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HomeMy WebLinkAbout18-19623 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 19623 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19623 Address: 3621 COPELAND DR Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 24-26-21-0000-00100-0070 Improv. Cost: 60,000.00 OWNER INFORMATION Date Issued: 5/02/2018 Name: MORROW REALTY HOLDINGS LLC Total Fees: 510.00 Address: 3058 SUTTON WOODS DR Amount Paid: 510.00 PLANT CITY, FL. 33566-9606 Date Paid: 5/02/2018 Phone: (813)715-0404 Work Desc: CONSTRUCT METAL SHED 40' X 75' W/SLAB CONTRACTORS APPLICATION FEES OWNER BUILDING FEE 510.00 FRAME Ins ections Required SHEATHING FINAL SLAB 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. NOTICE: 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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ! 1( C CONTRACTOR SIGNATUR11 PERMIT OFFIC9R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: /Ijom() �3'6L Date Received: — l [-- t b Site: 3� 2-1 00 Permit Type: Approved w/no comments:❑ Approved w/the below comments: P Denied w/the below comments: O r2-) This comm nt sheet shall be kept with the permit and/or plans. 4 Kalvi S t —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) �813-780-0020 City of Z,ephyrhilis Permit Application Fax-813a80-0021 • Building Departments, `(ecelved ., . -.Phone Contact'forPennittin ': -`'13t3 ` "1`31 _. 005(P ep i noes Name RO'f('0 Val O d Owner Phone NumberD4- ' Owner's Address . 305� SU. �f\' O S " r P1014 Ci owner phone Number } Fee Simple Titleholder Nam `� O*noiPhone.Number' e-- ~ 0 ' D\ 'j Fee Simple Titleholder Andress ' 30Sg U s ,( )1 n. 33sL3 JOB ADDRESS 3toZ1 t,0 t?�CtttC� f. Zt: r�\}11S FL• 33��Z LOT# sUBDlulSiot+t:. PARCEi:-iD# r—2'l -O00.0-00100 -0c'i 0 (OBTAINED.FROM PROPERN TAX NOTICE) ' WORK PROPOSED NEW.CONSTR: •X ADD/ALT -SIGN- 0 Q DEMOLISH .' INSTALL REPAIR El PROPOSEMUSE, Q SFR "GOMM 0' OTHER ' TYpE OF CONSTRUCTION. BLOCK FRAME STEEL ' Q DESCRIPTION"OF WORK �f -$UIL'`iN'?$IZE ' =40-Y-15 _j`SQ:F6GTAGE:EED_ HEIGHT 1"l t. ,UILDING $ r �� VALUATIOIgOF TOTAL CONSTRUbT.ION i LECTRIGAL $ . AMP SERVICE Q' PROGRESS ENERGY Q' W.R.E.C.' . Qt?LUMBING $ u.. QMECHANIGAL VALUATION OF MECHANICAL INSTALLATION QGAS �. ROOFING:' 0: SPECIALTY. F-1 OTHER 1 FINISHED,,FLOOR ELEVATIONS FLOOD ZONE AREA =Y.ES NO -BUILDER` ) CUMPANY R SIGNATUR REGISTERED Y'/ N FEE CURREt, Y'/N. Addre License;# - 'ELECTRICIAN: ;. COMPANY , ''SIGNATURE REGISTERED Y/ N FEE GURREA' , `Wit N Address "Ltdense#. I =:Pl:ilIVIBER:: GOIGtPANY: ; {t, ;SIGNATU `' ,;,. . 'REGISTERED Y/'+Nr. '' :.::..FEE CURRE� YI N.RE:' . Address License'#> MECHANICAL `COMPp►�IY :'SIGNATURE:`''' ' REGISTERED YI-N F,CURREN, L. ta. Aaares=f' License.# I•. GONiPANY' rIGIVI4TUREz4=: ;; • 'REGISTERED Y f.N FEE=CURREnr Y/N 4 Address., : .,= .. License'# RESI I+ITI' .f__ cl►} Pt' `P' a`"x' ,i it l tP)a` 1)'s' fE': 'F QDD ,R6s .,Atta q12)#„ of> laris�,.{2•}ys ts.a#Bu d ng ns,.{ ) et o nergy• cnns;R-0=;1I11 P Cmtto a "iistru ,.,� s. +- ^�. �,zr, ;:-... .:�;•, . <.;.: c=' s A:. .=YaMinlriium�ten 1'0 inro n'LLt'da''�afte�suit rriittaladate `Ete/�ui�ed'onsite�"Coristruoflon.Plans:Sto�yy�water`'Plans Wl SIIt.Fence installed+ Oaf fy M •5a:t� -J Sanita, clllbes,&,9 dum to%e;uc ra. e4 ro e'cts tYaa. i,. Ps< f�. I �1A!otk i'eririTtforsuhdivls rstlarg. - i';.C:'.=i:..:. - - .Mm s.., ._..ak:i.. - y;;saGOMMERCtAI Attecia�{2)'cdmplete�sets afBdIIdIr g�PiW1 plus a Life Safety Page;`{1}set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence,installed,, Sanitary Facilities&1dumpster.,SlteWg! Permit$0i411-nerii*fects.All-commercial requirements-must meet.compllance it_,SIOWPERMIT "`lttacli-(2j"s"ets;f Iting nearedt Ian :.,:y:,�y:; ****PROPERTY SURVEY re ulre ,gor,.aII,NEW cons ctlon... Fill out:application_completely. OUirner&Contractor,sigh back o.application,notafted :-`If;pVer:$2500;.a'N.otide:of Commencementas required. (AIC'upgrades over$7500) Ag owrnet)vroutd'be sorrteane with notarized letter-from owner authorizing same _ �.O,VERT.ttE CIUNTERPEpRMITIttIG:',. :.: (copy ofpcontract required) ' 109r9.0 fs if'sliingles S®wets :Service Upgrades A/C Fences(Plot/SuNey/Footage) :Driveways-Not aver Counter if on public'roadways::needsR01N a .- , RESRICTIS: Theunde`s.le'=-d, nder¢+tys:.tha ;t;his ermit'la'y:;bsbadNOTiCE'OF'DEED �reuj ! ee. 4"'^''r3e stncca:ns:m h: nu :anersi9a �immbs�* .tha on or S .,.; r riare restict�re ds iancwhichray=b , appitcatile.:deed'restelctions. UNttCENSED>C'ON'fRACTORS:'AND'Ct3TITItACTOR RESP..;ONSIiILITIBS If'the otivier'tics :liiasla`cbntractor.or contractors to.undertake work;the ;ma, ,be:;r quitted to be'licensed;:in'accordance.with.state:artd"locai;re ul_atiai s� if tfie contractor.is not>.Ilcensed as required°'by.'law; botlis the ovur�er<ara i"contractor-;ratay�beFacifed4for a misdeln. . - ioI atiane _�._ under state law., •if the owner or.'iiitendeo>;coptractor.are.,uncertain asAo.what:.licensing.requir46ii#Sbm—my��a�pty Yfor .....45f'Y"yN?ix:��" i'",et't:. ... .-.... ..��...�..f�"�... 