) 6" HELIX 4A , ' � M607 590qq 60" x 3/4" WITH (I) �f" HELIX 4B N/A 5a040 EYE ANGHOR - 60" x 3J4" WITH (I) 8" H�LIX 4B NOTE: � I. ALL aPPROVED ANGHORS LISTED ABOVE ARE MANUFAGTURED BY TIE DOWN ENGINEERING. 2. THE GONTRAGTOR MAY USE AN APPROVED EQUIVALENT WITH APPROVAL FORM THE EOR. � o,�,r���nu�i���, � , e�o..- p;S;":,�;�Q. I'�is�. ,/ . �� ����;�.0��.`'�N, °�.�.. � , ��4 �. �; �.. :, � �, � I � F�O 4222 �11�� ; 4 � � •�i�r' THOMAS A.DIXON,P.E. � � , '" - � ' 4 BENNETT BUILDING SYSTEMS REV,;BY _DATE DA7E� 06�0/15_ SHEET AL�30637 TXs 104353 DIXON QJGI�ERIFK�.ING. %�' I ' ?�' � MA51'ER AHGHORIMG PLANS DRN 6Y� GNO � " ST/� E_ �(J, 1660 DIXON AIRLINE ROAD 5�R 2'1592 VAq 0455q3 STRULI6RAL BJGIt�ZING AND �. . "� �� - - GHK BY:, TAD - WVw o714�b FLr 34222 IPlSPEGTION-CAA 6195 i�:0 ,'. � : -- ;:�(/��e� AUGUSTA�GA 30�i06 - - l�l PAg 079009 KSk 21198 ' 10410 MAIN 57REET �i'�• � ,%. ��� PHONE, I-4�8-552-71'7� x�E�i.'AS.NOTED ii�� 'M�IIZ161 GAM 0343i1 TFION0T05A55A,R 33592 '�O'�• •� � R'• ��.•:�\ ,e -- - W.O:NO�i;530-023 ' / ♦ MS�1Q034 MDM qpqp5 VOIGE:813�iB2-4B85 I���. -�\;-,�� ' - -- - t7- �=�.��. ti NUo35�65 +,FAX,bl3-9B2-2306 �J� �NA1- ., .o�� 6ROUND ANGHOR SGHEDULE 5 oF 15 SGHEDULES FOR A�NGHORS PLAGED 1��RTIG�L I�lTO GROUNI7 AN17 F,45TENED TO 5K I D WI TH A STRA�P BUGKL� (SHE�T A-7� ,4NGHOi�INC� SCH�I�ULE FOi� UP TO 11� MPH UJINi� SP��D, �XF'OaUR� "B" BLDG MAX � _ NUMBER OF ANGHORS �OR EAGH SIDE WALL � WIDTH SPAGING ��-o^ ���-o�� io�-oN�� iz'-o�� i�,�_o,�; �6�-0° �S�_o„� �o,.o„ �z�-o° ���-o�, �6,-0,+ z��:o�, 3O�=o^ 32�=0�� 5'�tl" 15'-II" 2 2 2 2 2 3 N.A. N.A. N.A. N.A, N.A. N.A. N.A. N.A. l',II"' 15'--I" 2 2 2 2 2 3 3 3 3 N.A. N.A. N.A. NA. N,A, - W`-II" `I3�-9" 2 2 2 2 3 3 3 ' 3 3 3 3 4 N.A. - - N.A.-- 11=-5" 15'-5"' 2 2 2 2 2 3 3 3 3 3 3 3 3 4 �4NGI�ORfidlC� SCH��ULE FOR 111 t0 12� MPH WIND SP��D, �Xi�05UR� "E3" BLDG MAX NUMBER OF ANGf�ORS FOR EAGH 51DE WP�1.L '� WIDTH SPAGING 6�-0^ 8�-0° �o�-o' Iz�-o�� ���-o�� �t��-o•� ia�=o°� .20�=0�� z2�-oy aa�-oN 2��-0° a8'=o�� �o�=o^ sz�=o° 5==11� `I2'-9"- 2 2 2 2 3 3 N.A. NA. N.A. N.A. N.A. N.A. NA. N.A. I� l'-11" 12=-0" 2 2 2 2 3 3 3 - - ---3 - - 3 - -N.A. N.A. N.A. N.A. N.A. 4'-II" 10'-II" 2 2 2 3 3 3 3 3 4 4 4 4 NA. NA. II'=5" 12'-I" 2 2 2 2 3 3 3 3 3 3 4 4 4 4 �,NCi�ORINC� SGI��DUL� �OR 1Z1 TO i�� MPI� UJIND Si���D, �XPOSUR� "S" BLDG MAX � _ NUMBER OP ANGHORS FOR EAGH 51DE WaLL WIDTH SPAGING 6�-0^ 8�-0^ io�,o�� iz�-o^'� i��-a° i6�-o�� i8'-q�� 20�-0° 2z�-o^ z��-o^ zh�=o^ 28�-Q" -30�-0" 32�-0�' 5'-11" 8'-10" 2 2 3 3 3 3 N.A. N.A. N.A. I N.A. N.A. N.A. N.A. N.A. ' "f'=11" 8`=3" 2 2 3 3 3 3 -- 4 4 4 ' N.A. N.A. N.A. N.A. N.A. q'�II" l'-5" 2 3 3 3 3 4 4 4 4 5 5 5 N.A. N.A. II'-5"' 8'=1" 2 2 3 3 3 3 4 4 4 4 5 5 5 5 `dev�� �ti io � S �i _ ,` e�P ��� 4`,,v����` ••�N S,. �.,. �/ . . •.. l � � e � :� 0 3��2 .. . �� THOMAS A.�DIXON,P.E. � % :l BENNETT BUILDING SYSTEMS REV BY __DATE DA7E, o6/Jo/15" SH�ET - ALa�063T TX+104353 DIXON ENGINEERIN6,ING. ��� , - �- �, MASTER ANGHORING PLAPlS DRN BY= GNO__ �2�s�2 VAa O�}5693 STROGTLRM.ENGIt�21NG AND :'S�:' Sl` _T'E.��7F •. 1660 DIXON AIRLINE ROAD c►�BY�� r,�w � VN�0714�6 FLf 34222 INSPEGTION-rAA 8195 i.� ' ' /��/o AIK�USTA,GA 90906 SGALE� AS NOTED ��� PAR O19009 K5a 21148 10410 MAIN STREET �s�'��••;C� _�-p;:� e4� PHONE� I-4"18-552-"!17"i _ Ni,o.NO� 530-023 TNs 112761 GAM 034311 THON0T05ASSA,R 335A2 �' � • O ..C? e� .. NU 35q85 ��� FAX�81311 24306 5 �e;N A1.