|
Rated Assembly
<br />WS6 -2 -1 TWO HOUR FIRE RESISTIVE LOAD
<br />BEARING WOOD FRAME WALL ASSEMBLY
<br />2 X B WOOD STUD WALL- 100 °ia DESIGN LOAD -ASTM E 119 / NFPA 251
<br />4 2
<br />El FS or bIck veneer Is allowed per 3vi: Llo" 703.2 sLaLed bel
<br />Mal the material -does ~r:t redu::e the fire resistive r
<br />El FS has been tested In accordance with ASTM E106 and Is
<br />found that It did not contrlbula slog ~IOcanlly Marie spread.
<br />1. FRAMIN(3 . NC)MINAI 2 X fi WC Or7 STtJr}S , SPACFF) 24" Or: F) LIRI F TOP
<br />PLATES SINGLE BOTTOM PLATE
<br />2. SHEATHING:
<br />BASE LAYER - 5/9 In, TYPE X GYPSUM WALLBOARD, 4 FT.WIDE, APPLIED
<br />HORIZONTALLY, ..DINTS STAGGERED ON OPPOSITE SIDES 0 THE WALL.
<br />FACE LAYER 5181n. TYPE X GYPSUM WALLBOARD, 4FT. WIDE, APPLIED
<br />HORIZONTALLY...OINT3 STAGGERED WITH BASE LAYER.
<br />I IORIZONTAL JOINTS ARE UNBLOCKED. I IDRIZDNTAL APPLICATION OF
<br />WALLBOARD REPRESENTS THE DIRECTION OF LEAST FIRE RESISTANCE AS
<br />C?PP0511 - 1) TO Vr RTIC:AI APPI ICATI04,
<br />3, INSULATION- E-1/2 in. THICK MINERAL WOOL INSULATION (2.5 prf, nominal)
<br />4. GYPSUM FASTENERS:
<br />BASE LAYER- 2 -1/4 In. #6 TYPE S DRYWALL SCREWS, SPACED 24 IN. O.C.
<br />5, GYPSUM FASTENERS:
<br />FACE LAYER - 2 - 1/1 In. till TYPE S DRYWALL SCREWS, SPACED 8 IN. O.C.
<br />fi, JOINTS AND FASTENER H EADS WALLBOARD JOINTS COVERED WITH
<br />PAPER TAPE AND JOINT COMPOUND, FASTENER HEADS COVERED WITH JOINT
<br />COMPOUND.
<br />Tests conducted atthr: Fire Tcst Laho of Natinral Gyzsurn Rcscnrch Gn'itnr
<br />Test No: WP -1262 (Fire Endura - ce) November 3, 2000
<br />WP -1268 (Huse Stream I Dacembe-8.2000
<br />Third Party Witnras; 1 -tcrok tt. Servi &
<br />Report J20-00o170.3
<br />This assembly was tested at 100% desigr load, calculated in 9ccnrdance with the
<br />2005 Nitirnar r)eczjgn Spor4fir-arintAV fnr Wond Cnnsin - irtion. The arit - inrlty having
<br />[urlsdlctlon shouI-d be consulted to assure acceptance of this report.
<br />CopylI ][)L(0 2010
<br />Ama" 3 Woad Con nell
<br />Fated Assembly
<br />WS6 -1.5 ONE HOUR FIRE RESISTIVE LOAD
<br />BEARING WOOD FRAME WALL ASSEMBLY
<br />2 X 0 WOOD STUD WALL- 100 °i. DESIGN LOAD -ASTM E 119 / NFPA 251
<br />Third Party Witness: NffiC. Tps;ting S€rrvlr�e�
<br />PROPOSED 28 BRICK r----------------T-----------------
<br />DUMPSTER /RECYCLE ENCLOSURE
<br />7. JOINTS AND FASTENER H EADS- WALLBOARD JOINTS COVERED WITH I 1 �...................... .,.,.,.,.,.,.,.,I nr�n a 1
<br />1N/ TWO E? WOQ D DATES I L - REFER TO AL�iC2
<br />PAPER TAPE AND JOINT COMPOUND, FASTENER HEADS COVERED WITH AND ONE 3 WOOD S ERVICE GATE 14'X59' W
<br />JOINT COMPOUND. Ei1
<br />T€astti enndgletael A thA Flra T -Pst 1 2hn °afory of Nat1`)r21 f;y-asalrn R€;searr:h C.e - Iter '
<br />Tell No: WP- 1408 (Fire Endura ^ce8. Hose Slrea'n) AugUSI 13, 2004
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<br />CAN PY
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<br />0 neDV� GRADE
<br />To DE eaR
<br />25
<br />C
<br />ABOVE FIN GR AOE `
<br />OF CAP
<br />PROPOSED
<br />/REQUIRED Imo.
