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Notes and Specifications
<br />Building Erection Notes
<br />1) The general contractor and/a erector is responsible to sofay and properly
<br />erect the meld building system in conformance with these drasings. OSHA
<br />roqubomente and metal building system In canfomnornce with these drartnga.
<br />OSHA mWimmente and either NON or CSA SIG standards pertaining to proper
<br />arsctlar. This Includes. but I. net lured to, the correct ues of terrpoary
<br />guys and bracing whom needed for squaring, plumbing and securing the
<br />structural and secondary framing. Soocedory wag (mrinqq momben (girt■ or
<br />bar )dab) ore not dedgmed to function are o ■ark platform or prorM.
<br />solely W-off attachment In otcondoms with OSHA
<br />ngWrsmsult.
<br />Secondary roof fron " members (Pudlne a bar jdete) are not dsigned
<br />Is prw,ids *$fay Us -all attachment in accordance with OSHA requirements.
<br />2) A325 & A499 Bait tighlarinq requirements.
<br />It to the respandWlly of tfre erector to soup proper boll Ughtne*$ In
<br />occerdonce mih appeeabp regulations. S- the ncsrI of
<br />$frudurol Jdnb Udna 0.725 or M90 Bette for moa Information.
<br />The fallowing criteria may be used to determine the bait Ityrinas
<br />(La. 'song -tight' or 'idly-prelemlon.d"), unless regdrad otherwise by
<br />local jurisdiction a centroct requirements:
<br />A All A490 bolts aho9 be 'fu9y-gebndoned'.
<br />O As A32D but In pdmay mooing (dgld from*$ and bMdrnq)
<br />may be 'snug -light; except ps fallow n
<br />n ALT2s bd1e�
<br />o BuldIng supports a crone system with a capacity greater
<br />than s tons.
<br />b) Building supports machln4ry that creates vibration, impact
<br />or strolls-meaois on the connections. The Engineer-d-
<br />Record for (he project should be wnsulted to evaluate
<br />for this canditim
<br />a) The project site is located in a high ee:emfo area. For
<br />IOC -based codas. 'High 5e1arnic Arco Is defined as
<br />'Setendc Design Category' of 'D', 'V. or 'F'. See the
<br />'Buil6ng tadi saloon of this page far the darned
<br />sdardc design category far this praisct.
<br />d) Any exmeetlorn dalgnolod in theme drawings as 'A325-SC'.
<br />'91IP-CdOaal (SC)' cancan— must be from or palm, ail,
<br />or otter moledab that reduce friction at contact eurfacoe.
<br />Goh,an$ed or HOW rusted ourfam oar occeptebte.
<br />C) In Canada, of A325 and A490 bats shall be 'fully pre-tenelonod'. except for
<br />secondary m= g1As, upardnq froming, ote,) and flange braces.
<br />O) Secondary membere purrna garb. opening rrombg, ola.) and Range broc,
<br />cerrlec9ans may drays be 'smog-Ught', unless Indicated othomfme in these
<br />drarirgs.
<br />3) The metal bulding supplier shdi be notified prbr to any field mod(norUans.
<br />Modifications shall be atpmd by the metal bulding supp9m before work is
<br />endertaken.
<br />4) Common AbbraMotlom:
<br />a TP LINO - Typical Unless Noted Othrawiaa q IM -Simian
<br />Ill SLV - Snort Leg Vertical q NIC - Not In Contract
<br />e LLV - Long Leg Vertical h SL - Steel Um
<br />d NS & FS - Near Side and Far Side i N/A - Not Apprcdda
<br />o DAL. - Onral Length I NIBS - Meld BuldMg Supplier
<br />5) Construction loads shot not be placed an my structural stool framework unless
<br />much frmnaeark is sorely bated, welded, or otherwiso adequately secumd.
<br />6) Purim and from she$ not be used - an anchooge point for a fall greet sydenn
<br />unless written appmal is obtained from the metal building supplier.
<br />7) Purlm may only be used m a along/wadding surface when Installing o&cty
<br />gdeme, a b after all permanent bridging has Installed and fall protection
<br />provided.
