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O O F- t- m E cr 'p- 00 Qa a m 0 N o Q E E co EJ C -j F= JI— J J El 11 El El ❑ ❑ m i C a7 a C\j _ p� *k *k C p > a)m a) O m > N > a) O vi 00 MLS y'r jn>. > of m »�Q�mE _ �cc5 YU N +- a Rs o a j U o U 0 a a? c d a) o a 0 0 a) N (D cc i .c � m C c E E U¢ U� cL¢ mcc Q¢ c/)cn tEl' aoueuelu!ew V 6u!Jsal O �tl MO/y� W � 4) c E L CO c o C c 0 O L ,6U� L C O C 0 .F5 m Q CL m m ii O z c E Q Q) C •E co , CL «- m 0 0 o U � - ,w O 0 L c Q d ao!}aN d C, rn c �y a U ([f Q U) C m � LL `m O c ?y O C m r O a n to o p O ac ca m O O C: U N ' U) m m ° Ei y v a ~S 3 Tu (j N Iz CL CD �'b cc CL b a ai Q)m— E m n o a Z-02 , Q N =3 Ei 3 O c m 5 C c a O RS cl a N O o'ocn O c v Cu 0� O cn m •O m r � L N , N lz r L 7 L L 4 RF CD c o-2 E Cl U (1 o .o as m z Q cn Q l4+ Address: Jr City, State, Zip: ZONING COMMENTS: 0"ki Zoning. Reviewer. ?) FIRE DEPARTMENT:: 0 approved w/ comments 0 disapproved ■ no review reqtfq� Pertnit # MIEMKVJL� #is Bldg Valuation: $ `� w. w t� M �f; F. 17 Plan View APPROVIA) 2" x 1 " steel channel frame with radius top, Bolt from inside to steel supports, Overlay with .090 aluminum faces, One sm 4 1 12 dia, steel pipe sleeve TYP, Both Supports tt UL 2161 COMPLIANT PER NEC AND Account Rep.: RF Client: Ity o W eat e MANUFACTURIN6 RECOMMENDATIONS. I Revisions: Date: 4/25/13 Creekside Park ALL (LECTRIM PRIMAR Y CIRCIATS Drawn bY: RH 4900 Marshall St. Voltage: Scale: J Client Wheat dge, CO Approva (cUhis design — - ----------- --- - - - ----------- - -------- - -------- is the exclusive property of Gordon Sign and cannot be reproduced either in whole or in part without their consent. Gordon Sign will endeavor to closely rnatch co�ors, in0uding PMS colors where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used, q, . ~i E I , CITY OF WHEAT RIDGE , I CITY OF WHEAT RIDGE Building Inspection Division Building Inspection Division (303) 234-5933 Inspection line (303) 234-5933 Inspection line J (303) 235-2855 Office ` (303) 235-2857 Fax (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE INSPECTION NOTICE Inspection Type: fI.. tivc t /fir n o Inspection Type: Job Address/Permit Number: Job Address/Permit Number: g ~ ❑ No one available for inspection: Time AM/PM Re-Inspection required: es No When corrections have been made, call for re-inspection at 303-234-5933 Dater c/ Inspector. DO NOT REMOVE THIS NOTICE L ❑ No one available for inspection: Time AM/PM Re-Inspection required: a No When corrections have been made, call for re-inspection at 303-234-5933 Date: / 5 l Inspector: . r DO NOT REMOVE THIS NOTICE , CITY OF WHEAT RIDGE Building Inspection Division /00or (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:~L~cnZl~3e-- Z- Job Address/Permit Number: / 25,9 i, i, is p r, } F G' i ❑ No one available for inspe tion: ime AM/PM Re-Inspection required: 'Yes o "When corrections have been ma e, c II for re-inspection at 303-234-5933- - Date../_ Inspector: M I I AA A/AT OCILIAVOI Gh IATI/~G City of Wheat Ridge Commerical NEW PERMIT - 081162 PERMIT NO: 081162 ISSUED: 10/06/2008 JOB ADDRESS: 4900 MARSHALL ST EXPIRES: 04/04/2009 DESCRIPTION: Pre-fab restroom in creekside park. CONTACTS owner 303/235-2811 City of Wheat Ridge go .970/622-8227 Matthew T. Walsh 08-0027 Walsh Construction Inc. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0718 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES No Fees .00 TOTAL .00 Comments: Conditions: Note: Owner/Contractor is responsible for locating proeprty lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. I hereby certify that the setback distances proposed by this permit application are accurate, and do act violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full sp nsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat_Ridge Ordinance for work under this permit: Plans subject to field inspection. Signature 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. `2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any viola d of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is sAj o t field inspections. Signature of date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY oFW"E^Tq City of Wheat Ridge Building Division Date: d~ •(SS.d °m 7500 W. 29th Ave., Wheat Ridge, CO 800331 Office: 303-235-2855 * Fax: 303-235-2857 Plan o Inspection Line: 303-234-5933 OCORA~ Permit Building Permit Application Property Address: y 9co AmLs-hr~1l ~T. , W ILP-Fm^~ ` 4c;,e St--o33 Property Owner (please Mailing Address: (If different than properly address) Address: City, State, Zip: L~ l}i ;dam C-0 Rp033 Contractor. UlA~S(~t CptJSTiZU~CTiOr~~N~ Contractor License 8 ~5C U a Phone: 9 -7tp - as - g a2 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Description olf~ work: a~~2 ~cjr(kp0 M 10 (as calculated per me Building valuation Data sh~eet) ltcctilc. Ir Yft-. . ~uat t(Sh l- -ll~'f't\t~ Plan Review (due at time ofsubmitiaQ: E et r"` Fee. Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do riot violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plains subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR or PERSONAL REPRESENTATIVE of(OWN R) (CONJ7tNTOR) PRINTNAME: ~i(y9 (r~~n/ nom/ fff SIGNATURE: -C--.. CS"ate; ' f DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: R z Reviewer. J1{ -0VL 16P-Jos PP( Cqe k0• WA-01- 10 PUBUC WORKS COMMENTS: Reviewer. BUILDING DEPARTMETapved 5P Alr- V md) ~1~ ~/V OCCUPANCY: JReviewer. FIRE DEPARTMENT:: It comments ❑ disapproved ❑ no review required Bldg Valuation: S vnm~ uwiso.mwiswxo..r.~mm:~:. m.aom PAT : Di IS m%GIMxo~ --m . Blazer Industries, Inc. Engineering Design Calculations for Creekside Park Job # 16907 07/17/08 Width = 10 ft 1 module Length = 18 ft Type: Restroom Location: Wheat Ridge, Colorado Dealer: TPRC DESIGN LOADING - 2003 IBC Roof 30 psf Floor 50 psf or 2000 # Wind Basic Wind Speed Importance Factor Exposure Seismic Seismic Use Group Site Class SDS SD1 Seismic Force- Resisting System Analysis Procedure 100 mph (3 sec gusts) 1 C I D 0.267 0.160 Ordinary reinforced masonry shear walls 33148 , j Equivalent Lateral INDEX OF CALCULATIONS ,-SIONPL Item Page GENERAL LOADS LOAD/1 - LOAD/? ROOF FRAMING ROOF/1 - ROOF/3 CMU WALLS WALL/1 SLAB SLAB/1 LATERAL LAT/1 - LAT/2 "a LOAV J Creekside Park Deadloads Date: 7/16/2008 Roof Comments Weathering layer Steel standing seam - 24 ga. 1.30 psf Underlayment 30# felt 0.30 psf Structural sheathing 7/16" sheathing 1.44 psf Nailers none 0.00 psf Framing 2x6 decking 4.16 psf Insulation None 0.00 psf Structural sheathing none 0.00 psf Misc. minor overhead components 0.50 psf Ceiling None 0.00 psf Use Total 7.7 psf 8 psf Roof Beam and ledger 3 1/8 x 9 glulam 8.00 plf incl. braces Rim 6x4x1/8 tube steel 9.00 plf Vent Blocks 0.00 0.00 plf Parapettspecial fascia 0.00 pif Total Rim 9.0 If Wall - Exterior Weathering layer Hardipanel - 5/16" 2.30 psf Structural sheathing 15/32 sheathing 1.54 psf Fire layer Misc. components 0.50 psf Studs 2 1/2 16 ga studs @ 16" oc 1.00 psf Insulation R-11 cellulose blow-in 0.33 psf Inner sheathing 15/32' sheathing 1.54 psf Lining Hardipanel - 5/16" 2.30 psf Misc. Misc. components 0.50 psf Use Total 10.0 psf 10 psf Wall - Interior Lining 5/8" sheathing 2.06 psf Studs 2 1/2" 16 ga studs @ 16"oo 1.00 psf Insulation None 0.00 psf Lining 5/8" sheathing 2.06 psf Use Total 5.1 psf 6 psf Wall - Masonry portion Main 4" CMU - fully grouted 38 psf Insulation None 0.00 psf Inner sheathing none 0.00 psf Lining None 0.00 psf Total 38.0 psf 38 psf Floor Surfacing None 0.00 psf Concrete 8" thick - normal weight 100 psf Use Total 100.0 psf 80 psf Blazer Industries, Inc. dead loads --w[s-dkg.XLS LOAD/2 Creekside Park Wind Load Information Basic wind speed Max height of roof Directionality - general for buildings Importance Category II Exposure C Topographic - no hill effect assumed q. = 0.00256 K: Kn Kd V2 I Wind Loads - IBC V= zmax = Kd = a I= Kn = Building Dimensional Information Width = 18 ft Length 11 to ridge = 10 ft Skirt/pony wall = 0 ft Floor depth = 0.67 ft Wall ht = 7.33 ft Rim/roof depth = 0.67 It ~ Elev. _ Roof Pitch = 3 in 12 a 0 = Overhang = 8 in Eave ht = 8.50 ft Ridge ht = 10.92 ft 7/16/2008 100 mph 10.92 ft 0.85 Other Assumptions: 1.00 Building is Enclosed 0.85 Building is Rigid (T< 1.0s) 1.0 qN- = 18.5 sf h/Lw = 0.54 Edge strip: lesser of (0.lx W) or (0.4 x eave ht.), but at h/L = 0.97 least greater of 3 ft. or (0.04 x W). Edge Strip a = 3.0 ft End Zone 2a = 6.0 ft 8.67 ft 14.0 dc~ h= Kh = Pressure Coefficients Internal for Enclosed Building: GCPi = 0.18 or -0.18 qh Gcpi = 3.3 psf External for Enclosed or Partially Enclosed Buildings: CP varies; see table below Pressure For Total Shear to MW FRS: p = gGCP - gi(GCP) where G = 0.85 for building structures from Figure 6-5, ASCE 7-02 Surface L/B Cp (Fig 6-6) p(horiz) [psf] +q(GCP,) -q(GCP,) Totals p(horiz) sf Windward Wall and Gable 0.8 15.9 9.2 Leeward Wall, p to ridge 0.56 -0.5 -4.5 -11.2 Walls 11 to ridge 20.4 Leeward Wall,1 to ridge 1.80 -0.34 -2.0 -8.7 Walls L to ridge 17.9 Side Wall -0.7 -7.7 -14.3 Windward Roof -0.77 -8.8 -15.4 -0.18 0.5 -6.2 Leeward Roof -0.51 -4.7 -11.3 Sloped Roof 5.2 Pressure For Uplift on MWFRS: Wind L to ridge Distance from windward edge 77 Distance from windward edge % of h 0 to 50 50 to 100 100 to 200 > 200% distance, ft Cp 0 to 5 -1.28 I 5 to 10 -0.71 10 to 19 -0.69 >19 -0.68 vert, sf -23.5 -14.5 -14.2 -14.0 - h is eave ht for 'flat' roofs; otherwise mean ht. 9.71 ft (Mean roof hei ht 0.85 or = 18.5 psf from windward edge Blazer Industries, Inc. Calcs-IBC2003.xis LOAD/3 Creekside Park Seismic Loads - IBC Seismic Loads - IBC le = 1.0 for Use Group I Assume site class "D" For Denver area, Colorado Ss = 0.25 Fa = 1.6 Sms = Ss' Fa = 0.400 S1 = 0.1 Fv= 2.4 Sm1 =S1 `Fv= 0.240 Sds = 2/3 ' Sms = 0.267 , therefore Design Category B Sd1 = 2/3 ` Sm1 = 0160 , therefore Design Category C R = 2.5 (ordinary reinforced masonry shear walls - 1617.6.1.1) Cs = Sds I / R = 0.107 [Eq. 9.5.5.2.1-1 ASCE 7] V = CS W = 0.107 W [Eq. 9.5.5.2-1 ASCE 7] For alternate load combinations, E/1.4 = 0.076 W For diaphragms, Fp = 0.2 le Sds W p + Vpx [Vpx = 0 for regular structure] Eq. 16-60 Fp = 0.053 Wp/1.4 = 0.038 Wp Date: 7/1612008 Fa interpolated from Table 1615.1.2(1) Fv interpolated from Table 1615.1.2(2) from Table 1616.3(1) from Table 1616.3(2) Bearing walls and shear walls - out of plane force Section 1620.2.7 Fp = 0.40 le Sds Ww Fp = 0.107 Ww Use greater of Fp or 400 Sds le (plf) 400Sdsle = 107 plf Anchorage of concrete or masonry walls Fp = 0.8 Sds le Ww Eq 16-62 Fp = 0.213 Ww design force in the individual anchors Not less than 280 plf (strength level) Section 1604.8.2 Blazer Industries, Inc. Calcs-IBC2003.xls LOAD/ G Creekside Park Building weight Mod 01 module width = 18 ft roof DL = 8 psf length parallel to ridge = 10 ft beam DL = 8 plf CMU ht = 7.33 ft Cap beam DL = 9 plf eave OH 1 = 8 in gable wall DL = 10 psf eave OH 2 = 8 in wall above CIVIL) DL = 6 psf gable OH 1 = 8 in interior wall DL(nonCMU) = 6 psf gable OH 2 = 8 in exterior wall DL = 38 psf roof pitch = 4/12 floor DL = 100 psf gable height = 3 ft floor tile DL = 6 psf LF of exterior wall = 56 ft wall tile DL = 4 psf LF of interior walls (CMU) wainscot DL = 110 pcf across width = 0 ft wainscot ht = 32 inches other direction = 20 ft wainscot thickness = 2.5 inches LF of int walls (nonCMU)= 0 ft floor tile area = 0 sf wall tile area = 0 sf Building weight Upper half Roof = (length+Goh1+Goh2)(width+Eoh1+Eoh2) = 219 sf 1753 lb 1753 beams = 10 ft 80 80 exterior walls = 56 ft * ht = 410 sf 15598 7799.1 interior walls (CMU) = 20 ft * ht = 146.6 sf 5570.8 2785.4 interior walls (nonCMU) = 0 ft * ht = 0 sf 0 0 cap beams = 76 ft 684 684 gable walls = 54 sf 540 540 int. walls above CMU = 0 ft * ht = 0 sf 0 0 floor = length*width = 194 sf 19425 total 13641 floor tile = 0 wall tile = 0 plumbing = 6 fixtures 150 lb per fixture = 900 toilet partitions (CMU) = 0 at 950 lb each = 0 urinal partitions (CMU) = 0 at 380 lb each = 0 area of CMU to subtract for openings = 0 sf 0 door weights to add to ope nings = 0 concrete parts shipped = 650 wainscot = 3422 misc weight = 0 m isc weight = 0 total module weiqht = 48623 lb 7/16/2008 / f Restroom 30 PSF Roof LL Roof Decking Plank size = 2 x 6 Plank span = 6.63 ft rafter spacing= 6 inches o.c. Roof load= 30 psf dead load= 7.5 psf Cd = 1.15 rafter length= 6.32 ft rafter load= 19 lb/ft Check SPF Selected Fb= 1350 Sr=1 .5wL42 / Tb Cd 1.1) _ Ir=450wL^3 / E _ E_ -1,400,000 0.67 2.06 O.K. 1.54 1.55 O.K. Use min. 2 x 6 SPF Selected Blazer Industries, Inc. ( -2- Creekside Park Beam - midspan Date: 07/16/08 Calculation for simple-span glulam beam, top laterally supported Dimensions Species, Grade Beam width 3.125 in Western species, 24F-V4 Beam depth 6 in Beam span 10 ft Tributary width 3.25 ft Trib. overhang 0 ft Unbraced length 120 in Unit Loads Beam Loads DL 8 psf Beam self-wt 5.25 plf Overhang DL 0 psf Total DL 31.3 plf DL for uplift 7 psf Total LL 97.5 plf LL 30 psf Total load 128.8 plf Other DL 0 plf DL - Wind -62.4 plf Other LL 0 plf Beam unit wt 0.280 psi/ft Wind uplift 27.8 psf Section Properties Material Properties Mod. factors A = 18.75 inA2 E = 1800 ksi Cd = 1.15 1= 56.25 inA4 FbBTM = 2400 psi Cd(W) = 1.33 S = 18.75 inA3 FbTOP = 1850 psi KL = 1.00 Fv = 240 psi Cv = 1.00 Allowable Stresses: F'b = 2760 psi F'v = 276 psi For unbraced: lu/d = 20 le= 126.0 (wind uplift) RB= 8.8 FbE= 14486 KbE= 0.623 FbE/Fb' = 5.887 1+(FbE/Fb')/1.9 = 3.625 CL= 0.990 Fb(Lu)' = 2436 psi Beam Capacity M, = Fb x S = 51.8 k-in, = 4313 lb-ft Vn=FvxA/1.5 3450 lb Analysis Bending Moment = 19.3 k-in fib = 1030 < 2760 OK Bending upward = -9.4 k-in fb = 499 < 2436 OK Shear = 6441b fv = 52 < 276 OK Deflection: ADL inst. = 0.07 in ADL long term. = 0.10 In (150%) Specified Precamber = 1.13 in minimu m ALL = 0.22 in., = L/ 554 Atotal = -0.80 in., = L/ -149 OK Required Bearing Area: Fcperp = 650 psi bearing length 0.32 in Reactions = 644 # for simple span 805 # for continuous spans using these calcs -312#D+W Blazer Industries, Inc. Beam - glulam - 1.XLS r'W/3 Creekside Park Beam - Ridge Date: 07/16/08 Calculation for simple-span glulam beam, top laterally supported Dimensions Species. Grade Beam width 3.125 in Western species, 24F-V4 Beam depth 6 in Beam span loft Tributary width 2.25 ft Trib. overhang 0 ft Unbraced length 120 in Unit Loads Beam Loads DL 8 psf Beam self-wt 5.25 plf Overhang DL 0 psf Total DL 23.3 plf DL for uplift 7 psf Total LL 67.5 plf LL 30 psf Total load 90.8 plf Other DL 0 plf DL - Wind -41.6 plf Other LL 0 plf Beam unit wt 0.280 psi/ft Wind uplift 27.8 psf Section Properties Material Properties Mod. factors A = 18.75 inA2 E = 1800 ksi Cd = 1.15 I= 56.25 inA4 FbBTm = 2400 psi Cd(W) = 1.33 S = 18.75 in A3 FbTOP = 1850 psi KL = 1.00 Fv = 240 psi Cv = 1.00 Allowable Stresses: Fib = 2760 psi F'v = 276 psi For unbraced: u/d = 20 le= 126.0 (wind uplift) RB= 8.8 FbE= 14486 KbE= 0.623 FbE/Fb` = 5.887 1+(FbE/Fb*)/1.9 = 3.625 CL= 0.990 Fb(Lu)' = 2436 psi Beam Caoacit M„ = F'b x S = 51.8 k-in, = 4313 lb-ft V„ = F'v x A/1.5 3450 lb Analysis Bending Moment = 13.6 k-in fb = 726 < 2760 OK Bending upward = -6.2 k-in fb = 332 < 2436 OK Shear = 454 lb fv = 36 < 276 OK Deflection: ADL inst. = 0.05 in ADL long term. = 0.08 in (150%) Specified Precamber = 1.13 in minimum ALL = 015 in., = L/ 800 Atotal = -0.90 in., = L/ -134 OK Required Bearing Area : Fcperp = 650 psi bearing length 0.22 in Reactions = 454 # for simple span 567 # for continuous s pans using these calcs -208#D+W Blazer Industries, Inc. Beam - glulam - 1.XLS wrr ~/i Creekside Park 4" x 8" Masonry Block Walls min. reinforcement sect. 1.13.6.3, ACI 530 0.0007 min. either direction total h & v = 0.002 #4 bar = 0.196 sq in #3 bar = 0.110 sq in (2) 8 ga wire = 0.0412 sq in (2) 9 ga wire = 0.0345 sq in width length Area min. steel x O.0007 principal x0.0013 Horizontal 3.625 12 43.5 0.030 Vertical 3.625 3.625 12 12 43.5 43.5 0.030 0.057 Total x 0.002 3.625 12 43.5 0.087 AP = 0.083 + 0.052 = 0.135 sq in > 0.087 sq in, OK < 0.052, (2) 9 ga @ 8"oc 0.162" dia 0.148" dia < 0.083 sq in, #3 @ 16"oc OK (total) < 0.083 sq in, #3 @ 16"oc OK (total) Provide min. #3 rebar verticals @ 16"oc and two 9 ga wire horizontals @ 8"oc. Allowable Shear Stress sect. 2.3.5 ACI 530 For M/vd < 1, Fv=(113) (4 - M/vd) sgrt(F'm), (80-45 M/vd) maximum (equation 2-21) For M/vd 1, Fv = sgrt(F'm), 35 psi maximum (equation 2-22) V = 2409 /2 = 1204.5 # for masonry taking all shear M = 88 * V = 105996 in-lb d=1.8" M/vd = 49 > 1.0, therefore Fv = 1.0 sgrt(F'm) = 39, use 35 psi 35 psi ( 3.625") = 127 pli = 1523 plf No special detailing required for using as shear walls. Check Flexural reinforcement required forwindor seismic load (lateral) 4 x 8 Masonry Block Walls (7.33' tall wall) height= 7.33 ft w=wind = 20.4 psf fully grouted n = 25.78 w = seismic = 4.1 psf d (centered) = 1.81 in use max = 20.4 psf #3 vert @ 16"oc, As = 0.083 sq in p = As /bd = 0.00382 an = 0.099 k = sgrt(2pn+(pn)^2)-pn = 0.356 j=1-k/3= 0.881 M = whA2/8 = 137 ft-lb fs = M/Asjd = 12418 psi < 1.33Fs = 32,000 psi, OK fb = 2M/jkbdA2 = 266 psi < Fb = 1/3(1500)*1/2*4/3 = 333 psi, OK no special inspections, 1/2 stresses V = wh/2 = 75 lb fv=V/bjd= 3.91 psi<Fv=1.0 sgrt fm=39 psi, OK Provide min. #3 rebar verticals @ 16"oc and two 9 ga wire horizontals Blazer Industries, Inc. SLAB/1 Restroom Slab - Minimum Requirements This sheet provides steel requirements for general conditions. The precast fabricator may install additional reinforcement or detailing for lifting and transport. fc = 2500 psi Where higherfc increases requirements, use 2500 psi fy = 60000 psi Wo = 150 pcf (ACI references) Shrinka ge and Temnerature Reinforcement (7.12) Slab thk. "h" (in) = 3.5 4 6 8 10 0.0018 Ag (inA2/ft) = 0.076 0.086 0.130 0.173 0.216 Reinf. 4x4 - 4x4 - #3 @ 10 #4 @ 16 #3 @ 12 W4.0 W4.0 T&B T&B As (inA2/ft) = 0.120 0.120 0.132 0.294 0.220 Reinforcement Spacing (if two-way slab action is anticipated) In (in) = 3 4 6 8 10 Max. Spacing (s) = 6 8 12 16 18 Flexural Reinforcement for slab portions not bearing on soil D = self-weight of slab L = 50 psf Simple-span sections In (in) = D (psf) _ 1.4D+1.7L(psf)= Span (ft) = Reinf. As(bot.) (inA2/ft) _ As(top) if appl. = d (in) = Check As(min) = p.. = 0.75pb = Check As(max) _ a (in) = OMn (k-in/ft) _ Mu (k-in/ft) = 3 4 6 8 10 37.5 50.0 75.0 100.0 125.0 137.5 155.0 190.0 225.0 260.0 5.5 6.5 8 10 10 #3@8 #3@8 #3@10 #4@16 #4@12 T&B T&B 0.165 0.165 0.132 0.147 0.200 0.147 0.200 1.25 1.75 2.75 6 8 0.000 0.000 0.083 0.000 0.000 0.0134 0.0134 0.0134 0.0134 0.0134 0.200 0.281 0.441 1.109 1.483 0.388 0.388 0.311 0.346 0.471 9.4 13.9 18.5 46.3 83.9 6.2 9.8 18.2 33.8 39.0 (13.3) (10.5) (Eq (10-3) n/a if As is 1/3> than req'd) (10.3.3) For 8" slabs, provide #4 bars @16" oc E.W. T&B fc = 2500 psi min. fy = 60 ksi Blazer Industries, Inc. FND slab minimum req.xls LAT/1 Creekside Park Lateral Date: 7/1612008 Building Dimensional Information Width = 18.00 ft Length 11 to ridge = 10.00 ft Skirt/pony wall = 0.00 ft Floor depth = 0.67 ft Wall ht= 7.33 ft Rim/roof depth = 0.60 ft ~ Elev. _ Roof Pitch = 3 in 12 a Overhang = 8 in Eave ht = 8.43 ft Ridge ht = 10.85 ft Cap beam to support top of wall A out-of-plane h/Lw = 0.60 Discontinuity: lesser of (0.1x W) or 10 ft. h/LL = 1.09 Discontinuity = 1.0 ft 8.6 ft 8 = 14.04 deg Load (seismic) = .085(38 psf) (7.33/2) = 74.23 plf 1 = 11.4 inA4 Load (wind) = (P psf) (7.33/2) = 60.84 plf S = 3.81 inA3 max = 85.00 plf P(wind) = 16.6 psf I = wall length between supports = 8.00 ft Sr = 1.5 W I A 2/(46000*.6) = 0.30 inA3 < 3.81 , OK delta max = 1/240 = 0.40 in delta = 5 w IA4 1728/(384*29E6*1) = 0.02 in delta 1/240, OK 6x4x1/8 TS steel cap beam adequate to support top of CMU walls. Blazer Industries, Inc. IBC2003w-s load TPRCAs LAT/2 Creekside Park Lateral design Wind P 11 to ridge = 20.4 psf Parallel To ridge = P[(length)(wall ht).5 +length(gable).5)] = 1055 # Seismic controls P L to ridge = 17.9 psf Perp. to ridge = P[(width)(wall ht).5 + (width+2oh)gable]= 2409 # Wind controls Seismic weight from LOAD/4 W = 13641 lb V=0.107W = 1460 lb 1/4 snow = 0 total = 13641 lb V=0.038W = 518 lb (diaphragms) Roof diaphragm Case I V = 1205 # unit shear = V/width = 67 plf, < 135 6/12/6 unblocked Case III V = 528 # unit shear = V/length = 53 If, < 103 6/12/6 unblocked Sheathe roof with 7/16" APA Rated sheathing (24/16). Fasten to 2x6 T&G decking with 16 qa x 1 1/2" screws t . 6"oc edoe. 12"oc field. 