<br />30'x30'
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<br />QTY. :' QTY.4 QTY.
<br />PLAI E5, SINGLE 130 1 1 U PLAIE I I 11 Q
<br />2. INTERIOR SHEATHII`IG /8 in. TYPE X GYPSUM WALLBOARD, 4 FT.WI ❑E, /0_p11 1 z U I� Q ° A7 ® ® 0 ® 0 0 Ay
<br />APPLIED VERTICALLY. ALL PANEL EDGES BACKED BY FRAMING OR
<br />BLOCKING. I - - -- - - - Io2 I m
<br />r 1 RAMP I rSTDEVVALK �s cif OIDEWALK
<br />1 _
<br />3. EXTERIOR SHEATHING -3/8 In. WOOD STRUCTURAL PANELS(ORIENTAL ; 1 - -
<br />STRAND BOARD), APPLIED VERTICALLY, HORIZONTAL JOINTS BLOCKED. I i I W L I i IF
<br />.) _ EXIT }�
<br />4. GYPSUM FASTENERS:- 2-1/4 In. #fi TYPE S DRYWALL SCREWS, I I I �I I 4G s' = pg> 1
<br />SPACED 7 In. Q.C. I I 1 Arc 13
<br />1 I I 4L4H FJ I I 2 394 sf 4 1
<br />I I area C 1 Are.. A I � I
<br />5, PANFI rASTFNFRS- fd C:t7MMC`rN NAZI � ITS 9? In. C ?.C:, IN TI IF r I I I EXIT
<br />FIELD, bin. U, C. PANEL EDGES - - - - - - -
<br />9 !n L -4:19 rr
<br />+S. INSULATION -R -19 FIl3ERCLASS INSULATION I ` EXIT___ -L-------- � -------------- - -
<br />his assembly was tested at 1 U % desk7r load, calculated In accordance with the
<br />20b5 Natirnal Dpecjgn SporfcadonlID For Wood Construction. The aut-iorlty having
<br />jurisdiction should be consulted to assure acceptance of this report.
<br />(4
<br />.1 1 /7" - 1'-7" (VERIFY I IFIGI ITS ON SITF PI AN)
<br />Zoning Information
<br />Project Data
<br />ZONING
<br />PrnvNe .lirrlsdl .tlnn ;po.r. r.. 7n-Ing. ❑es na Ir. n
<br />OFF STREET PARKING AND LOADING
<br />Parking CritiI 1 /20C)sf (4,353 sf / 200-f - 21.7) 22 Spaces Required
<br />Marked Genan:31 Parking 18
<br />1-11nni2 Gas Puma± Parking 16
<br />TOTAL PARKING SPACES 34
<br />REQUIRED HANDICAP PARKING [ADAAG]
<br />1 : 25 R-equirad Parking San ms (Van Accesslhle)
<br />P ROVID E D HAND ICAP PARKING -1 ( VAN Ar - :C :L SIBLE )
<br />LOADING BERTH
<br />1 Provided (14'x49'}
<br />SIGNAGE REQUIREMENTS
<br />See Sheet AL -601 Forpro ,ectslgn age sahedule and drawlrgs.
<br />J URI DICTIO14:
<br />City of RAVItiEY, MN
<br />2066 INTERNATIONAL BUILDING CODE (IBC)
<br />211 IN I ERNAI MECIHANICAL CUD (I MC)
<br />7006 INTFRNATIC7NA1 Fxl STING 133k i11 DING [ Dr (Ir C
<br />200 MIN14 ESO I A PLCJMBING COD
<br />?O(?:i MINNESOTA STATE FNFR CO
<br />200-2 NATIONAL ELECTRICAL CODE (NFPA)
<br />?0;1:3 ANSI All 7.1 {ICI: /ANSI)
<br />ADAAG (AMERICANS W/ DISABILITIES ACC ESSI BI LITY ACT CUIDELIN ES) -
<br />FEDERAL REGISTER. VOL. 56, NO. 144, 1D91
<br />6J1=
<br />SIGN INDICATING THIS SPACE IS A'VAN
<br />ACCESSIBLE' SPACE
<br />A SIGN STATING "U P TO 5200 FINE FGR
<br />FIG;LATION" MUST BE POSTED
<br />4
<br />r
<br />� P.EFER TO AL -GC2 -
<br />44" ABOVE FIN GRADE 44" ABOVE FIN GRADE.