�,�'��� �1GKLE ANGHORIN6 GHARTS ExP."B" 6 oP 15 ' SGHEI�ULES �OR /�1�GHORS PLf�GE� �/ERTI GAL 11�T0 GROUND 1�ND �ASTE�I�D TO � --- SKID _WITH �_STRAP BUGKLE (SHEET ,4-7) � � �4NC�lORINC� aCH�DU�� FOR UP t0 11� MPH _UJIND SP��1�, �XPOSUR� "G" • - -- ,---- - ------ ------. - - - - - - -- - ------ . BLDG MAX . NUMBER OF_A_NGHORS FOR �AGH 51DE WALI. _ ' C�,.O 8-0 io-o. Iz.-o r�-.o �i�-o. ia � ao.'-0"' 22�-0" 24'-0," Z6'-0" 2!3'-0p ,30.!,-O"' 32',--Q" WIDTH ' i SPAGING �_ .tl�, �' �, „ ,.;„ ,. ,�, ,.-�, ,. „ �_n,� � -- I 5'=1.1" i ''12:=5" 2 2 2 2 3 3 NA. NA. N.A. �N.A. N.A. N.A. --N.A. NA. l'=11"' II'�P��� 2 2 2 3 3 3 3 3 3 NA. N.A. N.A. N.A. N.A. q'.=11'}' ; ' 10'-7" 2 2 2 3 3 3 3 3 4 4 4 4 NA. NA. _ i -- -- -- ---- -- - ---- - --..._:__:.-- .- _. - --- -.- - - - - - II'=5"'� II'-8" 2 2 2 3 3 3 3 3 3_ 4 4 4 4 4 _ _ . AielCHORfNC� SGH�DUL� FOR 111 �'O_ 1ZC� MPH UJING SP��D,_�XPOSUi��_ ��G�� - . - - - - - _ _ _._. . � - - - -- ----: - _ BLDG�; _ NUMB�R OF ANGHORS FOR �,4GH 51D� W�LL MA�X � - - - -- - - - - _ , . � WIDTH; SPAGING -.G��o�;,- 8�=p'�' ; io�-o^ . 12,-0�,- --.�,��-o�+- --i6�_a°- :i8��o„ ' 7o�-on.. 22�_a� ��+�-o^ 26�-0,� 28.�-0�, �o�-a� 3a,=o,� _ . _ _. _.. .._�....: _. 5'=11" 10=1"' 2 2 2 3 3 3 NA. NA. N.A. NA. N.A. NA. NA. NA. - - - - . . .. 7'�II"' q"-5" 2 2 3 3 3 3 3 4 4 NJ1. NA. NA. N.A. N.A. --- -- -- --- - ---- ---_ • - - • __ --= - - -- -- - - - q'=11.'° 8';l"` 2 2 3 3 - - 3 3 4 4 4 4 5 5 NA. NA. . '� II'=5" '1'=5"' 2 2 3 3 3 3 3 4 4 4 4 4 5 5 , , --._..._.__._.._...__ _ . - �NGHOi�INC� 5CH�1�Ul�� F�R 121 TO 1�� M�H UJfNP ��E�D, ��CPO�l�i�� "C" � BLDG MAX NUMB�R OF ANGHOR5 �OR E,4GH 51DE WALL WIDTH SPAGING ���a�� ,,��-o���� �o�-o'� i2�=o,�� ' :i'��,o�� �6�-0�� i��,o�� zo�-o° z2�=o" 2��-0�+ 2b'-o'' 2b���� 30�-0"' 3z'-o" . 5`'=11"'' ' ?'=1N 2 3 3 3 3 4 NA. NA. NA. N.A. NA. N.A: NA. N.A. � ' - '-- -- - -- - - - , - -- , _..--_- -- - ------- - ;I'=11" b'-"I" 2 3 3 3 4 4 4 5 5 NA. N.A. N.A: NA. NA. �1�-11" 5'=11"' 3 3 3 4 4 4 5 5 5 6 6 6 N.A. N.A. IR=S'"' F�"5'` , 2 3 3 3' . 4 4 4 5 5 5 6 6 6 6 �,�i�,ee�i��� :a�d: - - - ��,a_ p,s_� .. °Op. ��. �.,, ::. �. � �•' `�� : :�pf�'� � re�~`�`?��• _ F��• P : i d :; No 422� ,;�,: ;: e. � .. AL��O(i37 TX�104353 �DIXON „a.'�• 6�,, �N���I�'D -- � BY --DATE DATE,_..'_06�0/IS. SHEET ' THOMAS A.DIXQN;�.RE. e, � -'- r ; B ING 5Y5TEM5 j . ENGI�ERING,ING. p. ��'� MAST�ANGHORING PLANS �, DRN BY�; GND �5Ga 27592 VAM 04v�i !STRUGTL42h16JG{�ING AN7' �; :- ' ;� 1660 DIxON AIRLINE ROAD ' ATE �C�..; c►�_er,� Ta,n -- Vi✓q 071436 FLt 34222 i IN5PEG110N-CAA BI45 I+►'; .. .. / r;: '�' AUC�USTA�GA 30q05 I ' SGALEe • A5 NOTED ��� �PAR 079009 KSp 2119b �10410 MAIN 5TR�r ���`�/' Q;•'. .. .:'e� PHONE� I-478-552-�I71 _ � iN�112761 6Aq 034371 THON0T05A55A,R 335W2 �,,P:: ' :••• �R-��•! ' �:•1� -:-.i', _'„ NLO.NO,; 530-023 ' ��o359B5-�4�- P FAX 813-98204306 .�5_ -- -. �i�0 '/'' , �o�t��, ' BUGKLE_ANGHORIN6 GHART5 EXP.°G" - " - '-- ---- _�j,_ ;OE._il5' ,I � �. '.