6"oc Derimeter. Gable walls V = 1205 # wall available = 5 ft unit shear = V/wall avail = 241 pif > 255, 16 ga staples @ 4"oc one side 1/2 = 120 pif < 255, 16 ga staples @ 4"oc both sides connection to wall cap (steel tube) #12 screw, shear= 280 # #12 screw spacing = screw/ nit shear = 1.16 ft Fasten min. 318" APA Rated sheathing, both sides of wall, with min. 16 ga staples at 4"oc edge,12"oc f Fasten well bott Om plate to wall cap (steel tube) with #12 screws at 12"oc. Wall ca to CMU wall 1/2" diameter rebar: T = 1410# V= 850 # 40d = wall length V/length no./wall spacing A 14.67 82 1.4 10.35 ft oc B 6.00 201 1.4 4.23 ft oc 1 10.00 53 0.6 16.11 ft oc 2 10.00 53 0.6 16.11 ft oc Fasten 4x6X0.120 steel tube wall cap to CMU wall with 1/2" diameter rebar anchors per wall as shown in chart. Provide 3 1/2" x 3 1/2" x 3/16" thick steel plate welded to 1/2" x 20" long rebar with 3/16" fillet weld. Min. (2) anchors per grid lines A, B, 1 & 2. Fasten ca tube to each plate with min. 1 1/2" fillet weld each. Decking uplift connections uplift = #12 screw, w/d, 18 a = Fasten decking to wall t 23.5 psf * 2.67 ft = 62.7 Of *6" oc= 31 lb per rafter screw. Blazer Industries, Inc. IBC2003 w-s load TPRC.xis STATE OF COLORADO FACTORY BUILT NON RESIDENTIAL APPLICATION Fee due with application-Not subject to return April 2008 Name of Manufacturer: Plant street address: Plant I.U. Number: Blazer Industries, Inc. 945 Olney St, Aumsville, OR 97325 4068 Plant Mailing Address: Plant Telephone: PO Box 489 503-749-1900 Aumsville, OR 97325-0489 Fax No: 503-749-3969 Contact Person: Telephone No: John Roth 503-749-1900 Third Party Inspection Agency: Telephone No: PFS Corporation - Western Region 310-559-7287 Mailing Address: Fax No: 3637 Motor Ave, Ste. 380 Los Angeles, CA 90034 310-559-1368 Yes 2003 I-Code Compliant Live Roof Load 30 PSF Floor Design Load 50 PSF Wind Design Speed 100/C MPH Fire Rating: Exterior Walls No Floor No - Coiling No Fee Schedule Total footage Amount Model Name/No. Annual Registration Fee(must be accompanied Creekside Park Restroom by new/updated QC Manual) SL1119-PR08 16907-01 (Minimum 2 copies-maximum 3 copies) , / t $500.00/per location Fee Calculator for Plan Approvals=Unit Square footage x factor indicated below: 0" Housing Plan Approval Fee- $0.25/sq.ft. ^ ~A ~ ~ S% „ 7J (Minimum 2 sets-maximum 3 sets) 180 sq. ft. ~ f % ~ Additional Plan set- $0.10/sq.ft. 1104 5500-3 (Fed EX) FedEx or UPS No. (If overnight shipping of approved plans requested) Minimum Fee for Plan Approvals- $160.00 $160.00 Plan Revision- $0.10/sq.tL Plan Approval Number Minimum Fee for Plan Revisions- $50.00 each / ``7 ~N / > TOTAL AMOUNT SUBMITTED: 60.00 EXPIRES: MANUFACTURER CERTIFIES that only approved equipment and materials will be used and the installations shall be made in accordance whh approved plans and applicable codes and provisions of the Colorado Division of Housing. Manufacturer agrees to in-plant inspection of units manufactured under the above plan approval. Application shall be made for and insignia affixed to each factory built non residential that is subject to Colorado statutes and which is manufactured or is to be sold or offered for sale in the State of Colorado. DIV. OF HOUSING, 1313 SHERMAN STREET, RM 321, DENVER, CO. 80203 (303) 8664616 Fax 866-3072 Blazer Industries, Inc. Engineering Design Calculations for Creekside Park Job # 16907 07/17/08 Width = 10 ft 1 module Length = 18 ft Type: Restroom Location: Wheat Ridge, Colorado Dealer: TPRC DESIGN LOADING - 2003 IBC Roof 30 psf Floor 50 psf or 2000 # Wind Basic Wind Speed Importance Factor Exposure Seismic Seismic Use Group Site Class SDS SD1 Seismic Force- Resisting System Analysis Procedure 100 mph (3 sec gusts) 1 C I D 0.267 0.160 Ordinary reinforced masonry shear walls Equivalent Lateral 00 HEG 33148 ~ 14, o--I%NPL INDEX OF CALCULATIONS Item GENERALLOADS ROOF FRAMING CMU WALLS SLAB LATERAL LOAD/1 - LOAD/4 ROOF/1 - ROOF13 WALL/1 SLAB/1 LAT/1 - LAT/2 -t "a LOAg~I Oreekside Park Deadloads Date: 7/16/2008 Roof Weathering layer Underlayment Structural sheathing Nailers Framing Insulation Structural sheathing Misc. Ceiling Steel standing seam - 24 ga. 30# felt 7/16" sheathing none 2x6 decking None none minor overhead components None Comments 1.30 psf 0.30 psf 1.44 psf 0.00 psf 4.16 psf 0.00 psf 0.00 psf 0.50 psf 0.00 psf Use Total 7.7 psf 8 psf Roof Beam and ledger Rim Vent Blocks Parapet/special fascia Wall - Exterior Weathering layer Structural sheathing Fire layer Studs Insulation Inner sheathing Lining Misc. Wall - Interior Lining Studs Insulation Lining Wall - Masonry portion Main Insulation Inner sheathing Lining Floor Surfacing Concrete 3 1/8 x 9 glulam 8.00 pif ncI. braces 6x4x1/8 tube steel 9.00 plf 0.00 0.00 pif 0.00 plf Total Rim 9.0 If Hardipanel - 5/16" 2.30 psf 15132" sheathing 1.54 psf Misc. components 0.50 psf 2 1/2" 16 ga studs @ 16"oc 1.00 psf R-11 cellulose blow-in 0.33 psf 15132" sheathing 1.54 psf Hardipanel - 5/16" 2.30 psf Misc. components 0.50 psf Use Total 10.0 psf 10 psf 5/8" sheathing 2.06 psf 2 1/2" 16 ga studs @ 16"oc 1.00 psf None 0.00 psf 5/8" sheathing 2.06 psf Use Total 5.1 psf 6 psf 4" CMU - fully grouted 38 psf None 0.00 psf none 0.00 psf None 0.00 psf Total 38.0 psf 38 psf None 0.00 psf 8" thick - normal weight 100 psf Use Total 100.0 psf 80 psf Blazer Industries, Inc. dead loads -wts-dkg.xLS LOAD/2 Creekside Park Wind Loads - IBC Date: 7/16/2008 Wind Load Information Basic wind speed Max height of roof Directionality - general for buildings Importance Category II Exposure C Topographic- no hill effect assumed q: = 0.00256 Ki K. Kd V2 I Building Dimensional Information Width = 18 ft Length 11 to ridge = 10 ft Skirt/pony wall = 0 ft Floor depth 0.67 ft Wall ht= 7.33 ft Rim/roof depth = 0.67 ft > Elev. _ Roof Pitch = 3 in 12 a 0= Overhang = 8 in Eave ht = - 8.50 ft Ridge ht = 10.92 ft V= zmax = Kd = > 1= Ka = 100 mph 10.92 ft 0.85 Other Assumptions: 1.00 Building is Enclosed 0.85 Building is Rigid J, 1.0s) 1.0 q.. = 18.5 psf h/Lw = 0.54 Edge strip: lesser of (0.1x W) or (0.4 x eave ht.), but at h/Lx = 0.97 least greater of 3 ft. or (0.04 x W). Edge Strip a = 3.0 ft End Zone 2a = 6.0 ft 8.67 ft 14.0 deg - h is eave ht for'flar roofs; otherwise mean ht. h = 9.71 ft (Mean roof hei ht Kh = 0.85 qh = 18.5 sf Pressure Coefficients Internal for Enclosed Building: GCpi = 0.18 or -0.18 qh GCpi = 3.3 psf from Figure 6-5, ASCE 7-02 External for Enclosed or Partially Enclosed Buildings: Cp varies; see table below Pressure For Total Shear to MW FRS: p = gGCp - gr(GCpiwhere G = 0.85 for building structures Surface L/B Cp (Fig 6-6) p(horiz) (psf] +q(GCpi -q(GCw) Totals Windward Wall and Gable 0.8 15.9 9.2 Leeward Wall, 11 to ridge 0.56 -0.5 -4.5 -11.2 Walls 11 t ridge 20.4 Leeward Wall, i to ridge 1.80 -0.34 -2.0 -8.7 j Walls 1 t Side Wall -0.7 -7.7 -14.3 Windward Roof -0.77 -8.8 -15.4 -6.2 Leeward Roof -01 -4.7 -113 Slo ed R Pressure For Uplift on MWFRS: Wind .t. to ridge Windward Leeward Distance from windward edge Distance from windward edge % of h 0 to 50 50 to 100 100 to 200 > 200% 0 to 50 50 to 100 100 to 200 > 200% distance, ft 0 to 5 5 to 10 10 to 19 > 19 . 0 to 5 5 to 10 10 to 19 > 19 Co -0.77 0.77 0.77 -0.77 -0.51 0.51 0.51 -0.51 Distance from windward edge % of h 0 to 50 50 to 100 100 to 200 > 200% distance, ft Cp 0 to 5 -1.28 5 to 10 -0.71 I 10 to 19 -0.69 > 19 -0.68 lp(vert), sf -23.5 -14.5 -14.2 -14.0 Blazer Industries, Inc. Galcs-IBC20o3.xls LOAD/3 Creekside Park Seismic Loads - IBC Date: 7/16/2008 Seismic Loads - IBC le = 1.0 for Use Group I Assume site class "D" For Denver area, Colorado Ss = 0.25 Fa = S1 = 0.1 Fv = Sds = 2/3 ' Sms = Sd1 = 2/3' Sm1 = 1.6 Sms=Ss`Fa= 0.400 2.4 Sm1=S1'Fv= 0.240 0.267 , therefore Design Category B 0.160 , therefore Design Category C R= 2.5 (ordinary reinforced masonry shear walls - 1617.6.1.1) Cs = Sds I / R = 0.107 [Eq. 9.5.5.2.1-1 ASCE 7] V = Cs W = 0.107 W [Eq. 9.5.5.2-1 ASCE 7] For alternate load combinations, E/1.4 = 0.076 W For diaphragms, Fp = 0.2 le Sds W p + VpX [Vpx = 0 for regular structure] Eq. 16-60 Fp = 0.053 W p/1.4 = 0.038 W p Fa interpolated from Table 1615.1.2(1) Fv interpolated from Table 1615.1.2(2) from Table 1616.3(1) from Table 1616.3(2) Bearing walls and shear walls - out of plane force section 1620.2.7 Fp = 0.40 le Sds Ww Fp = 0.107 Ww Use greater of Fp or 400 Sds le (plf) 400Sdsle = 107 plf Anchorage of concrete or masonry walls Fp = 0.8 Sds le Ww Eq 16-62 Fp = 0.213 Ww design force in the individual anchors Not less than 280 plf (strength level) section 1604.8.2 Blazer Industries, Inc. Calcs -IBC2003.xis LOAD/ Creekside Park Building weight Mod 01 module width = 18 ft roof DL = 8 psf length parallel to ridge = 10 ft beam DL = 8 plf CIVIL! ht = 7.33 ft Cap beam DL = 9 plf eave OH 1 = 8 in gable wall DL = 10 psf eave OH 2 = 8 in wall above CMU DL = 6 psf gable OH 1 = 8 in interior wall DL(nonCMU) = 6 psf gable OH 2 = 8 in exterior wall DL = 38 psf roof pitch = 4 /12 floor DL = 100 psf gable height = 3 ft floor tile DL = 6 psf LF of exterior wall = 56 ft wall tile DL = 4 psf LF of interior walls (CMU) wainscot DL = 110 pcf across width = 0 ft wainscot ht = 32 inches other direction = 20 ft wainscot thickness = 2.5 inches LF of int walls (nonCMU)= 0 ft floor tile area = 0 sf wall tile area = 0 sf Building weight Uooer half Roof = (length+Gohl +Goh2)(width+Eohl + Eoh2) = 219 sf 1753 lb 1753 beams = 10 ft 80 80 exterior walls = 56 ft * ht = 410 sf 15598 7799.1 interior walls (CMU): 20 ft * ht = 146.6 sf 5570.8 2785.4 interior walls (nonCMU) = 0 ft * ht = 0 sf 0 0 cap beams = 76 ft 684 684 gable walls = 54 sf 540 540 int. walls above CIVIL! = 0 ft * ht = 0 sf 0 0 floor = length"width = 194 sf 19425 total 13641 floor tile = 0 wall tile = 0 plumbing = 6 fixtures 150 lb per fixture = 900 toilet partitions (CMU) = 0 at 950 lb each = 0 urinal partitions (CIVIL) = 0 at 380 lb each = 0 area of CMU to subtract for openings = 0 sf 0 door weights to add to openings = 0 concrete parts shipped = 650 wainscot = 3422 misc weight = 0 misc weight = 0 total module weight = 48623 lb 7/16/2008 P-a~-/f Restroom 30 PSF Roof LL Roof Decking Plank size = 2 x 6 Plank span = 6.63 ft rafter spacing= 6 inches o.c. Roof load= 30 psf dead load= 7.5 psf Cd = 1.15 rafter length= 6.32 ft rafter load= 19 lb/ft Check SPF Selected Fb= 1350 Sr-1.5wL^2 / (FbCd 1.1)= Ir-450wL^3/E= E= 1,400,000 0.67 2.06 O.K. 1.54 1.55 O.K. Use min. 2x6 SPF Selected Blazer Industries, Inc. F41vt%'7- Creekside Park Beam - midspan Date: 07/16/08 Calculation for simple-span glulam beam, top laterally supported Dimensions Species, Grade Beam width 3.125 in Western species, 24F-V4 Beam depth 6 in Beam span loft Tributary width 3.25 ft Trib. overhang 0 ft Unbraced lengt] 120 in Unit Loads Beam Loads DL 8 psf Beam self-wt 5.25 plf Overhang DL 0 psf Total DL 31.3 plf DL for uplift 7 psf Total LL 97.5 plf LL 30 psf Total load 128.8 plf Other DL 0 plf DL - Wind -62.4 plf Other LL 0 plf Beam unit wt 0.280 psi/ft Wind uplift 27.8 psf Section Properties Material Properties Mod. factors A = 18.75 inA2 E = 1800 ksi Cd = 1.15 1 = 56.25 inA4 Fberm = 2400 psi Cd(W) = 1.33 S = 18.75 inA3 FbTOa = 1850 psi KL = 1.00 Fv = 240 psi Cv = 1.00 Allowable Stresses: F'b = 2760 psi F'v = 276 psi For unbraced: lu/d = 20 le= 126.0 (wind uplift) RB= 8.8 FbE= 14486 KbE= 0.623 FbE/Fb` = 5.887 1+(FbE/Fb`)/1.9 = 3.625 CL = 0.990 Fb(Lu)' = 2436 psi Beam Capacity Mn = F'b X S = 51.8 k-1n, = 4313 lb-ft V„ _ F'v X A/1.5 3450 lb Analysis Bending Moment = 19.3 k-in fb = 1030 < 2760 OK Bending upward = -9.4 k-in fb = 499 < 2436 OK Shear = 644 lb fv = 52 < 276 OK Deflection: ADL inst. = 0.07 in ADL long term. = 0.10 In (150% ) Specified Precamber = 1.13 in minimum ALL = 0.22 in., = L/ 554 Atotal = -0.80 in., = L/ -149 OK Required Bearing Area: Fcperp = 650 psi bearing length 0.32 in Reactions = 644 # for simple s pan 805 # for continuous spans using these calcs -312#D+W Blazer Industries, Inc. Beam - glulam -1.XLS Creekside Park Beam - Ridge Date: 07/16108 Calculation for simple-span glulam beam, top laterally supported Dimensions Species. Grade Beam width _ 3.125 in western species, 2417-V4 Beam depth 6 in Beam span 10 ft Tributary width 2.25 ft Trib. overhang 0 ft Unbraced length 120 in Unit Loads Beam Loads DL 8 psf Beam self-wt 5.25 plf Overhang DL 0 psf Total DL 23.3 plf DL for uplift 7 psf Total LL 67.5 pif LL 30 psf Total load 90.8 plf Other DL 0 plf DL - Wind -41.6 pif Other LL 0 pif Beam unit wt 0.280 psi/ft Wind uplift 27.8 psf Section Properties Material Properties Mod. factors A = 18.75 inA2 E= 1800 ksi Cd = 1.15 I= 56.25 inA4 FberM = 2400 psi Cd(W) = 1.33 S = 18.75 inA3 FbroP = 1850 psi KL = 1.00 Fv = 240 psi CV = 1.00 Allowable Stresses: F'b = 2760 psi F'v = 276 psi For unbraced: lu/d = (wind uplift) RB= FbE= FbE/Fb* _ 1+(FbE/Fb*)/1.9 = CL = Beam Canacit 20 le= 126.0 8.8 14486 KbE= 0.623 5.887 3.625 0.990 Fb(Lu)'= 2436 psi Mn = F'b X S = 51.8 k-in, = 4313 lb-ft V„ = F'v X A/1.5 3450 lb Analysis Bending Moment = 13.6 k-in fb = 726 < 2760 OK Bending upward = -6.2 k-in fb = 332 < 2436 OK Shear = 454 lb fv = 36 < 276 OK Deflection: ADL inst. = 0.05 in ADL long term. = 0.08 in (150%) Specified Precamber = 1.13 in minimum ALL = 0.15 in., = L/ 800 Atotai = -0.90 in., = L/ -134 OK Required Bearing Area : Fcperp = 650 psi bearing length 0.22 in Reactions = 454 # for simple span 567 # for continuous spans using these calcs -208#D+W Blazer Industries, Inc. Beam - glulam - 1.XLS wr.-t. Creekside Park Masonrywalls 4" x 8" Masonry Block Walls min. reinforcement sect. 1.13.6.3, ACI 530 0.0007 min. either direction total h & v = 0.002 #4 bar= 0.196 sq in #3 bar= 0.110 sq in (2) 8 ga wire = 0.0412 sq in (2) 9 ga wire = 0.0345 sq in width length Area min. steel x O.0007 principal x0.0013 Horizontal 3.625 12 43.5 0.030 Vertical 3.625 3.625 12 12 43.5 43.5 0.030 0.057 Total - x 0.002 3.625 12 43.5 0.087 Ap = 0.083 + 0.052 = 0.135 sq in > 0.087 sq in, OK < 0.052, (2) 9 ga @ 8"oc 0.162" dia 0.148" dia < 0.083 sq in, #3 @ 16"oc OK (total) < 0.083 sq in, #3 @ 16"oc OK (total) Provide min. #3 rebar verticals @ 16"oc and two 9 ga wire horizontals @ 8"oc. Allowable Shear Stress sect 2.3.5 ACI 530 For M/vd < 1, Fv=(1/3) (4 - M/vd) sgrt(F'm), (80-45 M/vd) maximum (equation 2-21) For M/vd 1, Fv = sgrt(F'm), 35 psi maximum (equation 2-22) V = 2409 /2 = 1204.5 # for masonry taking all shear M = 88' V = 105996 in-lb d=1.8" M/vd = 49 > 1.0, therefore Fv = 1.0 sgrt(F'm) = 39, use 35 psi 35 psi ( 3.625") = 127 pli = 1523 plf Check Flexural reinforcement required forwindor seismic load (lateral) 4 x 8 Masonry Block Walls (7.33' tall wall) height = 7.33 ft w = wind = 20.4 psf fullygrouted n = 25.78 w= seismic = 4.1 psf d (centered) = 1.81 in use max = 20.4 psf #3 vert @ 16"oc, As = 0.083 sq in p = As /bd = 0.00382 pn = 0.099 k = sgrt(2pn+(pn)A2 )-pn = 0.356 j=1-k/3= 0.881 M = whA2/8 = 137 ft-lb fs = M/Asjd = 12418 psi < 1.33Fs = 32,000 psi, OK fb = 2MfjkbdA2 = 266 psi < Fb = 1/3(1500)'1/24/3 = 333 psi, OK no special inspections, 1/2 stresses V =wh/2 = 75 lb fv=V/bjd= 3.91 psi<Fv=1.0 sgrt fm=39 psi, OK Provide min. #3 rebar verticals @ 16"oc and two 9 ga wire horizontals @ 8"oc. Blazer Industries, Inc. SLAB/1 Restroom Slab - Minimum Requirements This sheet provides steel requirements for general conditions. The precast fabricator may install additional reinforcement or detailing for lifting and transport. fc = 2500 psi Where higher fc increases requirem ents, use 2500 psi fy = 60000 psi we = 150 pcf - (ACI references) Shrinkage and Temperature Reinforcement (7.12) Slab thk. "h" (in) = 3.5 4 6 8 10 0.0018 Ag (inA2/ft) = 0.076 0.086 0.130 0.173 0.216 44 - 4x4 - #3 @ 10 #4 @ 16 #3 @ 12 Reinf. W4.0 W4.0 T&B T&B As (inA2/ft) = 0.120 0.120 0.132 0.294 0.220 Reinforcement Spacing (if two-way slab action is anticipated) (13.3) h (in) = 3 4 6 8 10 Max. Spacing (s) = 6 8 12 16 18 Flexural Reinforcement for slab portions not bearing on soil (10.5) D = self-weight of slab L = 50 psf Slrnple-span sections h (in) = 3 4 6 8 10 D (psf) = 37.5 50.0 75.0 100.0 125.0 1.4 D + 1.7 L (psf) = 137.5 155.0 190.0 225.0 260.0 Span (ft) = 5.5 6.5 8 10 10 #3@8 #3@8 #3@10 #4@16 #4@12 Reinf. T&B T&B As(bot.) (inA2/ft) = 0.165 0.165 0.132 0.147 0.200 As(top) if appl. = 0.147 0.200 d (in) = 1.25 1.75 2.75 6 8 Check As(min) = 0.000 0.000 0.083 0.000 0.000 (Eq (10-3) n/a if As is 1/3> than req d) pm. = 0.75po = 0.0134 0.0134 0.0134 0.0134 0.0134 Check As(max) = 0.200 0.281 0.441 1.109 1.483 (10.3.3) a (in) = 0.388 0.388 0.311 0.346 0.471 OMn (k-in/ft) = 9.4 13.9 18.5 46.3 83.9 Mu (k-in/ft) _ .6.2 9.8 18.2 33.8 39.0 For 8" slabs, provide #4 bars @16" oc E.W. T&B fc = 2500 psi min. = 60 ksi Blazer Industries, Inc. FND slab minimum req.xis LAT/1 Creekside Park Lateral design Date: 7/16/2008 Buildina Dimensional Information Width= 18.00 ft Length 11 to ridge = 10.00 ft Skirtipony wall = 0.00 It Floor depth = 0.67 ft Wall ht = 7.33 ft Rim/roof depth = 0.60 ft ~ Elev. _ Roof Pitch = 3 in 12 Overhang = 8 in Eave ht = 8.43 ft Ridge ht = 10.85 ft Car) beam to suor)ort top of wall A out-of-plane h/Lw = 0.60 Discontinuity: lesser of (0.1x W) or 10 ft. h/L = 1.09 Discontinuity = 1.0 -ft 8.6 ft 0 = 14.04 dee Load (seismic) _ .085(38 psf) (7.33/2) = 74.23 pif 1 = 11.4 in A4 Load (wind) _ (P psf) (7.33/2) = 60.84 plf S = 3.81 M43 max = 85.00 plf P(wind) = 16.6 psf I = wall length between supports = 8.00 ft Sr = 1.5 w IA2/(46000*.6) = 0.30 in A3 < 3.81 , OK delta max = 11240 = 0.40 in delta = 5 w IA4 1728/(384*29E6*1) = 0.02 in delta 1/240, OK 6x4x1/8 TS steel cap beam adequate to support top of MO walls. Blazer Industries, Inc. IBC2003 w-s load TPRC.xis LAT/2 Creekside Park Lateral design Wind P 11 to ridge = 20.4 psf Parallel To ridge = P[(length)(wall ht).5 +length(gable).5)] = 1055 # P 1 to ridge = 17.9 psf Perp. to ridge = P[(width)(wall ht).5 + (width+2oh)gable]= 2409 # Seismic weight from LOAD14 W = 13641 lb V=0.107W = 1460 lb 1/4 snow = 0 total = 13641 lb V=0.038W = 518 lb (diaphragms) Roof diaphragm CaseI V = 1205 # unit shear = V/width = Case III V = 528 # unit shear = V/li . Sheathe roof with 7/16" APA Rated sheathing (2T with 16 ga x 1 1/2" screws @ 6"oc edge, 12"oc fie Gable walls V = 1205 # wall available = unit shear = V/wall avail = 241 plf 1/2 = 120 plf connection to wall cap (steel tube) #12 screw, shear= 280 # #12 screw spacing = screw/unit shear = Fasten min. 318" APA Rated sheathing, both side! Fasten wall bottom plate to wall rap (steel tube) m wall length V/length no./wall spacing A 14.67 82 1.4 10.35 it oc B 6.00 201 1.4 4.23 ft oc 1 10.00 53 0.6 16.11 it oc 2 10.00 - 53 0.6 16.11 it oc In min. 16 ga staples at 4 oc edge, 12"oc field. ;ws at 12"oc. lain n v= Rsn it anri= Fasten 4x6x0.120 steel tube wall cap to CMU wall with 1/2" diameter rebar anchors per wall as shown in chart. Provide 3 1/2" x 3 1/2" x 3/16" thick steel plate welded to 1/2" x 20" long rebar with 3/16" fillet weld. Min. (2) anchors per grid lines A, B, 1 & 2. Fasten ca tube to each late with min. 1 1/2" fillet weld each. Decking uplift connections uplift = 23.5 psf #12 screw, w/d, 18 ga = Fasten decking to wall below with #12 screw. 2.67 it = 62.7 Of *6" oc= 31 lb per rafter 124 # Seismic controls Wind controls 67 plf, < 135 6/12/6 unblocked 53 plf, < 103 6112/6 unblocked T&G decking 5ft > 255, 16 ga staples @ 4 oc one side < 255, 16 ga staples @ 4"oc both sides Blazer Industries, Inc. IBC2003 w-s load TPRCAs � ' � �I CL ks do �G�c�a� G°� C U 0 13 P NOTTOSCALE Applicable Codes: ................ Colorado 2003 International Building Code (IBC) 2003 Uniform Plumbing Code (UPC) 2002 National Electric Code (NEC) 2003 International Energy Conservation Code (IECC) Type of Construction: VB Description: .. � ............ ... � � � - -, ., Park, Restroom Occupancy,*., .'. '' . ...... . . ...... B Floor Area : .............................. 180 -square fbet i t o � T-1 Title Sheet, MEEK= A-I Floor Plan, Section, Roof Framing Pla Structural Design, Door Schedule. I A-2 Exterior Elevations, Exterior Finish Schedule. A-3 Interior Elevations, Interior Finish Schedule. A-4 Det•t&�Jastening Schedule,Cap Beam Plan & Details, Blazer Job Number: ........ ... . - - 16907 1 1 L A [ "_" - �41_ __ I I E-I Bectrical Plan & Information, NJ Ca QUI 0 f , n 00 CD CD N Q) Q 1 1 cc E 0 1 Go - 0 TPRC Model Number: ............ I BC-90-SA- I I- I 11- 180 -FE -M1 P oj�ct I o .tio� e I •t• 5 • The structural design details herein are specific to the building size and module configuration shown on the floor plan of these drawings. • Location of this building shall meet required property code set backs per local jurisdiction. Handicap accessibility to this structure shall be in conformance with local code including all pathways, ramps and paths of travel for parking to building. • Soil bearing requirement is 1500 psf, subgrade compaction at 95%. • Building plumbing system is based upon full flow existing water service. Loss of required flow rate of 10 gpm or pressure below 35 psi may necessitate an intermediate well tank and check valve in line. Site Address: CREEKSIDE PARK OUTDOOR RESTROOM 4900 Marshall St, Wheat Ridge, CO 80033 Project Contractor: WALSH CONSTRUCTION INC. $139 OPEN VIEW PLACE LOVELAND, CO 80537 Contact: MATT WALSH Ph.: (970) 622-8227 Fax: (970) 290-8141 Cell: (970) 278-9396 Certified Manufacturer BLAZER INDUSTRIES, Inc. PO Box 489 Aurnsville, OR 97325 Contact: John Roth Phone: (503) 7491900 Fax.* (503) 749-3969 E-mail: johnr@blazehnd.com Project Owner: CITY OF WHEAT RIDGE 7500 W. 29th AVENUE WHEAT RIDGE, CO 80033 Contact: LINDA TRIMBLE Ph.: (303) 235-2811 Fax: (303) 234-5924 Project Architect: BLAIR, CHURCH, FLYNN 451 CLOVIS AVE. SUITE 200 CLOVIS, CA. 93612 Contact: Ph.: (559) 326-1400 Fax: (559) 32661500 Designer / Dealer: THE PUBLIC RESTROOM COMPANY 9390 Gateway Drive, Suite 102 Reno, NV 89521 Contact: Chuck Kaufman Phone: (888) 888-2060 Fax: (888) 888-1448 www.publicrestroomcompany.com APPROVED Subject to Field Inspections Wheat Ridge Building Dept, Date.- _4 Signed: 111111111M�� DIVISION OF HOUSING NiG 12'08 ��i PLANS APPROVED SUBJECT TO FIELD INSPECTION 0 051.7 ' P-1 Piumbing Layouts & Schematics, Roof ............................. 30 psf (SNOW) Wind ............................ 100 mph Exposure "C" (3 SEC. GUSTS) Floor ............................ Engineered Mat Slab Seismic ........................ SITE CLASS D, SIDS = 0.267, SDI = 0.160 Minimum allowable soil pressure 1,500 psf COPYRIGHT 2008, BLAZER INDUSTRIES, INC, AND THE PUBLIC Designing An d Building Restroarns.-Better PROJECT NAME & LOCATION: SHEET TITLE: A A for Const: RESTROOM COMPANY. THIS MATERIAL ISTHE EXCLUSIVE PROPERTY THE Job No: 16907 OF BLAZER INDUSTRIES, INC. AND THE PUBLIC RESTROOM COMPANY PUBLIC CREEKSIDE PARK TITLE SHEET File Copy: an AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS RESTROOM INDUSTRIES, AW&, EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER COMPANY WHEAT RID CO r A'ri= T _RV 1 TF R F\4�1 Dy MIN P 4 YY3 Allmrwij i r: np INDUSTRIES AND THE PUBLIC RESTRO(IMCOPv!",�NY. I I - _Dravm BY: RLI' P-1 Piumbing Layouts & Schematics, Roof ............................. 30 psf (SNOW) Wind ............................ 100 mph Exposure "C" (3 SEC. GUSTS) Floor ............................ Engineered Mat Slab Seismic ........................ SITE CLASS D, SIDS = 0.267, SDI = 0.160 Minimum allowable soil pressure 1,500 psf 5 W x `w 30,.48 �F l CLEAR J j % � . PFRO/`,CN i I 3`3x �Cfx4I3 I LEAP ' , EAR • A'P C;R1:. APPROAG� T .. ..... ..................1 0 � L............., ...............1 0 0 1 2-TURNI RADIUS :I i Mi 77 :111 #t_ '111 711F71F aL111 _711 T 111 ' :111 ZLUL111 : :111 f 715, :15 :17 Ill :IR 1 11 1 Ill :11 711 :111 I 54" fnR+. } z' MAx. q2" htiN. 2d "M,N ( SHOWING MINIMUMS & MAXIMUMS MORE THAN 24" o^ (bI NOTE: L V 39" - 41" = ib i u o � �•-- - w � w 19" �• IF WATER IS HEATED, TRAP AND HOT WATER LINES MUST BE WRAPPED OR ! t Cl) s — OTHERWISE COVERED. (b} D t ' ,' 4. R SHADED AREA 1. ,$ i 2 . OF O5 sC REQUIRED of oeTRUnoNS. I 30" " x48 1 REQUIRED I TOP OF LAVATORY CLEAR SPACE i 30~x48" � {a} _� - _ � HroFausneurtoN S ubject O F Ins $ CLEAR SPACE 1 . -.-.� a I ; heat id Building Dept. ° $ ' Fr�H�uvF L_ _____________ , IT'µa 4_ c �i v 24" D ate: LD lop OF o, z OR LESS SEAT, ch - AP T W E n ed. * _ Plan chec 4 s (a} 1 W CIMWCE 6.. MAX. 1 36 "� JPRMMWt LAVATORY CLEAR ACCESS TOECVEARMCE ELEVATION i 7" MIN. DEPTH URINAL CLEAR ACCESS ELEVATION HC TOILET /GRAB BAR ELEVATION ACCESSORIES ELEVATION A WE ai n M � r U O d v- H 00 00 O Q a3 X 47 U x m n. a� . x ai v U r\ u? Cn c 'cs E 0 0 V) . r- 00 0 0 N t i NOTE: SPACE BETWEEN GRAB BAR AND WALL TO BE 1 1/2" CLEAR, Id GRAB BAR DIAMETER TO BE 1 U4" to 11/2". GRAB BAR MUST BE ABLE TO SUPPORT 250 lb POINT LOAD AND NOT ROTATE WITHIN THE FITTINGS, CODE SUMMARY HEIGHT AFF /LOC PUBLIC RESTROOM COMPANY STANDARDS GRAB BARS 33" MI N. / 36' M TO TOP 33" AFF. TO CENTER TOILEUSEAT 17" MIN, / 19" MAX, 19" TO TOP OF ,FAT TOILET FLUSH VALVE 40" MAX., 10 TO WIDE SIDE CENTERLINES TO BE 28" AFF AND 10" FROM EDGE OF WC TP DISPENSER BOTTOM TO BE I S' MIN, AFF AND T' TO 9" FROM FRONT OF WC, I2" IN FRONT OF TOILET TO CENTERLINE OF FRONT ROLL AND W' TO TOP NOTE: SPACE BETWEEN GRAB BAR AND WALL TO BE 1 1/2" CLEAR, Id GRAB BAR DIAMETER TO BE 1 U4" to 11/2". GRAB BAR MUST BE ABLE TO SUPPORT 250 lb POINT LOAD AND NOT ROTATE WITHIN THE FITTINGS, 3- TOILET DESIGN CRITERIA: ICC 1 ANSI A117.1 - 2003 4- LAVATORY DESIGN CRITERIA: ICC / ANSI A117.1 A 2003 5- URINAL DESIGN CRITERIA: ICC / ANSI A117.1 -2003 ffi IS "+• 2i1 FACM MIRROR 2" 0 -, EQUIPMENT PERMITTED DsPeuER � _____ _ —~ $ IN SHADED AREA - C[ s- i n ' bt , �,J 0 t ( REQUIRED I /\ w O LL - 30"x 48" I ' ! C CLEAR SPACE I x "` / A < o< X 4, J G 2 2 008 II ¢ V Q c�i i 9 M AX. $ x z ?? 'El 1 i z x xg Q -- _..... � «.- +...____J M i I O N ko+> :J *....d 7 ADA /BRAILLE SIGN z = FINSHEOFLOOR FACIALMiRROR LIQUID SOAP DISPENSER TOWEL CEPTACR£ HANDDRYEn z DSSPENSER CAf 4 A " VRUDE Ptto 3SYx INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) TACTILE SIGN: TACTILE SIGN: RAISED CHARACTERS /BRAILLE RAISED CHARACTERS /BRAILLE CODE SUMMARY HEIG A /LOC PUBLIC RESTROOM COMPANY STANDARDS RIM HEIGHT (TOP OF LAV) 34" MAX 33" PREFERRED BUT MUST HAVE MIN. 29" KNEE SPACE HEIGHT OF KNEE SPACE 29" MIN, AT FRONT APRON 27' MIN, AT WIN FROM FRONT PER CODE FRONT LAV TO TRAP W MIN PER CODE TOE SPACE UNDER TRAP 9" MIN PER CODE CONTROLS DECK MT AT 34" MAX 33" PREFEERED CLEAR SPACE - 39'x 4W PER CODE 3- TOILET DESIGN CRITERIA: ICC 1 ANSI A117.1 - 2003 4- LAVATORY DESIGN CRITERIA: ICC / ANSI A117.1 A 2003 5- URINAL DESIGN CRITERIA: ICC / ANSI A117.1 -2003 ffi IS "+• 2i1 FACM MIRROR 2" 0 -, EQUIPMENT PERMITTED DsPeuER � _____ _ —~ $ IN SHADED AREA - C[ s- i n ' bt , �,J 0 t ( REQUIRED I /\ w O LL - 30"x 48" I ' ! C CLEAR SPACE I x "` / A < o< X 4, J G 2 2 008 II ¢ V Q c�i i 9 M AX. $ x z ?? 'El 1 i z x xg Q -- _..... � «.- +...____J M i I O N ko+> :J *....d 7 ADA /BRAILLE SIGN z = FINSHEOFLOOR FACIALMiRROR LIQUID SOAP DISPENSER TOWEL CEPTACR£ HANDDRYEn z DSSPENSER CAf 4 A " VRUDE Ptto 3SYx INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) TACTILE SIGN: TACTILE SIGN: RAISED CHARACTERS /BRAILLE RAISED CHARACTERS /BRAILLE CODE SUMMARY PUBLIC RESTROOM COMPANY STANDARDS URINAL RIM 14" MIN. / $ T' MAX, AFF. 16" AFF CONTROLS 44" MA {, AFF, IU' NOM. ABOVE TOP OF URINAL URINAL SCREENS {o} 1 S' MIN, CLEARANCE FROM CENTERLINE OF URINAL TO WALL OR PARTITION PROJECTING OUT 24" OR LESS FROM THE FRONT EDGE OF PER CODE THE 3U'x 48" CLEAR SPACE. 18" MIN. CLEARANCE FROM CENTERLINE OF URINAL TO WALL OR (b) PARTITION PROJECTING OUT MORE THAN 24" FROM THE FRONT EDGE OF THE 30" x 4t3' CLEAR SPACE, 3- TOILET DESIGN CRITERIA: ICC 1 ANSI A117.1 - 2003 4- LAVATORY DESIGN CRITERIA: ICC / ANSI A117.1 A 2003 5- URINAL DESIGN CRITERIA: ICC / ANSI A117.1 -2003 ffi IS "+• 2i1 FACM MIRROR 2" 0 -, EQUIPMENT PERMITTED DsPeuER � _____ _ —~ $ IN SHADED AREA - C[ s- i n ' bt , �,J 0 t ( REQUIRED I /\ w O LL - 30"x 48" I ' ! C CLEAR SPACE I x "` / A < o< X 4, J G 2 2 008 II ¢ V Q c�i i 9 M AX. $ x z ?? 'El 1 i z x xg Q -- _..... � «.- +...____J M i I O N ko+> :J *....d 7 ADA /BRAILLE SIGN z = FINSHEOFLOOR FACIALMiRROR LIQUID SOAP DISPENSER TOWEL CEPTACR£ HANDDRYEn z DSSPENSER CAf 4 A " VRUDE Ptto 3SYx INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) TACTILE SIGN: TACTILE SIGN: RAISED CHARACTERS /BRAILLE RAISED CHARACTERS /BRAILLE DOOR SIGNAGE GATE SIGNAGE NOTE: D.F. ACTIVATOR TO BE WITHIN 6" OF FRONT EDGE OF D,F, &DRINKING FOUNTAIN: ICC / ANSI A117.1 - 2003 7- ACCESSORIES MOUNTING HEIGHT: ICC f ANSI A117.1 - 2003 8- RESTROOM SIGNS AT DOORS & GATES: ICC / ANSI A117.1 - 2003 lip r 1 1111 1111 11,17777 I ' ■ COPYRIGHT 2008, BLAZER INDUSTRIES INC. AND THE PU BLIC Designing And.butiding Restrooms ... So ter PROJECT NAME & LOCATION: SHEET TITLE: Approved tor- Co nst: RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY THE Job No: 16907 OF BLAZER INDUSTRIES, INC. AND THE PUBLIC RESTROOM COMPANY `" P CR,ELKS /DIE PARK ACCE File Copy: AND SHALL. NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS RESTROOM $NDU5TNE5 LNG EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER COMPANY �� "r" RID Co D+3wn Lay: RL T DATE REV# REV15ION BY DATE RED,' REV15ION BY No P.. BOX 489 ■ AUNSVILLE, OR 97325 -0489 INDUSTRIES AND THE PUBLIC RESTROOM COMPANY. 9 t=t,. 888- 886 -2060 Fax 888- 888-1448 1 Start Date 06 - - AC CODE SUMMARY HEIGHT AFF /L OC TOP OF BUBBLER OUTLET 36" MAX KNEE CLEARANCE 27' MIN TOE CLEARANCE 9" MIN APPROACH 30" x 4W DOOR SIGNAGE GATE SIGNAGE NOTE: D.F. ACTIVATOR TO BE WITHIN 6" OF FRONT EDGE OF D,F, &DRINKING FOUNTAIN: ICC / ANSI A117.1 - 2003 7- ACCESSORIES MOUNTING HEIGHT: ICC f ANSI A117.1 - 2003 8- RESTROOM SIGNS AT DOORS & GATES: ICC / ANSI A117.1 - 2003 lip r 1 1111 1111 11,17777 I ' ■ COPYRIGHT 2008, BLAZER INDUSTRIES INC. AND THE PU BLIC Designing And.butiding Restrooms ... So ter PROJECT NAME & LOCATION: SHEET TITLE: Approved tor- Co nst: RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY THE Job No: 16907 OF BLAZER INDUSTRIES, INC. AND THE PUBLIC RESTROOM COMPANY `" P CR,ELKS /DIE PARK ACCE File Copy: AND SHALL. NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS RESTROOM $NDU5TNE5 LNG EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER COMPANY �� "r" RID Co D+3wn Lay: RL T DATE REV# REV15ION BY DATE RED,' REV15ION BY No P.. BOX 489 ■ AUNSVILLE, OR 97325 -0489 INDUSTRIES AND THE PUBLIC RESTROOM COMPANY. 9 t=t,. 888- 886 -2060 Fax 888- 888-1448 1 Start Date 06 - - AC 0 2 x 8 SPF FASCIA FARING WALL (AT GABLE ENDS) "Om I i { r t { i I { { i i t ! i { 1 3 i 1 3 ! i E { t { { � r { t { I 1 t i � l i 1 { 1 3 I 1 t ! 1 t ti i { l i i I I r t3 { 1 i 2 x 6 SPF FASCIA (AT EAVES) j E t E 1 i OSB HEATHING CAP BEAM NOTES: 1. DOOR TYPES: a) H.M.: GALVANIZED HOLLOW METAL, 14 ga. DOOR W/ 14 ga. FRAME. 2. ALL H.M. DOOR FRAMES: a) WELDED WITH MASONRY ANCHORS. b) 4Y4' WIDE OVERALL. c) 4' MASONRY HEADERS. 3. HINGE SPECS: a) CONT: PEMKO KCFM -83" STD DUTY CONTINUOUS GEAR HINGE. I 4. LOCKS: a) SCHLAGE DEADBOLTS 626 FINISH 1) B66OR - KEY ONE SIDE, THUMB TURN LOCKS AND UNLOCKS. 5. HARDWARE SPECS: a) CLOSERS: LCN 4041 REG -AL (ADD CUSH ARM FOR OUTSWING DOORS). b) PULL PLATE: TRIMCO 1017.3CH. c) RECESSED PULL: CUSTOM MADE S.S. d) THRESH: PEMKO #229A (FOR TILE FLOORS) & PEMKO #270A (FOR NON TILE FLOORS). e) SWEEP: PEMKO315CN. 6. OTHER: a) INSTALL DOOR CHECK CHAIN. MEN WOMEN MECH �0 0 0, STRUCTURAL DESIGN INTE EXTE COMPONENT GENERIC DESCRIPTION SPECIFIC MATERIAL LIST DOOR, FRAME & HARDWARE SCHEDULE CONCRETE SLAB ~ALL DOORS OPERABLE' # 1 ^� PERIMETER FRAMEWORK STRUCTURAL STEEL ANGLE L6x6x % 1 & 2 3 4 5a 5b 5c 5d 5e #4 @ 16 "oc E.W. TOP & BOTTOM DOOR ROOM 99.47c WATER AND URINE RESISTANT PULL RECESSED � NO. NAME QTY SIZE TYPE HINGE LOCK CLOSER PLATE PULL THRESH SWEEP NOTES FRAMING (EXT): MEN 1 TO 7'4" CMU BLOCK 4' PRECISION CONCRETE BLOCK (ROWS 1-4 & ALCOVE) PG A -2 TO 7'-4" BOTH 4" SPLIT FACE CONCRETE BLOCK (ROWS 5-11 PG A -2 CAP BEAM STEEL TS6x4x1 /8" (A500 Grade B) 0 3'x 7' HM CONT B660R YES SIDES TO 7' -4" NO NO CAP BEAM STEEL TS6x4x1 /8" (A500 Grade B) ABOVE 7' -4" OR CAP BEAM WOMEN 1 SHEATHING (ABOVE CAP BEAM) EXTERIOR 7116" OSB 71 16" APA RATED SHEATHING #2 0 STORAGE 1 3' x 7' HM CONT B660R NO EXT ONLY 270A 315CN 6A 1 t i � l i 1 { 1 3 I 1 t ! 1 t ti i { l i i I I r t3 { 1 i 2 x 6 SPF FASCIA (AT EAVES) j E t E 1 i OSB HEATHING CAP BEAM NOTES: 1. DOOR TYPES: a) H.M.: GALVANIZED HOLLOW METAL, 14 ga. DOOR W/ 14 ga. FRAME. 2. ALL H.M. DOOR FRAMES: a) WELDED WITH MASONRY ANCHORS. b) 4Y4' WIDE OVERALL. c) 4' MASONRY HEADERS. 3. HINGE SPECS: a) CONT: PEMKO KCFM -83" STD DUTY CONTINUOUS GEAR HINGE. I 4. LOCKS: a) SCHLAGE DEADBOLTS 626 FINISH 1) B66OR - KEY ONE SIDE, THUMB TURN LOCKS AND UNLOCKS. 5. HARDWARE SPECS: a) CLOSERS: LCN 4041 REG -AL (ADD CUSH ARM FOR OUTSWING DOORS). b) PULL PLATE: TRIMCO 1017.3CH. c) RECESSED PULL: CUSTOM MADE S.S. d) THRESH: PEMKO #229A (FOR TILE FLOORS) & PEMKO #270A (FOR NON TILE FLOORS). e) SWEEP: PEMKO315CN. 6. OTHER: a) INSTALL DOOR CHECK CHAIN. MEN WOMEN MECH �0 0 0, STRUCTURAL DESIGN INTE EXTE COMPONENT GENERIC DESCRIPTION SPECIFIC MATERIAL LIST NOTES FOUNDATION / FLOOR DECK: CONCRETE SLAB _ # 1 ^� PERIMETER FRAMEWORK STRUCTURAL STEEL ANGLE L6x6x % REINFORCEMENT REBAR #4 @ 16 "oc E.W. TOP & BOTTOM CONCRETE 99.47c WATER AND URINE RESISTANT 8" MAT DESIGN 4000 PSI (DESIGN BASIS IS 2500 psi) WITH INTEGRAL ADDITIVES FOR CORROSION WALLS: FRAMING (EXT): _ TO 7'4" CMU BLOCK 4' PRECISION CONCRETE BLOCK (ROWS 1-4 & ALCOVE) PG A -2 TO 7'-4" CMU BLOCK 4" SPLIT FACE CONCRETE BLOCK (ROWS 5-11 PG A -2 CAP BEAM STEEL TS6x4x1 /8" (A500 Grade B) ABOVE 7`-4" OR CAP BEAM 2x3 WOOD STUDS 2x3 DF STUDS @ 16 "oc.; 2x3 PT BOTTOM PLATE FRAMING (INT): TO 7' -4" CMU BLOCK 4" PRECISION CONCRETE BLOCK CAP BEAM STEEL TS6x4x1 /8" (A500 Grade B) ABOVE 7' -4" OR CAP BEAM 2x3 WOOD STUDS 2x3 DF STUDS @ 16 "oc.; 2x3 PT BOTTOM PLATE SHEATHING (ABOVE CAP BEAM) EXTERIOR 7116" OSB 71 16" APA RATED SHEATHING #2 ROOF: RIDGEBEAM GLULAM 3 1/9'x 7 1/2'24F-V4 MIDSPAN BEAMS GLULAM 3 1/8" x 7 1/2" 24F -V4 DECKING 2 x 6 KD T &G, VJCM KILN DRIED SPF WC -200 SELECT DECK SHEATHING - EXTERIOR 7/16" OSB APA RATED (24/16) FASCIA WOOD 2x6 KD SPF EAVES, 2x8 KD SPF RAKE NOTES: 1. COAT WITH ADDITIVE FOR URINE AND MOISTURE RESISTANCE, 2. PAINT WALL SHEATHING FOR MOISTURE PROTECTION (ONE SIDE). 3. SEE INTERIOR FINISH SCHEDULE FOR FINISHED CEILING CALLOUT. 4 1 a p a v 0 a 1.� 00 p O ca ,-S n �D a v v v x >r CL v m U 0 01 lQ rl rn C �s m 0 2 v rx _rn co 0 0 n, 9 !1 { it � `• I { i 3 Z 1 { { Uj f4 t i t { {, 3! {t 3 C7 ti Ii { i( 3{ ti t it cm 31 t1 tl 3 it !{ RIDGEBEAM 7 S NOMINAL 8" ROOF OVERHANG MIDSPAN BEAM ._.1 SECTION - A) A 1 /2" = 1'-0" DATE 12LV#/ ._M R!'151 ` E3Y D F RI I _�V50N 1 2 18'-6 SLAB 18'-U'1216'1 NOM. BUILDING 2 x 6 T &G DECKING W/ 7 /1 ' OSB SHEATHING 7" 6` -4" (76 "] A I . ........... . Ix AAA i 1 \ 0 { -70 O ., F.D. J w Z �r I � � / o N o. o 1.. MEN$ HCRR 3 12' � MIN. I � (D— T 7 ' 1 ... .............. ...... p............. 40,. 32" RIVER ROCK CULTURED STONE INSTALLED OVER CMU PRECISION BLOCK WALLS BUILDING LAYOUT NOTES: 1, SLAB SIZE IS SLIGHTLY LARGER THAN BUILDING SIZE. 2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROOMS. DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK OR FACE OF OSB. 3. START LAYOUT BY MEASURING 4" IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB IS CORRECT). THIS WILL BE THE INSIDE FACE OF THE EXTERIOR BLOCK WALLS. r COPYRIGHT 2008, BLAZER INDUSTRIES, INC. AND THE PUBLIC Designing And Building Restrooms ... B , RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY THE ■r OF BLAZER INDUSTRIES, INC. AND THE PUBLIC RESTROOM COMPANY `' PUBLIC ,.. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS RESTROOM _ INDVZTR{Ea, INC. EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER COMPANY BY �® P.O. sox. 489 m AUMSVILLE, OR 97325 -0489 INDUSTRIES AND THE PUBLIC RESTROOM COMPANY. � Ph. 888 -888-2060 Fax 388-88R-14 W ........... .. ... ... 7'-U'[84"1 6-4'[761 { A -i.l ( ) I F.D. I Q WOMENS HCRR 12" MIN. �3 ;i 32" 40" NOMINAL 8" ROOF OVERHANG SLAB OUTLINE (SHOWN FOR REF. ONLY) 7 " FLOOR PLAN 1/21=11-al PROJECT NAME & LOCATION: CREEKS /DE PARK WHEAT RIDG =, c I � s SHEET TITLE: Approved for Const: Job No: 16907 FLOOR PLAN & SECTION File Copy: Drawn BY" RLT AI Start n'lta: 06 -09 -08 1 A 1 1 ,.13 s.`et.Jt VfL Li S i iJ ad { {i6J" AUG 1 2 2008 EXTERIOR FINISH SCHEDULE DESCRIPTION FINISH BRAND /COLOR NOTES WALLS TO 7'-4" CMU BLOCK (ROWS 1-41 WAINSCOT SPRING STANDARD STREAM STONE CSV2070 2 COATS SEALER CMU BLOCK (ROWS 5-11 PAINT PITTSBURGH DUSTY TRAIL 4144 2 COAT PRIMER, 2 COATS FINISH CMU BLOCK (ALCOVE) PAINT PITTSBURGH DUSTY TRAIL 4144 2 COAT PRIMER, 2 COATS FINISH CAP BEAM STEEL PAINT PITTSBURGH DUSTY TRAIL 414-4 1 COAT PRIMER, 2 COATS FINISH ABOVE CAP BEAM GABLE SIDING JAMES HARDIE (OR EQUAL) - FRC STUCCO PATTERN PAINT PITTSBURGH DUSTY TRAIL 4144 1 COAT PRIMER, 2 COATS FINISH VENT POSTS STEEL PAINT PITTSBURGH DUSTY TRAIL 4144 1 COAT PRIMER, 2 COATS FINISH GABLE VENTS STAINLESS STEEL WIRE MESH ( 1 112x 114 - ) POLISHED NATURAL ROOF ROOFING 26 ga. STANDING SEAM METAL TAYLOR METAL PRODUCTS FOREST GREEN EXPOSED BEAMS GLULAM PAINT PITTSBURGH DUSTY TRAIL 4144 SOFFITS 2 x 6 DECKING (EXCEPT FRC AT DF ALCOVE) PAINT PITTSBURGH DUSTY TRAIL 414-4 1 COAT PRIMER, 2 COATS FINISH FASCIA 2 x 6& 2 x 8 SPF PAINT PITTSBURGH 1 COAT PRIMER, 2 COATS FINISH DOORS ALL DOORS AND FRAMES GALVANIZED HOLLOW METAL PAINT PITTSBURGH DUSTY TRAIL 4144 1 COAT PRIMER, 2 COATS FINISH VENT POST Color. Dusty Trail r 0 LIGHT FIXTURE SOFFITS- Color. Dusty Trail ADA TACTILE "MEN" SIGN VVHLL M (SOUTH VIEW) 0 GLULAM BEAM- Color. Dusty Trail CAP BEAM- Color. Dusty Trail ADA TACTILE "WOMEN" SIGN CMU PRECISION BLOCK Color. Dusty Trail 4 4 WALL A (NORTH VIEW) 6Y I DATC ,axaaa��ra FASCIA- Color. Dusty Trail DOORS AND FRAMES Color. Dusty Trail EXTERIOR ELEVATIONS m JL f V5TRIE5, INC. P.0, Box 489 0 AUMSVILLE, OR 97325 -0489 SIDING- Color. Dusty Trail COPYRIGHT 2008, BLAZER INDUSTRIES, INC. AND THE PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND THE PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES AND THE PUBLIC RESTROOM COMPANY. fining And Building Restrooms ... B TH f ` PUBLIC RESTROOM COMPANY 888- 888 -"060 F-IX 888-888 -14, WALL 2 WALL 1 PROJECT NAME & LOCATION: CRE';�KSIDE PARK 6 CMU SPLIT -FACE BLOCK Color. Dusty Trail WAINSCOT CULTURED STONE W/ WATER TABLE SILL APPROVED C ! o V "heat RIdQe Building Dept. Signed: Plan ch SHEET TITLE: EXTERIOR ELEVATIONS AUG 12 2008 . r L DESCRIPTION NOTES FLOOR: RESTROOM CONCRETE LIGHT BROOM NATURAL ADDITIVE FOR 99% URINE/MOISTURE RESISTANCE MECHANICAL CONCRETE LIGHT BROOM NATURAL ADDITIVE FOR 99% URINE/MOISTURE RESISTANCE FRC STUCCO LIGHT FIXTURE 'MU LOCK 0 an U- 0 FRC STUCCO 01 WALL: DESCRIPTION QTY SIZE/STYLE MANUFACTURER/ITEM# RESTROOM TO 74' CMU BLOCK PAINT PITTSBURGH/PURE WHITE #90374 PITT-TECH 2 COATS BLOCK FILLER, 2 COATS GLOSS CAP BEAM STEEL PAINT PITTSBURGH/PURE WHITE #90-374 PITT-TECH I COAT PRIMER, 3 COATS GLOSS ABOVE CAP BEAM JAMES HARDIE (OR EQUAL) FRC STUCCO PATTERN PAINT PITTSBURGH/PURE WHITE #90374 PITT TECH 3 COATS GLOSS MECHANICAL TO 7-4' CMU BLOCK NONE NATURAL n'A.F.F. TO BOTTOM CAP BEAM STEEL PAINT PITTSBURGH/PURE WHITE #90-374 PITT-TECH I COAT PRIMER, 3 COATS GLOSS ABOVE CAP BEAM OSB PAINT PITTSBURGH/PURE WHITE #90-374 PITT-TECH I COAT PRIMER, 2 COATS GLOSS CEILING: ALL ROOMS 2 x 6 T&G STAIN OLYMPIC CEDAR SEMI-TRANSPARENT ALL ROOMS BEAMS PAINT PITTSBURGH/PURE WHITE ACCESSORIES PROVIDE BLOCKING FOR ALL FIXTURES AND ACCESSORIES AND MOUNT WITH VANDAL RESISTANT SS SCREWS. DESCRIPTION QTY SIZE/STYLE MANUFACTURER/ITEM# PROJECT NAME & LOCATION: NOTES GRAB BARS 2 42 ---- FINISH/COLOR BOBRICK B6806-42 S.S. 33!'A,F.F. TO CENTER GRAB BARS 2 46 BOBRICK 86806-48 S.S. 33'A.F.F. TO CENTER GRAB BARS 2 116 BOBRICK B6806-18 S.S. n'A.F.F. TO BOTTOM SIGNS: ADA TACTILE ROOM ID 2 RECTANGULAR 6'x 6' INTELLICAM ALUMINUM BLUE 60" TO CENTER TP HOLDERS 2 VANDAL RESISTANT 3-ROLL ROYCE ROLLS TP-3 S.S. 30'A.F.F. TO TOP OPTIONS. HAND DRYER 2 REMOTE POWER ELECTRIC FASTAIRE HD03 (S) ALUMINUM 39" TO CONTROLS SOAP DISPENSER I REMOTE RESERVOIR ASI #378 RESERVOIR S.S. SOAP DISPENSER 2 VALVES ASI #353 THRU WALL VALVES S.S. 39" TO CONTROLS OTHER SPECIALTY ITEMS I I I I I SPACER FOR S.S. URINAL I i I I CUSTOM I S.S. I MOUNTED TO WALL BEHIND URINAL NOTES: 1. INTERIOR ELEVATIONS REFLECT ACTUAL DIMENSIONS THAT WILL BE USED. SEE AC SHEET FOR CODE CRITERIA, 2. VERTICAL DIMENSIONS ARE FROM TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. 3. ISA: INTERNATIONAL SYMBOL OF ACCESSIBILITY, REQUIRED SIGNAGE FOR ACCESSIBLE RESTROOMS. A RESTROOM ELE\/r&-V 1 '4' < 0 z 0 U M 0 Cf) FRC STUCCO B RESTROOM ELEVATION 1/2" = I-U' FRC STUCCO LIGHT FIXTURE CN BLOC O U- 0 0- 0 L — SEAM < z 0 C, o� 00 '�A AUG 1 2008 D APPROVED Subject to Field Inspections C RESTROOM ELEVATION_ 1/2" = V-Y' ArC 'y I mat Ill! 0A D RESTROOM ELEVATION_ 1/21=11-al INTERIOR FINISH SCHEDULE FINISH BRAND / COLOR INTERIOR LAYOUT SHEET TITLE: INTERIOR ELEVATIONS 98 INIONIFF-- Plan checker Approved for Const: Job No: 16907 File Copy: Drawn By: RL T A I�ti1-q 6'-4' [76"] FINISH-FINISH 64'[76 FINISH-FINISH COPYRIGHT 2008, BLAZER INDUSTRIES, INC. AND THE PUBLIC tiesioning /Ana wunaing "astrooms...wener PROJECT NAME & LOCATION: RESTROOM COMPANY, THIS MATERIAL IS THE EXCLUSIVE PROPERTY a THE &,Jr OF BLAZER INDUSTRIES, INC, AND THE PUBLIC RESTROOM COMPANY PUBLIC CREEKSIDE PARK AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS RESTROOM INDL15TRIE5, INC. EXCEPT AS AUTHORIZED BY THE WIRITTEN PERMISSION OF BLAZER COMPANY WHEAT RIDGE CO !��"-)Ilj PIEVI f BY EM P.O. r P 'WMSVILLF. op 07325-0489 INDUSTRIES AND THE PUP RESTRDQM COMPAW' SHEET TITLE: INTERIOR ELEVATIONS 98 INIONIFF-- Plan checker Approved for Const: Job No: 16907 File Copy: Drawn By: RL T A I�ti1-q 6'-4' [76"] FINISH-FINISH 64'[76 FINISH-FINISH NJ a. a z G7 0 v O a 0 N 00 00 Q Q rM r ? 7 x a x w a f w U N O Q1 Cn 2 m 0 QJ 0:- v CA rs 00 0 Ca FASTENING SCHEDULE T53XM/1 ' POST WOOD FRAMED WALLS CAP BEAM TS6x4xYP 2x3 WOOD STUDS METAL FLASHING w/ CMU BELOW WOOD FRAMING STUDS -TO -TOP & BOTTOM PLATES (2) 0.121 "x W NA #T2 SCREW @ 4 /Z 1 ga. x 1 1 /2" STAPLES FRC SHEATHING- TO-INTERIOR FRAMING 16ga. x 1 1/2" STAPLE (SENC N17 ) @ 6 "oc EDGE, IZbc FIELD =- l bga. x 1 I /2" STAPLES PERIMETER PATTERN GABLE END WALLS (BOTH SIDES) 16ga. x 1 1/2" STAPLE (SENCO N17) @ 4"oc EDGE, I Zbc FIELD @ EDGE PATTERN 0.131x3" NAILS @ IZbc. - °' °"' INTO WALL TOP PLATE BOTTOM PLA - -CA BEAM (EXTERIOR WAL LS) # 12 SCREWS @ 8"oc 7 /, ' SHEATHING -- - - -•-- 3„ OSB SHEATHING ROOF 2x6 T &G DECKING EXTERIOR 12 FRC 0.131 "x 3" NAILS (KG27) 4 S ECTI O N F w 2H T &G DECKING -TO- GLU -LAM BEA MIN, OF 3- 0.' 31 x 3" NAILS TO EACH BEAM (SENCO KC27 OR EQUAL) .0 @ 12 "oc. INTO , , M SHEATHING TO- 2 x T &G DECKING FASTEN MIN, / OSB (24/16) TO 2x6 T &G DECKING WITH 16 ga x 1Y2' STAPLES (SENCO N 17) MIN. NUMBER OF ANCHORS PER WALL WALL TOP PLATE /,b C �\rlG �` @ 6" EDGE, 12" IN FIELD AND 6'bc AT BUILDING PERIMETER. G p�. WALL NUMBER WALLA ...................3 ' , 2 x 8 FASCIA ` WALL B .................... 3 GLULAM BEAM WALL 1 ................... 3 A Y2 `O x 4" LAG SCREW t6' OSB TO ROOF DECKING ( 0.131 OR "x 3" NAILS (KC27} 3 „ „ WALL 3 .................... 3 - (2) 2x3 TOP PLATES 2x3 DF WOOD TOP PLATE STAPLES PER FASTENING PER PIECE OF DECKING /$ BEARING PLATE 3'x 7 (RIP TOP PLATE TO SLOPE w/ i�`O HOLE FOR LAG SCREW SCHEDULE @EDGE NAILING `�=-' s /$'BEARING PLATE 3'k 7" OR 2 GLULAM RIDGE BEAMS w ❑❑ T' %6` FRC (SHOWN FOR REF. ONLY} ................ ...................... ; 1 /6'�d HOLE FOR LAG SCREW (USE ONLY IN R,R. AND CONCESSION) T 2 (RIP TO SLOPE) T , MIN. {1 } #12 SCREW 12 PER PIECE OF DECKING. )( ONLY IN w/ /� OSB SHEATHING PER t6 F RC SIDING 2x3 DF WOOD STUDS @ Iebc. Zk6 ' FRC (SHOWN FOR 2x3 OF WOOD STUDS @ l 6"oc. 5 � 2 REF. ONLY USE r' 1Y v, " - b 4F c <` ` R.R. AND CONCESSION) STRUCTURAL DESIGN SCHEDULE - / 7 /6' OSB TO ROOF DECKING �`❑ SCREWS PER wl 7 /,6' OSB SHEATHING PER TAG -- j �\N FASTENING g „ STRUCTURAL DESIGN SCHEDULE ter G --- ~ ! STAPLES PER FASTENING ©�G SCREWS PER 1 / , - &C' 3 " FASTENING SCHEDULE SCHEDULE SCHEDULE @ EDGE NAILING 2x g \ l /a 1/2 , r V 1 r 2x3 PT WOOD BOTTOM PLATE i i I i r EAVE METAL (109 °¢ 2x3 PT WOOD BOTTOM PLATE 3116 WOOD FILLER RESTROOM INTERIOR i ; Y2'O x 4" LAG SCREW i i , , i 3/16 2x3 WOOD STUDS �` RR 51 D r 1 CAP BEAM TS6x4xYs CAP BEAM TS6x4xYs CAPBEAM TS6x4x/s - RR 151DE 1 1 i i 1 1 # 12 SCREW @ 48 "oc , POST TS3x3xs /,6 f ; 04 ANCHORS @ 48 "oc_(MAX.): ANCHORS @_48 "oc. IMAX,): = ; i ' ' 3/16 ' ' � + 2 x 6 FASCIA ' ANCHORS @ 48 "oc. (MAX.): 1 POST TS3x3x /6 , , i 1 t': SEE EAVE DETAIL FOR 1 '1 SEE EAVE DETAIL FOR , , + 3 (RIP TO SLOPE + 1" ! 3 i t• ,•, : , POST TS3x3xs / 1 t , 1Yz , , 3/16 I 3Y x 3Y /I6 STEEL PLATE 3 /6 ri. SIZE, DETAILS & QUANTITY I,t SiZE , DETAILS & QUANTITY , , „ , ' •I " SEE CAPBEAM PLAN 3 r i t 1 . WELDED TO END OFY2'O x 20" LONG 1/ „ 7 1 . 1 1 I:i'. 1 ;.� :. ,,, A y 1 FOR DETAILS i r 1 �•,. REBAR (ASTMA70b ) WITH `FILLET If t•,. , , -- - -- _______.__ _ WELD ALL AROUND. 1.i' y ' r 'All CAPBEAM t ,. :• 1 , . i•” , , CAPBEAM TS4x4x3 /6' CAPBEAM .t'. i t FASTEN CAP BEAM TO STEEL ANCHOR CAPBEAM +` +' t.r• „ + f ' 1 PLATE WITH MIN. OF 1)/' 3 / FILLET :1 "►'• TS4x4x3 /6 WELD, CAP BEAM TS6x4x1 /8 - - - - EAVE DETAIL INTERIOR WALL DETAIL GABLE EAVE DETAIL RIDGE DETAIL RID E PAST DETAIL MIDSPAN BEAM POST DETAIL 1 1I2 "= T`-0" 1 T/2 „ =, CAP BEAM 6 WOOD TRIM (CUT TO FIT) 2x2 WOOD SCREWED TO POST 1Y2 "x 5y" WOOD TRIM 2x2 WOOD SCREWED �❑ T'x 1'xY” O S.S. VENT SCREEN TO CAPBEAM 2x2 WOOD NAILED ❑ ` 6, -8„ [[891) 6„ TO OTHER 2x2 17 -2 „ „ (206 ) EXTERIOR SIDE WATER TABLE SILL 2x2 WOOD NAILED TS3x3x /6 POST 1 "x 7"AY$' QS S.S. VENT SCREEN CAPBEAM 'h TO OTHER 2x2 /'A` — - - ----- ------ - - - --- ' � _ __ -- _ __ _____ __ ____ r— �— _ r �♦ ❑ SECTION _ ❑ - L- - - _ _ _ -- - - - -_- SECTION B - - - , I I 11 i i \ 11 WAINSCOT "LEDGER STONE" 2x WOOD TRIM i i A -4 1 A -4 A -4 # 1 I t I t l 4 x 8 x 16 CMU BLOCK ? is „Q lY2 c 5Y” WOOD TRIM WALL FULLY GROUTED k 6 ! S NOTE: OTTER SCREEN TRIM MUST NOT BE G I t I I 1 1 ! 1 1 .. TWO 9 GA. WIRE FOR HORIZONTAL � _ O FC 3 ' OUCH AP BEAM SO A _� K/N 7 MEN, BEARING PLATE TO PREVENT WATER INTRUSION. REINFORCEMENT @ WOC AND #3 REBAR G WITH %/ O HOLES FOR Y2 x 4' LAG S 3'x `x /s AT 16 oc VERT. USE #4 REBAR AT • " " "' ' ENDS OF WALL AND AT OPENINGS. ...... ................ ..t........ i ❑ ," i i ,,, U U U `- ' ❑ ❑ 12 `� ' #1 000 STARTER BARS: EMBED #4 BAR 5 DEEP _ BOTH S DES OF 4'CRE N W CAPBEAM TS6 "x4 "xl /B" t i i ' t CMU BLOCK WALL • 1 @ .....:.......:.......... .h..........{.......:......... { j 1 1 rx > ; TYP. + i i 1 W `' •••• 1 I C ' ++ 1 BELOW CAPE ! SIMPSON SET EPDXY. � co - • ;..... SCREEN OPTION: #4 BAR 30'x 8" HOOK @ 24'oc ` F VENT i J r (SHOWN OR REF. ONLY) .... � { �.. ).. .... {....I. ...... , , t 1 1 :.... :..... T i { 000 ..... s t....;.......1.........1..... �c Y GROOVE (2 PLACES 1 i 1... Q PER SCREEN} -4 {..... CAP BEAM 5 I t a COMPACTED SOIL FOR b Q ` ' ' 1. AN M PIECE - _ , 6 ____- -t I HORIZONTAL (MIN.) OWN O ► 1 F R REF. ONLY # # i i 1 F' ..s. 3 SH ) Fi :e 1 F+fa A -4 ..t..... ...... .... . A - 1 1 1 I� t M t ,e t I U I i i 2 �`. B �- - - - --� E =# I ❑(f ��I I I ❑ I I II I , I _ =1 I 1 _ _ _ _ _ CAPBEAM - - - 4' -9” [57 ") „ I❑❑ ❑❑ ❑❑�❑❑❑�❑❑ 24 TS3x3x /6 POST 9 -1" (109 "j 9' -1" [109 ") 6 „ 48" 6 „ 24" MIN. BEYOND SLA C 4' -9" [57"1 APP ROVED T BED OF (COURSE MASON) SAND W CONCRETE SLAB WITH MIN. #4 REBAR @ 16 "OC S ubject to Field Inspections OVER MIN, 4" CLASS 11 TYPE B E.W. TOP & BOTTOM. GRADE 60 MIN, IY" COVER. - 11-03 CONCRETE STRENGTH MIN. 4000 psi @ 28 DAYS Whea id AGGREGATE BASE COMPACTED 957o CONCRETE BASIS IS 2500 psi @ 28 DAYS). NOTES: Building pt. �Pa6 REG�ST M.D.D. (BY GENERAL CONTRACTOR) q , _ .......... E.. #� THIS DIMENSION IS FOR REFERENCE ONLY AND IS FROM THE INSDE Date: 8 OF THE CAP BEAM TO THE INSIDE OF THE CMU BLOCK WALL. 33148 Signed:_ In checker ; #2 THIS DIMENSION IS FOR REFERENCE ONLY AND IS FROM THE INSIDE OF THE CAP BEAM TO THE INSIDE OF POSTS., , FLOOR SLAB DETAIL VENT& MIDPAN POST DETAIL #3 ALL STEEL INIERSECTIONS FASTENED WITH s � /p ••••••••• 1 1 /2" = T'-(}" 3 1 /2" = I' -0" MIN. Via" FILLET ALL AROUND, UNLESS NOTED OTHERWISE. CAPBEAM PL N NAIL COPYRIGHT 2008, BLAZER INDUSTRIES, INC. AND THE PUBLIC Designing And Buitding Restrooms ... Better PROJECT NAME &LOCATION: RESTROOM COMPANY, THIS MATERIAL IS THE EXCLUSIVE PROPERTY THE SHEET TITLE Approved for Const: Job No: �ggp7 ■■ AND SHA L NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS f ` RES7'ROOM GR'EEKSI`DE PARK D ETAIL S FNe Copy: so AND INC. EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER nATF 1 RFV # V(. >;!�N BY D, -. i E R��x`/ ? .I VfSiC}I! 8Y ON P.O, aax 489 8 tauMSViLt { OR 97325 -048^ INN. fTRiES AND T`-"--- PUBLIC RESTRC COMPANY. F r Drawn Bv: tt ._- ........ ........ nrcr.. a;.. ..... ^-- ^+rt•»v.mrme-. ... .n'.A:YY";!.'. ._........ ......,,. rr.w.rwn ....... -.... GLf f?5:34 _A S24 !• -,',GA Cam... nr.r _ ai w O O 0 r .i Itr 1 7! 00 00 C:> C> N fSt CL) CL tYl O vn cn cp L co O a WASTE AND VFzNT PIPING: WVAND PR OOF WAT>^iZ PIPING: VENT CAP - FIXTURE UNITS ........ ............................... 21 ` - FIXTURE UNITS - SIZE OF BUILDING DRAIN ..................... 3" ! �, 2" I T / DEVELOPED LENGTH ...................... 100' - AGGREGATE AREA ... .......................:....... ....... 7.068 `� -ELEVATION DIFFERENCE .................... 0' 111 - STREET PRESSURE ......................... 46 to 60 Gf-NfRAL. NO TES: f j -METER SIZE .............................. 1 t /Z" - SIZED TO UPC 1-2003, WITH 2005 AMENDMENTS I� / Z } Ya" F.I.P. STUB FOR FUTURE IF PRESSURE TANK IN NEEDED. - BUILDING SUPPLY SIZE ..................... 1 1/2" i - D.W.V. MATERIAL - P.V.C. � � H -WC G N O T E - D.W.V. UNDERGROUND MATERIAL - A.B.S. I ( PRV & FILTER COMBO A0 - P -TRAPS ON ACCESSIBLE FIXTURES INSULATED. ( i SEE DETAIL } y H B - SIZED TO UPC 1 -2003, WITH 2005 AMENDMENTS - CONTINUATION OF WASTE LINE DONE ON SITE BY OTHERS. �i #41 / 1 3" C.O. UR 1' �' 2,5 LOW POINT DRAIN - POTABLE WATER MATERIAL - COPPER ool 0 F.D. / �• 1-14C 1-14C i C 20 t' /< - ANGLE STOP AND SUPPLY ON ACCESSIBLE FIXTURES SHALL UR j 6 1 '/a BE INSULATED. f - HAMMER ARRESTORS INSTALLED TO UPC 609.10. ✓ M 1 V2 iY4 I'�* H -WC - CONTINUATION OF WATER MAIN DONE ON SITE BY OTHERS. H.B. 40 / ` 3" C.O. LAV 1 LAV -� ' h i iZ 2" C.O. 1 LOW POINT DRAIN NOTE: REQUIRED WATER SERVICE 1 Y2'. 1'1/2 C. 0. 1 V2 1 %z F.D. LAV D.F./ H.L. LAV 0 } 2 1 2.. 1'A PLUMBING I"IXTUIZf :5CI1EDULIf QTY FIXTURE DESCRIPTION 2 WATER CLOSETS - stainless ACORN 1675- W -1 -PFS 2 FLUSH VALVE - toilet SLOAN 143 -1.6- ADA- LDIM =6 3/4" SG 2 TOILET SEAT - black OLSONITE 10 -C 1 HC URINAL - stainless ACORN 1702- W -1 -CFR 1 FLUSH VALVE - urinal SL.OAN 195 - 1,0 - ADA LDIM =6 3 /4 " - SG 2 LAVATORY ACORN 1652- ADA- I -LF -3 2 HOSE BIBB WOODFORD 24 -P 1 WATER FILTER KEYSTONE CG10 2 FLOOR DRAINS ZURN 415 -90 -58 2 DRINKING FOUNTAIN - Single HAWS 1109 -14 1 PRV VALVE 1 1/2" WATTS 25 AUB -GG 1 CHECK VALVE 1 1 /2" NIBCO SI -3 2 HAMMER ARRESTOR PPP SWA 1 HOSE REEL & 75' HOSE RAPID REEL GH164 -PL 1 VENT CAP - vandal proof SMITH 1748 3 BODIES - CONCRETE SUPPLIED BT TPRC 3 BOX LIDS - Water & Sewer SUPPLIED BY TPRC WASTE AND VFzNT PIPING: WVAND PR OOF WAT>^iZ PIPING: VENT CAP - FIXTURE UNITS ........ ............................... 21 ` - FIXTURE UNITS - SIZE OF BUILDING DRAIN ..................... 3" ! �, 2" I T / DEVELOPED LENGTH ...................... 100' - AGGREGATE AREA ... .......................:....... ....... 7.068 `� -ELEVATION DIFFERENCE .................... 0' 111 - STREET PRESSURE ......................... 46 to 60 Gf-NfRAL. NO TES: f j -METER SIZE .............................. 1 t /Z" - SIZED TO UPC 1-2003, WITH 2005 AMENDMENTS I� / Z } Ya" F.I.P. STUB FOR FUTURE IF PRESSURE TANK IN NEEDED. - BUILDING SUPPLY SIZE ..................... 1 1/2" i - D.W.V. MATERIAL - P.V.C. � � H -WC G N O T E - D.W.V. UNDERGROUND MATERIAL - A.B.S. I ( PRV & FILTER COMBO A0 - P -TRAPS ON ACCESSIBLE FIXTURES INSULATED. ( i SEE DETAIL } y H B - SIZED TO UPC 1 -2003, WITH 2005 AMENDMENTS - CONTINUATION OF WASTE LINE DONE ON SITE BY OTHERS. �i #41 / 1 3" C.O. UR 1' �' 2,5 LOW POINT DRAIN - POTABLE WATER MATERIAL - COPPER ool 0 F.D. / �• 1-14C 1-14C i C 20 t' /< - ANGLE STOP AND SUPPLY ON ACCESSIBLE FIXTURES SHALL UR j 6 1 '/a BE INSULATED. f - HAMMER ARRESTORS INSTALLED TO UPC 609.10. ✓ M 1 V2 iY4 I'�* H -WC - CONTINUATION OF WATER MAIN DONE ON SITE BY OTHERS. H.B. 40 / ` 3" C.O. LAV 1 LAV -� ' h i iZ 2" C.O. 1 LOW POINT DRAIN NOTE: REQUIRED WATER SERVICE 1 Y2'. 1'1/2 C. 0. 1 V2 1 %z F.D. LAV D.F./ H.L. LAV 0 } 2 1 2.. 1'A D.F./ H.L. FLOOR DRAIN } $ SEE DETAIL 1'A WASTE A13OVf_ (LOOK WATTF; A150VF FLOOD TO BE VERIFIED BELO FLOOD TO BE VERIFIED E3EL 1=LOOK 3" 2 .. , WATER BOX & 2" SHUT OFF VALVE 3 " y T 2" 3 „ 1'/2 3 „ 3 1'/2 HIGH POINT BLEED VALVE NOTE: REQUIRED WASTE SERVICE UNION COPPER PRESSURE CONNECTION TO SEWER 3" GROUND GAUGE CHECK WIRE VALVE PRESSURE GAUGE MAIN SHUT-OFF /PRESSURE HOSE BIBB — . IN -LINE REDUCTION WATER O GROUND WIRE O � VALVE PLASTIC FROM ELECT. U O FILTER w �' PANEL a u s I ESO CURB STOP IN BOX PRV & FILTER COMBO I NOT TO SCALE :.. , .. . -11 N11 Nz Nz NZ I �1 i HR 1 � w zm S.S. BAND (REMOVABLE TRAP) ro• O f.0. INTERIOR WALL ----- ---- -* :'. I >< B! 2" FLOOR DRAIN HD HD HD HD SLOPE FLOOR TO DRAIN TO 2" VENT o ° c o APPROVED o Q Subject to Field Inspections 4 SLAB o c a OPENING Wheat Ridgy Building Dept, DRAIN PIPE TO P -TRAP TO BE TO MAIN DRAIN Date: SLAB OPENING LOCATED 24" MAX IN CHASE FROM FLOOR DRAIN Signed: - Plan Checker FLOOR DRAIN DETAIL CHRISTY BOX WITH CLEAN -OUT IN BOX NOT TO SCALE WASTE & VENT PLUMBING PLAN WATER SUPPLY PLUMBING PLAN EXCLUDE TRAP PRIMERS 1/4 "= V0 CLEANED BY HOSE DOWN EVERYDAY COPYRIGHT 2008, BLAZER INDUSTRIES INC. AND THE PUBLIC Designing And Bu ■ n PROJECT NAME &LOCATION: SHEET TITLE Approved for Consk Job No: 16907 OF RE BLAZER RESTR COMPANY. THIS MATERIAL IS THE NE PROPERTY r ng Rest roorn THE C E ID P PL SHEE File Copy: ■■ OF BLAZER INDUSTRIES, INC. AND THE PUBLIC RESTROOM COMPANY � `• PUBLIC AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS RESTROOM INDU5TfU '5, INC. EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER COMPANY ' '"�" 1 j>� � co r• i Drawn By: RLT DATE REV# REVISI BY DATE E:EV# REV15ION BY on P.0. BOY, 489 � �UMSVILLE, aR 97325 -0489 INDUSTRIES AND THE PUBLIC RESTROQM COMPANY. _. . I, 88 8-888 -2060 Fax aa - s$ 8 1n4s PM PIPE MATERIAL PIPE SCHEDULE Q � >_ >an 3: W W ce ° O a- ¢ 0 CL- � Z � v U `_`; � w u.t LI � © Q TYPE OF SERVICE CL CL Q U ABOVE GROUND WATER BELOW GROUND SANITARY ABOVE GROUND BELOW GROUND DRAINAGE SANITARY ABOVE GROUND BELOW GROUND VENT D.F./ H.L. FLOOR DRAIN } $ SEE DETAIL 1'A WASTE A13OVf_ (LOOK WATTF; A150VF FLOOD TO BE VERIFIED BELO FLOOD TO BE VERIFIED E3EL 1=LOOK 3" 2 .. , WATER BOX & 2" SHUT OFF VALVE 3 " y T 2" 3 „ 1'/2 3 „ 3 1'/2 HIGH POINT BLEED VALVE NOTE: REQUIRED WASTE SERVICE UNION COPPER PRESSURE CONNECTION TO SEWER 3" GROUND GAUGE CHECK WIRE VALVE PRESSURE GAUGE MAIN SHUT-OFF /PRESSURE HOSE BIBB — . IN -LINE REDUCTION WATER O GROUND WIRE O � VALVE PLASTIC FROM ELECT. U O FILTER w �' PANEL a u s I ESO CURB STOP IN BOX PRV & FILTER COMBO I NOT TO SCALE :.. , .. . -11 N11 Nz Nz NZ I �1 i HR 1 � w zm S.S. BAND (REMOVABLE TRAP) ro• O f.0. INTERIOR WALL ----- ---- -* :'. I >< B! 2" FLOOR DRAIN HD HD HD HD SLOPE FLOOR TO DRAIN TO 2" VENT o ° c o APPROVED o Q Subject to Field Inspections 4 SLAB o c a OPENING Wheat Ridgy Building Dept, DRAIN PIPE TO P -TRAP TO BE TO MAIN DRAIN Date: SLAB OPENING LOCATED 24" MAX IN CHASE FROM FLOOR DRAIN Signed: - Plan Checker FLOOR DRAIN DETAIL CHRISTY BOX WITH CLEAN -OUT IN BOX NOT TO SCALE WASTE & VENT PLUMBING PLAN WATER SUPPLY PLUMBING PLAN EXCLUDE TRAP PRIMERS 1/4 "= V0 CLEANED BY HOSE DOWN EVERYDAY COPYRIGHT 2008, BLAZER INDUSTRIES INC. AND THE PUBLIC Designing And Bu ■ n PROJECT NAME &LOCATION: SHEET TITLE Approved for Consk Job No: 16907 OF RE BLAZER RESTR COMPANY. THIS MATERIAL IS THE NE PROPERTY r ng Rest roorn THE C E ID P PL SHEE File Copy: ■■ OF BLAZER INDUSTRIES, INC. AND THE PUBLIC RESTROOM COMPANY � `• PUBLIC AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS RESTROOM INDU5TfU '5, INC. EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER COMPANY ' '"�" 1 j>� � co r• i Drawn By: RLT DATE REV# REVISI BY DATE E:EV# REV15ION BY on P.0. BOY, 489 � �UMSVILLE, aR 97325 -0489 INDUSTRIES AND THE PUBLIC RESTROQM COMPANY. _. . I, 88 8-888 -2060 Fax aa - s$ 8 1n4s PM 'PlAll 0 ca 66 r. cn M CL 0) Ts cu 'IV U N C) (7% ko ri CSS 0 0 2 Cfl ME 0 23 C> City of Wheat Ridge Commercial Miscellan PERMIT - 080127 PERMIT NO: 080127 ISSUED: 02/13/2008 JOB ADDRESS: 4900 MARSHALL ST EXPIRES: 08/11/2008 DESCRIP'CION: Vacuum Breaker 1 1/4" CONTACTS owner 303/235- 2855 Mark Ruote City of Wheat Ridge gc 303/984- 5700 BILL COWHEY 08-0022 BCI LANSCAPE CONTRACTORS, INC PARCPL INFO ZONE COIJE: UA USE: UA SUBDIVISZON: 0002 BLOCK/LOT#: 0/ FEE :iUMMARY ESTIMATED PROJECT VALUATION: 1,000.00 FEES No Fees .00 Total Valuation .00 TOTAL .00 Comments: i hereby certify that the setback distnnces proposed by this permit application are accurate, and do no[ violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that a11 measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions prinCed on this application and that I assume full responsibility for compliance with the wheat Aidge Building Code (I.B.C) and a11 other applicable Wheat Rid e Ordi ances, for work under this permit. Plans subject to field ivspection. _c~2 Q - , l 3 _ 0 2~ Signature of contractor/owner date 1. This permit was issued in acwrdance with the provisions set forth iv your application and is subject to the lawe of the State of Colorado and to the Zoning Regulations and Buildin9 Codes of Wheat Ridge, Colorado or any other applicable ordinaaces of the City. 2. This permit sha11 expire 180 days Erom the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permi~ may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full Pees shall be paid for a new permit. 4. No wori of any manner sha11 be done that will change the natural flow of water causing a drainage problem. 5. Contractor sha11 notify the Building Inspector twenty-four (24) hours in advance for all inspections and sha11 receive writtei approval on inspection card before proceeding with successive phases of [he job. 6. The isauance ofq a permit or the approval of drawings and specifications shall noC be construed to be a permit for, nor an aPprov~f0/any vi7lation of the provisions of the building codes or any other ordinance, law, rule or regulation. All 1 ~ jw is sub ect to field inspections. Signature/j6f C}iief Building OfEicial tlaee INSPECT:CON REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUEST3 MUST BE MADE BY 3PM 71NY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. p4WHEqr~ City of Wheat Ridge Building Division 7Permit 7500 W. 29'h Ave., Wheat Ridge, CO 80033 Offce: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 ~LORP~ ing Permit Application Build Property Address: `100 Y'YI ,4,Q,S 1,1,4 ~-L Property Owner (please print): ~ TF ~ F in'kZ4l 2cQY P Phone: 3 s Mailing Address: (if different than property address) Address City, State, Zip Contractor: Lj e. .L 4-~r1tX5 c.,p,p~ Contractor License Phone: 30 3~11O - S 70Q Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: ConstructionVaFue: $ aeo Use of space (description): i c✓ DesCriptlOnOfwork: (ascalculatedpertheBWldingValuatlonDatasheet) Plan Review (due af time of su6mitfap: $ Sq. FL/l.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acarate, and do not violate applicable ordinances, mles or regulations of tha City of VJheat Ridge or covenanis, easements or restridions of record; ihat all measurements shown, and aliegations made are accurate; that I have read and agree to abide by all conditions printetl on this application and Ihat I assume full responsibiliry for cOmpliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit Plans subject to fleld inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONALREPRESENTATIVEOf(OWNER) (CONTRATOR) PRINT NAME: SIGNA7URE: Date: ZONIN6 COMMENTS: Zoning: Reviewec PUBLIC WORKS COMMENTS: Reviewec DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer FIRE DEPARTMENT:: ❑ approved WI Commenls ❑ disapproVed 0 no feView requifed I Bldg Valuation: $ / ;oF-v~;+eara . ~m City of Wheat Ridge ~~~aRaa° Comm. Add Structure PERMIT - 061112 PERMIT NO: 061112 ISSUED: 11/16/2006 JOB ADDRESS: 4900 MARSHALL ST EXPIRES: DESCRIPTIONr-b±earh7rs - Creekside Park - City of WheatRidge A n a.)F r.v.(IS CONTACTS gc 303/449-5176 Tim Black 01-9440 Black Roofing, Inc. OWNER 720/244-3306 Mark Ruote PARCFL INFO ZONE CO]JE: UA USE: UA SUBDIVI.S'ION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROSECT VALUATION: .00 FEES No Fees .00 TOTAL .00 Comments: Subject to field inspection I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulatione of the City of Whea[ Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree [o abide by all conditions printed on this applica~~Ty and that I ass~f full/ responsibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and a11 other anntirahla~Whea[.Rxlae O➢flir~ncey,~for work under this permiN. Plans subject to Eield inspection. 1. This permit was iesued in accordanre with the provisions set forth in your application and is subject to the lawa of the State of Colorado and to the Zonin9 Regulations and Building Codes of wheat aidge, Colorado or any other applicable ordinemces of the City. 2. This permit shall expire if (A) [he work authorized is not commenced within eixty (60) days from issue date or (B) the buildi.ng authorized is suapended or abandoned for a period of 180 days. 3. If thi_s permit expires, a new permit may be acquired for a fee of one-half the amount normally required, prwided no changeas have been or wi11 be made in the original plans and specifications and any suapension or abandonment has not exceeded one (1) year. If changes have been or if suepension or abandonment exceede one (1) year, full fees sha11 be pai.d for a new permit. n. No w03rk of any manner shall be done that will change the natural flow of wate[ causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (2e) hours in advance for a11 inspections and sha11 receive written apprwal on inapection card before proceeding with successive phases of the job. 6. The iusuance of a permi[ or the apprwal of drawings and specifications sha11 not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. rt to ~10_-1d ~ons. A11 p:lan review is lioe Signature of Chi ilding Offical, ',r'~ date INSPECTION REQUEST LINE:f(303)234-5933 BUILDING OFFICE: (303)235-2855 REQUES7'S MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Nov-05-98 05:07P DEVREVFAX 303 235 2857 P_02 DEPARTMENT OF PLANNING AND DEVELOPMEVT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAi' RIDGE, CO 80215 Property Owner: CL,fil, ~ w~'lC lv-" lzi _ G~ Property Address : q"~l ~ d ~~'ro'G1'l I Phone : 7-31~j -U~ ConVactor License No. : DM+[) Company : Cl t(tnL I'" ~f I 1111 ~ ~~o ~ OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGRE :MENT I hereby cetti(y ihat the setbadc distanms ptoposed by tAis permit appiication are ac :urate, and do nol violate applipble oidinancea, ruks of reyulafions of the City of Wheat Ri i9e or eovensnh, easements or rntrictions ot rewrd; Mat all measuroments shown, anC a egations maCa a~a accunta; that I have read and ayrea lo abide by all wnditions pnnled on t is appliralion. antl that 1 assume full responsibilitY f.or compliance wilh the Wheal Ridot Buikiing Code (U•B.C.) and all other applieahle Wheat faage ortlinances, for work unCer this ertnit (OWNER)(CONTR4CTOR) SIGNED 'vl v -P-- 11TI(il-61 p ~ Description: DycXcl f"vYLStG~IU~i 'PY~I,rn i n y G~,n bt u~ F eK) CL' p yi,ci~l ~,J vr~-nizrd 5nEIcVK rDb'f Phone: '1j0~_ 44Gl -1T]10 Constcuc6on Value:4 23,U42-. pD Permit Fee :r'1 G' c D Use Tax : Total: $0.00 Use SIC : Sq. Ft : BUIIDING DEPARTMENI USE ONLY zcmtffawonmelou Approval: Zaning : g01ta1~ t~ Approval: ~ Approval: Oaupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expirefion Date : Expiration Date : Expirafion Date : Approval ; Approval : Approval : (il 7hy p~mwt wact IsyueE mau+pyanca wiU tha qoWsions sN IoM in yopur applicaUOn iM is euGject b tlx laws d the Stale ol CdaaEO arltl 10 the ZOrynq ReqWaypy ynp guiiding Cotle of WMat Ridpe. Calorado a any atlw apyia6k oNe 3nm ot the Ciry. (2) TM pertnlt Wtl ezpira d N) lne work tW~uaeC is not mmmencetl wMn sc(y' (60) a Ys Imm lasw mte or (B) Me builCirq a Wiaized h suspenaM or awnaoimd ror a Pe+bd at 120 daya. (7) It Mu oertrvt exlxrp. a new DerM mtY be +Wuired la a lee o/ oM-Mp the amounl n mwlly reQuveE. poviCeA no Cwaga luve Deen u vrill be mwCt in the pliQllly pliM " y(qLli~Cd'uOfiG YA BRJ Of 3:5.%.~.