'J..1�-s` _ y .. intended work,:'they.:are advised,to c dt"the Pasco County`Buil�ci ng Cnspecfioh D>vist©:n==C censing:Section at:7 :7:'8 7 8009. Furthermore; if the owner'"has"°hired`a contractor'or contractors, he is advised to:-Thave the,,:contcactor{sjrsignr; „.. portions of.the "contractor:Block"of.this application for'which%they-:wlll:be::responsible.�-=:if_ybu ,as�tl.6'-owrier1I§K`9"'th+a��' contractori:that.maybe an'indlcatiian>thaf he-'is riot properly license:d arid-is riot entitfdd'to permitting privileges 1Y Pyasco.rfY,+ :- County _: .. TRANSPORTATION-IMPACTLUTILiT1ES,iMP-ACT AND RESOURCE RECOVERY. FEES: 'The ur dersigo 'd understands'.;,...:; ' that-Transportation impact Fees and Recourse Recovery Fees"inlay<applyto'<the.constnaction.of-new buildings,:chan4exof i° use-insexisting'buildings;_,or,,.expai%i+on;of: lilsting buitdings, as specified in Pasco County Ordinance number 89-07 and. 90-07, as amended: Theundersigned�also.understands,::•that'such;.fees;'as:rnay;6:e,;due, wili,`t*.ident�ed°-at th"es:tirxre°of. Y : permitting. -It`is'further-urrderstood that-Transportation-impact Fees•and',Resourcd'Re'covety:Fees-�must be paid;pd r..to receiving..a'.%ertificate•of.occupancy"•or final power.-release: :If the.prgject:does;hot involve a celtlkate of*ccupan'cy final:-power releaseT.the:fees:must be:paid.prior to permit`issuance;.;;FurtFierrrfore,.if,Pasco_Cofrttjr W;aterJSeu►�e�4�mpact fees are.due,:they_must;be paid prior to-permit.1ssuance Imaccordarice-with*.appiib&e;,Pasco'County ordinances. CONSTRUCTION LIEktAW(Chapter7,1'3;ir'lorlda'Statutes,as amended): If valuation of work is$2,5.,O;t).:OO or: t re;4a certify, that 'I, the'applicant,.-•have provided with a-:copy:;.of--the "Florida Coifs#rutction`"kieit.::tauir-=Hor�teowner's' Protection Guide"'prepared•by:the`Florida Department of Agriculture and Consumer-Affairs. if the appiicaff is som_eo, -.. other than the"owner",1.certify.that.Lhave'.bbtained-`a copy of the:above';described:°document:and p'ofnise in.good'#aith,to.•:., deliver'i#:toil:e"ouvn'er,-po ior�t co,immendement . .. CONTRACTOWSIOWNER'S AFFIDAVIT:,;.I�6ertify:#tiata'all-tl�ie'information.in this application is accurate and'that allwork will be done In compliance with all applicable'iaws regulating construction, zoning:and'iand:development. Application.is hereby made to.obtain;,a-.permit;._to=,do,°;�woric'-and.installation.as`�indicated. •I certify that no'Work or:Install l6h'=has commenced prior to issuance of'a permit and,-that all work will be performed to_:meet-standards-of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in; jurisdiction'. -i:°aiso certify that i understand that the regulations of other government agencies may apply'to the intended work, and that it is ` my responsibility to identify what actions I must take to be_in-,compliance..Such.agencies incitide;but are not=limited,-to:: + ,Department of Enviroririnental".,'O. a 6A*--Cypress Bayheads; Wetland-Areas and Environmentally Sensitive Lands,WaterMastewater Treatment. Southwest Florida Water Management District Wells;. Cypress- '.Bayhea&,- Wetland Areas, 'Aitering Watercourses. Army Corps of Engineers=Seawalls, Docks;'Navigable Waterways. , Department:;of Health.,;&. Rehabllitative:Services/Environmental-.Health :Unit Wells, Wastewater'.Treatment; Septic Tanis. - US Environmental Protection Agency-Asbestos.abatement. Federal-Aviation;Ault'ority-Runways.. I understand thatahe;foll'owing:restrictions apply to use of fill: Use of fill Is not*allowed in Flood Zone"N" unless expressly permitted. - : If'the fitl-.m9ten. pis to be used'in Flood Zone "A", it is understood that a drainage plan,addressing .a t" orripensating volume°will be submitted at time-of permitting which is prepared by a professional engineer;, - licensed by:the 1ftba of Florida.. If the fill 'material is.to-be used in Flood Zone "A" in connection with a permitted building using stem wall; construction, 1.certlfy:that fiill-Will'be used only to fill the-area-within the stem wall. if fill--material is-,to :be used in any area, I certify that use of such-fill will not adversely affect adjacent. . properties,' if use of fill is found to adversely.affect;adJacent properties, the owner may be el-#ed for violating - :µ the conditions: fthbulidi9m h a f# t acre whi6h4re,e1evated by,fill, an engineered drainage plan is required. f If i am.the AGENT FOR THE:.OWNER l,promise in:-good faith to inform.•the owner of,the--permitting-conditions set forth in this affidavit-:prior to comimeheing'construction,. .l understand that,a.seperate permit may be required for electrical_work;t plumbing,; signs,,wells,,pools,.