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BUP2O1O-00080 CCS 9771 SW WASHINGTON SQUARE RD D08 GREG RILEY PROFESSIONAL ENGINEER STRUCTURAL ENGINEERING CONSULTANT STRUCTURAL ENGINEERING SERVICES NATIONWIDE 25381 BEAR VALLEY ROAD TEHACHAPI CA 93561 TELE :661 .821 .1202 FAX 661 .821 .1132 E-MAIL: r itue com W W W.STRUCTURALCONSULTING.COM June 22, 2010 Job No.: 10-073 City of Tigard RECEIVED Department of Building and Safety JUN 2 3 2010 13125 SW Hall Boulevard CITY OR TIGARD Tigard, Oregon 97223 BUILDING DIVISION Attention: Mr. Dan Nelson Re: California Cheap Skates (CCS) Washington Square Tigard, Oregon Permit:BUP2010-00080 The following changes have been made to the project structural engineering plans prepared under the direct supervision of the below signed licensed engineer. 1. Bridging/blocking has been added to the vertical seismic ceiling struts on detail 13/S3.0. 2. Bridging/blocking has been added to the wall and soffit braces shown in details 4/S3.0, 8/S3.0, and 9/S3.0. 3. A vertical wall section has been added at 3/S2.0 indicating the maximum un-braced height of typical stud walls. Sincerely, 07 I PRO, •1511 Greg Riley, Structural Engineer Oregon S.E. 61511 aaREGON Expires 12.31.2010 10 EXPIRES GREG RILEY PROFESSIONAL ENGINEER STRUCTURAL ENGINEERING CONSULTANT STRUCTURAL ENGINEERING SERVICES NATIONWIDE 25381 BEAR VALLEY ROAD TEHACHAPI CA 93561 TELE :661 .821 .1202 FAX 661 .821 .1132 E-MAIL: nieYPe(aaOLCum Structural Engineering Tenant Improvement Calculations Prepared For: Prizm Architects RECEIVED Decker Drive Suite 170 Irving, Texas 75062 JUN 1 0 2010 Project: CITY OFTIGARD CCS Store # 47257 BUILDING DIVISION Tenant Improvement Calculations Washington Square Space # D08 9585 SW Washington Blvd Portland, ORE 97223 Engineer of Record: Greg Riley, S.E., P.Eng. Oregon SE#: 61511 Expires 12.31.10 GR Job Number: 10-073.Storefront MAY 28, 2010 IRED PROF ' Glue te., 6151 04 9 OREGON FG R\ EXPIRES!..3 J o±+■ • Project Name = CCS 47257 Washington SQ Portland ORE 97223 Conterminous 48 States 2006 International Building Code Zip Code = 97223 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05000000074505806 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.944 (Ss) 1.0 0.340 (S1) Period Maximum Sa (sec) (g) 0.2 0.971 (Ss) 1.0 0.347 (S1) Period Minimum Sa (sec) (g) 0.2 0.907 (Ss) 1.0 0.334 (51) Conterminous 48 States 2006 International Building Code Zip Code = 97223 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = FvxS1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.060 (SMs, Fa = 1.122) 1.0 0.584 (SM1, Fv = 1.721) Period Maximum Sa (sec) (g) 0.2 1.079 (SMs, Fa = 1.112) 1.0 0.592 (SM1, Fv = 1.707) Period Minimum Sa (sec) (g) 0.2 1.032 (SMs, Fa = 1.137) 1.0 0.579 (SM 1, Fv = 1.731) Conterminous 48 States 2006 International Building Code Zip Code = 97223 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.706 (SDs) 1.0 0.390 (SD1) Period Maximum Sa (sec) (g) 0.2 0.720 (SDs) 1.0 0.394 (SD1) Period Minimum Sa (sec) (g) 0.2 0.688 (SDs) 1.0 0.386 (SDI) Ceiling and Soffit Loads: Dead Load = 15 psf Live Load = 10 psf Suspended Ceiling Design ASCE 7-05 Sections 12.4.2.2 and 13.5.6.2.2 Per attached USGS, maximum Sds for zip code 97223: 0.72g Per ASCE 7-05 Table 11.6-1: Seismic Design Category "SDC" 0.72g > 0.5g, therefore SDC = "D" Per ASCE 7-05 section 12.4.2.2: Ev = (0.2)(Sds)(D) _ (0.2)(0.72)D= 0.144D Vertical seismic force acting on ceiling = (0.144)(15 psf) = 2.16 psf Provide vertical seismic bracing for each 144 square feet of ceiling area Un-braced length of ceiling bracing = 30' (flr to fir) — 12' (clg) = 18'-0" For Typical Strut size of%2gpipe inside a 3/4 Wipe: kl r < 200, where k = 1.0 and r = 0.261 (1.0)(l) 0.261 = 200 4 lmax = 52.2 in = 4.35 ft< 18 feet, no good. Use metal studs for ceiling bracing Try 3 5/8"x 20 ga stud: r=1.44 in Id r = (1.0)(18ft x 12')/1.44" = 150 < 200 ok F'vertical at each brace = (2.16 psf)(144 sq ft) = 311# use 400# kl From ASD, Table C-36: For r = 150, Fa = 6.64 ksi fa = 0.4k/0.15 sq in = 2.67 ksi < 6.64 ksi --- o.k. Use 3 5/8"x 20 ga studs vertical ceiling bracing at 12 ft maximum spacing. Ceiling and Soffit Stud/Joist Design: Joist spaced @ 16 in. o.c. Maximum case L=8' w= 35 #/ft Mmax_ (35%)(8ft)2(12in) =3,360 #-in = 280 ft-lb 8 Vmax=(35 #/ft)(4)=140 # Note: all joists and beams are designed for typical& maximum conditions. "American Steel Framing Solutions" ICC-ES Report: ESR 2915 For Metal "C"Joists: 362S125-33 (3 5/8"x 20GA) Mmaz=334 ft-lb > 280 ft-lb o.k. 3 5/8"x 20GA joists @ 16 in. o.c. ok for maximum span of 8'-0" Metal Stud Box Beam Design: Assume max trib. = 5 ft, w= (5 ft)(25 psf) = 125 #/ft For L=10 ft or less Al— (1259(1Oft)2 =1,562 ft-lb Mmax for (2) 4"deep x 16GA (400S137-54) = (2)(1,169 ft-lb) = 2,338 ft-lb >1,562 ft-lb o.k. Check deflection, A, Aallowable = (10 ft)(12"/ft)/240 = 0.5" Aactuai = [5(1254/11)(1 0 ft)4 (1728 in3)J/[384(29,000,000 psi)(2 x 1.00 in4) Aactual = 0.48" < 0.5" OK (2) 4"xl6GA joists OK as box beam for 10'-0" maximum span For L= loft -.15ft M=(125%)(l 8 ft)2(12in) =42,188 #-in = 3,515 ft-lb Mmax for (2) 6" deep x 16GA (6005137-54) _ (2)(2,110 ft-lb) = 4,220 ft-lb > 3,515 ft-lb o.k. Check deflection, A, Dallowable = (15 ft)(12"/ft)/240 = 0.75" Aactual = [5(125#/ft)(15 ft)4 (1728 in3)]/[384(29,000,000 psi)(2 x 2.65 in4) Aactual = 0.92">0.75" no good Try (2) 8"x 16 ga for 15 foot span Aactual = [5(125#/ft)(15 ft)4 (1728 in311/[384(29,000,000 psi)(2 x 5.6 in4) Aactual = 0.43" < 0.75" OK (2) 8'xJ6GA joists ok as box beam at 15'-0" maximum span. For L= 15 ft -020 ft M (125%f)(20ft)2(12in) =75,000 #-in = 6,250 ft-lb 8 Mmax for (2) 10" deep x 16GA (10005200-54) = (2)(4,254 ft-lb) = 8,508 ft-lb > 6,250 ft-lb o.k. Check deflection, A, Aallowable = (20 ft)(12"/ft)/240 = 1.0" Aactual = [5(125#/ft)(20 ft)4 (1728 in311/[384(29,000,000 psi)(2 x 10.7 in4) Aactual = 0.72" < 1.0" OK (2) 10"xl6GA joists as box beam for maximum span of 20'-0". For L=20 ft —►25 ft M=(125/)(2g ft)2(12in) _117,188 #-in = 9,765 ft-lb M,�a,for (2) 12" deep x 16GA (1200S200-54) = (2)(5,172 ft-lb) = 10,344 ft-lb > 9,765 ft-lb o.k. Check deflection, A, Aallowable = (25 ft)(12"/ft)/240 = 1.25" Aactual = [5(125#/ft)(25 ft)4 (1728 in3)]/[384(29,000,000 psi)(2 x 16.33 in4) Aactual = 1.16" < 1.25" OK (2) 12"x16GA joists as box beam for maximum span of 25'-0". Lateral Analysis: Lateral Analysis per 2006 IBC and ASCE 7-05 Storefront soffit bracing each direction reference sections on plans Seismic Design at Storefront and Walls: Code References: 2006 IBC and ASCE 7-05 Per IBC 1607.13, 5 psf minimum horizontal load on partitions taller than 6 feet. Per ASCE 7-05 section 13.3.1 out of plane seismic forces on walls. Fp =0.4[(ap)(Sds)(Wp)(1 + 2(z/h))]/(Rp/Ip) Per attached USGS, maximum Sds for zip code 97223: 0.72g Wwau = 15 psf Per ASCE Table 13.5-1: ap = 1.0 Rp = 2.5 Fp =0.4[(1.0)(0.72)(15 psf)(1 + 2(1))]/(2.5/1)= 5.2 psf> 5 psf Seismic Governs (Use 6 psi 0.3(Sds)(Ip)Wp = (0.3)(0.72)(1.0)(15psf) = 3.24 psf< 6 psf Use Design Lateral Load of 6 psf onto storefront and walls Check partitions walls (H= 12'-0' Space braces at 4 feet on center Fkicker= (6 psf)(6 ft trio height)(4 ft o.c) = 144 # VC= 144#cos 45° =203 # use 250# Un-braced length of wall bracing at 45 degree angle 30' (fir to fir) — 12' (clg) = 18'-0" Brace length = (182+ 182) 172= 25.5 ft Try 3 5/8"x 20 ga stud: r=1.44 in (1.0)(25.5 ft)(12 i�t) —212 > 200 No good r 1.44in 6"x 20 ga stud: r = 2.19 in KL (1.0)(25.5 fi)(12i�t) —140 < 200 OK r 2.19in 0. ip = k F 1.64 si a > Q o.k., FQ= 7.62ksi, fa = 2 f 0.152in 25k Therefore 6"x 20 GA kickers @ 4 ft o.c. o.k. Note: This is conservative since it disregards the 2nd brace and only considers 1 brace. Per Hilti "Kwik-Pro"screws ICC-ES ESR 2196 Table 5 (Q = 3.0) #8 screw in shear = 174# Connection at brace to stud wall (3) #8 s.m.s. = (3)(174 #) = 522 # > 250# Check seismic out of plane bracing of roll up grille Grille weight = 1,000#with two TS column supports Wp= 500#at each brace Fp =0.4[(1.0)(0.72)(500#)(1 + 2(1))]/(2.5/1)= 172# Use 250# 0.3(Sds)(Ip)Wp = (0.3)(0.72)(1.0)(500#) = 108# < 250# Use Design Lateral Load of 250#onto angle iron brace Fangle iron brace = 250 # F'T/c= 250# =353 # use 500# cos 45° Un-braced length of angle iron brace at 45 degree angle 30' (fir to fir) — 12' (clg) = 18'-0" Brace length = (182+ 182) 1/2= 25.5 ft TryL 5"x5'x5/16": r=1.57 in KL (1.0)(25.5 ft)(121/ft) —194 < 200 OK r 1.57in O.Skip = 0.165 ksi Fa > a o.k., Fa = 3.93ksi, fa = f 3.03in L 5"x 5"x 5/16" brace at roll up grille ok o.k. TS Column supporting roll up grille Try: HSS 3x3x3/16 Height = 12'-0" Pdead = 500# (2 columns supporting 1000#grille) Psesimic = (0.2)(Sds)(500#) = (0.2)(0.72)(500#) = 72# Use 250# Refer to ENERCALC for HSS column at grille Vertical Interior Wall Stud Design: Maximum 12 foot un-braced length of stud. Try 3 5/8"x 20 ga wall studs Areanet = 0.15 in2 rstrong = 1.4 in. rweak = 0.43 in. "American Steel Framing Solutions"ICC-ES Report 2915 Interior Lateral Load= 6 psf per previous calculations Maximum out of plane moment = (6 ps,J(16"/12"/)(12 92/8 = 144 ft-lb Maximum allowable moment per ICC-ES 2915 = 334 ft-lb Maximum Vertical Point Load = (10 psf+ 15psf)(16"/12 9)(5) = 167# Use Pstud = 200# fa/Fa +fb/Fb < 1.0 Check kl/r in each direction Lstrong was = 12'-0" Lweak axis = 4'-0" (bridging/blocking @ 48') (1.0)(144')/1.44 in = 103 (1.0)(48')/0.43 in = 112 (governs) Fa = 11.4 ksi fa = (0.2 k)/(0.15 in2) = 1.4 ksi (1.4 ksi)/(11.4 ksi) + (144 ft-lb)/(334 ft-lb) = 0.56 < 1.0 OK 12 ft un-braced length, 3 5/8"x 20 ga stud at 16"o.c. ok Title Block Line 1 Title: Job# You can changes this area Dsgnr: using the*Settings"menu item Project Desc.: and then using the'Printing& N , Title Block'selection. Project otes: Title Block Line 6 ._.. ,- -- - -- - - --- - Pnnted 7 JUN 2010 11 56AM --_- Steel Column ENERCALC,INC.1963-2009,Ver.6.1.00, N:65835 Lic.#:KW-06004325 License Owner:STRUCTURAL ENGINEERING CONSULTANTS Description: HSS Column at Roll Up Grille General Information Code Ref: 2006 IBC,AISC Manual 13th Edition Steel Section Name: HSS3X3X3/16 Overall Column Height 13.0 ft Analysis Method: 2006 IBC&ASCE 7-05 Top&Bottom Fixity Top&Bottom Pinned Steel Stress Grade Fy:Steel Yield 46.0 ksi Brace condition for deflection(buckling)along columns: E:Elastic Bending Modulus 29,000.0 ksi X-X(width)axis:Unbraced Length for X-X Axis buckling=13ft,K=1.0 Load Combination: Allowable Stress Y-Y(depth)axis:Unbraced Length for Y-Y Axis buckling=13 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:89.063 lbs*Dead Load Factor AXIAL LOADS... Roll Up Grille:Axial Load at 13.0 ft,Xecc= 2.000in,Yecc= 2.000in,D=0.50,LR=0.50,E=0.250 k BENDING LOADS... Out of plane seismic:Lat.Uniform Load creating Mx-x,E=0.10 ktft DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3566 :1 Maximum SERVICE Load Reactions.. Load Combination +1.101D-0.70E+H Top along X-X 0.006410 k Location of mtuc.above base 6.631 ft Bottom along X-X 0.006410 k At maximum location values are... Top along Y-Y 0.6532 k Pu:Axial 0.4734 k Bottom along Y-Y 0.6468 k Pn/Omega:Allowable 15.194 k Mu-x:Applied 1.510 k-ft Maximum SERVICE Load Deflections... Mn-x/Omega:Allowable 4.522 k-ft Along Y-Y -0.8998 in at 6.544ft above base for load combination:E Only Mu-y:Applied 0.03191 k-ft Mn-y/Omega:Allowable 4.522 k-ft Along X-X 0.02207 in at 7.591ft above base for load combination:D Only PASS Maximum Shear Stress Ratio= 003080 :1 Load Combination +1.101D+0.70E+H Location of max.above base 13.0 ft At maximum location values are... Vu:Applied 0.4643 k Vn/Omega:Allowable 15.073 k Load Combination Results _.._ Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D 0.056 PASS 12.91 ft 0.000 PASS 0.00 ft +D+L+H 0.056 PASS 12.91 ft 0.000 PASS 0.00 ft +D+Lr+H 0.109 PASS 12.91 ft 0.001 PASS 0.00 ft +D+0.750Lr+0.750L+H 0.096 PASS 12.91 ft 0.001 PASS 0.00 ft +1.101D+0.70E+H 0.354 PASS 6.54 ft 0.031 PASS 13.00 ft +1.101D-0.70E+H 0.357 PASS 6.63 ft 0.031 PASS 0.00 ft +1.076D+0.750Lr+0.750L+0.5250E+H 0.283 PASS 6.46 ft 0.024 PASS 13.00 ft +1.076D+0.750Lr+0.750L-0.5250E+H 0.304 PASS 6.89 ft 0.023 PASS 0.00 ft +1.101D+0.750L+0.750S+0.5250E+H 0.271 PASS 6.46 ft 0.023 PASS 13.00 ft +1.101D+0.750L+0.7505-0.5250E+H 0.278 PASS 6.72 ft 0.023 PASS 0.00 ft +0.49920+0.70E+H 0.342 PASS 6.5.4 ft 0.031 PASS 13.00 ft +0.4992D-0.70E+H 0.334 PASS 6.54 ft 0.030 PASS 0.00 ft Maximum Reactions-Unfactored Note:Only non-zero reactions are listed. ------- X-X Axis Reaction Y-Y Axis Reaction Load Combination @ Base @ Top @ Base @ Top D Only -0.006 -0.006 -0.006 -0.006 Li Only -0.006 -0.006 -0.006 -0.006 E Only -0.003 -0.003 0.647 -0.653 -E Only 0.003 0.003 -0.647 0.653 Title Block Line 1 Title: Job# You can changes this area Dsgnr: using the'settings'menu item Project Desc.: and then using the'Printing& Project Notes: Title Block"selection. Title Block Line 6 Printed 7 JUN 2010,1156AM L Steel Column V 06035 License Owner:STRUCTURAL ENGIN R GCONSULTANTS Description: HSS Column at Roll Up Grille Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0221 in 7.591 ft 0.022 in 7.591 ft Lr Only 0.0221 in 7.591 ft 0.022 in 7.591 ft E Only 0.0110 in 7.591 ft -0.900 in 6.544 ft -E Only -0.0110 in 7.591 ft 0.900 in 6.544 ft Steel Section Properties : HSS3X3X3/16 Depth = 3.000 in I xx = 2.46 in"4 J = 4.030 in"4 Web Thick = 0.000 in S xx = 1.64 in"3 Flange Width = 3.000 in R xx = 1.140 in Flange Thick = 0.187 in Area = 1.890 in"2 I yy = 2.460 in"4 Weight = 6.851 plf S yy = 1.640 in"3 R yy = 1.140 in Ycg = 0.000 in M-xtoads *Load 1 c 0 Q 3-OOin Loads are total entered value Arrows do not reflect absolute drtecUOn Building Codes Division Statewide Code Interpretation Working with Oregonians to ensure safe building construction while No 2004 OSSC Section 1621.1 and supporting a positive business climate. 2007 OSSC (effective on April 1, 2007) Section 1613.1. 2004 OSSC Section 1621.1, 2007 OSSC Section 1613.1, Code Section: ASCE 7-02 Section 9.6.2.6 and ASCE 7-05 Section 13.5.6.2.2 2004 and 2007 for OSSC's and Code Edition: 2002 and 2005 for ASCE Standard 7. Date: REVISED:April20, 2007 Subject: Construction requirements for Suspended Ceiling Systems. Question: What are the minimum requirements of the Oregon Structural Specialty Code for the construction of suspended ceiling systems? Answer: I. The following options are available: a. An engineered ceiling system designed for appropriate forces, b. Prescriptive ceiling systems per CISCA standards as provided below,except for ceiling systems in structures classified as Occupancy category III or IV: i. in Seismic Design Category C, construction in accordance with CISCA standards for seismic zones 0-2. All of the notes in section IV of this interpretation shall be applicable in addition to the CISCA requirements ii. in Seismic Design Categories D through F, construction in accordance with CISCA standard for seismic zones 3 and 4 with modifications as noted in ASCE 7-02 or ASCE 7-05 standard. All of the notes in sections IV and V of this interpretation shall be applicable in addition to the requirements contained in ASCE 7-02/05 or ASCE 7-05 and the CISCA standards for Building Codes Division•Department of Consumer and Business Services•State of Oregon 1535 Edgewater NW Salem,Oregon•PO Box 14470 Salem,OR 97309-0404 e' 503-378-4133 •TTY 503-373-1358 1 Fax 503-378-2322♦bcd.oregon.gov 0,. In accordance with OAR 918-008-0110,the information contained in this statewide code interpretation is legally binding on any party involved in activities regulated by applicable Oregon law,applicable Oregon regulations or the state building code.If the information contained in this statewide code interpretation is cited as a basis for a civil infraction,a representative of the jurisdiction must cite the interpretation number found in this document. Seismic Design Categories D through F. c. Effective April 1,2007, (with the adoption of the 2007 OSSC) the following two additional options will be available based upon ASCE 7-05 Sections 13.2.5 and 13.2.6: i. Shake table testing of components and their supports,to determine their seismic capacities, in accordance with ICC Acceptance criteria 156. {Section 13.2.5 of the ASCE 7-05.}, or ii. Seismic qualification by experience data based on nationally recognized procedures. {Section 13.2.6 of the ASCE 7-05.1 II. Northwest Wall& Ceiling Bureau- Technical Bulletin 401 OREGON (NWCB TB 4010R): In structures other than those classified as occupancy category III or IV, suspended ceilings installed in accordance with the prescriptive provisions of NWCB TB 4010R are deemed to comply with this interpretation. NWCB TB 4010R contains information compiled from the different applicable documents such as ASCE Standard 7-05, IBC 2006,ASTM Standard C635 and CISCA and is available at the following internet address: http://www.nwcb.org/images/resource_files/401_0REGON.pdf All of the notes in sections IV and V of this interpretation shall be applicable in addition to the requirements contained in NWCB TB 4010R. III. The Seismic restraint for suspended ceiling systems in structures classified as Occupancy Category III and IV, are required to be designed for the specific project and the anchorage of the ceiling system is required to be periodically special inspected in Seismic Design Categories D, E, and F in accordance with the provisions of the current edition of the Oregon Structural Specialty Code. IV. GENERAL NOTES. The following notes are applicable to sections I and II: a. SPECIALTY CEILINGS. Specialty ceilings, must be installed using an engineered design and may not use the provisions of this interpretation. Specialty ceilings include but are not limited to those: i. Incorporating arched ceilings, curved or curvilinear ceilings or sloped ceilings; or ii. Having no direct connection to the surrounding walls or supports, such as "free floating" or"cloud" ceiling elements. b. TILES. Suspended ceilings installed to this interpretation may use either standard acoustical lay-in ceiling panels,tegular or kerfed ceiling panels. -2- c. SPREADER BARS. i. Wire ties are deemed equivalent to spreader bars ii. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. iii. Spreader bars are not required at perimeters where ceiling grid ends are attached to closure angles. d. WIRE GAUGE: The minimum wire size shall be US Steel Wire Gage#12 (0.1055 inch). V. Notes Specific to Design Categories D through F a. Lateral force bracing is required for ceilings over 144 square feet. b. Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing. c. GRID ATTACHMENT: The suspended ceiling grid shall be attached to two adjacent walls. Soffits complying D(ii)(2) are deemed to be equivalent to walls. d. SEISMIC JOINTS i. For ceiling areas exceeding 2,500 square feet, a seismic separation joint shall be provided. The layout and location of seismic separation joints shall be per the designer of record and noted on the plans. ii. In lieu of seismic separation joints,the ceiling may be divided into areas less than 2,500 square feet by the use of partitions or soffits as described below. 1. Partitions. Where used,partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. 2. Soffits. Where used, soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. iii. Other than partitions and soffits, seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating documentation is provided. iv. The minimum movement that must be accommodated at seismic joints is 3/4 of an inch. e. PERIMETER CLIPS: Where substantiating documentation is provided,perimeter clips may be used to satisfy the following requirements: i. 2 inch closure angle ii. Spreader bar requirements f. Sprinkler Heads: Flexible head design that can accommodate 1 inch free movement in any direction shall be permitted as an -3- alternate to the requirement for 2 inch oversize rings, sleeves or adapters through the ceiling tile. g "Powder driven shot-in-anchors"when used for seismic application as part of the prescriptive path in Seismic Design Categories D, E, &F shall have an ICC-ES approval for seismic applications and shall require "special inspection" irrespective of the type of"occupancy category" the structure is in. Anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from this requirement. As of the issuance of this interpretation, approved load testing values for the use of`powder driven shot-in-anchors"in normal-weight concrete over a metal pan deck have not been established. Until such time as approved load testing values are established, an on-site pull-test of such assemblies is required. The test shall demonstrate that the anchor can support a minimum 250 lbs for not less than 10 seconds and be conducted by an approved testing agency. At a minimum, such testing shall be performed on 5%of the total number of wires but no less 5. Test samples shall be selected from dispersed locations. On Site Test Failures. In case of pull test failures,the testing agency shall notify the local jurisdiction. An increased level of testing, as described below, shall be conducted. All failed anchors shall be replaced. Increased testing requirements. 1. A minimum of 6 anchors in the immediate vicinity of the failed anchor shall be tested. 2. In the event of any additional failure, all anchors placed on the same day shall be tested. Load testing results are required to be submitted to the local jurisdiction for approval prior to the ceiling grid inspections. h. Expansion,Screw In and Adhesive Anchors. The International Codes Counsel—Evaluation Services(ICC-ES)has recently issued new acceptance criteria for the anchors noted above. In order to give manufacturers time to complete the approval process,the Building Codes Division is authorizing the following grace periods effective immediately: 1. Expansion anchors: Grace period expires November 30, 2007. In the interim, expansion anchors must comply with the previously issued acceptance criteria"AC01."After that date, expansion anchors must comply with the new ICC-ES acceptance criteria"AC 193." 2. Screw anchors: Grace period expires April 30,2008. In the interim, screw anchors must comply with the previously issued acceptance criteria"AC 106."After that date, screw -4- anchors must comply with the new ICC-ES acceptance criteria"AC 193." 3. Adhesive anchors: Grace period expires April 30, 2008. In the interim, adhesive anchors must comply with the previously issued acceptance criteria"AC58." After that date,adhesive anchors must comply with the new ICC-ES acceptance criteria"AC308." Please note that the grace periods referenced above will not be extended VI. Upgrading of Existing Ceilings; a. Ceilings without Seismic Bracing. Where existing ceilings are without seismic bracing, the ceiling system shall be brought into substantial compliance with current code requirements when 50%or more of the ceiling tile is altered,repaired or replaced as part of a general space alteration,or if all of the ceiling system is removed. Substantial Compliance means installation of the following items where required in new construction; i. lateral force bracing(splayed wires) ii. compression struts iii. slack wires on all light fixtures and air terminals. This requirement does not trigger the need for; i. 2 inch closure angle as specified in section II ii. Seismic separation joints iii. 1 inch movement in all directions around sprinkler pendants These upgrades are not required when: i. removing portions of tiles or panels and/or grid to alter ductwork, sprinkler pipe, etc. ii. portions of a ceiling are removed only to facilitate the installation of sprinkler piping. b. Ceilings without Compression Struts. Where existing ceilings have seismic bracing but do not have compression struts at the center of the splayed wires, the addition of compression struts will only be required when and where the grid is replaced, altered,raised or lowered. Analysis: Building Codes Division staff has obtained clarifications from both the ASCE and CISCA staff regarding the intent of provisions in their respective documents. Both documents intended to allow the prescriptive construction of suspended ceilings in accordance with the methodology provided in the appropriate CISCA standard along-with the modifications listed in the ASCE 7 document. Contact: Richard S. Rogers,Structural Program Chief richard.rogcrs(2ii,statc.or.us (503)3784472 -5- F--' ICC EVALUATION � SERVICE \10<[W dHv;lue}Teti�nd'ru�ted ICC-ES Evaluation Report ESR-2915 Issued May 1, 2010 This report is subject to re-examination in one year. www.icc-es.orq j (800)423-6587 j (562)699-0543 A Subsidiary of the International Code Council® DIVISION:05—METALS 3.2 Material: Section:05400—Cold-Formed Metal Framing ASFS metal framing members with a thickness of 54 mils Section:Section:05410—Load-Bearing 2Cl o r d Steel Stud or more are cold-formed from steel coils conforming to 05420—Cold-Formed Step Joists ASTM A 653 SS Grade 50 Class 1 or ASTM A 1003 DIVISION:09—FINISHES Structural Grade 50 Type H (ST5OH). Members with a Section:09110--Non-Load-Bearing Wail Framing thickness of 43 mils or less are cold-formed from steel coils conforming to ASTM A 653 SS Grade 33 or ASTM A 1003 REPORT HOLDER: Structural Grade 33 Type H (ST33H). ASTM A 1003 Nonstructural Grade 33 (NS33) is used only for interior AMERICAN STEEL FRAMING SOLUTIONS nonload-bearing studs with a 5 psf (240 Pa) maximum POST OFFICE BOX 1425 transverse load. The steel is hot-dipped galvanized with 7747 EAST ROSECRANS AVENUE a minimum galvanization coating designation of G60 for PARAMOUNT,CALIFORNIA 90723-1425 all framing members, except that the galvanization (562)60200 coating designation may be G40 for interior nonload- www.staubmetals.ceam bearing wall framing with a 5 psf (240 Pa) maximum transverse load.The base-metal thickness is specified in EVALUATION SUBJECT: Tables 1 through 4. 4.0 DESIGN AND INSTALLATION METAL FRAMING 4.1 Desig n: 1.0 EV ALUATION SCOPE The section properties indicated in Tables 3 and 4 have Compliance with the following code: been determined in accordance with the North American 2006 International Building Code°(IBC) Specification for Design of Cold-formed Steel Structural Members, including 2004 Supplement (AISI-NAS). The Property evaluated: allowable moments,Ma,as indicated in Tables 3 and 4,are Structural for use with Allowable Strength Design(ASD),and are for 2.0 USES flexural members installed with the compression flange continuously braced. For other conditions of compression American Steel Framing Solutions(ASFS)metal framing is flange bracing,the allowable moment must be determined used for joists, rafters, nonload-bearing interior walls, in accordance with AISI-NAS. Allowable concentrated curtain walls,and load-bearing walls. loads and reactions based on web crippling are in Tables 5 3.0 DESCRIPT iON and 6. The design of flexural members must address combined bending and web crippling, and combined 3.1 Gen eras: bending and shear, as applicable, in accordance with the The metal framing members described in this report are AISI-WAS. factory-formed from coils of steel at the ASFS facility in 4.2 in stallation: Fontana, California. See Tables 1 and 2 and Figure 1 for recognized profiles and section names. The C-sections The framing members must be installed in accordance with (Table 1) are manufactured with and without web punch- the code, the approved plans and this report. If there is a outs. When provided, punch-outs have a width of 11/2 conflict between the plans submitted for approval and this inches (38 mm) and a length of inches (102 mm) for report, this report governs. The approved plans must be sections with a web depth of 35/8 inches (92 mm) or available at the jobsite at all times during installation. greater,and have a width of /4 inch(19 mm)and a length 5.0 CONDITIONS OF USE of 4 inches(102 mm)for sections with a web depth of 2/2 inches(64 mm)or less. The punch-outs are located along The American Steel Framing Solutions metal framing the centerline of the member with a center-to-center members described in this report comply with, or are spacing of 24 inches (610 mm). The minimum distance suitable alternatives to what is specified in, the code between the end of the member and the near edge of the indicated in Section 1.0 of this report, subject to the web punch-out is 10 inches(254 mm). following conditions: ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be consumed R - as an endorsement 0-the subject of the report or a recommendationjor its use.There is no mammy by ICC Evaluation Service,Inc.,express or implied as (ANSI to any jhulng or other matter in this report or as to terry product covered by the report. ' = Copyright O 2010 Page 1 of 17 ESR-2915 I Most LMdefy Accepted and Trusted Page 2 of 17 5.1 The cold-formed steel members are installed in 6.0 EVIDENCE SUBMITTED accordance with the code, the approved plans and Data in accordance with ICC-ES Acceptance Criteria for this report. Cold-formed Steel Framing Members (AC46), dated 5.2 Minimum uncoated base-metal thickness of the cold- February 2007(editorially revised April 2008). formed steel members as delivered to the jobsite 7.0 IDENTIFIC ATION must be at least 95 percent of the design base-metal thickness noted in Tables 1 and 2. At a spacing not exceeding 48 inches (1219 mm) on 5.3 Complete plans and calculations verifying compliance center, each cold-formed steel member is stamped with the American Steel Framing Solutions name or initials with this report must be submitted to the code official (ASFS); the section name as described in Tables 1 for each project at the time of permit application. The through 4; the evaluation report number (ICC-ES ESR- calc ulations and drawings must be prepared and 2915);the minimum uncoated base-metal thickness in mils sealed by a registered design professional where or decimal inches;the minimum specified yield strength[if required by the statutes of the jurisdiction in which the greater than 33 ksi (228 MPa)); and the galvanization project is to be constructed. coating designation(if G60 or greater). 