~'~1G : R'a M! ~~_J~ 1 OM_ (7 ~ YCBf. 11 ~'d(~e9 A'B RMOE b" ii SUSFlI14i0f1 P':uef.7'..'t'm'nt exceldi One (1) Mar. IuC feas W I he Pek (or a new pefmil (f) Na wak af ury mamer aM4 W Uone CW wW ChenOe tne tlaWnl 11ow d waler ous:nl a dnirupe pro6lam. (s) conuacmr snan nouh the euxema inspeCW M^b•far Rq han in aMance fa all i sCecUons arW f7u11 receive wdCen a7Wmvld on IrtsVecbo^ caN beloro kp vriU~ N+raasWepM~asaf C~e ~,sl ~awinya uM W ear"bpu aMll not Dt ct rsWeE !o De s pertNl for. nw an aPProvaI d. any MdaEwi o/ tlre prONSbns . d the wiNup mOes a+nY oNr aWruncis law. Me a roW Wtinn. Chief Buiiding Inspector F )r Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE Ch IEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRI{ R TO INSPECTION 4H~- E4. City of Wheat Ridge Comm. Add Structure PERMIT - 061112 PERMIT N0: 061112 . ISSUED: 11/16/2006 JOB ADDRESS: 4900 MARSHALL ST EXPIRES: DESCRIPTION: bleachers - Creekside Park - City of WheatRidge CONTACTS gc 303/449-5176 Tim Black 01-9440 Black Roofing, Inc. OWNER 720/244-3306 Mark Ruote . PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUNID7ARY ESTZMATED PROJECT VALUATION: .00 FEES No Fees •a0 TOTAL •00 Comments: Subject to field inspection I hereby certify that the setback diatancee proposed by this permi[ appliwtion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenanta, easements or reatrictions of record; that all measurements shown, and allegations made are accura[e; that I have read and agree to abide by all conditiona printed on [his application and that I aseume full responsibility for compliance with the wheat Ridge Building Code (I.e.C) and all other applicabl.e Wheat Ridge Ordinances, for work under this permit. Plana subject to field inspection. Si9nature of contractor/owner date 1. This Permit was isaued in accordance with [he provieions se[ forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codea oE Wheat Rid9e, Colorado or any other applicable ordinances of the City. 2. This permit ahall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (H) [he buildin9 authorized is euspended or abandoned for a period of 180 days. 3. If th.ia pesmit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changea have been or will be made in the original plans and specifications and any suepension or abandonmen[ has not excee3ed one (1) year. If changee have been or if suspenaion or abandonment exceeda one (1) year, full fees shall be paid for a new permit. 4. No work of any manner aha11 be done that will change the natural flow of wa[er cauain9 a drainage problem. 5. Contractor shall notify the euilding Inspector twenty-four (24) hours in advance for a11 inspectiona and ahall receive writtsn apprwal on inspection card before proceeding with succeseive phasee of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the proviaiona of the building codes or any other ordinance, law, rule or regulation. All plan review is eubject to field inapections. Signature of Chief Huilding Offical date INSPECTION REQVEST LINB: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINE55 DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Certificate of Cornpletion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAW S OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 16733 Field Lighting OWNER: Ciry of Wheat Ridge ADDRESS: 4900 Marshall Street PROPERTY ADDRESS: 4900 Marshall Street Wheat Ridge CO 80033 - CONTRACTOR: C& R Electrical Contractors DATE 5/512004 CHIEF BUILDING OFFICIAL ZONINGADMINISTRATOR U 1 INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS BUILDING PERMIT N0. f ~ ~7? DATE ISSUED TYPE OCCUPANCY j OWNER CONTRACTOR - . ' ~C ~ , ; ,'1 ..~,[=~-:~r•.t-, y"~ - SETBACKSFROM PROPERTYLINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing h'OUR NO UONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) UO NOT F'OUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing Insulation Drywall Nailing Roofing Refrigeration Electrical Underground SEE ~ Final Electrical d 1c S~ S^O EL~G i. O rm Plumbing Heating & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping , OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Place in Front Window This Side Out 3•- io-o4 Q~ti~C vl- -.`aAx r,ukIc~., "~c,-. gc,c,•,a. },s.,t~ t~ra+~ Oic to ~~o.s~ r,-xc>~p'~ 3- I 2-o 14 Y> O K x "65t c('~ A r-5<-t (4-- b k~`<v ~ ~-tkA 3- 1 0-n(l ~2+*tis /.4 -1_oc~ QcaLe bqSa. CjI C ~ ~,oFW"COMMUNITY DEVELOPMENT DEPT. ~ m Inspection Services Division (303) 235-2855 OZoRpo° Correction Notice Job Address: _ 4 qnn r 0 ' w. h3 - ~ ~r ~ •,.1 4~ ~ )S . Q1'ZY"4~1 -c c Cx- c\ :11 YV 1\ ;1' r o ~ -\k When corrections have been n)jde, call for re-inspection at 303-234-5933. Date: ~ - l - o nspector DO NOT REMOVE THIS NOTICE F~-V T r~ Gkr~\1 i~r \ O,\I 'n C1 I _ - ' ~ ~ \1l COMMUNITY DEVELOPMENT DEPT. ~ m Inspection Services Division (303) 235-2855 cOIORCorrection Notice Job Address: o,_- > ~ When corrections have been made, call for re-inspection at 303-234-5933. n F~ -,A _ ,f-_ DO NOT REMOVE THIS NOTICE Mar 10 04 ❑2:06p LRURIE 3039860072 p•3 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 236-2855 Correc#+on Notice 'a~ tin733 Job Address' I-! ~t1 ~ ' • ` ~ .a < c t.s } ~n v 1 P. ~c' e w - c~r1' ~r ~ - 15 V~~ t c~ r QV, , 1' o k ~4 ~ -sG.~, T< 5 f ~ti f ` f C ~ p .w- ` \aj y- ] t \ , ^ \ Y \ v ~ < When corrections have been made, call for re-inspection at 303- 33. • i DO NOT REMOVE THIS NOTfCE ~ ~ i i i ~ 1 ' I ~ 1 { 1 ~ ~ 1 ~ ~ 1 I i i ~I { ...,_l COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76733 BUILDING INSPECTION LINE -(305-234-5935) Date : 2/18/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: CITY OF WHEAT RIDGE Property Address : 4900 MARSHALL STREET Contractor License No. : 21019 Phone : 450-6691 Company : C& R ELECTRICAL CONTRACTORS Phone : 303-450-6691 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; lhat I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance wilh the W heat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordinayces, for work under this permit. (OWNER)(CONTRACTOR)SIGNEDV e~ DATE~_Ig_O Construction Value : $0.00 Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use: Description : INSTALL FIELD LIGHTING AND PARKING LOT LIGHTING BUILDING DEPARTMENT USE ONLY : Zaning;Gomrri": SIC: Sq. Ft. Approval : Zoning : 43uiltlin~`G~ornmenEjs: ; Approval : Rr~plic J~V~rks Camrtien~s: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Colo2do antl to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances ot the City. . (2) This permit shall eapire it (A) ihe work authorized is not commenced within sixry (60) days fmm issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of ona-half the amount normally required, provided no changes have been or will be made in ihe original plans and speciflcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work o( any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Contrector shall notify the Building Inspector twenty-(our (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliin h successive phases of the job. (6) The f a p rmit the approval of drewings and specifcations shall not be wnstrued to be a permit for, nor an approval of, any violation of the pmvisi s 0 eV~Edes orany other ordinance, law, rule or regulalion. Chief Building Inis'pector Please sign Terms and Conditions on reverse side of page. oa w"E4r COMMUNITY DEVELOPMENT DEPARTMENT ~ 9o BUILDING INSPECTION IINE - (303-234•5933) CITY Of WHEAT RIDGE 7500 WEST 29TH AVENUE ~acrn,no° WHEAT RIDGE, CO 80033 •(303-235•2855) APPLICATION Property0wner: Lz, y Q ~ WttEA-, P.St c4- Property Address: ~9Q() M(} bL5 M A LL Conhactor License No.: ~ JQ ) ~ Company: Building Permit Number. Date: Phone: Phone: i 303 ~~SQ c~/ C~iL~~~<~zrAl C nl-~ , OWNERICOHTRACTOR SIGNATURE OF UNDERSTANqNG AND AGREEYENT I hereby certily Mat the selbadc dsUncrs proposeE by Nis pertntl aDPl~tion ae aatirate. ana tlo rwt vidale appiicabfe oMinances, riles a regulaoons ol the Ciry of Wheat Ritlge or covenan5, easements or msuic6ons ol record: Mat aC r+ieaswertients slwwn, and allega6ms made are aaurole, Nal I have read and agree to aDiOe by all condition5 pmted on Ma appiicalion arW that I assume full responsibilily for compliance wM Me Wheat Ridge Bui{d"ng Code (U.B.C) and aA otlier applicable Wheat Ridge Ordinances, Iw work under this pertn4 (OWNER)(CONTfYACTOR): (OWNER)(CONTMC(OR)-. DESCRIPTION: V~-~LD L~G HT Z,~V ~ O.~y Construction Value: S Permit Fee: $ Plan Review Fee: S Use Tax: $ I Total Fee: s I BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: zao+c cawerns: Approval: Zoning: BuKnu+c CawwEx,s: Approval: PueucWaucsCOwKNrs: Approval: 'C~cupanry.- 1v~;!s. .ce`. as R24dentlalt;rJls.- ~ I . Electrical license No: Plumbing License No: Mechamcal License No: Company: Company: Company: C-+ R,~ L~c~PZcaL Eupiration Date: Expiration Date: Ezpiration Date: Approval: Approval: Approval: (7) Thh pwmM rn ItswE MKcadna MN Mt porlYona sM bM M your applka6on anE it suDheU to Ut Im M the Strtt ol tdaa6o +nd ta Mt Zaniny Rpulatbna eW BWIFnY CoMt d WAUI Ridpe• Cdondo a any WM ppiobM ardnanca W the CMy. (2) 7hh prwA Mr expYm Y W the rM auMorl:eA M nol camenceE wMk skty (w) d+Y' h'a^ hwe Oee w(8) tM EuN6ip wNalxed b wspmME w ab+ndond Ia a o.ba a +r e.r. (7) 1 Mb Wvalt aVle", a nw VavA nmY bacyuMed M a Im d mMW the muM nomWY rpulM. VevidM no danya Am Wn or wN De mo0e N the aipinY pWn an0 spedllutlom md anP wsPMdon a WuiOOnmiM has nol acvo"d am (7) yw. 9 cMnyn Mw Mw a N w+Mnwon a abrMonmwt ncwds om 11) Ym. Ml iem dal M P+b br a nw prmll 44) Mo.onaaerremo.rae.eon.nr.ua+own.n,myeo.oi.n.cainiha.e,.inwe wobWM (5) CoMnqor MY nalYY qo Shillall^9 tisOKtor twerAY-low Rq Aows In Wnnn M Y inspectbm and sAaN ncW, xtlri WVa'Y on Mspebn card bdon p000D6np yrlM ao¢Malw W+ses M tlie IoE. (6) 7M hwarw oI a prmM w the +ipA'+l a~eseps md WKificati^ns shaN no1 M wnabutl te De a pvMl la, na an approvY o1, anY vbbUOn W the porisbns d 1ho hIlbing COdp Of Yly Otl1R pd11111p, has. filk M tpYt1bM. Chief Building Inspector ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15068 BUILDING INSPECTION LINE - 303-234-5933 Date : 1/28/03 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: CITY OF WHEAT RIDGE Property Address : 4900 MARSHALL ST Contractor License No. : 21255 Company : Designscapes Colorado Phone : 721-9003 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $127000.00 I hereby certity that the setback distances proposed by this permit application are accurale, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictlons of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U B C) and all other applicable Wheat Ridge ordinances, for wo7k under this permit. Phone : 303-4723576 Permit Fee : Use Tax : Total: $0.00 (OWNER)(CONTRACTOR) SIGNED ' ~DATE 11 / V~ U52 : 'T~ Description : RESTROOM ENCLOSURE (SAN-O-LET) BUILDING DEPARTMENT USE ONLY ~ SIC : Sq. Ft. : ;1:*"~- - - Approval : ~ Zoning : N04,0 PER REDLINES. 1123103 Approval : OKIDM Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (1) This permil was issued in accordance with the provisions set forth in yopur application and is subjed to the laws o( the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspen0ed or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-halt the amount normally required, provided no changes have been or will be matle in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. It changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage prohlem. (5) Coniractor shall notify the Building Inspector hvenry-four (24) hours in advance for all inspedions and shall receive written approval on inspection cartl betore proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of the building codes or any olher ordinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pemut Number: oF wHEqrP giJII.DING INSPECTION LINE - 303-234-5933 Date: ~ o CITY OF WHEAT RIDGE ' 7500 WEST 29TA AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~CORMO~ APi"p~i,y~g . . Hy-lsl{~li~ON Property Owner: ~,.'O~' w4"~a°T PropertyAddress: Phone: Contractor License No.: 7~ Company: Phone: 'hVfj 40*~ ' OR'NEIVCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ i ,W'000~ I hereby certify that the setback distanccs proposed by this pemtit app(icaHon aze accura[e, anddonotviolatcapplicabieordinances,ru]esorregula6onsoftheCiTyofWheatRidgeor permitFee:$ 91f covenants,easementsorrestricrionsofrecord;tk~aiallmeasuremeatsshown,andallegarions / made are accumte; that I have read and agree to abide by all conditions printcd on this Plan Review Fee:$ ~ ~ app]ieaIIOn md that I assume full responsibility for complianec with the Wheat Ridge Use Ta.lc:$ . Huilding Code (U.B.C) md all other applicable Wheat Ridge Ordinances, for work unda thispernu[. ..7JWhMy Total:$ DESCRIPTION: BUILDING DEPARTMENT USE ONLY ZONINO COMMENTS: ~ Approval: Zaning: 7a ~ ~ BUILDING COMMENTS: ~K. v~ J Approval: PU9LIC WORKS COMMlNTS: Approval: Occupancy: Walls: Roof: Stories: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expirarion Date: Eacpiration Date: Expiration Date: Approval Approval: Approval: (1) This pmnit was issued in accordance with the provisions set foeth in }row appGcation and is subject W the ]aws of the Sfate of Coloruto md to the Zoning Regulations and Buildi¢g Codes of Wheat Ridge, Colorado or avy other applicable ordinances af tLe City. (2) This pe[mit shall up've if(A) Ne work authorized is not covunenced within sixry (60) days from issue date or (B) the buildivg authocized is suspended or a6eudoued for a period of 120 days. (3) If this pexmit expires, a new permit may be acquircd for a fee of one-half the aznount norfially roquized, provided no changes have bern or will b< made in the original pleus md specificafions and eny suspeasion or abandonment has not exceeded one (1) year. If chmges have beev or if suspevsion or abaudonment ezceeds one (l) yeaz, full fees shall 6e paid for a new pemut (4) No work of any mamer shall be doae that will change Ne naturil flow of water causing a drainage problem. (5) Connactoi shall noCty the Building Inspector twevry-fow (24) Lours in advan<e for all inspectioas aad shal] receive wnttm appmval on inspection card before pxoceeding with suecessive pLases of thejob. (6) The issuance of permit or the approval of dmwings md specifi caROns shall not be conswed to he a p umit foq nor an approval of, any violati on of t6e provisio¢s ouildi¢ycodes or any other ordinavice, law, rule or ragWaaon. , ~ O U V wO y ¢ p 4 Q ~ ~ZO~mymj S ~ a N O V II oi z II ~ £I w mmlol , Iw'u ol_I'sl~-i ~ h I QC ~ c~ ~ ~ L ppk ~ O N ~ C p 1 L U ~ N' ro P ~ C-1 d.a.3 C1 C ( ~ ❑ ~ ~ t( ~ y ~ .c .s - o-.i 1 ~ - - I - I ~ ---H ' wrv .e -u- ~I i ~ a~ - 6;T - r ml~3ljlj~, ~p ILL I-ii ~ :s ~ < ~ M O c`J O O N n N GENERAL NOTES VDRIFT WHITE) COLOR OARK GREEN JRE COLOR DARK GREEN BAR COIOR DARK GREEN 2EEN COLOR OARK GREEN JMNREVEALCOIOR DARKGREEN COLLARCOIOR BVRGANDY L STRUCHURAL STEEL SHALI BE DESIGNED, DETAILED, PABRICATED, ANO ERECTED IN ACCORDANCE WITH 1HE AISC MANUAL OF SiEFL CONSTRUCTION. 9TH EDITION ANI) AISC CODE 0F STANDARD PRACIICE FOR STEEL BUILDINGS AND BRIDGES. 2. STEEL SHALL CONFORM TO ASTM A500 GRADE B FOR STRUCTURAL NBING AND ASTM A53 GRADE B FOR PIPE. ALL 07HER STEEL SHALL BE ASibt A36 U.M.O. 3. ALL BOLTS SHALL 8E 03/4" A325 U.N.O. 4. ALL BOIiED CONNECTIONS SHALL BE "SNUG TIGH7". (Snng tigM is defined os the "fullest effort of o worker with on ortlinary spud wrench": re AISC Handbook //SBH-1, p9. 56). UPSET THREADS AFiER TIGHTENING. 5. ANCHOR BOLT TOLERANCES SNALL BE PER AISC CODE OF STANDARD PRACTICE SEC110N 7.5. 6. ALL SHOP N'EIDS SHALL BE E71T-1 FCAW OR E7018 PER AWS D7.1-98. 7. ALL FlELD WELDS (IF REqUIRED) SHALL BE E7018 OR NR-211-1AP PER AWS D7.1-98. TOUCH UP PAINT AFTER WELDING. 8. 20 GA. BHA NU-WAVE ZINCALUME DENVER ROOF DECK SHALL BE ATTACHED TO STRUCiURE, INCLUDING PURLINS, WI7H HIITI 22P8 PAF OR #12-24 X 1 1/4' HWFI TEKS/5 0 12" O.C., FlELD PAINTEO TO MATCH OECK. 9. FLASHING AND PEAK CAP SHALL BE ATTACHED TO ROOF DECK W17H #8 X 1/2' HWH TEKS/3 0 24' O.C., FlELD PAINTED TO MATCH FLASHING_ 70. PRIME PAINT SHALL BE 7 S/C DEVOE DEVGUARD 4760, DFT 2.0-2.5 MILS. PER SSPC SP6 FOR COLUMNS OR POSTS, SSPC SP7 FOR DECK, AMD S5PC SP2 FOR ALL ELSE. 17. FlNISH PAINT SHALL BE 1 S/C DEVOE DEViHANE ALIPHA7IC URETHANE SEMI-GLOSS ENAMfL #378 OR EOUAI, DFT 2.0-3.0 MILS. 72. ROOF TO BE SHOP ASSEMBLED N O O f\f O ~ ~ ~ ~ /Z■ 449 O ~ / ~ ~a O f°t9 V ~ ~ z ~ ~ ~ ~ ~ ~I1~rAL Pr,ANS REa,EAsEr~ F~~ ElraE CT 10 IiT ST12X20T NOU 2 0 2002 BACdi CUr1AGES V6'ILI. $E ALF O}.z'--, I 'LBR iV1A2'ER3:= Y> y,,-q NOiE: COLORS SHALL MATCH DENVER PARKS STANDARDS (CALORS AND APPLfCA7fON ftATES) FiNAL PLAt~ REL.EABED NOV 20 2002 ~ FOR FABRICATION Ip 16ATE REVISION 1NAME T%hunmtl¢nlaTSpA+' mY'vOVnuknvrtvi~'sNeud¢MepronhWCFMPAIOFNJER MOMW R.YS X rs Av'~N br lY nNess P^Psse ~to+TM h lx tru~vntlfal Neitlar M Emamnl m Me i~lo~ma4nNimmk0Ge2PIeJ.usMmtrarsknetlwlCwlnpr%~YtiRnMmi lmFU~CFNIRfL~ENJER IqOAM140PK5 RlC. OS03LQRPqLDEHVEfl WOMVOIIKSINC. Wpp; 1329 (DR Vpy STRIICTURE: RENAISSANCE APEX ST 12C20T ntoptTu: sr»x2o 4 LO(:ATION: WHEATRIDGE,COs CUSIOMER: COLORA00 OESIGNSCAPES, INC. ' NOTEtREWfREo WN BY. SWM I CHFCKED BY: h'/1 i DESCRIPTION: GENERAL NOl ES I SHFET: GN7 F1NAL-RELEASED FOR FABRICATION 1111512002 PAGE 1 of 38 SCREEN PANEL ASM_MPST12v20 PB' COLUMNIPIO' COLLAR, C&45a I o e e • ~ \SCREENPANEIASM,.MPST1220 _ `P /SCREENPANElASM,.MP5T1~ f 0 ! P8' fA W MN/P10` COLIAR..C8-90a 20' 0' { ~ 8. 6. fi PL 3f4x16.8P16-I5, ANCHOR 60LT_AB1 i'E' - - P8' COIUMNIPtO' COLIAft.CB-0Sa O O / 1'NON-SHRINKGROUT,VOID,VOID ~ SCREEN PANELASM..MPST'12X20 / KOMWPIO' COI.IAR.,C&90b A ~ ~ - _ / ROOF OUTLINE A COLUMN/P10' CAW+R.CB-05c FINA]G PLAN5 REY.EASEb FOI2 ERECTyC3N ~ NOU 2 n 2002 r ~ > N o e~ ~ ItiO'FE: ?yO13ACd; CiZ?iRGES Wd7,L SEALLO!?:'p'-') 1 QN F.A33t9a'2 OR 1LIA2'ERI t r >r'_•: x. ~ Q _ . _ oN . ~ r ~ ~ CQ ~ ANCHOR BOLT PLAN-ST"12X20T O z \SCREEN PANEI ASM.,MPST12X20 - \ o e 1 117 EXPANSIONJOIM.VOIO.VOiD T ~J eq. e 318-16 A307 00LT1NUT/WASH,VO0, I \ I \ i F__I ~ o I a~- - , m I ~ I \ g• g- ~ DETAIL 1 ANCHOR BOLT..A01 ZO SLAB.VOID.VOID F. w 12' E%PANSIONJOIM.VOID.VOIO I I II II I I a o \ I11 I II Iil II I \'U q ll II n , ~ I I ~ PL3/4x1fi.BP7G]5. 1111qll y Ili ~ ~ I t 1'NON-SHRINKGROUT.VOID.VOID 1- 41 P- 1++i-- I I D30'CAISSON.VOID.VOIU ~ II I I I II I I II ~SC~Y rl___ ____FC2Cap II (L1~~ ~IJJf II I - 1I SECTION A F9NAL P1ANS MLEASED Nov 2 a 2002 FOR FABR1CAi`ION , 1# IDNTE ~REVISION INAME T's tlmmml m~ W rs p^P '~Y'uJmmebn u1id~ b Ne mAMe Pro~N d CcMP LL OFNJER iaoMVOwa. nnmeara m~aw~ wo~mmmeenxo-mma~.uw~c m.aa~mm~ w. :ao~eo. neam e m e. wv~a. ~e a ym+n.~a we~n ov~• o.~~+u~ c~urwu oeuvFx ixwwow~s ixa m aaaz cEVrwu va~vR iaarr.vwms roc. Wp~ 1329 HEVpqu STRUCTURE: RENAISSANCEAPEXST-02X20T MODEL#: Sr12X2o LOCATION: wHEnt NIDGE, Co. ~ CU570MER- COIORADO DESIGNSCAPES. INC. NOTE: 1 RFOt11RED DR4WNBN: SWM ICHECKEDB`FrrP(r DESCRIPTION: ANCHOR BOLT PLAN SHEET:A81 FINAL-RELEASED FOR FABRICATION 11/15/2002 PAGE 2 of 38 FASCIA ASM.ST138X240FT. - I PB'COLUMWPIO'CALLAR„CB-05a ~ O ' HIP ASM,ST138RT. FASCIA ASM 2,ST138FT. P \ ~ ` H~ Z f ~ o \P8' COLUMN/P10' COLLAR.,08-45b 20'-G I 4 3' I P8'WLUMN/P10'COLLAR.CB-90a v4 o ~ Q - ~ - I I ~ CEMERHIPASM,ST138%240CRT, o~ PB'COLUMWPIO'COLLAR„C&90b\ ~ , \ • 0 \RIDGE ASM.ST138X240PT. \ CEMERHIPASM,ST7'O°?'"^^T. N 2 0 2002 O ~ p~~q O OFd LA4~ ACK C~iZCES WILL BE ALL,OV6'r'-, U G}2 MAT'ER3s A. 1 ✓\T - . O 0 ~ ~ z FRAMING PLAN-5T12X20T q'_3. Pe' COLUMN/P10' COLLAR..CB-95c a F1NAL pL-A16 R~LEAgEp 1# iOAiE ~REVISION INAME NOV 2 Q2OO/j Y Tliklaumml cdJan+p^Pi~Y i&mefm w1Ni's Eie vNUire quulY tl CENIPI~L ~EN VER Momn&nPaNnkbbmi'vl.i¢Mwtran5frne0Kl~fWeIN~xatenM~hmnCEMMLUENVER IROMYOPKSkK. OSW2CEMPAL OENVERIRWf~WiO(5 MG Wpq: 1329 v OR ~~~Ri~ (STRUCTURE: RENNISSANCEAPEXST-12X20T s~E~rEq t MODELp: ST12x20 ~ ~l~~~ a~ ~7 w y J LOCATION: WHEAT RIDGE, CO. s e'ICUSTOMER: COLORADO OESIGNSCAPES. INC. NOTE: t RECIUiHtU DRAWNBY: SWM ~CHECKEDBY~~h DESCRIPTIOM FRAMING PLAN ` SHEET: Ei ~ FINAL-RELEASED FOR FABRICATION 11/15/2002 PAGE 3 of 38 I f e FASCIA ASM 2,ST138FT. 1 ~ i . , ?(p~ I ~$15Aj„~ PLA~7~` r q ~17+ FASCIA ASM.ST738X240Fl. 1 ~v ~~L~P'AE.,. ~ ~'+OR E~'c~',CTION nen ~ - rs 4.2,v4sn38Hn, PL 1l2 6,RCP69, Aomlbk TS 4x2x0250.ST138%240FT1. waft TS 4xh0.250,ST138X240P(1, LU o T54x9i0.250.5T138X240CRT1, ~ j 3 ui Z im TS 19x2u0250,STHC25, LG ~ TS 4x2xt/4.ST738RTt, _2 Pl 1]9,6.RCP69. 7 PL 112,(6.RCP69, . STH25 ~ TS 12 2N250 . . K PL 1~6,RCP69. ~O.ST138tTi. Pfi 112e4.STt38FB. J TS 4x2v V4.ST138RT1 " FB 114x7 112.STRTb2 / FINAL PLAANG RELEA3f D NOV 2 0..2002 FOR FABRICATION TS 4x?x1/4.ST138RT1. 0 N 0 ~ ~ z O 4 Y 1 ~ TS i~z,o.uo.sniczs. Pl FB 114x1 7fl6.STFirb1. 7VP.% TS 4x2x0250.ST138X290PT1. /f'~IF 1 a Fe iroxi vzsrnnz FASCIA ASMST138X240FT. 5 \ p ~ ~ 4 H - / po TS 1Z~0250.STH25. ; C) , C TS 4x9c0250.5T138X240Ff7. * !o _ ` T n F8 1/2x2,ST738%2401 8. , , `x < N O ~y \ 1 pv! yty N ;-3~ \ TP./ TS 4x9c1/4.ST738RT1 eI w . ~ r z~ F01f4x2.STH25b1. y 31161 31161-`~ \7YP. ~ G ~ ~ 1/e v h. °~J I ~ TS 1~20.250srH25. 0 \ 45° G ~ PLt/&6.RCP69. i 1/4V \NP. DETAIL 4 ~ TS 4x2x0.250.ST138X240CRT1, l \ FB 112x2.5T138X240F0. \ TS 4x2x0.250.5T138X240Fft. HIP ASM,ST138RT, - _ - / M TS4x9x0250.ST13BFi1, 1 \ TS Oxht/4.ST138RTt. I I flf~ f DETAIL 1 \ PL 1/~6.RCP69. TS 4xDc0.250,ST139X240CRT1, WELD DETAILS-ST12X20 , I TYC \ TS 4xJx0250.ST138X240PT1, i \ ~ /NP. ~ / 3116V 1/B / \351DES \NP. DETAIL 2 0 45° G TS 4y.2X0.250,ST138X240PT1. 3/16V 4x2x0.250.ST138X240CRT1, F81/4x1 7A6.STR761. TS ST138Ff1. TS 4x2x1/4.ST138RT1, / v TS 4x7x0250.ST138X240FM. T,P \ 1/BN 11244 ~ veV vz-za 3/i6V \TYP. ~ G 65' \ 0 3116 V /TVP / . 