<br />� T_C of CAP 4 ToP of cAP o
<br />X60" ABOVE EIN GRADE '�' �1 ,,,
<br />TOP aF CAP
<br />I
<br />I
<br />FIF ; n h ven€ear Is Rlnw€od pa° serthn 7C.-3.2 atARCI NNMN
<br />/ LhaL the rnaterlal -does nOL reduce L -e Ore resistive n rang.
<br />FIFS has hFPR tsrsfad In armnrd a anc with ASTM F 1 and Vi
<br />found LhaL IL did net con LrlbuLe slgnlncantiy Marne sprdead.
<br />7 FRAMING - NOMINAL 2 X fii WOOD STUDS SPACED 16" QC DOUBLE TOP '
<br />Cupy 2010
<br />Ama Wocd Ccuncl
<br />Code Plan Legend
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<br />ITR Code Plan & General Site Layout
<br />U E 1= 20'-(J
<br />Code Plan Keyed Notes Code Plan General Notes
<br />r�
<br />Arfm A
<br />International Building Code 2009 I 1.000sf
<br />L- - - - - --
<br />703.2 Fire reslslante raU'-ys. The We reslsLanGe rating of bulldiriq elernents, UU'nponents or
<br />asseni bile s s - 'all be delern'Ined In acc;ordanue with test procedures se forth In ASTM E119 v
<br />OF UL263 or In accordance with section 703.3 Were mate dais, systems or devices that EXIT
<br />have not been tested as part of t fire -eslstance rated assembly are Ineerporated Into the
<br />- v 68" 1 34C! -<c:rr.,rva,r +
<br />building element, component cr assembly, s lfticlent data shall be made avati ible to Lhe
<br />hulding official to show that the requlred fl re reslstanre -ating Is not - educed. < �
<br />.......... C) .......... .> r f
<br />705.5 nxt€erinr walls shall he fire. r -Afilfitanr€e rating In aa.- ,n rdan:.- with sa Anr 601 and 602
<br />I he requlred III -e -eslstance rating of exterlor walls wit- a the .separation distance otless than
<br />or F�qr1.4 to 1 C.- feat shall `se raged for expinsilre to fine from hnth FAIT V {M9f -�L iii ail <eJ
<br />1406.2.1.1 Fire separation 5 ft or less. Where Installed on exterior walls havino a Ore
<br />separalion distance of 5 feet o- less combusdAe exterior wall coverings shams not exhlhh
<br />Su stained flaming as defined In NFPA 288. E I FS sausnes cor didons or acceptance upon 20
<br />rnlnules radiant heal exposure at 1.25 w /c
<br />ANALYSIS, THIS .SHEET FOR ADDITIONAL
<br />O IL 40 ", 44" AND 6e." (SEE PLAN)
<br />SEPARATION DISTANCE OF EXITS: 54' (BUILDING DIAGONAL. 108' -n
<br />TOP OF CAP
<br />z-" STONE CAP WITH ADHESIVE PER MFG.
<br />E li 2
<br />BOND BEAM WITH i2} #5 BARS CO NT.
<br />12" CMU WITH #5 BARS -_C4 32" O.C. AMID
<br />EXITS. WITH ASSIGNED EXIT WIDTH AND
<br />DURAWALL C 16" O.C.
<br />OR GREATER BUT LESS THAN 10' PROVIDE 1 -HR WALL CONSTRUCTION
<br />BRICK VENEER (MATCH ALINA HEALTH
<br />STYLE. COLOR AND COURSING}
<br />'r
<br />NON - RATED CONSTRUCTION AND OPENINGS ARE NOT REQUIRE 1) TO BE
<br />36 "X12" CON FTG WITH 3 i15 BARS CONT.
<br />ANDS BARS (eat 48" D.C.