-air,Rcond tioning;:.gas„..or ofher'instaliatians.not specifically included in the application: A.: permit issued shall be construed to"-be.a'iisense to.proceed'vuitFi'fhe:work;and'riot as authority-to-violate,.cancel,:alter, or; 1 set aside.any provisions-'of`the technical.codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a;correctionl_of...errors in°'plans;con struction•.or-violatiohs of'any�,codes:: Every'permitlssuedshali be come invalid unless the work'authorized by such permit Is commenced.within,six.months of permit issuance, or if work authorized by;, the permit issuspended:.or,•abandoned:for a;:period,;of:slx(6)'monfhs after,the time the work is commenced. An extension may be requested,-In=virriting;fr;'om_the,Buildrng-Official'for a period.not�ta exceed',niriety'(9t'f)'days'and"will demonstrate Justifiable cause for.the extension:.If.work:-ceases for ninety(90)consecutive.days,the job.is,considered abandoned: WARNNdG TO',OWNER: YCr UR;'FAILURE'TCO AECQRD A:.NOTiCE:OF.:C.OIVIiMENCEMENT iV1AY':RESULsT IN YOUR ' PAYING;TWICE'FOR-IMI?R01 E11Al NTS'1p;YOUR PRt P1 RT:Y-.I I YU.Uai E1ND`T4 OBTAiN FINANGtNG"' 'WITH"YOUR''LENDER OFt AN ATTORNEY BEFORE•-,RECORDIN'G`YOURXNOTICE'OF£CON(MEft MENT:': FLORIDA JURAT,(E.S.117:03).;., - `.OWNER OR AGENT., CONTRACTOR - Subscribed and-sworn W(or affirmed)before rile this Subscribed and sworn to(or affirmei!)before ma this by by Who is/are personally known to me or.has/have produced Who is/are personally'known.to:me,.or ha0ave:produce& :,as iddhtificaiilon.• " as Identification. _. 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UGPUOI :*ON ouoqdelei i :puoqj*junowv Otels f4ri SMPPV OWBN Aluns .9 AP.3 0 *.,ON suvqdwal sApa4uoo OM 9 a A ssmppv zvuVVuQm;) CZI" atom ssajppv (-QqB POISR-1-0-4 IUDJGMP P) -MO4OHLL vIdWIS 80A 40 swoN AWMG —:Av9dwd Lq FgMul AM Ago SSWppv "It"D-Fvw A WOOM li"YIV 46SOE OWON -A 5VVtFI I'Oq PAO)Ri :juaw2Awdwj eta jo;papaww eassol";I uc.rmtwos4 02sool Jo u9jinwopi Jaumo T ,.Sj_-x_C)h J43 U0E],uawmwdwj do ualidimsea jamuag Z* 1 + 571A-imiulz jq pvvRd 0? :ssejppvl-49 0(_00 -00100-0000-11-0)z -hz UOIICOPuBPI P-d:Mgdoid to uogdposec) 3 ju--owwoop a2pN Ogg Lq poppaid sl ucauuuojtq OWmao)otg ,-IMMS BppcU IUL jmde4:)qum ewe*=ut pue'Allodoid lest ulopea op spew eq#VA jueumoidu4 wL;l aqicu seAlS Aqam4 a3N91Stj30Nn 3H1 MsUb ;0AwnD0 109114s I IN3W3*N3WWOO AO 301ION 0 0 to(3-a 0C)o- I z-9 ONailQ*JBd 'ON lluuad STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO(,E-RTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT THIS OFFICE N FILE OR OF PUBLIC RECORD IN S MY HAND AND OFFICIAL SEAL THIS DAY OF .....(2&_2_Da CLERK ROLLER PAULAS-0 to V 1897 DEPUTY CLERK Jacqueline Boges From: Rodney Corriveau Sent: Friday,April 13, 2018 10:34 AM To: Jacqueline Boges Cc: elawson@morrowsteel.com Subject: Morrow Steel Building Jackie, Morrow Steel Building is ok from Planning Department Rodney .p 06V ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: City of Zephyrhills Planning Department Historic Captain Jeffries House 38537 5tn Ave. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813.780.0005 Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request,do not send electronic mail to this office. 1 MORROW STEEL 3620 COPELAND DR . ZEPHYRHILLS , FL 33542 ALL WORK SHALL COMPLY WITH PREVftJLING CODES FLORIDA.BUILDING CODE, NATIONAL ELECTRIC CODE, PROJECT: MORROW STEEL ORDINANCES �zEPHYRHiLLs ]P # t Iriz# 13) �,-46O 3 620 COPELAND DR . _ � ZEPHYRHILLS , FL 33542 is h� CEWDA- Z 7 X ENGINEER'S NOTES, JOB I D 1 AS1826 CJT '. r � r'M � 1) BASIC WINDSPEED=140 MPH ult/ 78 ASD. 3 sec. gust II M.448W&j 2) RISK CATEGORY II - Normal 3) THE EXPOSURE CATAGORY= B 4) ENCLOSURE CLASSIFICATION: Closed APPROVAL OF A.S.B.C.L DRAWINGS INDICATE THAT A.S.B.C.I. CORRECTLY INTERPRETED AND 5) ALL STRUCTURAL STEEL: A ST M-A 36 APPLIED vDISCREPANCIESTHE EXINTS ST BETWEEN T THE HEY DRAWINGS PLANS A SPECIFICATIONS.PLANS FOR OTHER TRADES, THE STRUCTURAL 6) THE DESIGN WIND PRESSURE FOR CCC STEEL DESIGN NSCON SHALL SSE��CT�4�IALSINTHTHE STRUCTURE OF RE STANDARD H� NOT FISHED BY AS.B.C.I. ARE THE A S PER A SC E 7-10 RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN A.S.B.C.I. UNLESS SPECIFICALLY INDICATED. 7) CONSTRUCTION TYPE: TYPE II B BUILDING LOADS / DESCRIPTION: ROOF PANELS: 8) OCCUPANCY: S2 COLOR' Galvalume Plus WIDTH' 40 LENGTH' 75 HEIGHT' 16.67 /20 BOLT TORQUE (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). WALL PANELS: Description: Type: Torque: THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED COLOR' NEED COLOR A AND APPLIED AS REQUIRED BY ' FBC 17 6TH EDITION x 1 ' Bolt A325 100 foot pounds THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY TRIM COLORS= WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. GABLE' NEED COLOR x 1 ' Bolt A325 140 foot pounds ROOF DEAD LOAD' 3.000 PSF (ROOF PANELS & PURLINS) GUTTER' NEED COLOR COLLATERAL LOAD' 0 PSF x 1' Bolt A307 45 foot pounds DOWN SPOUTS' NEED COLOR ROOF LIVE LOAD' 20.00 PSF EAVE' NEED COLOR x 1' Bolt FN NECK 105 foot pounds ROOF SNOW LOAD' 0 PSF FRAMED OPENINGS' NEED COLOR x 2' Bolt A325 140 foot pounds BASIC WIND SPEED' 140 MPHutt/ 78 ASD. 3 sec. gust CORNER' NEED COLOR SEISMIC ZONE' A 4 x 2' Bolt A325 250 foot pounds BASE TRIM' NEED COLOR RISK CATEGORY II - Nornal LINER PANELS: x 1 1/4' Bolt A307 45 foot pounds SNOW LOAD _ 0 COLOR' , '� x t ASTMA 307 105 foot pounds SEISMIC LOAD 0 LINER TRIM: I OTHER LOADS T a° KEITH COATS, PE. # 48917 coL°R' = Imo" AUSTIN CONSTRUCTION GROUP, INC. SPECIAL NOTES: J . Ri!VERVIOII. R0N A 33569 �g Al ♦ PHONE# (813) 917-9267 E—WAIL kcoob0ocg6ompo.com j ��,�, Cert6'cote of AuftraoOm No. 30178 917 Dia 3/4" 'P0 1 75'-0"OUT-TO-OUT OF STEEL 4 Low Eave . 