5A Framing members having a galvanized coating weight of less than G60 must be limited to use as nonload- bearing interior wall framing subject to a maximum transverse load of 5 psf(239 Pa). ESR-2915 I Most Widely Accepted and Trusted Page 3 of 17 TABLE 1-C-SECTIONS/SHAPES DESIGN MINIMUM INSIDE PRODUCT F, BASE-IETAL BASE-METAL WEB' FLANGE UP BEND DESIGNATION (ksi) � THICKNESS THICKNESS (In) (In) (in) RADIUS (In) (R) (in) 1625125-17 33 17 0.0173 0.0164 1.625 1.250 0.250 0.0938 1625125-18 33 18 0.0188 0.0179 1.625 1.250 0.250 0.0843 1628125-25 33 25 0.0252 0.0239 1.625 1.250 0.250 0.0820 1625125-27 33 27 0.0283 0.0269 1.625 1.250 0.250 0.0796 1626125-33 33 _ 33 0.0346 0.0329 1.625 1.250 0.250 0.0764 2508125-17 33 17 0.0173 0.0164 2.500 1.250 0.250 0.0938 2506125-18 33 18 0.0188 0.0179 2.500 1.250 0250 0.0843 2505125-25 33 25 0.0252 0.0239 2.500 1.250 0.250 0.0820 2508125-27 33 27 1 0.0283 0.0269 2.500 1.250 0.250 0.0796 2506125-33 33 33 0.0346 0.0329 2.500 1250 0.250 0.0764 3625125-172 33 17 0.0173 0.0164 3.625 1.250 0.250 0.0938 3626125-18 33 18 0.0188 0.0179 3.625 1.250 0.250 0.0843 3626125-25 33 25 0.0252 0.0239 3.625 1.250 0250 0.0820 3628125-27 33 27 0.0283 0.0269 3.625 1.250 0.250 0.0796 3826125-33 33 33 0.0346 0.0329 3.625 1.250 0.250 0.0764 3625137.43 33 43 0.0451 0.0428 3.625 1.375 0.563 0.0712 3626137.54 50 54 0.0566 0.0538 3.625 1.375 0.563 0.0849 3625137-68 50 66 0.0713 0.0677 3.625 1.375 0.563 0.1069 3625162-43 33 43 0.0451 0.0428 3.625 1.625 0.563 0.0712 3626162-54 50 54 0.0566 0.0538 3.625 1.625 0.563 0.0849 3625162-68 50 68 0.0713 0.0677 3.625 1.625 0.563 0.1069 4005125-172 33 17 0.0173 0.0164 4.000 1.250 0.250 0.0938 4005125-182 33 18 0.0188 0.0179 4.000 1.250 0.250 0.0843 4005125-25 33 25 0.0252 0.0239 4.000 1.250 0.250 0.0820 4006125-27 33 27 0.0283 0.0269 4.000 1.250 0250 0.0796 4008125-33 33 33 0.0346 0.0329 4.000 1.250 0250 0.0764 4006137-43 33 43 0.0451 0.0428 4.000 1.375 0.563 0.0712 4005137-54 50 54 0.0566 0.0538 4.000 1.375 0.563 0.0849 4006137-68 50 68 0.0713 0.0677 4.000 1.375 0.583 0.1069 4006162-43 33 43 0.0451 0.0428 4.000 1.625 0.563 0.0712 4006162-54 50 54 0.0566 0.0538 4.000 1.625 0.563 0.0849 4005162-68 50 68 0.0713 0.0677 4.000 1.625 0.563 0.1069 6006125.252 33 25 0.0252 0.0239 6.000 1.250 0250 0.0820 6005125-272 33 27 0.0283 0.0269 6.000 1.250 0.250 0.0796 6006125-33 33 33 0.0346 0.0329 6.000 1250 0.250 0.0764 600S137-43 33 43 0.0451 0.0428 6.000 1.375 0.563 0.0712 6008137-54 50 54 0.0566 0.0538 6.000 1.375 0.563 0.0849 6005137-68 50 68 0.0713 0.0677 6.000 1.375 0.563 0.1069 6008162-43 33 43 0.0451 0.0428 6.000 1.625 0.563 0.0712 600S162-54 50 54 0.0566 0.0538 6.000 1.625 0.563 0.0849 6006162-68 50 68 0.0713 0.0677 6.000 1.625 0.563 0.1069 7258175-43 33 43 0.0451 0.0428 7.250 1.750 0.625 0.0712 7255175.54 50 54 0.0566 0.0538 7.250 1.750 0.625 0.0849 7256175-68 50 68 0.0713 0.0677 7250 1.750 0.625 0.1069 7256175-97 50 97 0.1017 0.0966 7.250 1.750 0.625 0.1525 For SI:1 inch=25.4 mm,1 lb=4.448 N,1 psf=47.88 Pa. 'Web depth measured from outside face to outside face of flanges. 2Web height-to-thickness(hit)ratio exceeds 200.Web stiffeners are required in accordance with AISI-NAS Sections 61.2 and 016.1.No holes or punch-outs are permitted in the web. Table 1 continued on next page. ESR-2915 I Most Widely Accepted and Trusted Page 4 of 17 TABLE 1--C SECT1ONSISHAPES(Continued) DESIGN MINIMUM INSIDE PRODUCT F, BASE-METAL BASE-METAL WEB' FLANGE LIP BEND DESIGNATION (lad) tams THICKNESS THICKNESS (In) (in) (In) RADIUS (In) (In) (In) 8005162-43 33 43 0.0451 0.0428 8.000 1.625 0.563 0.0712 8005162-54 50 54 0.0566 0.0538 8.000 1.625 0.563 0.0849 8005162-68 50 68 0.0713 0.0677 8.000 1.625 0.563 0.1069 8005175-43 33 43 0.0451 0.0428 8.000 1.750 0.625 0.0712 8005175-54 50 54 0.0566 0.0538 8.000 1.750 0.625 0.0849 8006175-68 50 68 0.0713 0.0677 8000 1.750 0.625 0.1069 8005175-97 50 97 0.1017 0.0966 8.000 1.750 0.625 0.1525 8005250-54 50 54 0.0566 0.0538 8.000 2.500 0.625 0.0849 8005250-68 50 68 0.0713 0.0677 8.000 2.500 0.625 0.1069 8005250-97 50 97 0.1017 1 0.0966 8.000 2.500 0.625 0.1525 9255175.43 33 43 0.0451 0.0428 9.250 1.750 0.625 0.0712 9256175-54 50 54 0.0566 0.0538 9.250 1.750 0.625 0.0849 9255175-68 50 68 0.0713 0.0877 9.250 1.750 0.825 0.1069 9255175-97 50 97 0.1017 0.0966 9.250 1.750 0.625 0.1525 10005200-432 33 43 0.0451 0.0428 10.000 2.000 0.625 0.0712 10005200-54 50 54 1 0.0566 0.0538 10.000 2.000 0.625 0.0849 10005200-68 50 68 0.0713 0.0677 10.000 2.000 0.625 0.1069 10006200-97 50 97 0.1017 0.0966 10.000 2.000 0.625 0.1525 10005250-54 50 54 0.0566 0.0538 10.000 2.500 0.625 0.0849 10005250-68 50 68 0.0713 0.0677 10.000 2.500 0.625 0.1069 10005250.97 50 97 0.1017 0.0966 10.000 2.500 0.625 0.1525 11255175-432 33 43 0.0451 0.0428 11.250 1.75Q 0.625 0.0712 11256175-54 50 54 0.0566 0.0538 11250 1.750 0.625 0.0849 11256175-68 50 68 0.0713 0.0677 11.250 1.750 0.625 0.1069 11255175-97 50 97 0.1017 0.0966 11.250 1.750 0.625 0.1525 12005200-542 50 54 0.0566 0.0538 12.000 2.000 0.625 0.0849 12005200-68 50 68 0.0713 0.0677 12.000 2.000 0.625 0.1069 12006200-97 50 97 0.1017 0.0966 12.000 2.000 0.625 0.1525 12005250-542 50 54 60586 0.0538 12.000 2.500 0.625 0.0849 12005250-68 50 68 0.0713 0.0677 12.000 2.500 0.625 0.10 12005250-97 50 97 0.1017 0.0966 12.000 2.500 0.625 0.1525 14005200-542 50 54 0.0566 0.0538 14.000 2.000 0.625 0.0849 14006200-68 50 68 0.0713 0.0677 14.000 2.000 0.625 0.1069 14005200-97 50 97 0.1017 0.0966 14.000 2.000 0.625 0.1525 14005250-542 50 54 0.0566 0.0538 14.000 2.500 0.625 0.0849 14005250-68 50 68 0.0713 0.0677 14.000 2.500 0.625 0.1069 14006250-97 50 97 0.1017 0.0966 14.000 2.500 0.625 0.1525 For Si:1 inch=25.4 mm,1 Ib=4.448 N,1 psf=47.88 Pa_ 'Web depth measured from outside face to outside face of flanges. 2Web height-to-thickness(hft)ratio exceeds 200.Web stiffeners are required in accordance with AISI-NAS Sections 812 and C3.6.1.No holes or punch-outs are pennitted in the web. ESR-2915 I Most Wdely Accepted and Trusted Page 5 of 17 TABLE 2-TRACKS DESIGN MINIMUM INSIDE PRODUCT F, BASE METAL BASE-METAL WEB' FLANGE BEND DESIGNATION (itsf) LS THICKNESS THICKNESS (in) (In) RADIUS (in) (in) (in) 162T125-25 33 25 0.0252 0.0239 1.625 1250 0.08200 1621125-27 33 27 0.0283 0.0269 1.625 1.250 0.07960 1621125-33 33 33 0.0346 0.0329 1.625 1.250 0.07640 2501125-25 33 25 0.0252 0.0239 2.500 1.250 0.08200 250T125-27 33 27 0.0283 1 0.0289 2.500 1.250 0.07960 2501125-33 33 33 0.0346 0.0329 2.500 1.250 0.07640 3621125-25 33 25 0.0252 0.0239 3.625 1.250 0.08200 362T125-27 33 27 0.0283 0.0269 3.625 1250 0.07960 362112533 33 33 0.0346 0.0329 3.625 1250 0.07640 362T150-43 33 43 0.0451 , 0.0428 3.625 1.500 0.07120 362T150-54 50 54 0.0566 0.0538 3.625 1.500 0.08490 3621150.68 50 68 0.0713 0.0677 3.625 1.500 0.10690 400T125-25 33 25 0.0252 0.0239 4.000 1.250 0.08200 400T125-27 33 27 0.0283 0.0269 4.000 1.250 0.07960 400T125-33 33 33 0.0346 0.0329 4.000 1.250 0.07640 4001150-43 33 43 0.0451 0.0428 4.000 1.500 0.07120 4001150.54 50 54 0.0566 0.0538 4.000 1 1.500 0.08490 4001150.68 50 68 0.0713 0.0677 _ 4.000 1.500 0.10690 6001125-252 33 25 0.0252 0.0239 6.000 1.250 0.08200 6001125-272 33 27 0.0283 0.0269 6.000 1250 0.07960 600T125-33 33 33 0.0346 0.0329 6.000 1.250 0.07640 6001150-43 33 43 0.0451 0.0428 6.161 1.500 0.07120 6001150-54 , 50 54 0.0566 0.0538 6.198 1.500 0.08490 600T150-68 50 68 0.0713 0.0677 6250 1.500 0.10690 7251200-43 33 43 0.0451 0.0428 7.411 2.000 0.0712 725T200-54 50 54 0.0566 0.0538 7.448 2.000 0.0849 7251200-68 50 68 0.0713 0.0677 7.500 2.000 0.1069 7251200-97 50 97 0.1017 0.0966 7.606 2.000 0.1525 8001150.43 33 43 0.0451 0.0428 8.161 1.500 0.07120 8001150-54 50 54 0.0566 0.0538 8.198 1.500 0.08490 8001150.68 50 68 0.0713 0.0677 8.250 1.500 0.10690 8007200.43 33 43 0.0451 0.0428 8.161 2.000 0.0712 8001200.54 50 54 0.0566 0.0538 8.198 2.000 0.0849 8007200.68 50 68 0.0713 0.0677 8.250 2.000 0.1069 8001200-97 50 97 0.1017 0.0966 8.356 2.000 0.1525 9251200-432 33 43 0.0451 0.0428 9.411 2.000 0.0712 925T200-54 50 54 0.0566 0.0538 9.448 2.000 0.0849 9257200.68 50 68 0.0713 0.0677 9.500 2.000 0.1069 9251200-97 50 97 0.1017 0.0966 9.606 2.000 0.1525 10007208432 33 43 0.0451 0.0428 10.161 2.000 0.0712 10007200-54 50 54 0.0566 0.0538 10.198 2.000 0.0849 10001200-68 50 68 0.0713 0.0677 10.250 2.000 0.1069 10001200-97 50 97 0.1017 0.0966 10.356 2.000 0.1525 11257200-432 33 43 0.0451 0.0428 11.411 2.000 0.0712 11251200-54 50 54 0.0566 0.0538 11.448 2.000 0.0849 11251200-68 50 68 0.0713 0.0677 11.500 2.000 0.1069 11251200-97 50 97 0.1017 0.0966 11.606 2.000 0.1525 12007200-542 50 54 0.0566 0.0538 12.198 2.000 0.0849 12007200.68 50 68 0.0713 0.0677 12250 2.000 0.1069 12007200-97 50 97 0.1017 0.0966 12356 2.000 0.1525 14007200-542 50 54 0.0566 0.0538 14.198 2.000 0.0849 14001200-68 50 68 0.0713 0.0677 14250 2.000 0.1069 14001200-97 50 97 _ 0.1017 0.0966 14.356 2.000 0.1525 For Si:1 inch=25.4 mm,1 Ib=4.448 N,1 psf=47.88 Pa. 'Web depth measured from inside face to inside face of flanges. 2Web height-to-thickness(h/t)ratio exceeds 200.Web stiffeners are required in accordance with AISI-NAS Sections 81.2 and C3.6.1. m 0 TABLE 3--CSECTION/SHAPE PROPERTIES EFFECTIVE SECTION ALLOW TORSIONAL SECTION PROPERTIES PRODUCT WEIGHT GROSS SECTION PROPERTIES PROPERTIES344 MOMENT ot DESIGNATION (Iblft) Area 1 Rx Iyy, Ry I Sx Area MA Xo J C Ro „ (In2) (In) (In) (In'') (In) (In) (Ind 1 n2) , (ft-Ib) (In) (E-31n') (In) (In) 1628125-17" 0.2578 0.0758 0.0354 0.6838 0.0160 0.4597 0.0333_0.0310 0.0640 51 -1.1195 0.0076 0.0100 1.3901 0.3514 Q 1628125-18" 0.2808 0.0825 0,0386 0.6838 0.0715 0.4599 0.0363 0.0369_ 0.0690 4 61 -1.1149 0.0097 0.0108 1.3864 0.3533 1828125-25" 0.3740 0.1099 0.0510 0.6810 0.0230 0.4570 0.0502 0.0524 _0.0860 86 -1.1075 _ 0.0233 , 0.0141 1.3781 0.3542 n 1625125-27" 0.4190 0.1231 0.0569 0.6797 0.0256 0.4557 0.0562 0.0808 0.0920 _ 100 -1.1035 0.0329 0.0156 1.3739 0.3548 Q 1625125.331 0.5093 0.1497 0.0686 0.6770 0.0307 0.4530 0.0683 0.0792 _ 0.0940 130 -1.0960 0.0597 0.0185 1.3656 0.3558 2508125-17 0.3094 0.0909 0.0935 1.0141 0.0187 0.4530 0.0886 0.0520 0.0830 86 -0.9826 _ 0.0091 0.0242 1.4829 0.5610 e�i 2508125-18 0.3367 0.0990 0.1018 1.0142 0.0203 0.4632 0.0978 0.0677 0.0700_ 95 -0.9788 0.0117 0.0262 1.4806 0.5629 i� 2505125-25 0.4491 0.1320 0.1349 1.0112 0.0268 0.4502 0.1332 0.0827 0.0970 136 -0.9717 0.0279 0.0343 1.4729 0.5648 Q. 250S125-27 0.5032 0.1479 0.1508 1.0099 0.0298 0.4489 0.1494 0.0969_0.1080 160 -0.9679 0.0395 0.0381 1.4691 0.5659 ti 2505125-33 0.6123 ^ 0.1799 0.1825 1.0070 0.0358 0.4460 0.1825` 0.1282 0.1300 _ 211 -0.9607 0.0718 0.0454 1.4615 0.5679 3628125-1r 0.3758 0.1104 0.2201 1.4121 0.0210 0.4361 0.2118 0.0774 0.0580 128 -0.8544 0.0110 _ 0.0548 1.7071 0.7495 �. 3628125-18 0.4087 0.1201 0.2396 1.4125 0.0229 0.4383 0.2349 0.0862 0.0660 142 , -0.8513 0.0142 0.0594 1.7080 0.7510 . 3625125-25 0.5455 0.1803 0.3183 1.4091 0.0301 0.4333 0,3154 0.1265 0.0990 208 -0.8446 0.0339 0.0779 1.6990 0.7529 3628125.27 0.6116 0.1797 0.3581 1.4076 0.0335 0.4319 0.3543 0.1488 0.1150 245 , -0.8411 0.0480 0.0865 1.8957 0.7540 3625125-33 0.7448 0,2189 0.4317 ' 1.4044 0.0403 0.4290 0.4317 0.2031 0.1510 334 , -0.8343 0.0873 0.1035 1.6889 0.7580 3628137-43 1.1753 0.3454 0.7190 1.4428 0.1331 0.8207 0.7190 0.3788 0.2440 821 -1.3662 0.2342 0.4088 2.0817 0.5693 3628137-54 1.4697 0.4290 0.8843 1.4358 0.1620 0.8144 0.8843 0.4856 0.3120 1162 -1.3579 + 0.4581 0.4967 2.0695 0.5695 3628137-68 1.8124 0.5326 1.0833 1.4262 0.1956 0.8059 1.0833 0.5820 0.4010 1452 -1.3487 0.9026 0.6967 2.0543 0.5690 3623162.43 1.1753 0.3454 0.7190 1.4428 0.1331 0.6207 0.7190 0.3768 0.2650 621 -1.3662 0.2342 , 0.4088 2.0817 0.5893 3625162-54 1.4597 0.4290 0.8843 1.4358 0.1620 0.6144 0.8843 0.4658 0.3390_ 1182 -1.3579 0.4581 0.4957 2.0695 0.5895 3623162-68 1.8124 0.5326 1.0833 1.4262 0.1956 0.6059 1.0833 0.5820 0.4380_ 1452 -1.3487 0.9026 0.5987 2.0543 0.5690 400S125-17' 0.3977 0.1169 0.2772 1.5401 0.0216 0.4299 0.2687 0.0858 0.0570 141 -0.8196 0.0117 0.0684 1.7968 0.7919 4008125.18" 0.4327 0.1272 0.3018 1.5403 0.0235 0.4301 0.2976 0.0955 0.0650 157 , -0.8167 0.0150 0,0741 1.7960 0.7932 4005125-25 0.5777 0.1698 0.4011 1.5371 0.0310 0.4271 0.3981 0.1406 0.0990 232 , -0.8101 0.0359 0.0973 1.7892 0.7950 4008125-27 0.6477 0.1903 0.4488 1.5356 0.0345 0.4257 0.4476 0.1656 0.1150 273 -0.8087 0.0508 0.1081 1.7861 0.7980 4008125-33 0.7889 0.2318 0.5443 1.5323 0.0414 0.4228 0.5443 0.2265 0.1520 373 , -0.8001 0.0925 0.1294 1.7795 0.7979 4005137-43 1.1562 0.3398 0.8159 1.5496 0.0928 0.5227 0.8159 0.3789 0.2460 624 _-1.0962 0.2304 0.3388 1.9688 0.6900 4008137-54 1.4357 0.4219 1.0030 1.5418 0.1125 0.5164 1.0030 .0.4885 0.3160 1169 -1.0878 0.4505 0.4097 1.9563 0.6908 400S137-68 1.7820 0.5237 1.2277 1.5311 0.1351 0.5080 1.2277 0.5893_ 0.4130 , 1470 -1.0780 _ 0.8874 0.4916 1.9402 0.6913 400S162-43 1.2329 0.3623 0.9041 1.5798 0.1377 0.6164 0.9041 0.4228 0.2680 696 -1.3187 0.2457 0.4970 2.1481 0.6231 4008162-54 1.5320 0.4502 1.1130 1.5723 0.1675 0.1380 1.1130 0.5232 0.3200 1305 -1.3103 0.4808 0.8032 2.1357 0.6236 400S162-68 1.9034 0.5594 1.3653 1.5623 0.2024 0.6015 1.3653 0.6578 _0.4470_ 1641 _-1.3006 0.9479 0.7271 _ 2.1199 _ 0.6236 For SI:1 inch=25.4 mm,1 lb=4.448 N,1 lb/ft=14.5939 N/m,1 In-k=12.8 N-m. Table 3 continued on next page. X 1 0 IA V M TABLE 3--C-SECTION/SHAPE PROPERTIES(Continued) GROSS SECTION PROPERTIES' EFFECTIVE SECTION ALLOW. TORSIONAL SECTION PROPERTIES PRODUCT WEIGHT PROPERTIES' MOMENT .. _ DESIGNATION (Ib/tt) Area I, Rx lyy Rr Ix Sx)C A M, Xo 4 C�, Ro (In') (in) (In) (In') (In) (In) (In) (In) _ (tt-Ib) (In) _ (E-31n) (In) (In) 6008125-25' 0.7492 0.2202 1.0604 2.1947 0.0343 , 0.3949 0.9894 0.2470 0.0980 407 -0.6681 0.0486 _ 0.2458 2.3278 0.9176 6005125-275 0.8403 0.2469 1.1875 ' 2• .1929 0.0382 0.3935 1.1271 _ 0.2933. 0.1150 483 -0.6651 , 0.0659 0.2734 2.3261 0.9182 6008125-33 1.0244 0.3010 1.4427 '' 2• .1891 0.0459 0.3906 1.4101 0.4045 0.1520 688 -0.6592 0.1201 0.3278 2.3193 0.9192 la. 6005137-43 1.4831 0.4300 2.1502 , 2.2363 0.1049 0.4939 2.1488 0.6807 0.3870 1121 -0.9179 0.2916 _ 0.7937 2.4873 0.8616 `Q 600S137-54 1.8209 0.5351 2.6536 2.2269 0.1272 0.4875 2.6536 +0.8457 0.4664 , 2110 ,-0.9092 0.6714 0.9637 _2.4542 0.8628 a 6005137-68 2.2673 0.6663 3.2658 ' 2• .2139 0.1528 0.4788 3.2658 1.0873 0.4110 2713 -0.8986_ 1.1291 1.1625 2.4388 0.8640 6008182-43 1.5398 0.4525 2.3502 ' 2• .2789 0.1562 0.5876 2.3502, 0.7834 0.4080 1290 -1.1179 0.3068 1.1640 2.6065 0.8159 ^► 600S162-54 1.9172 0.5634 2.9035 ' 2• .2701 0.1902 0.5811, 2.9035 0.9678_0.4880 2415 ' -1.1090 0.6016 1.4181 2.5925 0.8170 g. 6008162-88 2.3886 0.7020 3.5790 2.2580 0.2299 0.5723 3.5790 1.1930 0.5160 2977 -1.0983 1.1895 1.7180 , 2.5754 0.8181 Q 725S175-43 1.7892 0.5258 3.9002 2.7235 0.2062 0.6262 3.8368 0.9820 0.2800_ 1617 _ -1.1553 0.3566 , 2.2291 3.0240 0.8540 Q. 7258175-54 2.2301 0.6664 4.8285 2.7143 0.2517 0.6197 4.7827 1.2240 0.3514 3054 _-1.1465 0.6999 , 2.7242 3.0109 0.8550 725S175-68 2.7828 0.8178 5.9690 2.7016 0.3053 0.6110 5.9690 1.6885 0.4667 _ 3963 -1.1357 1.3858 , 3.3144 2.9936 0.8561 4. 7258175-97 3.8912 1.1435 8.1811 2.6747 0.4014 0.5924 8.1611 2.2568 0.7836 5631 -1.1138 3.9424 4.3938 2.9573 0.8582 Q. 800S162-43 1.8467 0.5427 4.7013 2.9432 0.1686 0.5574 4.5677 1.0382` 0.5020 1706 -0.9748 0.3680 2.1942 3.1501 0.9042 8008162-54 2,3024 0.6766 5.8208 -' 2• .9331 0.2053 0.5509 5.6734 1,2925 0.6380 _ 3226 -0.9660 0.7225 2.6788 3.1368 0.9052 8008162-68 2.8738 0.8446 7.1967 2.9191 0.2481 0.5420 7.1767 1.6902 0.7890 4217 _ -0.9652_ 1.4311 3.2550 3.1189 0.9062 8005175-43 1.9810 0.5822 6.3018 3.0177 0.2916 0.7077 5.3018 , 1.2925 0.2807 V 2128 _ -1.2952 _ 0.3947 , 3.7631 3.3593 0.8614 800S175-54 2.4709 0.7261 6.5726 3.0088 0.3569 0.7011 6.5726 1.4986_ 0.3522 3739 _-1.2862 0.7754 4.6117 3.3462 0.8523 8005175-68 3.0861 0.9089 8.1406 2.9960 0.4345 0.6922 8.1406 1,9927 0.4683 4972 -1.2753 1.5369 5.6315 3.3289 0.8532 800S175-97 4,3237 1.2706 11.2034 ' 2• .9894 0.6760 0.8733 11.2034 2.8009 0.7357 6988 -1.2530 4.3807 7.5245 3.2925 0.8552 8008250-54 2.8635 0.7827 7.4654 3.0883 0.6142 0.8858 7.3699 _ 1.5430 0.3448 3850 _ -1.8855 0.8358 7.7893 , 3.6281 0.7842 800S250-88 3.3287 0.9782 9.2611 3.0769 0.7518 0.8787 9.2387 2.0616 0.4857 6144 -1.6744 ' 1.8577 9.5258 3.6110 ' 0• .7850 800S250-97 4.6698 1.3723 12.7895 ' 3• .0528 1.0087 0.8573 12.7895 3.0535 0.8406_ 8558 -1.8518 4.7313 , 12.8380, 3.5753 0• .7866 9255175.43 2.0961 0.6160 7.0409 3.3808 0.2194 0.5967 6.7134 1.2873 0.2814 2120 . -1.0247 0.4177 _ 3.8210 3.5827 0.9182 925S175-54 2.8153 0.7686 8.7310 ' 3• .3704 0.2878 0.5902 8.3540 1.6081 0.3532 4012 , -1.0159 0.8207 4.6770 3.5694 0.9190 9268175-68 3.2881 0.9604 10.8177 3.3561 0.3247 0.5815 10.6337 2.1139 0.4704 5247 -1.0052 1.6275 5.7025 3.5514 0.9199 9258175-97 4.5833 1.3469 14.8989 3.3259 0.4269 0.5630 14.8989 3.1678 0.7418 ,7904 -0.9833 4.6437 7.5944 3.5136 0.9217 1000S200-43' 2.2880 0.6724 9.0853 3.6759 0.3086 0.8774 8.6024 1.4701 0.2949 2421 -1.1621 0.4559 6.1892 3.9143 0.9119 10008200-54 2.8561 0.8393 11.2780 3.6656 0.3777 0.6708 10.7694 1.7051 0.3366 4254 _-1.1532 0.8963 , 7.5948 3.9009 0.9126 10008200-68 3.5714 1,0495 ' 13.9944 3.6516 0.4598 0.6619 13.6658 2.4203 0.4895 6039 -1.1423 1.7785 9.2906 3.8829 0.9135 10005200-97 ' 6.0159 1.4740 19.3362 3.6218 0.6094 0.6430 19.3362 3.7408 0.7954 9333 -1.1200 _ 5.0820 _ 12.4603 _ 3.8452 0.9152 10008250-54 3.0487 0.8959 12.6771 3.7616 0.6529 0.8536 12.6605 1.8791 0.3463 4689 -1.5255 0.9567 12.8066 4.1479 0.8647 10008250-68 3.8140 1.1208 _ 15.7516' 3• .7488 0.7992 . 0.8444 , 15.7408 2.7684 0.4888 6907 -1.5143 1.8993 15.7264 4.1303 0.8656 1000S250-97 5.3619 1.5757 21.8273' 3• .7218 1.0723 0.8249 21.8273 4.1813 0.8494 11719 -1.4913 5.4326 - 21.2685 4.0935 0.8673 1125S175-43' 2.4031 0.7062 11.4136. 4• .0202 0.2292 0.5697 10.5044 1.5915 0.2822 2621 . -0.9223 0.4788 _ 5.9248 4.1638 0.9509 1125S175-54 3.0005 0.8818 14.1706 4.0088 0.2797 0.5632 13.0949 1.9910 0.3542 4968 -0.9139 0.9418 7.2596 4.1500 0.9515 11258175.68 3.7533 1.1030 17.5872 3.9931 0.3392 0.5545 16.8179 _ 2.3690 0.4725 6584 , -0.9034 1.8891 8.8639 4.1314 0.9522 11258175-97 5.2754 1.5503 24.3105 3.9599 0.4457 0,5362 _ 24.2758 4.0388 0.7481 10072 - -0.8818 5.3449 11.8406` 4.0922 0.9536 For SI:1 Inch=25.4 mm,1 lb=4.448 N,1 Ib/tt=14.5939 N/m,1 in-k=12.8 N-m. Table 3 continued on next page. N 0 V 24 J V m Co TABLE 3--C-SECTION/SHAPE PROPERTIES(Continued) F EFFECTIVE SECTION ALLOW, LS. PRODUCT WEIGHT GROSS SECTION PROPERTIES PROPERTIE$sa'4 MOMENT TORSIONAL SECTION PROPERTIES w DESIGNATION (113/ft) Area 1nt� Rx Iry R., Ixi Sxc A Ma Xo J C,, Ro (In2) (In-) (In) (In`) (In) _ (In) (In) _ (In2) (ftdb) (In) (E-31n') (lnd) (In) P 12005200-54° 3.2413 0.9525 17.6622 4.3061 0.3935 0.6427 16.3339 2.0730_0.3375 5172 _ -1.0468 1.0172 11.4618 4.4778 0.9454 12005200-88 4.0568 1.1921 21.9474 4.2907 0.4790 0.8339 20.8639_2.9830 0.4913_ 7393 -1.0361 2.0202 14.0380 4.4593 0.9460 1 12005200-97 5.7080 1.6774 30.4172 4.2583 0.6347 0.6151 + 30.1751_ 4.6598 0.8007 11626 -1.0141 5.7832 18.8759 4.4204 0.9474 12005250-54' 3.4339 1.0091 19.6806 4.4162 0.6829 0.8226 18.4329 2.1488 0.3471 5361 - -1.3954 1.0776_ 19.3540 4.7039 0.9120' 12005250-68 4.2992 1.2634 24.4838 4.4021 0.8359 0.8134 23.5748 3.0072 0.4903 7503 -1.3843 2.1410 23.7961 4.6858 0.9127 12005250-97 6.0540 1,7791 34.0186 ' 4• .3726 1.1214 4.3728 33.8348 5.0374 0.8548 12568 -1.3614 6.1338 32.2605 4.6479 0.9142 l' 14005200-54° 3.8285 1.0657 25.9514- 4• .9346 0.4060 0.8172 23.7872 2.8858 0.3381 __ 4719 -0.9593 1.1380 16.2503 _5.0848 0.9641 14005200-68 4.6418 1.3347 32.2846 4.9181 0.4941 0.6084 29.7968 3.6045 0.4925 8744 , -0.9489 2.2618 19.9199_5.0457 0.9646 4. 14005200-97 6.4001 1.8808 44.8529 ` 4• .8834 0.6545 , 0.5899 43.6166 5.5800 0.8043 13922 -0.9275 6.4845 26.8340 5.0055 ' 0.9657 co 14005250-542 3.8191 1.1223 28.7024 5.0571 0.7068 0.7936 26.1408 2.5286 0.3477 6304 _--1.2872 1.1985 27.4895 5.2783 0.9405 y 14005250-68 4.7844 1.4060 35.7429 '5.0419 0.8851 0.7844 33.5654 3.5601 0.4915 8858 -1.2762 2.3828 33.8271 5.2597 0.9411 1400S250-97 6.7462 1.9825 49.7641 5.0101 1.1604 0.7651 48.6502 6.0104 _ 0.8583 14996 -1.2537 _ 6.8351 45.9413 5.2209 0.9423 For St:1 inch=25.4 mm,1 lb=4.448 N,1 lb/ft=14.5939 N/m,1 in-k=12.8 N-m. EL 'Gross section properties are based on the full-unreduced cross section of the studs,away from web punch-outs. 'Effective properties are based on punched sections. 'Effective areas of sections were generated using Fa with weak axis and torsional bracing at 48 inches o,c.(maximum)for axial and flexural loads. 'The effective moment of inertia should be used for deflection calculations. 'Web height-to-thickness(hit)ratio exceeds 200.Web stiffeners are required In accordance with AISI-NAS Sections 91.2 and C3.6.1.No holes or punch-outs are permitted in the web. 'Interior bearing length ratio,N/h,exceeds 2.Web stiffeners are required in accordance with AISI-NAS Sections B1.2 and C3.6.1. SYMBOLS: Ixx=Strong axis moment of inertia. M,=Allowable bending moment. Rx=Strong axis radius of gyration. J=St.Venant torsion constant. irr=Weak axis moment of Inertia. Cw=Warping constant. Ry=Weak axis radius of gyration. Xo=Distance from shear center to neutral axis. Sxx=Strong axis section modulus. Ro=Radii of gyration. A=Effective area using F. f;=Torsional flexural constant. N II a a i V m CO TABLE 4-TRACK SECTION PROPERTIES It EFFECTIVE SEC ALLOW. PRODUCT WEIGHT GROSS SECTION PROPERTIES PROPERTIE MOMENT TORSIONAL SECTION PROPERTIES at DESIGNATION (Iblft) Area hoc Rx I4 Rs. 1 S Area MA X0 J CI Ro■ (In2) _ (In) (In) (In) 1ln) (In) (in (In2) (ft-lb) (In) (E-3In 1_ (In) (In) o 1621125-25' 0.3538 0.1040 0.0561 0.7346 0.0176 0.4101 0.0434 0.0375 0.0890 62 -0.8873 0.0220 0.0093 1.2227 0.4734 1621125-27' 0.3971 0.1167 0.0630 0.7348 0.0198 0.4096 0.0605 0.0440 0.1050 72 _ -0.8858_0.0312 0.0104 1.2214 0.4743 1621125-333 0.4852 0.1426 0.0772 0.7357 0.0238 0.4084 0.0657 0.0583 0.1400 96 -0.8823 0.0569 0.0127 1.2192 0.4763 2501125-26 , 0.4288 0.1260 0.1396 1.0526 0.0200 0.3983 0.1114 0.0877 0.0780 112 -0.7760 0.0267 + 0.0240 1.3671 0.6778 250T125-27 0.4814 0.1415 0.1568 1.0527 0.0224 0.3977 0.1287 0.0788 0.0940 130 , -01745 0.0378 0.0268 1.3681 0.6768 Q 2501125-33 0.5882 0.1729 0.1918 1.0536 0.0272 0.3966 0.1657 0.1029 0,1300 189 -0.7715 , 0.0690 0.0327 1.3647 0.6804 ,o 3621125-26 0.5253 0.1544 0.3191 1.4377 0.0222_ 0.3789 0.2831 0.1125 0.0710 185 -0.6712 0.0327 0.0553 1.6313 0.8307 ^� 362T125-27 0.5897 0.1733 0.3683 1.4378 0.0248 0.3783 0.3012 0.1348 0.0870 222 , -0.6699 0.0463 0.0619 1.8307 0.8313 a. 3621125-33 0.7207 0.2118 0.4381 1.4383 0.0301 0.3772 0.3845 0.1739 0.1230 286 -0.8872 0.0845 0.0753 1.8298 0.8324 a 382T150-43 1.0153 0.2984 0.6502 1.4763 0.0844 0.4647 0.5885 0.2197 0.2880 362 _-0.8599 0.2023 0.1597 1.7705 0.7641 ,y 3627150-54 1.2736 0.3743 0.8230 1.4828 0.0800 0.4824 0.7346 0.3264 0.3820 812 -0.8561 0.3997 0.2013 1.7736 0.7670 3621150-68 1.6036 0.4713, 1.0495 1.4923 0.0995 0.4594 0.9928 0.4485 0.5010 1119 , -0.8152 0.7986 0.2556 1.7786 0.7707 400T125-25 0.5574 0.1638 0.3997 1.5621 0.0227 0.3724 0.3343 0.1231 _ 0.0700 , 203 _ -0.6428 0.0347 0.0691 1.7297 0.8619 a. 400T125 -27 0.6259 0.1839 0.4488 1.5621 0.0254 0.3718 0.3800 , 0.1558 0.0860 257 _ -0.6415 0.0491 0.0774 1.7292 0.8624 4001125-33 0.7648 0.2248 0.5488 1.5626 0.0309 0.3707 0.4838 , 0.2010 0.1220 331 -0.6389 , 0.0897 0.0942 1.7284 0.8634 4001150-43 1.0728 0.3153 0.8110 1.6039 0.0662 _0.4582 0.7092 0.2933 0.2920 483 _ -0.8268 . 0.2138 0.1996 1.8618 0.8028 400T150-54 1.3458 0.3955 1.0254 1.8102 0.0822 0.4559_ 0.9183 0.3738 0.3910 933 _ -0.8229 , 0.4223 0.2613 1.8648 0.8053 4001150-88 1.6946 0.4980 1.6057 1.6192 0.1021 0.4529 1.2367 0.5128 _0.5240 1279 _ -0.8184 0.8439 0.3184 1.8700 0.8084 8001125-25' 0.7289 0.2142 1.0408 2.2040 0.0249 0.3407 0.8147 0.1723 0.0690 284 -0.5280 0.0453 , 0.1742 2.2914 0.9473 8001125-27' 0.8185 0.2405 1.1883 2.2039 0.0278 0.3401 0.9678 0.2105 0.0850 347 -0.5249 _ 0.0842 0.1951 2.2910 0.9475 8001125-33 1.0003 0.2940 . 1.4282 2.2042 0.03381 0.3390 1.2676 0.2970 0.1210_ 489 -0.5227 0.1173 0.2371 2.2905 0.9479 7251200-43 1.7251 0.5070 3.8722 + 2.7837 0.1711 0.5809 3.3075 0.8777 0.1880 1116 , -0.9658, 0.3437 1.6906_ 2.9847 0.8953 7251200-64 2.1644 0.6381 4.8774 2.7691 0.2130 0.5787 4.1885 0.8809 0.2430 2198 -0.9623 0.6792 2.1210 2.9882 0.8963 7251200.68 2.7257 0.8010 , 8.1775 + 2.7771 0.2656 0.5758_ 5.6264 1.2873 0.3759 _ 3212 -0.9581 1.3574 2.8741 2.9936 0.8976 725/200-97 3.8856 1.1419_ 8.9083 2.7931 0.3707 _ 0.5698 8.5932 2.0483 , 0.7218 5111 -0.9495 ` 3.9368 3.8198 3.0048 0,9001 8001200-43 1.8402 0.5408 4.8866 3.0060 0.1749 0.5688 4.0430 0.6757 0.1888 1113 , -0.9206 _ 0.3667 2.1192 3.1949 0.9170 8001200-54 2.3088 0.8785 6.1520 3.0111 0.2178 0.5866 5.1494 0.8715 0.2442 2174 -0.9171 0.7245 2.6569 3.1983 0.9178 8001200.68 2.9077 0.8545 7.7861 3.0186 0.2715 0.5637 7.0514 1.3099 0.3783 3268 -0.9130 1.4480 3.3464 3.2038 0.9188 8001200-97 4.1451 1.2182 11.2115 3.0338 0.3789 0.5577 10.8332 2.3471 0.7291 5856 -0.9047 _ 4.1998 , 4.7703 3.2146 0.9208 9251200-43° 2.0320 0.5972 , 6.9199 3.4041 0.1804 0.5496 5.6283 0.7914 0.1900 1303 -0.8544 0.4049 2.9568 3.5525 0.9422 9257200-54 2.5496 0.7493 8.7062 3.4088 0.2245 0.5474 7.1678 1.0211 0.2458 2548 -0.8511 0.8001 3.7037 3.5558 0.9427 9251200-68 3.2109 0.9438 11.0087 3.4156 0.2799 0.5446 9.8677 1.5437 0.3814 3852 _ -0.8472 , 1.5990 4.6586 3.5610 0.9434 9251200-97 4.5777 1.3453 15.8221 3.4295 0.3905 0.5388 15.3620 2.8051 0.7386 _ 6999 -0.8391 4.6380 6,6229_ 3.5715 0.9448 For SI:1 inch=25.4 mm,1 lb=4.448 N,1 lb/ft=14.5939 N/m,1 in-k=12.8 N-m. Table 4 continued on next page. '0 st 40 V rn rn TABLE 4-TRACK SECTION PROPERTIES(Continued) t GROSS SECTION PROPERTIES EFFECTIVE SECTION ALLOW. TORSIONAL SECTION PROPERTIES as PRODUCT WEIGHT PROPERTIES MOMENT _, DESIGNATION (Ib/ft) Area 1 Rx i Ry I Sxx Area MA Xo J C Ro (InZ) 1In) (In) (10 (In) _ (In) (in) (In') (ft-lb) _ (In) , (E-8In4) tin') (In) " 0 1000T200-43 3 2.1471 0,6310_ 8.3810 ' 3.8402 0.1832_0.5388 8.7217 0.8807 _ 0.1906 1417 _-0.8192 0.4278 3.5350 3.7699 0.9528 10007200-54 2.6940 0,7917 10,5162 3.6446 0.2280 _ 0.5366 8.5603 1.1108 0.2465 2771 _-0.8181 + 0.8454 4.4259 3.7732 0.9532 1 10007200-88 3.3929 0.9971 13.2916 3.8511 0.2842 0,5339 11.8197 1.8840 _ 0.3829 4202 -0.8122 1.8898 5.5635 3.7782 0.9538 1000T200-97 4.8372 1.4216 19.0887 3.8842 0.3965 0.5281 18.5828 3.0810 0.7430 7687 -0.8044 4.9010 7.8992 3.7886 0.9549 11257200-431 2.3389 0:6874 11.1819 4.0298 0.1872 0.5219 8.7893 0.9763 0.1914 1808 -0.7870 0.4680 4.6274 4.1362 0.9656 a 11257200-54 2.9347 0.8825 14.0336 4.0338 0.2330 0.5198 11.1936 _ 1.2802 0.2475 3144 -0.7639 0.9210 _ 5.7900 4.1383 0.9659 11251200-68 3.8962 1,0882 17.7271 4.0398 0.2905 0.5171 15.5250 1.9179 0.3850 + 4785 -0.7602 . 