`��. _ 0.035" MIN. x I-I/4" x 7'-O" 6ALVANIZED " TIE DOWN �N61NE�RIN6 --_, � —�- STEEL STRAPPIN6 FED. SPEG. DOUBLE SLOT BUGKLE QC�2-S�iBI-H '=� �-I #5q 140 OR EQUAL. REF�R - I I I� �I�I I;.' :. TO MANUFAGTURER'S -I I- SPEGIFIGATIONS FOR BUILDIN6 SKID REFER ��_ �,�, G2UIK-5ET STABILIZER INSTALLATION TO BUILDIN6 PLANS PLATE #5q2a1 SY TIE FOR 51Z�, LENGTH, ',� -T DOWN ENGIN�ERING OR � ftND LOGATION '' EQUAL. AT ALL �4NGHOR LOGATIONS EAGH 51DE ---- - OF SHED. IF REQUIRED - TIE DOWN ENGINEERING #5q291 TIE DOWN ENGINEERING #5q141 9TABILIZER PLATE DOUBLE SLOT 5TRAP BUGKLE � O�tI�N�4L D�t�41L �- �2 - D��'�41� A-7 SGALE:N.T.S. p-� '^ SGALE:N.T.S. WOOD 51UD WALL - WOOD STUD WALL - REFER TO SGHEDULES ON � � RE�ER TO SGH�DULES ON SHEETS A-5 AND A-6 FOR SHEETS ft-5 AND A�-6 FOR ANGHOR SPAGING A�NGHOR SPAGING =REFER TO DETAIL REFER TO DETAIL Z/A-7 FOR FASTENIN6 I 2/A-1 FOR FASTENING - A-7 -- - - , , : � FINISH - - - _ , ---- -_- :, - ----:. FINISH - �. . -- _ , � _ -- ' GRADE 6RADE; o' - .:_ _ - l i=11=11 =1 — 1=��I I,` �I I I,�I 1= I =1,�=f �-11=11 I'►-, = -'=� 1�1= ��-...' . ,: : `,' �: �� �;,'.=V 1=111- l l- . �=�-II=�=�=�-��,��� -2i��i�Q��TIIiTi- i iIl�i.,� r�i i 'T�iT=]�-, : „ . .. i 1��i i J�= f.i i-i� �i►���i�� � , _ _ - _� i�� ��.�`�` __ =_ _ � ' OPTIONAL 16" x 16" x 4° OR '���= - � ' ;1.1=ll(-L=1'IJ- '-' �11-11.l-I J.J_f� II �-� ' ,� �, �, u ��_T,�=�1 ,1 1--1!' �� - - 2 S x I6 x 4 50 ID GAP I fI1 , ,. . �..Tf� ( ) L --1T€, l I�_� REFER TO SHEET A-4 FOR---�'(1="� (��I� I � ' BLOGKS REFER TO '� ' ���' �� -�� ANGHORS, INSTALL A5 SHOWN. ��--�- `��-;�1L� �- ,. I- , 1- � '- I' I l_'r r SGNEDULE SHEET A-14 ,/� � REFER TO SHEET A-4 FOR-� . ANGHORS, IN5T,4LL AS SHOWN. ALL WIDTH5 ON GRADE w��rui sip� ' ALL WIDTH5 ON GONG. PaD _ VERTIGAL ANGHOR W/STRAP `�ss�� . A, °'s�� VERTIGAL ANGHOR W/STRAP BUGKLE s��t«N o,. a.: ...... .�� o,: , .--- s c t�o�. - -- � '� v��,r�`Z`,.► .\G E��4' .. �°'i (� � � A-'1,. 5GA1:�;"N.T:S. .`, � �� �° ,.A-'1' . - �� �" No��4222. .��,' s SGALE:I�.T.S.. . .. . - . ' . �. � - - 7HOMA5 A.DIXON,P.E. ' ��, • ' '-� --� BENNETT B0ILDING 5YSTEMS DATE DATE� 06�0/15�. SH�El' . -, R�J BY _ _ _ e; • � .:� MASTER ANGHORING PLANS -- . -.---. '---., DRN-BY� GND.—-.. ALr 90697 7Xr 104353 ' DIXON ENGINEERING,ING. ' � .� 5Ga 27592 VA�045593 5fTd1GTURW_EN6IF�ING AM7' i-�•. $ Ei�' •. s' 1660 DIXON AIRLINE ROAp - - -- GHK BY=" TAD YNp 071436 FLe 34222 ItSPEGTION-GOA BWS o��. �/ ���a AUGUSTA,GA 30906 A_� m p� - Q, ♦• SGALE�. /15 NOTED r.` PAN 079L�09 K55�►21190 10410 MAIN STREET o, . , r''C'� PFIONE� I-4"(8-552-1I'17 K TM:u276i 6Au 034311 n�orarospssn,r���saz 's F �, .;:O;R 10...�. �, s� w.o,rto� s3o-oz3 ., N�Gs I3°� ��4� FAX�813-qe2 2306 �t>Ij � �' .1=������ BUGKLE ANGHORING DETAIL5 - S OF 'I�. � SGHEDULES �OR �4NGHORS PL�G�D 1�ERTIGP�L INTO GRDUND �ND FAST�NED . . TO RIM �015T WITH AVTRM-6 OR EQUIV. TIE DOWN (SHEET A-10)_. � �4NGH01�INC$ SCHEDUL� F�R U�' t0 11� 1"IPH WIND 5P�E1�, �XPOSUizE "F3" ' f - _- - - --- - --------_--- - ---- -: ---=---- 8l.DG MAX _ __ NUMBER OF ANGHORS �OR E�4GH 51D� YVALL__ _ � WIDTH SPAGING 6�-0° , a�=a� , ,fo�-o��, ,�,�-o,� ' :i�t�-o^ ,'ir�:-oP i �:ra�-a�� zo��o�� �:z��=o� � 2��,0°, '2��-vy' .z8�-o°, ,30�-0° :3?=0��� . 