34" 9OofP 3 F 1 25'-0" 25'-0" 25'-0" iiq; 24-T24-7OL See Plan o�o � 1 1/2" l_ 1 A DETAIL A B 0 0 o o B Dia= 3/4" a 3 f -T- OIO o 3" 'i 010 1_ 4" 1 3/4 1 3 B B I I W W 5 � DETAIL B Dio= 3/4" 6" o Ii I:T3: o4 @ 1 3/4 1 3SW $" See Plan DETAIL C D D 25'-0" 25'-0" 25'-0" .1 1 2 3 4 High Eave ANCHOR BOLT PLAN f2TiF NOTE: NI Base Plates 0 100 D" (U N) I.) � l, Y THAT i HAVE� KEITH C OATS, PE. # 48917 R T AND FOUND IT TO H ASCE 7-10 & AUSTIN CONSTRUCTION GROUP, INC TF ILD 4 2017 6th EDITION 7220 ALAFIA RIDGE LOOP 70 v RIVERVIEW, FLORIDA 33569 O ; • PHONE# (813) 917-9267 E—MAIL: kcootsOocgtampa.com to C ' Certificate of Authorization No. 30178 '•.•• got ALL STEEL BLDGS. PROJECT MORROW STEEL ANCHOR BOLT PLAN & DETAILS " i9•••••�`••• ID AS1826 DESIGN: DRAFT: CHECK: ' '(� jlj {�QPE #4H917 PROJECT 3620 COPELAND DR. DATE: 3/30/18 SHEET 2 OF 15 j � . ADDRESS ZEPHYRHILLS, FL 33542 FRAME LINES: 1 2 3 4 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Q 4 COLUMN UNE Column_Reactions(k Frm Col Load Hmax V Load Hmin V Bolt(in) Base—Plote(in) Grout Line Line Id H Vmox Id H Vmin Qty Dia Width Length Thick (in) I B 5 1.9 0.0 6 —1.7 0.0 2 0.750 2.750 5.750 0.250 0.0 7 1.9 0.1 1 C 5 2.0 0.1 6 —1.8 0.1 2 0.750 2.750 5.750 0.250 0.0 7 2.0 0.1 4 C 5 2.0 0.1 6 —1.8 0.1 2 0.750 .2.750 5.750 0.250 0.0 7 2.0 0.1 4 B 5 1.9 0.0 6 —1.7 0.0 2 0.750 2.750 5.750 0.250 0.0 7 1.9 0.1 NOTES FOR REACTIONS H Building reactions ore based on the following building data: f V Width (it) 40.0 Length (t) = 75.0 Eave Height (ft) = 16.7/ 20.0 Roof Slope (rise/12 ) = 1.0 Dead Lood psf ) = 3.0 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Collateral Load (psf ) = 0.0 Roof Live Load(psf ) = 20.0 Column_Reoctions(k ) Frame Live Load Frm Col Load Hmox V Load Hmin V Bolt(in) Bose_Plote(in) Grout Min( sf ) = 12.0 Line Line Id H Vmox Id H Vmin Qty Dia Width Length Thick (in) Max(psf = 13.8 Wind Speed (mph ) = 140.0 1* A 1 2.1 5.9 2 —1.9 —4.0 4 0.750 6.000 12.25 0.375 0.0 Wind Code = FBC 17 (IBC 15) Exposure = B 4 —0.5 —4.2 Cl sowed/Open = C 1* Frame lines: 1 4 Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = A Seismic Coeff (Fo•Ss) = 0.11 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Risk Category = II Column_Reactions(k ) ID Description Frm Col Load Hmox V Load Hmin V Bolt(in) Bose_Plote(in) Grout — Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 1 Dead+Collateral+Live 2 0.60eod+0.6Wind_Left1 2* A 1 3.6 10.0 2 —3.7 —8.0 4 0.750 6.000 12.50 0.375 0.0 3 0.6Deod+0.6Wind_Long2L 3 —1.0 —9.8 4 0.60eod+0.6Wind_Long2R 5 0.6Deod+0.6Wind_Ri ht2+0.6Wind_Suction 2* Frame lines: 2 3 6 0.6Deod+0.6Wind_Pressure+0.6Wind_Long2L 7 Deod+0.6Wind_R"aght2+0.6Wind_Suction GENERAL NOTES 1. ALL LOADING CONDITIONS ARE EXAMINED AND ONLY MAXIMUM/MINIMUM H OR V AND THE CORRESPONDING H OR V 2. POSITIVE REACTIONS ARE AS SHOWN IN THE SKETCH. FOUNDATION LOADS ARE IN OPPISITE DIRECTIONS 3. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE H POINTING AWAY FROM THE BRACED BAY. THE VERTICAL REACTION IS DOWNWARD. 4. RISK CATERGORY II — Normal BUILDING BRACING REACTIONS f Reoctions(k ) Panel_Shear —Wall — Col —Wind — —Seismic — (lb/ft) Loc Line Line Harz Vert Horz Vert Wind Seis Note - L_EW 1 - (h) F_SW D f B SW A 3,2 4.0 2.3 0.2 0.1 h 1 HERiyp' THAT I HAVE KEITH C OATS PE. # 48917 �f Bracing loads ore applied to adjacent building REVIEW ' H ijFOUND'IT TO h)Rigid frame at endwoll BE IG�►� E 7-10 & AUSTIN CONSTRUCTION GROUP, INC . THE FL 7 6th EDITION 7220 ALAFIA RIDGE LOOP . RIVERVIEW, FLORIDA 33569 } * E PHONE% (813) 917-9267 E—MAIL: kcoats®ocgtompa.com I .. - Certificate of Authorization No. 30178 ALL STEEL BLDGS. �C'• PROJECT MORROW STEEL ANCHOR BOLT DETAILS & REACTIONS #4. `� ID AS1826 DESIGN: I DRAFT: I CHECK: KEITF�fC�4/ �P `48917 PROJECT 3620 COPELAND DR. DATE: 3/30/18 SHEET OF 15 ADDRESS ZEPHYRHILLS, FL 33542 it SPLICE BOLT TABLE MEMBER SIZE TABLE MARK MEMBER LENGTH Mark Toy Bat Int Type Dia Length RF1-1 W12x14 15-10 5 8 SP-1 4 4 0 A325 0.625 1.75 RF1-2 W12x14 38'-5 9/6w SP-2 4 0 0 A325 0.625 1.50 FLANGE BRACES: Both Sides(U.N.) 4' FBxxA(1): xx=length(in) 20'-6 3 • 2'-7 5/16 26 Go. PBR, Goivalume Plus 4 41. 