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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 N N 00 N c' GENERAL NOTES: BUILDING 1. MATERIALS DESCRIPTION 0 STRUCTURAL STEEL PLATE A529/ A572/Al011 PRIMER COLORS HOT ROLLED MILL SHAPES A36 A529 A50000 HHS ROUND ASOO PRI PRIMER COLOR:RED SECONDARY PRIMER COLOR:RED HHS RECTANGULAR ASDO COLD FORM SHAPES A653 / A1011 ROOF SHEETING ROOF AND WALL SHEETING A653 / A792BOLTS A307 TYPE:SS GAUGE:24 FINISH:Golvalume Plus CUP TYPE: Tall CABLE A475 / A325 / A490 THERMAL BLOCKS: Yes EPS FOAM SPACER: No ROOF LINE TRIM, PAINTED:Galvanized RODS A529 / A572 YES[] NOX DOWNSPOUTS PAINTED:___________GUTTERS PAINTED: ______ YESX HOE INSULATION 6 INCH (NOT BY MBS) S U IL DINS S YS TENS 2.STRUCTURAL PRIMER NOTE: YES❑ NOX PIPE JACKS, SIZE: QUA _ , A DMSION OF NUCOR CORPORATION SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR A SHORT PERIOD OF YES❑ NOX RIDGE VENTS, 10'-0" LONG X 9" THROAT. QUANTITY; TIME. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDING YESX HOE ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THE YES❑ NOX COMPOSITE CFR DECK, TYPE: GAUGE: FINISH: DURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE. OR THE DURABILITY AND CORROSION RESISTANCE OF A WALL SHEETING FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION ARE TYPE:RC GAUGE:24 FINISH:Galvalume Plus UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER. CORNER TRIM, PAINTED:Golvalume Plus BASE TRIM, PAINTED:GPlvalume Plus M E M B E R METAL BUILDING MANUFACTURER IS NUT RESPONSIBLE FOR THE DETERIORATION OF THE ACCREDITED' PRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTAL YES❑ NDX WALKDOORS, QUANTITY: PAINTED: _ CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING. YES❑ NOX WINDOWS, QUANTITY:_____________ PAINTED: YESX HOE INSULATION 4.381NCH (NOT BY MBS) 3.BUILDING ERECTION NOTES: THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLY WALL FRAMED OPENINGS BUILDING LOADS ERECT THE METAL BUILDING SYSTEM IN CONFORMANCE WITH THESE DRAWINGS, OSHA YESX NO❑ FRAMED OPENING TRIM, PAINTED:Burnished Slate SP REQUIREMENTS, AND EITHER MBMA OR CSA S16 STANDARDS PERTAINING TO PROPER SIZES: FSW: ( 5) 16.166 W x 9.5 H $& ERECTION. TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING OR - DESIGN CODE: 20 OTHER ELEMENTS FOR ERECTION ARE TO BE DETERMINED, FURNISHED AND INSTALLED BY THE BSW: ( 1) 3. W x 7.1667 H TIN $4 ERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR PARTLY ASSEMBLED LEW: ( 1) 6.3333 W x 8.1887 H ROOF LIVE LOAD: 20,00 PSF MBMA OCC. CLASS: 11 STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE REW: none STRUCTURE WAS'DESIGNED IN ADDITION TO LOADS RESULTING FROM THE ERECTION UVE LOAD REDUCIBLE Yes °" OPERATION. SECONDARY WALL AND ROOF FRAMING (PURLINS. GIRTS AND/OR JOIST) ARE NOT DESIGNED TO FUNCTION AS A WORKING PLATFORM 013 TO PROVIDE AS AN ANCHORAGE POINT ! GROUND SNOW LOAD: .0 PSF SNOW EXP. FACTOR, Ce:106 , FOR A FALL ARREST/SAFETY TIE OFF. YESX NO❑ LINER PANELS SNOW IMPORTANCE FACTOR, Is: 1.00 $ g' FRAMED OPENING TRIM, PAINTED:Polar White SP 4. WALL: TYPE:CL GAUGE:28 FINISH:Polar