1 1.8407 7.2719 4.1431 0.9663 - 11257200-97 5.2698 _1,5487 25.4266 4.0519 0.4052 0.5116 24.8467 3.5421 0.7491 8837 ,-0.7526 6.3393 10.3063 4.1529 0.9672 g. 12007200-54' 3.0792 0.9049 16.4839 4.2654 0.2357 0.5103 12.9620 1.3498 0.2480 3368 ,-0,7358 , 0.9663 6.7062 -4.3584 0.9715 j 12001200-68 3.8781 1,1397 20.7913 4.2712 0.2937 0.5077 18.0255 2.0581 .38596) , 5135 -0.7322 ` 1.9313 8.4188 4.3831 0.9718 a 1200T200-97 5.5294 1.6250 29.8060 4.2828 0.4097 0.5021 28.9689 3.8191 0.7521 9529 -0.7248 5.6022 11.9211 4.3728 0.9725 1400T200-54 Z 3.4844 1,0181 24.2213 4.8776 0.2416 0.4872 _ 18.3871 1.5886 0.2490 3964 -0.6704 1.0872 9.5136 4.9475 0.9816 14001200-68 4.3634 1.2823 30.5704 4.8827 0.3011 0.4846 25.7378_2.4319 0.3881 6088 -0.6670 2.1729 11.9318 4.9518 0.9819 14007200-97 _ 8.2216 1.8284 . 43.7732 ' 4.8930_0.4200 0.4793 41.7484 4.5585 0.7584 - 11373 _-0.6800 6.3035 16.8626 4.9605 0.9823_ For SI:1 inch a 25.4 mm,1 lb=4.448 N,1 lb/ft=14.5939 Nlm,1 in-k=12.8 N-m. 'Effective areas of sections were generated using F„with weak axis and torsional bracing at 48 Inches o.c.(maximum)for axial and flexural loads. 2Use the effective moment of inertia for deflection calculations. 'Web height-to-thickness(hit)ratio exceeds 200.Web stiffeners are required in accordance with AISI-NAS Sections 81.2 and C3.6,1. 4Use the effective moment of inertia for deflection calculations. 'Web height-to-thickness(hit)ratio exceeds 200.Web stiffeners are required in accordance with AISI-NAS Sections 81.2 and C3.6.1. SYMBOLS: 6=Strong axis moment of inertia. M.a Allowable bending moment. Rx=Strong axis radius of gyration. .1=St.Venant torsion constant. lyy=Weak axis moment of inertia. Cw is Warping constant. Ry=Weak axis radius of gyration. Xo=Distance from shear center to neutral axis. Sxx=Strong axis section modulus. Ro=Radii of gyration. A=Effective area using Fn. 0=Torsional flexural constant. N I ESR-2915 I Most Widely Accepted and Trusted Page 11 of 17 TABLE 5—ALLOWABLE WEB CRIPPLING LOADS FOR C•SECT1ONSISHAPES1'244 PRODUCT CONDITION 1 CONDITION 2 CONDITION 3 CONDITION 4 DESIGNATION (Ibs) (ibs) (Its) (its) 1625125-17 46 See footnote 6. 37 See footnote 6. 1625125-18 55 See footnote 6. 45 See footnote 6. 1625125-25 98 See footnote 6. 86 See footnote 6. 162S125-27 122 See footnote 6. 111 See footnote 6. 1625125-33 180 See footnote 6. 170 See footnote 6. 2505125-17 43 96 30 119 2505125-18 52 122 37 145 2505125-25 93 232 73 269 2505125-27 117 298 96 343 2508125-33 173 453 150 519 3625125-17 See footnote 5. 3625125-18 49 119 27 128 3625125-25 88 226 60 244 3625125-27 111 291 80 313 3625125-33 165 444 129 480 3625137-43 277 767 236 836 3625137-54 634 1758 588 1994 3625137-68 962 2657 961 3143 3625162-43 277 767 236 836 3625162-54 634 1758 588 1994 3625162-68 962 2657 961 3143 4005125-17 See footnote 5. 4005125-18 See footnote 5. 400.8125-25 87 225 56 236 4005125-27 109 289 75 305 4005125.33 163 442 122 469 4005137-43 274 763 227 819 4005137-54 828 1750 569 1960 4005137-68 953 2646 936 3097 4009162-43 274 763 227 819 4005162-54 628 1750 589 1960 4005162-68 953 2646 936 3097 6005125-25 See footnote 5. 6005125-27 See footnote 5. 6005125-33 153 430 93 416 6005137-43 359 745 185 743 6005137-54 599 1713 482 1802 6005137-68 914 2596 816 2881 6005162-43 259 745 185 743 6005162-54 599 1713 482 1802 6005162-68 914 2596 816 2881 7255175-43 251 735 162 701 7255175-54 583 1693 435 1717 7255175.68 894 2570 752 2766 7255175-97 1720 4897 1676 5697 8009162-43 247 730 150 678 8005162-54 575 1682 409 1670 8005162-68 882 2555 716 2701 8005200.43 247 730 150 678 8005175-54 575 1682 409 1670 8005175-68 882 2555 716 2701 8005175-97 _ 1702 4873 1818 5593 8005250-54 575 1682 409 1670 8005250-68 882 2555 716 2701 8005250-97 873 4873 1618 5593 9255175-43 240 721 130 642 9255175-54 561 1665 369 1596 9255175-68 884 2532 661 2601 9255175-97 1673 4837 1827 8430 For SI:1 inch=25.4 mm,1 lb=4.448 N. Table 5 continued on next page. ESR-2915 I Most Widely Accepted and Trusted Page 12 of 17 TABLE 5—ALLOWABLE WEB CRIPPLING LOADS FOR C-SHAPES/SECIIONS'''''"(Continued) PRODUCT CONDITION 1 CONDITION 2 CONDITION 3 CONDITION 4 DESIGNATION (ws) (ibs) pbs) (mss) 10008200-43 5 See footnote 5. 10005200-54 553 1655 346 1554 10008200-68 854 2518 629 2544 10008200-97 1657 4816 1476 5338 1000S250-54 553 1655 346 1554 1000S250-68 854 2518 629 2544 10005250-97 1657 4816 1476 5338 11255175-43 5 See footnote 5. 11258175-54 541 1639 309 1488 11258175-68 837 2498 579 2454 11255175-97 1632 4783 1394 5193 1200S200-54 5 See footnote 5. 1200S200-68 828 2488 551 2402 12008200-97 1618 4764 1348 5109 12005250-54 5 See footnote 5. 1200S250-68 828 2486 551 2402 1200S250-97 1618 4764 1348 5109 14005200-54 5 See footnote 5. 1400S200-68 805 2456 479 2272 . 1400S200-97 1581 4717 1230 4900 14005250-54 5 See footnote 5. 14008250-68 805 2456 479 2272 1400S250-97 1581 4717 1230 4900 For SI:1 inch=25.4 mm,1 lb=4.448 N. 'Interior bearing length equal 3.5 inches. 2End bearing length equal 1 inch. 'Values for unpunched members and for punched members where the clear distance between the edge of bearing and the edge of the punch- out is at least two times the depth of the web. `Allowable web conditions are as follows(See Figure 3): Condition 1—End One Flange Loading. Condition 3—End Two Range Loading. Condition 2—Interior One Range Loading . Condition 4—Interior Two Range Loading. 5Web height-to-thickness(h/t)ratio exceeds 200.Web stiffeners are required in accordance with AISI-NAS Sections B1.2 and C3.6.1. No holes or punch-outs are permitted in the web. °Interior bearing length ratio,N/h,exceeds 2.Web stiffeners are required in accordance with AISI-NAS Sections B1.2 and C3.6.1. ESR-2915 I Most Widely Accepted and Trusted Page 13 of 17 TABLE 6—ALLOWABLE WEB CRIPPLING LOADS FOR TRACKS''''''` PRODUCT CONDITION 1 CONDITION 2 CONDITION 3 CONDITION 4 DESIGNATION Ohs) (Ibs) (Ibs) (Ibs) 162T125-25 47 See footnote 5. 52 See footnote 5. 1621125-27 69 See footnote 5. 64 See footnote 5. 162T125-33 120 See footnote 5. 92 See footnote 5. 250T125-25 44 126 50 52 250T125-27 64 170 63 91 250T125-33 113 275 91 191 362T125-25 40 123 49 45 3621125-27 59 166 61 80 362T125-33 105 270 89 170 362T150-43 208 See footnote 5. 145 See footnote 5. 3621150-54 488 See footnote 5. 326 See footnote 5. 3621150-68 739 1766 488 1462 400T125-25 39 122 49 43 4001125-27 57 165 61 77 4001125-33 102 268 88 164 400T150-43 204 494 144 377 400T150-54 480 1152 325 921 400T150-68 729 1759 486 1432 6001125-25 See footnote 4. 6007125-27 See footnote 4. 600T125-33 91 261 86 137 600T150-43 186 483 140 326 600T150.54 443 1128 318 815 6001150-68 681 1726 477 1293 725T200-43 176 476 139 298 7257200-54 424 1115 314 759 7257200-68 655 1709 472 1218 725T200-97 1266 3303 886 2467 8001150-43 171 473 138 283 800T150-54 413 1108 312 727 800T150-68 640 1699 470 1176 8001200-43 171 473 138 283 800T200-54 413 1108 312 727 8007200-68 640 1699 470 1176 8001200-97 1244 3287 882 2403 925T200-43 See footnote 4. 925T200.54 395 1097 309 677 9251200.68 618 1684 465 1111 925T200-97 1210 3263 875 2303 10007200-43 See footnote 4. 10001200-554 386 1090 307 649 1000T200-68 605 1675 463 1074 1000T200-97 1191 3249 872 2246 For SI:1 inch=25.4 mm,1 lb=4.448 N. Table 6 continued on next page. ESR-2915 1 Most Widely Accepted and Trusted Page 14 of 17 TABLE 6--ALLOWABLE WEB CRIPPLING LOADS FOR TRACKS1'244(Continued) PRODUCT CONDITION 1 CONDITION 2 CONDITION 3 CONDITION 4 DESIGNATION (Ibs) (Pbs) ( ) (Ills) 1125T200-43 See footnote 4. 1125T200-54 370 1080 304 604 1125T200-68 585 1661 459 1016 1125T200-97 1160 3227 866 2157 1200T200-54 See footnote 4. 1200T200-68 573 1653 457 982 1200T200-97 1142 3215 862 2105 1400T200-54 See footnote 4. 1400T200-68 544 1634 451 897 1400T200-97 1098 3183 854 1975 For SI:1 inch=25.4 mm,1 lb=4.448 N. 'Interior bearing length equal 3.5 inches. 2End bearing length equal 1 inch. 3Ailowable web conditions are as follows(See Figure 3): Condition 1—End One Flange Loading. Condition 3—End Two Flange Loading. Condition 2—Interior One Flange Loading. Condition 4—Interior Two Flange Loading. 4Web height4o-thickness(hit)ratio exceeds 200.Web stiffeners are required in accordance with AISI-NAS Sections B1.2 and C3.6.1. 6lnterior bearing length ratio,Nlh,exceeds 2.Web stiffeners are required in accordance with AIS1-NAS Sections B1.2 and C3.6.1. ESR-2915 1 Most Widely Accepted and Trusted Page 15 of 17 10" EACH 24" O.C. END f-- ( ) 4" NOTE: STUDS 2-1/2" DEEP AND SMALLER SHALL HAVE PUNCH-OUT OF 3/4" WIDE BY 4" LONG STANDARD PUNCH-OUT 1W 1W 1i" 1Y" Y" . " \14 exact u�oo ,}, a,*" _ ..' N jam :4- Ug t�� .4 re) l t 1 Z�. •j4 ID 2 1 4" ao 54s" Q /?,—F'a" STUD SECTION PROFILES TRACK SECTION PROFILES FIGURE 1—C-SECTIONS/SHAPES AND TRACKS 24" O.C. PUNCH-OUT #0"EA.END :::: xi (T1'�'ICAL c �— EFl-WT O ELEVATION OF JOISTS _ ill al m D Z O Lii ti!r _ .I NOTE: 0 _I I _� p 0. Total Web depth, in • TF : Top Flange Width, in. BF .0 Bottom Flange Width. In. Base Metal Thickness, in. -J-� --- R Goner Radius, in. . j L = Total Up Wldti% h. FULL SECTION TRACK SECTION N a> o V ESR-2915 I Most VVide/y Accepted and Trusted Page 17 of 17 UNIFORM LOAD ,__ 1. t I U A_. I I_ I i .�i- _ _.. i _ - LID --7r '. - 1.50 ° t 0 0 t 11-1 1.5Q1 ir_____1> 1.5Q j 411 11-----71- T11 1 ° O .5� < 1.50 c1.51 AC 1.50 !----11 in / r,.. , .. ....-- f D 1______If 0 t Nu 1 -7.5D ic 1.50 0 REPRESENTS WEB CRIPPLING CONDITION NUMBER FIGURE 3—WEB CRIPPUG LOADING CONDI71ON3 ESR-2196* ES REPORrM issued April 1, 2007 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. 1ef"O9iOI wica•5360 "lip FI W cep 90601•( )699°543 www.icc-es.org Office•900 Montclair'�,�a Birmingham, 3X213 •(205)5999800 F�Bgiot�sl°Moe■4051 VirestFlossmoorRoad,Country Glob Ilda Winds 60478•(708)799.2305 DIVISION:05—METALS combined tension and shear loading must be designed in Section:05090—Metal Fastenings accordance with Section E4.5 of the AISI–NAS. REPORT HOLDER: The values in the tables are based on a minimum spacing between the centers of fasteners of three times the diameter of the screw, and a minimum distance from the center of a HILT!,INC. fastener to the edge of any connected part as follows: 5400 SOUTH 122""EAST AVENUE TULSA,OKLAHOMA 74146 1. In jurisdictions adopting the IBC:1.5 times the diameter of (800)878-8000 the screw.When the distance to the end of the connected www.us.hilti.com part is parallel to the line of the applied force,the allowable shear fastener strength determined in accordance with EVALUATION SUBJECT: Section E4.3.2 of Appendix A of the AISI–NAS must be considered. HILT!KWIK-PRO SELF-DRILUNG SCREWS 2. In jurisdictions adopting the UBC:three times the diameter of the screw.If the connection is subjected to shear force 1.0 EVALUATION SCOPE in one direction only,the minimum edge distance must be Compliance with the following codes: 1.5 times the diameter of the screw in the direction perpendicular to the force. • 2006 International Building Code®(IBC) Screw thread length and point style are to be selected on the ■ 1997 Uniform Building Cod&'(UBC) basis of thickness of the fastened material and thickness of Property evaluated: the supporting steel, respectively, in accordance with the manufacturer's published installation instructions. Structural 4.2 Installation: 2.0 USES Installation of the Hilti Kwik-Pro Self-drilling Screws must be in The Hilti Kwik-Pro Self-drilling Screws are used to connect accordance with the manufacturer's published installation cold-formed steel members to cold-formed steel members. instructions and this report The manufacturer's published 3.0 DESCRIPTION installation instructions are to be available at the jobsite at all The Hilti Kwik-Pro Self-drilling Screws are self-drilling tapping times during installation. screws complying with ASTM C 1513,and are case-hardened The screws must be installed perpendicular to the work from carbon steel conforming to ASTM A 510, Grade 1022. surface using a variable speed screw gun set to not exceed The screws have a hex washer head and have an 2,500 rpm.The screw must penetrate through the supporting electroplated zinc coating complying with ASTM F 1941,or a steel with a minimum of three threads protruding past the back proprietary coating. Table 1 provides screw designations, side of the supporting steel. sizes and descriptions of point styles.Screws are supplied in 5.0 CONDITIONS OF USE boxes of individual screws,or in collated plastic strips. The Hilti Kwik-Pro Self-drilling Screws described in this report 4.0 DESIGN AND INSTALLATION comply with,or are suitable alternatives to what is specified in, 4,1 Design: those codes listed in Section 1.0 of this report,subject to the Allowable fastener loads using Allowable Stress Design(ASD) following conditions: for pull-out, pull-over, and shear (bearing) capacity are 5.1 Fasteners are to be installed in accordance with the provided in Tables 2, 3 and 5, respectively. Instructions on manufacturer's published installation instructions and how to calculate Load Resistance Factor Design (LRFD) this report. If there is a conflict between the capacities are found in the footnotes of these tables_Table 4 manufacturer's published installation instructions and presents the nominal and allowable fastener tension and this report,this report governs. shear strengths for the screws. For connections subject to 5.2 The allowable loads specified in Section 4.1 are not to tension, the least of the allowable pull-out, pullover, and be increased when the fasteners are used to resist wind tension fastener strength of screws found in Tables 2,3,and or seismic forces. 4, respectively, must be used for design. For connections subject to shear, the lesser of the allowable shear fastener 5.3 The utilization of the nominal strength values contained strength and shear (bearing) found in Tables 4 and 5, in this evaluation report, for the design of cold-formed respectively,must be used for design.Connections subject to steel diaphragms,is outside the scope of this report. *Corrected May 2007 CISREPeRro- am ma 10 be minalruad as representing aealheltcs or any other attributes not eperglcaily addressed,nor are they t be construed at an endorsement of the subject 4the report or a recoutmendalionfor as use.There is no warmetty by ICC EvaluationService,Inc.,express or implied,astoanyfinding ANSI or other matter in this report,or as to any product covered by the repast �7l■ ■ n.stt.Meeew.e Copyright 2007 Page 1 of Page 2 of 5 ESR-2196 5.4 Drawings and calculations verifying compliance with this 7.0 IDENTIFICATION report and the applicable code must be submitted to the Hilti Kwik Pro Self-drilling Screws are marked with an"H°on Dods official for approval.The drawings and calculations the top of the heads,as shown in Figure 1.Packages of Hilti are to be prepared by a registered design professional Self-drilling Screws are labeled with the report holder's name when required by the statutes of the jurisdiction in which (Hai, Inc) the fastener type and size, and the evaluation the project is to be constructed. report number(ESR-2196). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Tapping Screw Fasteners(AC118),dated December 2006. Page 3 of 5 ESR-2196 TABLE 1—HILTI KWIK-PRO SELF-DRILLING TAPPING SCREWS Nominal Screw Nominal Scr Description Designation Diameter (cr Head Style' Point(Number) Coating2 (in.) _ S-MD 10-16 X 5/8 HWH#3 #10-16 0.190 5/8 HWH 3 Zinc S-MD 10-16 X 3/4 HWH#3 #10-16 0.190 3/4 HWH 3 Zinc S-MD 10-16 X 314 HHWH#3 #10-16 0.190 3/4 HHWH 3 Zinc S-MD 10.16 X 1 HWH#3 #10-16 0.190 1 HWH 3 Zinc S-MD 10-16 X 1-1/4 HWH#3 #10-16 0.190 1-1/4 HWH 3 Zinc S-MD 10-16 X 1/1/2 HWH#3 #10-16 0.190 1-1/2 HWH 3 Zinc S-MD 12-14X3/4 HWH#3 #12-14 0.216 3/4 HWH 3 Zinc S-MD 12-14 X 1 HWH#3 #12-14 0.216 1 HWH 3 Zrnc S-MD 12-14 X 1 1/2 HWH#3 #12-14 0216 1-1/2 HWH 3 Zinc S-MD 12-14 X 2 HWH#3 #12-14 0.216 2 HWH 3 Zinc S-MD 1/4-14 X 3/4 HWH#3 1/4-14 0250 3/4 HWH 3 Zinc S-MD1/4-14 X 1 HWH#3 1/4-14 0.250 1 HWH 3 Zinc S-MD 1/4-14X 1-1/2 HVVH#3 1/4-14 0.250 1-1/2 HWH 3 Zinc S-MD 1/4-14 X 2 HWH#3 1/4-14 0250 2 HWH 3 Zinc S-MD 12-24 X 7/8 HWH#4 #12-24 0216 7/8 HWH 4 Zinc S-MD 12-24X 1-1/4 HWH#4 #12-24 0.216 1-1/4 HWH 4 Zinc S-MD 12-24 X 1-1/4 HWH#5 #12-24 0216 1-114 HWH 5 Zinc S-MD 12-24 X 1-1/4 HWH#5 Kwik Cote #12-24 0216 1-1/4 HWH 5 Kvuik-Cote S-MD 12-24 X 2 HWH#6 Kwik Cote #12-24 0218 2 HWH 5 Kwik-Cote S-MD 12-24 X 3 HWH#5 Kwik Cote #12-24 0.216 3 HWH 5 Kwik-Cote S-MD 10-16 X 7/8 M HWH Collated #10-16 0.190 7/8 HWH 1 Zinc S-MD 12-14 X 1 M HWH Collated #12-14 0.216 1 HWH 1 Zinc S-MD 10-18 X 3/4 M HWH3 Collated #10-16 0.190 3/4 HWH 3 Zinc S-MD 12-24 X 7/8 M HWH4 Collated #12-24 0.216 7/8 HWH 4 Zinc S-MD 10-16 X 7/8 HWH Pilot Point #10-16 0.190 7/8 HWH 1 Zinc S-MD 12-14 X 1 HWH Stitch #12-14 0.216 1 HVVH 1 Zinc S-MD 1/4-14 X 7/8 HWH Stitch Kwik Seal 1/4-14 0.250 7/8 HWH 1 Kwik-Cote S-MD 8-18 X 1/2 HWH#2 #8-18 0.164 1/2 HWH 2 Zinc S-MD 8-18 X 3/4 HWH#2 #8-18 0.164 3/4 HWH 2 Zinc S-MD 10-16 X 1/2 HWH#2 #10-16 0.190 1/2 HWH 2 Zinc S-MD 10-16 X 3/4 HWH#2 #10-16 0.190 3/4 HWH 2 Zinc S-MD 10-16X 1 HWH#2 #10-16 0.190 1 HWH 2 Zinc _S-MD 12-14 x 3/4 HWH#3 Kwik Seal #12-14 0216 3/4 HWH 3 Kwik-Cote S-MD 12-14 x 1 HWH#3 Kwik Seal #12-14 0216 1 HWH 3 Kwik-Cote S-MD 12-14 X 1-114 HWH#3 Kwik Seal #12-14 0.216 1-1/4 HWH 3 Kwik-Cote S-MD 12-14 X 1-1/2 HWH#3 Kwik Seal #12-14 0216 1-1/2 HVVH 3 Kwik-Cote S-MD 12-14 X 2 HVVH#3 Kwik Seal #12-14 0216 2 HWH 3 Kwik-Cote S-MD 1/4-14 X 3/4 HWH#3 Kwik Seal 1/4-14 0.250 3/4 HWH 3 Kwik-Cote S-MD 1/4-14 x 1 HWH#3 Kwik Seal 1/4-14 0.250 1 HWH 3 Kwik-Cote ■ S-MD 114-14 X 1-1/2 HWH#3 Kwik Seal 1/4-14 0.250 1-1/2 HWH 3 KwlIc-Cote For SI:1 inch=25.4 mm. 'Head configuration abbreviations are as follows; HWH=Hex Washer Head. HHWH=High Hex Washer Head. 2For coating,Zinc=ASTM F 1941;Kwik-Cote=Proprietary coating. ■ it Page 4 of 5 ESR-2196 TABLE 2—ALLOWABLE TENSILE PULL-OUT LOADS(PROT/0),pounds-force''a'3.41 Steel F,,=45 ksi Applied Factor of Safety,0=3.0 Screw Nominal Design thickness of member not in contact with the screw head(in.) Diameter Designation (in.) 0.036 0.048 0.060 0.075 0.090 0.105 0.135 #8-18 0.164 75 100 125 157 188 220 282 #10-16 0.190 87 116 145 182 218 254 327 #12-14,#12-24 0.216 99 132 165 207 248 289 373 1/4-14 0.250 115 153 191 239 287 333 430 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. 'For tension connections,the lower of the allowable pull-out,pullover,and tension fastener strength of screw found in Tables 2,3.and 4, respectively must be used for design. 2ANSIASME standard screw diameters were used in the calculations and are listed in the tables. 3The allowable pull-out capacity for other member thicknesses can be determined by interpolating within the table. 4To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD 4)factor of 0.5. 5For F.=65 ksi steel,multiply values by 1.44. TABLE 3--ALLOWABLE TENSILE PULL-OVER LOADS(Ppx,4O),pounds-force 1.2.3'4.5 Steel F,=45ksi Applied Factor of Safety,0=3.0 Washer Design thickness of member in contact with the screw head(in.) Screw Head Designation Diameter 0.030 0.036 0.048 0.060 0.075 0.090 0.105 0.135 (in.) #8-18 0.335 225 271 363 453 567 680 790 1020 #10-16 0.399 268 323 430 540 673 807 943 1210 #12-14,#12 24 0.415 279 337 447 560 700 840 980 1260 1/414 0.500 336 407 540 677 843 1010 1180 1520 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. I For tension connections,the lower of the allowable pull-out,pullover,and tension fastener strength of screw found in Tables 2,3,and 4, respectively must be used for design. 2ANSI/ASME standard screw head diameters were used in the calculations and are listed in the tables. 3The allowable pull-over capacity for other member thicknesses can be determined by interpolating within the table. 4To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD m factor of 0.5. 5For F.=65 ksi steel,multiply values by 1.44. TABLE 4—FASTENER STRENGTH OF SCREW Allowable Fastener Strength` Nominal Fastener Strength(tested) Designation Diameter Tension(P.,/II)' Shear(PJQ)2'' Tension,Pb Shear,P„ (117) (lb) (lo) (th) 05-18 0.164 335 390 1000 1170 #10-16 0.190 455 405 1370 1215 #12-14 0.216 775 625 2325 1880 #12-24 0.216 1300 760 3900 2285 1/4-14 0250 1525 815 4580 2440 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. 'For tension connections,the lower of the allowable pull-out,pullover,and tension fastener strength of screw found in Tables 2,3,and 4, respectively must be used for design. ZFor shear connections,the lower of the allowable shear fastener strength and allowable shear(bearing)found in Tables 4 and 5. respectively must be used for design. 3See Section 4.1 for fastener spacing and end distance requirements. 4To calculate LRFD values,multiply the allowable fastener strengths by the ASD safety factor of 3.0 and multiply again by the LRFD 4) factor of 0.5. Page 5 of 5 ESR-2196 TABLE 5-ALLOWABLE SHEAR(BEARING)CAPACITY OF COLD-FORMED STEEL,lb l'2'7.4.5 Steel F,,=45 ksl Applied Factor of Safety,0 3.0 Design thickness of Design thickness of member not in contact with the screw head(in.) Screw Diameter member in Designation (ui.) contact with screw head, 0.036 0.048 0.060 0.075 0.090 0.105 0.135 (m.) 0.036 174 239 239 239 239 239 239 0.048 174 268 319 319 319 319 319 0.060 174 268 373 400 400 400 400 #8 0.164 0.075 174 268 373 497 497 497 497 0.090 174 268 373 497 597 597 597 0.105 174 268 373 497 597 697 697 0.135 174 268 373 497 597 697 897 0.036 188 277 277 277 277 277 277 0.048 188 289 370 370 370 370 370 0.060 188 289 403 463 463 463 463 #10 0.190 0.075 188 289 403 563 577 577 577 0.090 188 289 403 563 693 693 693 0.105 188 289 403 563 693 807 807 0.135 188 289 403 563 693 807 1040 0.036 200 309 315 315 315 315 315 0.048 200 308 420 420 420 420 420 0-060 200 308 430 523 523 523 523 #12 0.216 6075 200 308 430 600 657 657 657 0.090 200 308 430 600 787 787 787 0.105 200 308 430 600 787 920 920 0.135 200 308 430 600 787 920 1180 0.036 215 340 363 363 363 363 363 0.048 215 331 467 487 487 487 487 0.060 215 331 463 607 607 607 607 1/4 in. 0.250 0.075 215 331 463 647 760 760 760 0.090 215 331 463 647 850 910 910 0.105 215 331 463 647 850 1060 1060 0.135 215 331 463 647 850 1060 1370 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. The lower of the allowable shear fastener strength and shear bearing found In Tables 4 and 5,respectively must be used for design. 2ANSUASME standard screw diameters were used in the calculations and are listed In the tables 'The allowable bearing capacity for other member thicknesses can be determined by interpolating within the table. `To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD 0 factor of 0.5. 5For F„=65 ksi steel,multiply values by 1.44. FIGURE 1-HILTI HEX WASHER HEAD SELF-DRILLING SCIjEW E--� ESR-199 7 S REPORT"' Reissued September 1, 2007 This report is subject to re-examination in two years. ICC Evaluation Service, Inc. Bulineseiftgbid me•` 0 nsi Rafict SMIte CaWoania 90601 a(om)6990543 Regional Moe•900 Montclair Road,SLIM A Binteigham,Alabama 35213 ■(205)599-9800 W W W.ICC-@S,out Regi eni Mice•4051 West RosemoarRoad,Country Club Has,atmi's 60478•(708)799.2305 DIVISION:03—CONCRETE stainless steel. The hex nut for carbon steel conforms to Section:03151—Concrete Anchoring ASTM A 563-04,Grade A,and the hex nut for stainless steel conforms to ASTM F 594. REPORT HOLDER: The anchor body is comprised of a high-strength rod threaded at one end and a tapered mandrel at the other end. HILTi,INC. The tapered mandrel is enclosed by a three-section 5400 SOUTH 122' EAST AVENUE expansion element which freely moves around the mandrel. TULSA,OKLAHOMA 74146 The expansion element movement is restrained by the (800)879-8000 mandrel taper and by a collar. The anchor is installed in a www.us.hilticon, prednlled hole with a hammer.When torque is applied to the HiltiTechEnotErtus.hilti.cont nut of the installed anchor, the mandrel is drawn into the expansion element,which is in turn expanded against the wall EVALUATION SUBJECT: of the drilled hole. Installation information and dimensions are set forth in HILTI KWIK BOLT 12 CARBON AND STAINLESS STEEL Section 4.3 and Table 1. ANCHORS IN CONCRETE Normal-weight and structural lightweight concrete must 1.0 EVALUATION SCOPE conform to Sections 1903 and 1905 of the iBC and UBC. Compliance with the following codes: 4.0 DESIGN AND INSTALLATION • 2006 international Building Code®(IBC) 4.1 Strength Design: • 2006 International Residential Codes(IRC) 4.1.1 General: Design strengths must be determined in accordance with ACI 318-05 Appendix D and this report. + 1997 Uniform Building Code"'(UBC) Design parameters are provided in Tables 3 and 4.Strength Property evaluated: reduction factors 0 as given in ACI 318 D.4.4 must be used for load combinations calculated in accordance with Section Structural 1605.2.1 of the IBC or Section 16122 of the UBC.Strength 2.0 USES reduction factors as given in ACI 318 D.4.5 must be used for load combinations calculated in accordance with ACI 318 The Hilt Kwik Bolt TZ anchor(KB-TZ)is used to resist static, Appendix C or Section 19092 of the UBC.Strength reduction wind, and seismic tension and shear loads in cracked and factors 0 corresponding to ductile steel elements may be uncracked normal-weight concrete and structural sand used.An example calculation is provided in Figure 6. lightweight concrete having a specified compressive strength, 14,, of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa); and 4.1.2 Requirements for Static Steel Strength in Tension: cracked and uncracked normal-weight or structural sand The steel strength in tension must be calculated in lightweight concrete over metal deck having a minimum accordance with ACI 318 D.5.1.The resulting N.values are specified compressive strength,P,,of 3,000 psi(20.7 MPa). provided in Tables 3 and 4 of this report. The anchoring system is an alternative to cast-in-place 4.1.3 Requirements for Static Concrete Breakout anchors described in Sections 1911 and 1912 of the IBC and Strength in Tension:The basic concrete breakout strength Sections 1923.1 and 1923.2 of the UBC.The anchors may in tension must be calculated according to ACI 318 Section also be used where an engineered design is submitted in D.5.2.2,using the values of he and k„as given in Tables 3 accordance with Section R301.1.3 of the IRC. and 4 in lieu of h,,and k,respectively.The nominal concrete 3.0 DESCRIPTION breakout strength in tension in regions where analysis indicates no cracking in accordance with ACI 318 Section KB-TZ anchors are torque-controlled,mechanical expansion D.5.2.6 must be calculated with Ili N as given in Tables 3 and anchors. KB-TZ anchors consist of a stud (anchor body), 4.For carbon steel KB-TZ installed in the soffit of structural wedge(expansion elements),nut,and washer.The anchor sand lightweight ornomtal-weight concrete on steel deck floor (carbon steel version)is illustrated in Figure 1.The stud is and roof assemblies,as shown in Figure 5,calculation of the manufactured from carbon or stainless steel materials with concrete breakout strength may be omitted. (See Section corrosion resistance equivalent to Type 304 stainless steel. 