12 F - N RF1-2 I I II II II II I II II I II II j 1 II II II II II II II II II II I II II II II U u 1 15 16" 38'-4 1 16' CLEAR + - A 40'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 1 4 I I HAVE KEITH C OATS, PE. # 48917 REVIEW ' I9( .OUND IT TO BE I 1 QE 7-1O && AUSTIN CONSTRUCTION GROUP, INC . THE FL( I t$k. INC 0 6th EDITION 7220 ALAFIA RIDGE LOOP No.4 ,* RIVERVIEW, FLORIDA 33569 * PHONE# (813) 917-9267 E—MAIL: kcoatsOocgtampa.com Certificate of Authonzation No. 30178 ALL STEEL B LDGS. �`" PROJECT MORROW STEEL RIGID FRAME ELEVATION ID AS1826 DESIGN: DRAFT: CHECK: s. ��� PROJECT 3620 COPELAND DR. DATE: 3/30/18 SHEET 0F15 KEITH G't3a48917 ADDRESS ZEPHERHILLS, FL 33542 SPLICE BOLT TABLE MEMBER SIZE TABLE Qt MARK MEMBER Mark To/ &ot Int Type Dia Length LENGTH RF2-1 W12x19 15—10 5 8 SP-2 4 0 0 A325 0.625 1.0 '�� 5'-2 3 4" RF2-2 W12x19 38'-5 1 4" _qhtt Panel____ FLANGE BRACES: Both Sides(U.N.) 1• FBxxA(1): xx=length(in) A — L2x2x1/8 _ Light panel __ X114" 5'-1 34" ` 2'-7 5/16" —6 1 26 Go. PBR, Golvalume Plus ,1) — FB31A 1 RF2-2 I J- 6 m ' L I s ' I —0 3 16" 38' 3i3/i6" CLEAR + — f 40'-0" OUT—TO—OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 2 3 I REVIEW ' THAT IT TO FOUND I HAVE KEITH COATS, PE. # 48917 ' BE I� CE 7-10 & AUSTIN CONSTRUCTION GROUP, INC . THE FL )7 6th EDITION 7220 ALAFIA RIDGE LOOP No.417 * RIVERVIEW, FLORIDA 33569 * * PHONE# (813) 917-9267 E-MAIL: kcoots®acgtompa.com Certificate ALL STEEL BLOCS. i� tLOR1Q� 1/ ALL PROJECT MORROW STEEL RIGID FRAME ELEVATION �i ♦ ID AS1826 DESIGN: DRAFT: I CHECK: KEi I► 8917 PROJECT 3620 COPELAND DR. DATE: 3/30/18 SHEET 5 OF15 ADDRESS ZEPHERHILLS, FL 33542 MEMBER TABLE ROOF PLAN 75'-0"OUT—TO—OUT OF STEEL MARK PART LENGTH P-1 10X35214 27'—i 1/2" 2 3I P-2 10X35L14 29'-3 P-3 10X35Z14 27'-1 1/2" ' " 25'-0" '1' 25'—0" E-1 lOE14 24'-11 1/2p 5" I E-2 10E14 24'-11 1/2" E-3 10E14 24'-11 1 2" II CB-2 CB0313 28'-5 172" CB-3 C60313 27-3 1/2" RF1-1 E-3 RF2-1 E-2 RF —1 —1 RF1-1 CB-4 CB0313 29-3 1/2 I �IG7 M P-1 P-2 P-3 c2 I I I I I I I I IPAQ%EI. P-1 P-2 P 3 v N l�l I N o I I I I I ii 7N P-1 P-2 I P13W RF1-2 P-1 H22P .2 P-3 RF1-2 v � I � I I I " IIGHTI I I I fPQA�t_E1. I I I I N 1 1 P-1 I <P-21P 3 , .g P-1 P-2 M N M iD ___ ----------------= 7-'———— —————— ———— —————— P-3 —————— PURLIN 2'-1 3/4" 2-1 3 4' ROOF LAP 2-1 3/4 21 3/4 SHEETING PANELS: 26 Go. PBR Golvalume Plus ROOF FRAMING PLAN I HEREBY I THAT I HAVE KEITH C OATS, PE. # 48917 REVIEWE � i FOUND IT TO BE I ', CE 7-10 & AUSTIN CONSTRUCTION GROUP, INC . THE FLO$i GO7 6th EDITION 7220 ALAFIA RIDGE LOOP No.417 RIVERVIEW, FLORIDA 33569 /// * PHONE# (813) 917-9267 E—MAIL: kcoatsOocgtompa.com 0 / Certificate of Authorization No. 30178 ALL STEEL B LDGS. PROJECT MORROW STEEL ROOF FRAMING ���� �4A�0�' �` ID AS1826 DESIGN: I DRAFT: I CHECK: KEIV 917 PROJECT 3620 COPELAND DR. DATE: 3/30/18 SHEET 6 OF 15 ADDRESS ZEPHYRHILLS, FL 33542 BOLT TABI.E E -1 i 14 i5C14 1 EC-2 10X25C12 16-10 /4' DH-1 10X25C14 13'-11 1/2' G-1 10X25Z14 11'-1 1/16' G-2 10X25Z14 12'-i' Ii IM AB K>U) WRK LENGTH 1 - CONNECTION PLATES 2 CL100 3 CGC2 40'-0'OUT-TO-OUT OF STEEL A B C D A B 4 P P C D 13-0 I 14-0 13-0_ 12 L4x2 12 ,- I I 0 i i i .r� -i - G-2 o M .a Q • � I iFi1 O - 1' L`---L4- - -- ---- - - - - - ----- -- EC-1 EC-2 6'-6' --1 CBCI21 ENDWALL SHEETING & TRIM: FRAME LINE 1 ENDWALL FRAMING: FRAME LINE 1 PANELS: 26 Ga. PBR - NEED COLOR I HEREBY CERTIFY THAT I HAVE KEITH COATS, PE. 48917 REVIEWED TFIIfi D FOUND IT TO BE IN CE 7-10 & AUSTIN CONSTRUCTION GROUP, INC. THE FLO )7 6th EDITION 7220 ALAFIA RIDGE LOOP s �0 8'Y RNERWEW, FLORIDA 33569 * X7 a + PHONE# (813) 917-9267 E—MAIL- kcoatsOacgtompa.com = # - Certificate of ALjtho4izafion No. 30178 ALL STEEL BLDGS. PROJECT MORROW STEEL ENDWALL FRAMING ID AS1826 DESIGN: DRAFT: I CHECK: K PROJECT 3620 COPELAND DR. DATE: 3/30/18 SHEET 7 OF 15 ADDRESS ZEPHYRHILLS, FL 33542 /IIIN1" MEMBER TABLE 4 75'-0"OUT-TO-OUT OF STEEL 1 FRAME UNE ART LNCTH DJ-2 8X25C16 -8 1/2" 3 2I DH-3 8X25C16 2'-11 1/2" 25'-0" 25'-0" I 25'-0" I DS-2 8X25C16 2'-1l 1/2" 5" E-1 10E14 24'-11 1/2" ---yyy E-2 10E14 24-11 1/2" E-3 10E14 24'-11 1 2" G-5 8X25Z14 26'-1 1� E-1 J2 E-2 E-3 G-6 BX25Z16 1'-3" G-7 8X25Z16 21'-5" °° G-8- 8X25Z16 26'-1 1/2" I L6 G-5 G-8 I CB-1 C80313 '-11 1/4" TRIM TABLE 00 FRAME UNE A i I I I K N H °D V_ 1 CBC11B 3-2 1 2 - :1 w -7 8 G-9 2 CBCI17 ' ' 1 H 3 CBCI O 3'-8" D G-5 G-8 H2 G-9 I CONNECTION FRAME LINE PLATES DID MARK ART 1 Q L4 x2 ( 2 11 3 CLIOO RFt-1 RF2-1 RF2-1 RF1-1 i -0" 20'-6" GIRT t'-1 1'-1 - LAPS 1'-1 3/4" t'-1 3/4" SIDEWALL FRAMING: FRAME- LINE A 1' Y 9 7 (Gutter with 4 downspouts) CBCIEC CBCIEC CBCICB CBCI08 GSTRAP CBCICB DI ID : : t t In t t t m t t t t as a> as as a� -as a a-. "as as oe as as as as as as as as as ft as as as as i i i I I i i i i i i i 1 i i i i I I i i 1 I 1 i <n is co is is in io co io is is .o io ca is m io is ca co is _e is io iI 1 CBC121 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR — NEED COLOR I HEREBY C HAT I HAVE KEITH C OATS, PE. # 48917 REVIEWED TF $t ND IT TO AUSTIN CONSTRUCTION GROUP, INC . THE FLORID 'J,th EDITION 7220 ALAFIA RIDGE LOOP , 1T RIVERVIEW, FLORIDA 33569 PHONE# (813) 917-9267 E—MAIL: kcoats@acgtampa.com : * = Certificate of Authorization No. 30178 ALL STEEL BLDGS. -. /� $ PROJECT MORROW STEEL SIDEWALL FRAMING '��f _ •`��` ID 2 DRAFT: CHECK: PROJECT 3620 COPELAND DR. DATE: 3/30/18 SHEET 9 OF 15 KEITH 7 ADDRESS ZEPHYRHILLS, FL 33542 1 - I BOLT TABLE UNE4 um U2 MEMBER T FRAME I 4 C-1 1OX 1 i -á 4 EC-2 10X25C12 11 DJ- 101/2 DH 1 10X25C14 13'-11 2' DH-2 10X25C14 2'-11 1/2 DS-1 10X25C14 2'1 1 1/2' G-2 10X25Z14 12'-1' G-3 10X25Z14 11'-1 1/16 G-4 10X25Z14 112 4 1 4- 2 C8I17 14'-8' 3 CBC118 3'-21/2' 4 CBCI17 3'-8' 5B2O 3'-8COEC11ON PLATES 40'-0'OUT-TO-OUf OF STEEL ^ 4 D C B A I 1 Q l^J 1 1 13'-0 14'-0' 13'-0' 2 CL100 1'� 4 CLt 0 L4x2 12 12 5 f2 6 1- r - -- -- __ ____I I m I I i t + a • - DH-1 2 - l6 + • q 1 co I ( `Mt • �' t t of • • • N d co 7 O! p Of 1 t M O Of G-2 C - 6 t� • .