White SP WALL TRIM, PAINTED: Polar White SP 100 YEAR RAINFALL INTENSITY (IN/HR): 3.900 SPECIAL INSPECTIONS AND TESTING THAT MAY BE REQUIRED BY GOVERNMENTAL OR OTHER CEILING: TYPE: GAUGE: FINISH: WIND: 107 MPH U a 1�j CI V AUTHORITY DURING CONSTRUCTION AND/OR STEEL FABRICATION (COLLECTIVELY, _ "INSPECTIONS") ARE NOT THE RESPONSIBILITY aF THE P£MH UFACTURER, AND Ta THE ❑ NOSE TRANSLUCENT PANELS (Volt)/(Vaa°) EXTENT REQUIRED IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S WALL. C & C PRESSURES (PSF): 39 / -52 ® REPRESENTITIVE. IN THE EVENT INSPECTIONS ARE REQUIRED, THE OWNER AND/OR THE OWNER'S ROOF: REPRESENTTIIVE SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCE CE TESTING AGENCY APPROVED EXPOSURE: C BY THE RELEVANT AUTHORITY. IF SUCH REQUIREMENTS ARE NOT SPECIFICALLY INCLUDED IN THE INSULATED PANELS? YES❑ HOE UL 90 NO PEMB MANUFACTURER'S SALES DOCUMENTS, NO INSPECTIONS BY THE PEMB MANUFACTURER OR YES❑ NO EAVE EXTENSION AT THE PEMB MANUFACTURER'S FACILITY SHALL BE E. THE PEMB MANUFACTURER'S FACILITIESRoof—Coot. No.161 Roof W/Tronsluosnt Ponei—Cont. No.167 ARE ACCREDITED BY IAS AC472. PROJ: TYPE: GAUGE: FINISH:_ SOFFIT TRIM AT BUILDING LINE PAINTED: Roof—Coot. No. : CR1 Roof w/Tronsiuoent Pool—Conk No .580 YES❑ NOX RAKE EXTENSION Composite CFR Roof—Const. No,552A VR18 11 Roof—Const. No.332 . 5.A325 & A490 BOLT TIGHTENING REQUIREMENTS: PROJ; TYPE: GAUGE: FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: SEISMIC INFORMATION Ss:0.058 S1:0.032 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN YES❑ NOX CANOPY Design Sds/Sd1: 0.062 / 0.051 Site Class: D ACCORDANCE WITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES, SEE AT EAVE LINE ❑ BELOW CAVE ❑ PROJECTION: CLEAR UNDER CANOPY B THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FORSeismic Imp. Factor, 1.00 Seismic Design Category: A cV PROJECTS IN CANADA, SEE THE CAN/CSA S16 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR ROOF PANEL TYPE: GAUGE,FINISH: Etna) sis Procedure; Equivalent Lateral Force Method MORE INFORMATION. SOFFIT PANEL TYPE: _GAUGE,FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: 9 Seisr THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E., YES❑ NO PARTITION WALLS Basic SIRS: faris SNUG-TIGHT" OR "FULLY-PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCAL WALL PANEL TYPE: _GAUGE,FINISH: TRIM PAINTED: J JURISDICTION OR CONTRACT REQUIREMENTS: LL. AlALL A490 BOLTS SHALL BE "FULLY-PRETENSIDNED". YES❑ NOX WAINSCOT 1)NOTES: SATERAL DEAD LOADS, UNLESS OTHERWISE NOTED,ARE ASSUMED TO BE W C B� ALL A325 BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE "SNUG-TIGHT", WALL PANEL TYPE: _GAUGE,FINISH: 13_ UNIFORMLY DISTRIBUTED,WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING,HVAC J EXCEPT AS FOLLOWS: "FULLY-PRETENSION" A325 BOLTS IF: BASE TRIM PAINTED: B TRIM PAINTED:_. TRANSITION TRIM PAINTED: EQUIPMENT,CEILINGS,ETC.,ARE SUSPENDED FROM MEMBERS, CONSULT THE M.B.S. a BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER 5 TONS. J _ IF THESECONCENTRATED LOADS b BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT. OR '❑ NO