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HomeMy WebLinkAboutPLANS - 05-00385 - New Fong's RestruantTo Fire Hydr X X X X 7X X X X X Snow Kendra Nelson Inst. No. 237074 X X X Storage X X X X X ^� R,* M o~ N z X X X X X - � ti__. 'VV 'i'4jSS1 Garbage tsd ,R m a3 f. 47�, -�.� 3 O � g _� Pr o d-Idaho LQea�n — oo Container JOB NO.2005 -108 DATE December 27, 2005 4 TSG DBS .� 3 18.00 6' Chain Link Fence W/ ny 0" t 5E 7 IN ..: aP;i'k Jt eY White Slats >< SHEET NO. I C.l � ' X X X- ,•; V_ k {{ 9 18.00' 1 - .00' - X I See Catch Basin Detail 3 I 23.00' Rim Elevation: 4 I = - _2.4:.0( - 4783.23 8.00 9.00' %° 10 11 12 13 14 15 y `•16 17 18 I l 4783.73 - _ O Greas Trap Detail P4 x _ -" p0 " 19 I Q caner L at d Pipe LDS Church z Scupper Drain :. :: .72.00 -: _ 6' Min m�Fle 6 Deep alt Pi See Detail - r` `-� 4 A Inst. No. 273699 o1 I r p e _. Proposed Fire Hydrant I ( I 3.00' I 13 ( Line Types Landscape Steel Roof Hatch Types — Hidden V Water Center Line E' Power Section Line Gas F_ X X X Fence _ __. Sewer Property Line I M — Set Back Storm Drain Concrete I No Parking o o Gravel Asphalt Ceramic Tile i Stucco Earth MadlSon cou � � 4 N ^t 375 ST sM l tIA'l" k r� wa -s CP �.._. s Post 0, l i ';� V V r I u q F2 rT€ d i ty, i 'VV 'i'4jSS1 u tsd ,R m a3 f. O � g _� Pr o d-Idaho LQea�n H JOB NO.2005 -108 DATE December 27, 2005 DRAWN BY CHECKED BY TSG DBS REVISIONS 3 Scale = 1 "- 10' ny 0" t 5E 7 IN ..: aP;i'k Jt eY SHEET NO. C.l c Armory ,•; V_ k Vicinity Map (No Scale) W 2n S �F Fongs Resturaunt C MI Current and Future Fire Hydrant Locations (No Scale) Symbol & Meanings Brace Wall- Continious To Bw Basement Slab 7/16 Inch Sheathing Fire Hydrant 7/16" Sheathing, 16 Gage Staples O Sewer Manhole SW 1 -1/2" Min, 6" Edge Staple Spacing Water Meter SW 7/16" Sheathing, 16 Gage Staples Catch Basin 1-1/2" Min, 2" Edge Staple Spacing © Fire Exsiguisher 7/16" Sheathing, 16 Gage Staples SW 1 - 1/2" Min, 4" Edge Staple Spacing Telephone Box 7/16" Sheathing, 16 Gage Staples Grease Trap SW 1 -1/2" Min, 3" Edge Staple Spacing HD Simpson Strong Tie SDHD -14 or Equal Handicapt Parking Stall Door Numbers Existing Light Pole Gas Meter Power Box Sink Toilet Power Pole ® Urinal Parking Lot - Light Pole BUILDING INSPECTOR A SS \OVAL fN Q �o�IS 6 11 630 o �z/LT/ Q OF • ,crJ 0 O v z W /0i R � J Z 0 CO '( r te ' f` � y � � 4 0 Ln W b . Uj Z v 0' Z W 4 0 tfJ 0 < >� v 0 �rc. W � A j vaj WOp�,��' cx ; �V tnw �Ud O Ct _� H JOB NO.2005 -108 DATE December 27, 2005 DRAWN BY CHECKED BY TSG DBS REVISIONS 3 Scale = 1 "- 10' SHEET NO. C.l General Notes Codes Used- IBC _ SFF ASCE 7 , IF( 2' �f 1) -'k Standards fk 2304.7 Floor and roof sheathing - Structural floor sheathing shall be - des - Igned - and , X cces sible esiv n, "D Ci tv of Rexbur- in accorclan�� N�it`he Jhe__�Y�e_ffmal provisions oflhfs Code ffie g special provisions in this section i (9)4.3 Posting of Occupant Load - [,% en. room Or space