^- h t0 r to I eo I s J ,rCI I ao if- - - -- -- - - -i1 _ - -- - --EC-2 EC-1 - - -- - -- CBC121 L 4-3L 43 .I '-0:I ! ENDWALL FRAMING: FRAME LINE 4 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. PBR — NEED COLOR REVIEWED EB"V D IIT TO KEITH COATS, PE. # 48917 BE IN 1: -10 & AUSTIN CONSTRUCTION GROUP, INC. THE FLORIMk DCG N Sth EDITION 7220 ALAFK R LOOP .`. * * RIVERVIEW, FLORIDA 33569 • PHONE# (813) 917-9267 E—MAIL: kcoats0ocgtompa.com +09 sTA� �� ALL STEEL BLDGS. 78 PROJECT MORROW STEEL ENDWALL FRAMING F 0 AS1826 DESIGN: DRAFT: CHECK: �JJJ ♦ ' PROJECT 3620 COPEtAND OR. DATE: 3/30/18 SHEET 8 OF 15 KEITH COA �' 8917 ADDRESS Z AFL 33542 I ' 3/4' DIA. ALL THREAD W/ CONCRETES 1/4'X3`X3' SQ. WASHER W/ NUT 1. THE MINIMUM SOIL BEARING CAPACITY REQUIRDTO SIJPPORTTHIS STRUCTURE IS 1,000 PSF. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). USING TOP MAT-j STEEL ANCHOR TYPE 1 PORTLAND CEMENT, HAVING A MINIMUM OF 28 DAY BOLTS EMBEDDED INTO PIER 2. A PERMANENT SIGN WITH IDENTIFIES THE TERMITE TREATMENT PROVIDER COMPRESSIVE STRENGHT OF 3,000 PSI. 10' 15' MIN. (MIN 2 1/2' PROJECTION) AND NEED FOR RE-INS AND TREATMENT CONTRACT RENEWAL SHALL BE 2. APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE ---------- PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ACI PUBLICATIONS 301-72, 318-77, 347-68, AND SP-5 CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI 5'-0'x5'-0'x3' 3000 PSI ELECTRIC PANEL FBC 104.26 301-72. M • • 3. REINFORCING STELL SHALL MEET ASTM A515 GRADE 40. __ CONCRETE PIER 3. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL WITH TWO LAYERS OF #5 REBARS EACH COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES 4. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS WAY EQ SPACED W/ 3' MIN CVR EXCEPTION PAINT OR DECORATIVE CEMENTATION FINISH LESS THAN "THICK FOLLOWS BOTTOM ADHERED DIRECTLY TO THE FOUNDATION WALL BEAMS ABOVE GRADE 1 MAT SLAB ON GROUND CENTERED 3 5'-O'--- BEA �' TIPS, 2' MIN. 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FOOTINGS 3'SIDES S. 3' H0T70M GRADE MS 1 FILL IS COMPLETED. SIDES 3' BOTTOMS COLUMNS CF-1 TYPICAL FOOTER DETAIL 5. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED STRUCTURAL SLAB INCLUDING SPACES BOXED OF FORMED. 5. WELDED WIRE FABRIC REINFORCEMENT SHALL BE IN 3/4' DIA. ALL THREAD W/ ACCORDANCE WITH ASTM A185. FIBERNESH MAY BE USED IN LIEU 1/4'x3'x3' SQ. WASHER W/ NUT OF WIRE FABRIC. 6. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION ASTMA-307 STEEL ANCHOR OF TRAPS, ETC.SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. 6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR BOLTS EMBEDDED INTO PIER PERMANENT FORMS MUST BE OF A SIZE&DEPTH THAT WILL ELIMINATE THE WDIAMETERS UNLESS OTHERWISE NOTED ON THE STRUCTRAL 15' MIN. (MIN 2 1/2' PROJECTION) DISTRUBANCE OF SOIL AFTER THE TREATMENT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING AND SHORING AND THE DESIGN OF THE SAME DURIt 4X4'-0'X2' 3000 PSI 7. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST CONSTRUCTION n, RAINFALL DILUTION IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. 8. CONSTRUCTION JOINTS SHALL BE LOCATED AS PER THE _ _ COTHRONE LIER RETREATMENT IS REQUIRED. WITH ONE LAYERS OF #5 REBARS EACH DRAWINGS. WAY EQ SPACED W/ 3'- MIN CVR 9. ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION BOTTOM 8. CONCRETE OVERPOUR AND NORTEK ALONG THE FOUNDATION PERIMETER WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. MAT MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 10. SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING 3' _4'-O'-_I9. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER DRAWINGS FOR THE EXACT LOCATION AND ARRANCEMENT OF ANY MIN. PADS, SUPPORT FRAMS ETC. REQUIRED FOR MECHANICAL AND CONSTRICTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTRIAL SOIL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLID SHALL BE DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH CF-2 TYPICAL FOOTER D E T A I L OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. RETREATED. TO BE PLACED IN CONCRETE. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE{ TREA TMENT. EATMENT. Ii. ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PRECEEDING WITH THE WORK AFFECTED. 11. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCYBE 6' MONOLITHIC CONCRETE SLAB STATE THE BUILDINGHAS RECEIVED A COMPLETE TREATMMENT�FOR THELL �PREVENTION OF EAN AND_ __ ACCORDANCE WITH THEIR RULES AND LAW OF THEEFLORIDA DEPARTMENT OF T ThE TREATMENT IS IN 7- AGRICULTURE AND CONSUMER SERVICE. %I L'0I - 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST ME REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS 12' 2 - N 5 CONT. INCLUDES ALL GRADE STAKES,TUB TRAP BOXES,FORMS,OR OTHER CELLULOSE CONTAINING MATERIAL VF-1 TYPICAL FOOTER DETAIL 13. NO WOOD,VEGETATION STUMP,CARDBOARD,TRASH,ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. - FOOTING NOTES: I HEREBY CERTIFY THAT I HAVE KEITH COATS, PE. 48917 REVIEWED T� D FOUND IT TO MARK FOOTING SIZE REINFORCEMENT REMARKS BE IN EE ft 0 AUSTIN CONSTRUCTION GROUP, INC. CF-1 5'-0' X 5'-0' X 36' -5 A 6' O.C. 2-IAYERS OF 15 THE FLO 7 6th EDITION 7220 ALAFIA RIDGE LOOP CF-2 4'-0' X 4'-O' X 24' 1-5 0 6' O.C. 1—LAYERS OF 1 5 G $ RNERVIEW, FLORIDA 33569 A11�T , PHONE# (813) 917-9267 E—MAIL: kcootsOacgtompa.com WF-1 12 W X 16 H 2 — 5 CONT. 1J 1J Cicathoffrithorizotion No. 30178 * = ALL STEEL BLDGS. NOTES: ALL-TFREAD V/ NUT y : $1A-r ' ' PROJECT MORROW STEEL FOUNDATION DETALS ALL ANCHOR BOLTS TO BE 3/4 DIA. W/ 15 MIN. EMBEDMENT �tOft •� ID AS1826 oESIGIt DRAFT. a�Ec3(: BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS K 3 coPaA�o DATE 33018 sHEEr 13 of 15 1 AODR6S zEPHtt:FULs, FL 33542 jI,IIIHiii%% 1 4 75'-0"OUT-TO-OUT OF STEEL 2 25'-0" 5" ——————————————— ——————————————— I I I I o I I i I I I I I I L--------------------------------------------------� SIDEWALL- FRAMING: FRAME LINED Y Q P P CB�IRC CBCI14 C B�IRC r------------------------------------------------ I ----1 I I I I I I I I I I I I I I I I I I I I----------------------- J SIDEWALL SHEETING & TRIM: FRAME LINE D I HEREBY C THAT I HAVE REVIEWED ' UND IT TO KEITH -COATS, PE. # 48917 Tl� BE IN C$ IC 7-10 & AUSTIN CONSTRUCTION GROUP, INC . THE FLORI 6th EDITION ? 7220 ALAFIA RIDGE LOOP rp, 17 RIVERVIEW, FLORIDA 33569 * PHONEj (813) 917-9267 E—MAIL: kcoats®ocgtampa.com * Certificate of Authorization No. 30178 STS ALL STEEL B LDGS. ALO111 `� PROJECT MORROW STEEL SIDEWALL FRAMING 'j8 `� ID AS1826 DESIGN: DRAFT: CHECK: PROJECT 3620 COPELAND DR. DATE: 3/30/18 SHEET 10 0F15 KEITH • 46T7 ADDRESS ZEPHYRHII.LS, FL 33542 IDEVALL GILT CL100/CL105 CLIPS END OF BUILDING Nt1GDl FIIAME _ GABLE RAKE ANGLECGC2/CGC3 •12 S. B. SCREW RAFTER D m IAMB SISIR WALL CLIP IS PLACED IN DID GIRT R USED D= C2) BATS, O S' R� TO SECURE PANEL. ,, x 1.0' RYp) PIBt1.1N COI�MECTB7i PLATE RIGID FRAME C0.UMN END IT • Six I ATS, BUILDING-) O I 0 0 0 O x I' J / A7E3 AR PLATE CSNOP VELHED) WALL GMT ENDVALL Ca IBM MITE. SECTION ELEVATD7d PLATS ALL BASE PLATE IF BOLTS, 0.50' BY LO' M7) F' C4) ATS. PLAN ELEVATION A10 Ror PIJRLIN TOE F ENDVALL i3 RIGID FRAME RAFTER TO WALL GIRT TO DOOR JAMB/COLUMN D15 CORNER COLUMN TO WALL GIRT BASE PLATE FOR DOOR JAMB ENDWALL COLUMN LAVE STAYT SEE RIGID FRNE ELEVATION BVG. FOR LOCATION L QUANTITY OF FLAME BRACES. 5Th.IS ONE BRACE ONLY. GAVE _ _ -BOLTS, 05' SEE RM FRAME ELEVATION DV6 FOR LOCATION L ----- - x 1.0' CIYPJ OLMITITY OF FLANGE BRACES. 5Th.15 ONE BRACE(PNLY. 2-BOLTS, OX ROff - --- -- WALL GIRT x U' CTYP) RKM BRA' I B RB�OIi� J PLATE T • I FLANGE BRACE ANY --- --- - ---__ -- - • BE ON LE RIGID FR MF 2-BOLTS, OS• SDI SEE RIQD FRAME I x_LO'-<TYPJ ELEVATTON DWG BULTS, 1 I -- NOTE FLANGE BRACE MAY BE - -- --- ---- FRAME N • • SIDE. SEE RIGID FRAME i. SECTION ELEVATION JAMB FOR ALILATh SECTION ELEVATION SECTION ELEVATION VALL GIRT VEERED z LO' (TYPJ, BOLT, 0.S' x 1S' PLATE � G2 ROOF PURLIN TO INTERIOR FRAME RAFTER E ) WALLGIRT TO FRAME COLUMN EAVE STRUT TO RIGID FRAME (J2J 4) EAVE STRUT TO RIGID FRAME L 6 DOOR JAMB TO WALL GIRT NOTE' ALL BRACE CABLES ARE FIELD CUT TO FIT. CL110 CLIPS FLO-L.avcABLE WRAP SDIEWALL COL JMN CCLWSI OR DOOR JAMo RAFTER WEB ILHILLSIDE CABLEEYEB�TID1TT o o -INTERMEDIATE BOLTS, SLOT IN WEB TO INSERT MOT BASE CONCRETE WEB OR BOTRBO.TS� DOOR HEADER NIB VASTER MU EYEDILT ANCHOt BY OTHERS, ST BE ADEQUATE FOJNDATION oNEATER TWw F R. SECTION ELEVATION TO SAFELY RESIST THE LOADS BASE PLATE BOTTaN o o � DM BOTT JOLTS SEE BOLTS, 0.50' BY 1.0' (TYP) IN THE REACTION REPORT. FLAN 0 FLANGE BRAVING Fat SIZE PLAN ELEVATION M1 DOOR HEADER TO DOOR JAMB Q2 DIAGONAL CABLE, EYEBOLT END R2 ANCHOR BOLTS AT SIDEWALL COLUMN T1 SECTION THRU-WALL PANEL BOLTS FOR RAFTERTO AND CONCRETE FOUNDATION U3 COLUMN CONNECTION REVIEWED THI f ND IT TO KEITH COATS, PE. 48917 BE IN COM 10 & AUSTIN CONSTRUCTION GROUP, INC. THE FLORIDA ,a► EDITION 7220 AWFlA RIDGE LOOP 4WT *g RNERVIEIN. FLORIDA 33569 No.* PHONE# (813) 917-9267 E—MAIL kcootsOocgtompo.com * Certificate of Mjthoñzntion No. 30178 ALL STEEL BLDGS. � � 7�4 ` ♦`: PROJECT MORROW STEEL STRUCTURAL DETAILS % i 2It .qi ♦ ID AS1826 DESIGN: DRAFT: CHECK: CAI ��♦♦♦ PROJECT 3620 COPELAND DR. DATE: 3/30/181 SHEET 11 OF 15 KEITH C ADDRESS ZEPHYRHILLS FL 33542 CT? 75'-0"OUT-TO-OUT OF STEEL Low Eave i2 3 25'-0" 25'-0 25'-0" I A WE-1 WF-1 I WE-1 I IWE-1 L WE-1 C F-2 CF-2 CF-1 CF-1 6n MONOLITHIC CONCRETE SLAB WE-1 WE-1 3,000 PSI. MIN. WE-1 WE-1 o o o_ I I 0) F.F.E. 100'-0" 0) Lj w U WE-1 WF-1 25'-0" 5'-0' 25'-0" 4'-0" 4'-0" WIDE CONCRETE APRON 1 2 3 4 High Eave TO SLOPE .25":12" AWAY FROM BUILDING TYPICAL BOTH ENDS OF BUILDING FOUNDATION PLAN I HEREBY CERTIFY THAT I HAVE KEITH COATS, PE. # 48917 REVIEWED T ND FOUND IT TO BE IN ,1SCE 7-10 & AUSTIN CONSTRUCTION GROUP, INC . THE FLOE ? 