5'-II" 15'-10" 2 2 ' 2 2 2 3 N.A. N.A. , N.A. , N.A. N.A. � N.A. NA. � N,A. �'-II!' �5'=0" 2 2 2 2 2 3 3 3 3 NA. NA. N.A. NA. NA. - - - - - -- - _. ' G'-11" 13'-8" 2 2 2 2 3 3 3 , 3 3 3 3 4 NA. N.A. � - � 3 3 � � ; 3 4 ' , JI'-5" 15'=4"� 2 -- � - 2 � 2 i 2 ' 2 3 3 3 3 3 �4NGHORINC� �CH�DULE �Oi� 111 t0 12� MPH UJfi�ID SP��1�, EXPOSUR� "�° � , BLDG MAX NUMBER OF ANGHORS FOR EAGH SIDE WALL WIDTH SPAGING 6�-0° ' e�-o° � ,io'=o��� �z�-o° � ' i���-o°� :r�,,o^� �'ia�-o^' zo�-o°, .z��-o�� . '.z�"-o��' �.a6�=��� � .ze��o�� �o�,a° 32';0�� , - 5'=11" (2'-Q" 2 2 2 - 2 3 ' 3 N.A. � N.A. ' N.f4. , � N,A. N.A. N.A, N.A. N.A. � - - -- ----- — - - _ --- '1'=11° 12.'=0" _ 2__ 2 _ 2__._ _ 2 3_ 3 � 3 3 3 N,A. N.A. , N.A. N.A. N.A. 4,'-II" 10'-II" 2 2 2 3 3 3 3 3 ' 4 4 4 4 N.A. NA. ,II'-5" , J2',I" - 2 2 2 - Z - -3 - 3 3 3 -� 3 3 4 4 4 _ 4 � ,4NCIdORINC� SCH�I�UL.� POi� 1�1 TO 1�m M�'H UJIND SPE��, �XPO�U�?�: ��f3�� BLDG MAX NUMBER O� ANGHORS FOR E�4GH 51DE_WALL___ WIDTH SPAGING - . , , _,. . , . _. 6'=0° 8�_O° I .�0,-O° �2�-O° t�'-O" �►6'-O" IS'.-O" 20'-C)" �22���" 2q'-0" .2G'�Ou 28'-O" .30'-0'r 32��O�r i ' _._ � 5'-11" 8'.-10!' 2 2 3 ' 3 N.A. �, NA. �; N,A. ' ' N,A. `, N,A. , N.A. NA. N.A. � 3 -3 - --- - - 7'-11" 8'3" - 2 -� 2 �3 '; 3 � 3 3 '� 4 •4 4 N.A. N,A. N.A. NA. N.A. q'-II" l'-5� 2 3 3 ' 3 3 4 4 �' 4 4 5 5 5 N,A. NA. � II'-5" 8'-I" 2 � 2 � 3 �, 3 3 3 - 4-_ . ¢ ' � � 4 5 5 5 5 - - - ,,e��,tu���ii���� - - - `eO���p:5•A: _ . >.o , . e . �. ���a�.j,:.��.G.E�` ,. � �t . � ' � N 22 , ���' . ._.; - -� - -� . . -- - THOMAS A.DIXON,P.E. , � � - - _ � . _� BENNETT BUILDING 5Y5TEM5 ' REV BY' __.DATE_ DATE� 06/30/15 SHEET /�N�pS�T TX�104359 DIXON EN6INEERING,ING. ,' ��: � .. MASTER ANGHORING PIANS DRN BY� GNO sca sisaz vn�oassa� s�cn�u e�i�r��v� ':��.: S'TA'C f�, �i' e 1660 DIXON AIRLI�RAAD GHK BY: 'TAD , _ i e • `" � � NK�USTA,GA�0906 ; SGALE� W V N 0 11436 F U 34222 I N 5 P E G 1 1 0 N-G O A 91 4 5 ;�,� •� �, ' � PFfOt�� I-4'18-552-11'1'1 A5 NOTED ��� ,PAR O19009 K5a 21198 10410 MAIN 51REEi ,' o� •. (.' Q P' '� ��' - -- - - - - N{O:NO� 530-023- iNt 112161 GAr 034371 iFI0NOT05AYN�R�35W2 �� :�O� ''�.• `A �' � — � Nc�Io359B5 MPu4aio5 FA(�e13qB2822�ob ---- �s��I�ONA�-�����,. AV7RM-6 ANGHORING GHARTS EXP. "B" q. oP 15. _ � SGHEDULES �OR P�NGHORS PLf�G�D �ERTIG�L INTO GROUND �ND �?�STENED TO i�IM JOIST WITH ?�VTRM-C OR EQUIY. TIE DOWN (SHEET �-10) �4NCHORINC� SCHEDUL� FOR UP t0 11� I'1PH �UIND SPE�D, �XPOSUR� "C" ; BLDG MAX _ NUMB�R OF ANGHORS FOR E,4GH 51D� W�.LL WIDTH SPAGING �,�-o° a�-o^ io�-o�� i2�-o^ i��-o�� ��i��-o�� re�-o� .20�-0" �2�-0�� �2a-�-o��� z6�-o��' -aa�-ou �o�-o,� � �2,,0°� 5'-II" 12'-4." 2 2 2 2 3 3 NA. N.A. N.A. N.A. N.A. H.A. N.A. N.A. l'-II" II'-�" 2 2 2 3 3 3 3 3 3 N.A. N.A. N.A. N.A. N.A. A'.=11" 10'�7° 2 2 2 3 3 3 3 3 4 4 4 4 N.A. � N.A. II'-5" II'-8" 2 2 2 3 3 3 3 3 3 4 4 4 4 4 �4i�C�#Oi�INC� 6CH�DUI.�' �OR 111 t0 12� MPH �UIND SP��D, ��OSURE "C" BLDG MAX NUMBER OF ANGHORS �OR EAGH 51DE W?�LL WIDTH SPAGING 6�-0° 8��0°. io�-o�� �2�-0^ �4'-0�� �6�-0^ �e�-a^ 2o�_a,� 22',�" .2�',0"; 26'-v° .28�=0° so,-o'� 32�-0�� 5'-II" 10'=1" 2 2 2 3 3 3 NA. N.A. � N,A. N.A. N.A. N.A. N,A. � N.A. �'-II" 9'-5" 2 2 3 3 _ 3 - -- - - - --- 3_ _ 3 4 4 N.A. N.A. N.A. N.A. N.A. q'-II" 8'-7" 2 2 3 3 3 3 4 4 4 4 5 5 , N.A. N.A. II,'-5" '9'-4" 2 2 3 3 3 3 3 4 4 4 4 4 5 5 ` , �4NG�0�'INC� SGH�DU�� �OR 121 TO 1�� MPI� UJff�l1� SP�ED, �XF'OSURE ��C�� � S1.DG MAX NUMBER OF ANGHORS FOR EAGH SIDE WALL W I DTH ' r'Jf�1G�NG 6'-O" 8'-0" 10'=0" 12'-O" 14'-O'' 16'-O" 18=0" 20'-O" 22'=0" 24'-O°: 26'-0" 28'-O." 30'-O"' 32'-0" 5'-II" �'-I" 2 3 3 3 3 4 N,A. N.A. _ N.A. _N.R. N.A. N.A. ' N.A. N.A. �'-II"' 6:'-7° 2 3 3 3 4 4 4 � 5 5 N.A. N.A. N.A. N.A. N.A. � q,'-II" 5'-II"� 3 3 3 4 4 4 5 5 5 6 6 6 N.A. N.A. II'-5° 6'-5" 2 3 3 3 4 4 4 5 5 5 6 6 6 6 e�`ed��euee�re� e e �:4'i 'o � �� � � ° � •• �P �''�` 9��.