that i!, lin 2304.9.1 Fastener Requirements- Connections for wood inembers shall be a,,sembly occupancy shall have the occupant lo'Ad of the I Of Sl)dCe designed in accordance \N ith the appropriate methodology in Section 230 2 ro�,,tecl in a place, near the niarn e\�t or exit access 'The number and size of nails connecting wood members shall not be less than door I'l orn the room or space Posted signs liall be of all apprw, ed that set forth in Table 2' )04 9 1 of t he I BC 2003 le ible permanent design and shall be maintained by the owner or. Fasteners in preservative treated wood are hot-dipped zinc coated gal\ anized authorized i steel, stainless steel, silicon bronze or copper. z Wood framing members abo f OLIn dat ions are 8" (min) above soil 1006.1 Illumination required - The ineans of egress. JICILtding 01c Interior Finishes- Interior finishes shall iricet all Requirements exit clis%.Iiat ,hall be illurninaned at all nn the lmalkhrl.0 sj' 4117 Section 803 of the IBC 2003 the means of egress is occupied Cd tl� t' Specifically Fire walls shall be of Class A material finishes and shall be Wood Bathroom Stall Door applied per S ection 80' ) of the I BC' 2001 1006.3 Illumination Emergency PoAer I he power supply Minimum Sanitary Sewer Slopes oll't , ress illumination shall nc�rnial'; be Pipe Diameter Minimum Slope el"Cnical SUPPIN Tt 00084 Metal 1� the event of power sappb, tailul 0 0049 Sofit Y, atitornat,calll illuminate the t'0,!k 00,41 1. i t ac L_ ess c. o -i i -,, doi s. p assi ge �;_i �i riA c: i rl Lighting Notes ,hl te ttAo or niore inearis t.-mt access; corridors and exit stalr%kj" hon, tvvc of more C\its Shielded Fixtures- ;%ll outdoor lis.liting snali be Rill; sh clded I -_­ egress components at r ;. ,m didn tht: ol dlsc�i,�i shielded IS the lUrn.inalres and �its mountin g. taken as a `chide , allov, BulldIDU kll C\lt accomplished for buildir,,_� AICI 'v ol 11't It c no direct light t3hilve the honzorita -1 Interior exit discharge elements. as peril !I'LL if. sec.,), In I ("­ Color- High Pressure sodium lamps shall he used in Commercial and the IB( (International Buddirri ( ode ) ill ceqUired it 1 c P ublic a pphc�anons IV,J) 0I more exits. Light Trespass -Xil light fixture including security h-litino, shall be I nl In 5, J 1) 'e portion of the exterior e discharge aninedrateiv adjact io aimed and shielded so the the direct illumination shall be confined to exit discliai doorways in buildings required to have !SAO OT 11101'C the property boundaries of the light source ('are shall be taken to exits assure that the direct illumination does not fall onto or across any" I lie emeTgenc-, power systern shall I proti ide power for to duratiori not public OF private street or roads. Jcs than 90 minutes and shall consist of storage batteric�l _gait Conformance with Applicable Codes - All outdoor electricallto, t';yi.arprTaf rat or an onsite generator