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HomeMy WebLinkAbout21-3320REINSPECTION FEES: (c) With respect to Reinpectic fees will comply with Florida Statute53.80(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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. !I 111111RITIP11 111MIN1711 "1 111 41113ZEM=Jl«»>*= «©> : Complete Plans, Specifications add fee 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. -------------- Apr, t! ONTRACTOR SIGN E PE IT OFFICE PiRM«X�PIRE�S IN 6 MONTHS WITHOUT APPROVED INSPECTION %' !11 ! .!' tt" A•= . +1*a a M'. ��, icy 1I t�� a k � Ti.. KA w Fee Simple Titleholder Name � � Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT PROPOSED USE PARCEL ID## (OBTAINED FROM PROPERTY TAX NOTICE) NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR SFR COMM OTHER BLOCK FRAME STEEL BUIL DING SIZE [:::::::SQFOOTAGE= HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL PLUMBING MECHANICAL E;�AS ROOFING AMP SERVICE. PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION W.R.E_C. FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO BUILDER COMPANY SIGNATURE REGISTERED YIN F�CURRE�Nf N Address License ELECTRICIAN COMPANYI SIGNATURE REGISTEREDFEE GURREN I N Address License ## ._:=_= PLUMBER w COMPANY ` e9p l � If SIGNATURE REG€sT�r��t� Y I N FEE cURRE Y I N Address License MECHANICAL COMPANY SIGNATURE REGISTERED? ;;; FEE CURRERI Y I Address License OTHER COMPANY SIGNATURE REGISTERED YEN FEE CURREN Y ,Address License ,..�..,.._ -a RESIDENTIAL, Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal dater Required onsite, Construction Plans, Storm ter Plans wt Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL.. Attach (2) complete sets of Building Plans 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 wl Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —*PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized BILLING CONTACT COREY MILLER MILLER CONSTRUCTION MANAGEMENT INC 502 N MASSACHUSETT AVE LAKELAND, FL 33801 �NVOICE NUMBERIVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION REFERENCE NUMBER FEE NAME TOTAL BNC-003320-2021 Address Fee $30.00 Building Permit Fee $8,415.00 Building Plan Review Fee $4,207.50 Driveway Fee $45.00 Electrical Permit Fee $515.00 Electrical Plan Review Fee $257.50 Fire Plan Review Fee $31920 Impact Fee - Variety Stores $138,096.00 Mechanical Permit Fee $220.00 Mechanical Plan Review Fee $110.00 Plumbing Permit Fee $120.00 Plumbing Plan Review Fee $60.00 Public Safety Impact Fee (Non -Res) - Admin $185.90 Public Safety Impact Fee (Non -Res) - Police $1,793.00 Wastewater Impact Fee $4,002.77 Water Impact Fee $1,934.35 4766 Gall Boulevard Zephyrhills, FLORIDA 33542 SUBTOTAL $160,311.22] REMITTANCE INFORMATION City of Zephyrhills 5335 8th Street ZeDh�rhills, FL 33542 TOTAL 1 $160,311.22 1 January 06, 2022 5335 8th Street, Zephyrhills, FL 33542 Page 1 of 1 IL OIL By order of the Building Officilah" Wiffiamq. Burgess All BUJIding, plumbing, electrical and mechanical shall cease at the below mentioned property,. av Address: 26 2,f ciolo 05xco zz-- _7? Code Enforcement Officerm. C 6 Contact the Zephyrhills Building Depadment 5335 - Sth Street 813-780-0020 Permit No. UdLu rt:t1F11LLtU I I f — Builder Name/Owner Name Control # County Parcel