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<br />B & R
<br />
<br />PROPERTIES
<br />
<br /> OWN E R CONTRACTO R ARCHITECT ENGINEER C I V I L ENGINEE R
<br /> B '" R STONE LAMPERT EST E P H A N PLOWE
<br />P R 0 P E R TIE S CONSTRUCTI 0 N ARCHITECTS ENGINEERIN G ENGINEERING
<br /> 2181 107th Lane Northeast 13837 NE Lincoln SI. 1262 North Court 9180 Lexington Ave. NE
<br /> Blaine, MN. 55434 Hom Lake, MN 55304 New Brighton, MN. 55112 Circle Pines, MN 55014
<br /> Phone: 763-784-1950 Phone: 763-755-1211 Phone: 763-636-6867 Phone: 763-785-1043
<br />
<br />COMMERCIAL PLAN
<br />BUILDING ENVELOPE
<br />
<br />REVIEW FOR
<br />COMPLIANCE
<br />
<br />GENERAL INFORMA nON
<br />Note: Energy Requrementll Cempled Using COMcheck EZ 2.5 Release 1, (A Commercial BulldJng)
<br />Complltt'lce Softwore Fa- the Minnesota Energy Code
<br />
<br />A... Project location:
<br />e, Heating Degree Days:
<br />C, Cooling Degree Oo~
<br />
<br />"naka County, MInnesota (Olmote Zone 16)
<br />8999 (Bose 65 F")
<br />684 (8ase 65 F'
<br />
<br />REQUIREMENTS
<br />The Following Calculations Assume That:
<br />1. All Joints and Penetrations Are Caulked, Gosketed.
<br />Weather-stripped. or OtherwIse ~ded
<br />2. WIndows and Doors Are Certifled all Meeting Leakage
<br />Requirements
<br />3. Component R-vaIues and U-values Are Labeled
<br />os Certified
<br />4. Vapor Retarder! Are Installed per Architectural Plans
<br />(Exception: Zones 2-7 In Exempt States)
<br />ENVELOPE COMPONENT BREAKDOIW'l
<br />
<br /> """ '" Covlty ~t1..... Assembly
<br />BuildinQ Component Perimeter R-Value R-Value U-YoltJe
<br />ROOF: Nonwood JoIst/Truss 25800 - 220 0.0<<
<br />"1.Ll.: 12- CMU WI Integral Insulation 5133 - - 0.0<8
<br /> Furrlno: Metal
<br />W1.Ll.: 12- CUU W/ Integral Inaulotlon 14979 - - 0.110
<br /> FumnQ: None
<br />M>WS: ObI OearlBr1< ShQco-.60 t- 1+10 - -- 0.560
<br />DOOR Solid 215 - 0.130
<br />DOOR: Glass Inallated 277 - - 0.560
<br />DOOR: Qverhe<ld 2410 - 0.130
<br />SlAB: Unheated Foundation Insulation 8J8 - 5.0
<br />
<br />RESULTS
<br />A. The Envelope Passes - The Design Is 18:11: Better than Code
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<br />PLAN NOTE:
<br />VERIFY LOCATION OF lIT1UT'Y
<br />STUB'-INS ON EAST SIDE OF
<br />BUILDING WITH CONTRACTOR
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<br />1 SITE PLAN
<br />A1 SCALE, 1 - 60-0
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<br />REQUIRED)
<br />UP TO 1200 FFINE
<br />FOR VIOLA moo
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<br />TO 8'-0- AISllEES ONLY
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<br />3 8612 CONCRETE CURB DETAIL
<br />A 1 NOT TO SCALE
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<br />4 ACCESSIBLE PARKliNG SIGN
<br />A1 SCALE, 1 - 1-0
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<br />6.. STl PIPE
<br />FlLL WI CONC
<br />ROUND TOP
<br />
<br />PA.INT BOlLARD
<br />
<br />30 L8 FELT JOINT
<br />MATERIAL TYP.
<br />
<br />CONC. SLAB
<br />
<br />12'" FOOTING
<br />
<br />COMMERCIAL PLAN REVIEW FOR CODE COMPLIANCE
<br />
<br />BUILDING CLASSlFICA nON
<br />.. OCCUPANCY GROOPS/ TYPE Of CON5T (IBC Chpt 3 & 18C Chpt 6)
<br />(Note: For The Purpose Of This Section, Areas An Taken To The
<br />Interior Face Of Exterior WoIls And Includes Areaa Below Open
<br />Ccnoples, Floor Contnevera, Or Simil<ll'" Owrhangs Without Walls.)
<br />1. Office - Group B
<br />- T)pe of Construction - II-B
<br />- Area (B & R Prop. + 20:11: Lease Space) - 8.627 d.