The installation of the ernergepm. powered Ill uminating devices shal be installed in conforriance with P; er systen i ,hall be in accordance w ith section 2702 of t he I B(' the pro-visions ofthe Rexburg Development Code. Building Code. the Building Sections Flectrical Code and st Ordinance, with appropriate pen and 1W8.11.8 Door Operations- f:\ccp, ac speciticaliv Per"'Itted " 't) inspection dour shall be readily operable from the cgre­,r i:..Ie t i 1, e 'ise Maximum Initial Horizontal III - Maximum initial horizontal ill at et iat.ev or special kno or 0' a11 any point kvithin shall not exceed 4 foot-candies Initial horizontal ill Hardware- Door Handles, puii,,, latches, locks and, other shall not exceed 0.2 foot-candles at the property boundary abutting dev on doors required to be accessibl by Chapter I i shal T residential properties, IVc]Lffl e tight grasping, tight pinching or u\ ofthe wrist operate Light Specification- Use a20 foot pole mounted light with a 250 watt I-lardware Height - Door handles, pulls, latches. lock- aril ether Mtal Halide, Multi-Tap Fixture with lamp (4,� 0 " tilt and a square I I - nrini ium wid )Perating devices shall be installed 71 4 inches rr MOUnting arm Outdoor Commercial 20 foot I_iuht Kit COI -K01 Item Awning Design i 'lla above finished floor. I-ocks used only for SecufltN punposes j Number TFU COI�KOI by Residential Landscape L.,'ghfing and Design _p - '-) to Scale I I' and not used for normal operation are perrnitted at any height - 1-800-239-2939 or equal Locks and Latches- I-ocks and latches shall be permute= A 10 0FC\eT)t Fire Suppression Notes of doors Lv an\; ofthe folio\Ning exists Z , , Plai,,esot'dett�ntioiioTi,e= "ti�iiTt Fire Suppression Doors- b In Buildings in occupancy Group A ha%;t an occupant load of' Fire Door 11- Door to be Fire Exit Oril Mann Will Sound of less Fire Door 2- Fire Suppression Door to Close Automatically b I The locking device is readily distin ' �;uishablc as locked, after Alarm b 2 IN readily visible durable sign is poste,-i on the egress side on or Door Operation - Swinging fire doors shall close from the :idi.i-ent to the door stating 'THIS DOOR I C) R F\1 NI\ full-open position and latch automatically OCKf, Wfil N BUI1,DI\(j 15 0('( UPII`� I iC 0. T' The door closer shall exei - t enough force to be in !etters I inch hig on a contiastino bacl 2roiind close and latch the door from any partially open Yhe ax le of the key - operated lock rn e lie ice. i, IC' 0c­11 position. building official for due cause Fire Extinguishers- Where egress doors are used m pair ap,­ o ed aulonnatic flush 906 1 2- Portable fire extinguishers shall be installed halts he permuted to be used. pro', iJcd flint the door leall w ]thin -10 feet of commercial cooking equipment Ira - v i iig the automatic' fl is] i bolts ha tic d0orkt­ 3h oi -J trfa( e- Fire Alarm- ill"AY11ted hardware ( )07 2 1 - A manual fire