17 6th EDITION 7220 ALAFIA RIDGE LOOP % G pp RIVERVIEW, FLORIDA 33569 $f ,io '7 * PHONE# (813) 917-9267 E—MAIL: kcoats®ocgtampa.com * A Certificate� ALL STEEL BLDGS. 51 PROJECT MORROW STEEL FOUNDATION PLAN ,.►�' ID AS1826 DESIGN: DRAFT: I CHECK: PROJECT 3620 COPELAND DR.' DATE: 3/30/18 ISHEET 12 OF 15 KO 7 ADDRESS ZEPHYRHILLS, FL 33542 hii11111i PANEL SPECIFICATIONS PRODUCT APPROVAL INFORMATION SHEET I,I ALL STEEL BUILDINGS & COMPONENTS & TUBULAR DIVISION, INC. R'a•P$WPANELSECTIONPPtJuIt HWY 41 SOUTH sPECWICATIONB NEGATIVE BENDING POSITIVE BENDING 10159 U.S.U.TON, FL. 33534 PANEL MATERIAL AS SPECIFEO SHALL BE 26 GAUGEGALVAUN+EAS PANEL Fy WEIGH Ixs sxe MsxC &e Sxe Mox PH # 813-671-8044 wWNFACTUREDBYA.SBCJ,OR GAUGE KSI IN.4 FT. IN.3 FT. KIP-IN. IN.4 F . IN.3 Fr. ow-IN. FAX # 813-671-8602 EQUAL,CONFORSIMGTOTHE 29 60 0.75 0.0220 0.0356 1.2330 0.0245 0.0237 0.8500 REQUIREMENTS OF A INIMUM2 GRADE 26 60 0.94 0.0305 0.0510 1.6297 0.0375 0.0376 1.3500 A OR GRADE 50.IfNWYYEID STRESS SHALL BE80000KSIFORGRADE 24 50 1.14 0.0407 0.0733 1.7114 0.0515 0.0527 1.5778 Overview S0 AND50,000KSIFORGRADE50. 22 50 1.44 0.0541 0.1046 2.2236 0.0732 0.0763 2.2940 Product Search _____ - _____ _______ _______ ______ _______ ______ ______ Organization Search Product Application 36 COVERAGE 12• 12' --I 12' User' Public User - Not Associated with Organization - 4'-1 I'rf"1" Need Help ? Application #I FL12713.8 (Roof) FL12575.1 (Wall)II' 3, — 1B' Date Submitted' 4/03/2012 ,I` 4" 4 Product Manufacturers Alt Steel Buildings/M.B.C.I. Address/Phone/enacts 10159 U.S. Hwy. 41 South MFGR'S INSTALLATION INSTRUCTIONS Gibsonton, FL 33534 FOR ATTACHMENT TO PURLINS/GIRTS ' - 9 A U4" " (813) 671-8044 'R' 6 'PBR' ROOF/ WALL PANEL IN EVERY FLAT FOR TFE SCREW DOWN PATTERN PLACES AS s MAXIMUM WIND SPEED 166MPH ult/asd/130asd PURL.IN / GD2T SPACDdG Category, Roofing PER FLORIDA BUILDING CODE 2014 5th EDITION PRODUCT APPROVAL 11 FL12713.8 (Roof) FL12575.1 (VOIL) I I I o o r Subcategory' Non-structural Metal Roofing III S-' �TL) W Evaluation Method'. Certification Mark or Listing PLACE 1 - 12:X 3/4' STITCH SCREW D1 THE PANEL LAP Referenced Standards from the Florida Building Codes Section Standard Year iz X 3/4' SCREW EVERY eV typ. AST, A653 1973 ASTM A653 1973 TYP. PANEL LAP o 0 0 Certification Agency' Underwriters Laboratories Inc. rn. 26/24/22 GA. 'PBR' I. 'R' PANEL 12 x 1 1/2• SCREW Quality Assurance Entity, r o 0 0 I Validation Entity' Authorized Signature, Gene Dryden I - . ____ - geneealtsteet-bullc*ngs.com PLACE 2 - 12 x 1 1/2'SCHEWS Evaluation/Test Reports Uploaded' er EVERY FLAT ALONG THE V at DESIGN P FM R Installation Documents Uploaded, PTID_677_I R PANEL SPECS.pdf RISK CATEM" I NMI Z PURLWGW C'-0' FOR RO MAX MA' OF) • PEAK HASE W�L PTID_677_I R PANEL TO WOOD.pdf HAVE vM cGNVERTEn in VwW PER Fx 16043)En 16-32 PTID_677_I R_PANEL_TO_ZEE.pdf MFGR'S INSTALLATION INSTRUCTIONS PLACE 1 - 14 x 1'SCREW FOR ATTACHMENT TO WOOD SUBSTRATE IN EVERY FLAT FOR THE INTEVhEBLITE RUNS. Product Approval Methods Method 1 Option A 'R' S. 'PBR' ROOF/ WALL PANEL P 2L'I OIAMUM).Y SCREW DOWN PATTERN MAXIMUM WIND SPEED 166MPH ult/asd/130asd Application Status' Approved FLORIDA BUILDING CODE 2014 5th EDITION 0 0 Date Validated, 04/11/2012 I IT PRODUCT APPROVAL N FL12713.1 to .11 (Roof) FL125751 (Walt) Date Approved' 04/23/2012 ROOF MUST HAVE A iw. MINIMUM ROOF SLOPE IF Page: Page 1 / 1 1/2' O1 12' 0 0 �o PLACE 1 -_12X3/4' STITCH-_- SCREW X E PANEL LAP App/Seq # Product Model # or Name Model Description Limits of Use EVERY 20' typ. 'R' or 'PBR' Panel 'R' or 'PBR' 26/24/22 Gauge Galvalume and Painted Galvalume 0 0 ° Per Mfg. Installation Instructions and Approved Details. Min. Slope 1/2'12. Coated steel panels 12 X 3/4' SCREW D°, identified as 'R or PBR' fMWiUt U struction Nos. 30, 54, 79, 104, 112, 161, 167, 184 and 542 TYP. PA LAP 26/24/22 GA. 'PBR' PANEL 14 X 1• SCE+ ° ° 0 y HAVE KEITH COATS, PE. # 48917 THE IANC ITS CkhOED ION AUSTIN CONSTRUCTION GROUP, INC. o ° w * 220 AIJflA RGE LOOP _ 7Po IM FL0 ► 3359 30 LB FELT PAPER 2 - 14x 1'SCREWS 'o% ) PHONES (813) 917-9267 E—,N1. kcoab0acg(ompo COm PLACE L IN RY FLAT ALONG THE i A. Certifioale of M,thori¢dion No. 30178 V P At DESIGN PRESSURE FROM RISx CATIO Y I MAP EXISTING ROOF SUBSTRATE SAVE, PEAK I. BASE OF WALL. � LQiR` j/ SHEET 14 OF 15 WAVE DEEM CDIJVERTED TO Va"PER F0C I6__ _ 16-32 17 one M # ( qty # 1 ) 14S02 PRODUCT APPROVAL Product Category Sub Category Manufacture State of Florida Approval Number Roofing/Wall Non—structural Metal Roofing n Steel Buildings I FL11868.1 Exterior Doors Roll—up ASTA Door Corporation 888-83 Exterior Doors Swinging ersonel Door) Tell Manufacturing, Inc. ELI 7900 Structural Components Roof Deck light) Glasteel MIAMI DADE NOA Product Category Sub _ Category Manufacture MIAMI DADE NOA Number Roofing/Wall Non-structural Metal Roofing All Steel Buildings/M.B.C.I. 02-1016.04 I HEREBY Et4 HAVE KEITH COATS, PE. # 48917 RBEEVIIN CD ♦!10 8D AUSTIN CONSTRUCTION GROUP, INC. THE FLORI 9h EDITION .. * x,8917 N PHOIEJ (813) 917-9267 E—WIL _ * Certificate of Authorization No. 30178 It KENT SHEET 15 OF 15 11111