�G E S ��'o �'� � � ;. . �. � N. 3422 o �. . THOMAS A.DIXON,PE. � �� '* `" � .. BENNETI'BUILDIN6 5Y5TEM5 f2EV BY - DATE DATE� obl3o/I5 SFiEET q�N 3py3'1 TKR 104353 ' DIXON BJGINEERING,ING. �: ,/ '-- •� � - - - � 5GM 215Q2 VA�045593 51RUGTURAL QJGIt�21NG AFlD `r. ; , o MAS�ER ANGHORING PL/1N5 DRN BY� _GNO , S y'A-F' OF � 1660 DIxON AIRLINE ROAD GHK BY� TAD V{VW 011996 FL=94222 ItYPEG710N-GOA 8195 ; "�i� `�'� �: �1/'a AUC�I75TA,GA 30q06 PAp 079009 K5k 21198 10410 MAIN STRFFT "�<.'�'•. �'.•- �';� PHONE� I-h'18-552-1111 xN-E� AS NOTED �e,� iN�112�61 6A�034371 iHa40TO5A55A,R 33592 �o � '•'C 0��• � o� W.O.NO, 590-029 „ tJGr 035985 ��� F�el 8 a2306 r��0� N AL�����` AVTRM-6 ANGHORIN6 GHARTS EXP. "Gn 10. oF 15: „ ;; ' . :_. �'_;��- , � 2' - �o o (10) - 0.131"x3” � � i '� ° NAILS CANNEGTIN6 `� , (10) - 0.131"x3" NAILS i ir� AVTRM-6 TO RIM - _ .1015T 3/8" BOLT ATTAGHIN6 _ ' PLATES TOGETHER -- ADVANGED GONNEGTOR SYSTEMS � '--= A�(TPI212-2 PLATE OR EQUIVALENT WITH 20 � � °o ° 6A. STRAP �° ADVANGED GONNEGTOR 5Y57EM5 AV1RM-b OR EQUIYALENT �. a,-= . D�t���. � A=,1.0', SGALEc`N.T:S. ADVANGED GONNEGTOR 5Y5TEM5 - - AVTRM-6 OR EQUIVALENT WOOD STUD WALL I `f�i�'���� - -- 'A�=10- SGALE:N.7.5, ", : . � - REFER TO SGHFDULES ON : - - - = SHEETS A-8 & A-q FOR ' i REFER TO , ANGHOR SP,4GIN6 � '�1_. , �- _ DETAILS - - >3 ,=I� I—I C�UIK-5ET 5TABILIZER I/A-10 AND A=10: ' � PLATE #5q2q1 BY TIE 2/A-10 FOR - ,I I I= -I.I ��; DOWN EN6INEERIN6 �ASTENING = - --- - - - - - - _ - FiNisH —I I OR EQUAL. AT ALL e � ' �� G�iD� �'I I I; I ANGHOR LOGATIONS ' — =. _L- �k— �-�J..�(— :I=��' � �„_. J— �� `� �-' � Z-1�= l�--Ill=i��'= =�C� -_11 �-Il—IIJI�—i�i 1—i — EAGH 51DE OF SHED. �-1� �i—n-T-��� . :i�-: � -�� �I�-��—ITI—T-- I 1=I I�� ���� � F2EFER•TO SHEET ��cj.__ � ' � IF REQUIRED �I I I I -1.11=1 I , - I i—I1—I I( I� I,.; �� ' A-4 FOR ANGHORS, � _.r. . " �I. ���r INSTALL A5 SHOWN -�:f_I�_ I,I_I " TIE DOWN ENGINEERING #5q2q1 =li'" " ,I_ STABILIZER PLATE 3 �PT I ON�� i./� I �I L � AI.L WIDTHS ON GRADE ���!�� � ���s VERTIGAL ANGHOR W/AVTRM-6 OR EQUIV.. A-10 SGALE: N.T.S. vr�e° (��A.. . �pi� /�qq �I b�O�O�G�.sa.,���, .OIIs / ' � , M���I ol il �e��; ,�. /��' ':: �'V1 A=10`. SGALE: N.T.S.--- - ': :. . " '22 ..�t _ _ -� _ _ _;s''� _. . - -- -- .--. _...�_ _ � - - -- THOMAS A.DIXON,P.E. ,: '� - �� _ "� BENNETT BUILDING SY5TEMS REV 6Y DATE ' DATE� � '06�0/IS_ - - -SHEET ,q�9�py3'� n(i 104353 , DIXON ENGINEERING,ING, ��" - • :` _;: MA51ER ANGHORIN6 PLANS DRN BY�. GNO 5GK 27592 VA�045643 Si1�11GiU2A1.@lGl!&RING A� d'� S 7'� F . 1660 DIXON AIRLI�ROAD ; GHK BY,,'TAD , NN�07193b FL�34222 Itir.�P6GTtON-GOA 8195 •',�Q� . _ . . �(/� AUGU51'A,GA 90906 , r �•�� . � � SGALE� . AS_NOTED .. PAM 07900Q KSr 21199 104t0 MAIN SiRFFT ,s.. . : �o` PFbNE, I-4'f8-552-'llll _ _ � I o TNf 112761 6Aa o34371 THONOT05A55A,FL 33592 oi.� �•� �R� ��•,, \ �e - ; W,O.NO� 530-023" � r��oa�as �� �PAX 813-982-i�5 °°'i,�ONA1-�����` AVTRM-6 ANGHORING DETAILS II of 15 � - SGHEDULES _�OR l�NGHORS PL1�G�D ��RTIGP�L INTO GROUND �4ND �AST�NEC> TO RIM J015T WITH ?