<br />- Proposed HeIght - 26'-0", I Story
<br />- Accessory Uses (IBC 3022) Include:
<br />(Non.)
<br />2 Shop/Wnse.- Gl"oup 5-1
<br />: ~e: (~ ~:t~:~n+ BOX Lease Space): ~16,~73 ,.f. + PLUMBING rJXTURES
<br />1,425 d. Mezz. A. NUMBER FlXTURES REQUIRED (lBC 2902.1)
<br />- Proposed Height - 26'-0-, 1 Story 1. Based On 123 Occupants - Suslnes& Occupancy For B &: R Prop.
<br />- Acceasory Uns (IBC 302.2) Include: - 62 Female Occupants
<br />(None) - 61 Mole Occupants
<br />3. Mixed Occupancy (lec 302.3)
<br />- Group 8 Is 0 Non Separated Use From Group S-1
<br />4. Incidental Uaea (IBC 302.1.1)
<br />- None -
<br />B. FlRE-RESlSTANCE-RATED CONSTRUCTION
<br />1. FIre Walls (IBe 705)
<br />- Not ReqUired -
<br />2. Fire BarrlenJ (IBC 706)
<br />Fire Barrier
<br />
<br />GENERAL INFORMA nON
<br />
<br />A.. PRO..(.CT NAME: B &: R PropertIes
<br />B. PRo..ECT LOCATION: Cent"",'I.. UN
<br />C. ZONING AND LAND USE: Industrial (1-1)
<br />D. LOT SIZE: 11.97 Acres 521,575 s.f.
<br />E, GREEN SPACE CO\l{RAGE: 4-47.389 s.f./521.575 s.t. - 85.~
<br />F. BUIlDING COVERAGE: 25,600 d./521,575 II.f. - 4.9:11:
<br />
<br />APPLICABLE COOES:
<br />
<br />.. 18C W\MN AlAENDMENlS
<br />B. CENTERlJIlLE ZONING ORDINANCE
<br />C. MINNESOTA STATE BUIlDING CODE (USBC)
<br />O. MHO PWMBING CODE
<br />E. NAlKlNAL ELECl1l1CAL COOE (NEC)
<br />r. INlERNAlIONAl ENERGY CONSERVATION CODE
<br />G. INTERNATIONAL FlRE CODE
<br />H. UMC W\MN AlAEN[lI,1ENlS
<br />J. MSBC, CHAPTER 1307 - ELEVAT~S
<br />K. MSBC, CHAPTER 1341 - ACCESSlB1UTY
<br />L INTERNA TIONAl ~ECHANICAL CODE (IUC)
<br />
<br />2000 Edition
<br />Current Edition
<br />2003 Edition
<br />2003 Edition
<br />2001 Edition
<br />2000 Edition
<br />2000 Edition
<br />2000 Edltloo
<br />2003 Edilioo
<br />2003 Edition
<br />2000 Edition
<br />
<br />Ralin
<br />
<br />enln
<br />
<br />Between B &: 5-1 0caJ andes 2 Hours 90 Minute
<br />As ecifled on Plan
<br />
<br />3. Flre Partitions (IBC 708)
<br />- Not Required -
<br />4. BuHdfng Element! (IBC Tables 601 &: 602)
<br />
<br />Element Rating
<br />Structural Frome o Houra
<br />Exterior BeorIna Walls o Hours
<br />Interior 8eomq Walls o Hours
<br />Exterior Non Bea-lnQ Walls o Hours
<br />Interior Non Bearina WaRs o Hours
<br />Floor ConatnJction o Hours
<br />Roof Construction o Hours
<br />
<br />5. Exterior '<<<III Openings (IBC 704.8)
<br />- Sepa-allon Distance 20-25 Feet
<br />OasalftcoUon Area of 0 enln
<br />Un rotected No limIt
<br />Protected No Li'nit
<br />C. ROOF AND INTtRlOR FINISH REQUIREMENTS
<br />I. t.llnlmum Roof Covering Classification (IBC Tobie 1505.1) - Ooa C
<br />- (Contractor To Provide Closs A Roof Asaembly)
<br />2. Mlnmum Wall And CeDing Flnlsh ReqJlrement (ISC Table 803.4)
<br />
<br />Bu~cflllQ Component tll1lsh Cess
<br />VertIC<JI Exlts/ Oosa B
<br />Exit Pasaoaewa)'l!l
<br />Exit Acceu Corrldonll Oass C
<br />Other Exit WG)'l!I
<br />Rooms and Endosed Oaa C
<br />50....