<br />TRAVEL PATH: GRAPHIC REPRESENTATION
<br />OF PATH OF TRAVEL AS REQUIRED BY
<br />®
<br />COMPACTED GRANULAR FILL
<br />RETAINING
<br />WALL SECTION
<br />.1 1 /7" - 1'-7" (VERIFY I IFIGI ITS ON SITF PI AN)
<br />Zoning Information
<br />Project Data
<br />ZONING
<br />PrnvNe .lirrlsdl .tlnn ;po.r. r.. 7n-Ing. ❑es na Ir. n
<br />OFF STREET PARKING AND LOADING
<br />Parking CritiI 1 /20C)sf (4,353 sf / 200-f - 21.7) 22 Spaces Required
<br />Marked Genan:31 Parking 18
<br />1-11nni2 Gas Puma± Parking 16
<br />TOTAL PARKING SPACES 34
<br />REQUIRED HANDICAP PARKING [ADAAG]
<br />1 : 25 R-equirad Parking San ms (Van Accesslhle)
<br />P ROVID E D HAND ICAP PARKING -1 ( VAN Ar - :C :L SIBLE )
<br />LOADING BERTH
<br />1 Provided (14'x49'}
<br />SIGNAGE REQUIREMENTS
<br />See Sheet AL -601 Forpro ,ectslgn age sahedule and drawlrgs.
<br />J URI DICTIO14:
<br />City of RAVItiEY, MN
<br />2066 INTERNATIONAL BUILDING CODE (IBC)
<br />211 IN I ERNAI MECIHANICAL CUD (I MC)
<br />7006 INTFRNATIC7NA1 Fxl STING 133k i11 DING [ Dr (Ir C
<br />200 MIN14 ESO I A PLCJMBING COD
<br />?O(?:i MINNESOTA STATE FNFR CO
<br />200-2 NATIONAL ELECTRICAL CODE (NFPA)
<br />?0;1:3 ANSI All 7.1 {ICI: /ANSI)
<br />ADAAG (AMERICANS W/ DISABILITIES ACC ESSI BI LITY ACT CUIDELIN ES) -
<br />FEDERAL REGISTER. VOL. 56, NO. 144, 1D91
<br />6J1=
<br />SIGN INDICATING THIS SPACE IS A'VAN
<br />ACCESSIBLE' SPACE
<br />A SIGN STATING "U P TO 5200 FINE FGR
<br />FIG;LATION" MUST BE POSTED
<br />4
<br />r
<br />� P.EFER TO AL -GC2 -
<br />44" ABOVE FIN GRADE 44" ABOVE FIN GRADE.
<br />� T_C of CAP 4 ToP of cAP o
<br />X60" ABOVE EIN GRADE '�' �1 ,,,
<br />TOP aF CAP
<br />I
<br />I
<br />FIF ; n h ven€ear Is Rlnw€od pa° serthn 7C.-3.2 atARCI NNMN
<br />/ LhaL the rnaterlal -does nOL reduce L -e Ore resistive n rang.
<br />FIFS has hFPR tsrsfad In armnrd a anc with ASTM F 1 and Vi
<br />found LhaL IL did net con LrlbuLe slgnlncantiy Marne sprdead.
<br />7 FRAMING - NOMINAL 2 X fii WOOD STUDS SPACED 16" QC DOUBLE TOP '
<br />Cupy 2010
<br />Ama Wocd Ccuncl
<br />Code Plan Legend
<br />� Y
<br />Q
<br />Z
<br />u
<br />[3
<br />U7
<br />ao
<br />t,^
<br />z
<br />H
<br />cry
<br />x
<br />LL
<br />ITR Code Plan & General Site Layout
<br />U E 1= 20'-(J
<br />Code Plan Keyed Notes Code Plan General Notes
<br />r�
<br />Arfm A
<br />International Building Code 2009 I 1.000sf
<br />L- - - - - --
<br />703.2 Fire reslslante raU'-ys. The We reslsLanGe rating of bulldiriq elernents, UU'nponents or
<br />asseni bile s s - 'all be delern'Ined In acc;ordanue with test procedures se forth In ASTM E119 v
<br />OF UL263 or In accordance with section 703.3 Were mate dais, systems or devices that EXIT
<br />have not been tested as part of t fire -eslstance rated assembly are Ineerporated Into the
<br />- v 68" 1 34C! -<c:rr.,rva,r +