alarm system shall be installed 4 Bolt Locks- Manually ovc=, ated flush bolts or surt"ACe bolts are n in accordance with NFPA 72 in occupancies I'lermitted haN ing and occupant load of 300 or more. 5 Unlashing- the unlashing olfmy leaf shall not rC(jL111_e more Char one Structure Notes operation I-z 1) All Frusses shall be attached to the walls using Humearic I'ie;'1)_ Exterior Wall Vapor retarder is needed unless another approved iriedn's to Simpson H2 or Iqua] avoid condensation and leakage has been provided 2)Live Load- Roof -:-. 20 PSF Double underlayment is provided in asphalt rool VvIth Mininlum, slope of Floor - 100 PSF 2 12 up to and including a 4 12 slope. 3)Dead Load - Roof --- 20 PSF An ice dam membrane for all asphalt roof is pr frorn the roof edge to Isolated Walls -- 15 PSF 2 inside of the inside of the exterior wall I.Jninsulated Walls - 10 PSF 1504.3.2 Metal Panel roof Systems- thF0Ui. fastened or siarding sears shall Floor 10 PSF be toasted In accordance w ith U 1., 580 oi , kSTM F 15 Concrete -- 150 PSF 150 Scope- Roof coverings shall be applied in accordan,�e wrjr_!l the Soil - 100 PSF applicable provisions of this section and the manufacturer's instjIl'ation 4)Snow Load- Pg, --- 50 PSF it stractmns. Proof = 35 PSI 1507.12 Thermoset single-ply roofing- t Installation ofthermoset Pf 20 PSF .-Ingle-ply roofing shall comply with the pro i,ions of this section Ce 1.0 1603.3 Roof Snow Load- 'The ground snow load. Pg. shall be indicated In Ct 1.0 arc "as d,Oiere the ground snow load, Pg, exceeds 10 pounds per Square foot the Category B follwNing additional information shall also be provided, fe'�IaTdICSS if kott liether 5)NN'ind Load Basic Wind Speed = 90 MPH sno !,)ads � the design of the roof Vfm - 75 MPH I FI at- roof snow load, Pshorizontal =- 14. PSF 2 Snow exposure factor- Psovertical - - - -1771 PSF Snwlk, load, importance factor Exposure B Therr - i�d F!ictor Importance Factor 1 5 1704.4 Concrete construction- I he specil-I iri-spcctions and vorificationsifor 6)Seism ic Load - U se Group I Special Inspections Notes shall lie as required b I able 17104 4 111 1 130 2003 Category 11 Special ITISPCQtions are Identified for smo conti A v stems SDS - 0.129 A)Conerete Speclai 111spectlolls are provided for seismic foicc insisting systellis SmI = 0.193 1) 28 Day Compressive strength Cylinders Importance Factor = I.0 2) Air Content (in %) 1180 Dampproofing required- Where h dio- 1 ,: ,, 0 1 C pressure will not occur ) Class B 3) Slump 7)Foundation Anchor Bolts shall be 5./S" Diameter B)S�tructural Fill as deteni'mied Iv Section 180.. floors and v_alls for other than wood Spaced @ 4' Intervals M.1mmum. 1) Compaction tests to 95% standard Proctor C& TOLIFIC d! i 'i ", Stems shal be damppi look" 1. a 6%. o— " k 1XI VIV i n D.arripp -1 be shown under all slabs, a M;nrmum of 4" of g ravel is tril"Ier all tidbs to freezing weather has an entraim as per Table 1 901 t 2 1 , r , ­,J "neers the requirements of Section 1 and Tables I 1 'h)4 2 !