FASCIA OR 200 POUNDS(USING THE EXCEED 500 POUNDS (USING THE WEBE MOUNT DETAIL), OR IF INDMDUAL MEMBERS ARE NT DETAIL) 0 STRESS—REVERSALS ON THE CONNECTIONS. THE ENGINEER—OF—RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. PROJ: TOP OF FASCIA HEIGHT: LOADED SIGNIFt Y MORE OTHERS. (� c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA FOR IBC-BASED CODES, "HIGH FACE PANEL, TYPE: GAUGE, FINISH: CAP TRIM PAINTED: 2)THE DESIGN OF STRUCTURAL MEMBERS SUPPO °G GRAVITY IS CONTROLLED a- SEISMIC AREA" IS DEFINED AS SEISMIC DESIGN CATEGORY" OF D', 'E', OR 'F'. SEE THE K PANEL TYPE: GAUGE, FINISH: BASE TRIM PAINTED:_______________ BY THE MORE CRITICAL EFFECT OF ROOF LIVE OR ROOFS ,AS Lt! < BUILDING SECTION ON THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY - DETERMINED BY THE APPLICABLE CODE, T- P p_ _ FOR THIS PROJECT. ❑CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: a. C") d) CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325-SC". "SLIP-CRIDCAL (SC)" SOFFIT P EL, TYPE: GE,FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: 3) Pm IS BASED ON THE MINIMUM SNOW LOAD GATED PER BUILDING CODE OR LL! CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE - THE CONTRACT SPECIFIED SNOW LOAD,WHICHEVER IS GREATER.THIS VALUE,Pm, IS ONLY N T FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY-RUSTED SURFACES ARE ❑OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CLEAR UNDER SOFFIT TRIM: APPLIED IN COMBINATION WITH THE DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER U U.,,ACCEPTABLE YES NO❑ PARAPET LOADING CONDITIONS IS DETERMINED PER THE SPECIFIED BUILDING CODE. Cl IN ALL A325 AND A490 BOLTS SHALL BE "FULLY—PRETENSIONED", EXCEPT FOR 00 SCDNDARY MEMBERS (PURUNS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES. X STRUCTURAL PARAPET ❑NON—STRUCTURAL PARAPET TOP OF PARAPET HEIGHT: Varies J z BACK PANEL, TYPE: 26 GAUGE, FINISH: Sand ne SP BUILDING w C0 Q I.— < SECONDARY MEMBERS (PURLINS GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACE a r C7 z w —' CONNECTIONS MAY ALWAYS BE SNUG-TIGHT", YES❑ NO CRAN ES (SEE CRANE PLAN FOR ADDITIONAL INFORMATION) ROOF DEAD (PSfl:I 3.00 F SNOW Pm (PSF):10.0OZ - UNLESS INDICATED OTHERWISE IN THESE DRAWINGS. PRI.COL(PST):18,00 I WIND ENCLOSURE:IClosed v tJ T "i,, YES❑ NOX MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL INFORMATION) SEC.COL(PSF'):I 8.00 GC 4.18 10 6.GENERAL DESIGN NOTES: SNOW ctl 1.00 SEISMIC R:l 3.00 a e 1) ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN SNOW Cs: --- I SEISMIC Cs:I 0.010 w5' s� ACCORDANCE WITH ANSI/AISC 360 "SPECiFiCATIaNS FOR STRUCTURAL STEEL THE DRAWINGS AND THE METAL BUILDING THEY REPRESENT ARE THE PRODUCT OF THE ROOF SNOW Ps : 0.04 SHEAR 2.4 s W BUILDINGS" OR THE CAN CSA S16 "LIMIT STATES DESIGN OF STEEL STRUCTUR£5 AS METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER'S SEAL REQUIRED BY THE SPECIFIED BUILDING CODE. PERTAINS ONLY TO THE REQUIREMENTS LISTED HEREIN FOR THE MATERIALS DESIGNED 2) ALL WELDING OF STRUCTURAL STEEL IS BASED ON EITHER AWS 41.1 "STRUCTURAL AND WELDING CODE - STEEL" OR CAN/CSA W59 "WELDED STEEL