<br />0) C-.b..U- leads may be placed any rsNn a zee that is dUdn a fed of the
<br />I.
<br />ar line U the primary support memb. CFR bundles should be placed directly
<br />ovar the dgld fremes.
<br />9) NI lifting devim must meet OSHA or MSiA standard. and In no case is R
<br />acceptable to use structural members supplied by the MBS as a spreader bar
<br />a lit" da,Rce_
<br />PROJECT NUMBER: S 18JO839A
<br />PROJECT NAME: DG—E-9100 Zeph r�r hills, FL
<br />PROJECT LOCATION: Zephyrhills, FL 33542
<br />CUSTOMER: Dollar General
<br />PRIMARY AND SECONDARY STEEL PRIMER COLOR: RED
<br />ROOF SHEETING, TYPE, SS 24 GAGE, FINISH: GoNalume
<br />ROOF PANEL CUP TYPE: Tall Floating
<br />THERMAL BLOCKS: Yes EPS FOAM SPACER: No
<br />SEAMING METHOD FOR CFR ONLY): 0-ROLL LOCK-'
<br />REFETR Tar HE
<br />OEfAA PAGES
<br />ranSE LOCK"TM
<br />OPAGES OR
<br />1AMOMOTO HE OUMLMASE LOCK 360'Tm
<br />COMPOSITE CFR DECK, TYPE N/A —GAGE FINISH:
<br />ROOF LINE TRIM, PAINTED: Lightstone SP
<br />EXTERIOR WALL SHEETING. TYPE: RC 26 GAGE, FINISH: GaN01Ume
<br />EXTERIOR WALL CORNER TRIM FINISH: Gallolume
<br />EXTERIOR BASE TRIM, PAINTED: Lightstone SP
<br />FRAMED OPENING TRIM, PAINTED: Lightstone SP
<br />WALL FRAMED OPENING, SIZES: FSW (1) 6.3333 W x 7.1667 H
<br />SSW (1) 3.3333 W x 7.1667 H (1) 13.125 W x 10 H
<br />LEW (1) 13.125 W x 10 H
<br />REW none
<br />INTERIOR WALL SHEETING, TYPE: CL 28 GAGE. FINISH: Polar White SP
<br />INTERIOR CEILING LINER, TYPE _GAGE, FINISH:
<br />INTERIOR WALL TRIM, PAINTED: Polar White SP
<br />YES 1 NO
<br />❑
<br />General Des; n Note
<br />i NI structural Bled aectiow and weldd plots members are designed in
<br />❑
<br />accordance with ARSI/MSC 300 'Spoorkatkns for Structural Stool BoTdfnge'
<br />the CAN/CSA SIG 'UImR ; a.States Design of Steel Structures rpdrd by
<br />El
<br />the specfled building coda.
<br />2) NI weldaq of structural steel is based an either AWS DIA "Structural Welding
<br />Code - Steel' or CAN/(SA W59 9Vddd Sod Conetruclim (Metal Are
<br />Welding)', or regrind by the gledfld building coda.
<br />3) All add forma membme ore dwignd In accordance .lace ANSI/NS SII or
<br />CAN/CrJ4 S136 "r=McaUerw for the Design of Cold Formed Seel Structural
<br />Wmberr; m regdrsd by the specified building code.
<br />4) NI welding of cold formed steel is based an AWS 01.3 structural Welding
<br />Code - Short St-r or CAN/CSA W59 welded Steal Construction (Metal Arc
<br />WaWtnq)', as required by the apedfld buli9ng coda.
<br />5) This Meld Boll's Supyfor faanity 1. IAS AC-472 Accredited and
<br />CAN/CSA A A. ond W47.1 Certified IN applicable) far On design and
<br />manufacturing of Metal Building Syatems.
<br />9) 9 jaists ore hkMdd with this project, they ore supped of a part of the
<br />systems engim - - meld bulling and ore fobdwtad In accordance with
<br />the requiromento of Section 1926.75E of tiro OSHA *$fay standards far
<br />steel sncUm. dated January Ia. 2D01.