-(, t ) and 1 )04 2 2(2) of the IBC 6 o"I I S" Intervals N Stucco) Molding -)(Yt Mill, 2 Each 7 -1, 4" 6 Wood Stud Microliallis 'a") 16" O.C. k Needed 1'russes Facia BN TTUSSeS Stucco 4`1 Molding As Needed By `I Fusses 30" Min. t 6" Wood Stud (i 16" 0 Truss:;s R-Type Insulation All Insulation is Blown In Ceiling - R38 Walls - R21 Floor - R19 See Elevati For Finish 6" Wood Stud (2a, 16" U.C. Batting Insulation Extet lor Sheathing Exterior Sheathing As Per Shear Wall As Per Sheai Wall See Flc\ations See I le%ations I or F inish 1 F or I- i n Ish Type 10' Column in Wall 5/8" Sheet Batting Insulation (2 Each 2 X 6 Studs) Rock 5 !8" Sheet Rock 716" Sheathing I_yplcal Exterior Fire A all Sections Scale 1 /2" F 5 Sheet Rock 6" Wood Stud (i 4 16" O.C. l'ypical Exterior Top View 10 10 Scale 1/2"-l' Batting Insulatic 5/8" Street Rock Tot.,pical Y_xterlor Wall Section Scale I' Batting Insulation 5/8" Sheet Rock Both Sides Class A Finish Both Sides 6" Wood Stud 16" O.C. 5/8" Sheet Rock Both Sides Typical Interior Top Flew" Typical Interior Wall Sections Scale 1/2" -- F S cale 1 1/2 " -- I' Door P Quantity Type Size I I I Fire Door I 3 " -0 "" 2 Site Plan Alum Frame- Glass Door 61-011f 3 1 Steel Door 6-011 4 Fire Door 2 3 " -0 "' 5 4 Wood Door 3 6 3 Wood Bathroom Stall Door Y-O" 4 A.2 Floor Plan .\11 Windovvs are 4' X 0' Aluminum Frame df X AFFtWVt:Lj BUILDING INSPECTOR Drawi Index • SHEET SUB SHEET TITLE OF SHEET 1 CA Site Plan �"' 2 C.2 Index Page 3 A.1 Foundation Plan 4 A.2 Floor Plan 5 A.3 Roof Plan Job No, 2005-108 Daw 0_ecembef27,2005 6 A.4 Elevations Me" By Cfiecke 7 A.5 Elevations TSr 8 A.6 Building Sections Scat#-, 9 A,7 Details 10 A.8 Details Z , 11, A,9 Floor Plan L et 5 , V ' x. • I-z 7�t_�fe 16- 11 ti 72� b a, H Q t�, �•� Boa A l \ 7 261_11 .�4 � o a.� J(,Ry 0 2005 -108 r j a r December 27, 2005 DtdA hN BY {.'FiTiCKis') BY DO ST{fsET td{) A o l A l \ 7 261_11 U 79 0 El 14 1.31' � 5 A 41 Y Y 04, a�� lk s . a o � x. low" r�M.rw�Nr �r L G 1NSPE�CTOR `_"""` 1 I 29' 7 1 L 6 1/2' 0 61/2 - - �' 2 1/211 /, 211 1 1/2 1 1 2 11 x Scupper Detail Scale 6" F g I 71/2 N 37 1/2 1/20 low" APPROVEo �r L G 1NSPE�CTOR `_"""` 2005 -108 D ATE Dmember 27, 2005 DRAW14BY (IMI'IG] BY rr S, :, �.; A L E V'r x 1. K 3 ' z 's tk 7 ^ _ A3 t, y.. , � A r v 1,-"L "P, 71/2 N 37 1/2 1/20 14' IT-2" f 0 m 0 4 I �1wg �I 72+ South Elevation Scale 3/8 " =1' g C6 Forrest Green Metal Roof TYP. Light Brown Stucco Dark Brown Stucco 5'-6't Forrest Green Metal Roofing Fong b, Raised Stucco .0 East Elevation Scale 3,/8"-- V I Li Dark Brown 1 81' West Elevation Scale 3/8"=1' 1 T-2" 14' 3t-2#' APPROVED SUCUI�NGINSPECTOR Metal Lap Siding Light Brown 3 0 71 CF B. t C C b �-, El O Ct > ;oB\k� 2005-108 N � , Dec ember 27, 2005 A*5 mmommommommWmmim Parapit 30" Minimum Above Roof on South& West Sides of Roof 5 /8" Drywall Each side of � s arape Required. Truss System By Others or T usses 1) I.