No C /7 A in 3�• M TRANSPORTATION IMPACT FEE Rate: Sq. Ft Unit: —LLt-- L110 Exempt EJ Yes 17­1 No How Determined Impact Fee Amount f Zone No. TAZ: SCHOOL IMPACT FEE Account (056) Single -Family Detached House Amount $ (057) Mobile Home (058) Other Residential (123) Collection Fee PARKS AND RECREATION FEE Land Account Land Credit Land Total Recreation Account Recreation CrecM iYes No How Determined Exempt 0 Yes No How Determined 22MEW Ifla"Wiff4lu 0" Total Amount $ c, RECEIPT NO DATE BY Total Amount Im a13-7Vi'f,'f20 City of Zaphyrhills Permit Application FOX-813-780-0021 Deparnirevil 321 A ! j A !P'. t• •istruction of s Dollar CDOUILDING VALUATION OF TOTAL CONSTRUCTION P !Mi =PLUMBING ROOFING AMP SERVICE PROGRESS ENERGY W.R.E.C. 1107 1 rol FLOODSPECIALTY = OTHER ZONE AREA SUILDER COMPANY SIGNATURE Address 502 N Massachusetts Ave. Lakeland, FL 33601 EUECTR)CIAH _ e s COMPANY SIGNATURE Address PLUMBER } COMPANY SIGNATURE KOWERE0 Address it i d A-w w MECHANICALCOMPANY SIGNATURE ; RVGI$TOW ! R ' RESIDENTIAL , Plot ; " sets . . , . of Energy . ! q days after subintist date. -.. .. Sanibiry ». e Work A. COMMERCIALi Minimum tan (10) working days after submillial doW R"t*W onsite, Canalruction Plaris, Stwarmsser Jeans ist Sm Fence iniftud, Swftty Facilities & I dwripater. Site Work Ponit for all now pr**IL All oprivaercial sequininiords must insat compliance SIGN PERMIT Anach (2) sets of Engineered Piero, —PROPERTY . l a + e reqtAnrd for k. * .. OwnerFlu W application o"Plowy. Agent (for the contractor) or Power of Attorney (for the owner) wouid be w000m with notarized latier ftm owner augiondrig same ConstructionIfer .i OVER Ttf COUNTER PERMITTING (COPY Of WrIblact required) Risoch It staves Sawers Service Upgrades AIC Fences tPi $u vayff ) City of Zephyrhilis NOWS1 I Mo M MR M-5 Impact Fees Within City Limits Outside City Limits Water Facilities Capacity Fee $ 1,934.35 $ 2,417.94 Wastewater Facilities Capacity Fee $ 4,002.77 $ 5,003.46 T• • t5,937.12 $ 7,421,40 L. . .... ........ oz, Contractor/Homeowner: City of Zephyrhills RUILD11IG ELLILLREVIEW COUVEITS .. .. .. ..... �I n 'I , , Site: Permit Type: INk, Approved w/no comments: EJ Approved w/the below comments: El Denied w/the below comments: El 4e This comment sheet shall be kept with the permit and/or plans. ing urriciai Date Contractor and/or Homeowner (Required when comments are present) 813-78"020 Gity of ,rot ApplicationFOX-813.70G-0021 Department t . •' X... A:€X t€..3 F. �€3 €. + it..' - a€'Y€' €..:k f: t: e d: a aB u ! Xa Lands,alf applicable limis mixiliding construdion, zonkV and land dovokiprnoft Applimifion is hereby mado A* obtain a permit to do wo* and In"Itifim as m%* requisting wrishuchon, Ownty and City oodm, zoning and tend development roguatioris in the Judadidtom I ato to" that I wuhirstand met the regulations of other government agerwAirs may apply to Ole intarxi" Work, WW "t It Is my resporalbilky to Woolay What actloris I Department of Environmental Protoction-Cypress Sayhoads, Worland Areas and Environmentally Sensitive S.i r.t Y♦... Water/Wastewater Treatment, +Management Cypress Sayhosils, Weiland Areas,Mating Y Watercourses Army Corps of Engineers -Seawalls, Docks, Navigable Waterways, Departmentof Healthr.