��/TRX OR EQUIY. TIE DOWN (SHEET /�-I�) �4NGHORIN� SGI��DULE FOR UP t0 11� i�°I�4� UJli�l� �f�E�D, �XPOvUR� "�" BLDG MAX NUMBER OP ANGHORS �OR EA�GH SIDE WALL WIDTH SPAGING �6�-0�� ,8,_0�. io�-o�+ i2�-4^ i��-op ,i6�-o° �a,;��� ,o�-oa'�� 2a�-o��' 24�_0,�� 26'-0'� a�,_o„ 3Q�-��" 3��-��, 5'-II" 22''6" 2 2 2 2 2 2 N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. 'I'-11." '21'-2." 2 2 2 2 2 2 2 2 3 N.,4. N.A. N.A. N.A. K.A. 9'-II" 19'-5" 2 2 2 2 2 2 2 3 3 3 3 3 N.A. N.A. II'-5" 21'-q" 2 2 2 2 2 2 2 2 3 3 3 3 3 3 �4NGI�ORfNC� SCH�DUL� FOR 111 t0 12� NiP�I UJINY� �P�ED, EXPOSUi�E "�" BLDG M?�X NUMB�R OF A�NG�IORS POR EAGH 51DE WALL W�r7�� SPAGING 6'-O" 8'-0" �10'-0" �12'-0" 14'-O° I6'-O" �18'-O° 20'-O" 22'-O° 24'-O" 2b'-Od 2a'-O`' 3D'_-D" 32=_-O'; 5'-II" 18'-I" 2 2 2 2 2 2 N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A, i T'-II" I�"O" 2 2 2 2 2 2 3 3 3 N.A. N.A. NA. N.A. N.A. ' q'-II" 15'-6" 2 2 2 2 2 3 3 3 3 3 3 3 N.A. N.A. II'-5" I'1'=1" 2 2 2 2 2 2 3 3 3 3 3 3 3 3 �NGHORINC� S�I��DUl.� POR 121 t0 1�� h°iPl� UJIN1� �P��D, �XPO:�U�� ����� � NUMB�(�2 O� ANGHORS �OR EAGH 51DE WALL �BLDG MAX - --- - � WIDTH SP�GING ,6=0° �.8�-0�� ao�,o° i?�-o^ i��-o° ib�-o° ia�_o° 20�-0� az�-a„' �4�-0�� �6�-0� 28�-0,� 3o�-p,�� 3z�-o° 5'-II" 17'-b" 2 2 2 2 3 3 N.A. N.A. N.A. N,A. ' N.A. N.A. N.A. ' N.A. � 7'-II" IP-8" 2 2 ---Z--- 3 3 3 3 3 --- 3 N.A. N.A. N.A, N.A. N.A. � Q'-II" 10'-�" 2 2 2 3 3 3 3 3 4 4 4 4 N.A. N.A. II'-5," II'=6" 2 2 2 3 3 3 3 3 3 4 4 4 4 4 �,�g{llll oB 0,,4,� .C..�.'.� %�`l�s�. �,�L�0 ',�j G /'-'•.'.O �s • `d`'` � �� � : No 422 •�. �' N � ;� 4 _ THOMAS A.DIXON,P.E. � �� ° : BENNETT BUILOING SYSTEMS RE� BY DA7E _ DATE� O6/�b/15 SHEET �-"d�—j .�'�� MASTgt ANGHORIN6 PLANS DRN BY� GNO ' q�N gpb3� TXE 104958 DIXON EN6INEERING,ING. �' . b • xa 27592 VAN o45593 , 51Fa1GTURAI.�IGIf�IN6 AI� :� : S��AT E O F. :•�� 166o DIXON AIRLIh�ROAD GHK BY: TAD YtW o�1936 FLy 34222 I�EGTION-GOA BI95 �i'0 ': ��/a AU��l15TA,GA 30�106 SGqLE� AS NO7ED �_(� PA�0"I4009 K5�21198 ,10410 MAIN SlR�T �i'� ••'C P:� . e� PI-IONE� I-4"IB-552-'TI77 ♦ . Q .� \ s -- N10.NO� 530-023 TN�112'Ibl GAM d343�1 ,1}IONOT05A55A,FL 935N2 I���2,,,�.�� '� .•• .C?_ti, .' taG�03� ��� �PAX 819-902 2306 ���oo��N A1-���aa° AVTR)c ANGHORING GHAR75 EXP. "B" I2 of 15 � _SGH�DU�.ES. FOR. �1�G���S _P�I�GEI� �l�RT�I:G��._ INT� C�ROUNI� f��EI� F,�ST�NEt� . ' ; , . ; TO...RIM. .JQI.aT INITH f4VTRX_OR. EG�UI�. T!E .DOWN �,aHE�T �-!3)_. , �hlG�lt��ll�f� 5C�l�I�l�l.� �Di� Uf' TO il� h1P4� UJ11e11� v3���1�, �XPt���41�� ��G�� ' - - - - _ _ _ _ - - __ � . BLDC�{ lwiAX NUMBER O� ,4NGHORS �OR E,4GH SIDE.._W/�LL W1DT�i,, SPAGING .y,.,�,,;,. , a��_o" io�-o,�� 12,��,,,, r��=o° : i�;;o,� te�;o�� �20�_0!� '22�-0�� 2��=�0° ,���-o�� �zr���o^ 30�-0�."' .32�-ar ,� 5�_II" ' 1"T'-T." 2 2 2 2 2 2 N.A. �lA. NA. ' NA. NA, -.�NA. N.A. N.A. l'=11" IFi'=5" 2 2 2 2 2 2 3 3 3 NA. NA. NA. NA. N.A. � g'=1t" '15'-C1"� 2 2 2 2 2 3 3 3 3 3 3 3 N.A. NA. II'�5��'._ --- - I(��-'1'`_ _ .. 2 . 2 _ 2 2 2 2 3 3 3 3. _ 3 3 3 3 _. � �4NC4�OI�Ii�C�. SCHEDULE �OR 111 TO,_12� h'1PH_ UJIND SpE�I'�, �XPOSUR� "�" __. _�___ , BLDC MAX --- ----- ._ _NUMBER. OF_,4NG�it�RS �OR �AGN 51L?� W}��,L WlDTH SPAGlNC-, ��-�?° ,��-4��, : io,�^' ��,.