4.1.5.) Carbon steel KB-TZ anchors have a minimum 5 pm(0.00002 inch)zinc plating.The expansion elements for the carbon and 4.1.4 Requirements for Critical Edge Distance: In stainless steel KB-TZ anchors are fabricated from stainless applications where c<c,,,and supplemental reinforcement to steel with corrosion resistance equiva lent to Type 316 control splitting of the concrete is not present,the concrete REPORTS"' are not to be construed w representing aesthetics or any other attributes not specifically addressed.nor are they to be construed as an endorsement of the subject of the report ore recommendation for ita use.There is no warranty by ICC Evaluation Service,Inc.,erpress or implied as to any ANSI finding or other matter in this report,or as to any product covered by the report ns r� asm= Copyright®2007 Page 1 of 14 Page 2 of 14 ESR-1917 breakout strength in tension for uncracked concrete, lightweight or normal-weight concrete on steel deck floor and calculated according to ACI 318 Section D.5.2, must be roof assemblies,as shown in Figure 5,is given in Table 3. further multiplied by the factor Wa,•N as given by the following equation: 4.1.7 Requirements for Static Concrete Breakout Strength of Anchor In Shear, Vd,or Vim:Static concrete c breakout strength shear capacity must be calculated in WCPN= c (1) accordance with ACI 318 Section D.6.2 based on the values °, provided in Tables 3 and 4.The value of ft,used in ACI 318 Equation(D-24)must taken as no greater than h., whereby the factor WAN need not be taken as less 4.1.8 Requirements for Static Concrete Pryout Strength than 1.5h,, For all other cases,W =1.0.Values for the of Anchor in Shear, V, or V . Static concrete pryout c ` N strength shear capacity must be calculated in accordance critical edge distance ccC must be taken from Table 3 or Table with ACI 318 Section D.6.3,modified by using the value of k,, 4. provided in Tables 3 and 4 of this report and the value of Nd, or N, as calculated in Section 4.1.3 of this report. For 4.1.5 Requirements for Static Pullout Strength in anchors installed in the soffit of structural sand lightweight or Tension:The pullout strength of the anchor in cracked and normal-weight concrete over profile steel deck floor and roof uncracked concrete,where applicable, is given in Tables 3 assemblies,as shown in Figure 5,calculation of the concrete and 4. In accordance with ACI 318 Section D.5.3.2, the pry-out strength in accordance with ACI 318 Section D.6.3 is nominal pullout strength in cracked concrete must be not required. calculated according to the following equation: 4.1.9 Requirements for Minimum Member Thickness, J2,5°° Minimum Anchor Spacing and Minimum Edge Distance: Np+'c=NP,cr (lb,psi) (2) In Ileu of ACI 318 Section D.8.3, values of c„,,,,and s„,,,as given in Tables 2 and 3 of this report must be used.In lieu of ACI 318 Section D.8.5,minimum member thicknesses hem,as given in Tables 3 and 4 of this report must be used.Additional combinations for minimum edge distance c„�,and spacing s,„,,, may be derived by linear interpolation between the given Np„,.c=N P.a 1117 2(N,MPa) boundary values.(See Figure 4.)The critical edge distance at corners must be minimum 4h8in accordance with ACI 318 Section D.8.6. In regions where analysis indicates no cracking in 4.1.10 Requirements for Seismic Design: For load accordance with ACI 318 Section D.5.3.6,the nominal pullout combinations including earthquake, the design must be strength in tension must be calculated according to the performed according to ACI 318 Section D.3.3 as modified by j following equation: Section 1908.1.16 of the IBC,as follows: EQUIVALENT ACI 318 D.3.3.N =N fc (lb,psi) (3) CODE SEISMIC REGION C DESIGNATION • IBC and IRC Moderate or high Seismic seismic risk C,D,E,and F Moderate or high Seismic Zones N =N fc (N,MPa UBC seismic risk 2B,3,and 4 The nominal steel strength and the nominal concrete Where values for N or N are not provided in Table 3 breakout strength for anchors in tension, and the nominal P.0. P. concrete breakout strength and pryout strength for anchors in or Table 4, the pullout strength in tension need not be shear,must be calculated according to ACI 318 Sections D.5 evaluated. and D.6,respectively,taking into account the corresponding The pullout strength in cracked concrete of the carbon steel values given in Tables 3 and 4.The anchors comply with ACI KB-TZ installed in the soffit of sand lightweight or normal- 318 D.1 as ductile steel elements and must be designed in weight concrete on steel deck floor and roof assemblies,as accordance with ACI 318 Section D.3.3.4 or D.3.3.5. The shown in Figure 5,is given in Table 3.1n accordance with ACI nominal pullout strength Np,„,„and the nominal steel strength 318 Section D.5.3.2,the nominal pullout strength in cracked for anchors in shear V8.8�8 must be evaluated with the values concrete must be calculated according to Eq_ (2),whereby given in Tables 3 and 4.The values of Nq$„8 must be adjusted the value of N„must be substituted for The The use of for concrete strength as follows: stainless steel KB-TZ anchors installed in the soffit of , concrete on steel deck assemblies is beyond the scope of N =N fc (fb,psi) (4) this report.in regions where analysis indicates no cracking in a"�f`— a 2,500 accordance with ACI 318 Section D.5.3.6,the nominal pullout strength in tension may be increased by WON as given in Table 3.along the is 1.0 for all cases. must be the greater of .0h Al„,„;,,,.,=NR's Y 17.2 (N,MPa) or 11/,times the flute width. 4.1.6 Requirements for Static Steel ShearCapacity V,:In If no values for Np„r,or V,, are given In Table 3 or Table lieu of the value of V8 as given in ACI 318 Section D.6.12(c), 4, the static design strength values govern. (See Sections the values of V8 given in Tables 3 and 4 of this report must be 4.1.5 and 4.1.6.) used.The shear strength V, as governed by steel failure 4.1.11 Structural Sand Lightweight Concrete: When of the KB-TZ installed in the soffit of structural sand structural lightweight concrete is used,values determined in I i Page 3 of 14 ESR-1917 accordance with ACI 318 Appendix 0 and this report must be installations into the soffit of concrete on steel deck modified by a factor of 0.60. assemblies,see Figure 5. 4.1.12 Structural Sand Lightweight Concrete over Metal 4.4 Special inspection: Deck:Use of structural sand lightweight concrete is allowed in accordance with values presented in Table 3 and Special inspection is required, in accordance with Section installation details as show in Figure 5. 1704.13 of the IBC and Section 1701.52 of the UBC. The special inspector must be on the jobsite continuously during 4.2 Allowable Stress Design: anchor installation to verify anchor type,anchor dimensions, 4.2.1 General: Design resistances for use with allowable concrete type, concrete compressive strength, hole stress design load combinations calculated in accordance dimensions,hole cleaning procedures,anchor spacing,edge with Section 1605.3 of the IBC and Section 1612.3 of the distances, concrete thickness, anchor embedment, and UBC,must be established as follows: tightening torque. R 5.0 CONDITIONS OF USE Rd R °'"'1SO__ a (5) The Hilti KB-TZ anchors described in this report comply with the codes listed in Section 1.0 of this report,subject to the where R represents the limiti design strength following conditions: Rd= 0• k limiting r9 gth in tension(¢N„)or shear(0V„)as calculated according to ACI 5.1 Anchor sizes, dimensions and minimum embedment 318 Sections 0.4.1.1 and 0.4.1.2 and Section 4.1 of this depths are as set forth in this report. report.For load combinations including earthquake,the value The anchors must be installed in accordance with the Rd in Equation(5)must be multiplied by 0.75 in accordance manufacturer's published instructions and this report.ACI 318 Section D.3.3.3. Limits on edge distance, Port•In anchor spacing and member thickness,as given in Tables 3 case of conflict,this report governs. and 4 of this report,must apply.Allowable service loads for 5.3 Anchors must be limited to use in cracked and single anchors in tension and shear with no edge distance or uncracked normal-weight concrete and structural sand spacing reduction are provided in Tables 6 through 9, for lightweight concrete having a specified compressive illustration.These values have been derived per Equation(5) strength,f,,of 2,500 psi to 8,500 psi(17.2 MPa to 58.6 using the appropriate strength reduction factors Ofrom Tables MPa), and cracked and uncracked normal-weight or 3 and 4 and the a factors provided in Section 4.2 of this structural sand lightweight concrete over metal deck report. having a minimum specified compressive strength,f c, The value of a must be taken as follows: of 3,000 psi(20.7 MPa). REFERENCE FOR STRENGTH at 5.4 The values of f�used for calculation purposes must not REDUCTION FACTORS Including Excluding exceed 8,000 psi(55.1 MPa). Seismic Seismic 5.5 Loads applied to the anchors must be adjusted in ACI 318 Section D.4.4 1.1 1.4 accordance with Section 16052 of the IBC and ACI 318 Section 0.4.5 1.2 1.55 Sections1612.2 or 1909.2 of the UBC for strength design,and in accordance with Section 1605.3 of the 4.2.2 Interaction:In lieu of ACI 318 D.7.1,D.7.2 and D.7.3, IBC and Section 1612.3 of the UBC for allowable stress interaction must be calculated as follows: design. For shear loads V s 0.2- V the full allowable load in 5.6 Strength design values must be established in tension TdirdwAsr,may be taken. accordance with Section 4.1 of this report. For tension loads T s 0.2- T� ,the full allowable load 5.7 Allowable design values are established in accordance in shear Va,,,,Asc,may be taken. with Section 42. For all other cases: 5.8 Anchor spacing and edge distance as well as minimum T V member thickness must comply with Tables 3 and 4. + s 1.2 (6) 5.9 Prior to installation, calculations and details allow,ASD Varow,ASV demonstrating compliance with this report must be submitted to the code official. The calculations and 4.3 Installation: details must be prepared by a registered design professional where required by the statutes of the Installation parameters are provided in Table 1 and in Figure jurisdiction in which the project is to be constructed. 2. The Hilti KB-TZ must be installed according to 5.10 Since an ICC-ES acceptance criteria for evaluating data manufacturer's published instructions and this report.Anchors to determine the performance of expansion anchors must be installed in holes drilled into the concrete using subjected to fatigue or shock loading is unavailable at carbide-tipped masonry drill bits complying with ANSI this time, the use of these anchors under such 6212.15-1994.The nominal drill bit diameter must be equal conditions is beyond the scope of this report. to that of the anchor.The drilled hole must exceed the depth of anchor embedment by at least one anchor diameter to 5.11 Anchors may be installed in regions of concrete where permit over-driving of anchors and to provide a dust collection cracking has occurred or where analysis indicates area as required. The anchor must be hammered into the cracking may occur(f,>f,),subject to the conditions of predrilled hole until at least four threads are below the fixture this report. surface.The nut must be tightened against the washer until 5.12 Anchors maybe used to resist short-term loading due to the torque values specified in Table 1 are achieved. For wind or seismic forces,subject to the conditions of this installation in the soffit of concrete on steel deck assemblies, report the hole diameter in the steel deck not exceed the diameter of the hole in the concrete by more than 118 inch(3.2 mm).For 5.13 Where not otherwise prohibited in the code, KB-TZ member thickness and edge distance restrictions for anchors are permitted for use with fire-resistance-rated Page 4'0 14 ESR-1917 construction provided that at least one of the following 6.0 EVIDENCE SUBMITTED conditions is fulfilled: 6.1 Data in accordance with the ICC-ES Acceptance • Anchors are used to resist wind or seismic forces only. Criteria for Mechanical Anchors in Concrete Elements • Anchors that support a fire-resistance-rated envelope (AC193),dated January 2007(ACt 355.2). or a fire-resistance-rated membrane are protected by 6.2 A quality control manual. approved fire-resistance- rated materials, or have been evaluated for resistance to fire exposure in 7.0 IDENTIFICATION accordance with recognized standards. The anchors are identified by packaging labeled with the • Anchors are used to support nonstructural elements. manufacturer's name (Hilti, Inc.) and contact information, 5.14 Use of zinc-coated carbon steel anchors is limited to anchor name,anchor size,evaluation report number(iCC-ES dry,interior locations. ESR 1917), and the name of the inspection agency 5.15 (Underwriters Laboratories Inc.).The anchors have the letters Special inspection must be provided in accordance with KB-TZ embossed on the anchor stud and four notches Section 4.4. embossed into the anchor head,and these are visible after 5.16 Anchors are manufactured by Hilti AG, in Schaan, installation for verification. Liechtenstein, under a quality control program with inspections by Underwriters Laboratories Inc.(AAr-637). Page 5 of 14 ESR-1917 . UNC thread mandrel , 't `0'`I:`- `)'.T: . . Al dog point expansion setting assist element collar bolt- washer hex nut FIGURE 1--HILTI CARBON STEEL KWIK BOLT TZ(KB-TZ) TABLE 1—SETTING INFORMATION(CARBON STEEL AND STAINLESS STEEL ANCHORS) SETTNG Nominal anchor diameter(in.) INFORMATION Symbol thwis 318 1/2 518 314 In. 0.375 0.5 0.625 0.75 Anchor 0A. do (mm) (9.5) (12.7) (15.9) (19.1) Nominal bff diameter dr./ In. 3/8 112 518 3/4 Effective min. In. 2 2 31/4 3-118 4 3-3/4 4-3/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) fan.dote ► In. 2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (98) (121) (117) (146) Km.thidcness of In. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 fastened part! (thth) (6) (19) (6) (9) (19) (3) (41) ft-1 25 40 60 110 Installation torque Tao (14th) (34) (54) (81) (149) Min.dia.ol hole in In. 7/16 9/16 11/16 13116 de fastened part ( ) (11.1) (14.3) (17.5) (20.6) Standard anchor In. 3 3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 81/2 10 51/2 8 10 two lengths (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threaded length twee In. 7/8 1-5/8 2-7/8 1-518 2-3/8 3-3/8 4-7/8 11/2 2-314 51/4 6-3/4 11/2 4 6 Cod dog P (mm) (22) (41) (73) (41) (60) (86) (124) (38) (70) (133) (171) (38) (102) (152) Unthreaded let L e. In. 2-118 2-1/8 3-1/4 4 ( ) (54) (54) (83) (102) r J , 1The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread.If a thinner fastening thickness Is required,increase the anchor embedment to suit. Page 6 of 14 ESR-1917 i1:i tthn3ad dh \\\� __ \\� t (anch (unthr I do hof iii■ ho I h, FIGURE 2—KB-TZ INSTALLED TABLE 2—LENGTH IDENTIFICATION SYSTEM(CARBON STEEL AND STAINLESS STEEL ANCHORS) Len -Mina/icing A B C D E F G H I J K L I N N O P Q R S T U V W on bolt head Length o f F r o m 115 2 214 3 34 4 4h 5 5/ 6 6 5 7 735 8 8/ 9 915 10 11 12 13 14 15 anchor, Up to but t e n c h not 2 2 4 3 3% 4 414 5 5/ 6 6) 7 714 8 835 9 93 10 11 12 13 14 15 16 (inches) including �R A FIGURE 3—BOLT HEAD WITH LENGTH IDENTIFICATION CODE AND KB-TZ HEAD NOTCH EMBOSSMENT Page 7 of 14 ESR-1917 TA BLE 3--DESIGN INFORMATION,CARBON STEEL KB-7Z DESIGN INFORMATION Symbol Units .. Nominal anchor diameter 318 1/2 5/8 3/4 Anchor 0.0. d0 In. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.11 Effective min.embedment' her in. 2 3 1/4 3-1/8 4 3-3/4 4-3/4 mm 51 51 83 79 102 95 121 Min,member thickness2 h„, In. 4 MI 4 IUIIIIIIgll 8 5 6 8 6 8 8 mm 102 MA 102 203 127 152 203 152 203 203 Critical edge distance cs. In. 4-3/8 4 5-1/2 4-1/2 7-1/2 6 6-1/2 8-3/4 6-3/4 10 8 9 mm 111 102 140 114 191 152 165 222 171 254 203 229 CA., In. 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 4-3/4 4-1/8 Min,edge distance (mm) _ (64) (70) (60) (92)^ (83) (121) (105) fors 2 In. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 8-718 (mm) (127) (146) (146) (156) (149) (267) (225) sn, In. 2-1/2 2-3/4 2-3/8 3-1/2 3 5 4 Min.anchor spacing (mm) (64) (70) (60) (89) (76) (127) (102) for c 2 In. 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7-3/4 (mm) (92) (105) (89) (121) (108) (241) (197) Min,hole depth in concrete ho in. 2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (98) (121) (117) (146) Min,specified yield strength fy itrfm 100.000 84.800 84,800 84,800 (N/mm2) (890) (585) (585) (585) Min.specified ult.strength f„ lb/in2 125,000 106,000 106,000 106,000 (N/mm2) (862) (731) (731) (731) Effective tensile stress area AN, !n` 0.052 0.101 0.162 0.237 (mm2) (33.6) (65.0) (104.8) (152.8) Steel strength in tension Nye lb 6,500 10,705 17,170 25,120 (kN) _ (28.9) (47.61 (76.4) (111.8) Steel strength in shear Vs lb 3,595 6,405 10,555 15,930 (kN) (16.0) (28.5) (47.0) (70.9) Steel strength in shear, V lb 2,255 6,405 10,555 14,245 (kN) (10.0) (28.5) (47.0) (63.4), Steel strength in shear.4 v; lb 2130 3,000 4,945 4,600' 6,040 NP NP concrete on metal deck (kN) (9.5) (13.3) (22) (20.5), (26.9) Pullout strength uncracked lb 2,515 5,515 9,145 8,280 10,680 concretes PIA,„,,„, (kN) (11.2) (24.5) ' (40.7) (36.8) (47.5) PPu o sstrength cracked N0.a lb 2,270 NA 4,915 NA NA NA NA (kit) {10.1) {21.9) . Pullout strength concrete on lb 1,460 1,460 2,620 2,000 4,645 metal deck° NROO*° (kN) (6.5) (6.5) (11.7) (8.9) (20.7) NP NP Anchor category' 1 Effectiveness factor k,,,Q untracked concrete 24 i Effectiveness factor Ice,cracked concrete° 17 Wca=/(4.kQs 1.41 Coefficient for pryout strength,lire 1.0 1 2.0 Strength reduction factor 0 for tension,steel 0.75 failure modest0 Strength reduction factor 0 for shear,steel failure 0.65 modest0 Strength reduction 0 factor for tension,concrete 0.65 failure modes or pullout,Condition B" Strength reduction qt factor for shear,concrete 0.70 failure modes,Condition B" For Sf:1 inch=25.4 mm,1 tit=4.45 N,1 psi=0.006895 MPa For pound-inch units:1 mm=0.03937 inches. 'See Fig.2. 2 For structural light-weight concrete over metal deck,see Figure 5. 3 See Section 4.1.10 of this report. ++j `See Section 4.1.6.NP(not permitted)denotes that the condition is not supported by this report °See Section 4.1.5 of this report.NA(not applicable)denotes that this value does not control for design. °See Section 4.1.5 of this report.NP(not permitted)denotes that the condition is not supported by this report.Values are for cracked concrete.Values are applicable to both static and seismic load combinations. 'See ACt 318-05 Section 0.4.4. °See ACI 318-05 Section 0.5.2.2. 'See ACi 31805 Section 0.52.6. "Tire K8-TZ le*ductile steel element as defined by ACi 318 Section D.1. "For use with the load combinations of AC1318 Section 9.2.Condition 8 applies where supplementary reinforcement In conformance with AC1318.05 Section DAA is not provided,or where pullout or pryout strength governs.For cases where the presence of supplementary reinforcement can be verified,the strength reduction factors associated with Condition A may be used. Page 8 of 14 ESR-1917 TABLE 4-DESIGN INFORMATION,STAINLESS STEEL KB-7Z Nominal anchor diameter DESIGN INFORMATION Symbol Units 318 1/2 5/8 3/4 Anchor O.D. do in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) _(15.9) (19.1) Effective min.embedment' hr in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 (mm) (51) (51) S83) (79) (102) (95) (121) Min.member thickness h.. m. 4 5 4 6 6 8 5 6 8 6 8 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) Critical edge distance cc in. 4-3/8 3-7/8 5-1/2 4-1/2 7-1/2 6 7 8-7/8 6 10 7 9 (mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229) _ in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 "' (mm) (64) (73) (54) (83) (60) (108) (102) Min.edge distance in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 fors 2 (mm) (127) (146) (133) (140) (140) (254) (216) in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 s1p" (mm) (57) (73) (51) (70) (60) (127) (102) Arlin•anchor spacing in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 for c 2 (mm) (89) (114) (83) (105) (108) (241) (178) Min.hole depth in concrete ho in. 2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (98) (121) (117) (146) Min.specified yield strength fy 92,000 92,000 92,000 76,125 (N/mm2) (634) (634) (634) (525) Ibtin4 115,000 115,000 115,000 101,500 Min.specified ult.Strength f' (Nhnm2) (793) (793) (793) (700) Effective tensile stress area A. in` 0.052 0.101 0.162 0.237 (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength in tension N. lb 5,968 11,554 17,860 24,055 (kN) (26.6) (51.7) (82.9) (107.0) Steel strength in shear V. lb 4,870 6,880 11,835 20,050 (kN) (21.7) (30.6) (52.6) (89.2) Pullout strength in tension, lb 2,735 seismic2 N NA NA NA (kN) NA (12.2) Steel strength in shear, lb 2,825 6,880 11,835 14,615 seismic2 V„is (kN) (12.6) (30.6) (52.6) (65.0) Pullout concretes uncracked N� lb 2,630 NA 5,760 12,040 NA NA (kN) (11.7) (25.6) (53.6) Pullout strength cracked lb 2,340 3,180 5,840 8,110 NA s N o' NA NA concrete (kN) (10.4) (14.1) (26.0) (36.1) Anchor category4 1 Effectiveness factor/4,■runcracked concrete 24 Effectiveness factor k cracked concretes 17 24 17 17 17 24 17 'Nc.n=load 1.41 1.00 1.41 1.41 _ 1.41 - 1.00 1.41 Strength reduction factor 0 for tension,steel 0.75 failure males' Strength reduction factor O for shear,steel failure 0.65 modes! Strength reduction 0 factor for tension,concrete 0.65 failure modes.Condition Bs Coefficient for pryout strength,kg, 1.0 2.0 Strength reduction 0 factor for shear,concrete 0.70 failure modes,Condition B8 For SI:1 inch=25.4 mm,1 Ib1=4.45 N,1 psi=0.006895 MPa For pound-inch units:1 mm=0.03937 inches 'See Fig_2. 2See Section 4.1.10 of this report.NA(not applicable)denotes that this value does not control for design. 'See Section 4.1.5 of this report NA(not applicable)denotes that this value does not control for design. `See ACI 318-05 Section 0.4.4. sSee ACI 318-05 Section 0.5.2.2. °See ACI 318-05 Section 0.5.2.6. 'The K8-1 Z is a ductile steel element as defined by ACI 318 Section 13.1. 'For use with the load combinations of ACI 310-08 Section 9.2.Condition 13 applies when*supplementary reinforcement In conformance with ACI 318-05 Section D.4.4 is not provided,or where pullout or pryout strength governs.For cases where the presence of supplementary reinforcement can be verified,the strength reduction factors ' associated with Condition A may be used. Page 9 of 14 ESR-1917 ,4 SOei�" • • I 1 CO c . . U - hmin ac,,,,,,at s y 1111 IIII - i il 11 � Ste, - ;in at C a a edge distance c FIGURE 4-INTERPOLATION OF MINIMUM EDGE DISTANCE AND ANCHOR SPACING TABLE 5-MEAN AXIAL STIFFNESS VALUES)1 FOR KB-TZ CARBON AND STAINLESS STEEL ANCHORS IN NORMAL WEIGHT CONCRETE(103pounds/In.)1 Concrete condition carbon steel KB-TZ,all diameters stainless steel KB-TZ,all diameters uncracked concrete 700 120 cracked concrete 500 90 'Mean values shown,actual stiffness may vary considerably depending on concrete strength,loading and geometry of application. TABLE 6--KB TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION(ASD),NORMAL WEIGHT UNCRACKED CONCRETE,CONDITION B(pounds)'''3 Concrete Compressive Strength2 Nominal Embedment Yc=2,500 psi t'c=3,000 psi Pc=4,000 psi Pc=6,000 psi Anchor Depth NI Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,168 1,221 1,279 1,338 1,477 1,545 1,809 1,892 2 1,576 1,576 1,726 1,726 1,993 1,993 2,441 2,441 1/2 31/4 2,561 2,674 2,805 2,930 3,239 3,383 3,967 4,143 31/8 3,078 3,078 3,372 3,372 3,893 3,893 4,768 4,768 5/8 - 4 4,246 4,457 4,651 4,883 5,371 5,638 6,578 6,905 T 3 3/4 3,844 4,046 4,211 4,432 4,863 5,118 5,956 6,268 3/4 4 3/4 4,959 5,590 5,432 6,124 6,272 7,071 7,682 8,660 ' For SI:1 lbf=4.45 N,1 psi=0.00689 MPa For pound-inch units:1 mm=0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction.For other cases,calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Section 4.21 Eq.(5)of this report is required. 2Values are for normal weight concrete.For sand-lightweight concrete,multiply values by 0.60. 3Conditlon B applies where supplementary reinforcement In conformance with AO 318-05 Section D.4.4 is not provided,or where pullout or pryout strength governs.For cases where the presence of supplementary reinforcement can be verified,the strength reduction factors associated with Condition A may be used. Page 10 of 14 ESR-1917 TABLE 7-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION(ASD),NORMAL-WEIGHT CRACKED CONCRETE,CONDITION B(pounds)1'2'3 ■ Concrete Compressive Strength2 Nominal Anchor E�pm fc=2,500 psi fc=3,000 psi fc=4,000 psi fc=6,000 psi Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,054 1,086 1,155 1,190 1,333 1,374 1,633 1,683 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729 2,287 1/2 31/4 2,282 2,312 2,500 2,533 2,886 2,925 3,535 3,582 5/8 31/8 2,180 2,180 2,388 2,388 2,758 2,758 3,377 3,377 4 3,157 2,711 3,458 2,970 3,994 3,430 4,891 4,201 3/4 33/4 2,866 3,765 3,139 4,125 3,625 4,763 4,440 5,833 4 3/4 4,085 4,085 4,475 4,475 5,168 5,168 6,329 6,329 For SI:1 Ibf=4.45 N.1 psi=0.00689 MPa For pound-inch units:1 mm=0.03937 Indies 'Values are for single anchors with no edge distance or spacing reduction.For other cases,calculation of Rr as per ACI 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq.(5)is required. 2Values are for normal weight concrete.For sand-lightweight concrete,multiply values by 0.60. CCondition B applies where supplementary reinforcement in conformance with ACI 318-05 Section 1.4.4 is not provided,or where pullout or pryout strength governs.For cases where the presence of supplementary reinforcement can be verified,the strength reduction factors associated With Condition A may be used. TABLE 8--KB-7Z CARBON AND STAINLESS STEEL ALLOWABLE STATIC SHEAR LOAD(ASD), (pounds)1 Nominal Allowable Steel Capacity,Static Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 1,669 2,661 1/2 2,974 3,194 5/8 4,901 5,495 3/4 7,396 9,309 For SI:1 Ibf=4.45 N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. Page 11 of 14 ESR-1917 TABLE 9-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION(ASD),NORMAL-WEIGHT • CRACKED CONCRETE,CONDmON B(pounds)//3 Nominal Embedment Concrete Compressive Strengths Anchor Depth ihr _ Pc=2,500 pal Pc s 3,000 psi Pc=4000 psi Pc=6,000 psi Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312 1,559 1,607 1/2 2 1,065 1,212 1,167 1,328 1,348 1,533 1,651 1,878 31/4 2,178 2,207 2,386 2,418 2,755 2,792 3,375 3,419 5/8 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 3/4 3 3/4 2,736 3,594 2,997 3,937 3,460 4,546 4,238 5,568 4 3/4 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042 For SI:1 lbf=4.45 N,1 psi=0.00689 MPa For pound-inch units:1 mm=0.03937 inclies °Values are for single anchors with no edge distance or spacing reduction.For other cases,calculation of Rd as per AC1 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq.(5)is required. 2Values are for normal weight concrete.For sand-lightweight concrete,multiply values by 0.60. 3Condltion 8 applies where supplementary reinforcement in conformance with ACI 318-05 Section 0.4.4 is not provided,or where pullout or pryout strength governs.For cases where the presence of supplementary reinforcement can be verified,the strength reduction factors associated with Condition A may be used. TABLE 14-KB-1Z CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC SHEAR LOAD(ASD), (pounds)/ Nominal Allowable Steel Capacity,Seismic Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 999 1,252 1/2 2,839 3,049 5/8 4,678 5,245 3/4 6,313 6,477 For SI:1 lbf=4.45 N Values are for single anchors with no edge distance or spacing reduction due to concrete failure. Page 12 of 14 ESR-1917 TABLE 11--KB TZ CARBON STEEL ALLOWABLE TENSION AND SHEAR LOADS(ASD), INSTALLED INTO THE UNDERSIDE OF A STRUCTURAL SAND UGHTWEIGHT CONCRETE OVER METAL DECK SLAB (p )''2'3 NOMINAL EMBEDMENT TENSION TENSION SHEAR SHEAR ANCHOR DEPTH,her SEISMIC4 NONSEISMIC5 SEISMIC' NONSEISMIC5 DIAMETER (inches) 3/8 2 709 743 944 989 1/2 2 709 743 1,330 1,393 1/2 3-1/4 1,272 1,333 2,192 2,296 5/8 3-1/8 971 1,017 2,039 2,136 5/8 4 2,255 2,362 2,677 2,804 For SI:1 Of=4.45 N, 1 inch=25.4 mm. 'Pullout strength values Np,dod,are for anchors installed in structural sand lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation.See Table 3.The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength.The pullout strengths may be adjusted for other lightweight concrete compressive strengths in accordance with Section 4.1.5 using the following reduction equation: Np.deck✓c=Np. Y (lb,psi). 2,500 Np.decc✓c=Np.dea,il f; MPa)* 172 *This equation can be used for structural sand lightweight concrete compressive strengths between 2,500 psi and 4,000 psi(17 MPa and 28 MPa). 2Minimum anchor spacing along the flute shall be the greater of 3.0heor 1.5 times the flute width in accordance with Section 4.1.4. 3Anchors in the lower flute may be installed with a mmcimum 1-inch offset in either direction.See Figure 5. 4Allowable seismic tension and shear loads are calculated by multiplying Np,d„c,,and Vsg,c*by the strength reduction d)factor of 0.65,the seismic reduction 4'factor of 0.75 according to ACI 318 D3.3.3,and the dividing by an a of 1.1 in accordance with Section 4.2.1. 5Aloowabie nonseismic tension and shear loads are calculated by multiplying Np,deck and 14,det,by the strength reduction 4)factor of 0.65 and dividing by an a of 1.4 in accordance with Section 4.2.1.Allowable nonseismic loads are calculated assuming the lightweight concrete over metal deck is cracked. I Page 13 of 14 ESR-1917 to U a N Q'W ijrti =tia_ .. . . .. . - ' =o - am ,. :. : _:;t MIN.3,000 PSI NORMAL OR SAND- U : := i::_•=:c:d•i:•;`•::_ +_ . : .. - : t L• IGWEIG. HT C. O NCR Z 2 Z ..i'-.'c: '-' :is t'�•.':':•*.:I�I: ii i i:d:?i:i W.;r i}::=:i=d- - (2 r Q— ::i'1 ':?