•:Y Ser0cesi/Envitortmental Health Septic FederalUS Environmental Protection A4encyr-Asbestos abatement X X I unististand that it* tolowing restrictions apply to the use of Oil: Use of fill is • allowed in I" Zone "\r unless expressly permitted, materialIf the fill X be used In ♦Yi Zone ' it is understood that , drainage X.:'. addressing "compensating volume'♦ .timeX submitted n iX permitting :Y € :° T€ Y.. aprofessional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "K In connection with a permitted bu#dlrvg using stem wall construction, I certify that fill Wil be used only to fill the area within the stem walL If fill material is to i3 used In any area, I cedify that use of such NJ will not adverselyadjacent properties. «of fill Is found to adversely affect adjacentproperties. owner :.: be cited for iM . 1f the conditions of the building permit issued under the attached permit applicalJorr, for lots Itess then Ono (1) acre which are elevated by All, an engineered drainage plan Is req^.t r a a� 1 € X s. i • •s = • ers WraintifloollmId t f x n _.—Notery PutKic --Notary Ruth commission Noame ' may ?... �stomped a ,fit v ♦t KOY5TIN OLCJNICZAK Notary Public - State of Florida Commission x GG 2113427 '1 s� My Comm, Expires Dec 11, 2022 Bonded through National Notary Assn, !f . X: kYr • Piwaw +SRW : I PAR t { YNIMATICIN OF TOTAL CONSTRUCTION AMPURMICE PRESS VNEWY 4 W. ECG c (- VALUATION M9` hMO J n w SPECIALTY = OTHER FLOOD ZONE AREA =YES NO PAGwrowo 10 L r €Z g f Qty V ZAoyrh#to Permit , pplicstion l '�� (313)324-3126, iaura Fee der JOB ADORRU SUDWINON EE: ps INSTALL PROPOSeD rm OF commucim ED W-OCK ME RE ^pe Ri t *t + ¢ e » A! 7 x beam yy��.. y bI. t t R.. , €4 i be 11 3 11h '> -{ i e x • _ tarn ♦ r ..e. a: +. x s k:-t«i } . ,. �. t t.:, xv. i b A.Y. A d xtx tl., at k e4.. of $Areas andEnOronmentatty i Watercourses.Sotftweot Florida Water Managernent Distriot-Wells. Cypress Boyhoods, Welland Aron, Altering CorpsArmy of 4.$ Nav igable Department $opfic Tanks VS Environments! Protection Agency-Asbastoe abatement Federal Aviation Author"unways. Vs* of fill is not *Rowed In Flood Zone 1,r unless expressly psanfted If a to be used In Flood Zone understood drainage plan o a 'compensating volume' wig be submitted at time of perm" whkb Is prepamd by a profmilonal engirser Hoonsoll by the ftio of r. If the III# material Is to be used In, Flood Zone *K in connection with a permitted bulding using stom wall oonst=flon, I car* that fill will be usedonlyto Or the amit within the ownwalt. If fill maWW Is to be used In any me, I ow* that use, of such fill vA# not adversely ~ a"acent propwilos. if use of fill isfound to adversely ead*wt properties, the owner may e died for vlotating to oondifims of the building pormilt Issued under ft aftdW portnit appliestim for tots, fees than one (1) acrewhich_ elevated by tIRan engineered drainage plan a • ...::a rt AO..AOM FOR THE 001I I pavolso in Bast t a p *M • ".w$ t6. t tt� 1 dt __as WOOMOOM 'Oy KAYSTINolEJ ZAK ary PUi i1C 5t t0 ttt Fl4rfsla COMMISSIM # GG 2113427 � * My Comm, Expires, Dec 14, 2022 ad throulih Nit of Notary Asso. Plan Type: Site Development Plan Review Work Class: New Site Plan Status: Approved Valuation: $0.00 Description: GATEWAY DOLLAR GENERAL Project: GATEWAY District: City of Zephyrhills Square Feet: 10,640,00 