<br />
<br />AUTOMA nc SPRINKLER REOUIREMENTS
<br />
<br />A. AN NFPA 13 AUTOMATIC SPRINKlER SYSlU4 IS PROVIDED
<br />IHROOGHOOT lHE BUILDNG (18C 903.3.1.1)
<br />1. Roqur'" Looollon(.) (IBC 903.2)
<br />- Throughout The Buldlng Yttlen the F1re Area Containing
<br />Group S-l Exceeds 12.000 s.f., Or Exceeds 3 Stories, Or The
<br />Combined rn Areal Of Group S-1 Excee6a 24,000 s. f.
<br />
<br />ALLOWABLE HEIGHT, ALLOWABLE AREA
<br />
<br />(Group S-1 Is t.lore Restrictive Than Group B)
<br />It. AlLOWABLE HEIGHT (IBC Table 5(03)
<br />1. Group S-1. TWe II-B
<br />- 55'-0-, 3 Stories + Sprinkler IncrecHe (IBC 504.2) -
<br />75'-0., 4 Stories
<br />B. AllOWABlE AREA (IBC Table 503)
<br />1. Group 5-1, T)pe II-B
<br />- Tabular Area
<br />- Frontage Increase (IBC 506.2)
<br />
<br />~{ :;:: -.25)-
<br />- Sprinkler Incrlt<lse (IBC 506.3)
<br />Tabular Are<l x 2
<br />
<br />17,500 s.1,
<br />
<br />22'
<br />30'
<br />
<br />9.625 &.1.
<br />
<br />.. 35 000 s.1-
<br />... 62,125I1.f.
<br />
<br />2. Area Check
<br />- VItlole Building Area Chec1c.
<br />25,800 d./62,125 s.t. - 41.5%
<br />
<br />EXITING
<br />A. OE~'" OCCUPANT LO"D (18C 1003.2.2)
<br />1. Totol Occupants = 123 For B &: R Properties
<br />tease Space To Be Determined On a Per Tenant Bosls
<br />B. EXITS
<br />1. Number Required (IBC 1004.2.1) .. 2 for B '" R Prop
<br />2. Number Accessible Required (tBC 1003.2.1.3) - 2
<br />3. AITon,...",t (18C 1004.2.2)
<br />- Not less Than 1/3 Overall Diagonal (Sprlnklered Building)
<br />4. Tralllli Distance Uoxlmums
<br />- Exit Acceu (IBC 1004.2.41 .. 250'
<br />- Common Path of Egress IBC 1004.2.5) = 100'
<br />5. WIdth (The Greater of Two Confllctng Mdthll Sholl Be Used)
<br />.. Onlgn ExIt 'Mdth (tBC 1003.2.3)
<br />Stalrwo)'ll - 1-
<br />Other Components = 26-
<br />-. Slalrwa)'l!l (IBC 1003.3.3.1) - <<-
<br />- CorrIdors (laC 1004.3.2.2) - +4-
<br />-. Exit Possagewa}'ll (IBC 1005.3.3) - <<-
<br />- Exit Doors (lee. 1005.3.3) "" 32- Uln Oear
<br />48- Max Nom
<br />
<br />6. ('.oars
<br />-. Swin9 (18C 1003.3.1.2)
<br />Side Hlnqed Swinging Out At Occupant load Greater Than 49
<br />- landlnqa (IBC 1003.03.1.5)
<br />Width Hal lesa Thon Width of OOOl'"
<br />length il Direction of Travel Nat lesa Than <<-
<br />- ThrHholds (IBC 1003.3.1.6)
<br />Max Height - 1/2. - 1:2 Beveled Ed~e If 1/4--1/2"
<br />- ConsecuUve Doors (IBC 1003.3.1.7) 48 + Door 'Mdth Apart
<br />- lock or latch (IBC 1003.3.1.8)
<br />Operable From Inside Without U,e of Knowledge or l<e)"3-
<br />Manually Operated F1U., Bolts CK Surloce Bolt9 Are Prohibited.
<br />- FIre Exit Hardware (IBC 1003.3.1.9)
<br />Not Required At Exlt/Exlt Access Doors
<br />
<br />FIxture Re ulred Provlded
<br />M.. Wan", M.. Women Unisex
<br />Water Oosets 2 2 1 2 1
<br />UrInals - - 1 - --
<br />lOvatCKles 2 2 2 2 1
<br />Bathtubs/ Showers -
<br />Drinklna Fountains 2 2
<br />Service Sink 1 1
<br />
<br />Note: Up To 1/2 Of Required Wat. Ooaets May Be Substituted
<br />M Urinals
<br />B. LOC} 110N Of FIXTURES
<br />1. Employee F1xtures (laC 2902.4)
<br />- Not More Than 1 Story Above Or Below Regular Won..ing Area
<br />- Travel Distance Lea Than 500 ft.
<br />2. Public F1dures (IBC 2902.6)
<br />- Not Wore Thoo 1 Story Above Or Below The Public Area
<br />- Trawl Di9tance less lhoo 500 ft.