-;:e:a :i:} er:'-. ..:ei7' i' . : -::i='i : ii —1 _..I ,:,>:,-,;:*:,,,:,.,q:-a UPPER - "' FL(VALLEY) MIN. GAUGE irr STEEL W-DECK lilt (MIN.4-1/21 MIN.4-1/7 1 1• MIN.12•TYP. _1 LOWER FLUTE .V ' (RIDGE) OFFSET, TYP. FIGURE 5—INSTALLATION IN THE SOFFIT OF CONCRETE OVER METAL DECK FLOOR AND ROOF ASSEMBUES Page 14 of 14 tort-in 1 t I Two'/2-inch KB-TZ anchors under t Taeow ♦ :Wily-it' " 1.5h, I static tension bad as shown. , her=3.25 in. ` �1 ' ° -•- - Normal wt.concrete,fc=3,000 psi No supplementary reinforcing. Assume untracked concrete. ti ` Condition B ACI 318 DA.4 c # . • • y+ �'� - - per ) • i <fti:• )• 12;a 7m14: the allowable tension load for Z` '" % �� this configuration. ,.I " ' ArAik e ,,. + } ;= 'Y 3 :vyv'y/. : ,,*'-',..0- k,:_4izfi6 vtit'. • r. . :-ZVY{ :Z.- -1Z. ,':5::' A A Calculation per ACI 318-02 Appendix D and this report. Code Report Ref. Ref. Step 1.Calculate steel capacity: ¢,N =¢nA f,,,=0.75x 2 x 0.101 x 106,000=16,0591b D.5.1.2 Table 3 Check whether f t is not greater than 1.9f0 and 125,000 psi. D.4.4 a) Step 3.Calculate concrete breakout strength of anchor in tension: §4.1.2 N - ANC D.5.2.1 VVec,NWea,NWc,N►Vcp,NNb §4.1.3 NCO Step 3a.Verify minimum member thickness,spacing and edge dista : D.8 Table 3 h„,i,=6 in.5 6 in. :.Ok 2.375,5.75 Fig.4 slope=2.375-5.75 =-3.0 3.5-2.375 For c =4 in 2.375 cor 3.5,2.375 s e„=5.75-[(2.375-4.0X-3.0)J=0.875<2.375in<6in:.ok 0.875 ' 4 c„:„ Step 3b.For AN check 1.5he,=1.5(3.25)=4.88 in>c 3.0h,=3(3.25)=9.75 in>s D.5.2.1 Table 3 Step 3c.Calculate AM)and AN for the anchorage: A,,,,,=9h;=9 x(3.25)2=95.1 in2 D.5.2.1 Table 3 AN=(1.5he,+c)(3hd+s)=[1.5x(3.25)+4}[3x(3.25)+61=139.81n2<2-A,,, :.ok Step 3d.Determine weo,: eN=0:. ',„„N=1.0 D.5.2.4 - Step 3e.Calculate Nb: Nb =k heft'5 =17 x 43,000 x 3.2513 =5,456 lb D.5.2.2 Table 3 Step 3f.Calculate modification factor for edge distance: WIN=0.7+031 .25)=0.95 D.5.2.5 Table 3 Step 39• 1 untracked concrete) D.5.2.6 Table 3 rVc,N=1.41 (uncracked 7.5 4 13(3251_ Step 3h.Calculate modification factor for splitting: wcp,N= c check. =0.53; 7 5 -0.65 §4.1.3 1.5h4• Table 3 0.65>0.53:. controls ca, Step 31 Calculate drN, :ONma 0.65 x 139.8 x 1.00 x 0.95 x 1.41 x 5,456 x 0.65=4,539 lb D.5.2.1 §4.1.2 95.1 D.4.4 c) Table 3 Step 4.Check pullout strength:Per Table 3,4>nNpn,rc=0.65x2x5,515 lb 3,000 =7,852 lb>4539 :.OK D.5.3.2 §4.1.5 V�00 D.4.4 c) Table 3 Step 5.Controlling strength: NNE=4,539 lb<onNp„<ON,.. 4)Ncbg controls D.4.1.2 Table 3 Step 6.Convert value to ASD:T = 4,539 la =3242 lb. - §4.2 FIGURE 6-EXAMPLE CALCULATION ESR-2269 ES REPORT' Issued June 1, 2007 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. Off•5360 Workman Mi Road,whaler,California 90601•(562)699-0643 Regional Office www.icc-es.ora •900 Road, a Birmingham, 35213 •(205)599-9800 Regional Office•4051 west FlassrnoorRoad,Country Club Hils,flinois60478•(708)799-2305 DIVISION:03—CONCRETE documentation, austempered to a Rockwell C nominal Section:03151—Concrete Anchoring hardness of 58 and zinc-plated in accordance with ASTM B 633 SC 1,Type III The fasteners have a shank diameter of DIVISION:04—MASONRY 0.157 inch(4.0 mm),a head diameter of 0.32 inch(8.2 mm) Section:04081.—Masonry Anchorage and a knurled tip,and come in lengths ranging from 0.63 inch to 2.83 inches(16 to 72 mm).See Figure 1 for the fastener DIVISION:05—METALS configuration. Section:05090—Metal Fastenings 3.2 Concrete: REPORT HOLDER: Normal-weight and structural sand-lightweight concrete must conform to IBC Section 1905, IRC Section R402.2 or UBC I,INC. Section 1903, as applicable. The minimum concrete HILT!, compressive strength at the time of fastener installation is 5400 SOC. 122MD EAST AVENUE TULSA,OKLAHOMA 74146 noted in the tables of this report. (800)8794000 3.3 Masonry: www.us.hilti.com Masonry is to be comprised of normal-weight concrete HiltiTechEngi8 hiiti.com masonry units(CMUs)complying with ASTM C 90 and Type S mortar complying with IBC Section 2103.8, IRC Section EVALUATION SUBJECT: R607,or UBC Section 2103.3,as applicable.The CMUs are to have a minimum nominal width of 8 inches (203 mm). HILT'LOW VELOCITY X-U UNIVERSAL POWDER DRIVEN Where specified in Table 6 of this report, masonry FASTENERS construction must be fully grouted and must have minimum prism strength, f m, of 1,500 psi (10.3 MPa) at the time of 1.0 EVALUATION SCOPE fastener installation. Grout must comply with IBC Section 2103.12,IRC Section R609.1.1,or UBC Section 2103.4,as Compliance with the following codes: applicable. • 2006 International Building Code®(IBC) 3.4 Steel Substrates: • 2006 International Residential Codee(IRC) Structural steel must comply with the minimum requirements • 1997 Uniform Building Code'(UBC) of ASTM A 36 and have a thickness as shown in Table 2. Property evaluated: Steel deck properties and configurations are to be as described in the footnotes to Table 5,and Figures 5 through Structural 7,of this report. 2.0 USES 4.0 DESIGN AND INSTALLATION The Hilti X-U fasteners are used to attach wood,light gage 4.1 Design: steel, and other building elements to normal-weight and The allowable shear and tension service loads for the X-U structural sand-lightweight concrete, steel decks with fasteners installed in steel,normal-weight concrete,structural structural sand-lightweight concrete fill,concrete masonry and sand-lightweight concrete, structural sand-lightweight steel base materials. The fasteners are alternatives to the concrete filled steel deck and masonry can be found in Tables cast-in-place anchors described in IBC Sections 1911 and 2 through 6 as summarized in Table 1.The stress increases 1912 and UBC Section 1923.1 for placement in concrete;the and load reductions described in Section 1605.3.2 of the IBC embedded anchors described in Section 2.1.4 of ACI 530 and the stress increases described in Section 1612.3.2 of the (which is referenced in IBC Section 2107)and UBC Section UBC are not allowed for wind loads acting alone or when 2107.1.5 for placement in grouted masonry; and the bolts combined with gravity loads. No increase is allowed for used to attach materials to steel,described in IBC Section vertical bads acting alone. Except for fasteners used with 2204.2 and UBC Section 2205.11. The fasteners may be architectural, electrical and mechanical components as used where an engineered design is submitted in accordance described in Section 13.1.4 of ASCEISEI 7(IBC and IRC), with IRC Section R301.1.3. use of fasteners to resist earthquake loads is outside the 3.0 DESCRIPTION scope of this report. 3.1 Fasteners: Allowable loads for fasteners subjected to combined shear The X-U fasteners are powder driven fasteners made from and tension forces are determined by the following formula: hardened steel complying with the manufacturer's quality (PjPt)+(V,IVt)s 1 REPORTS" are not to be construed as representing aesthetics or any other attributes not specylrally addressed,nor are they to be construed as an J �of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied as to any ANSI fording or other matter in this report,or as to any product covered by the report aeon.,a.pv. twecrassocm Copyright 02007 Page 1 of 7 Page 2 of 7 ESR-2269 where: 5.0 CONDITIONS OF USE P. = Applied service tension load,pounds(N). The Hilti X-U fasteners described in this report comply with, Pt = Allowable service tension load,pounds(N). or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the i V. = Applied service shear load,pounds(N). following conditions: Vt = Allowable service shear load,pounds(N). 5.1 The fasteners are manufactured and identified in 4.2 Wood to Steel,Concrete,or Masonry: accordance with this report. Reference lateral design values for fasteners determined in 52 Fastener installation complies with this report and the accordance with Part 11 of ANSI/AF&PA NDS(IBC and IRC) Hitt,Inc.,instructions.In the event of conflict between or Section 2318.3 of the UBC,are applicable to Him fasteners this report and Hilti, Inc., published instructions, this of equal or greater diameters.The wood element must be report governs. considered to be the side member. The fastener bending 5.3 Allowable tension and shear values are as noted in yield strength is allowed to be taken as the value noted in the Tables 2 through 6. The stress increases and load NDS or UBC,as applicable,based on the fastener diameter. reductions described in Section 1605.3.2 of the IBC and 4.3 Installation: the stress increases described in Section 1612.32 of the UBC are not allowed for wind loads acting alone or 4.3.1 General: The X U fasteners are to be installed in when combined with gravity loads. No increase is accordance with this report and the manufacturer's published allowed for vertical loads acting alone. installation instructions.A copy of these instructions is to be 5.4 Calculations demonstrating that the applied loads are available on the jobsite at all times during installation. less than the allowable loads described in this report Installation is limited to dry,interior locations. 1 must be submitted to the code official for approval.The Fastener placement requires the use of a low-velocity calculations are to be prepared by a registered design powder-actuated tool in accordance with Hilti professional where required by the statutes of the recommendations. Installers must be certified by Hilt and jurisdiction in which the project is constructed. have a current,Hilti-issued,operator's license. 5.5 Except for fasteners used with architectural,electrical 4.3.2 Fastening to Steel:When installed in steel,minimum and mechanical components as described in Section spacing between fasteners must be 1 inch (25.4 mm)and 13.1.4 of ASCE/SEI 7(IBC and IRC),use of fasteners minimum edge distance must be 1/2 inch(12.7 mm). to resist earthquake loads is outside the scope of this 4.3.3 Fastening to Concrete: Fasteners are to be driven report' into the concrete after the concrete attains the specified 5.6 The use of fasteners is limited to installation in concrete strength.Minimum spacing between fasteners must uncracked concrete or masonry.Cracking occurs when be 4 inches(102 mm)and minimum edge distance must be t>f,due to service loads or deformations. 3 inches (76 mm). Unless noted otherwise in this report, 5.7 Use of fasteners is limited to dry,interior locations. concrete thickness must be a minimum of three times the penetration depth of the fastener. 5.8 Use of fasteners in contact with preservative-treated or 4.3.4 DX- wik System:Installation of the X U fastener into fire-retardant-treated wood is not permitted. normal-weight concrete,using the Hilti DX-Kwik system as an 5.9 Installers must be certified by Hilti and have a current, alternate procedure,requires the drilling of a pilot hole using Hilti-issued,operator's license. a special drill bit(TX C 5/23)supplied by Hilti,Inc.,prior to the 6 0 EVIDENCE SUBMITTED installation of the fastener with the powder-actuated tool.DX- Kwik installation procedures are shown in Figure 4. Data in accordance with the ICC-ES Acceptance Criteria for 4.3.5 Fastening to Structural Sand-lightweight Concrete Fasteners Power-driven into Concrete, Steel and Masonry Filled Steel Deck:Installation in structural sand-lightweight Elements(AC70),dated October 2006. concrete filled steel deck must comply with Figure 5 through 7.0 IDENTIFICATION 7.Minimum distances from fastener centerline to rolled deck flute edges must be as depicted in Figures 5 through 7. Each package of fasteners is labeled with the fastener type, size, manufacturer's name (Hilti) and evaluation report 4.3.6 Fastening to Masonry:Fasteners must be driven into number(ESR-2269).An"H",for Hitt,is imprinted on the head the masonry after the mortar and grout materials have of the fastener as shown in Figure 1. attained the specified strength.Fasteners must be located in accordance with Table 6. Page 3 of 7 ESR-2269 FIGURE 1—HILTI X-U FASTENER TABLE 1-APPLICATION DESCRIPTIONS BASE MATERIAL POWDER-ACTUATED INSTALLATION METHOD LOAD DATA FASTENER Steel X-U Fastener Standard Table 2 Normal-Weight Concrete X-U Fastener Standard Table 3 DX KWIK Table 4 Structural Sand-lightweight Concrete X-U Fastener Standard 3-inch Deep Composite Floor Deck X-U Fastener Standard Table 5 11/2-inch Deep Composite Floor Deck X-U Fastener Standard Hollow Concrete Masonry Units X-U Fastener Standard Table 6 Grout-Filled Concrete Masonry Units X-U Fastener Standard \c . i 1k . .---..., i =IiI'.iKOr /VAIIIIIM'tl � i lizz Press tip of fastener to material to be Properly Installed X-U fastener fastened and drive with Hilti powder- alluded tool FIGURE 2—STANDARD INSTALLATION PROCEDURES FOR X-U FASTENERS IN STEEL F ti` --ice 9 k a &k:- ,{ {i,, w1 it ,*.?',V''',4'4,-3 e -.cC '. . , ,_V .x,,,,:' S, t -. i,,,..,,,,,1,-, Eif.^�° x,,. Press tip of fastener to material to be Properly installed X-U fastener. fastened and drive with Hilti powder- actuated tool FIGURE 3—STANDARD INSTALLATION PROCEDURES FOR X-U FASTENERS IN CONCRETE i Page 4 of 7 ESR 2269 TABLE 2-ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO STEEL''2'5'11(Ibt) FASTENER FASTENER SHANK STEEL THICKNESS(in.) DESCRIPTION DIAMETER 3/16 '/a '/a Ala >3/4 (in.) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Universal 3504 3754 Sh�ric X-U 0.157 535 720 775 720 935 720 900 720 Knurled 2753 3503 For SI:1 inch=25.4 mm,1 ibf=4.4 N. 'The tabulated allowable bad values are for the fasteners only. Wood or steel members connected to the steel substrate must be investigated in accordance with accepted design criteria. 2 The fasteners must be driven to where theFoint of the fastener penetrates through the steel base material,unless otherwise noted. 3 Based upon minimum point penetration of 4-inch. 4 Based upon minimum point penetration of/2-inch. 5 Earthquake load resistance is outside the scope of this report,except as noted in Section 5.5 of this report. 5 The stress increases and load reductions described in Section 1605.3.2 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No increase is allowed for vertical loads acting alone. TABLE 3—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO NORMAL WEIGHT CONCRETE 1A3/'5(Ibf) FASTENER FASTENER SHANK MINIMUM CONCRETE COMPRESSIVE STRENGTH DESCRIPTION DIAMETER EMBEDMENT 2000 psi 4000 psi 6000 per (In.) (in.) - Tension Shear Tension Shear Tension Shear 3/4 100 125 100 125 105 205 Universal 1 165 190 170 225 110 280 Knurled Shark X-U 0.157 11/4 240 310 280 310 180 425 11/2 275 420 325 420 – – For SI:1 inch=25.4 mm,1 tbf=4.4 N,1 psi=6895 Pa. 'The tabulated allowable load values are for the fasteners only. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Earthquake load resistance is outside the scope of this report,except as noted in Section 5.5 of this report. 3 The stress increases and load reductions described in Section 1605.3.2 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No increase is allowed for vertical loads acting alone- 4 Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 5 Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. Page 5 of 7 ESR 2269 TABLE 4—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO NORMAL WEIGHT CONCRETE USING DX-K IIK'A''''48 (lbf) FASTENER FASTENER SHANK MINIMUM CONCRETE COMPRESSIVE STRENGTH DESCRIPTION DIAMETER EMBEDMENT 4,000 psi 6,000 psi (in.) (in.) - Tension Shear Tension Shear Universal Knurled X-U 47 P8 w1 0.157 11/2 395 405 360 570 Shank DX-Kwik For Si:1 inch=25.4 mm,1 lbf=4.4 N,1 psi=6895 Pa. X-U Fastener is installed using the DX-Kwik drilled pilot hole installation procedure described in Section 4.3.4 and shown in Figure 4. 2 The tabulated allowable load values are for the fasteners only. Wood or steel members connected to the concrete substrate must be investigated in accordance with accepted design criteria. 3 Earthquake load resistance is outside the scope of this report,except as noted in Section 5.5 of this report. `The stress increases and load reductions described in Section 1605.32 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No increase is allowed for vertical loads acting alone. 5 Pilot holes must not be drilled until the concrete has reached the designated minimum compressive strength. 8 Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 44'.,x 0 0197"F„,. 1+d r.} a z "'"..,..v,' an '>, tJ V,E Mk s f 1<"'; z h it ',. 4 r J 2.*„Ykv F i i s ' Y ;,' .�.,�`-'-�..,�-,iNfOr s"`fit ..? 3- "'' 1. `.. :,,0,4.:-..;',$.:1,4 W ' 4414",k,';',4 _-r 6 _. ',r`z ry ��" ', mod- f .. ca 4' JU „f a( ,- > :,..4f,-,.., ,.4 rte`; '..s a , r ill Drift srtll pilot hole using a special Insert tip of fastener In predriled hole Properly Bled X-U fastener drill bit(TX-C 5/23)supplied by HiM1 and drive with HMI powder-a tt ted tool. using OX Kwk. FIGURE 4—DX KWIK INSTALLATION PROCEDURES 1 ■ 1 Page 6 of T ESR-2269 TABLE 5—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO MINIMUM Fa=3000 psi STRUCTURAL SAND-LIGHT WEIGHT CONCRETE 1446(lbf) FASTENER FASTENER SHANK MINIMUM FASTENER LOCATION DESCRIPTION DIAMETER EMBEDMENT a e (In.) (in.) Installed into Installed Through Metal Deck into Concrete " Concrete' 3-inch deep composite floor 11/2-inch deep composite floor decicc deck''' Tension Tension Tension Shear Upper Lower Shear Upper Lower Shear Flute Flute Flute Flute 3/4 125 115 130 95 245 95 95 370 universal X-U 0.157 1 205 260 215 120 330 125 125 415 Knurled Shank 1'4 315 435 295 120 375 — — — 1'/2 425 475 400 260 430 — — — , For SI:1 inch=25.4 mm,1 Ibf=4.4 N,1 psi=6895 Pa. 1 The tabulated allowable load values are for the fasteners only. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2The steel deck profile for the 3-inch deep composite floor deck has a minimum thickness of 0.0359 inch(0.91 mm)and a minimum F,of 33 ksi. Lower and upper flute width must be a minimum of 41/2 inches.Figure 5 shows the nominal flute dimensions,fastener locations,and load orientations for the deck profile. Structural sand-lightweight concrete fill above top of steel deck must be minimum 31/4 inches thick. 3 The steel deck profile for the 11/2-ind deep composite floor deck has a minimum thickness of 0.0359 inch(0.91 mm)and a minimum F,of 33 ksi. Lower flute and upper flute widths must be a miniintm of 13/4-inch and 31/2-inch,respectively. This deck may also be inverted as shown in Figure 7. Figures 6 and 7 show the nominal flute dimensions,fastener locations,and load orientations for the deck profile. Structural sand-lightweight concrete fill above top of steel deck must be minimum 21/2 inches thick. 4 Earthquake load resistance is outside the scope of this report,except as noted in Section 5.5 of this report. 6 The stress increases and load reductions described in Section 1605.3.2 of the IBC and the stress increases described in Section 1612.32 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No increase is allowed for vertical loads acting alone. 6 Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. a Minimum allowable spacing parallel to the deck flutes is 5.1 inches. tNit Pberder-Driven Fastener 3L00Peilipilvtt Cows* A tY t a ';5:are.-"t:,'iz- - ,,;n s i- „7c,:-.:.j F ji, - =,c7” .:,;_,744;-,1,,-1 `.' .., roil.3-114' e} tTe 4-1/2"min Fern Dads 6t loner rblaLAl en on fastener-^' 4-112"nth. 7114"Mill Upper Me location --I -i/e" Min e Diatom , tension al of 1 FIGURE 5—HILT1 FASTENER LOCATION IN 3-INCH-DEEP COMPOSITE FLOOR DECK,NORMAL DECK PROFILE ORIENTATION i1hi Powder-Driven Fastener i 3,000 psi lihtweightConcrete- -0 6• i I mit2-1/2' < ' _-:. x ` yas '+‘,a.- _<;» . - J'a� , $ - +:,, ---_ - .',.Y"°µ°`' -.°'3.a�7. .t,- _ '.Y,-7 '.:s--.4—.:- --s -4- 16j...-.1--,,i 4�f;.., ?2''`:.: '. �_� �. l.. q Lt. "L.r Direction of shear load a-- +-+ Wm Deck-/ on fastener 7/8' 1-34" 24/2" 1-1/2" Upper lade location- !---•-I•, Melton of I Distance 3-1/2" hoer Flute tension load FIGURE B—HILTI FASTENER LOCATION IN 11/2-INCH-DEEP COMPOSITE FLOOR DECK,NORMAL DECK PROFILE ORIENTATION Page 7 of 7 ESR-2269 flitti Ranier-Driven Fastener —s 3,000 psi tightveight Concrete—s\it -• 8" .. 1 —ran.2412" ."',,-7 -:',.t-., ,,..,,=.:.,,t-at4'e;Vis;11_5,,...if'4,-'s, °, .4`,,,,,'•'. .,,.;..-„',!-;:::g.,..-Fj-,;_:4-z-,::,,,f.--,_;`f.4:;'!'-r ..;4i1-7;'t',!s;-",-Vii.',i-ci.i,,,s:14.,s, _ ?41A' --':.-- 'I, -.r- '-r----- - --,*--3--,-,7„,--:---- . ,- . -.,#,,-------'---., .'?.,;_, .1,,:f-- ,, .ii,:e', .,4-•---;-,,,,,-:.::,q.„.,.;---, ,'-' ', / .:,..., •:, , it Direction ot Rent Deck—/ i shear toad 1-314' 1-WV 1-11r— I/ On fastener Edue Upper Rote Localise j' Distance • Lower Rule Location—I Direction of i 3-1/2 tension toad on fastener FIGURE 7—HILTI FASTENER LOCATION IN 11/rINCKGEEP COMPOSITE FLOOR DECK,INVERTED DECK PROFILE ORIENTATION TABLE 6—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO CONCRETE MASONRY UNITS 1.244(pounds) FASTENER FASTENER SHANK MINIMUM HOLLOW CMU GROUT-FILLED CMU DESCRIPTION DIAMETER EMBEDMENT ' (in.) (In.) Face Shell 4 Mortar Joint 4•6 Face Sheir Mortar Joint's 1.°P°f Gr°uted Cell' Tension Shear Tension Shears Tension Shear Tension Shears Tension Shears (lb) (Ib) (lb) (lb) (lb) (Ib) (Ib) (lb) (Ib) (Ib) Universal X-U 0.157 1 70 85 25 70 225 220 150 190 165 240 Knurled Shank 'The tabulated allowable load values are for the fastener into concrete masonry units only Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 The tabulated allowable load values are for fasteners installed in masonry conforming to the requirements of Section 3.3 of this report. 3 No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell. The fastener must be installed a minimum of 4 inches from the edge of the wall. 4 Fastener can be located in the face shell or mortar joint as shown in Figure 8 of this report. 5 Fasteners must be installed a minimum of 8 inches from the end of the wall. Multiple fasteners in a bed joint must be spaced a minimum of 8 inches. 6 Shear load direction can be horizontal or vertical(bed joint or 1-Joint)along the CMU wall plane. 7 Fastener located in center of grouted cell installed vertically. 8 Shear load can be in any direction in top of grouted cell application. 9 The stress increases and load reductions described in Section 1605.3.2 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads. No increase is allowed for vertical loads acting alone. \ , 4 1 , 0 4.. 1# 0.0 o 4. oo oo # 04, , 5 5 /— B e d — !4 1 ,fr ConNcrete Masonry Joint o int j 1. '*---- Unit(CMU) • FIGURE 8—ACCEPTANCE LOCATIONS(NONSHADED AREAS)FOR HILT!.FASTENERS IN CMU WALLS RESPONSIBILITY SCHEDULE & NOTES SCOPE OF WORK 1=lANISI-I INSTALL 111 REMARKS FOOT LOCKER, INC. Q . o J o , -4 IL- RECEIVED JUN102010 z z Z Z Z6 ti 1 DIVISION I: GENERAL DATA BARRICADE • • AS REQUIRED BY LANDLORD PER L.L. DESIGN CRITERIA STORE PLANNING DEPT BARRICADE GRAPHICS _ I • • 1 CITY OF_g IGA ® BUILDING DIVISION! 112 WEST 34TH STREET DIVISION II: SITE CONSTRUCTION NEW YORK, NY 10120 DEMOLITION II II I I • II I I • II ,I DIVISION III: CONCRETE CONCRETE PATCHING I I • it ( • 11 CREATE SMOOTH LEVEL SURFACE TO ACCEPT NEW FLOOR'G ARCHITECT: DIVISION IV: MASONRY MASONRY ll Il l I • II 1 I • II DIVISION V: METALS JAMES M M. HAM I LL STRUCTURAL METAL FRAMING • • 580 DECKER DRIVE LIGHT GAUGE METAL FRAMING SUITE 170 UNISTRUT • • FOR SUSPENSION OF AUDIOVISUAL EQUIPMENT 4 LIGHTING EXPANSION JOINTS • I RVI NG, TX 75062 REVEALS :RE: SITE PLAN MALL KEY PLAN BRAKE METAL • • SEE FINISH SCHEDULE IN-WALL FIXTURE BLOCKING • • SEE FINISH SCHEDULE iviv -.8 k. ne7 DIVISION VI: WOOD 4 PLASTICS - "'' 30 `t �3 Rd T CreeROUGH FRAMING • • LAYOUT, MATERIALS, FURRING, BLOCKING, 4 ETC. y � ,_ ° can, .FINISH CARPENTRY • • "~ ,o•se�h JCPennsy 43"'",, '` Cedar Mdl Portland t WOOD CASED OPENINGS • • .• West Maven e1 U DIVISION VII: THERMAL 4 MOISTURE PROTECTION sr,' ,. r 't.° , a- A WATERPROOF MEMBRANE • • • AS REQUIRED - VERIFY EXISTING ` ' "^ - iN n b x =a"• :' .. .�- e`. .• t� y sw 44mdc Rd :. .�park is ": w , BATT INSULATION • • • AS REQUIRED - VERIFY EXISTING - `' Cedar Mots . 28) * .................gun-!‘"-- ROOFING PENETRATIONS • • • AS REQUIRED - VERIFY EXISTING SW J 7 St iva ain•Has ' �: .___i - 3 Nature Park._ VYsst Slops DICK'S .. . . DIVISION VIII: DOORS 4 WMDOWS : ge 14btta._ `0 8ridleme �'�" ` "` SPORTING `'w`"` ° �- METAL DOORS 4 FRAMES • • REFER TO DOOR SCHEDULE ;u _ fi GOODS k:' . DOOR HARDWARE S r SPAC V08 • • ii 1FER TO DOOR SCHEDULE _ t4 Beaton �u i CGS FITTING ROOM DOORS, FRAME 4 HARDWARE • • f' W t Rate gh Mies _ ' '"" :ffi . u t • LEVEL 1 OF I ACCESS PANELS • • �. weat. = . $ " ` - x ) SEAL STOREFRONT ENTRY DOORS • • 8eavertan d vnQe F ....:. `"'-' -"_ ' - _ • 'Re. ._. . Qer�y c�,t7 staff k • ,STOREFRONT GLAZING, HEADS 4 BASE • • sW r�art ad W►trtford = °"' • - -`_EXIT DOOR PANIC HARDWARE • • TENANT G.C. SUPPLIES POWER �c� ` GaKlcn "�� - l t „ '' _ I _ O DIVI510N IX: FMISI-IES � �� � � t� e' - � ''� � • , a � � - � ; �' -� ' OM� � �,,b.: ;�... Ntt HYhitfOt+C! �, Msrkixertt �,., � � � t� � �x, � r�a e� �� t' �' � � �9extat eaY ; t DECORATIVE STOREFRONT METAL • • 1 NC. BRAKE METAL AND CHANNELS l-m o = s +th `� t ' 1 %-;.-- � P - n + C a3ct5 VW ACOUSTICAL CEILING • • 11AA . NO, g GYPSUM BOARD, FRAMING AND ACCESSORIES • • 1► ileedvsit' a '' �� :S�a icy j as . P i _ tiii 1... ! ., g' %XV* ( 9E• • , _ . . ; t i'.I*7:4 s`, ', 'x al-� • I - �,.• ' METAL CEILING PANELS I'• Q. E ----r .., ! ��j�•UJASNINCxTON - - nN.: . REVERSE IMAGE VINYL GRAPHICS • v. ' � � I "F „o, NORDSTROM C311+9 SQUARE s ► I i t' MALL oton , _.# � B: }8kt r:r:._ • �� 1 183.030 SALES AREA FLOORING- CLEAR EPDXY FINISH • • ' e MALL FLOORING • • INCLUDING GROUT AND SETTING MATERIALS PER LANDLORD'S CRITERIA c LEI �'`1 } t. : lin VINYL COMPOSITE TILE • • q REVISIONS � °dam,Rd � ,�� �` ?��` � ,� .� �. �. �. _ � ? } Lake ® mg= • • NO. DESCRIPTION DATE VINYL BASE • • I - . ... _ a �, .,�+,. M � • PAINT 4 PAINTING j� -1 '--4 m',.,. a..tt KingCity ,. .,.. M / \ PER LANDLORD 4/28/10 WALL 4 CORNER GUARDS • • 7; 4 TENANT COMMENTS i' Mer l Berg!Rd ■4W...: 4@)CORK SHEET FOR DISPLAY • • , — '~ _. . � A K- • .~ .° �- 7u�ta�r7 QUfltafi = `-- j^ / \ PER LANDLORD 5/18/10 W L OFF MAT w... �f Ci77ay Rivet ve. we . �Pa 4 TENANT COMMENTS WINDOW SECURITY FILM • '�`' Tualatin—It �'a swtaeasnRes, _::.-: _ rr?s' ' ,izt;., PER CITY COMMENTS 6/8/10 DIVISION X: SPECIALTIES TOILET ROOM ACCESSORIES I- • II - EXISTING TO REMAIN PROJECT DIRECTORY CODE INFORMATION LIST OF DRAWINGS STOREFRONT SIGN • 0 !PROVIDE PANEL 4 BLOCKING FOR SIGN INSTALLER 4 ELEC. CONNECTION INTERIOR PAINTED SIGN • • 1! REVISION DATE AND NO. TENANT AP�'LIGMBLE CODES: SHEET SHEET TITLE Q 2 L n A Q STOCK ROOM SHELVING SYSTEMS • • INC. SHELVING, HANGRODS, LADDERS 4 MGR'S DESK _ /Z\ /5� /6\ FITTING ROOM BENCH TOP 4 COAT HOOKS • •• FOOTLOCKER INC. ALL WO1 i( DONE UNDER THIS CONTRACT SHALL COMPLY G10 COVER SHEET -` • • • MIRRORS (FITTING ROOM, BUILDOUTS) • • 112 W. 34th STREET WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS G11 SPECIFICATIONS 1 NEW YORK, NY 10120 AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL DISPLAY WALL GRAPHICS • • ' TLS.0 TO COORDINATE INSTALLATION, PRIOR TO FIXTURING SATISFY ALL APPLICABLE CODES, ORDINANCES, AND G12 ELECTRICAL AND MECHANICAL SPECIFICATIONS DATE: 4/01/10 SHOW WINDOW DISPLAY TRACK • I I I • 1i PROJECT CONSTRUCTION MANAGER REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. DIVISION XI: EQUIPMENT JAY FOWLER ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SCALE: AS NOTED I TEL: 858-214-3682 D1.0 DEMOLITION PLAN • DIVISION XII: FURNISHMCxS SUCH AUTHORITIES SHALL BE PERFORMED BY TENANT'S — - EMAIL: JFOWLER0FOOTLOCKERCOM CONTRACTOR ALL PERMITS AND LICENSES NECESSARY FOR A1.0 CONSTRUCTION PLAN • • GROSS AREA: 2,548 SQ. FT. SALES FLOOR DISPLAY FIXTURES • • SEE A5.0 FOR ADDITIONAL INFORMATION PERIMETER WALL DISPLAYS INCLUDING DECKWALL • • PROJECT DESIGNER: THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID ,41.I PARTITION TYPES FOR BY THE TENANT'S CONTRACTOR(S). APPLICABLE 41.2 CONSTRUCTION DETAILS • SALES AREA: 1 660 SQ. F . CASH WRAP AND SHOW CASE MILLWORK • • SHANNON DUNN 7 TEL: 212-120-4229 CONES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A13 CONSTRUCTION DETAILS • MANAGER'S DESK/ SAFE • • EMAIL: SDUNNGFOOTLOCKERCOM A20 STOREFRONT PLANS AND ELEVATION • • PROJECT # : 5.857.0210 DIVISION XIII: SPECIAL CONSTRUCTION APPLICABLE CODES: (INCLUDING LOCAL AMENDMENTS) A2.1 STOREFRONT SECTIONS AND DETAILS • • SHOPPING CENTER INFORMATION DRAWN BY: bdr DIVISION XIV: CONVEYING SYSTEMS BUILDING CODE: 2001 OREGON STRUCTURAL SPECIALTY CODE (2006 IBG) A2.2 SIGN AND DISPLAY TRACK DETAILS • DIVISION XV: MECHANICAL WASHINGTON SQUARE MALL MECHANICAL CODE: 2001 OREGON MECHANICAL SPECIALTY CODE (2006 I MG) 9585 SW WASHINGTON SQ. A3.0 FINISH PLAN • • SPRINKLER PIPING 4 HEADS • • • RE-WORK AS REQUIRED, DESIGN/BUILD/ AS-GUILTS PORTLAND, OR 91223 ELECTRICAL CODE: 2008 OREGON ELECTRICAL SPECIALTY CODE (2008 NEC) A4.0 INTERIOR ELEVATIONS • • FIRE EXTINGUISHER(S) • • AS REQUIRED BY LOCAL CODE CONTACT: ROGER OTT (ON-SITE MALL OPS MGR) PLUMBING CODE: 2008 OREGON PLUMBING SPECIALTY CODE (2006 UPC) TEL: 503-639-8865 FIRE CODE: 2001 OREGON FIRE CODE A5.0 FIXTURE PLANS • • rilllik PLUMBING (SAN, DCW, VENT STUB-IN) • EXISTING TO REMAIN - INSPECT 4 SERVICE EMAIL: ROGEROTTeMACERICH.COM OTHER CODES: ADA A5.1 FIXTURE SECTIONS AND DETAILS • PLUMBING FIXTURES • EXISTING TO REMAIN - INSPECT 4 SERVICE A52 CASHWRAP AND BACKWRAP DETAILS • DIFFUSERS 4 GRILLES • • • ( SEE PLAN - SHEET M10 LANDLORD INFORMATION W/ ALL APPLICABLE LOCAL, COUNTY, STATE AMENDMENTS A6.0 REFLECTED CEILING PLAN • • MECHANICAL EQUIPMENT • • • REPLACE EXISTING MACERIC H AIR CURTAIN • accUPANCY GROUP: A6.1 CEILING SECTIONS AND DETAILS • • CONTACT: TOMOMI MARZAN M FIRE DAMPERS • VERIFY CODE COMPLIANCE TEL: 503-352-8884 E1.0 POWER PLAN • • TOILET EXHAUST FAN, DUCTWORK, ROOF CAP • • • EXISTING TO REMAIN - INSPECT 4 SERVICE EMAIL: TOMOMIMARZANeMACERICH.COM CONSTRUCTION TYPE: E2.0 LIGHTING PLAN • • AIR BALANCE REPORT • 11 TEMPERATURE CONTROL SYSTEM • • REPLACE EXISTING THERMOSTAT E3.0 ELECTRICAL RISER 4 SCHEDULES ARCHITECT E4.0 MISCELLANEOUS ELECTRICAL DETAILS 11Fill SMOKE EVAC 4 CONTROLS • • • VERIFY PROPER OPERATION - COORDINATE W/ L'LORD 4 LOCAL CODES JAMES M. HAMILL, AIA E4.1 MISCELLANEOUS ELECTRICAL DETAILS DIVISION XVI: ELECTRICAL 580 DECKER DRIVE MAIN SERVICE CONDUIT _ • VERIFY W/ RISER AND IN FIELD SUITE 110 M10 MECHANICAL PLAN • • MAIN SERVICE WIRING • VERIFY W/ RISER AND IN FIELD fRVING, TX 15062 CONTACT: BRANDON RENFROW M2.0 MECHANICAL DETAILS AND PLUMBING SPECIFICATIONS • FEEDER CABLE • 1 INC. CONNECTION TO LANDLORD'S CIRCUIT BREAKER TEL: 912-1I4-0420 %IP CONDUIT, WIRING 4 DEVICES —+ EMAIL: BRENFROWePRIZMARCHITECTS.COM STORE TABULATION 51.0 STRUCTURAL DRAWING • LIGHTING FIXTURES /LAMPS • • 52.0 STRUCTURAL DRAWING • • • - .