Assigned To: Audrey McGuire Parcel: 14 26 21 0010 03200 0010 Main Address: 4766 Gall Boulevard Zephyrhills, FLORIDA 33542 Owner EARL YOUNG 5209 LOCHMEAD TER ZEPHYRHILLS, FL 33541 Mobile: 813-476-4253 Engineer SANTOS MEDINA PO BOX 253 BARTOW, FL 33831 Business: 863,800.3046 Note 1. Spandrel Glass + Glazing Sidewalk Width along US Hwy 301 Number of Stories/Building Height Signage Dimensions Invoice No. Fee INV-00003469 Certified Parcel Subdivision New Site Plan INV-00005355 Tree Mitigation Consultant Review Fee Admin Fee (Consultant Review) Authorized Agent SANTOS MEDINA PO BOX 253 BARTOW, FL 33831 Business: 863.800.3046 Created By Audrey McGuire App Date: 05/27/2021 Exp Date: NOT AVAILABLE Completed: NOT COMPLETED Approval Expire Date: 04/22/2022 Main I Zone: CRAA(Community Redevelopment Agenc SUBURBAN ZONE(SU'BURBAN ZONE) Total for Invoice INV-00003469 Total for Invoice INV-00005355 Grand Total for Plan Condition Description FAA Notice Criteria Utility Easement(s) Cross -Access Easement Cross Access Easement for "Alley" Payment of Tree Mitigation $28,350 per sheet L1. 1 of the Landscape Plans As -Built Drawings + Engineer's Certification(s) FDOT Right -of -Way Use Permit FDEP Permits SWFWMD Permits City Right -of -Way Use/Driveway Permit Date and Time Created 10/26/2021 Fee Amount Amount Paid $75.00 $75.00 $1,000.00 $1,000.00 $71,075,00 $1,075,00 $28,350,00 $0,00 $9,336,00 $0.00 $933.60 $0.00 —T38,619,60 $0,00 $39,694.60 $1,075.00 Date Created Satisfied 10/26/2021 No 10/26/2021 No 10/26/2021 No 10/26/2021 No 10/26/2021 No 10/26/2021 No 10/26/2021 No 10/26/2021 No 10/26/2021 No October 26, 2021 5335 Sth Street, Zephyrhills, FL 33542 Page 1 of 1 MILLER CONSTRUCTION MANAGEMENT, INC uo/Lu ^ "c/,E" ~^, City nfZephvrhi|b-Building Department S335OthStreet ZephyrhiUs,FL33542 Authorization Letter To whom it may concern: This letter is to state the employees of Miller Construction Management, Inc. who are authorized to sign/pick up permits for the City of Zephyrhills. Patrick Michael George Jr. Mary O'Hara Laura Ramos Ky|eA|baugh ToddA|baugh 502N. Massachusetts Am,Lakeland, FLB80Y ' p&m,u8a3.@N.306@ 863.6821242 ' emmil|ofo,,Dmi||omnstmcUonmonag,mo Version 2020.01.20 (1120120) 200 Whetstone Road Ph: (803) 568-2100 Swansea, SC 29160 Fax: (803) 568-2121 June 14, 2021 Palmetto Capital Group 1643 Williamsburg Sq. Lakeland, FL 33803 At= Jeffrey A. Lazenby, PE, CFM Proiect Location: Zephyrhills, FL 33542 NBGProiect_#: S21JO858 r'Qject Name: DG-F-10640 - Zephyrhilis FL B it iS.: A--76'-0"x140'-8"x14'-4"(EMG,0375:12) This Letter of Design Certification ensures that the materials furnished by the metal building supplier are designed in accordance with the information specified to the metal building supplier on the order documents and summarized by the loading information listed below. The Project Engineer of Record (not the metal building supplier) is responsible for verifying that the building code and design loads meet any and all applicable local requirements. The Professional Engineer whose seal appears on this Letter of Certification is employed by the metal building manufacturer. and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. RESIGN LOAD CRITERIA: Structural Loads Applied in General Accordance with: Florida (FBC 2020) MBMA Occupancy