�,�. ���-o° ��,,Q�,: #.a�-o° �2o'_Q^ zz'-a^ ,z��-ad z��=o° a���ou 30.�-0° sz�>c?N � . 5'-II" � 1;4'-4°' 2 2 2 2 2 3 N.A. N.A. N.A, NA. NA. NA. N.A. , N.b, 7'_fi�'` I3'=4" 2 � 2 2 2 3 3 3 3 � 3 N.tk. NA. NA. N.ft� N.A. A-1I �'-- - 1�-Z � > =- - 1 �II � I �h� .} ".' """ - " ' - ' _ _�= � __2 -- . - 2 -._..- - 2 --'- �- � -= -3- - --- 3 3 ,_ 3 � _ _ 4 4_ NA. NA. 11'=5" 13'-2° 2 2 2 2 3 3 3 3 3 3 3 4 4 4 -�------- ---- - - � lws�V4"t�d3���L� �iit"{�i./4l��'s T��T�i �i.� IV ��4t! I-1�� W�I�Ii/ a`�r����f �ii�V�l�� Ue�"sll � , �s �. BLDG , MAX � NUMBEf� OF ,4NGHG7R5 �OR EAGf� 51D� WA�L.L � WIDTH 5P,4GiNCa � ! � 6,�0'•' 8'-O"'� 10''0"'' 12'=(?" 14'-O'" ICa'�Op 10'-O" 2QF_�fJ+� 22i�jq 2�F'-p" 26'�Oii ������� �3O'_Qn �2,��jM � 5"-1!{' !t7"t�"� , 2 2 2 3 3 3 ' ?1A, NA. NA. � NA. N,ft. NA, NA, NA. `i='-`II°� �q�=4!' 2 2 3 3 3 3 3 4 4 NA. N.A. tJ.A. NA. NA. � ' �'q">1!" �S'-5" 2 � 2 � 3 3 3 3 4 4 �4 4 5 5 N.A. NA. II'=�,"' �1'=,1'� ' 2 2 3 3 3 3 3 4 4 4 4 5 - 5 --5 _ � ,,,�y1,11�t ��e4� � ^►�1_'�v`�y 'A'• f LI'p4, ,, Q •�.... � '[ '�'O 0�4;�`Z;.•',Z G E!115.���C� t: �'' . , .` � , ' , �, 4 ' N o 2'2'2 :�,/1i. . ' .. , - - -- - -•..-- . . .. 7HOMA5 A.AIXON,P.£. � --'" '�� � ,: - BENNETT BUILOING 5Y5TEM5 � REV,�,BY ,.-DA7E=" DA7E� . ob/JO/IS __ SH��T � � ;�Ata 3U637 TX�104353 !DIXON ENGSNEERIHG,tNG. !.. ,:: :,,,. d MP57ER ANGHORING PLANS ; ` DRN BY�' GNO . � 'sc��z�a vaa c�a� 'snarc�s�it�z�nua � : STA U F ltt�.`.' i��o DtxoK,�,��.�t�Ro�n ; - ct+K�r T�n � I NN�a71936 FL��4222 �IN�G710N-GOA 81F5 �s� ': " = .!�'�J��+ AUG-Il�"TA,GA�040b � A i� ♦ , • i�` •:,�•.o�' PHOt�� I-478-552-1177 �I - SGALEi AS NOTED ��.r( I ,PAa P79009 KSY 21198 10410 NAIN ST�EET � . ':�� .. \.,'♦ - - W.O;N0� 530-023 TNt 027&! 6AN 03437!� 'fFi0N0fO5A45A,R 335�t2 �I . �••, Q R 1 ,'•, 1. � - _ �MS�SRo34 ���� ; FAX�BI3-982-29065 r�odj��NA�- , �!�^�'� AVTRX ANGHCJRING GH�4RT5 EXP. °G" i � - ` - - NU 035985 H - , . - - - . .._13_.caF 15__ - -- - ' - , . - - -- --- _ . .. . .• . _ _. . - I -... .. . ,___ _ ` I 6" '��-�I` , (24) - 0.148"x2.125" °90°0°0°0 (24) - 0.148"x1.125" NAILS INTO RIM �������� - NAILS GONNEGTING J015T. °o°o°o°o � AVTRX TO RIM � .1015T - 3/8" BOLT A7TAGHIN6= -��o PLA7E5 TO6ETHER ,4DVANGED GONNEGTOR 5Y5TEM5 ' ' AVTPI212-2 PLATE OR i EQUIVALENT WITH 20 °o GA, STRAP '°� ADVANGED GONNEGTOR SY5TEM5 ' AVTRX OR EQUIVALENT -: 2 " �����i.._ ADVANGED GONN�GTOR SYSTEMS `:A-13: " 5GAl;E:'R.T.S, AVTRX OR EQUIVALENT j � .,���� WOOD STUD WALL �=13. �SGALE:N:T.S. - - REFER TO SGHEDULES ON ��{I i. � SHEETS A-II AND A-12 FOR —,� � RE�ER l'O ANGHOR SPAGING ;� I I .=�QUIK-SET 5Tl�BILIZER DETAILS 3 ' I I I I I I= PLATF #5G2�i1 BY TIE I/A-13 AND� - - - _ /�-13' --' DOWf� EN6INEERIN6 2/A-13 FOR � —I I— OR EQUAL. AT ALL Ff�STENIN6 F�Ni� I�I I -�.I I ANGHOR LOGATIONS - � ��E -�_ �_ =L= I_ ` ;� - � _ � EAGH 51D� O� SHED. I—I I� I 1 I—I I I—I I.I—I I I—I I I—I I 1.—'" ' ' "—�- —�— —_-` � � I IF REQUIRED � l—II IT1=1�-�-1�T.��_ . I .-L�_��III�.�II;I�II���IIf— C=-II�� ,�. ��� ;�_� �i_i� RE�ER TO SHEET �_.���_ �_. _� -� A-4 FOR ANGHORS, I I_ , �f I r INSTALL AS SHOWN � �I I� -1 I� TIE DOWN ENGINEERING #5q2q1 =Il ��I� - I = STABILIZER PLATE ALL WIDTHS ON GRADE 3 .-�� I I VI V�B� 1./���I� ' VERTIGAL ANGHORING W/RIM TIE DOINN �,�`�.pN�� ar;,�o A * � A-13.� SGALE:N.T.S. ,�4�e�M�,p,'c�a: � %r°r� 4 '��V���IV , •. l .