<br />building element, component cr assembly, s lfticlent data shall be made avati ible to Lhe
<br />hulding official to show that the requlred fl re reslstanre -ating Is not - educed. < �
<br />.......... C) .......... .> r f
<br />705.5 nxt€erinr walls shall he fire. r -Afilfitanr€e rating In aa.- ,n rdan:.- with sa Anr 601 and 602
<br />I he requlred III -e -eslstance rating of exterlor walls wit- a the .separation distance otless than
<br />or F�qr1.4 to 1 C.- feat shall `se raged for expinsilre to fine from hnth FAIT V {M9f -�L iii ail <eJ
<br />1406.2.1.1 Fire separation 5 ft or less. Where Installed on exterior walls havino a Ore
<br />separalion distance of 5 feet o- less combusdAe exterior wall coverings shams not exhlhh
<br />Su stained flaming as defined In NFPA 288. E I FS sausnes cor didons or acceptance upon 20
<br />rnlnules radiant heal exposure at 1.25 w /c
<br />ANALYSIS, THIS .SHEET FOR ADDITIONAL
<br />�
<br />SEPARATION DISTANCE OF EXITS: 54' (BUILDING DIAGONAL. 108' -n
<br />INFORMATION
<br />FIRE SEPARATION DISTANCE: IF LESS THAN 5' PROVIDE 2 -HR WALL
<br />BUILDING EXIT: IDENTIFICATION OF BUILDING
<br />CONSTRUCTION AND APPROPRIATE PROTECTION FOR ALL OPENINGS' IF 5'
<br />EXITS. WITH ASSIGNED EXIT WIDTH AND
<br />OR GREATER BUT LESS THAN 10' PROVIDE 1 -HR WALL CONSTRUCTION
<br />OCCUPANT CAPACITY
<br />AN APPROPRIA I L UPENIN~3 PHO I Ef_� I ION; IF 1 U' OR GH I ER USE
<br />NON - RATED CONSTRUCTION AND OPENINGS ARE NOT REQUIRE 1) TO BE
<br />F' F2{} I EC I ED
<br />TRAVEL PATH: GRAPHIC REPRESENTATION
<br />OF PATH OF TRAVEL AS REQUIRED BY
<br />®
<br />FIRE EXTINGUISHER: 4 -A:80BC INSTALLED NEAR FRONT EXIT
<br />CODES: SEE KEYED PLAN NOTE
<br />KrrCH EN FIRE EXTINGUISHER: TYPE 'K' LOCATED WITHIN 30' OF HOOD
<br />PARKING; I DE N I IFICA I ION 0E- AVAILAL LE
<br />PARKING SPAC;FS
<br />�
<br />VAN ACCESSIBLE PARKING SPACE: WITH POST SIGN AND NO- PARKING
<br />ACCESS AISLE, SURFACE SLOPES SHALL MOT EXCEED 1:50 (2 %r IN ALL
<br />DIRECTIONS
<br />PROPERTY LINE
<br />O
<br />LOADING BERTH: 9E' x 50% SUBJECT TO CHANGE
<br />O
<br />EMERGENCY FUEL SHUTOFF: PUS I MOUN I ED SHU I OF-F BU I I ON WI I H
<br />SIG NAG E STATING "EMER(3 ENCY FUEL SHUTOFF" LOCATED ALONG3 CURB
<br />LINE (8A); A SEC _3NDARY SH U I OFF LUCA 1 LL] INUIDE A I I HE SALES
<br />rrar.JNTFR Fr�R TI 1F c;nNvrNIrNC±r nr }TArr {aa,
<br />ie y
<br />DISABLED SIGN WITH REQUIRED
<br />UNIVERSAL SYMBOL OF ACCESSIBILfrY.
<br />INCLUDE APPROPRIATE WORDING TO
<br />CLEARLY INDICATING THAT THE SPACE IS
<br />RESERVED FOR THE EXCLUSIVE USE OF
<br />VEHICLES WHICH DISPLAY A
<br />DISTINGUISHING LICENSE PLATE OR
<br />CARD.
<br />NOTE:
<br />VERIFY HEIGHT OF H.C. SIGN FROM TOP
<br />OF GRADE WITH LOCAL AUTHORITY.
<br />Disabled Parking S iqnacie
<br />1/4„ - 1, -O„
<br />SAW
<br />B
<br />CURB ALONG FACE
<br />DF BUILDING I YP.
<br />w
<br />GL
<br />O 4"
<br />J 41 ol
<br />V)
<br />ir.