Importance Classification: II -Standard Buiidrny PROJECT -WADE LOADING INFORMATION; Ground Snow Load: 0.0 psf Snow Exposure Factor,Ce: 1.00 Snow Imp. Factor, Is: 0.00 Roof Live Load: 20.0 psf Reducible As Per Code. Rain Intensity, R: 3.9 irt/hr. Ultimate Design Wind Velocity: 138 mph Nominal Design Wind Velocity: 107 mph ***Components & Cladding Pressures: 39 psf/ -52 psf Is Roof to meet UL 90 Requirements?: No Wind Exposure: C Seismic Criteria: Ss: 0,058 S 1: 0,032 • No ground snow included in seismic calculations. Design Sds / Shc: 0.062/0.051 Analysis Procedure: Equiv, Lat. Force Procedure Scis. Imp. Factor, Ie: 1.00 Basic SFRS: Not Detailed for Seismic Scis. Design Category: A Site Class: D BUILDING -SPECIFIC LOADING INFORMATION: Roof Dead € Collateral Dead F Snow Coefficient I Snow Load (nstl i Wind Seismic Bldg t sf)* Pri (psf) ...................R...N................i.t'..........,..............r..s.........m....».1&................................�.m...f A 3.0 8.0 Sec (psfa Ct :.................................._...........................................b.................t:.....m„..- 8.0 1 A Cs 1 Ps (psf) 0.00 **Pm sty, Enclosure .............._........1F.'.......,................._......«.............,...............,.........�.«3.............., 0.00 i Enclosed GCpi R r.....................,..........._..........._..._.............................................�............ t 0.18 1 3,00 Cs 0,010 V 2.4 t � � 1 f i f 3 f *Primary .Structural Not Included **P,,, is hased out the nninimurn rool'snoxr load calculated pear building code or the contract-specifted ropfsnow load, whichever is greater. This value, Pm, is only applied in combination with Head and Collateral Loads, RoofSnow in other loading conditions is detern ined per the specified Building Code. *** Ultimate Design wind pre.sstures to be used for wall exterior component and cladding materials not provided by A4etal Building Supplier Floor Dead Load: N/A Floor Collateral Load: N/A Floor Live Load: N/A No cranes on building. * 4p .. Roof-T�p Unit Iriformation � �� � Three RTUs: (2)@1,290# and (1)@475# Satellite Support @ 1,000# The design of structural members supporting roof gravity loads is controlled by the more critical effect of roof live load or roof snow applied in accordance with the governing building code. DESIGN STANDARDSREFERENCED: • AISC Specification for Structural Steel Buildings - Steel Construction Manual, 15th Edition, © 2017. AISI North -American Specification for the Design of Cold -Formed Steel Structures, © 2016 Edition. IBC codes are designed in accordance with ASCE7-16 Edition. u • MBMA Low Rise Building Systems Manual, Latest Edition. • AWS Latest Edition of Structural Welding Code. No buyout structural components provided on this project. Version 2020.01.20 (1120120) 200 Whetstone Road Ph: (803) 568-2100 Swansea, SC 29160 Fax: (803) 568-2121 Page: RI of R4 Date: 6/1472021 Project Name: DG-F-10640 - Zephyrhills FL NBS Project Number: S21J0858 Customer: Palmetto Capital Group NBG Engineer: --- Xz- t�,-to Column base reactions are included in this packet for a building designed by Nucor Building Systems. These reactions result from frame analysis done by the NBS Engineer for this specific job. They reflect all loading to which