3l761~\ ~ \1 0 45° \ 1 EB 1/2<4.ST138F8. ~ 31161'\ ~ ' / T P 3/16I\ ~ 0 45° DETAIL5 \F81/~2,ST138X240F8. Itt IDAiE iREVI510N INAIdE TldcJxnmlvnmu5 %M ` ~Y'vdame~lwlwl~sOCeaMiue%ape+NdLEMflAL DQNEF IPIXlNORKS.Haka ElvEieeryretsW~puveG ixG° n2clnrcmlW.NdYe+tlnby+nrcn~~/Va Flemu5cn NcreF kb ba~led~¢eOntransMretlMJU~lepesvXtlm Wml~' ~ hun CEMRALOQJVEfi IPOMYOPN$ WC 02C42CEMML~M~RIRCNW00.K5 WG WOIk: 1329 ' sHE~rER ~STRIICTURE: RENAISSANCEAPE%ST-12X20T at < i MODEL#: sn2x20 `LOCATION: wHEATRIOGE,CO. ~ m .;CUSTOMERt COLORAOD OESIGNSCAPES. INC. ~ 'e *u % , NOTE 1 REauIfitu I DRAWN BY: SWM 1 CHECKED BY"Tt°!3 ~ ~ DESCRIPTION: WELD DETAILS SHEET' Wl ~ FINAL-RELEASED FOR FABRICATION 11/15/2002 PAGE 4 of 38 DETAIL 3 a W ~ ~r ~ =f~ o AF N ~ T n o f~ a If'L ~ ~ ~ 19 Gq RI06E FLASHING,ST138X240PF, / ~ t 1 SCREEN PANELASM..MP5T1a20 ~ ~ ~ 8' 6' ELEVA7iON-S712X20T SCREEN PANELASM..MPST12X2f1 • 8'E ER DECK,ST138X240BHP, I~F81/32,ST138X240F8, I \FASCIA ASM,STt38X240FT, ~ I ~ I ~ ~ i lVOV 2 Q.2002 sLna.voio.voio /030' CAISSON.VOIO.VOID / / , FOR FABAJCATION I# IWTE IREVISIUN INAME vnorRiErurvH`+'~iucur Th'¢EOammlmibiTSCpV~dryNMr4Ynuii6lkNeerd ueprtqe~lyMCENIRAL~FNJEA IROMYOflKS Xcka~W W M~en WPoV Cxn~ AOre PammitlaL NnllwCatlmmeNmrtlw nfwmaWnNazeFebEa Jr4.imtlmvuski~eJWlaMe+R ~'~ri11a~WNVlanfmmCEMRAL~6WER tltOMVORI6 WG 02W2CWIMLOIN cRIftONWOPK5INC, WO#: 1329 yNEIiE,~ STRUCTURE: KtNAISSANCE APEX ST-12X20T MODEL#: si12x20 L(H:AT10N: WHEAT RIDGE, CO. a; CUS70MER: COLORADO DE9GNSCAPES, INC NOTE: t kEaUiaEo DRAWNBY; SWM I CHECKED BY' i Ut5CRIPIION: ELEVATION SHEET E2 7 ~'Z ~ ^ irb(~ +ZJ n < ~i t. 7p ~Y ~r b~ ~ ~ C i~ O N O O N ~ ~ ~ ~ ~ ~ Pe' COLUMN/V10' COLLAR.,CB-06~ `FINA1 PiANS RELEASED FINAL-RELEASED FOR FABRICATION 11/15/2002 PAGE 5 of 38 Q PL 14GAx7 1875 PCST52. ~ ~ ~ ~ap, SCREENPANEIASM„MPSTih20 ` 2 I SHIP LIST I ASSEMBLY INSTRIJCf!pN55T MODFLS WITH SCREENS_ REV QTV SHIP pESCRiVTION NOTF MASS ' I I I I BSI IMASSL , LEVEL,ANDPLUMBONECOWMNANDSNLIGANCHORING NUS 11 IST12%20 IROOF FRAME ASM SHOPASSEMBLE 1446.6I3706 ~ 1446,671 IZ IC&450 IPB'COLUMNIPIO'COLLAR I 408243530 ~ 816.487 I Z,SETANDLEVELREldAININGCOWMNS,LEAVINGANCHORING 11 lC845b (P6'COWMNlP1a"COLUift ~ 1407.626770 I 407B471 NUTSFINGERTIGHT I1 IC845C IP8'COLUMN/PIO'WLIAR I 1407.626~0 I 40].82]I 3.ATTACHSCREEN$LEAVINGNUTSLOOSE. Ii ICB-9Qa IP8'COWMN/P10'COLLAR ~ 1408.860291 408.861 I It IC&90b IP8'COWMNIP1a'COLLAR I 1407.626770 1 40].62]I 4'pTTACHRWFWCOLUMMS. I5 JMPS712x20 ]SCREENPANElASM I I146261444 1 7313071 S.SNUGALLNUTS. 1 112 INUPW INi1T3/4' IFlELDBOLT 1Q2035 1 2.4421 I 124 IABI ANCHORBOLT I I3.4250 1 8221 "INA,]L Pg,41~,,~ REI,E EREC"TIf3N S~I~ ~ ROOF FRAME ASM.,ST19(20 zP8' COLUMN/P70' COLLAft..CB-45c ASSEMBLY DIAGRAM-ST12X20T FOR FAVI,ICAr E IREVISION INAME IflOMl'Olil(S Xu1weEHEieeweaqvpcse Waiy cMEaemXal. NefNa CaEmenm~rwtT+ iikmabi~Nael ¢bMmW. i.~cetln4ar.mmE~eNmaD~+wPoenP^~^^6mnCENIRAIOBJVER WOMNOIiKSPJG m3W2LENIFALCENVERIR0.VNOPK5INC. WOli: 1329 (DRA q' I S TRUCTURE. RENAISSANCE APEX 5T92%20T " MODEL#: SrI2x2o yLOCATION: WHEATRIDGE.CO ~ CUSTOMER; COLORADO DESIGNSCAPES. 1NC~ INOTE: 1aE(IUIREp WN BV: SWM I CHECKED BV:T+ ±l +DESCRIP710N:ASSEMBLYDIAGR4M $HEET'E3 / FWAL-RELEASED FOR FABRICATION 11/1512002 PAGE 6 of 38 F / ♦ . ~ I I l~ tJOU 2 0 2002 fliv Li~,'3L'c s I+Tf?Tti,.?1Ifl ~R E~GES WI.~.€, BP ALL~31?;r-,-• .+.Tiqse•{~f.r.••, 'L 3/4x16,8P1b15. i/2 EXPANSIONJOINT.VOIO.VOID . SLA&VOW,VOW \ ANCHORBOLT..ABi \ D30' CAISSON.VDIO.VOID NUT 3/4'„NUT750 \ FB 1/4x2.CPS. SCREEN PANEL ASM, MP5T19c20 ~ ~ . Pl t/9x6.RCP69. ~ I I I I ~ I I t ~ DETAIL 1 SB 318 z 1 14.A307H638114, WASHER 3/8'.N01W38. NIfT 3/e',A307N38. I FB 1/4x2CPL, i DETAIL FlNA! PLA~g mr-ertEASED NOV 2 Q 2002 n EC2 0 20~~ Jehn & Associates, Inc. Professional Engineers and Surveyors STRUCTURAL CALCULATIONS For RENAISSANCE APEX ST-12x20T COLORADO DESIGNSCAPES, INC. WHEAT RIDGE, COLORADO Prepared for: CEN'I'RAL DENVER IRONWORKS 4245 FOX STREET DENVER, CO 80216 WO# 1329 Prepared by: Jehn & Associates, Inc. 5855 Wadsworth Bypass Bldg A-Suite 100 Arvada, CO 80003 Project No. 1054-202-175 December 19, 2002 SERVING OUR CLIENTS WITH QUALITY SOLUTIONS SINCE 1982 5855 Wadsworth Bypass • Building A- Suite 100 • Arvada, Colorado 80003 (303] 423-6036 •(800) 547-JEHN • Fax [303] 467-9438 • www.jehnnengineering.com JEHN & ASSOCIATES, INC. Professional Engineers and Surveyors GENERAL INFORMATION... - Project: Colorado Designscapes - Wheat Ridge, CO Job No.: f0542 02-1 75 Date: 12113102 - CDI W.O.#: 1329 Skylark Shelter System: APEX ST-12n20 designer: EJG Shelter oimensions: 17.5 ft x 20 R Enclosure (screened on 3 sides) Jehn & Associates, Inc. has performed a structural review of the steel-framed structures for the above project. The following design loads were used for the review. Roof Live Load - 30 psf Wind Load - 100 mph, Exp. B The purpose of this review is to provide reaction load values for use in designing the foundation for the structures, to verify overall structural stability, and to confirm that the principle members and main connections have sufficient capacity to support the design loads. Supporting calculations follow. Steel tubing is 46 ksi steel, typical unless noted otherwise. - W/ND LOAD/NG... P= CeCqqsl„, [Wind Pressure - 1997 UBC Chapter 161 C. = 0.62 [for sWCture < 15 feet high, exposure determines] -Cq (iaterap = 1.3 (on vertical projected area) Cq (upiitt) = 1.3 [on horizontal projected area] qg = 25.6 psf [wind stagnation pressure, wind speed determines] - I„, = 1.0 [importance factor] P(~aterep = Z0.6 psf VeRical Wind Area = 245 sf (Approx.-EIev.J P~„P~;„~= 20.6 psf Horizontal Wind Area = 240 sf (Approx.-PlanJ Total Lateral Wind Load = 5.06 kips [P x Vert. Wind Area] Total Uplift Wind Load = 4.95 kips [P (,p,;,,)x Horiz. Wind Area] Number of Columns = 6 Per Column Lateral Wind Load - 0.84 kips Per Column Uplift Wind Load = 0.83 kips 1054-202-175 12/19/2002 chm Apex-ST-12x20Lxls Page 1 GRAVITY LOADING... Snow Load = 30 psf Dead Load = 10 psf Per Co/umn Axia/ Load - 1.60 kips COLUMN CHECK... Fy = ss ks! Fb = 23.10 ksi Column Heighf = 8.00 ft [ASTM A53 Grade BJ Distance between columns = 8.50ft 8" DIAMETER PIPE COLIIMN Maximum Moment= 6.75 k-ft I feQtl = 10.26 inA4 I= 72.50 inM OK Maximum Tenslon = 0.83 klps S,aqa = 3.51 in^3 S= 16.80 iM3 OK Maximum Compression = 1.60 kips Pma, = 1.60 k Pailow = 166 k OK ROOF MEMBERS... Fy = as ksi Fb = 30.36 ksi Tension Rinq Span = 10.00 ft Reaction = 0.58 kips (Fascia Tube) Tributary Width = 2.88 ft Ma x. Moment = 1.44 k-ft Uniform Load = 115 plf 1,a4a = 3.0 inA4 (usso T.L. denecrion) S ,eQa = 0.57 in^3 MEMBER: Ts 4 x z x 1/4" TENSION RIriG I, = 4.69 inA4 OK S„ = 2.35 IM3 OK Hip Members (Corners, similar U Centers) F Interaction (Combined Loading)... Axial Load + Mmax Axlelauow Mallow 001098 + 0.14801 1054-202-175 12119/2002 chm w = 283 plf W = 1.15 kips T= 1.15 kips R= 2.30kips F= 0.45 kips F L1= 8.13ft L2= 2.12ft L3 = 6.01 ft H = 3.92 ft Mma. = 0.88 k-ft Axial Load = 0.45 kips I .eqd = 1.36 inA4 MEMBER: TS 4 x 2 x 7/4" H i P S, = 2.35 in^3 MaI,ow = 5.95 k-ft OK Axiala,,ow = 41 kips OK I„ = 4.69 in^4 OK 1.0 = 0.16 OK Apex-ST-12x20T.xls Page 2 (1/3)U (2/3)l1 Tension Member... F= horizontal force from hip T~A'&AJAILTItNg.lt]I!l. RING A = 2.59 in^2 S, = 2.35 in^3 F T T= -0.32 k (tension in lascia members) ~ - f, _-0.124 ksi fb = 7.34 ksi T F, = 27.6 ksi Fo = 30.4 ksi f, + /b < = 1.0 _ Fr Fe -0.00448 + 0.24178 = 0.24 OK 1054202-175 12/19/2002 chm Apez-ST-12x20T.xls Page 3 CONNECTIONS CHECK... COLUMN BASE CONNECTION No. of Bo/ts = Bolt Diameter = Bolt Type = Bolt Capacity in Tension = Bolt Capacity in Shear = Connection Capacity in Tension = Connection Capaciry in Shear = (Bolts embedded 12" in concrete, w/ 343 ties Q 3" o. c.) 4 0.75 in A307 3.93 kips [Table 19-D, UBC, 7-7/2" edge distance, w/ 113 increase for wind] 5.73 kips (fable 19-D, UBC, 7-1l2" edge distance, w! 1/3 inCrease For wind) 15.7 kips [T auowab4j T acma~ = 0.83 kips OK 22.9 kips IV allowable] V a~n,ai = 0.84 kips OK Al/owab/e Loads C Column Base A. Weld Q column to base plate (114" fillet)... S„,eitl = 16.15 in^3 (Tauow= 21 ksi Mallow = 28.3 k-ft Va11ow = 127 klps 8. Anchor8olts... distance between bolts = 12.00 in Mallow = 7.86 k-ft «CONTROLS Va1iow = 22.9 kipS «CONTROLS C. Allowable Horizontal Force Q Top ot Column... Fanow,cowmn= 0.98 kips (per column) - Fanow, :o-mwre = 5.90 kiPS (for 6 columns) _ D. Interacfion 9 Anchor Bolts (total connection)... Actual Bolt Tension from Uplift = 0.64 kips (percolumn) Actual Bolt Tension from Moment = 3.37 kips (percoiumn) Actual Bolt Shear = 0.84 kips (percolumn) 5/3 5/3 Tension + Shear (Allow. Tension, Allow . Shear Macmai = 6.75 k-ft OK Vacwal = 6.00 kipS OK Facwal,column = 0.84 I(IPS OK Factual, sirucwre = 5.06 kIPS OK Allowable Tension = 16 kips (per coiumn) Allowable Shear= 23 kips (percowmn) = 0.36 < 1.0 OK 1054-202-175 12/19/2002 chm Apex-ST-12x20T.x1s Page 4 COLUMN CAP CONNECTION No. of Bolfs = Bo/t Diameter = Bolt Type = Bolt Capacity in Tension = Bolt Capacity in Shear = Connection Capacity in Tension = Connection Capacity in Shear = Interaction (Combinei 2 0.75 in A325 19.4 kips 9.3 kips 38.8 kips [T allowable] 18.6 klp5 [V anowable] f Loading)... r actua, = 0.83 kips OK V actual = 0.84 kips OK T aclual V aclual 1 .Q T allowaDie V allowaEle 0.021 + 0.045 = 0.07 OK 1054-202-175 12/19/2002 chm Apex-ST-12x20T.xls Page 5 ROOF CHECK... Rool Manufacturer Roof Type, Panel Gage, Panel Thickness. Panel Yield Strength Screws. Screw Spacing. Purlrn Spacing Screw Head Diameter Screw Pullout Capacity UpIiR Pressure BHP Steel Building Products Nu-Wave Zincalume 20 0.036 in 30.0 ksi #12-24 x 1-1/4" HWH TEKS/5 @ 12" 12 in 5.75 ft 0.375 in 750 Ibs 20.6 psf Uplift Force (per screw) = 119 Ibs Allowable Force (tearing of panel) = 677 Ibs Allowable Force (screw pullout) = 750 Ibs Allowable Panel Span = 7.58 ft Panel Span = 5.75 ft > Uplift Force - OK > Uplift Force - OK (20 Ga. W/ 30 psf snow load - single span condition) OK FOOTING REQUIREMENTS... Max. Uplift per Column x 1.5 = Axial Dead Load per Column = Design Uplift /or Fdn = Pier Diameter = Pier Area = Pier Circumference = 1.24 kips 0.40 kips 0.84 kips (upliR' 1.5 - dead load) 24 in 3.14 sf 6.28 ft Weight of top 3-ft of Fdn = 1.41 kips (resrsting rorce) Reduced Design Uplift for Fdn =-0.58 kips (design upliR -weighf o/top 3-R) Assumed Skin Friction = 500 psf Additional Depfh Req'd to Resist Uplift = -0.18 ft (length o1 skin fnction beyond 3-tt used as resistance) Minimum Req'd Total Fdn Depth = 2.82 ft (3-ft + Additional Depth) Design Depth = 3.00 ft (minimum 3'-0" for frost protection) Max. Axial Load perColumn = 1.60 kips (dead load+ snow load) Pier Weight = 1.41 kipS (using design depth) Design Vertical Load for Fdn = 3.01kips (deadload+snowload+pierweighf) Minimum Req'd Soil Bearing Pressure = 959 psf (fo resist design vertical load) 1054-202-175 12l19/2002 chm Apex-ST-12x20T.x1s Page 6 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14921 BUILDING INSPECTION LINE - 303-234-5933 Date : 12/11/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: CITYT OF WHEAT RIDGE Property Address : 4900 MARSHALL ST Phone : Contractor License No. : 18555 Company : Santa Fe Electric Phone : 291-1988 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certiry that the setback disWnces proposed by this permit application are accurate, and PBffilit Fee : do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee : $0.00 made are accurate; that I have read and agree to abide b all conditions printed on this USe TaX : $0.00 application, and that I assume full responsibility . co li ith Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat- ' e o in s, fo ork under this permit TOtal : $0.00 (OWNER)(CONTRACTOR) SIGNED , _DATE,,~4' Use: Description : RE-VAdRE SCOREBOARD, N W 200 AMP OVERHEAD SERVICE FOR SUB PANEL BUILDING DEPARTMENT USE ONLY 00400" SIC : Sq. Ft. : Approval : Zoning : 0 40ft 0A OKAY Approval: DM 9-90_ . _,WI Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18555 Plumbing License No : Mechanical License No : Company :Santa Fe Electric Company : Company : Expiration Date : 2/28/03 Approval : DM Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issued in accortlance with ihe provisions set forlh in yopur application and is subject to the laws of the Sfate of Colorado and to the Zoning Regulations and 8uilding Code of Wheat Ridge, Colorado or any other applicable oMinances ot the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (80) days from issue date or (B) the building authorized is suspended or abantloned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee o( one-half the amount normally reQUired, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changas are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done ihat will change the natural ilow of water causing a dreinage problem. (5) Contrador shall notiy the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before proceediing with s ssive phases of the job. (6) The issuance of pe it o t roval of tlrawings and specifcations shall not be construad to be a permit for, nor an approval of, any violation of the pmvisions o bu' ing any other ordinance, law, rule or regulation. Chief Building Inspect r DEPARTMENT OF PLANNING AND DEVELOPMENT oF wHEqr ~ BUILDING INSPECTION LINE - 303-234-5933 ~ m CITY OF WHEAT RIDGE 7500 WEST 29TH AVENLJE WHEAT RIDGE, CO 80215 - (303-235-2855) ~,y t~p~p~~ ,yHA~Lp4~IidN4{' 4~ Property Owner: G y-ty O/- WH 4 T Property Address: llC' OQ 7V I/1 je SHd L L Phone : Contractor License No.: p Company: s# et f~F FG .h L T Phone:30'~~ - o~ 9I'/S,g9 OWNER/CONIRACTOR SIGNATORE AGREEMENT I hcroby certify that the setback distances proposed by this pecmit applicatlon aze accurate, md do not violau applicable ordinances, mles orregulatlons offfie CiTy of Wheat Ridge or covenants, easements orreshicrions ofrccord; thatall measwements shown, md allegaaons made aze accunte; that I have read md agree to abide by all condifions printed on this application md that I assume full ruponsibihty r mpli ce with the Wheat Ridge Building Code (U.B.C) and all other app ' able at e di9 ances, for vrork under thispemrit. (owrrERxcormucroa): DESCRIPTION: e" / ~'Zb- CC,SiZC ~COOLEBoaLiO SE2v.~ l~orw2rL FodL sur3 (-'1 ✓Lj Z7S Building Pemut Number: Date: CORSt.7l1Ct10II v31ll0:$ oy~~ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Rceg W 41 F' dueP-/fP,.r,o BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONINO COMMENTS: Approval• Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS Approval: Occupancy: Walls: Roof: Stories: Residential Units: Eleclrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expirarion Date: Expirarion Date: Expiration Date: Approval: Approval: Avproval: (I) T6u pexmii wu issued in accordance with the provisions set firth m yow applicatlon md is subject m the laws of the State ofColomdo and to the Zoning Regulations md Building Codes of Wheat ffidge, Colorado or avy other applicable ordinances of the Ciry. (2) This pmnit shatl erzpire if (A) the work authonzed'u not commmced withiu sizty (60) days from issue date or (B) the building authorized is suspended or abaudoned for e period of 120 days. (3) if tLis permit eacpues, a new pmmit may be acqu'v<d kr a fee of ove-half the amount vo}mmally required, provided ao chenges have bem or will be made in the odginal plans and specificaaous md any suspevsion or abeudoament hac not exceeded one (I) year. If chmges have been or if suspevsion or abandonmmt exceeds one (1) yeat, full fees shall be paid for a new pemut (4) No work of avy manner shall be done that will change the naNral flow of water causing a dreiuage problem. (5) Conhactoi shail notify fhe Building Inspecmr Nreuty-four (24) hows i¢ advanc< for all inspectlons md s6a11 ceceive written approval on iaspectlo¢ cerd befaee pzoc<eding with successive pheses of Nejob. (6) 'he issuance of emut or the approval of drawiags md specificatious shell not be covswed ro be a pertnit for, uor an approval of, my vio]afion of tke pmvisions of ding codes or any otha ordinance, law, nile or rogulation. I DEPARTMEN7 OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 14513 9/17/02 Property Owner: CITY OF WHEAT RIDGE Property Address : 4900 MARSHAL ST Contractor License No. : 21199 Phone : 235-2855 Company : Anderado & Company, Inc. Phone : 338-1960 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by Mis pertnit application are accurate, and do not violate applicable ordinances, mies or regulations M the Ciry W W heat Ridge or covenants, easemeMS or restridions of record; that all measurements shavn, and allegations made are accurata; thet I have read and agree to abide by all ortil ion irhed on this applicafion, and that I assume full responsibility for compliance wipqth he B' mg Code (U.B.C.) and all other applicable W heat Ridge ordinancey,~r ~nc~ p rm~ t. i (OWNER)(CONTRACTOR) SIGNE DATE 9 -/7-D2 Use: Description : DEMOLITION OF BUILDING BUILDING DEPARTMENT USE ONLY Zwling Comtuift: SIC : Sq. Ft. : Approval: Zoning : Buiading'G'qmme'rts: OKAY Approval: DM PumiFc Warks Commerrta: Approval: Occupancy : Walls : Roof : Stories : Residentiat Unils : Electricai License No : Company : Emiration Date : Approval: Plumbing License No : Company : ExWiration Date : Approval: Construction Value : Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Mechanical License No : Company : Expiration Date : Approval: (1) This permit was isaueA in accorAance with the proNSions set toAh in yoPUr apDlication and is subject to the laws otthe State af Colorado and to the Zoning Repulations and BuiWing Code of Wheat Ridge, Colorado or any other aDViicable ortlinances ot ihe Ctty. (2) Thia permil ahall expire if (A) the work authorized is not commenced wNhin sixty (60) days from issue date or (B) the building authorizetl is suspentled or ahandanetl for a periatl ot 120 Aays. (3) M this Dermi[ e)cpires, e new permtt may be acquiretl for a fee of one-half Ne amount normally required, providetl no changes have been or will be made in the original plans and specifications antl any suspensian or abantlonment hae nol exceetled one (1) year. tl changes are made a if suspension or aben0onment exceeds one (1) year, tull tees shall be peid for a new permk. (4) No work of any manner ahall be tlone that will change the natural flow of water causing a tlrainage problem. (5) Contractor shall notify the Builtling Inspector twenly-four (24) hours in advance for all inspeGions anA ahall receive writlen approval on inspectian card before proceetliing wiN successive Oheses of Me job. (e) The isauance a ermH or M .s~pproval af drawings and specifcations shall not be consirued to he a pertnN far, nor an approval ot, any viofation of the provisions E~ e il ;~or any other ortlinance, law, rule or regulation. / a-v Chief Building Insp r DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BDII.DING INSPECTION LINE - 303-234-5933 Ijate; ~ CITY OF R'HEAT RIDGE t--- 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~LICAVON Properry Owner: (~;4 a F GtJ6ies4 f" /'G `olg e PropertyAddreas: ~/QDO ~SN14 l I Phone :~3 Contractor License No.: ComPan9: R.vpERA Do 4 ~'amPl+uY -4~tt., Phone: 303-~39-/960 OWNER/CONTRACTOR SICdVATURB OB UM&RSTANDING MID AGREffiviffiV'f I heerby ce[tify that the setback disfaaces propoaed by this paunit epplicstioa ere eccucat4 and do not violate applioebU ordinaaoaq xalas or mgolations ofthe Cily or wLeee xiage ar coamaafs: ee.9amezts or rrsmzaons of .ecoza; uus.u measurmenb shown, snd allegafions made aro eacuiale; that I luve med and agree W e6ide by all condrtima printed m tUis applioalims and tLffi I aveume flill reapomibilily for compliance wdh ~Rid8 Code (U.B.C) and nll athar applicable WLeat Rid6e 5~~13'~Kn ~ Pmnit Constructioa Value: 8, 301. U0 Permit Fee: Plan Review Fee: TTaP Tar' TOC31: (owrzwcoxnLkczox):si Dara ?/7-aa DescriPtion: pew~olr~io.,u o F /3ui lc~i'_v9 BUII.DING DEPART'MENT IISE ONLY . ~.~,.~SIC: Sq.Ft.: A . p'Y~y~'^T. ~~6• ' . . ' ~ AppIOV31: , . Approval: Occupancq: Walls: Roof: Stories: Resdential Units: Eleclrical License No: Pliimbing License No: Mecbanical License No: company: company: company; Erzpiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) fiia pamiie wu issued in eeeocdenee with the praviaiona aet foP.h in ywr appliution md ia subjaee lo tYe Lwe of the 3fate of Colonda and k thn Znning ReguletlooaaodBwld'mgCodeofWheetRidgqColmadoors¢yoeheeappliwbleotdieanamoftheCity. - (2) 1Lia permit shalt miPUe if (N the wod; auNodmd ia mt commencad witLm sd.Y (60) d+5a frarn isnv dste oc (H) the building n•ffi,,.:n+.i u nupendad oc e6mdooedfor a pmod of 130 daya. (3) If Nis perceit mtpicas, a aewpermiL may 6e aequimd for a fw of o¢e-half tLe amowd naemally reqvired, pmvided no ehengm have bem a will bemsde in the orignalplms and spxificationa mid aay wpmsion or ab+adorwnthv aot a¢eeded one (1) Yeaz. If f.hmpshave been oc'ff snapmaioa uebeodonment acceedsone(1)yeayfvllfeess6all bepeidforaaewpearnit (4) NowodtofmYmmmrahillbedovethatwillchmgetLenadaalflowofvs[er cauarogadniaagep[o61em. (5) CoWmctorahallm4tydaBuildrogImpectorhvenry-four(l4)hmuainadvmcefarellimpectimseodahallmceivewdCmapp[ovelan ivpecCOncssdbefaro f¢uceeding wifhauccmaivaplwes otfheja6. (6) TLe iammee of a peomit ac the appcovQ af dnwingx aad specifieaEaoa ahall mf 6e em+hued W be a pennit fa, aor an apprwal o4 myvialation ofthe }awisioos ofthe 6uildingaqdrs ar my otha adiwnca, lew, xole m xegulaGO¢ C11Cf m nk ASSOCIATE6 1LANNERS 8 LANDSCAIE AlCHITECTS 908.