<br />2
<br />1. RELATED SHEETS: FOR ADDITIONAL INFORMATION NOT DIRECTLY
<br />REFERENCED, SEE I HE FOLLOWING SHEE IS:
<br />G-001 GOVER SHEE 1 INDEX /U ENERAL L:UNUI 110 14S
<br />Al .1 D 1 S IT PI AN
<br />A -101 FLOOR PLAN
<br />ACS -1n1 FQLJIPMFNT PI AN
<br />2. ❑O NOT USE THIS SHEET FOR SITE LAYOUT; THE SITE AND BUILDING o
<br />PLAN REPRESENTED ON THIS SHEET IS INTENDED AS A DIAGRAMMATIC
<br />REPRESENTATION OF CODE AND ZONING RELATED ISSUES ONLY, ALL
<br />SPECIFIC LAYOUT AND CONSTRUCTION INFORMATION IS FOUND ON THE
<br />SITE PLAN AND BUILDING DRAWINGS
<br />SIGNAGE: INSTALL ON POST
<br />WITHIN DRIVE, 12" OFF
<br />SIDEWALK AS SITE
<br />CONDITIONS REQUIRE, SEE
<br />DETAIL 3 THIS SHEET FOR
<br />MORE DETAILS
<br />NO PARKING STRIPING: PAINT
<br />ACCESS ISLE AND AREA BEHIND
<br />PARKING SPACE ADJACENT TO
<br />BUILDING ENTRY SIDEWALK WITH
<br />ANGLED STRIPING AS INDICATED;
<br />PARKING STRIPES ARE TO BE
<br />YELLOW IN ALL STATES OTHER
<br />THAN INDIANA (BLUE).
<br />UNIVERSAL DISABLED SYMBOL:
<br />MOTTO BE PAINTED ON DRIVE
<br />UNLESS REQUIRED BY CITY /STATE
<br />OFFICIAL
<br />� Disabled Parking Layout
<br />Code Information
<br />ccupancy I ype ec t ran
<br />Group M - MerrarINA RgInl Salley Fiial r]IgpArAn9
<br />Construction Type (Section 502.5)
<br />Type V. B .1"on rat,d) Construction in which the structural alamants,
<br />exterior and InLerior walls are cf any materials
<br />permitted :±y the cndn.
<br />Bullding Height 8 Area (Table 503)
<br />L3ased on above reterenced occupancy type and aonstructlon type.
<br />ALLOWABLE ACTUAL
<br />Height (Stndes / FeRt_r 1 1 40' 1 / ?C)'
<br />Area (Group My 9,000 sr -1,353 sf
<br />Incidental Uscs Gs: ction 505.2.5)
<br />No Incidental use areas are prasent wlthln building as defined In Table 508.2
<br />Lhat require separation.
<br />Fire Resistive Requirements (Table 501)
<br />H rs
<br />StrucLur -1 Fri Me 0
<br />Bearl -lg Wets Exte -lnr [}
<br />Inlerlor 0
<br />Nor�-beaIncg Walls Exte /able II
<br />Infarlor Ct
<br />Floor Co- structlon 0
<br />Roof C nnstriletlnn Ct
<br />Exterior Wallis (Tab /. ^ ^. 602)
<br />Where exteFlcr wall fire separatlon distance to the properly line Is lass than 10',
<br />but From. thnn 5' 1 -Hou r<'atod co ntruction is rcqui If Loss than 5' 2 -Hour ratti d
<br />con strucUon Is required. (P/air Note 3)
<br />Allowable Area of Openings (Section 704,81Table 70-1.13)
<br />The rnaArnurn alkawable area of openl'igs In an exLerlorwslls is den-led as a
<br />percentage of wall area hased on the parallal offset distance tea the property line.