�.,�� �� �F��O �. . A-13 SGAL�;,N.T:S. b �� � �N 3422 • � �, � TFlOMAS A.DIXON,;P.E. � � � � BENNETf BUILDING SYSTEMS REv BY DATE DATE� O6l3o/15_ SHEET Al.g 30631 TX�10435H DIXON ENGIf�ERING,ING. � •�S� .''' :.,� MASTER ANGHORING PLANS DRN-BY: GNO •. 5GK 21592 VA�0455q3 STRUGILW�L 8�1�21NG AND r� �S`"�'�'E �F • • 1660 DIXON AIRLINE ROAD ' WVM 0�1936 FLa 34222 It�EG110N-GOA 8195 i 0 '. - : �4•r� AUGUSTA,GA 30N06 CkIK SY, TAD o � •. .; ♦ SGALE� A5 NOTED �,�I� PAr 07900W KSK 211q8 10410 MAIN STREET i . _.. - � �� PHOI�� h4"18-552-71'll TNI 112761 GA�034371 THONOTOSA55A,PL 33592 :i'F '•.. ' R,��.'�I�-��,,,�te -- W.O:NO� 530-023 IVG�_03 OS_ �p 4� FAx�e�aez�� �'si,�4NA1-���0°� AYTRX ANGHORING DETAILS 14 of 15 _ _._ � ; . __... - - - - . ; 16" x 16" x �4" P�D �CHEDULE �OR ALL UJIND SP�EDB, EXPO�'�-Ui�EB;� , ,4ND �m P3F FLOOR L0�4D � � BLDG NUMBER OP PADS REQUIRED BY BUILDING LENGTH UNDER EP�GH SKID � ' � � WIDTH G�' B'.-0° 10'-0"- 12'-O" ';�4.'=0° Ib'-O° 18'-O' � 20'-O' "22�-0'� 24':O'' 26'-0' "28'-O' 3p'-0'' 92'-0'� i � 5'=11" 2 2 2 2 2 3 NA. N.A. � N.,4. N.A NA. N.A. NA. NA. ` ' T-II' ' 2 2 2 3 3 3 3 3 3 '' N.A. NA. N.A�. NA. NA. � 9'=11"' 2 2 3 3 3 9 3 4 4 4 4 5 N.A. N.A. , ' ; - - - - - � �i � 3 , �, 4xC� SKID II-�' 2 _, '. . __..� ...., .. 3 � 3 4 4 _. _._ 4 . 4 . ' 5 , 5 5 , 5 _ 6 I � �� - - i � -4 '(,r�' �' , _ 51M:, _,A=7�. ' A-14:� �� � - s.i _. � . � , — - - - - � � � , -- _ ' SHEARWALL- ;SWI- , SYy� . SHEARWALL ' Ibxlb NOMINAL PADS ANGHOR TO �4NGHOR TO /� BE PLAGED __ BE PLP�GED I ' D�Tr��� HERE — - HERE �4-I;�F SGALE:;}/2�� = l�_:0�� - r '- - ;; 6'-O" TO 32'-O" S�� 8�� 4x6�•SKID . __. , : : �`�'r� ' 16" x 16" x 4" GONG. PAD OR - (2) 8" x 16" x 4" GONG, PADS ° (TYP.) -��-- - _ -- - - �3; .� ��.8�.�l�l�C� PI��4N ':a-�4 . SGALE: I/8" = I'-O" EXAMPLE DRAWING 15 20'-O" IN LEN6TH (2) I6x8 NOMIhlAL PADS � -- p��y.�I� NOT GONGRETE PADS ARE OPTIONAL. 2.' ' le/ I . A-14', SGALE: I/2" = I'-D" 2. DIMEN510N5 SHOWN ARE NOMINA�L, �- 3. ANGHORS ARE REQUIRED MIN. (4) PER BUILDING, (U AT EAGH GORNER OF THE ; SHEARWALLS (SW#). ATTAGH ANGHORS TO BUILDING U51NG ANGHORIN6 5Y5TEM � ������� � SHOWN ON SHEET A-13 ,�,4�� S�. � �s�,o` 4. REFER TO SGHEDULES ON SHEET A-5, A-6, A-8, A-q, A-I I � A-12 FOR ANGHOR o�� '�`�P".&•••�•���"�*s SPAGIN6 AND SGHEDUL�S ON THIS SHEET FOR OPTIONAL PAD LOGATION. .��`��`��'�'E� �� � SPAGE OPTIONAL PADS EQUALLY. �e�,�;. ,�� , ' '� ;, . ,.. �• �N,-. g 22 ,�'; � � '�. . '� '''�. ' :d '� . . ... . . ... . ..__ '�_�• - _ ' �' ' , � TkOMAS,4.�DI�CON;P.E. ; � �• /�'r' -� o BENNETT BUILDING 5Y5TEM5 REV BY DATE ' DATE� O6/9o/IS! � SHEET �, ALN 30637 TXt 104353 DIXON EN6INEERING,ING. � ��'�`� ' e'-���`'� MFti5TII2 ANGHORING PLANS DRN BYa._GNO=,-_-. ` I r �� � AT E F :�!L�'� 1660 DIXON AIRLIME ROftD --- - ; GHK BY: � I� 5G 275Q2 YA�P4�593 STRUGIIJRAL ENGIl�tING Atm, �, ���_{_''' TAD - ' WV�071936 FLs 342�2 It�SPEGTION-GOA 8145 � i'. �: �� - = ., '��e AUGUSTA.GA 30906 . * • Q,, .•� ♦ PHONE� I-4'i8-562-'11'I? - � SGALE� 'AS:NOTED �, PNe lol�a79 K5N 21034971 ; ITHONO70BA55�335�f2 I �oj ' ' ���;:!�` ``o -- _ - "_ � W:O:NO� �0-023 •'. . . __ NG 095985' FAX�813-982-2306 - � � M5�19034 MDp 40N05 � VOIGE�819-482-9885 �.I�f'�./ON ,' � 1ea��— - - - -OPTIONAL PAD DETAIL5 - - � '.�r✓-, pF Ilr-J, . i