the building may be subject, per the appropriate building code and loading information provided to Nucor Building Systems at the date of design. Reaction packets marked "FOR REVIEW" are subject to change and are usually provided at the request of the customer, although the NBS Engineer believes he/she is working with undefined, incomplete or assumed information. Reactions are provided by load case in order to aid the foundation engineer in determining the appropriate load factors and combinations to be used with either Working Stress or Ultimate Strength design methods. Wind load cases are given for each primary wind direction. For ASCE7-1 0 based building codes, the unfactored load case reactions due to wind are generated using the ultimate design wind speed (Volt). Sign conventions for computer generated frame reactions are as follows and should be taken in the sense of the frame sketch given on the reactions sheets. GLOBAL Y + upward) +Y GLOBAL Z + counter -clockwise) + z Anchor bolt diameter, grade, location and projection is provided on the Anchor Bolt Plan. Anchor bolt embedment lengths and types are not provided by Nucor Building Systems. This information is closely related to the complete foundation design which should be done by a Registered Professional Engineer familiar with the local site conditions and construction practices. Excellenceftom the ground ° wn*OR BUILDINGS GROUP Job «. '21an858 page: 1R2 _ Frame . FL 2-5 By: r, Date: no-m-ez Job Name: nc- -muw - o°phv*izz° FL File: roz ooSzmv svam^n FRAME ,omrzoms BY Lo^o c^, ~^^ v u�r-- 7'1 3 x r u Member '^ip°/ (kips) (kip-ft) ______ Lo^o CASEz - uo^ crLoz z ^ o COuoz o 6 o COL03 -, s o ____________________________ Loa c^o z - COLLATERAL ccLm z o o nOLoe o w o vox03 -2 z o ------------------------------------------------- LOAD mxu s ROOF Lr,s coLoI 3 , o mLvz o o o mLua -n z o __________________________ �� CASE - WIND CASE , TO RIGHT COLoI -u -15 o crL02 o -a o r,Los -z^ 6 o ------------------------------------------------ LOAD n^vu : vzxm CASE I TO LEFT cOLoI 7 ', u oOL02 v 'z v cOLos zs -zc u ________________________ LOAm CASE o vzmo mmu u TO uzvoT ccLoz 'z^ '24 u cncoz o '^v o no^os -13 z o ------------------------------------------------ LOAD CASE , WIND CASE 2 TO LEFT rucvz o -zz u cOLoz u '1* u cums ,^ -z, o ________________________ |u"�=` (kix) (kips) (z ) ---------------------------------------------------- LOAD CASE o LONG. WINDz��� ooLuz -, -zz o | oomz o -z^ v / om^03 " -o o _____________________ Lo^u r^eo o LONG. mrmu I TO ouom vOLoz -1 -s n | «OL02 » -» « / ccLm 1 -2 u __________________________ LOAD CASE zo ' LONG. wzmo z co BACK cOLoz -4 -cz o � o,u02 v -^o o � '*^vs 5 -o o ---------------------------------------------------- LOAD c^on o LONG. wzmo u TO rnom cOL01 -2 -z* u � oomz o -zs o � COL03 2 -, o --------------------------------------------------- LOAD ovSo zz aozoozo TO uzmsr � ooLoz -1 -, v � COLoz n 'z o � cnL03 -1 z o ---------------------------------------------------- LOAD CASE zz SEISMIC TO LEFT � ccuoz I 1 o � 000u o 1 o oLo` 1 -z o ---------------------------------------------------- AUH DING BIRWCING REACTIONS ± Reootionm(k ) ---woU --- Cal ---Wind-- --Seismic— Ab/ft) Lac Line Line �..... Mocz ����� Vert Murz Vert V0nd Seia L—EVY l