<br />/T76den1e1 unprolecled openir;gs in the rear wall afnounl to less 111arr 1 % or lie lU!el
<br />re-ar visa// r.rea_ (Plan Note 3)
<br />Occupant Load (Chapter 10)
<br />The Dccupant Lnad is determined :±y firat sunrdividing t-g plan lsyout into
<br />dlfferenL'Funcllor Tyo-es' (per Tab /e 1004.1.1) then dividing each :)y Lhe assigned
<br />L F /Uccupant to obtain the I otal Occlipant Load for exltl`1cg. I - e Function Areas
<br />n.nrIgnkwd In f , io later hoinw are grnphlnnly roprnsont€ad I" the Card- Plan n thin
<br />sheet, (See Code Plan)
<br />TABLE 1004.1 Crllerla Area Load
<br />Area A - Mercantile 30 gross 2.39 sf 80
<br />Aroi3 B - Business ( llca) 100 gro."s 46 sf 1
<br />Area C - Kitchen 200 gross -198 sf 3
<br />Area D - Accessory (Back house) 300 gross 1.130 sf 4
<br />TOTALS 4,068 sf 68
<br />Building Exits
<br />Egress Width {SeGhon 10,75
<br />Non sprinkled buildings re 0.2" of egress widtf7 per oacupanL Egress width
<br />required, 97,6" for occupant load of 88 persons. Egress width provided, 1 -te" total
<br />aL Lhrue 3) locallcrns. (Sea La -catr ❑ens on Code Plan)
<br />Exit Doors (Section 9015, Table 101541)
<br />0crupant loan greater than 50 requires 2 exits separated by half the maximum
<br />dla!�anal distance 3r wie building. Maxir'7urrr diagonal. 906', Exil :3epaialioil, 53,
<br />(Plan Note 2)
<br />Exit AII Travel Distance ;Siec! ion 1016, Table 1016.1)
<br />In nn spInklncl hkilidin+gs the maximilm f °av€.1 dlstanro. 1-nm any print In the
<br />bu■dlnp to an exit Is II'T91ted to 200'. Maxirnua) distance pressed 81'_ See plart This
<br />ShaAr (Plan Nate 1)
<br />Plumbing Fixtures (Chapter 29)
<br />As requlred fo- toilet room fb(ture calculations, the assumed occupancy loads
<br />for rn:alc and fomalr; arc, 50 ° ia of thti total ccru pan ry load far lhn building (r:cr Tab /r�
<br />29 02.3, IBC).
<br />CRITERIA REQUIRED PROVIDED
<br />MENS (49 Occupants)
<br />Water Closets 1 /500 1 1
<br />Lavaluilles 1 /750 1 1
<br />Urinal 4 1
<br />WOMENS (49 Occupants)
<br />Water Closets 1 / 500 1 2
<br />1 avatnrli:�g 1 /750 1 1
<br />OTHER FIXTURES
<br />Drinking FOLinfaln 1
<br />Service Sin.( 1 1
<br />Water Is provided through a dispenser In the fountain drink system at no cha - ge.
<br />Fire Protection {IFS)
<br />Autornatla Fire Extinguishing Systems
<br />Per section 904.2.1, the Type--1 c:orT7rnercial kl Lche n hood Is fitted with an
<br />app - oved auluinatic fire exlingulshing syslei`1 with an all -emate r"nanual aadvator.
<br />Portable Fire Extinguishers (Sertionr 906)
<br />Portable Fire Extinguishers shall be Installed In accordance will) NFPA 10 and
<br />meet the minimum coverage and travel distance requirements;
<br />General: 4 A:90BC. 11.250sf Coverage 1 75' Travel Dlslanc* (Plan Note 4)
<br />Kitchen: Type 'K', within 30' of Hood r. Plan Note 5)
<br />Emergency Fuel Shutoff (Section 2203.2)
<br />A fuel shutoff swltc Is located with ln '100' of the fuel pumps (P /an Note SAJ; an
<br />additional shut-off switch Is located wlthln Lhe bullciing aL Lhe sales eounter for the
<br />convenience of the attandi staff (Plant Note SB).
<br />USE FUNCTION: GRAPHIC REPRESENTATION O MAXIMUM LENGTH OF TRAVEL TO EXITS: 81' ,200' ALLOWABLE;
<br />0 FLOOR AREA FUNCTIONS; SEE CODE
<br />SAW CUT
<br />BROOM
<br />FINISH
<br />1 :20 SLOPE
<br />EXPANSION MATERIAL
<br />AT SAW CUT, RUN
<br />EXPANSION THRU CURB
<br />TO CORNER OF
<br />BUILDING
<br />NOTE:
<br />ROPE AND CAULK ALL
<br />SIDEWALK SAW CUTS.
<br />Z
<br />SIDEWALK I-"x1 -li2"
<br />SLOPE ROLLED CURB EDGE X
<br />�J
<br />2
<br />Q
<br />Sidewalk Ram[) Layout
<br />1/4" - V0"
<br />
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