<br />Material Specifications
<br />Plot. and Fbngo kctdab
<br />s" - 12. WTde, to 1 1 /4' Th. — A529 Code 55
<br />Others A372 Code 50
<br />Built -Up Structural Web Atoll SS (a HSLAS Came 1) Grad. 55
<br />Hot -Ruled Structural A36 or A572 Grade 50 or A992 Code 50
<br />Struduml Tube A500 Grodo B (46 09
<br />Structural Rpe A500 Grade B 42 Ira)
<br />Cad -Farmed Structural Af011 or A1039 SS ( HSAS Cl-a 1) - ASS3 Grad. 55
<br />ihm-Fastened Hoof Pond A792 Grade 50
<br />Standing Sam Roof Pond A792 Cade 50, Coa t
<br />All Wail PgrnI Profiles AM Grads GO, a.. 1 or A792 Grad. 00, Close 1
<br />Rod Bracing A529 Grade 50
<br />Wells AWS 01.1/01.3 or CSA Wye par Building Cod.
<br />High-S1rengVn Baits A325 Type 1 OrA490 type I Havy Ha
<br />Machine Baia A307 Grade A Hex
<br />TPADEMW 19M NUCOR 91RIOM SYSTEMS
<br />❑ DOWNSPOUTS PAINTED. Lightstone SP GUTTERS PAINTED: Ughtetone SP
<br />❑ WALJ(DOORS. QUANTITY: 1/1 PAINTED: 3070PABR/6070PABR
<br />X WINDOWS: PAINTED:
<br />❑ INSULATION (NOT BY MSS), ROOF: 6 INCH WALLS: INCH
<br />J$J CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION)
<br />MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO)
<br />® WALL TRANSLUCENT PANELS:
<br />ROOF TRANSLUCENT PANELS:
<br />INSULATED PANELS YES ❑ NO ❑
<br />j$J PIPE JACKS. SIZE: QUANTITY.
<br />Jg[ ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES
<br />JgJ RIDGE VENTS. 10'-0" LONG X 9" THROAT. QUANTITY:
<br />NJ
<br />All
<br />NO
<br />FASCIA, PROJECTION: TOP OF FASCIA HEIGHT,
<br />FACE PANEL, TYPE: _GAGE, FINISH:
<br />BACK PANEL, TYPE: _GAGE, FINISH:
<br />CAP TRIM PAINTED: BASE TRIM PAINTED:
<br />❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM:
<br />SOFFIT PANEL, TYPE: —CAGE. FINISH:
<br />SOFFIT TRIM AT BUILDING LINE PAINTED:
<br />❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED)
<br />CLEAR UNDER FASCIA
<br />JK PARAPET SYSTEM
<br />❑ STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET
<br />TOP OF PARAPET HEIGHT:
<br />BACKER PANEL, TYPE —GAGE, FINISH:
<br />® CANOPY, PROJECTION•
<br />AT EAVE LINE ❑ BELOW EAVE ❑
<br />ROOF PANEL. TYPE _ GAGE. FINISH:
<br />SOFFIT PANEL. TYPE: _ CAGE. FINISH:
<br />SOFFIT TRIM AT BUILDING LINE PAINTED:
<br />Kx
<br />IN
<br />CLEAR UNDER CANOPY BEAM*
<br />EAVE EXTENSION, PROJECTION:
<br />SOFFIT PANEL, TYPE _ GAGE, FINISH:
<br />SOFFIT TRIM AT BUILDING LINE PAINTED:
<br />RAKE EXTENSION, PROJECTION:
<br />SOFFIT PANEL. TYPE: _ GAGE, FINISH:
<br />SOFFIT TRIM AT BUILDING LINE PAINTED:
<br />J8J PARTITION WALL SHEETING
<br />PANEL TYPE:
<br />PARTITION WALL TRIM COLOR:
<br />J$j WAINSCOT
<br />WALL PANEL, TYPE:
<br />BASE TRIM PAINTED: —
<br />TRANSITION TRIM PAINTED:
<br />1
<br />�n t' ww
<br />trk�. it's:'
<br />CITY ()
<br />ZyUE� DIN; OFFICIAL _fit
<br />_ GAGE, FINISH:
<br />GAGE, FINISH:
<br />JAMB TRIM PAINTED.