<br />
<br />OTHER
<br />
<br />.. ACCES~81UTY (MSBC 1341)
<br />1. Building Is AcceultMe
<br />B. GUAROS (IBC 1003.2.12 With Stale Amendmenh)
<br />1. 42- High lIAlnlmum Guorda Shan Be Installed Where A Change In
<br />Levele Dropa 30- Or More.
<br />C. ROOf "CCESS (IMC 306.5)
<br />1. 60' Ships Lodder To 8 s.1. Roof Hatch (1IA1n Dim 1'-8~) Provided
<br />-Provide 42" Cucrd If OpenIng Is 'Mthln 10' Ot Roof Edge.
<br />O. SMETY OLADNG (I8C 2406)
<br />1. Safety G1azlng Shall Be Installed In Hazardous Locations As
<br />Specified In IBC 2406.2
<br />E. RECYCUNG SPACE (MSBC 1303.1500)
<br />1. .0025 x 25,800 d. . 65 a.f. Required
<br />F. ~RE AlARM AND OETECTION SYSTEMS (18C 907.2)
<br />L Not Required
<br />G. PARKING AND MANEUVERING (Centervllle Zoning OrdInance)
<br />1. Pa'1clng Stan CoJcuJatlon
<br />
<br />ornCE 43 Stalla
<br />8.627 ..f. 05/1,000 d.
<br />SHOP (,:.':r. 57 Stalls
<br />6 + 16,973 1.1. 03/1,000 II.f.)
<br />Total Stalls Required 100 Stalls
<br />Total Stalls Provided J6 Stalls
<br />Proof of Porkr.a 64 Stolls
<br />Accenible Requlrem8llt Per 100 Stalls 4 Stalls
<br />(IBC Tobl. 1106.1)
<br />
<br />2. Stoll SIze J. Aisle Size 4. Striping
<br />.. 9'-0- x 18'-0. - 24'-0- - 4- VItllte Stripes
<br />5. Pavement Design
<br />- All OriYe Alain And Truck Maneuvering Areas
<br />2- Bituminous ~ Courae MH. D.O. T. 2331 T)pe 41
<br />2- Bltumlnoua Binder Course UN. D.O,T. 2331 T~e 31
<br />8- Compacted 0088 5 Bose uN. D,O.T. 3138
<br />All Por1<lng Areas
<br />1 1/2- BitumInous Wear Course MN. O.O.T. 2331 TWe 41
<br />1 1/2- Bituminous Binder Course MN. O.O.T. 2331 T~e 31
<br />6- Compacted Ooss 5 Bose MN. D.O.T. 3138
<br />-, Verify WIth ExistIng Sol Condition' And Ad)lst Accordingly
<br />
<br />.
<br />
<br />LAMPERT
<br />ARCHITECTS
<br />
<br />13837 NE LIncoln Street "5'
<br />Ham lake, MN 55304 ...
<br />Pho...,763.755.1211 Fa.:763.757.2U9
<br />Jom~rlOI"mp.rl-"r~h,"am
<br />
<br />ARCHITECT CERTIrICATION,
<br />I HffiEBY CERllFY lHA T lHlS Pl.AN,
<br />SPEaFlCA llClt OR REPORT WAS
<br />~EPARED BY ME OR UNDER MY DIRECT
<br />9JPElNSlON AND THAT I AW A OlR.. Y
<br />UCENSED AROiITECT UNDER THE
<br />LAWS (J'" THE STATE rs WINm;SOTA.
<br />
<br />ttItf~
<br />SlGNATUIl[
<br />LEONARD LAMPERT
<br />PIlINTNAlol[
<br />IJe159
<br />UCENst:NO
<br />07.14.05
<br />0'"
<br />
<br />I
<br />
<br />(763) 784-1950
<br />FAX 784-9707
<br />
<br />STONE CONSTRuCnON, INC.
<br />2181 - 107th LANE N.E.
<br />BLAINE, IlINNESOTA 55434
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<br />Copyrlghl2005
<br />Leonard Lamp.rt Arc:hlt.cts, P.A.
<br />
<br />Project Designer: BEN R.
<br />Drawn By. ECO
<br />Checked By. LL/LML
<br />Revisions
<br />
<br />04.21 04
<br />02.02.05
<br />04.20.05
<br />05.31.05
<br />06.15.05
<br />07.12.05
<br />
<br />PREUMINARY
<br />PREUMINARY
<br />PREUMINARY
<br />BID SET
<br />ISSUED
<br />OWNER RE\i1SIONs&
<br />
<br />SITE PLAN,
<br />DETAILS, AND
<br />CODE REVIEW
<br />
<br />Sheet Number
<br />
<br />Al
<br />
<br />~
<br />~
<br />~
<br />
<br />Project No. 040329-4
<br />
<br />ctJ9
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