B.0 13,0 7.2 OA, 0.2 F_SVV D 2.3 J2�2 14.1 1�1 0.5 R_EVV 6 C^B 20.3 11,5 O�8 0.3 B_SVV A 3.3 33,7 17-5 1 0.7 vvu* BUILDINGS GROUP Job w. o:1Jm858 Frame .FL I By: Job Name: uc-F-zoe^o - vep*,rhio` m — DESIGN SUMMARY — FRAME REACTIONS BY LOAD CASE ULU x x z Member (x�°� �^�"� (kip-ft) --------------------------------------------------- LOAD cvs z oov roLo, o z o COLoz n z u COLos o z o COuo^ v z v ________________________ LOADCASE 2 ' COLLATERAL ocLvI o z o oOLoz u ^ o ccLos o ^ o COL04 o 2 o ---------------------------- m^ c^a 3 ROOF Lz,u coLo, o ^ o on`02 o o o ooLos o o o oom^ o « o ________________________ ^ov cuuu « - wzmu umo / To uzmT co^nz o -o o cO"02 -^ -14 o com3 o -zo o CcLo^ o -v o ________________________ LOAD o^^o 5 - wzmo CASE z TO LEFT rOuoz o -x o Co`or o 'z o cmm ^ -^ o oc^o^ o -, o ------------------------------------------- LOAD omu 6 wzmo mmn 2 TO uzm,z couox o -» o COL02 -^ -,, v COu03 o -15 o CO^o* o -^ o __________________________ »=n . BB Date: 06-15-21 n,le.ED, |ae�e, (kips) (kips) / �a./ ______ __________ LOAD CASE r WIND CASE 2 TO LEFT oOLoz o -, o o,Lvz o -7 o | cOL03 ^ -zs o / ooL04 o -s o --------------------------------------------------- LOAD CASE o LONG. WIND z TOBACK-z -zz o cOLoz -4 -zo o | mmn 'z -ze o / oouo^ _3 'zz o --------------------------- LOAD CASE ^ LONG. WIND z To FRONTcOLm s -a o ocLoz , -zo o | cOL:s / -zx o / rOLo^ 3 -u v --------------------------------------------------- LOAD oos m Sozvmzc To uzuaz cu^uI o o v ccLvz 'z -z o | co^oa o z o / coLo^ o o o -------------------------------------------------- LOAD o^so 11 sEIowzc TO o,rc com1 o o o | oL02 o z o | COuo` 1 -z o / cuL04 o ^ o ` mnqOR BUILDINGS GROUP Job *. ,21m858 Frame . ,L ~ By: job Name: oo-rmmo xep*,rh^llsrL ^^^ DESIGN omaMAn - Fnnmo REACTIONS BY LOAD CASE ^°^ 4, ^ ~~ ^~ =~= ��r-- x x r Member (kips) '^ip°/ (kip-,t) ------------------------------------------ LOAD c^u I uou roLoz o z o ooLoz o 2 o Cnms o z o oom4 o z v -------------------------------------------- LOAD cvoo 2 COLLATERAL cumz o z o oo^oz v ^ n cvLns o 5 o oo^o^ o e o ---------------------------- ________ Lmw cxSo 3 coor Lzno co^oI o ^ o vomz o o o roLos o 9 o coLo^ u ^ " ______________________ LOAD cavE « - wzuu rvoo z TO uzooT ooLoz o -n o coLoz « 15 o ooms o 'zz o oo^o^ o n v _____________________ LOAD cvno s - nzuo ovzu z TO Lorr ooLoz o -u o coLoz o 's o coL^, o -o o voLo^ o s o -------------------------------------------- LOAD oAuu o wzmn ovvn z TO uzoaz coLoI v , o co^vz -« -uz 0 coL03 o -17 o ouL04 v ` v _____________________ r°ge. R4 o°te.u,-,o-2, rix°.mn a�o x , z | member (kips) (kips) (kip-,t) -------------------------------------------- LOAD o^v mzmo CASE z TO LEFT oo^m o -^ o COL02 o -^ o | o~os a -14 o / «L04 o -* o --------------------------------------------- LOAD CASE o LONG. WIND z TO BACK cvLoI -z -o o coLm -2 -,z v | oo^os / -,s o / oOLo^ -z -» o ----------------- ______________ Lvvo CASE v como. wzmu z TO room oom1 z -v n cOL02 , -22 o | ccuus 4 -25 o / voLo^ z -o o ----------------------------------------------- LOAD cvuo m SEISMIC TO RIGHT oo^oz o o o ccL02 -1 'z o | ooL03 o z o / o,Lo^ o o o ----------------------------------------------- LOAD ouoo ,z SEISMIC TO LEFT comz o o o | COLoc o z o | ,oL03 1 -z o / coL04 u o o ________________________ 7_1 9 mr!mtm I ° D G a• • • H s a • a H a• • • H • a • ■ H D o o 0 E I I I N N a N m m m m G G G G B a;A 10 01 101 10 01 101 �o 01 101 1 oD1 101 eH c � 1 6 o i cat (N m � m � Ui cv x x A co L Lo I � to N O D F E D D ® Q' I C ��w m ImI.I . ANCHOR NOTESGENERAL ANCHOR1. THE SPECIFIED ^#• DIAMETER GRADEASSUMES F1554 { # OTHERWISE. ANCHOR ••! MATERIAL OF EQUALDIAMETER MEETING OR #... REQUIREMENTSTHE STRENGTH ♦' ON THESEDRAWINGS THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER. ANCHOR -# MENT LENGTH SHALL BE DETERMINED^ BY THE FOUNDATIONDESIGN ENGINEER.2. METAL BUILDING MANUFACTURER IS NOT RESPONSIBLEs^ PROJECT FOUNDATION DESIGN.FOUNDATION • DESIGN IS THERESPONSIBILITYOF PROFESSIONAL LOCAL• D • . ANCHOR3. RODS, FOR RODS,ANCHOR BOLTS, EMBEDMENT M. ARE NOT BY METAL BUILDING MANUFACTURER. 4. THE ANCHOR ROD LOCATIONS PROVIDED BY METAL BUILDING . PERTINENT REQUIREMENTS i DESIGN THE MATERIALS SUPPLIED BY THE METAL BUILDINGOF RESPONSIBILITY OF D O ENGINEER TO MAKE CERTAIN THAT SUFFICIENT EDGE DISTANCE IS PROVIDED FOR ALL ANCHOR RODS IN THE DETAILS FOUNDATION 5. DRAWINGS ARE NOT i SEE DETAILS i. COLUMN ORIENTATION. ANCHOR6THE ROD PLAN INDICATES WHERE THE ANCHOR RODS ARE TO BE PLACED AS WELL AS THE FOOTPRINT BUILDING. IT IS ESSENTIAL THAT THESE ANCHOR # PATTERNS BE FOLLOWED. I. THESE SETTINGS DIFFER FROM THE■ ;, FOUNDATION PLANS, THE METAL ANUFACTURER MUST BE CONTACTEDARCHITECTURAL- , IMMEDIATELY W 1 CONCRETE • a LOW EAVE UNLESS NOTED OTHERWISE. 8. ALL DIMENSIONS ARE OUT TO OUT CONCRETEIF REQUIRED REQUIRED DIMENSION SHOULD BE ADDED TO f.. OBTAIN THE OUT i OUT OF i:.. DIMENSIONS. FLOOR9. FINISHED ELEVATION = 100'-0" BOTTOM OF BASE PLATE 100'-0' UNLESS NOTED OTfig,,4.,. I I 0 1 10 010 i- 1 2" 1 1/2' 1 .1 1/2- lpo 00 0o 10 - 1 1 3. 0 10 — 1 2" 1 1/2� 1 1/2" 8" See Plan DETAIL 9 Dio= 3/4" 4 010 0 10 1 1/2 1 1/2 Lj 4 DETAIL D 6" F�7 0 0 �3" 1 00 1 2" 1 1 1/2 1 1 1/2- DETAIL E I 11 8. 0 1% 0 5" 5" 0 0 2" G Bose Fl, 99'-4" FOUNDA71ON DESIGN NOTES: 1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT COINCIDE WITH THE CCOLUMN ORIENTATION SHOWN ON THE ANCHOR BOLT z DRAWING. PLEASE REAFETRUEANLCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES 0 SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN DURING LAYOUT OF COLUMN AND ANCHOR BOLT LOCATIONS. Ld CLR. OPENING VARIES: O COLUMN 2. COLUMN BASE PLATES MAY HAVE MORE HOLES THAN ARE REQUIRED DUE TO EL (USE (2) 1/2- DIA EXPANSION PRODUCTION LIMITATIONS. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUANTITY BOLTS PER COLUMN) OF ANCHOR BOLTS REQUIRED. EXTRA BASE PLATE HOLES DO NOT NEED INFlH ED FINISH PER THE MSS DESIGN SPECIFICATIONS. FLOOR GIRT DEPTH + 12* SW ANCHOR' BOLT (RECOMMENDED) ICAL COLUMN BASE PLATE DETAIL TYPICAL OVERHEAD DOOR FRAMED OPENING IMP OQ 84= WATE OF �01 full 1% I 1.1== I $ � N MR I - 6'-7' - � 16'-2" - 1- 5'-3* - � - 5'- 11 - - I - 16'-2' 1 V-11, 1 5'-11, 1 16'-2" 1 5'-11't 5'-11"t 16'-2' 5'-11'L5'-10" 1 16'-2' 1 6'-8- -1 SIDEWALL FRAMING: FRWE UNE D OVERFLOW DRAINAGE MUST BE PROVIDED TO PREVENT A BUILD—UP OF WATER ON THE ROOF SYSTEM. NO PONDING OF HAS BEEN DESIGNED BY NUCOR DUE TO WATER NOT FLOWING FREELY FROM ROOWATERF. ENGINEER OF RECORD i ACCOUNT FOR SCUPPER PLACEMENT AND DESIGN. I a 0- D 0 cIf (D 6 0 D c') IL M LL 00 z 5; Ulf < O mNa