<br />M E M B E R
<br />0
<br />A00 09W
<br />V:m
<br />BUILDING LOADS
<br />DESIGN CODE: FBC ' 17
<br />ROOF LIVE LOAD: 20.GD PSF MBMA OCC. CLASS: II
<br />LIVE LOAD REDUCIBLE Y-es
<br />GROUND SNOW LOAD: .0 PSF SNOW EXP. FACTOR, CIS:1.0000
<br />SNOW IMPORTANCE FACTOR, Is: 1.00
<br />WIND: 137 / 1D6 MPH
<br />(V.10 / (Wood)
<br />C & C PRESSURES (PSF): 37 / -50
<br />EXPOSURE. C
<br />UL 90 NO
<br />Classic Roof -Co int. No.161 : Gawk Roof w/ Translucent Pond -Cool Nc.167
<br />CFR Roof -Copal No.1552 T CFR Roof w/ Translucent Pond-Const. NcMO
<br />Composite CFR Roof-C.onst. No.552A : VRIG li Roaf-Conwt. No.= .
<br />SEISMIC INFORMATION Ss:0.054 S1:0.034
<br />Design Sds/Sdt: 0.09D / 0.054 Site Class: D
<br />Seismic Imp. Factor: 1.00 Seismic Design Category: A
<br />AnncWs Procedure: Equivalent Lateral Force Method
<br />Basic SFRS: Not Gelded for SebrTda
<br />NOTES:
<br />1) COLLATERN. DEAD LOADS, UNLESS OTHERMSE NOTED. ARE ASSUMED TO BE
<br />UNIFORMLY DErRW EO. WHEN SUSPENDED SPRINKLER SYSTEMS. UGNRIC, WAG
<br />EOIAPMENr. CEILINGS, ETC.. ARE SUSPENDED FROM ROOF MEMBERS. CONSIA.T THE M.B.S.
<br />F THESE CONCENTRATED LOADS EXCEED 500 (USING THE WEB MOUNT DETAIL)
<br />OR ZOD POUNDS (USING FLANGE MOUNT ODEOTNI� OR IINDIVIDUAL MEMBERS ARE
<br />LOADED SGNeRCANTLY MORE THAN UTHEAS.
<br />2) ORE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED
<br />BY THE MORE CRITCAL EFFECT OF ROOF UNE LOAD OR ROOF SNOW LOAD, /S
<br />DETERMINED BY THE APPLICABLE CODE.
<br />3) Pm IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR
<br />THE COMRACT SPECIFIED SHOW LOAD, WHICHEVER IS GREATER, THIS VALUE, Pm, IS ONLY
<br />APPLIED N COIBINMTOR WITH THE DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER
<br />LOADING CONDITIONS IS DETERMINED PER THE SPECIFIED 13UIIDING CODE
<br />ERECTION MANUALS REQUIRED
<br />(N MANUALS ARE SHIPPEID WITH THE
<br />BUILDING IN A WAREHOUSE PACKING CRATE)
<br />® CFR ROOF ® H9700 OR O M8260
<br />O SINGLE CURB (149850)
<br />O CLASSIC ROOF O H9420 OR O H8201
<br />10 DOUBLE CURB (H9800)
<br />® WALL SHEETING ® H9430 OR O H8300
<br />10 VR16 R H9925
<br />DRAWING INDEX
<br />COVERSHEET C1. C2
<br />ANCHOR BOLT DRAWINGS Ft. F2
<br />COLLrWN BASE REACTIONS
<br />STRUCTURAL/SHEETING DRAWINGS E1 - E8
<br />DETAILS
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<br />tli) O o J LU O
<br />U C()H O N
<br />No 84502
<br />STATE OF
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