CONSTRUCTION (METAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED OR ENGAGED BY Y THE METAL ER. THE ARC WELDING AS REQUIRED BY THE SPECIFIED BUILDING CODE. THE METAL BUILDING MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE ' s 3) ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI AISI S100 OR PROJECTPENGINEER OF RECORD BUILDING SHALL NOT HERCONSTRUEDREGISTERED AS 3UCHPRO ...TONAL CAN/CSA S138 "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL -----__- STRUCTURAL MEMBERS", AS REQUIRED BY THE SPECIFIED BUILDING CODE. 7, LOSSARY OF yBREV4+s1TONS° 7f -^ 4) ALL WELDING OF COLD FORMED STEEL IS "STRUCTURAL BASED ON AWS D1.3 "SUCTURAL WELDING COVERSHEET Cl. 02 e' CODE — SHEET STEEL" OR /CSA W59 "WELDED STEEL CONSTRUCTION (METAL ARC ae. = ANCHOR BOLTS MAx = IMUM R£q'o = REquIRED ERECTION MANUALS REQUIRED WELDING)", AS REQUIRED BY THE SPECIFIED BUILDING CODE, BS = BOTH SIDES M.B. = MACHINE BOLTS REV. = REVISION ANCHOR BOLT DRAWINGS F1. F2 5) ALL NUCOR BUILDING GROUP FACILITIES ARE IAS AC-472 ACCREDITED FOR DESIGN B.U. = BUILT-UP MBS = METAL BUILDING SUPPLIER SIM = SIMILAR {ERECTION UAtS ARE SHIPPED IN A WAREHOUSE PACKING CRATE) AND FABRICATION OF METAL BUILDING MS. FOR PROJECTS iN A DESIGN DIA = DIAMETER TBD = TO HE DETERMINED SL = STEEL LINE ®CFR ROOF I�H9700 OR ❑H8260 E)SINGLE CURB (H9850) COLUMN BASE REACTIONS AND FABRICATION ARE DONE ONLY IN FACILITIES THAT ARE ALSO CAN/CSA A660 AND FLG = FLANGE N/A = NOT APPLICABLE N.S. = NEAR SIDE I STRUCTURAL/SHEETING DRAWINGS W47.1 CERTIFIED F.S = FAR SIDE NIC = NOT IN CONTRACT MIN = MINIMUM 0 CLASSIC ROOF 0 H9420 OR 0 H8201 I-]DOUBLE CURB (H9800) 6) IF JOISTS ARE INCLUDED WITH THIS PROJECT, THEY ARE SUPPLIED AS A PART OF THE GA. = GAUGE SLV = SHORT LEG VERTICAL TYP = TYPICAL am ^ -R G28 Cy SYSTEMS ENGINEERED METAL BUILDING AND ARE FABRICATED IN ACCORDANCE WITH H.S.B. = HIGH STRENGTH BOLTS O.A.L. = OVERALL LENGTH PL = PLATE ❑VR16 II H9925 DETAILS zip =`s Sa THE REQUIREMENTS OF SECTION 1926.758 OF THE OSHA STANDARDS FOR HT. = HEIGHT O.C. = ON CENTER a°s" O STEEL ERECTION, DATED JANUARY 18, 2001. LLV = LONG LEG VERTICAL U.N.O. = UNLESS NOTED OTHERWISE E' y m r 7) COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING PEMB = PRE-ENGINEERED METAL BUILDING MANUFACTURER U 1 (� STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF P.S.I. ?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS uoeNna,,eae,.+c3a a .:nc s>r Ms ��� AT 28 DAYS. N 00 m t0 <0 00 00 0 m FOR BUILDINGS WITH AN OCCUPANCY I OR II, IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR THE SEISMIC STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALLS SHOULD BE DETAILED (BY OTHERS) TO ACCOMMODATE THIS STORY DRIFT. THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES (DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS iRr a "COMPONENTS AND CLADDING" IN ACCORDANCE WITH THE SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE. eel THE PRIMARY AND SECONDARY FRAMING MEMBERS HAVE BEEN LOADED FOR 3 ROOF TOP UNITS. THE ROOF TOP UNIT WEIGHTS ARE (2)©1290 LBS & (1 )©475 LBS. SEE ROOF PLAN FOR LOCATIONS. p $l THE PRIMARY