-avers - 5/ It Sheet Rock Type X 6' 4" l Ilr .;ire Rating 61 1 Q' 1 0' I Section Detail A6 Scale 1 /4 " =1' -6 _ 81' Truss System By Others 1 I ()' 7 1 -2 1 4 It of Gravel lens - 3ozs ' meet Rock Type X 1 IIr Fire Rating T 5/8" sheet Rack I l {r Eire Seperation o r a F� -.1 "77 7711-711 7777 77 77 � � � _ avers -5/8 Sheet °1 Rock Type X a j { E Hr Fire Rating �-I ray 1 Han 8 „ 8 r Y 4„ of Gravel' ` i - 1 .... .. ,. ... ... ...... '. "� T .r x '.. s i 7 .. _...� .. > _... .... ..� _. ` 1 - t— ..._.. .. a i { 4. . . __. j __ _: ! I__ i .. m- '.. :. _.,„�. ..t..t._... —...q �.... . T. , r I � ii Y { f� t { ?! k — _ 2 Section Det L, ._ 7 -- -- , A O, scale 1 ! a .: . a .. , t, T F s T 5/8" sheet Rack I l {r Eire Seperation o r a A A A8 'A - 7 " 44 PEMR AW�,W*S 1, Y' 3 1, FR( A i FI',,Jb � �F 0KNIMi JYP, 6 30 OF 4 1 v cc 0 r6 0 '_HiN WALL 3" OF BJTUMINU PLANT MIX PAVIAMEN'l (CLASS 111) --No 4" OF TYPE I CRUSHE AC;GREGA TE LEVELING COURSE y_0 "Ono PIPE SUDIPORT -We 6" OF TYPE If CRUSHED AGGREGATE SL'BBNSL OR S-I NIATERIA1. UNDISTURBED FAR If OR COMPACTED'i BACKFILL Ring and Lid rF ! 7 3' -3" RFSIDENTI.Al. l>AVEN,11- \TSFCTI0NN A8 JYPE I A 4" N, RFSIDENTI.Al. l>AVEN,11- \TSFCTI0NN A8 JYPE I FOR (_,'0N`PFT 'P� L 0 PMjRFD tll CONCRER, EASE UNDISTURBED 3 A8 THIS S A MODIFIED ITD TYPE I C.B. PER ITD STD. DWG. E-6-A. AP- APPROXIMATE WEIGHTS PROVED- - J013 N� 'VIII t,ID 540 LBS BUILDING INSPECTOR 2005-108 11A December 4'N'll I, SECTION 1,470 LBS December 27,2005 DR Mk CHEY (INCLUDES 3 1/2" BASF) E" _ N's REINFORCING NOTES: r CKW B R.., S,,... 3 LID DESIGN CR. Dr RIA: 1, REINF . TO BE CENTERED IN CONCRET Scale as Per awi CONCRETE STRENGTH (28-DAY) 5,000 PSI UNLESS OTHERWISE NOTED. 2 , ALL LAPS TO BE A MINIMUM OF 48 BAR STEEL YIELD STRENGTH 60,000 PSI DIAMETERS. SOIL DENSITY 120 PCF 3. CLEAR SPACING BETWEEN ANY PARALLEL EQUIV. SOIL FLUID PRESSURE 45 PCF RE fNf . TO BE A MINIMUM OF 1 112" DEPTH OF FILI. 0 FT AASHTO LOADING FiS20 4. MANHOU SECTIONS ARE DESIGNED :. 0 TO MEETA'STM C478 AA V �A -3" 4" FOR (_,'0N`PFT 'P� L 0 PMjRFD tll CONCRER, EASE UNDISTURBED 3 A8 THIS S A MODIFIED ITD TYPE I C.B. PER ITD STD. DWG. E-6-A. AP- APPROXIMATE WEIGHTS PROVED- - J013 N� 'VIII t,ID 540 LBS BUILDING INSPECTOR 2005-108 11A December 4'N'll I, SECTION 1,470 LBS December 27,2005 DR Mk CHEY (INCLUDES 3 1/2" BASF) E" _ N's REINFORCING NOTES: r CKW B R.., S,,... 3 LID DESIGN CR. Dr RIA: 1, REINF . TO BE CENTERED IN CONCRET Scale as Per awi CONCRETE STRENGTH (28-DAY) 5,000 PSI UNLESS OTHERWISE NOTED. 2 , ALL LAPS TO BE A MINIMUM OF 48 BAR STEEL YIELD STRENGTH 60,000 PSI DIAMETERS. SOIL DENSITY 120 PCF 3. CLEAR SPACING BETWEEN ANY PARALLEL EQUIV. SOIL FLUID PRESSURE 45 PCF RE fNf . TO BE A MINIMUM OF 1 112" DEPTH OF FILI. 0 FT AASHTO LOADING FiS20 4. MANHOU SECTIONS ARE DESIGNED :. 0 TO MEETA'STM C478 AA V �A -3" ._�, 1