{9 0 . 0 0 0 3 DATE: Septcmber 16, 2002 FAX T0: MARY AUSTIN, City o[ VYheat Itidge, PJanninp pept. (fW 303•235•2857 FROM: PAM SCHOOLEY! Wenk Aseociates C~c -J,,- lsw~ RE: MANWARING FlEI,DS COMPLEX - Old Arvada Rd. Streetscape Requirementa fteaze phone 30.3-618-0 0 03 9f you do not rmdve l P'bre(s)• Sorry tliat I missed ywr phone call on Friday, Encloard for your review: • Plan az 1"=30' as originally deaigned for [be 100% Manwazing Fields complex consrtvcaon document package. • Site plan with proposed landscape improvements at rhe Gids'Softball Building site. As you lmow, the park is undet construction and the (}irls' $OftIJflIj BU1llI)IIg 16 6Chrd111P.d fOf demolidon within the next ewo weeks. We are proposing seven parallel parking spaces along Old Arvada Rd. with streetacape improvements. Ls this consistent with Clry standards? A pordon of the building's foimdation wil) remain, backfilled, compacted and planted yvith yhrubs or grriundcovu (still to be determined). Additionally, we nced some input on fetac3ng. We would like to add a fence offset appmximately four (4') feet &om the foundation to diuourage foot oraffic near the former building. Does che City of Wheat Ridge have a standard fence detail or deteils for use ia atteetacapes or Ciry pazk5? I will call in order to discuss these landscape imptovenuents with you ao Planning Department review caa be expedieed. Thank you. S00 iC4'ON L58ZSEZ£0£ f S31tiIJOSStl AN3m 97: 7L Z00Zi9Ti69 ~ ~ ~ ~ ~ ` 4 , i . ) l ; ~ L .•a; ?d ~ ~r ~ ' ~ 'f " ` I , ~ ~ .`w' _ . ~ L,'AJU-a R ' , . ~ . ~ , • o~, 1ST 55 ~ T ~clc° !mao a . . ~ - ` ~ ' ~ ^ ~ ~ • 'T' Zlp~ r ","-,t~\\ ~'A ~ ; _ . 1; ~ ~ ; ~ ,~zz A 1 Y. 1'4 i/ r , - ~ ~ ; • J~ ~ • i i~ 1 i'`';y ~ ; ~ ' ~ ~ _ ; ~ • ( . ~ . . , ! 1 Oo / i r/ oe i. i ♦ ~ ~ao' ~ ~ j iG~' ~ ~v~ JJ i/ i ' ~Cncn. •pA o i ~ ' ow ~ ` ' ~ cn ' • o000 ~ • • / r ~'f~ ~ , ' ON ~ i , ~ ] ' • :~•.i$._ ~ ~ ~ N ao , . ~ 1 +~:•L~ a ~ jel f+ m v'+ ~ ',1 07 ~ \ ~A, " W07 ~ ~ _ ~ _ ~ ~ • ~ ' N,,,f~ ~N ~~r \ ` ',F "j',''~~` i' ' ~ ~ ~ o ~ o ~ ~ ~ ~n •l. ~ ~ W OD+o ~ e NN 1 • ^ 1~ ; M.vj w~~ ! N O ~ r•::.'-, `-S ' - ~ ' i4?C1 ~vc. ~I.~. ~ l " " ~ ~ S\`+ , ~~~•~:n t. ,lR.,.l:; y. 1 R\ ~C. .r ~ n.•it ~ ~ 1 ` f~.. ~.L^f:. •yY~.~I..~.•T' . 7.•`.?i:.':~~;•: . _ 1~11 ~ a: ;:,•,,.i•^,,, „ ~ 1;4~~1 ~t°:-. ~.r~~,...~,;L'~~~~:',`: '1 y } ~ \ \ `1 ~f• •'h\ S~~^ ~:•:\~.rr f~ z90 T£b'ON LSBZS£Z£0£ c- S31tiIJOSSFi NN3MP 9b!4L Z00Zi9Ti60 ~ h..' / r I! 1~. i , s7T ~ , o~ ~ Lornar ~ ~ ~ 11 Q ~ ~ T^ I ~ I ~ h ~ ~ ~ • .t 6 a £00 L£b'ON ip 0 ~ ac ~D . . lr . - : or\~ I I „ ~ - 3- n LS825£2£0£ F S31tlIJOSSti 71N3M 97:7i 200Zi9Si60 a b~ 2.~~ ~ m n k ASSOCIATFS PLANNERS 6 IANDSCAPE A0.CHITECTS 308.6280009 FAX DA1'E: September 12,2002 TO: MARY AUSTIN, CStr oP Wheat Ridge, Rlauning Dept. ([s4 303•235•2857 FROM: PAM SCHOOLEY / Weok Associates 1tE: 1YIANWARING FIELDS COMYLEX-Mstshall SG Street'iYee plantiog Flwae phone 303-624•0003 if you do not reaire4]L psge(s). Wenk Assaiates is the consultant involved with [he design and coastruction of the Manwaring Fields Complez (tecently named Creekside Park), located az Marshali St. and Old Arvada Road. The City of W heat Ridge haa decided to demolish two structures at this site iacludiag the Maintenance/Stotage Fecility (MSI) aud Gids Softball building. Baclosed for your ieview: • Plan at 1"_30' as originally desigued for the 100% Manwaring Fields complex consrtuction docutnent package. • Pazking lot layout witti proposed landscape improvementa at the Mainteeancel5torage Facility site. iLe buildiiag site is proposed as additional parldng for the new park and will coataia 18 pazkiag spaces. I've estimated that approximarely 240 linear feet of Marshall Shcet aze affuted by the building's removal wliich aanalates w a planting requuement of 8 street tcees. 7'he ettached landscape plan exceeds the basic streeueape iequirements and in addirion, includes sluub masses uud to screen the pcoposed pazking lot. Please phone me when you have talcen a look at these diasams. Since the pazk is under consuucaon and ffie MSF building is schaduled for removal within the next two weeks, I would like to make an appointment to discuss the landscape improvements with you in order lo expedite Plauning Depacmmnt approval. 100 0Tb'ON L99ZS£2£0£ F S3IHIJOSSH AN3M 9S:ST Z002iZTi60 09i122002 15:56 1 i A ~ ~•I ~ -0 1 f 1 ~ l l, WENK RSSOCIRTES ~ 3032352957 N0.410 D02 -'TRAIL`.OSEDZ Y - - . ~ 4 ; tiOp~CRETE i 7~ ;'WA~1Z i-- - - - - - i CAUTIC -'TRAI '~ak.::A'.~I ii:.l ~r l V •'~l' ~ ~ ~ \ . ; ; % / CAUT ~:i• . - ~ . ' , 7 ~ ALLEY PAN / ~ 'CAUT ~i-` " r ^ :~w• 5 ^A' i i L8 \FOR . ..i.1~t.1 ft~ : ' "F MH ~ i ~ BAI Lf , . ~ , _::.<i: . RE-INSTALLED EXISTING FENCE (AFTER RE-GRADI G OF FIELDS) I U ~ ~ ~ MA NWARI G OUT ~ s - ` . ~ ~ t , 1 .,i . ~ PARKS 1 ~ ►NCE FACILfTY ~ ~ 41 7r ~ 0 ! ~ ~ I BASEB FIELD i CRUSHER FINES PAVIN ~ 9 (BID ALT. #1-REMOVE EXISTINgi~ I ASPHALT/GRAVEL; GRA ING; i ~ REPLACE WITH GRAVEL CRUSHER FINES) ~ I ~ i F~~\ + , 7 i + A( \ i ~ e ~ L 1 O REfAINING WALL 1 ~ 2 CG2 - CURB 7 & GUTTER 7 ~~d?,plf4\\:Y,•;•,.i_:~.:;:it: ;r:::r:i:•. i oF V 1 ' L ASPHAL7-' ~ 7 PATCHING DETAIL F CG2 - CURB & GUTiER ~ oCn ' A . ~ l 09i122002 15: 56 - , r~ 52 2.3 ~ I+ I• d' i ~ WENK RSSOCIRTES 4 3032352957 i ~ ~'':1~ f4 ! . ' r~• `i . . 7 ~ y:- ' ,:~.'..r;•+~ . i•~} . , ' >C L.i.i Lt ~ ~ .,a ~ ~,r G;;, i ,r...:.r..., .•k;:. l i :.r'......., . _ _ . _ . ~ . ' ~ ~ ~ I ~ ~ ~ ; _ I H 4+ ~ ~ ~ ~ f ~ I; l~~` •-~Q ~y t ' l i HD A EfNVATIVE 1,1 ~ 11. „ i I ~ 1 4N, 7c ~1 1,1`~ ~ '•~Ff?E v l 1 , ~ \ , - , : :F..: N0.419 D03 / ,d;•:~.;.~~~, .,r'.~.~ ' . ~M'• ~~}~~.y I~`~'~Y •`,~'y;,~~~'. -:CORNE~;~~~;i~ ; . . ~ . . , ~ • ~ ~ y; . .y.l . . i~ :s; ;"-'.^.~d'~;`; 1~•°r :`~i: • , v : ; ~,;.z~#'. Y '1 , • i`i~ ~ •~;:s'~'~: ~ 00 YR 28.4.5;':~ ~ „r`~~~:~~t I FG82.00 FL81.92 , 88.7 w : . ',,i• _ ~ ~ . . .•r~l, 09i12i2002 15:56 ~ ~ 1 ~ ~ ; S ~ D ~ C ~ n ~ WENK ASSOCIRTES 4 3032352857 ~ ~ ~ s , 7`' o; " . ! 8~ , N0.410 D04 xrA- ~ a ~ ~ . .I DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14297 BUILDING INSPECTION LINE - 303-234-5933 Date : 8/7/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: CITY OF WHEAT RIDGE Property Address : 4900 MARSHALL ST Phone : Contractor License No. : 21255 Company : Designscapes Colorado Phone : 721-9003 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use: Descriptian : MANWARING FIELD COMPLEX. DEMOLITION & SEDIMENT/PROTECTION PLAN-WEST. (STRUCTURE DEMOLITION REQUIRES SEPARATE SUBMITfAL AND PERMIT). BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MA Zoning : W."NOM. MIM Approval: DM Approval : MJG Occupancy : Walls 816102. AS PART OF DEMOLITION PERMIT FOR EXISTING BLDGS ALONG MARSHALL, A LANDSCAPE PLAN SHOWING STREET TREES WILL BE REQUIRED. OK. 8/6/02 OK. 815102. SEE ATTACHED FLOODPLAIN PERMITS Roof Electrical License No Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (1) This pemit was issued in accordance with the provisions set forth in yopur application and is subject to Me laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances ot the Ciry. (2) This pemit shall expire if (A) ihe work authonzetl is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned tor a period of 120 days. (3) If this permit expires, a new pemit may be acquired for a fee of one-haltthe amount normally required, provided no changes have been or will be made in the original plans antl specificalions and any suspension or abantlonment has not exceeded one (i) year. If changes are matle or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new pertni[. (4) No work oF any manner shall be done that will change the naturel Flow of water causing a tlreinage problem. (5) Contrador shall notify the Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceediing wi[h suaessive phases of the job. (6) Th s ance of a rmit or the approval ot drewings and specifcations shall not be construe0 to be a pemit for, nor an approval of, any violation of the ..p isi n tling codes or any other ordinance, law, rule or regulation. Chiefi Buildi Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pexmit Number: BUILDING IN5PECTION LINE - 303-234-5933 Date: CITY OF R'HEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~UCATION Propetty Owner: ~ a~' V~1t ~ A'1" r.11~Cj ~ Proper[yAddress: MAF-e~4~ Phone: Contractor License No.: 2-42S~r~ OF LJNDERSfANDINGAND AGREE[vffiVT I heazby certify that the setback dista¢cas proposed by tltis pcmit application era accuratq and do not violate appliaabk ocdinaacaq iulm or ragulations ofthe-City of WLeet Ridge or covenerLs, eavemmta or resftictions of record; that all measurements show++, and allegetiona mada ere ar,cmate: thai-I Lave nad aad agree to abide by all conditlons pmted on this applications end ihat I assame full respowibility for compliance wdh the Wheat Ridge Building Code (U.B.C) aad alL oth¢ applicable Wheat Ridge Ordinances, For work underthis pamiG (OWPffi2xCON[RACl'OR):3IGTM DATHAok- COTISCLI1CtlOII V2.lUE: Permit Fee: Plan Review Fee: TTae TaY Total: Description: !-e"'o I 5e.4i tK.e n'~ ~1'~-~c~lav~ TLcc n- te?P 51 cc-N&k /QQA wa vz11 -~e-vs BUILDING DEPARTMENT USE ONLY A~~~~PkQ tip - ~ ~ 5 a Pe sdT.~~--~~5'~U~~ ~ l~-S PP ~ Zoning: , . . : Ci- 0?1- Apprwal: ~ . ♦ ~°~..~~`~~k'm,. , d w~-E~, g• 5. oz _ 5e.~ _ ~ . APProval: Occupancy: Walls: Roof: Stories: Residential Units: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Companp: Expiration Date: Expiration Date: Expiration Date: Approval: Apprwal: Approval: (1) Tiiia pemiiG was iasued in ucudmce with the piovisims set forth ia }row applicetion md 'u subjee! W the Lws of the State of Coloxndo end W the Znning RegukCwv avd BuiLding Code of Wheat Ridgy Colondo or my other applicable ordivanem of the City. - (2) Ttu.+ pumi[ shall ezpue if (A) the wodc auNorized'u not commenced utithm sixry (60) days from iwe date or (B) th.e buildivg nho.:z.d is su%Pended or abavdomd for apedod of llo drya. (3) If tlvs pezmit arpuu, a new pearit may be acTired for a fee M one.half the amowt nonnally requiced providrd ao cLangu Lave been ox will be made ia Woripnelplansandspecifiwtionsmida¢ysuapeoaimacabmdoomwtLunotacexdedone(1)yne IfchaogesLavabernwifsuspensionwebandonmmt ezceed~ ~e (1)yea; fullfrm ehaLL Lepeid for anewpmvit (6) Nowatkofmymmn¢stnllbedanethatwilichaogntheuadselflowafwat¢caumgadrainageprobl~ (5) Con2actorsLaLLnotiFJtheBuildinglnspector Manry-four(24)houniuedveueefotallivsPactiovsendshallmceivewrittensPProvetoninspec4oncadbefam }voceeding withsummsive p6aza ofthejob. (6) Y7w isaumce af e peanit or the appravel of dewings and speciScaGOOS shnll not be conshued W be a pennit far, nor an spproval o£ +aYvioladon ofthe pcovixioas ofthe build'mg codrs or any ofh¢ oidimnce, law, mle ormgufaGOa (,'I111P.f B TIISj)eCC02 , . F WHEqT O ~ Pi The City of Wheat Ridge ~ o Flood Plain Development Permit C~L OR P~O Application Information Permit V.i F oZ - oq Date 8I5/02. Owner (n,!!- oF~~~c Qip/~ Telephone-4n3 231 1?08 Address -Zc,oo -Aeu..w iclA2_('O 8aO33 Contractor Telephone -170-3 "121 ~J0~3 Address ,I~?~ 1~2. \lALt t;ozr:~7) ProjectLocation/Directions +~,)Od MP~.~}-~i i - Project Description Single Family Residential ✓New Construction Channelization Multi-Family Residential Substantial _Fill Improvement (>50%) Manufactured (Mobile) Home _Improvement (<50%) Bridge/Culvert Non-residential Rehabilitation Levee Other/Explanations F2al P~elc~ ivi Class of Permit/Fee Schedule _ZClass I(structures for non-human occupancy) $150 F«- u.w~v-eol Class II (structures for human occupancy) $340 (includes public noticing fees) I have read and understand and will comply with the requirements of this Flood Plain Permit. :Mj222~dj, k~df rn.11LA,ld -I-e2 _.loyILx &ww&,v4 OZ> Applicant S' ature 0 ~r Date (To be completed by Flood Plain Administrator) Flood Hazard Data Watercourse Name Gi ec-r The project is proposed in the Floodway Floodway Fringe l~ Base (100-yeaz) flood elevation(s) at project site o,ov s4trl,.r vwovef br Gyiyj Elevation required for Lowest Floor ~J,d, NGVD / Floo p~g NG176 Source Documents: Reports/Maps r' AS,voa_r Ict71 / uDfG[> Proposal Review Checklist ✓ Site development plans aze complete and depict flood hazard data. . i/Engineering data is provided for proposed map and floodway revisions. Floodway Certificate and data documents no increase in flood heights. Subdivision proposals minimize flood damage and protect utilities. Lowest floor elevations aze above the base (100-year) flood level. Manufactured homes address elevation and anchoring requirements. A Floodproofing Certificate certifies floodproofing designs. Other: _ Permit Action t/ Permit Approved: The information submitted for the proposed project was reviewed and is in compliance with approved flood plain management standazds (site development plans aze on file). Permit Denied: The proposed project does not meet approved flood plain management standards (explanarion is on file). Variance Granted: A vaziance was granted from the base (100-yeaz) flood elevations established by FEMA consistent with vaziance requirements of NFIP regulations Part 60.6 (variance action documentation is on file). C , g~j-r~O Z Flood Plain Administrat 's ig a ure Date Z 4_X _Map Revision Data. Certified documentation by a registered professional engineer of as-buiit conditions for flood plain alterations were received and submitted to FEMA for a flood insurance map revision. ~JkFill Certificate. A community official certified the elevation, compaction, slope and slope protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map revisions. Ag,_Elevation and Floodproofing Certificates. The as-built elevation of the builiding's lowest floor was certified as ~ file. e as NGVD; or the builduig s floodproofing level was certifi d NGVD; by a registered professional engineer or licensed surveyor and is on _L~Certificate of Occupancy or Compliance Issued on Date Compliance Documentation DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ADDRESS A`Ioo Mnes~ Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Deparfment, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia, Development Review Engineer cc: File Files on Enginenf\Development Review/forms 8 form IeBers\Nofifimtion of PI Restorotion Rev 05/00 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner. CITY OF WHEAT RIDGE Property Address : 4900 MARSHALL ST Contractor License No. : 21255 BUILDING DEPARTMENT USE ONLY 14297 8/7/02 Company : Designscapes Colorado Phone : 721-9003 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Building Permit Number Date Construction Value : Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use: Description : MANWARING FIELD COMPLEX. DEMOLITION & SEDIMENT/PROTECTION PLAN-WEST. (STRUCTURE DEMOLITION REQUIRES SEPARATE SUBMITTAL AND PERMIT). W Approval : MA Zoning : : _ . ~ , . ~ Approval: DM ~ Approvai : MJG Occupancy : Walls Phone: SIC : Sq. Ft. : 816102. AS PART OF DEMOLITION PERMIT FOR EXISTING BLDGS ALONG MARSHALL, A LANDSCAPE PLAN SHOWING STREET TREES WILL BE REQUIRED. OK. 816/02 OK. 815102. SEE ATTACHED FLpODPLAIN PERMITS Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issuetl in accordance with the provisions se4 toMin yopur applicatlon antl is subject to the laws of the State of Coloretlo and to the Zoning Re9ulations and Building Code ot Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire it (A) the work authorized is not wmmenced within sinty (60) days tmm issue date or (B) ihe builtling authorizetl is suspendetl or abantlonetl for a period of 120 days. (3) It this permit expires, a new pertnit may be acquired Por a Pee ot one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications an0 any suspension or abamdonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, tull fees shall be paid for a new permit. (4) No work nf any manner shall be tlone that will change the naturel flow of water causing a tlrainage problem. (5) Contractor shall notify Ue Building InspeIXOr hventy-four (24) Yiours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of the job. (6) The iss Vert e of a permi or the approval of tlrawings and spe~.Jfcations shall not be construed to be a permi[ for, nor an approval of, any violation of the pra' hs ` M codes or any other ordinance, law, rul e or regulation. Chief Build;ng , pector Expiration Date : Approval : The City of Wheat Ridge Flood Plain Development Permit Application Information Date 802 Permit l~F oZ - 04 Telephone1...a Za1_V208 OWIIE2 L f>rJr.n r'-0 sn_0~1'3 Address, Project 1 Single Family Residential Multi-Family Residential Manufactured (Mobile) Home Non-residential Project Description f ew Construction Substantial Improvement (>50%) _Improvement (<50%) Rehabilitation Channelization Fill Bridge/Culvert Levee ~ Other/Explanations ~1~~~A' iv, t u n , Class of Permit/Fee Schedule _Class I(structures for non-human occupancy) $340 (includes publi not cing Class II (structures for human occupancy) I have read and understand and will comply with the requirements of this Flood Plain Permit. nace (To be completed by Flood Plain Administrator) Flood Hazard Data VJatercourse Name L iea~" ~r'~-1L Floodway Frmge The project is proposed in the Floodway ~ ~ Base (100-yeaz) flood elevation(s) at project site 5~ ~ Elevation required for Lowest Floor NCTVD / Floodproo2mg __t~j ia-741 / unF_e Source Documents: Proposal Review Checklist ✓ Site development plans aze complete and depict flood hazard data. . i/Engineering data is provided for proposed map and floodway revisions. Floodway Certificate and data docuxnents no increase in flood heights. Subdivision proposals minimize flood damage and protect utilities. Lowest floor elevations aze above the base (100-yeaz) flood level. Manufactured homes address elevation and anchoring requirements. A Floodproofing Certificate certifies floodproofing designs. Other: Permit Action 1/ Permit Approved: The information submitted for the proposed project was reviewed and is in compliance with approved flood plain management staneiards (site development plans aze on file). Permit Denied: The proposed project does not meet approved flood plain management standazds (explanation is on file). Variance Granted: A variance was granted from the base (100-yeaz) flood elevations established by FEMA consistent with variance requirements of NFIP regulations Part 60.6 (variance action documentation is on file). g1SLo z Flood Plain Administrat 's 'ig a ure Date 4_&_Map Revision Data. Certified documentation by a registered professional engineer of as-built conditions for flood plain alterations were received and submitted to FEMA for a flood insurance map revision. ~kFill Certificate. A community official certified the elevation, compaction, slope and slope protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map revisions. _)~,U_Elevation and Floodproofing Certificates. The as-built elevation of the builiding's lowest floor was certified as NGVD; or the building's floodproofmg level was certified as NGVD; by a registered professional engineer or licensed surveyor and is on file. __t,~Certificate of Occupancy or Compliance Issued on Date Compliance DocumentaNon DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 8 (oz ADDRESS Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, •u--~ Michael Garcia, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form leMers\Notification of PI Restoration Rev 05/00 ' h - WHEAT RIDGE v FIRE DISTRICT "Dedicated To Serve 7hrough Excellence" P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350 September 28, 2001 C O!~~t I Cheryl Wise 195 Dover Street Lakewood Colorado 80226 Dear Cheryl, Thank you for the opportunity to meet with you conceming your interest in turning the facility known as the DAV at 4901 Marshal Street, Wheat Ridge, Colorado, into a facility that could be used for receptions, conference meetings, etc.. You asked what the rules and regulations associated with this type of use is, and could I provide you the necessary information in order for you to make an informed decision whether or not to continue with your venture. The following items aze fire code requirements that will have to be satisfied befoce opening the business to the public: An Addressable Fire Detection fire alann system will need to be installed through out the facility. The fire alazm system will have to have the sprinkler system and hood and duct suppression system tied into it. The fire alazm system must be monitored by an outside agency on a 24 tu. continuous basis. The building will have to have a fire suppression sprinkler system installed through out the facility. A fire hydrant will need to be installed within 150 (one hundred fi8y) feet of the fire department connection for the sprinkler system. You will need to contact Wheat Ridge Water District to get the information for the water line and hydrant. 2. The kitchen will need to be upgraded with a new hood installation and hood suppression system installed to protecY the appliances underneath. The hood will have to be properly sized for the type of appliances you intend to use. Should you decide that you only want the kitchen to be used as a wanning area only for catered type food that needs wanning only, you can install several microwaves in lieu of stoves and ovens. 