AND SECONDARY FRAMING MEMBERS HAVE BEEN VERTICALLY LOADED FOR SATELLITE SUPPORT WEIGHING 1000 LBS, BUT THEY ARE NOT DESIGNED FOR HORIZONTAL NOR MOMENT-INDUCING LOADS, SEE ROOF PLAN FOR LOCATION. VERTICAL SUPPORT OF THE 1400 LB. DOLLAR GENERAL SIGN TO BE SUPPORTED BY BRICK/MASONRY WALL (NOT BY NUCOR), 12" CHANNELS ARE SUPPLIED TO FIELD—LOCATE ON GIRTS TO PROVIDE HORIZONTAL SUPPORT OF SIGN. LL Jam; THE PROJECT ENGINEER OF RECORD (NOT THE METAL BUILDING SUPPLIER) IS RESPONSIBLE FOR ASSURING THAT WALL COVERING (NOT BY MBS) ARE DESIGNED TO SAFELY WITHSTAND ALL CODE REQUIRED LOADINGS ASSOCIATED WITH THE GIRT AND PURLIN SPACING PROVIDED. tJ Efb W O THE SPANDREL CHANNEL WHICH SUPPORTS THE TOP OF THE MASONRY WALL MUST BE ATTACHED TO THE WALL AT 4'0 O.C. (MAXIMUM). THE DESIGN OF THIS ATTACHMENT IS BY OTHERS. .; 0 woeE- < OVERFLOW DRAINAGE MUST BE PROVIDED TO PREVENT A BUILD-UP OF WATER ON THE ROOF SYSTEM. NO PONDING OF WATER HAS BEEN DESIGNED BY NUCOR DUE TO WATER NOT FLOWING FREELY FROM ROOF. ENGINEER OF RECORD TO ACCOUNT FOR SCUPPER PLACEMENT AND , DESIGN. ogmr$�a N {' 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 N c^J 4 O 140-8" c� ca 2 3 4 5 28'-0" 28'-0" 28'-0" 28'-0" 28'-8" A - --- ----- - - ------------------------- -----------------------------1 I i I i I I F I i I i ; is " bi 8 it I I I I I 3-015/16 14-5 15/18" 7'-4 1/8"_) L 11 15/16" 7'-4 1/8" N 11°-1 7/16" i5'-7 1/8'7 I 1 I LL I u) J D —Jz 1 I > W® E { N > < i a� ULL OPENING TABLE h ID WIDTH (ft) LENGTH (ft) WEIGHT (kips) ( I.Z 1 3'-0 15/16" 5'-7 1/8" 0.800 I o Q J z 2 4-11 1/2" 7'-4 1/8" 2.000 I a s a. 0 {ij 3 4-11 1/2" 7-4 1/8" 2.000 L----------------------- 1- ROOF SHEETING PLAN VISE LOCK SEAMING FOR ENTIRE ROOF w , TE OF : m As ed N Cd N fQ1 W� 00 5 ® O ZE -07 1 3/a'' d o. $N r O „y 2'-2 3/4' w I 2-2 3/4 w u �' 2 3/4" IFBC--(1) FBC`(1) FBC3 w 1' s 1/4' 1'-10 1/2" �° t1) — FBC3 1) FBC (1) —FBC38A(1) — FBC 1) FBC3MA(1) FBC3aA(1) FBC36A(1) 1) 1 2°-3 1/4'Strut ® — ) g 1°-8 3/4" Strut z aI a RF1-3 y M Cd .- N I a + o FOR PURUN SPACING AND CLEA CE ONLY t!) CL 1 � � O tiC � ao ii Q o � -0® 24'-4" 1°-0" - c + - c + - 26'-4' eo'—a' N - U U- B 76'-0' 1T- -RIGID E A11 Nt E LINE 2 3 4 ci w =amps S 0 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 N cd N N d O ® O K d 14OR OF STEEL 280 28O 28' 26' O = x z is 1°-234"( 1 34" 1°-10 1/2 ---- ----------- ----- ---- 1-10 1J2 m w `� m Hus o' OPEN 8" CMU N n 13'-0 1 a" ----_ H 01/4" 4-7" i3 20 " F SIB ING: FRAME UNE A a Iw tz L!! CL M I— Z gi EBa�g�`4€ s � � Hllg E.��tf��EB U ��= mew N N N N O O 25,-0® p B C 25'-4' 25'-4" 25'-4" 3/8'� $ jj ACCESS LADDER ti n, If ii n m 2 3/4' I s �f 1'-9 1/4" 1'-9 1/4 3 II B iy I N c L J z � w tiLiJO ac H I I 1 m LL 1- 14'-2" 6'-4' 4'-10" —9 F— Z 00 Q ENDWALL ING: FRAMEUE1 ZJ. w wI y:s}o N M 4 a M ° 76'-0•OU14OOU1 OF S1EL A c e � 25'-4• 25'-4• 25'-4________________________________-- 1IIIrT7 Gt 3/e• 4 a2 Ise, �i r jolt—i N 4 ea 2•-2 3/4' «, 2 3/4 1'-9 9/4• 19-9 1/4• iY N p} c+# I N O4 I J ® 8„ CPU 0PE1 cs� i C3 J 0 H I I H �- ENDWALL FRAMING: FRAMEUNE 6 -i O 3'-0 1/2" z-s• c° -J m m my z� ra-Uwe "_ €am®.s z.�go g G1