4. All exit doors from the building will have to swing in the direction of travel from the inside to the exterior of the building. A clear travel path will need to be maintained at all rimes. 5. The building will need to be refitted with emergency lights through out, lighting the exit paths through out the building. 6. Fire extinguishers will need to be placed through out the facility at designated places. Minimum size requirement is a 5(five) pound ABC eatinguisher. ff you decide to continue with your endeavor, I will be glad to help you with your desired driveway azea in the front of the building. I have tum radii's for the fire ttucks that can be placed on a drawing and show the acnount of azea needed to provide sufficient access azound the building. Should you have any additional concerns regazding these issues, please feel free to contact me at 303- 403- 5902, or my pager at 303-687-7336. Respectfully, Dave Roberts Fire Marshal Wheat Ridge Fire Protection District _ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10991 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 8/9/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 4900 MARSHALL ST Phone : 467-5902 Contractor License No. : 20761 Company : Alpine Demolition Phone : 421-3366 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate appiicable ordinanees, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and aQree to abide by all condRions printed on this application, and that I assume full respons bility for comPliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable W~at Ri ge rdman s, for work under this permit. Construction Value : 83,800.00 Permit Fee : $50.00 Use Tax: Total: $50.00 (OWNER)(CONTRACTOR) SIGNE - DATE rIO-06 USe : Description : DEMOLITIOIN, 4900 MARSHALL, SMALL OFFICE BUILDING Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) Thls permR was issued in accordance with the provisions sM foM in yopur applicadon aM is sub1~ecf M the laws of the State of Coloratlo antl lo the Zoning Repulations antl Building Code W Wheat Ridga, Coloredo or any other appliceble ordinances M Me City. (2) This pertnil shall expire if (A) the work authorized is not commencetl within sixry (80) days finm Issue dale w(B) the Duilding authorized is suspen0ed or abandoned for a periotl of 720 days. (3) If this pertnit expires, a new pemnl may be ecquire0 for a fee of one-half the amount noimally required, providetl no changes have been or will be made in the original plans and specifications and any suspension or abandonment has nol eacceetletl one (7) year. If changes are matle or if suspension or abantlonment axceeds one (1) year, (ull fees ahall be paid br a new parmit. (4) No work ot any manner shall be tlone ihat will charge the nalurel flow of water pusing a drainage problem. (5) ConVactor shall nodry the Buildinp Insoector lwenry-four (24) hours in a0vance for all inspections and shall receive written approval on inspection prtl before proceetliing wtth succassrveph ases ot Me ~ob. (6) The issuance of a permit or the epprovel ~drawings and apecificetiona shall not be construed lo be a pertnR for, nor an approval of, any violaHOn of the provisions of thyhylltlin8 wde3Ar any other ortlinance, law, rule or regulatlon. pEPa.RTMENT OF PU1NNlNG AND DEVELOPMENT Building Permit Numter : BUILDING INSPECTION DIViS10N - 235-2855 CITY OF WHEAT RIDGE Oate : 7500 WEST 297H AVENUE ~ WHEAT RIDGE, co 802115 q pptl CAT Io N Property Owner: (,,jyy ef~~P4`~/41d ei Property Address : 411Qp Phone :jt9 y4 '7 S9D L Conuactor I.ieense N0. : compsny: ~j/io'i7G I)2JK01,470✓I Pnone:303 y3/ 33G4P OVJNERIGONTr"tACTOR SIGNATURE OF UNOERSTANDING AND AGiiEEMENT 6onmucftmvai„Q : 3&00. ov I n.2or awN mat ma..eceaak aaunus orooosea er mi. osm,a 0ooikatlon Wn amunn, P'e*~e I~}'~ rmit fee : a~ eo na viaua aopauo4 oAinanca. ruNs m npuations M the Cky W riMN Rige er Corensms. aaswnenn w rtsencliens of /eeoN: Nat 94 measurimtnq Mown, anE Nhyativns ^ maae arc aeeumc u+st i nave naa uro "ret to aoae CO~dNbMpM1w afl Ihq USQ TiX : i ~ SppfiCriqr. SAb thal II7fuIM IuN f~01Mi010.Y.fM rnlM tlN 11VlMM Nd"BLYdMg Coae (V.B.C.) ana an wner appncae4 7 wdpe areb+a+as. br worr unaer Ina penna. TO 0D (pwNERxCOH7RACTOR) SIGNED OATE '00 U9! : . ~ 7S 90 Description O/~TI D~ J l iQ a MAAAtlt-l " ~(Z~d f 2r-~ 02 - BUIIDING DEPARTMENT USE ONLY ~ SIC : Sp. FL : ,4pProval : Zoninp : s~e~aamea APProval: • Approval : Occupanq : Walts ; Roof : Sroria : Residential units : Electrical Licrose No : Gompany : P1uTbi119 LiCenSe No : Comparryr : Mechanical License No : Company : Ex0in6on Dats : Approval : ExpiraGOn Date : APProvs1: Expha6on DatE : Approval: ft) M~M~MwNwlin~yq1Ys wo n/qmdbat9hwqrSensuYn~Y~~N~bMYwdt~fbrMCds~ss~N~w~:wy AM~ /Y MYYq Ci •MaIt 04L OOOAIM/ M~~r 0Y~1r1~ a1/1~ Cly. ftl 7w►snw rw rsM / W Nrat w/isn0 s iamWWe0 Ma`n bb M) aY+"M w rq s(6) M MibinO wOw¢r a rwewWa w rrMe1MC ~w ~~OC Of 720 O~y~. pl aMOenMsawA:a rwwmm/miMMRta IrdwwwMwnwqrontilnMM.PO"ftd AOIwe0nnswMiwwwM O"NW Cmm w/ IOIlM~amwoMwavorMMIM Iarel tlgs0 PM (1)1W. wdvoOA N wmmR I FI-MMM Or owMlImft i ~ M~'~04 Mp/M~~ ~11d Y1r 1aY~ ~wl~11 ~p~l i H~~ W~ rw rr tw b. 01A.EL011 0 w. r.M a. RW «.w..r a..Wr.a.W a e. ro+s• 5-rATE oF coLoRAno Bill Owero. Cwernor AML )ane E. Norton. E~cutive areftr Qedicsced m promcUng and Impa+^8 the Aeefth and ernlionmerK o! Me PwPk clColaado ~ • d Radiaum Servka Divbion w • d300 Ch reek Dr. S. LibwaoorY an e~ry C peiwerdo 80246-1530 8100 Lowry Bkd. Phont (,Cciora303) 691-2000 Demer CO 50230.6928 n TDD Line P031691-770U 13031692•3090 Loc.ead In Glmdale, Colondo hupl/www.cdphe.aaee.m.ua DEMQLITION APPROVAL NOTICE Thig ypPrpagl ootice is granted subject w Golondo Air Q"►itY Conaol Commiesion Ragulydon No. B, Patt B, adoPted Conuot Ac~ C.R.S. 1982 & 1995 (25-7-101 pnd ^ Sep[~mbet.l9, 1996 aod eftecave November 30. 1996, and rhe tir Qualiq' , , for eabcston amd CFCs md the demolidon wntcactor 25-7-501 er seq). 11us notioe s~gnifiee that ~fe saucrore was mepxc~ has ProPedY notifiod the Colorado DePartmem of Public Healffi punuant to ReBulatirnx No. 8. Put H. 'Iffi OH[cu+ut. AtPtOVAL N0T1CS MUSf BS POBI'6D ON 8YI6 A2 ALL TN~'S• As a eonlrxtar. You M7 bjtve t0 obtale ather demotltlon licwsw wd permlp, depeadiV ~ requibrements °t ~ cointy nnd munkipalib in wbdeh t6e work is be1~ D~+'~~~. 1Le Cobrado 1kP~~ Pollucion Conerol Dlvldon stroegh MBBots that you check with comtY and unsideiP~ sudmwitks in order to detcmine eqy ot6er lacal builmuuglpe►Wetloi re9uirementa tha[ muct be mec• TLis approval notice is valid trom 08/0912000 tLrough 09109/2000 'fhe actual schedulod work daus are from 08/09/2000 through 09l09/2000 '('hjY BpjY[OVd DO[1CC b2S bCCII 158UCQ SO: ALPINE DEMOLMON sm w. s6T9 wvE. AItVADA, CO R0002. Aebestw Bui1di06 hmPom[: LENME HF.RRON $tue Certificatboa Number: 462-19-7954, Expiracion: 01l281M1 Phone Number: (303) 763-9639 lnepecoon Due; 07/26/2000 POI thC IceahOII 4ptCIfiEd helOw: 1900 MAR6HAId. ST. WSEATRIDGE JEFFEASON COUNTY Apptoval IsNed on: 07131/2000 Record Number: 3237. Notice Number: OOJE2396D- Arsnuat Paid: $55 Check Number. 5491 lasucd by: lmmediately norify tht Asbestor Unit o1ProJea mod#ro++Qis bY laT m 782-0278 ad the nPProPrime corouy healeh depasrment bY fati. Projrcr modifieoNons t»etude chongu !n du scope ojwork o. rhe rchedulyd wask darer. tlP~N Id991iekQ0llrS {1AlMd'1bn9 N:W~uNnV.ne~ume9l.wr DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9845 , BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 11/29/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Praperty Owner : Property Address : 4900 MARSHALL ST Contractor License No. : 17612 Phone: 235-2878 Company : Hi Teck Heating & Cooling Phone : 467-2699 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ritlge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Replace unit heater at City of Wheat Ridge City Shops Construction Value : $1,500.00 Permit Fee : $0.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use: Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accortlance with the provisions set torlh in yopur applica[ion antl is subject to the laws of Ihe State of Coloratlo and to Ihe Zoning Regula6ons and Building Code of Wheat Ridge, Colorotlo or any other appliwble ordinances of the City. (2) This permit shall expire if (A) the work authorizetl is not wmmencetl within siuty (60) tlays (rom issue date or (B) the building authorized is suspended or abantlonedfora period ot120 tlays. (3) IFthis permit expires, a new permR may De acquired for a fee of one-halt the amount normally requireQ provitled no changes have been or will be matle in Ihe original plans and specifcations and any suspension or abandonment has not exceeded one ('I) year. If changes are made or if suspension or abantlonment exceeds one (7) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the naturol flow otwater causing a drainage problem. (5) Contractor shall notify the Building Inspeclor iwenry-four (24) hours in advance Por all inspeclions an0 shall receive wntten approval on inspection card before proceediing with successive phases of the ~ob. (6) The issuance of a permit or the approval o~drawinqs and specifcations shall not be consffued to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. C^ . UI I }J SC1B~CtOf s ~i'~ I I 1 I I I FLOODING SOURCE FLOOD PLAIN DATA FLOODWAY DATA IDENTIFICATION CROSS SECTION STATIONI 100-YR. DISCHARGE THALNEG 10-YR FLOOD 100-YR. FLOOD 100-YR FLOOD PLAIN FLOODWAY NIDTH2 FLO (CFS) ELEV (MSL) ELEV (MSL) ELEV (MSL) . ODWAY . . . WIDTH (FT) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) 59 60 310+80 20,680 5225.6 5232.8 5233.8 2170 1240 505 1745 . 5234.1 61 316+30 20,590 5230.0 5239.7 5240.2 3310 2345 480 2825• 5240.6 62 $16+50 20,590 5232.0 5239.7 5240.5 3'$00 2240 220 2460 5240.5 TENNYSON STREET ;516+85 ,17+05 20,590 5233.5 5239.7 5240.5 2770 1725 215 1940 5240.5 63 64 317+25 20,590 5233.6 5238.7 5242.2 2840 2750 80 2830 5242 2 65 $26+25 +30 3 20,580 20 590 5235.3 5237 4 5241.4 5243.0 1875 1825 40 1865 . 5243.0 65.3 0+40 340 , 20 580 . 5239 5247.6 5248.3 700 1640 50 1690 5248.3 65.5 340+50 , 20,590 .5 5242.0 5249.4 5248 5 5251.3 5252 3 155 85 60 155 + i6 343+85 20,590 5242.8 . 5251.6 . $254.4 160 t90 100 ISO 60 30 f60 210 + 5254 4 BNFRlDAN BLVD. 344+20 (ADAMS COUNTY/JE FERSON COUNTY BOUN ARY) . 67 344+65 20,590 5242.9 5251.6 5256.2 680 160 35 195 + RALSTON CREEK 347+65 68 352+95 14,520 5243.5 5253.1 5257.5 1510 $80 770 1150 5257.5 69 363+15 14,520 5245.0 5253.4 5257.7 305 205 70 275 5257.7 70 373+10 14,520 5249.5 5255.0 5261.9 200 160 40 200 + 71 380+50 14,520 5256.3 5259.9 5268.1 430 60 60 120 5268.1 W 52ND AVENUE 72 381+17 14,520 5256.6 5260.2 5268.1 260 145 70 215 5268.1 73 388+20 14,520 5262.5 5268.7 5275.3 275 180 55 235 5275.3 74 396+00 14,520 5269.3 5275.3 5280.7 360 151 60 211 5280.7 75 405+90 14,520 5273.5 5280.1 5264.4 890 389 $61 750 5284.9 76 410+95 14,520 5275.0 5281.7 5285.1 160 110 50 160 5285.4 MARSHALL STREET 77 411+55 14,520 5275.2 5281.7 5285.11 160 115 45 160 5286.2 78 418+45 14,520 5279.0 5283.6 5289.4 485 232 44 276 5289.4 79 422+55 14,520 5280.5 5286.4 5290.3 160 IDO 60 160 $290.7 1-70 WEST 80 423+10 14,520 5281.4 5286.7 5291.1 150 90 60 150 5291.6 81 424+50 14,520 5282.4 5287.2 5292.8 170 100 70 170 . 5292.9 1-70 EAST 62 427+30 14,520 5283.0 5288.1 5293.7 190 110 80 190 5293.8 83 428+00 14,520 5283.2 5288.8 5294.7 220 110 110 220 5295.2 84 . 439+70 14,520 5289.6 5293.6 5296.9 525 171 56 227 5298.8 84.5 446+00 14.520 5294.0 5298.8 5304.3 240 110 70 180 5304.3 85 448+00 14,520 5296.7 5303.6 5308.6 161 71 90 161 5308.7 WADSWORTH BLVD. 86 449+15 14,520 5304.0 5306.5 5311.8 480 65 73 138 5311.8 87 452+30 14,520 5304.5 5309.3 5314.9 495 145 227 372 5315.3 Be 462+90 14,520 $310.6 5314.1 5317.1 680 160 100 260 5317.5 89 470+25 14,520 5311.2 5317.4 5321.3 810 415 128 543 5321.7 1. DISTANCE IN FEET ABOVE SOUTH PLATTE RIVER 2. FROM CENTER OF CHANNEL LOOKING DOWNSTREAM, MEASURED ALONG THE CROSS-SECTION LINE 3. U.S.G.S. DATUM p~ it r y + CONFINED TO CHANNEL ~fl'~~' J 1 FLOOD PLAIN AND FLOODWAY REFERENCE DATA URBAN DRAINAGE a FLOOD CONTROL DISTRICT FLOOD HAZARD AREA DELINEATION TABLE I CLEAR CREEK A M CON'T DA S COUNTY a JEFFERSON COUNTY iu~ :d is f ^ ~ ~ ❑ ~ - ti . w I, w ffi `-'Q ~ V ~0 o it ~ 4, I .w ,7r ° I ©~I J~ ~ , I • ~ : °r O\ w , I II I(~~nf E I I ~1 ¢ 0 l•~-~v/1MI~ n o Q 11 ❑ yw ; , fl I9, ❑Ir,C 1 IQI g a ~E : ; f 1 % 1 (fit x o }y °°o T 0 o^x 11 z G p x } i yi~ c ~Q g e l w LJV ~1 0° , a! q p 1 I O ^Va w y 8 u / II Ill~ LnT 0❑ a' ~~_aJl s ° 5 T w ay 1 L.I _ li 1 w i~•,❑ojltr r--s' z'oerr. °Y 3 b~.• x w n• /'7 w 6? .0 ' ~l]•-~-~ 0O l.f O 9 D 'U❑ ? ? I ti. $ I r~ Q ~I w W w. ~ o Q DS~ 11 ~'I P 4` 21 Jh~ a:: n•.w.w._..Tle `i Q❑f a.~❑nO ^~I0- ~4 `~~47ngQ ; 0 r~ ❑ ` I I s~ _ti_~. II ' a~0 ° 4 O wig nj~ x' L a G Q~rJ-❑ ^ \\1 i° j Op\ LJ LI '❑,,,,jj77 rzvzr ° I: ~T- ti oa O ' ti10 Q~~C(l Iv.Li c0..' is lr zezr. xvioa g i~~(a O ~~'a 0 i l o ~f- 'qo 00 x~~' oCD Q x•~ , ° C3 t J IQ 0 I x ~ !U O'1' ~p❑ ~ e° O ❑ \~-~-C7 cH I-~ • eKw I ^ .'~1T ,`J I ~ °Q S((~~9-0Q a x 3 tn,J ~❑3 - ~~~ll ,r~ x I I w nn i ~y~y~{\ , i I .Ii tz CQ' Q4 Od UQQ W I J'I ~~7 a >.y-q•°piJ\ is rrrzrV \ IQ 0 h ~ I I L 4i ,o L' $11 b 4 7~ ' U m ; :uo x; 'l I g a o IJ ">>[n\fl / ~ n°~:O° ° o Q o w 'v.~ew„mx ❑ ~ ~~qQQ I ~ / 1 w ~i O D / w ❑q°° O ~ ° J`~ , 1 1 II i '~„Q^a I~° ❑O. °_~J p~: Q:O❑ ^ ^ ° i~ I] ~,U' _ lO I d L ~~.00 O Q`, p~ 0w d 09 CLrtrt~ s Q 1(~~ e ss a 0'~ © O 13 I ll ((~~~~+7I V-. XXX %I r • 3 I ~ . '17 yena " pD°• R-'O u o er.. yanO~,g i V w a I~ O/pJ ~ 0 ~ III d• ~ c ~o.. iJ p ~ Q w o ~°o~ ~ Q~~ I ~ L I I ~ VO ~ ~ O 1 ~ x i 1 f \ ~ t0 / 1 q4u D❑ ❑ I' 0 ldt~~ ° O Q ~ ~ ' Ig o cb9'o Pp cl~w ❑wI nf~I p i 0;' D;" JLy] a d R x j 1° 1 I" Q 470: /a ❑ Q 01]'.flQ ~M ~+~e Q Iw ('11.3 ~ K ~ x• w / ; Q, q. db❑ QO ❑ ' d ; ~;d~ ate, ; ❑4 ; \ j o% ' / / Q Q d Q . w Q ❑Q Q t✓-1 ; / F~~ / Z 1 t , .l I / ° ❑ opoel 00 ❑ ❑a [1°'[[[❑~~~ E Q w ~w ❑ i~ i x €E 1~ t p III, o ~oqa°Q 7 dor3p13 o -~a~p❑~❑Q~ 'd[~pp o~0 !a° i i; 'ia a33a•rvr O o _ 'I~ I /i 0s ( ' YYOtl uv° F 3Y,YitM v'ouga 0£±I£t+ 01 50+16£ ~332~J AMMV I awr'eoap' jw~ NnO~ NOSa3dd3r Y AlH'100 SriWV -tp=u3a '>r QaGiO wa on eor rc~ .LL x~noo ~3osa3FJ3• B A.LNno3 swvav 10181sla lOaltJ00 000i~ OMf 38vNIV2l0 Ml82if1 r~rr -sxr xas.• u udn°aw 1>y3, i0 n3G >a awns 30aL•gp aznas IS W /S 3tx° -'7'yy °3eID8]a yw3nwx m H332D 21V31~ Nauv3nn3a V33IV aifvzvH aooia .c 3 - / , \ x. ~ ~a x 'i -h I ~ I /^P, Q • 0 60 a i=~ ~ ~ G2 133NS MO MY°.K S)'YaOaA 3atJY1G Y33x" Ll c °~❑a[~❑❑ ~ ® a: .pp2.}:a~aaG >x.>.o n n D i p ~ I -.y~~a p❑r°[l7❑d❑ ° Q : _ - awl 1 r ( C 00 K LLJf U x J o= as _ a 3 Yl I~~ ~ ° ❑ ,r1 A~ D.,,,f~, ~ o j x / i ~ ~ I off- . = ' , 7 k J • DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N lI-L9-q9 Property Owner : Cn"/ oF - ~D ~ Property Address : zleito 44.tR-T44c(~ ST Contractor License No. : /7G / Z ~ Company : ~ Tcac ~-r6 Phone: 303 z~'i 7$" Phone: :;~03-~67-Z6QIV OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this pertnit application are accurete, and do not violate applicable orclinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for co lianee with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh~eas Ridge o~yiances, for work under this permit. DATE I t- L -Y Description : Pz,- ~.~,-t l'1~.rTF~ Construction Value : /S-z5pllgr Permit Fee : Use Tax : Total : Use : ~x,KS ~;_AloP . BUILDING DEPARTMENT USE ONLY ~ ~ .a~; ~ Approval: Zoning : Approvaf : Approval: Occupancy: Electrical License No : Company : Walls : Roof Plumbing License No : Company : Stories SIC : Sq. Ft. : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiretion Date : Approval : Approval : Approval : (1) This permit was issued in actortlance with the provisions set forth in yopur appliwlion and ia suOject to the laws of the State of Coloretlo antl to the Zoning Regulations antl Builtling CoEe of Wheat Ridge, ColoreCO or any other appliwble ordinances of the Ciry. (2) This permit shall expire if (A) the woAC auNOnzetl is not commenced within sirzly (BO) Eays hom issue date or (B) the building authonied is suspentled or abantlanetl for a perioC of 120 tlays. (3) It this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, proviCed no chan8es have been or will be matle in Ma onginal plans and specifiwtions antl any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full feea shall be paitl far a new pertnit. (4) No worK of any manner shall be Oone that will change the natu2l fiow o( water causin9 a tlrainage problem. (5) Cont2ctor shall notiy the Builtling Inspeclor hvenry-Mur (24) hours in advance (or all inspections antl shall receive written approval on inspection card Defore proceediing with sutce55ive phases of the1'ob. (6) The issuance of a permit or the approval of tlrawings anA specifiwlions shall not be consW etl lo Oe a permit for, nor an approval of, any violation of the provisions of the builtling codes or arry other oMinance, law, nile or regulation. Chief Building Inspector BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * . Correction Notice Job Located at I have this day inspected this structure and these premises and have found the foliowing violations of City and/or State laws gov- erning same: ) ~s✓-u~@. /41~r_~ -4 *1 m-.9 sAaes~'c-1c.Q. f,r q,r, enji%7c,Pr r o l4fci- You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. /90Y - ✓ i/~~'Oa ~✓s Sl~- /54o'ec,'4 Co~.---~- Date OJ 41 Io:pector r« emmiog oept. DO NOT REMOVE THIS TAG FORM WRB-42 MEMOR.ANDUM TO: Gary Wardle, Parks and Recreation Director FROM: Darin Morgan, Codes Administrator DATE: January 11, 1999 SUBJECT: Evaluation of buildings at 48'" and Marshall (f~ ur +r~ Per your request an inspection was done on the three buildings at 48" and Marshall to determine code compliance and usability. The three structures were inspected visually only and the house was inspected from the exterior only. Old sewer district office: Proposed Occupant Load 30 1. Need to have floor beams and supports evaluated by a structural engineer, beams and footings appear to be undersized? 2. Access to the front door does not meet accessability requirements. 3. Provide accessible separate sex restroom facilities. Old maintenance buildinas: 1. Rebuild water heater stand and secure to wall with straps. 2. Protect water heater from being hit by equipment with pipe bollards or curbing. 3. Provide accessible restroom facilities. 4. Provide proper occupancy separation between bays and office areas. Old house on oroperty: 1. Structure appears to have some serious structural problems and will needs to be evaluated by a structurel engineer no later than January 31. 1999. Per the 1997 Uniform Code for the Abatement of Dangerous Building, Section 302 and Chapter 10 of the 1997 Uniform Housing Code this building is considered as substandard and dangerous as defined in the code. If the engineer finds the same, the building should be abated, vacated and repaired or demolished. WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 303-424-7323 • Fax 303-940-0350 May 16, 2002 To: Joyce Manwaring Director of Parks and Recreation City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Fire Department review for Manwaring Field Park located at approximately 48 Ave & Marshal Street. i Dear Joyce; After a review of your proposed park located at approximately 48 Ave. & Marshal Street, the fire department has determined that there are no fire requirements that need to be met at this time. It apprears that there is adequate access to the park in the event of an emergency response by our agency. Thank you for the opportunity to review the proposed plans, If there are any - questions or concerns regarding this issue, I can be contacted at 303-403-5902, or Pager number 303-687-7336. Thank you for your help and consideration regarding this matter.' Respectfully; 4avzeoberts F.M.; W.R.F.P.D. Cc: Darrin Morgan, CBO, City of Wheat Ridge I i I i F wHe.ar City of Wheat Ridge ° o Planning and Development Department m Memorandum TO: Joyce Manwaring, Director Parks & Recreation FROM: Mary Austin, Planner (303-235-2852) VSO Planning & Development SUBJECT: Manwaring Field Complex DATE: May 20, 2002 The plan set has been reviewed for compliance with the City's Code of Laws. The following items, as shown on the plan, are issues according to the City's code requirements: One (1) street tree for every 30 feet of street frontage is required. This street tree requirement applies to both Old Arvada Road and Marshall Street. This should not be construed to mean trees placed 30 feet on center. The plan does not show the required number of street trees per the City's code requirement. clu,,°{e:: 1 4f? If`: .a° 2. The plan does not indicate the minimum size of the plantings. The City's code requires a minimum of 2" caliper for deciduous trees, a minimum height of 6 feet for evergreen trees, and a minimum of 5 gallon size for shrubs. 3 ) Based on the size of the parking lot at 91 spaces, the code requires 4 handicapped parking spaces. The minimum width of an accessible parking space is 8 %2 feet with an adjacent 5 foot accessible aisle. One of the required spaces must be "van accessible" and served by an access aisle a minimum of 8 feet in width. r 4. There is insufficient information provided on the plans to determine whether or not the new entrance sign complies with City code. Data regarding the height and distances from property lines would be needed. ~f { 4° r = a t Please let me know if clarification is needed regarding any of these issues. 5