• PLEASE DIRECT ALL INQUIRES TO PROJECT AREA SQ. FT. CALCULATION OCCUPANT RATIO I %le LLUMINATED LIGHT BOXES CONSTRUCTION MANAGER LOAD 53.0 STRUCTURAL DRAWING • TELEPHONE CONDUIT 4 PULL WIRE • • 1 IT SALES AREA: 1660 SQ.Fri 30 PERSONS 55 65 % TIME CLOCK DATA CONDUIT WITH PULL STRING • • SEE SHEET E4.0 STOCK AREA 320 SQ.FT/300 PERSONS I _ 13 % DATA CABLING • • VERIFY WITH CONSTRUCTION PM FOR 'INSTALLATION. NON-SALES AREA: 568 SQ.FT/300 PERSONS 2 22 % crry OF TIGA,RD CASH WRAP CABLE 4 RELATED CONNECTORS • • - 1 'oved«--* .----..-�.-.......t'�3" PROJECT TITLE TOTALS 2548 58 100 % Conditionally Approved....,......,,..[ • CASH WRAP CONDUIT 4 TERMINATION • • iii.Lotter to:Fotbw..................( j REGISTERS, COMPUTERS, PRINTERS, ETC- • • LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS A h ' ..., .. WASHINGTON SQ UAR E —� 2 ARE REQUIRED 4 PROVIDED 'PetmitNu ben . TENANT ELECTRICAL PANELS • VERIFY EXISTING CONDITIONS Ad . -_• e I :; ', sx 9585 SW WASHINGTON SQ. TENANT ELECTRICAL TRANSFORMERS • VERIFY EXISTING CONDITIONS EXISTING MEZZANINE 500 2 *y: E'.'A% Date: 01.1MT POWER TO SIGN AND ILLUMINATED LIGHT BOXES PORTLAND, OR 97223 FIRE ALARM • • ( COORDINATE W/ LANDLORD 4 LOCAL CODES /� SPACE #DOS LOSS PREVENTION ALARM • COORDINATE W/ LANDLORD 4 LOCAL CODES LANDLORD COMMENTS SYMBOLS ABBREVIATIONS OFFICE COPY AUDIO VISUAL SYSTEM • • INC. VIDEO MONITORS AND MOUNTS I. TENANT'S CONTRACTOR IS RESPONSIBLE FOR THE SCOPE OF WORK AS INDICATED IN THE DRAWINGS UNLESS OTHERWISE NOTED IN THE RESPONSIBILITY SCHEDULE ABOVE. ANY QUESTIONS AF.F. ABOVE FINISH FLOOR AV LAVATORY TORE NO. 47257 O <---DETAIL NUMBER /LETTER SECTION O L L R R.O.O ROUGH OPENING I OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT'S PROJECT CONSTRUCTION MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. - IT IS A VIOLATION OF THE LEASE TO FAIL TO CONSTRUCT THIS CALL OUT VW BRCS. BEARING MFR, MANUFACTURER R.U.G. ROLL UP GRILLE PROJECT ACCORDING TO THE "TENANT PACKAGE" REQUIREMENTS <---DETAIL SHEET BLDG. BUILDING 2. ALL G-SHEETS ARE APPLICABLE TO ALL TRADES AND VENDORS. (TENANT DESIGN 4 CONSTRUCTION CRITERIA, CONSTRUCTION RULES AND MAX. MAXIMUM SIM. SIMILAR REGULATIONS FOR TENANT'S CONTRACTOR, AND SIGN DESIGN 4 ELEVATION ® MINIMUM B.O.S. BOTTOM OF SOFFIT MIN. MINIMUM SPEC. SPECIFICATION 3. TENANT'S CONTRACTOR IS TO PROVIDE SCHEDULE AND PROJECT CALENDAR TO TENANT'S PROJECT MANAGER TO SHARE WITH OTHER VENDORS (E.G.-FIXTURE SUPPLIER, FLOORING CONSTRUCTION CRITERIA) ANY DEVIATIONS FROM THE CRITERIA OR CLEARANCE 5'-0" CLG. CEILING MISC. MISCELLANEOUS SQ. SQUARE SHEET TITLE SUPPLIER/INSTALLER, SIGNAGE MANUFACTURER, LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS). THESE CONSTRUCTION DOCUMENTS MUST HAVE THE TENANT WALL CL R CL. CENTER LINE N.I.G. NOT IN CONTRACT STD. STANDARD COORDINATORS SPECIFIC WRITTEN APPROVAL. SECTION ' CONST. CONSTRUCTION 4. FOR MATERIALS PROVIDED BY OTHERS, TENANT'S CONTRACTOR IS TO RECEIVE AND IS TO REPORT MISSING ITEMS OR DAMAGES TO TENANT PROJECT MGR WITHIN 48 HOURS OF RECEIPT. - FIELD VERIFICATION 15 REQUIRED BY TENANT PRIOR TO REF. TO PARTITION FINISH O.C. ON CENTER TYP. TYPICAL COVER SHEET IF TENANT'S CONTRACTOR FAILS TO DO SO, THEN THE TENANT'S CONTRACTOR IS RESPONSIBLE FOR COSTS RELATED TO REPLACING MISSING OR DAMAGED TENANT FURNISHED MATERIALS. CONSTRUCTION. IT IS THE TENANT'S RESPONSIBILITY TO FIELD VERIFY SCHEDULE EQUIPMENT 1 IDENTIFIER �P-� DIM. DIAMETER OPP. OPPOSITE UN.O. UNLESS NOTED IDENTIFIER DIM. DIMENSION ALL DIMENSIONS AND CONDITIONS OF THE SPACE. REF. TO DOOR PL. PLATE OTHERWISE 5. TENANT'S CONTRACTOR IS RESPONSIBLE TO COORDINATE PROPER RECEIPT OF ALL TENANT SUPPLIED ITEMS INCLUDING BUT NOT LIMITED TO HAVING ALL NECESSARY EQUIPMENT FOR - DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF THE ROOF DECK PLAN 0 REF. TO EQUIPMENT. SCHEDULE EQ. EQUAL R, RAD. RADIUS VERT. VERTICAL OFF-LOADING CARPET FROM DELIVERY TRUCK ALL LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM DETAIL Ni7 SCHEDULE FT FEET COLUMN 0 RC.P. REFLECTED CEILING V.I.F. VERIFY IN FIELD THE GROUND OR FROM THE PRIMARY ROOF STRUCTURE. NOTE: ALL GRID LINE FLUOR. FLUORESCENT PLAN W/ WITH 6. TENANT'S CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING FIXTURES THAT ARE TO REMAIN FROM THE TEMPORARY LOCATION BACK TO THE SITE AFTER CONSTRUCTION IS STOREFRONT CONSTRUCTION MUST BE SUPPORTED FROM THE GROUND 64- DOOR GA. GAUGE COMPLETE. ONLY. MINIMUM REM) REQUIRED W/0 WITHOUT - SUPPORT WIRES FOR ALL CEILING SYSTEMS MUST NOT BE CONNECTED CLEARANCE IDENTIFIER 0 REVISION G.C. GENERAL CONTRACTOR REV. REVISION WD. WOOD REF. TO DOOR IDENTIFIER G.W.B. GYPSUM WALL BOARD O G 1 •1. TENANT IS TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR ORDER RELEASE PACKAGE. TENANT'S CONTRACTOR TO ENSURE THAT THIS IS MAINTAINED ON SITE BY FIELD TO ANY OF THE LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING, OR SCHEDULE e RM. ROOM SUPERINTENDENT. FIRE PROTECTION. H., HT.. HEIGHT SHEET NO. 8. TENANT'S CONTRACTOR iS TO FURNISH TENANT PROJECT MANAGER WITH AS-BUILT DWGS. REFLECTING ACTUAL CONDITIONS UPON COMPLETION OF JOB. HOR HORIZONTAL fns PRCITn RP! FAgF 9 1 - f1y/7(11 (1 GENERAL NOTES DIVISION I GENERAL REQUIREMENTS/ DIVISION IV THERMAL & MOISTURE DIVISION IX FINISHES (CONT.) DIVISION IX FINISHES (CONT.) TENANTS GENERAL CONTRACTOR TO GENERAL CONDITIONS (CONT.) PROTECTION (CONT.) 12. FIBERGLASS REINFORCED PANELS: I. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY DEVIATIONS TO a) PROVIDE AND INSTALL 1/8" FIBERGLASS REINFORCED PANELS ON SURFACES AS Fool LOCKER, INC. NE ATTENTION OF THE TENANTS PROJECT MANAGER SHOWN ON PLANS. 2. ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL 4. THERE ARE TIMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE C - BATT INSULATION: b) CONSULT FINISH SCHEDULE FOR MANUFACTURERS COLOR AND NUMBER INSTALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING THE WORK. FAILURE TO DO 50 FREIGHT. IN ORDER TO RECEIVE PAYMENT IN SUCH CASE, WE MUST PROVE THAT NE INSTALL MINIMUM R-13 FRICTION FIT, FULL BATT INSULATION AS MANUFACTURED BY PER MANUFACTURER'S RECOMMENDATION. SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS UPON THE CONTRACTOR. FREIGHT WAS DELIVERED IN DAMAGED CONDITION. THEREFORE, ALL CARTONS MUST OWENS-CORNING FIBERGLASS OR EQUAL WHERE INDICATED ON DRAWINGS. E - FLOORING BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE, AND IF FOUND, THE FREIGHT BILL D - WATERPROOF MEMBRANE: 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, I. MOISTURE TESTING- REQUIRED MOISTURE TESTING MUST BE PREFORMED ON ALL AND/OR EASEMENTS, EXISTING UTILITIES, AND ANY UNDERGROUND OR SURFACE SHALL BE NOTED AND SIGNED AS IN 1 AND 2 ABOVE. PROVIDED AND INSTALL A (M) 30 MIL. (MIN) WATERPROOF MEMBRANE. EXTEND A MINIMUM SUB-FLOORS REGARDLESS OF GRADE LEVEL OR WHETHER OR NOT THE CONCRETE IS 5. SEND ALL REQUIRED DOCUMENTATION VIA FAX TO TENANT PURCHASING OF 4" UP VERTICAL SURFACES IN TOILET RMS./OR AS REQUIRED BY LANDLORD. INSTALL STRUCTURE OR CONDITIONS PRIOR TO COMMENCING THE WORK FRESHLY POURED OR IS CLASSIFIED AS AN OLDER SLAB. MOISTURE TESTING SHALL BE 4. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A WALL FRAME WITH CLEAR MANAGER OR PROJECT MANAGER WITHIN 48 HOURS OF TAKING RECEIPT OF AS PER MANUFACTURERS SPECIFICATIONS. PERFORMED BY ASTM F1569 CALCIUM CHLORIDE TEST WITH MOISTURE LEVELS NOT TO STORE PLANNING DEPT PLEXI FACE OVER THE MANAGER'S DESK CONTAINING THE CERTIFICATE OF OCCUPANCY. MATERIALS. IF TENANT'S CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, TENANT'S E - FIRESTOPPING: EXCEED FIVE (5) POUNDS PER TWENTY-FOUR (24) HOURS PER 1000 SQUARE FEET OR ASTM 5. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A P.V.C. TUBE AS SPECIFIED CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO THE I. PROVIDE AND INSTALL UL TESTED FIRESTOPPING ASSEMBLIES AS ARE APPLICABLE F2110 IN SITE RELATIVE HUMIDITY TEST WITH READINGS WITH MOISTURE LEVELS WHEN 112 WEST 34TH STREET IN THE PLANS WITH A COMPLETE COPY OF THE AS-BUILT CONSTRUCTION DOCUMENTS. REPLACEMENT OF MISSING OR DAMAGED TENANT FURNISHED MATERIALS. FOR EACH CONDITION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE MEASURED BY THIS METHOD, DO NOT EXCEED SEVENTY-FIVE (75)PERCENT. 6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES FOR SPECIFIED FIRESTOPPING ASSEMBLIES AS RECOMMENDED BY NE FIRESTOPPING SYSTEM 2. SATIN FINISH EPDXY COATING: NEW YORK, NY 10120 MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAVING WORK JURISDICTION. a) SURFACE PREPARATION i 7. UPON COMPLETION OF JOB, GENERAL CONTRACTOR TO LEAVE BEHIND AT LEAST (1) DIVISION I I SITE CONSTRUCTION 2. PROVIDE FIRERATED ENCLOSURES FOR ALL NON-PROTECTED STRUCTURAL MEMBERS 1) ALL VINN E O SHALL GLUES ED PRIOR ADHESIvES AND ANY OURFAGE CASE OF CEILING 4 FLOOR TILE IF APPLICABLE. AS REQUIRED BY ALL AUTHORITIES HAYING JURISDICTION. ALL EXISTING SPRAY PREPARATION, ACID ETCHING AND WATER WASHING. ARCHITECT: 1 DIVISION I GENERAL REQUIREMENTS/ A - DEMOLITION: FIREPROOFING SHALL BE PATCHED AS REQUIRED TO MAINTAIN REQUIRED RATING. 2) SURFACE SHALL BE CURED, DRY AND FREE FROM ALKALI STAIN AND LAITANCE. 1. VISIT THE SITE PRIOR TO BID SUBMISSION AND VERIFY ALL EXISTING CONDITIONS 3) PREPARE SURFACES IN ACCORDANCE WITH SSPC-SP7 BRUSH-OFF BLAST GENERAL CONDITIONS DIVISION VIII DOORS & CLEANING. JAMES M HAMILL (I.E.: OVERALL DIMENSIONS, CONDITION OF CONCRETE SLAB, LOCATION OF SERVICES, 4) ALL HOLES IN SLAB MUST BE FILLED WIN A "PORTLAND CEMENTITOUS STRUCTURE, CLEARANCES, ETC...) AGAINST THE PROPOSED WORK. REPORT ANY MATERIAL". THE CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL TENANT DISCREPANCIES, OMISSIONS, OR OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OR 580 DECKER DRIVE SPACE INCLUDING, BUT NOT LIMITED TO ALL FINISHES, MECHANICAL, ELECTRICAL, DESIGN IMMEDIATELY TO THE TENANT REPRESENTATIVE. A - DOORS AND HARDWARE: b) FINAL WASH AFTER PLUMBING, AND FIRE PROTECTION. 2. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE 1. INSTALL ALL DOORS, FRAMES AND HARDWARE AND RELATED PARTS AND FILLED AS FINAL WASH IS BEST CCOMPLIS ED WITH AND SLOW SPEED FLOOR BEEN SUITE 170 A - COORDINATION: FIELD VERIFIED. MATERIALS AS INDICATED ON THE DRAWINGS. MACHINE WIN A SYNTHETIC SCRUB BRUSH ATTACHMENT, WATER AND KEMIKO 1. OBTAIN A COPY OF NE TENANT CONTRACTOR GUIDELINES HANDBOOK AND BE UPON COMPLETION AGAIN oR OF ALL VARIANCES AGAINST 5 ALL THE PROPOSED WORK. REPORT ANY TO DOOR SCHEDULE.METAL FRAMES: KD. MINIMUM 16 GA. SIZE, SHAPE AND PARTITION TYPE PER NECESSARY,CLEAN.A FINAL RINSE 5 REQUIRED REMOVE WETER AND DEBRIS. REPEAT A PEDEBRIS. I RVI NG , TX 75062 COMPLY WITH THE REQUIREMENTS. NOTE IN PARTICULAR THE INSURANCE DISCREPANCIES IMMEDIATELY TO THE TENANT REPRESENTATIVE. 3. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES PER ALLOW FLOOR TO DRY COMPLETELY BEFORE SEALING. REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, UTILITY LOCATIONS, TEMPORARY 4. THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS, AND SERVICES APPLICABLE STATE AND LOCAL BUILDING CODES. c)MIXING REQUIREMENTS, MALL CONSTRUCTION PROCEDURES, TEMPORARY BARRICADE NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND DETAILED 1)MIX PART A COMPONENT UNTIL A HOMOGENEOUS MIXTURE 15 OBTAINED. POUR WALLS, CONSTRUCTION MATERIALS, HAUL OFF, AND PERMIT INFORMATION. DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED AND AS PER MANUFACTURER'S RECOMMENDATIONS. PART B INTO PART A AND MIX USING A MECHANICAL JIFFY MIXER FOR 2-3 MINUTES 2. COORDINATE WORK WITH THE WORK OF OTHER TRADES, THE LANDLORD'S HEREIN 5. REFER TO THE DOOR SCHEDULE FOR SPECIFICATIONS. AT LOW SPEED. AVOID MIXING AIR INTO NE MIXTURE. FORCES, AND GENERAL CONTRACTOR, TO AVOID CONFLICTS AND EXPEDITE THE 5. PROTECT ALL AREAS NOT INCLUDED IN NE WORK ANY DAMAGE THAT OCCURS AS A B - STOREFRONT GLAZING: 2) POUR MIXED MATERIAL INTO A CLEAN CONTAINER AND RE-MIXING INSURES A COMPLETION OF THE PROJECT. RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION AT THE G.C. I. GLAZING, 1/2" THICK CLEAR TEMPERED GLASS (OR AS INDICATED ON DRAWINGS), COMPLETE REACTION OF EPDXY COATING. ALLOW A MINIMUM OF 3 MINUTES 3. NO WORK SHALL COMMENCE WITHOUT CONSENT OF THE LANDLORD. EXPENSE. POLISH ALL EXPOSED EDGES. INDUCTION TIME PRIOR TO APPLICATION. B - PAYMENT AND WAIVER OF LIENS: 6. NO ALTERATIONS TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS 2. PROVIDE AND INSTALL GLAZING CLIPS OR BUTTONS AS REQ'D by LOCAL CODE. d) APPLICATION ALL PAYMENTS MADE TO THE TENANT'S GENERAL CONTRACTOR FOR THIS PROJECT 1)FOLLOW MANUFACTURER'S INSTRUCTIONS FOR COVERAGE AND APPLICATION. SPECIFICALLY NOTED. 3. REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS. ARE TO BE ALLOCATED FOR THIS PROJECT ONLY FOR PAYMENTS TO 2) APPLICATION OF THE EPDXY COATING MUST OCCUR WITHIN THE TEMPERATURE SUBCONTRACTOR'S, MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED BY SPECIFIC -1• REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK C - GLASS AND GLAZING: AND HUMIDITY GUIDELINES AS SET FORTH BY THE MANUFACTURER I CONTRACTORS TO PERFORM WORK OR SUPPLY MATERIALS TO THIS PROJECT. NE 8. MAINTAIN AND/ OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS I. MIRRORS SHALL BE 1/4 CLEAR PLATE PROVIDED AND INSTALLED BY THE (PARTITION, FLOOR, CEILING, OR BETWEEN ADJACENT SPACE, ETC...) REQUIRED BY CODE CONTRACTOR WITH CONTINUOUS CHROME J-CLIP, STYLMARK #420068 OR EQUAL, TOP 3. VINYL COMPOSITION TILE/VINYL BASE: TENANTS' GENERAL CONTRACTOR IS REQUIRED TO SUBMIT PARTIAL WAIVERS OF OR REGULATION. AND BOTTOM AND ADHESIVE RECOMMENDED BY MIRROR MANUFACTURER SEAL ALL a) 1/8" X 12" X 12" VINYL RESILIENT TILES WIN 4" (OR 6") NIGH X 1/8" THICK, TOP-SET, LIEN FOR 1416 WORK AS WELL AS FOR HIS WORK, ALL SUBCONTRACTORS AND EDGES WITH CLEAR SILICON CAULK, ALL SIDES. VINYL COVE BASE. (PRE FORMED CORNERS ARE REQUIRED). SEE FINISH MATERIAL SUPPLIERS. THE FINAL TEN PERCENT RETENTION ON THIS PROJECT MUST 9, DISCONNECTION OF SERVICES: D - ACCESS DOORS: SCHEDULE FOR SPECIFIED MATERIALS. INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK 1. PROVIDE FLUSH TYPE METAL ACCESS DOORS MIN 16" X 20", OR AS SPECIFIED ON b) FILL ALL CRACKS, JOINTS, ETC. IN SUB-FLOOR WITH CRACK FILLER APPROVED AND 100% PAYMENT IN FULL BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. SHALL BE RE-ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION THE DRAWINGS, MANUFACTURED FROM * 14 GA. STEEL, COMPLETE W/ FLUSH FLANGE TYPE BY FLOORING MANUFACTURER INSTALL ALL MATERIALS WITH WATERPROOF TYPE A LIST OF ALL SUBCONTRACTORS, INCLUDING ADDRESS 4 PHONE NUMBER, ARE TO SERVICE. FRAMES MANUFACTURED FROM * 16 GA. STEEL, W/ ANCHORS. ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND ' BE PROVIDED TO THE STORE AND TO NE TENANT'S HOME OFFICE. b. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED SURFACE INVOLVED. DIVISION X SPECIALTIES C - QUALITY OF WORK: APPROVED MANNER VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS c) SLABS OR SUB-FLOORING TO BE MOISTURE TESTED AND RESULTS COMPARED ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMAN LIKE MANNER IN TO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS E C. SPRINKLER SHUT-DOWN SHALL BE COORDINATED WITH NE BUILDING PRIOR APPROVED BY THE TENANT'S PROJECT MANAGER ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND 0.5.H.A. DUE t0 MOISTURE TESTING TO BE REPORTED TO TENANT'S PROJECT MANAGER A - PERIMETER WALL DISPLAY SYSTEMS: TO EXECUTION OF WORK 3. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND 4 , 4 , 04. REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE 10. ABANDONED ELECTRICAL WIRING: CEILING MATERIALS. IMMEDIATELY. I. INSTALL PREFABRICATED/PREFINISHED PERIMETER WALL MERCHANDISING AND PLANS UNLESS A VARIANCE I5 APPROVED BY THE TENANT AND ALL AUTHORITIES DISPLAY SYSTEM PER DRAWINGS.a. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE 4. ACCESS DOORS LOCATED IN FIRE-RATED WALLS, FLOORS, CEILING-FLOOR OR 4. CERAMIC TILE:HAVING JURISDICTION. ALL EQUIPMENT d MATERIALS UNDER THE CONTRACT ARE TO 2. PROVIDE IN-WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. DEMOLITION NAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE CEILING-ROOF ASSEMBLIES SHALL BE UL FIRE RATED LISTED AND LABELED. a)TILE INSTALLATION: BE NEW UNLESS OTHERWISE SPECIFIED IN THE PLANS. 1) INSTALL CERAMIC TILE IN ACCORDANCE WITH ANTI/TCA A13�.1, A108, TCA 3. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. JAMES M. HAMILL C� ENDS PLUGGED IN AN APPROVED MANNER. ANY ABANDONED UTILITIES 5. PROVIDE KEYED LOCK AT ALL ACCESS DOORS IN COMMON AREAS. D - CODE COMPLIANCE: INSTALLATION SPECIFICATIONS FOR SUBSTRATE ENCOUNTERED. ALSO COMPLY B - LAVATORY ACCESSORIES: 173 INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO 6. FINISH TO MATCH ADJACENT SURFACES. IT IS THE RESPONSIBILITY OF NE CONTRACTOR TO MAKE CERTAIN THAT ALL WORK WITH INSTRUCTIONS OF MANUFACTURER OF SETTING AND GROUTING MATERIALS. I. FURNISH AND INSTALL BATHROOM ACCESSORIES (SEE SCHEDULE): "BOBRICK" OR THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. E - STOREFRONT CLOSURE: IS IN COMPLIANCE WITH ALL CODES, ORDINANCES, AND REGULATIONS OF ALL 2) CUT AND FIT TILE TIGHT TO PROTRUSIONS AND VERTICAL INTERRUPTIONS. FROM EQUAL. 3 37S *I 11. SALVAGED MATERIALS AND EQUIPMENT: 1. INSTALLATION AND SUPPORT OF ROLL-UP GRILLE OR SECURITY GATE MUST COMPLY PUBLIC AUTHORITIES HAYING JURISDICTION ( E.G.-N.E.C., ETC.). CORNERS AND EASES NEATLY. FIT TILES CLOSELY TO OUTLETS, PIPING, AND 2. ACCESSIBLE ACCESSORIES - PROVIDE ALL HANDRAILS, FIXTURES, ETC. REQUIRED BY E - DIMENSIONS: a. REFER TO THE PLANS FOR ITEMS TO BE SALVAGED. CONSULT WITH THE WIN LOCAL CODES. OTHER PENETRATIONS SO THAT PLATES, COLLARS, AND COVERS OVERLAP ON CODE. CONFIRM REQUIREMENTS PRIOR TO INSTALLATION. 6) TENANT REPRESENTATIVE PRIOR TO THE DISPOSAL OF MATERIALS AND 2. REMOVE NON-STRUCTURAL OBSTRUCTIONS THAT WILL HINDER INSTALLATION OF UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FINISHED TO TILE, EXTEND TILE INTO RECESSES 4 UNDER OR BEHIND EQUIPMENT AND 3. INSTALL IN-WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT FOR Id EQUIPMENT. GRILLE. COORDINATE DELIVERY AND INSTALLATION WITH INSTALLER FINISHED FACE OF MATERIALS, FACE OF STOREFRONT, OR LEASE LINE. VERIFY ALL FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, EXCEPT AS ACCESSORIES. PROPOSED DIMENSIONS TO BE CONSISTENT WITH FIELD CONDITIONS. ADVISE b. PACKAGE, PROTECT, AND STORE SALVAGED ITEMS FOR FUTURE USE. 3. PROTECT GRILLE FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES, AND C - ACGNS/S ACCESSORIES. : TENANT'S PROJECT MANAGER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND 12. DISPOSAL OF NON-SALVAGED MATERIALS AND EQUIPMENT: CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. I. INSTALL ALL TEMPORARY SIGNS AND BANNERS AS REQUIRED, BASED UPON ACTUAL JOB CONDITIONS BEFORE COMMENCING THE WORK. ALL ANGLES TO BE 90 a. ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED, 3. INTERSECTIONS 4 RETURNS: ACCURATELY FORM INTERSECTIONS AND RETURNS. INSTRUCTIONS OF TENANT'S PROJECT MANAGER. REVISIONS OR 45 DEGREES, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DIVISION IX FINISHES PERFORM CUTTING AND DRILLING OF TRIM, FINISH OR BUILT-IN ITEMS FOR D - AUDIO/VIDEO SYSTEMS: SHALL BE DISPOSED OF IN A LEGAL MANNER. STRAIGHT ALIGNED JOINTS. F - SHOP DRAWINGS: I. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. b. LOCATION OF DISPOSAL AREA AND LENGTH OF HAUL SHALL BE A - GYPSUM DRYWALL: 4. WORK TILE JOINTS UNIFORM IN WIDTH, SUBJECT TO VARIANCE IN TOLERANCE NO. DESCRIPTION DATE I. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR 1. PROVIDE AND INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITN PARTITION E - STOCKROOM MOBILE/SHELVING SYSTEM: REQUIRES, PLUS TWO COPIES, TO THE TENANT'S PROJECT MANAGER FOR APPROVAL. t,ONIKAC.TOF�'b F�t51`-ONbII�ILIlI T. ALLOWED IN TILE SIZE AND AS NOTED HEREIN. MAKE JOINTS WITHOUT VOIDS, 1. CONFIRM CODE COMPLIANCE WITH TENANT PROJECT MANAGER PRIOR TO SHIPMENT FRAMING. CEILING SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, EXCESS MORTAR, OR GROUT. 2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS OF THE DIVISION III CONCRETE AND INSTALLATION. MATERIALS, ETC. AS SHOWN ON NE DRAWINGS AND AS SPECIFIED. INSTALL ALL 5. PREPARE SURFACE, FIT, SET, BOND, AND GROUT AND CLEAN IN ACCORDANCE F FITTING ROOM ACCESSORIES: WORK. MATERIALS PER THE MFR.'S SPECIFICATIONS AND RECOMMENDATIONS. WITH APPLICABLE REQUIREMENTS OF ANSI STANDARDS AND TILE COUNCIL OF 3. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND q - PATCHING (WHEN REQUIRED): 2. GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK FIRE CODE SHEET ROCK (TYPE "X") AMERICA: 1. PROVIDE IN-WALL BLOCKING AS NEEDED TO PROVIDE ADEQUATE SUPPORT. OTHER DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE 1. MINIMUM 3000 PSI CONCRETE FILLER AND PATCHING WHERE EXISTING SLAB HAS PANELS OF STANDARD QUALITY OR APPROVED EQUAL. a. FLOORS: THIN- SET: TCA F113. 2. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTION. INFORMATION SPECIFIC TO THIS WORK. BEEN REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC. 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE. b) EXAMINATION: 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY 4. ACCESSORIES AND TRIM: U.S. GYPSUM BOARD OR GOLD BOND SYSTEM OF I) VERIFY THAT AREAS TO RECEIVE TILE INSTALLED BY THIN BED METHOD CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR B - CONCRETE SLAB: COMPONENTS AND PERFORATED TAPE. ALL METAL TRIM SHALL BE PERFORATED ARE TRUE WITHIN: DIVISION XI EQUIPMENT FUNCTIONAL EQUIPMENT AND APPLICANCES. 1. INSTALL MINIMUM 3000 PSI CONCRETE WITH 6 X 6 - W1.4 X W1.4 W.W.F. AT MID LEVEL FLANGE TYPE FOR COMPOUND FINISH. a) HORIZONTAL SURFACES: FLAT WITHIN 1/4 INCH IN 10'-0" 5. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM OVER 6 MIL. VAPOR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE TO LOCAL NON-CUMULATIVE, IN ALL DIRECTIONS. LIMITATIONS WHIGN MAY AFFECT THE CONSTRUCTION PROGRESS. CODE REQUIREMENTS). INSTALL CONTROL JOINTS AT MAX. 200 S.F. 5. ALL GYPSUM BOARD SURFACES IN PUBLIC AREAS, NAMELY, SALES AREA, FITTING THE WORK UNDER THIS SECTION 15 TO BE INSTALLED ACCORDING TO SHOP DRAWINGS AND ROOMS AND VESTIBULES MUST ACHIEVE A LEVEL 4 FINISH. b) VERTICAL SURFACES: FLAT WITHIN 1/S INCH IN 8'-0" SPECIFICATIONS OF THE ASSOCIATED MANUFACTURER 6. DIRECT ALL SUBMITTALS TO THE TENANT'S PROJECT MANAGER. NON-CUMULATIVE, IN ALL DIRECTIONS. G - GUARANTEE: B - DRYWALL CEILING SUSPENSION: c) SURFACE PITCHED TO DRAINS WHERE REQUIRED. REFER TO RESPONSIBILITY SCHEDULE ON G1.0 FOR PARTIAL LIST OF ITEMS. GUARANTEE IN WRITING ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF DIVISION IV MASONRY 1. INSTALL SUSPENSION CEILING IN: 2) EXAMINE SUBSTRATES FOR CONDITIONS, WNICN WOULD ADVERSELY AFFECT COMPLETION AND ACCEPTANCE BY THE TENANT. ALL WORK SHALL CONFORM TO a. ACOUSTICAL CEILING EXECUTION. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE REQUIREMENTS OUTLINED IN THE LANDLORD'S SPECIFICATION TO LESSEE AND NO WORK UNDER THIS SECTION UNLESS REQUIRED FOR PROPER CUTTING AND REPAIR OF b. GYPSUM BOARD CEILINGS CORRECTED. DIVISION XII FURNISHINGS SHALL BE APPROVED BY THE LANDLORD. FURNISH NE FOLLOWING UPON BUILDING SHELL. IN THIS EVENT, ALL WORK SHALL BE PERFORMED TO THE HIGHEST 1. SUSPENSION SYSTEM SHALL BE EITHER METAL FURRING CHANNELS 3) PREPARE SURFACES IN STRICT ACCORDANCE WITH SETTING MATERIAL DATE: 4/01 /10 COMPLETION OF WORK: MANUFACTURER'S INSTRUCTIONS. PRIME SUBSTRATES IF RECOMMENDED BY LEVELS OF QUALITY AND CRAFTSMANSHIP AND SHALL BE COORDINATED WITH SUSPENDED FROM TRIPLE-STRANDED WIRE PER USG S GYPSUM BOARD RECEIVE, ASSEMBLE AND PLACE OFFICE, NON-SALES EQUIPMENT, AND DISPLAY FIXTURES, 1. CERTIFICATE OF OCCUPANCY THE SETTING MATERIAL MANUFACTURER 2. GENERAL CONTRACTOR'S AFFIDAVIT LANDLORD'S REPRESENTATIVE. CONSTRUCTION HAND- BOOK, OR BY USING USG'S DRYWALL SUSPENSION SYSTEM IN ADDITION TO SALES FLOOR FURNISHINGS AND FIXTURES.: REFER TO MANUFACTURER'S SCALE: AS NOTED 3. GENERAL CONTRACTOR'S RELEASE OF WAIVER OR LIEN INSTALLED PER MANUFACTURER'S INSTRUCTIONS 4) CONDITION OF SURFACES TO RECEIVE TILE: H. SUSPENSION SYSTEMS MUST BE SUPPORTED FOR STRUCTURAL FRAMING a) SURFACE TO BE FIRM, DRY, CLEAN AND FREE OF OILY OR WAXY SHOP DRAWINGS AND SPECIFICATIONS. 4. AN EXECUTED AND ACKNOWLEDGED RELEASE OF MECHANICAL LIENS WITN DIVISION V METALS ABOVE SUPPORTS FROM FRAMING SHALL NOT BE ATTACHED TO DUCTWORK, I FILMS, MORTAR AND SOIL. GROSS AREA: 2,548 SQ. FT. RESPECT TO DEMISED PREMISES EXECUTED BY THE TENANT'S GENERAL FOR SALES FLOOR PERIMETER WALL SET: (1) SPANNER BAR AND (1) SHELF ONLY SHALL BE ELECTRICAL CONDUIT OR SPRINKLER PIPING. b) ELIMINATE HIGH SPOTS IN EXISTING FLOOR TILE BY GRINDING, CONTRACTOR AND EVERY SUB CONTRACTOR AND SUPPLIER OF LABOR AND iii. SUSPENSION SYSTEMS MUST BE ABLE TO SUPPORT ATTACHED GYPSUM SELECTIVE DEMOLITION, OR OTHER APPROVED METHOD PRIOR TO SET PER 21-0" PERIMETER WALL PANEL PANEL SECTION. INSTALL SPANNER BAR +/- 2'-0° SALES AREA: 1 ,660 SQ. FT. MATERIALS ENGAGED IN TENANT'S WORK. A - METAL STUDS: BOARD, LIGHT FIXTURES, H FROM TOP AND SHELF +/- 2'-0" FROM BOTTOM. THE REMAINING SPANNER EARS AND DIFFUSERS, 4 ACCESS PANELS. PROVIDE 4 SHOT BLASTING. SHELVES TO BE STORED IN BOXES AT THE AT THE BASE OF FIXTURE FOR FINAL 5. ELECTRICAL INSPECTION CERTIFICATE 1. SEE CHART ON DRAWING A1.1 FOR GAUGE OF NON-SALES WALLS, AT STOREFRONT OR CORNER SUPPORT AT ALL ACCESS PANEL LOCATIONS. c) MECHANICALLY ABRADE ALL CONCRETE SURFACES AND EXISTING INSTALLATION E STORED IN BOXES PERSONNEL. PROJECT # : 5.857.0210 6. UNDERWRITER'S APPROVAL CERTIFICATE FOR THE ELECTRICAL WORK WALLS WITH DECKS ABOVE. C - CEILING SYSTEMS: TILE SURFACES TO RECEIVE TILE BY SHOT BLASTING AND VACUUM 1. HVAC WARRANTY 2. STUD SPACING: AT 16" O.C. MAXIMUM AT TYPICAL PARTITIONS UNLESS OTHERWISE NOTED. 1. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND SUBSTRATE TO COMPLETELY REMOVE COMPOUNDS OR OTHER DRAWN BY: bdr 8. OPERATIONS MANUALS FOR ALL MECHANICAL AND ELECT. EQUIPMENT. 3. PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLIPS, ANCHORS, ANGLES, BRIDGES, RELATED ACCESSORIES AS SHOWN ON DRAWINGS AND AS SPECIFIED. SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING DIVISION XI I I SPECIAL CONSTRUCTION H - SUPERVISION: B - BRACKETS, SLEEVES, ETC., AS REQUIRED. 2. ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR MATERIALS. PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JOB SITE. ANY WORK STRUCTURAL STEEL AND/OR HEAVY GAUGE METAL FRAMING: SOFFITS, GYPSUM BOARD AND LAY-IN CEILINGS SHALL BE ANCHORED TO THE STRUCTURAL d) WET DOWN OR WASH DRY, DUSTY CONCRETE SURFACES AND REMOVE REQUIRED TO BE COMPLETED DURING NON-BUSINESS HOURS SHALL BE INCLUDED IN 1. INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. AS SHOWN IN THE PLANS JOISTS AND BEAMS ONLY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING EXCESS WATER IMMEDIATELY PRIOR TO APPLICATION OF TILES. NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT MANAGER. NE BID. NOTIFY MALL MANAGER PRIOR TO PERFORMING ANY NON-BUSINESS HOUR C - AND DETAILS. AND INSTALLING ANY ADDITIONAL FRAMING REQ'D. 4) SUBSTRATE PREPARATION AND LEVELING: USE LEVELING MATERIAL WORK. CORNER GUARDS: 3. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES, CEILING INDICATED, OR AS RECOMMENDED BY SETTING MATERIAL MANUFACTURERS TO DIVISION XIV CONVEYING SYSTEMS Palit 1 - UTILITIES: I. PROVIDE AND INSTALL METAL CORNER GUARDS AT ALL OUTSIDE CORNERS IN GRILLES, DIFFUSERS AND OTHER TYPICAL CEILING ACCESSORIES. PROVIDE SYSTEM FILL AND LEVEL SMALL CRACKS AND CHIPPED AREAS IN SUB-FLOOR ARRANGE AND PAY FOR ALL TEMPORARY UTILITIES. FOOTLOCKER INC MANAGEMENT D - NON-SALES AREA (2" x 2" x 12"). COMPONENTS FROM A SINGLE MANUFACTURER c) SELF LEVELING UNDERLAYMENT: DEPARTMENT WILL ESTABLISH OR TRANSFER SERVICE UNDER THE FOOTLOCKER INC REVEALS: 4. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH THE 1) PROVIDE CEMENTIOUS EASED SELF-LEVELING UNDERLAYMENT TO CORRECT NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S PROJECT MANAGER NAME UPON COMPLETION OF CONSTRUCTION AND TURNOVER FOR MERCHANDISING. I. INSTALL METAL REVEALS SIZE 4 LENGTH AS MAY BE INDICATED ON THE PLANS. MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE SUBSTRATE ELEVATIONS EXCEEDING SPECIFIED TOLERANCES. REFER TO J - TELEPHONE: BLOCKING OR BACKING AS REQUIRED TO SECURE SHALL BE PROVIDED. REQUIREMENTS. FINISH CEILING SHALL BE LEVEL WITH JOINTS, SNUG AND SQUARE, AND IN SECTION 03542 FOR UNDERLAYMENT REQUIREMENTS. USE PRODUCTS INSTALL AN ON SITE JOB TELEPHONE AND FAX MACHINE DURING THE ENTIRE E - 2. PAINT OR FINISH PER PLANS. PERFECT CONDITION. ACCEPTABLE TO SETTING BED MANUFACTURER. CONSTRUCTION PERIOD AND NOTIFY THE TENANT'S PROJECT MANAGER IMMEDIATELY EXPANSION JOINTS - INSTALL AS PER PLANS AND MFR'S RECOMMENDATIONS: 5. MATERIALS AND FINISHES: d) INSTALLATION: ilitli OF THE TELEPHONE AND FAX NUMBERS. TENANT MAY OBTAIN LOCAL AND LONG 1. USG 093 FOR CEILINGS AND WALLS, AS MAY BE INDICATED IN THE DRAWINGS. a. REFER TO REFLECTED CEILING PLAN FOR SPECIFICATION OF MATERIALS. 1) CRACK ISOLATION AND WATERPROOF MEMBRANE: DISTANCE TELEPHONE SERVICE FROM ITS PROVIDER OF CHOICE. 2. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL I" DEPTH) WITH b. REFER TO FINISH PLAN FOR SPECIFIED CEILING FINISH. a) PRIOR TO APPLICATION OF CRACK ISOLATION SHEET, NOTIFY K - TRASH REMOVAL: ELASTOMERIC FILLER TO MATCH FINISH AS MANUFACTURED BY CONSPEC SYSTEMS INC., ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING OF ALL UNUSUAL NE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF ALL TRASH, F - r. cLi UPSR` SE�4 91-8'i ,�83REQUIRED FOR LIGHTING, TV MONITORS, CEILING c• LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT. OR SIGNIFICANT CRACKS OR THOSE OF DIMENSIONS GREATER TNAN 1/32 d. CEILING WHERE NOTED ON PLANS SHALL BE 1 HOUR RATED AND SHALL CONSIST OF RUBBISH AND SURPLUS MATERIALS FROM THE JOB SITE. ACCESSORIES OR MECHANICAL SYSTEMS SUSPENSION: CLASS "A" TILES WITH SUSPENSION GRID, HARDWARE, CLIPS, ETC. NECESSARY TO INCH WIDE. 11111111 , , CLEAN UP AT TURNOVER: 1. PROVIDE AND INSTALL PER MANUFACTURES SPECIFICATIONS WITH ALL ACCESSORIES ACHIEVE RATING. b) INSTALL CRACK ISOLATION SHEET OVER EXISTING CRACKS, NE STORE IS TO BE PROFESSIONALLY CLEANED AND LEFT IN "READY FOR SELLING" REQUIRED FOR A COMPLETE JOB. CONSTRUCTION JOINTS, AND CONTROL JOINTS WHICH DO NOT ALIGN WITH CONDITION. STOREFRONT, LIGHTS, STORE FIXTURES, ADJACENT NEUTRAL PIERS AND 2. SUPPORT WIN THREADED RODS AND NUTS FROM STRUCTURE AS REQUIRED OR D - PAINTING, FINISHING, WALL COVERING AND GRAPHICS: TILE CONTROL OR SOFT JOINTS. LANDLORDS' BULKHEAD ARE TO BE CLEANED OF ALL DUST, GLUE, GROUT, AND DETAILED. 1. PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY DIRECTED e) LAYOUT: MISAPPLIED PAINT. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION 3. CONTACT UNISTRUT SPACE FRAME SYSTEMS AT (630) 113-3460. OTHERWISE IN THE DRAWINGS, COVER ALL SURFACES THOROUGHLY AND EVENLY. IF THE I) PATTERN OF TILE AT STORE ENTRY PER MALL STANDARDS, IF REQUIRED. MATERIALS AS DIRECTED BY THE PROJECT MANAGER. HVAC FILTERS TO BE NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH NE INTENT, APPLY ADDITIONAL 2) LAY OUT WORK TO MINIMIZE CUTTING AND SO THAT FULL TILE IS CENTERED ON CHANGED FOLLOWING CLEANING. COATS OF SPECIFIED MATERIAL TO PROVIDE SATISFACTORY COVERAGE. SEE FINISH STOREFRONT AND NO TILE OF LESS THAN 12" WIDTH NEED TO BE USED, DO NOT IMO L - INSURANCE: DIVISION VI WOOD & PLASTICS SCHEDULE FOR SPECIFICS. INTERRUPT PATTERN THROUGH OPENINGS. SECURE, PAY FOR AND MAINTAIN, DURING CONSTRUCTION AND FIXTURING WORK WITHIN 2. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED. 3)NO STAGGERED JOINTS WILL BE PERMITTED. LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN AMOUNTS AS A - CARPENTRY BLOCKING: 3. PREPARE BY CLEANING ALL SURFACES FREE OF LOOSE DIRT AND DUST PREPARE 4) JOINTS IN THE TILE SHALL ALIGN BOTH DIRECTIONS. %MO SET FORTH HEREIN. WORK SHALL NOT COMMENCE UNTIL ALL REQUIRED INSURANCE BEFORE USING WOOD FRAMING OR BLOCKING OF ANY TYPE, CONFIRM CODE RESTRICTIONS. ALL METAL SURFACES IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN 5) SMOOTH AND LEVEL TRANSITIONS MUST OCCUR AND ALL CHANGES IN FLOOR HAS BEEN OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED SPECIFICATIONS. FINISHES. TO NE LANDLORD AND TENANT. THE LANDLORD MUST BE NAMED AS "ADDITIONAL IF USE OF WOOD IS PERMITTED BY REQUIREMENTS, ADHERE TO NE FOLLOWING GUIDELINES: 4. PAINTED DRYWALL SHALL RECEIVE ONE COAT OF LATEX PRIMER AND TWO COATS OF 6)FILE EDGES OF CUT TILE SMOOTH AND EVEN. INSURED". CERTIFICATE OF INSURANCE SHALL COVER WORK PERFORMED BY NE L USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCH UP f) INSTALLATION TOLERANCE OF TILE WORK: CONTRACTOR, EACH SUBCONTRACTOR AND ALL MAJOR SUPPLIERS. THE TENANT WAS PRODUCED. ALL MATERIALS SHOULD HAVE FACTORY EDGES AND CORNERS. ALL SUCTION SPOTS OR HOT SPOTS AFTER THE APPLICATION OF THE FIRST COAT AND 1) LEVELNESS BETWEEN UNITS: INSTALL CERAMIC TILE WORK SO THAT FACES AND 2. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL EDGES OF INDIVIDUAL UNITS ARE FLUSHED AND LEVEL WITH FACES AND EDGES OF GENERAL CONTRACTOR AND SUBCONTRACTORS REQUIRED MINIMUM COVERAGE AND TO PRODUCE AN EVEN RESULT IN THE FINISH GOAT. BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BEFORE APPLYING A SECOND COAT, ADJACENT TILE. DO NOT EXPOSE EDGE EXCEPT WHERE FINISHED EDGE IS PROJECT TITLE LIMITS OF LIABILITY ARE AS FOLLOWS: DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MFRS 1. WORKMEN'S COMPENSATION INSURANCE INCLUDING PAYMENT TO THE EMPLOYEES BRACE, PLUMB AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE RECOMMENDATIONS FOR RE-COAT TIME SEAL ALL DRYWALL SURFACES BEHIND MIRRORS INDICATED. OF THE CONTRACTOR, COMPENSATION PROVIDED BY THE WORKMEN'S COMPENSATION WITH SUFFICIENT NAILS, SPIKES, SCREWS AND BOLTS AS NECESSARY. 2) VARIATION FROM FLAT - FLOORS: DO NOT EXCEED 1/32 INCH FROM FACE AND AND BUILT-1N COMPONENTS. 3. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING, SUPPORTS, ETC. 5. PUTTY ALL NAIL HOLES COUNTER SUNK SCREWS BOLTS FILL CRACKS ETC. BEFORE EDGES OF INDIVIDUAL TO FACES AND EDGES OF ADJACENT TILES.FINISHED FLOOR WASHINGTON SQUARE LAWS OF THE STATE IN WHICH THE WORK 15 BEING PERFORMED, WITH LIMITS OF NOT 4. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, SCREWS, , CRACKS,ORS BOLTS, ETC. AS REQUIRED SURFACES SHALL BE FLAT WITHIN 1/4 INCH IN TEN FEET,NON-CUMULATIVE IN ALL LESS THAN $2,000,000. APPLYING FINISH. Q 2. CONTRACTOR'S PUBLIC LIABILITY INSURANCE, HAVING LIMITS OF NOT LESS THAN FOR CARPENTRY WORK 6. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. DIRECTIONS. 9585 SW WASHINGTON SQ. 5. ALL EXISTING OR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE IDENTIFIED 3) JOINT WIDTHS SHALL VARY NO MORE THAN PLUS OR MINUS 1/2 OF NE SPECIFIED $2,000,000. I. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, JOINT WIDTH. (1/32"-3/32"). 3. CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE, HAYING LIMITS OF NOT LESS MILLWORK:A UL LABEL CERTIFYING THIS CLASSIFICATION. LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH )REPAIRS AND CLEANING: PORTLAND, OR 97223 B - MILLWORK: ITEMS. g 1) REPLACE DAMAGED TILES, WHICH ARE BROKEN CHIPPED, STAINS, DO NOT MATCH S PACE #D08 THAN $2,000,000. L RECEIVE AND INSTALL ALL PRE-FINISHED MILLWORK AND CABINETS, FIXTURES, 4. GENERAL THIRD PARTY PROPERTY DAMAGE INSURANCE, HAVING LIMITS OF NOT PANELING, DOORS AND FRAMES, ETC., AS SHOWN ON DUGS. OR AS DIRECTED. S. PAINT ALL RADIATION COVERINGS, CONVECTORS, REGISTERS, LOUVERS, GRILLES, ADJOINING TILES, OR ARE OTHERWISE DAMAGED. USE REPLACEMENT. RE-POINT VENTS ACCESS DOORS EXPOSED PIPING TRIM LIGHTS,, PIPING, DOORS, VENTS,LESS CHAT $2,000,000. 2. CUT,FIT AND INSTALL ALL MILLWORK AND SET PLUMB AND TRUE IN ACCORDANCE WITH EMERGENCY LIGHTS, DEFECTIVE GROUT AND GROUT NEEDED TO BE REMOVED AS PART IF TILES 5. CONTRACTOR TO FURNISH A HOLD HARMLESS CERTIFICATE FOR FOOTLOCKER, INC. ASSEMBLY /INSTALLATION DRAWINGS PROVIDED. FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. UNLESS OTHERWISE REPAIR/REPLACEMENT. RE-POINT DEFECTIVE GROUT NEEDED TO BE REMOVED A5 6. LIMIT TO BE ADJUSTED WHERE REQUIRED BY LANDLORD FOR ADDITIONAL 3. BACK OUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT NOTED OR DIRECTED. PART OF TILE REPAIRS. LEAVE IN A NEAT, UNIFORM APPEARANCE. STORE NO. 47257 COVERAGE ONLY TO MEET CRITERIA LISTED IN TENANT CRITERIA BOOKLET, OR AS SPLITTING. 9. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH,FREE OF RUNS, SAGS, 2) REMOVED AND REPLACE WORK OF THE FOLLOWING DESCRIPTION: DISCUSSED IN PRE-CONSTRUCTION MEETING W/ L'LORD REPRESENTATIVE. 4. CONFIRM BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER a) BROKEN, CHIPPED, STAINED, OR OTHERWISE DAMAGED WORK M - INDEMNIFICATION: MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. b) DEFECTIVE JOINTS. TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY ASSEMBLIES.5. ALL FIXTURES ARE TO PROFESSIONALLY CLEANED 10. WALL COVERINGS: REFER TO THE FINISH SCHEDULE AND FINISHES AS NOTED ON c) TILES AND JOINTS NOT MATCHING APPROVED SAMPLES AND FIELD-CONTRUCTED MOCK-UPS NT T N AN LOCATION S FOR LOCO AND EXTENT. . AND HOLD HARMLESS THE LANDLORD, TENANT, AND ARCHITECT AND THEIR AGENTS DR AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, ALL CLAIMS, DAMAGES, a. ALL MATERIAL TO BE INSTALLED BY SKILLED WORKMEN, IN ACCORDANCE WITH d) WORK NOT COMPLYING W/ OTHER REQUIREMENTS INDICATED. SHEET TITLE LOSSES AND EXPENSES. INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING DIVISION VII THERMAL & MOISTURE PROTECTION ANT 3) CLEAN EXCESS MORTAR FROM SURFACE WITH WATER AS WORK PROCESSES. DRYWALL BEFORE APPLICATION OF WALL COVERING WITH LATEX PRIMER. PERFORM GLEANING WHILE MORTAR 15 FRESH AND BEFORE IT HARDEN ON b SEAL OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY C. WALL COVERING ADHESIVES ARE TO BE PREMIXED AS RECOMMENDED BY THE SURFACES. SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, MANUFACTURER FOR THE SPECIFIC SURFACES 4) SPONGE AND WASH TILE DIAGONALLY ACROSS JOINTS. SPECIFICATIONS . SICKNESS, DISEASE OR DEATH, OR TO INJURY OR TO DESTRUCTION OF TANGIBLE A - VAPOR BARRIER: POLISH WITH CLEAN DRY CLOTH. PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING PROVIDE AND INSTALL 6 MIL POLYETHYLENE BELOW ALL REQUIRED PATCH AREAS AT d. LEAVE FINISHED INSTALLATION FREE OF BLISTERS, WRINKLES OR OTHER DEFECTS. 5) REMOVE GROUT HAZE FOLLOWING RECOMMENDATION OF GROUT MANUFACTURER THEREFROM. SLAB ON GRADE CONDITIONS AND 4 MIL. POLYETHYLENE AT WALLS THAT RECEIVE ALL SEAMS SHALL BE TIGHTLY CLOSED. MATCH ADJACENT STRIPS AS REQ'D, DO NOT USE ACIDS FOR CLEANING WITHOUT PRIOR APPROVAL. MISSING/DAMAGED FREIGHT: BATT INSULATION. CONSISTENT WITH PATTERN SELECTED. 6) REMOVED EXCESS SEALANT BY USING A MODERATE AMOUNT OF MINERAL I. OPEN BOXES WITH OBVIOUS DAMAGE. B - ELASTOMERIC CRACK BRIDGING: e. IF CLEANING IS REQUIRED, USE ONLY MATERIALS AND METHOD RECOMMENDED BY SPIRITS OR OTHER SOLVENT ACCEPTABLE TO SEALANT MANUFACTURER 2. BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEMS) DAMAGED OR PROVIDE AND INSTALL ELASTOMERIC CRACK BRIDGING AS MANUFACTURED BY THE MANUFACTURER 1) PERFORM FINAL CLEANING AS RECOMMENDED BY TILE AND GROUT MISSING. (EXAMPLE)-(4) PANELS - PERIMETER WALL DAMAGED. DO NOT JUST NOTE "I NATIONAL APPLIED CONSTRUCTION PRODUCTS, INC., P.O. BOX 1266, CUYAHOGA FALLS, f. UNROLL AND CHECK WALL COVERING FOR DEFECTS IMMEDIATELY UPON DELIVERY. MANUFACTURERS. DO NOT USE WIRE BRUSHES, ACIDIC TYPE CLEANERS OF OTHER CARTON OR PALLET DAMAGED." OHIO 44223± PHONE 213-92S-3414, OR APPROVED EQUAL. g. DO NOT HANG DEFECTIVE WALL COVERING. ALERT TENANT'S PROJECT MANAGER CLEANING COMPOUND WITH HARSH FILLER. . 3. AFTER THE PROBLEM 15 NOTED ON THE FREIGHT BILL, NAVE CARRIER'S DRIVER OF DEFECTIVE MATERIAL 4 COORDINATE APPROPRIATE ACTION. 5) CLEAN AND REPAIR SURFACES SOILED OR OTHERWISE DAMAGES IN CONNECTION . 1 ALSO SIGN IT. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF 11. GRAPHICS- GRAPHICS ARE APPLIED ON TOP OF TEH PAINTED SURFACES. PAINT MUST WITH THE WORK PAY COST OR REPLACING FINISHES OR MATERIALS THAT CANNOT SHEET NO. G1 DAMAGE. BE FULLY CURED, PER MANUFACTURER'S INSTRUCTIONS, BEFORE THE APPLICATION OF THE BE SATISFACTORILY CLEANED OR WHICH HAVE BEEN DAMAGED BY IMPROPER GRAPHICS. CLEANING MATERIAL AND TECHNIQUES. CCS PROTO RELEASE 1 .1 - 03/2010 DIVISION XV MECHANICAL DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XVI ELECTRICAL DIVISION XVI ELECTRICAL (CONT.) - SEC. 15100 - HEATING, VENTILATION 4 AIR CONDITIONING FOOT LOCKER, I NC. SEC. 15000 MECHANICAL GENERAL PROVISIONS 9. HYDRONIC PIPING: SEC. 16050 - BASIC ELECTRICAL MATERIALS 4 METHODS A. SLEEVES A. -VAC EQUIPMENT: a. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS B. WIRE: A. WIRE DEVICES: I. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS: TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. 1. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR a. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO BE BY YORK AS b. HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER AND/OR CONDENSER I. COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE SELECTED BY ARCHITECT (SEE SIZE SHALL BE *12 AWG, ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO WATER SHALL BE ASTM A-120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5-YEAR EXTENDED WARRANTY. I - INSTALL PLAN NOTES FOR ADDITIONAL INFORMATION). THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN CONDUIT. NO PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. b. EQUALS EQUIPMENT ONLY IF NOT AVAILABLE THROUGH REASONABLE EFFORT. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PPE 15 2-1/2 INCH AND LARGER. NS ALL a. RECEPTACLES SHALL BE 20 AMP, 3-WIRE GROUNDING TYPE EQUAL TO HUBBELL 5362. STRANDED WIRE ALLOWED FOR 10 AND *12 AWG SIZES. (INCREASE CONDUCTOR BY ONE SIZE c. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, STEEL PIPE WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE "K" ANNEALED b. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 211 VOLT AS FOR EVERY 150' INCREMENT OF DISTANCE FROM THE PANEL BOARD FOR 120 VOLT CIRCUITS.) 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE. PROVIDE REQUIRED. a. GENERAL WIRING SHALL BE THWN OR THHN. ALUMINUM CONDUCTORS ARE NOT RE PLANNING DEPT FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT c. SPECIAL DEVICES SHALL BE A SPECIFICATION GRADE. PERMITTED. STORE EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO UL. d. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS MOST d. ALL DEVICE COVERPLATES SHALL BE STAINLESS STEEL. ASSEMBLY RATING OF FLOOR OR WALL. INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE e. FLOOR BOXES TO BE HUBBEL *B-2521/29 WITH S-3925 BRASS COVER (OR EQUAL BY 2. WIRE CONNECTORS SHALL BE EQUAL TO SCOTHLOCK FOR *8 AND SMALLER, AND EQUAL TO 112 WEST 34TH STREET TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL OR REMOVAL MAY BE REQUIRED. "STEEL CITY") AND HUBBELL 5362 RECEPTACLE (UNLESS OTHERWISE NOTED). T 4 5 "LOCK-TITE" FOR *6 AND LARGER. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE DETAILS. C. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A f. EQUAL BY ARROW-HART, GENERAL ELECTRIC, BRYANT, PASS 4 SEYMOUR, OR SIERRA. NEW YORK, NY 1 01 20 STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY e. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH MINIMUM PRESSURE OF 125 PSI.ALL INDOOR AIR 3. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND RECEPTACLE CIRCUITS PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV BOXES. SECONDARY PANS ARE TO d. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM B. PANEL BOARDS AND SAFETY SWITCHES: IF INSTALLED IN ACCORDANCE WITH N.E.C. *310, AND LOCAL CODES. SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR 1. PROVIDE BRANCH CIRCUIT PANELS WHICH 5HALL BE OF THE BOLTED CIRCUIT BREAKER SEC. 16300 - TRANSMISSION 4 DISTRIBUTION TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S TYPE WITH SOLID COPPER BUSSING FULL SIZED NEUTRAL, 2S% GROUND BUSSING, OVERALL 4. DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL. A. WIRED GROUND SYSTEM: 2. VARIABLE AIR VOLUME BOXES (VAV): SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO HINGED/LOCKABLE DOOR, AND TYPWRITTEN DIRECTORY INSIDE DOOR. ALL SERVICE ARCHITECT: B. HANGERS: DO SO FROM THE LANDLORD'S FIELD REPRESENTATIVE. a. WHERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES COMPLETE WITH CONTROLS, ENTRANCE EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL WHICH SHALL STATE THAT I. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR ELECTRICAL 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, HEATING COILS (FANS AS REQUIRED). ALL DUCT CONNECTIONS FLEXIBLE DUCT/PIPE e. PRIOR TO CONNECTION TO TI-4E LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN THE EQUIPMENT IS RATED FOR SERVICE ENTRANCE APPLICATION IN ACCORDANCE WITH N.E.G. EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS AND DESCRIBED GENERALLY BELOW. C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR TI-4E CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR. WRITTEN CONFIRMATION FROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, *230-10. LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND SWITCHBOARDS. TWO JAMES M . HAM I LL INSTALLATION OF WORK. FLUSHING, AND PROPER FILLING OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN AND THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. WHEN USED AS SWITCHES IN 2. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN PANEL, 3. TOILET EXHAUST FANS: ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS 120V. AND 211V. LIGHTING CIRCUITS, FURNISH TYPE "SWD" BREAKERS IN ACCORDANCE WITH SWITCHBOARD, OUTLET, BOXES, ETC. 580 DECKER DRIVE 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO a. WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. N.E.C. *240-83B. SQUARE D OR EQUAL BY GOULD ITE, CUTLER-HAMMER, WESTINGHOUSE, PIPING OR DUCTWORK. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE GRAVITY BACK DRAFT DAMPERS. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY P. VALVES: CHALLENGER, FEDERAL PACIFIC OR GENERAL ELECTRIC (OR APPROVED EQUAL) 3. ALL ENCLOSURES AND NON-CURRENT CARRYING METALS TO BE GROUNDED. CONDUIT ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. 1. GATE VALVES, 2-INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF SYSTEM TO BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS REFER TO PLANS FOR APPLICABILITY. ASTM B 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE 2. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NONFUSED, AS CALLED FOR ON OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING SUITE 170 OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE-PACKABLE UNDER DRAWINGS AND AS REQUIRED BY CODE. (FUSES AS MANUFACTURED BY BUSSMAN, CHASE METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS 4. BASEBOARD, CABINET, AND UNIT HEATERS: PRESSURE. BALL VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. SHAWMUT, WESTINGHOUSE, ECONOMY FUSE CO., OR LITTLE FUSE CO. ARE ACCEPTABLE.) CLAMPS. I RVI NG TX 75062 AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO a. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC 2. GATE VALVES, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY, RENEWABLE DISCONNECT SWITCHES THAT ARE INSTALLED AT AIR CONDITIONING EQUIPMENT, HEAT PUMPS, LANDLORD CRITERIA. HEATING COIL, CONTROLS, AND INTEGRAL THERMOSTAT. BRONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE-PACKABLE ETC. SHALL BE FUSED IN ACCORDANCE WITH THE EQUIPMENT'S NAME PLATE REQUIRMENTS 4. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, *12 MINIMUM, OR AS SHOWN ON UNDER PRESSURE. PER N.E.C. 440-21 4 110-38. DRAWINGS. FOR PANEL FEEDERS BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, SWING CHECK VALVES, 2-INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER 5. INLINE PUMPS: 3. SWITCHES SHALL BE HEAVY DUTY, QUICK MAKE/QUICK BREAK TYPE, FUSIBLE OR WHERE ENTERING AND LEAVING THE CONDUIT. ALL GROUND CLAMPS SHALL BE PENN-UNION DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN a. WHERE SHOWN ON DRAWINGS PROVIDE AN INLINE CLOSE COUPLED PUMP(S), BRONZE CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y-PATTERN, RENEWABLE BRONZE NON-FUSIBLE, WEATHERPROOF AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY LOCAL OR EQUAL, SIMILAR TO "GPL" TYPE. CONDUIT GROUND BUSHINGS SHALL BE THOMAS 4 BETTS THE HANGER AND THE PIPE INSULATION. FITTED, PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT DISC, AND HAVING THREADED OR SOLDERED ENDS. CODES. LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE D, GOULD ITE, OR EQUAL, SIMILAR TO *3800 SERIES WITH NYLON INSULATED THROAT. SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR. 4. SWING CHECK VALVE, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND PUMPS TO BE SO CONSTRUCTED THAT CHALLENGER, CUTLER HAMMER, WESTINGHOUSE, FEDERAL PACIFIC, OR GENERAL ELECTRIC 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED THEY MAY BE MOUNTED IN A HORIZONTAL OR VERTICAL PIPE LINE. MOTOR TO BE 1150 RPM BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE LINE. (OR APPROVED EQUAL). 5. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER . FROM ONE ANOTHER. UNLESS NOTED OTHERWISE. BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METALOTOOMETAL 5. COMBINATION BALANCING AND SHUT-OFF VALVES: BELL 4 GOSSETT CIRCUIT SETTER 3, MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 4 M HORSEPOWER MOTORS THAT DO NOT REQUIRE AUZILIARY CONTROL. SINGLE PHASE BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, 6. VIBRATION ISOLATION DEVICES: MANUAL. STARTERS SHALL BE SQUARE D OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED OUTLET BOXES AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM, ALL C. ELECTRICAL MOTORS: a. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN 6. FLOW METER: BELL AND GOSSETT THERMOFLO INDICATOR MODEL TFI. WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE RATING. FLEXIBLE CONDUIT SHALL BE JUMPERED WITH A GROUND CONDUCTOR. VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) PIPING SPECIALTIES: 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS THEY g MAGNETIC MOTOR STARTERS (MINIMUM SIZE 1) SHALL BE USED FOR ALL SINGLE PHASE AND AND STRUCTURE. 1. PRESSURE/TEMPERATURE TEST PLUGS ( PETE'S PLUG) - 1/4 INCH NPT FITTINGS TO B. SERVICES: ARE FACTORY INSTALLED ON THE UNIT, ALL STARTERS AND ASSOCIATED WIRING AND SAFETY THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRED AUZILIARY CONTROL. SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL b. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTING AND CAPS PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETC.) IN STARTERS AS REQUIRED 1. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, 0°F TO 200°F. FOR INTERLOCKS, COORDINATE WITH MECHANICAL AND/OR TEMPERATURE CONTROL DESIGNATED LOCATION AND PROVIDE LIGHTING, POWER AND WIRING AS REQUIRED TO ISOLATED WITH HOUSED SPRING MOUNT DEVICES. DIVISION OF THE SPECIFICATIONS. CONTRACTORS. FACILITATE APPLICABLE TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON C. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. 2. STRAINERS - "Y" PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2-1/2 COMBINATION STARTERS,WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES, COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL d. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND I/8 INCH FOR C. BOXES: NE.G. AND LOCAL CODES. CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, (SEE STANDARDS FOR UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. CHILLED OR CONDENSER WATER. PROVIDE WITH SLOWDOWN VALVE WITH HOSE END FITTING. ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE e, CONSULT MANUFACTURER FOR APPLICATION DATA. 3. THERMOMETERS - 'LIGHTSTAT' MODEL THE-AVU, AUTOMATIC SETBACK, TWO STAGE 1. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE-PIECE PRESSED STEEL 2. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD VERIFY EXACT VARIATION OF PLUS OR MINUS 10%, 40 DEGREES C AMBIENT TEMPERATURE± HAVE A SERVICE HEAT, TWO STAGE COOLING THERMOSTAT, THERMOSTAT SHALL BE FULLY COMPATIBLE WITH KNOCKOUT. REQUIRMENTS PRIOR TO BIDS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE FACTOR OF NOT LESS THAN 1.15. 1. CURES AND STEEL FRAMING FOR SUPPORT: HVAC UNIT USED FOR PROJECT. LANDLORD OR POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. a. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED 4. MANUAL AIR VENTS - i/8" COIN-OPERATED VENT. PROVIDE AN AIR CHAMBER 2. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. CLOSELY COORDINATE ENTIRE INSTALLATION WITH LANDLORD AND POWER COMPANY AS D. LOW VOLTAGE (24 VOLT) WIRING: TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL CONSISTING OF A 3/4" NIPPLE AND BUSHINGS. REQUIRED. (PROVIDE EQUIPMENT THAT IS COMPATABLE WITH AVAILABLE FAULT CURRENT 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. BE A MINIMUM OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. h. GENERAL INSTALLATION: 3. INSTALL BOXES RIGIDLY ON BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE LEVELS, PROVIDE "GABLE LIMITERS" IF NECESSARY FOR SYSTEM COORDINATION). FIELD SEAL THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE 1. INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CONDUIT SYSTEM. ALSO PROVIDE SUITABLE/PROPER BOX ENTENSIONS TO EXTEND BOXES TO VERIFY EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND FUNCTIONAL SYSTEM. INSTALLED SO THAT TOP OF CURBS ARE "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. MAKE CHANGES IN FINISHED FACES OF WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND TELEPHONE FACILITIES PRIOR TO BIDDING PROJECT. STRUCTURE SHALL BE DONE IN ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS DIRECTION WITH FITTINGS. THEM TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE 2. ALL WORK IS TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DIVISION 16 CONTRACTOR'S EXPENSE. 2. BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEVICES. 3. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED, AND AS INDICATED ON `� I > THE DRAWINGS. ELECTRICAL SPECIFICATIONS. DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE �� 8. METAL DUCTWORK: TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. 4. WHERE A 211 VOLT LIGHT SWICH IS GANGED WITH A120 VOLT RECEPTACLE PROVIDE A D. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENENT'S PREMISES SHALL SE rims,... SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH N.E.C. AND LOCAL PROVIDED AS REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE > 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE a. NO FIBERGLASS DUCT ALLOWED. PITCH NOT LESS THAN i TO 10 FEET. CODES. 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. CLOSELY FIELD ELECTRICAL SUBCONTRACTOR. b. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S 3. HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE �� A ��-� CONSTRUCTION MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY INSULATED PIPE. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE COORDINATE WITH TENANT'S PROJECT MANAGER TO AVOID CONFLICTS. «.,. 1873 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS HANGER AND PIPE INSULATION. D. STEP-DOWN TRANSFORMER: SEC. 16500 - LIGHTING • LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE ARE TO BE RECTANGULAR UNLESS NOTES OTHERWISE. ALL DUCT BRANCHES TO DIFFUSERS ARE 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY APPLICABLE. TO BE ROUND RIGID DUCT. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO SEPARATED FROM ONE ANOTHER. 1. PROVIDE A DRY-TYPE TRANSFORMER OF THE ENCLOSED VENTILATED TYPE WITH KVA AND A. LIGHTING: E. RELOCATION OF EQUIPMENT: EXCEED 5'-0"). 5. SEE PLANS FOR APPLICABLE DETAILS. VOLTAGE RATINGS AS CALLED FOR ON THE DRAWINGS AND WITH COILS DESIGNED FOR 150 1. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED. THE ELECTRICAL vi;ra.•. d C. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS WITH 6. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS DEGREES C. RISE ABOVE A 40 DEGREE C. AMBIENT WITH 100 % OF RATED LOAD CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. FLUORESCENT FIXTURES SHALL 3 I. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE GALVANIZED SHEET STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION OF THE STATE PIPING AND WELDING CODES. CONNECTED TO THE SECONDARY, CLASS H INSULATION AND MINIMUM OF SIX STANDARD FULL HAVE HPF BALLASTS WITH EFFICIENCY FACTORS IN ACCORDANCE WITH CURRENT CODES FOR STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. STANDARDS" OF THE LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED 1. INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL CAPACITY TAPS (TWO ABOVE AND FOUR BELOW NORMAL) SOUND LEVEL/DECIBELS SHALL ENERGY CODES.. STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TO PROPERLY BE IN ACCORDANCE WITH "NEMA" STANDARDS, AND INSTALLATION SHALL INCLUDE KORFOUND SEC. 15300 - SPRINKLER SYSTEMS APPLICATIONS, AND JOINT TYPES AND INTERVALS. REMOVE ENTRAPPED AIR. OR EQUAL VIBRATION-DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY 2. LIGHT FIXTURES SHALL 5E SUPPORTED FROM THE BUILDING STRUCTURE VIA ALL THREAD A. SPRINKLER SYSTEM: d. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING I. INSULATION: AND SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. (MOUNT TRANSFORMER AND UNI-STRUT, AND NOT SUPPORTED BY CEILING SYSTEM. REVISIONS PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR 1. ALL HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER, VALVES, ON SEPARATE VIBRATION ISOLATORS, THESE ARE ADDITONAL VIBRATION ISOLATORS AND 1. SUBMITTALS: NEGATIVE PRESSURE). FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, ARE USED IN CONJUNCTION WITH ANY INTEGRAL FACTORY INSTALLED VIBRATION ISOLATORS.) a. PROVIDE DATA ON SPRINKLERS, VALVES, AND SPECIALTIES, INCLUDING I. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE. INSULATE WITH I INCH THICK (K=023 6 15°F FIBERGLASS INSULATION WITH ALL SERVICE AS MANUFACTURED BY SQUARE D, HEAVY DUTY, ACME, GENERAL ELECTRIC OR NO. DESCRIPTION DATE MANUFACTURERS CATALOG INFORMATION. SUBMIT PERFORMANCE RATINS, ROUGH-IN DETAILS, 2. RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2-1/2 INCHES AND LARGER, INSULATE WITH 1-1/2 WESTINGHOUSE. WEIGHTS, SUPPORT REQUIREMENTS, AND PIPING CONNECTIONS. TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO INCH THICK (x.0.23 fD 15°F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR E. LIGHTING CONTACTORS: b. SHOP DRAWINGS: FABRICATE A SYSTEM THAT DOES NOT EXCEED S% LEAKAGE OR LESS AS STATED BY BARRIER. 1. SUBMIT SHOP DRAWINGS OF FINISHED CEILING AREAS INDICATING ONLY SPRINKLER PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 2. INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHALL BE WHERE INDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF LIGHTING SHALL BE LOCATIONS COORDINATED WITH CEILING INSTALLATION. e. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD HARD AND NON-COMPRESSIBLE. SQUARE D CLASS 8903, TYPE 'L' IN A NEMA 1 ENCLOSURE, ELECTRICALLY OPERATED, AND 2. INDICATE HYDRAULIC CALCULATIONS, DETAILED PIPE LAYOUT, HANGERS AND APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS. 3. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND ELECTRICALLY HELD. EQUALS BY SIEMENS-ITE, GENERAL ELECTRIC, OR WESTINGHOUSE, NO SUPPORTS, SPRINKLERS, COMPONENTS AND ACCESSORIES. INDICATE SYSTEM CONTROLS. f. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS EXCEPTIONS. TIME SWITCHES FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE c. SUBMIT SHOP DRAWINGS, PRODUCT DATA, HYDRAULIC CALCULATIONS TO AUTHORITIES g. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED OF THE NFPA. TORK MODEL NO. W200 (FOR 2 POLES) OR NO. W300 (FOR 3 POLES), 1 DAY TYPE, WITH HAVING JURISDICTION (INCLUDING BUT NOT LIMITED TO THE FIRE MARSHALL AND LANDLORD) IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND RESERVE POWER, OR EQUIVALENT BY SANGAMO OR PARAGON. FOR APPROVAL. WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE 10. REFRIGERANT PIPING: SEC. 15400 - PLUMBING OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH a. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNITS AND F. INSTALLATION: FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND OUTDOOR CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT CHARGE AND 1. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. TEST SYSTEM. REFER TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM IS A. PLUMBING EQUIPMENT: OPERATING, SERVICING, MAINTAINING, AND REPAIRING. HANGERS SHALL INCLUDE ALL 1. REFER TO M SHEETS FOR EQUIPMENT AND FIXTURE SCHEDULES. h. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-1/2"XI-I/2" X1/8" REQUIRED. MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND b_ MATERIALS: OF WORK AND SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT B. GENERAL PIPING REQUIRMENTS: ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY 1. REFRIGERANT PIPING SHALL BE TYPE "L" DRAWN COPPER TUBING (ASTM 588), PIPING OR DUCTWORK. ALL CONDUIT SHALL SE CONCEALED WHEREVER POSSIBLE. EXPOSED ASSEMBLY FIRE RATING. WROUGHT COPPER OR CAST BRONZE FITTINGS (ANSI 516.22), WITH SILFOS-5 SOLDERED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN 1. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE 1. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH JOINTS. LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL 2. SERVICE VALVES, CHARGING PORTS, FILTER-DRIER, SIGHT GLASS, AND A LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR NOTIFY THE TENANT'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE SCREWS. THERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A OTHER CODE APPROVED RACEWAYS. PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY J. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL MINIMUM. BODY FLANGED JOINTS C. INSTALLATION: DATE: 4/01/10 , OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: 2. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE k DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY 1. SIZE LINES WITH ADEQUATE LIFT TRAPS AND DOUBLE SUCTION RISERS AS a. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. NOTED OTHERWISE. NECESSARY TO MEET THE NEEDS OF EQUIPMENT SPECIFIED, FIELD CONDITIONS, AND WIRING) INCLUDING CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC., SHALL BE NO b. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. I. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDED BY THE ELECTRICAL CONTRACTOR. (ALL LINE VOLTAGE WIRING, CONDUIT, AND SCALE: AS NOTED ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS 2. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT 250 PSIG. REDO LEAKING JOINTS MOTOR CONNECTIONS EQUIPMS FROM THE ESPON IBURCE THRU THE THE CTRT AL CONTRACTOR. .ALL HVAC 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY MOTOR OR EQUIPMENT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL HVAC SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTION AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE GAS AND CHARGE SYSTEM. RE-TEST RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND INAL CONNECTIONS IS THE GROSS AREA: 2,548 SQ, FT. BE SPACED AT ,A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE MANAGER PRIOR TO INSTALLATION. LAY-IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND SYSTEM AND CHECK FOR LEAKS WITH HALIDE LEAK DETECTOR. ALL LEAKING JOINTS MUST RESPONSIBILITY OF THE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR, UNLESS REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. BE COMPLETELY RE-DONE UNTIL NO LEAKS EXIST. REQUIRED BY CODES. m. FLEXIBLE CONNECTIONS: 3. UPON COMPLETION OF TESTING, BUT BEFORE INSULATION IS APPLIED, PIPING MUST OTHERWISE NOTED ON THE PLANS)• SALES AREA: 1 ,660 SQ. FT. 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE 3. DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS NECESSARY. UNDER THE ELECTRICAL DIVISION, AND CUTTING SHALL HAVE PRIOR APPROVAL OF THE PROJECT # : 5.857.0210 OR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING 4. REFRIGERANT LINES SHALL BE INSULATED WITH 1 INCH THICK RUBATEX OR LANDLORD. SLEEVES SHALL EXTEND AT LEAST TWO (2") INCHES ABOVE FINISHED FLOOR AND ARMSTRONG REFRIGERANT PIPE INSULATION IN ACCORDANCE WITH INDUSTRY STANDARDS EXPANSION JOINTS. . 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE ALL SLEEVES, OPENINGS, ETC., THRU FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE 2. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE-COATED FLAMEPROOF SEC. 15920 - TESTING, ADJUSTING 4 BALANCING WITH CALCIUM SILICATE, SLICONE "RTV" FOAM, "3M" FIRE RATD SEALANTS OR EQUAL BY HILTI DRAWN BY: bdr APPLICABLE. FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE AFTER CONDUIT/CABLES INSTALLATION SO AS TO RETAIN THE FIRE RATING. TRANSMISSION OF VIBRATION. A. SYSTEM TESTING, ADJUSTING, AND BALANCING: C. PIPING: 3. FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE 4. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES SYSTEM. 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT AS TO NAME AND/OR FUNCTION± DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS I. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED). n. FIRE DAMPERS: CONTRACTOR WHO IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) AND DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1" X 2" IN SIZE AND BE a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE. 1. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO FASTENED WITH POP RIVETS OR SCREWS. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST b. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). FIRE DAMPERS SHALL BE UL LABELED. BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR 5. THE LOCATION OF OUTLETS AND EQUIMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE Firift ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650°F SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC AND THE ARCHITECT/TENANT PROJECT MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY CLAMP WITH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - FUSIBLE LINK, TYPE A, AS MINIMUM. CONTRACTOR. OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. SCREWED JOINTS WITH TEFLOW TAPE ON MALE THREADS. 3. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND c. PITCH WASTE LINES 2" AND SMALLER NOT LESS THAN 1/4" PER FOOT. PITCH LARGER CODE REQUIREMENTS. 2. THE HVAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR 6. PROTECT ALL FIXTURES/EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY MAINS NOt LESS THAN lie" PER FOOt, 4. PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN COST OF REPAIR OR REPLACMENT OF FIXTURES OR EQUIPMENT MADE NECESSARI B't d. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, DOOR IS TO BE 20 GA GALVANIZED DOOR W/ QUICK-OPENING LATCH AND PIANO HINGE. MINIMUM POSITION. FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR PROTECTION. AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED 0. FLEXIBLE AIR DUCT: BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT 1. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS I AND RATED FOR THE OPERATING 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% OF THAT INDICATED ON THE 1. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER± BUT WHERE NECESSARY, THE PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS, OR THE ADDITION OF OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED, litill‘ WALL COVERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED UNDER THIS WORK JUST PRIOR TO (FLUSH WITH FINISHED FLOOR). PROVIDE COVERS WITH INSET AREA FOR CARPETED FLOOR BID. HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. COMPLETION OF PROJECT. , LOCATIONS. ALL CLEAN-OUT LOCATIONS SHALL BE APPROVED BY THE TENANT'S 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR CONSTRUCTION MANAGER. APPROVAL FROM TENANT'S CONSTRUCTION MANAGER. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: 8. PERFORM ANY/ALL NECESSARY ELECTRICAL DEMOLTION WORK THAT IS REQUIRED TO e. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0" IN LENGTH AT ANY ONE LOCATION. a. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. FACILITATE THE NEW INSTALLATION FIELD COORDINATE PRIOR TO BIDS. REMOVE AND/OR APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. p. SUPPLY AIR TAKE-OFF FITINGS: b. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. MODIFY EQUIPMENT, ETC, AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR f. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" 1. PROVIDE CONICAL OR "BELL-MOUTH" TAKE-OFFS FROM MAIN DUCTWORK TO ROUND c. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. DEVICE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES HAVE BEEN REMOVED ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W "HANDI LAV GUARD" BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. d. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER. INSULATION KIT. 2. PROVIDE 45° RECTANGULAR TAKE-OFFS FROM MAIN DUCTWORK TO RECTANGULAR BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. FEEDERS TO PANELS AND WIRING TO OTHER EQUIPMENT TO BE ROUTED CONCEALED IN 2. CONDENSATE PIPING: BRANCHES. e. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES a. CONDENSATE PIPING SHALL BE TYPE "L" DRAWN COPPER TUBE WITH 95-5 q. DAMPERS: FOR EACH LEG, WITH LANDLORD AND TENANT PROJECT MANAGER TO AVOID CONFLICTS. TIN-ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC I. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE f. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. SEPARATION BETWEEN DISSIMILAR METALS. OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. g. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. SEC. 16100 - WIRING METHODS Ul. 2. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, YOUNG'S REGULATORS SHALL h. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET 3. POTABLE WATER PIPING: BE USED. TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). A. CONDUITS: a. BELOW GRADE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 3. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE 1. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. INCHES AND SMALLER. BRAZE ALL JOINTS. TO BE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE j. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). I. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (THIN WALL) ACCORDING TO b. ABOVE GRADE: TYPE 'L' DRAUJN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND LOW LEAKAGE TYPE. k INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. LOCAL CODE AND LANDLORD REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED %MO 95-5 TIN-ANTIMONY SOLDER. 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL AREAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE c. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMPERS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE COMPRESSION OR SET SCREW TYPE. DAMAGE DUE TO WATER HAMMER. r. DIFFUSERS, GRILLES AND REGISTERS: DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN d. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE 1. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE THE REPORT. 2. FLEXIBLE CONDUIT OR TYPE MC CABLE SHALL BE USED FOR FINAL CONNECTIONS TO SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. LIGHT FIXTURES, MOTORS AND VIBRATING EQUIPMENT ONLY± AND WHERE SO USED TO BE WHERE NECESSARY. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL GROUNDED WITH A SEPARATE FULL SIZED GREEN GROUNDING CONDUCTOR. FINAL TYPE e. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL PLAN. CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. MC/FLEX CONNECTIONS SHALL BE LIMITED TO S'-0" IN LENGTH (ARRANGE CIRCUITS SO AS TO PROJECT TITLE UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER METER 3. APPROVED MANUFACTURERS: TITUS IS SPECIFIED, EQUALS BY METALAIRE OR KRUEGER AVOID THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILING AREAS, JUNCTION BOXES IS REQUIRED. IS ACCEPTABLE. SEC. 15920 - TESTING, ADJUSTING 4 BALANCING (CONT.) LOCATED ABOVE LAY-IN CEILINGS ARE ACCEPTABLE). F. SECURE PIPE AT ANGLE STOPS. s. MEDIUM PRESSURE DUCT a. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR STANDARD CONDUIT, AND 1/2" FOR g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a. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY ELECTRO-GALVANIZED. FITTINGS SHALL BE SET SCREW OR COMPRESSION TYPE, FITTING PORTLAND OR 97223 DETERMINE IF A GAS SYSTEM IS REQUIRED. 3. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS AT NO ADDITIONAL COST TO THE TENANT. SHALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RACO, T 4 5, EFCOR OR EQUAL. EMT b. LOW PRESSURE (14" W.C. AND BELOW) GAS LINES SHALL BE BLACK STEEL, SCHEDULE SECTION S. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION 4 MAINTENANCE SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR SPACE #D08 40, ASTM A-I20, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH t. DUCTWORK INSULATION CONCEALED IN INTERIOR PARTITIONS, WELDED JOINTS FOR 2-1/2" AND LARGER. MEDIUM PRESSURE (ABOVE 14" W.C.) SHALL HAVE 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN MANUALS. b. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, WILL BE BY THE GENERAL WELDED JOINTS. INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION B. FINAL HVAC INSPECTION: CONTRACTOR. C. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF MUST COMPLY WITH NFPA 90A. EQUIPMENT. PROVIDE GAS METER AND/OR REGULATOR AS REQUIRED. REGULATOR TO BE 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INSULATE SUPPLY 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE 3. THE USE OF ROMEX OR BX IS NOT PERMITTED. VENTED TO THE EXTERIOR. AND RETURN AIR RECTANGULAR DUCTWORK WHERE SHOWN ON PLAN. DUCTWORK SHALL BE THE RIGHT TO AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC STORE NO. 47257 d. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. INTERNALLY INSULATED WITH 1" THICK, 1-1/2 LB. DENSITY LINER (C.025 9 15°F). LINER IS TO INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND 4. MANIMUM CONDUIT HANGER SPACING SHALL BE 8'-0" FOR 3/4" THRU 1-1/4" AND 10'-0" FOR SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS 1-1/2" THRU 4" CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION STRINGENT. MANUFACTURER TO PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES REQUIREMENTS AT NO COST TO TENANT. 5. LEAVE A 310 AWG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. e. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST-INHIBITING PAINT. TO SE COATED WITH ADHESIVE. f. INSTALLATION, TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE 3. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE 6. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID AND SECURE MANNER, REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 EXTERNALLY INSULATED WITH A MINIMUM OF 1"THICK, 1-1/2 LB. DENSITY (R=5.6) DUCT WRAP USING FASTENERS SUCH AS "CADDY CLIPS" OR EQUAL. SHEET TITLE CODES. WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. a CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK 1. FLASH AND COUNTER FLASH ALL RACEWAYS WHICH PENETRATE THE ROOF OR USE PITCH ELECTRICAL AN D GAS COMPANY AND THE MALL'S MANAGER PRIOR TO BID. INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. POCKETS. INSURE THAT PENETRATIONS ARE COMPETELY WEATHERPROOF. ALL RACEWAY 5. INSULATION: 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND SYSTEMS EXPOSED TO THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL BY a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 15 F) A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH LANDLORD IS REQUIRED TO ADD ADDITIONAL EQUIPMENT LOADS TO STRUCTURE OR TO MECHANICAL SNAP-ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL ASTM C 411, OR AS REQUIRED BY LOCAL CODES. MAKE HOLES IN EXISTING ROOF. NOTIFY LANDLORD'S ROOFING CONTRACTOR AT LEAST 12 CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF 50, u. SYSTEM CLEANOUT HOURS PRIOR TO ANY REQUIRED ROOF WORK SPECIFICATION S APPROVED MANUFACTURER: MANVILLE MICRO-LOK. I. DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. 6. TEST 4 STERILIZATION: 2. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. a. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: 1. TEST POTABLE WATER PIPING AND CONDENSATE PIPING AT 125 PSIG FOR SIX HOURS. 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL BE GAS AND WATER TIGHT. ' 3. TEST GAS PIPING PER NFPA 54 CODES. SHEET NO. • 4. STERILIZE POTABLE HOT AND COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. OCS PROTO RELEASE 1 .1 - 03/2010 FOOT LOCKER INC. (1) (1-1) @ )®< CP 1 102 -9" 1 1 STORE PLANNING DEPT , , 112 WEST 34TH STREET ALL STRUCTURAL COLUMNS 221-1 3/4" EXISTING TO REMAIN 2'-a" 12" EXISTING DEMISING WALL TO I I TO REMAIN - PROTECT PROTECT NEUTRAL 4' / I REMAIN. REPAIR AS REQUIRED TO CONSTRUCTION (TYP PIER DURING NEW YORK, NY 10120 DURING DEMOLITION/ EX. /EX/ _.1'-3 s/ai, MAINTAIN EXISTING CONSTRUCTION. DEMOLITION .) I REMOVE I 0 , 1;1 1- 1 - - - - - - - - - - - - - - - 0 - - - - - —IL\ — \- ARCHITECT: ,----.' I EXISTING STAIRWELL 4 I EXISTING SLATUJALL I / DOOR TO REM,41N. EXISTING DOOR / TO REMAIN. \ I TO BE REMOVED. 1 JAMES M . HAMILL I II 580 DECKER DRIVE N )1 \ /// ..._ , / III I EXISTING SECTION OF - \ EXISTING DOOR TO 5E I REMOVED. I II II L_ ___I SUITE 170 e _...----- 0 \ EXISTING AIM IRVING TX 75062 9 WALL ITO BE REMOVED. \\ I F -1 sENeofRmATic -.._ RELOCATE REAR DOOR 1-1 I D1.0 I En (V TO NEW LOCATION. I I SYSTEM TO BE I I I L REMOVED EXISTING HALLWAY WALLS 4 EXISTING VAV'S ABOVE TO BE ---- \ )__I ale CEILING TO BE REUSED REMOVED 4 REPLACED W/ (1) Z ' EXISTING HALLWAY 0 G.W.B. CEILING TO \ / / TO FULLEST EXTENT POSSIBLE. NEW UNIT - VERIFY 4 45 REMAIN ------_____„,, I REMOVE FREESTANDING AND PERIMETER COORDINATE ALL REUSE/ +1 Z 22 -2 3/5" EXISTING TO REMAIN \v / / FIXTURE SYSTEMS, CEILINGS, AND FLOOR DEMOLITION REQUIREMENTS FOR -6 E EXISTING ELECTRICAL TO 11 COVERINGS NOT UTILIZED N TI-4E NEW MECHANICAL SYSTEM, SHT. M1.0. in 0 BE REUSED TO FULLEST CONSTRUCTION. EXTENT. VERIFY .... I .4 REQUIREMENTS WITH EXISTING DOOR 1 1 ili ELECTRICAL DRAWINGS. TO BE REMOVED. EXISTING SALES/STOCK r — --1 WALL TO 5E REMOVED TO I I UNDERSIDE OF MEZZANINE I I EXISTING REAR XISTING STOREFRONT 4 (ABOVE). G.G.G TO VERIFY L ___... _ ____ _ _I DEMISING WALL ROLLING GRILLE TO BE WALL IN NO WAY SUPPORTS r----1_ TO REMAIN. / STRUCTURE ,4150VE. REMOVED 4 REPLACED L ____F— — 1 V s II II r REMOVE ALL - _ _ _ _..„..------- INTERIOR PARTITIONS j SEAL / I I SHOWN DASI-ED. EXISTING SLATWALL N n ,, y TO BE REMOvED. I , ) : . .. , 1 1 'olinw I JAMES M. HAMM,. A INTERIOR \ EXISTING DEMISING PROTECT NEUTRAL . - 813 ..•.•?. SERvICE CORRIDOR I WALL TO REMAIN. PIER DURING • REPAIR AS REQUIRED v.:- ' . TO MAINTAIN EXISTING EXISTING TOILET ROOM/ ,e y, CONSTRUCTION. DOOR TO REMAIN. VERIFY PROPER WORKING ORDER. NO—E : IDLE —0 FIXING IREOLIIIREEN—6 I— IS REVISIONS EX—fREN1E_Y IVIP0fRTANT TI—IAT AN AND AL— NO. DESCRIPTION DATE D ISCtREFANCIES IN D IVIENSIONS BETWEEN DIRAWINGS AND ACTL,A_ CONDITIONS SI IA__ BE I"ED I ATE_''1 REFCTED TO TI—IE CONSTIRL,CT ION '''''ANAGEIR AND STORE FLANNEfR. NO NEW CONSTIRLICT ION SI—IALL BEGIN LA— IL ALL D lENSIONING 155,E5 AE RESOLVED. . DATE: 4/01/10 0 DEMOLITION PLAN SCALE: 1/4" = 11-0" SCALE: AS NOTED GROSS AREA: 2,548 SQ. FT. 1. PRIOR TO COMMENCING ANY WORK CONFIRM WITI--I THE LANDLORD THAT THE SPACE IS THE DESIGNATED SPACE AS SHOWN IN THE DRAWINGS. REPORT ANY DISCREPANCIES TO THE PROJECT MANAGER. SALES AREA: 1 ,660 SQ. FT. 2. CONFIRM LOCATION OF ALL LEASE LINES WIT!-4 LANDLORD REPRESENTATIVE PRIOR TO DEMO. PROJECT # : 5.857.0210 3. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR DESIGNATED AGENT. \ DRAWN BY: bdr '''N,, EXISTING 4. PROTECT ALL AREAS NOT INCLUDED IN THE WORK. ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION 'o G.C. EXPENSE (SEE SPECIFICATION). MALL BULKHEAD ?_: .. REMOVE ENTIRE I- 5. NOTIFY THE TENANT PROJECT MANAGER AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. THE REMOVAL AND/OR 0 Z STOREFRONT INCLUDING ANDLING OF HAZARDOUS MATERIALS (E.G. - A.C.M.) IS NOT PART OF THIS WORK. IF ANY DISTURBANCE OF HAZARDOUS MATERIAL IS ANTICIPATED BY THIS 4 0 w H W _...----- GRILLE, GLASS, filift WORK, AUTH0fRITIES MUST BE NOTIFIED 4 PRESCRIBED PROCEDURES MUST BE FOLLOWED. a Li- SIGNAGE AND CEILING V °I ' ' / / SYSTEM (TYP) I K ‘7. NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS SPECIFICALLY NOTED. 2 i / / / Vet cD / -I. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFE HE RENCE ONLY AND MUST BE FIELD VERIFIED AT T SITE. UPON COMPLETION OF DEMOLITION, ALL __1 k.1 Z N / N PROTECT EXISTING CONDITIONS AND DIMENSIONS ARE TO BE CI-4ECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT PROJECT MANAGER. ANY 10 1- S) NEUTRAL PIERS DURING UNNOTED EXISTING CONDITIONS WI--IICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL 0- 5( CONSTRUCTION - SHALL BE IDENTIFIED AND REPORTED TO THE TENANTS PROJECT MANAGER AT ONCE fq w X REMOVE FIN161-4E5 AS cl 16 REQUIRED TO INSTALL a REFER TO ARCHITECTURAL F'RAL AND ME DRAWINGS FOR SCOPE OF NEW WORK AND TO CONFIRM TERMINATION' AND/OR REMOVAL OF EXISTING FIXTURES, >_ a_ I I NEW TENANT FINISH 4 DEVICES AND SERVICES. C / N REVEAL TO CENTERLINE OF IFIL 9. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROV / / / / PIER/ LEASE LINE. ED E3Y LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S _,_ REPRESENTATIVE. / N f ' . \ \ 10. EVALUATE THE EXISTING TOILET ROOM (CONFIGURATION AND FIXTURES) TO DETERMINE THE LIMIT OF SERVICEABLE ELEMENTS. TOILET ROOM AND PLUMBING FIXTURES MUST MEET ALL APPLICABLE CODES (SEE SHEET A13) AND TI--IE FIXTURES MUST BE IN GOOD CONDITION. COORDINATE W/TENANT P.M. ‘111111 PRIOR TO ANY DEMO. 2 '-0" LEASE LINE TO LEASE LINE (VIF) / / 11. COORDINATE WITH ANY LANDLORD VENDOR OR CONTRACTOR TO DETERMINE THE EXTENT OF WORK FOR ROOFING, PLUMBING, FIRE-PROTECTION, SMOKE EXHAUST, ETC AN INFORMATION 5I-IOUJN IS TO BE VERIFIED IN FIELD. 111111110 12. MAINTAIN AND/OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED FIRE RATING AS REQUIRED BY ANY CODE OR REGULATION. PROVIDE AND/OR MAINTAIN FIRE STOPPING AS REQ'D BY CODE. 13. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY SCI--IEDULED TO REMAIN 0 STOREFRONT DEMOLITION ELEVATION SCALE: 1/4" = 1'-0" PROJECT TITLE WASHINGTON SQUARE 9585 SW WASHINGTON SQ. PORTLAND, OR 97223 SPACE #D08 STORE NO. 47257 EXISTING INTERIOR WALL OR DEMISING WALL TO REMAIN. SHEET TITLE EXISTING INTERIOR WALL, DEMISING WALL OR OTHER ITEM TO E REMOVED. DEMOLITION PLAN SHEET NO. D1 • 0 , DEMOLITION NOTES LEGEND CCS PROTO RELEASE 1 .1 - 03/2010 FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M . HAM I LL D EX. STORAGE PASSAGE I D C 0 0 580 DECKER DRIVE i 102'-9" i i i Z SUITE 170 25'-10 1/2" i 5" 8'-11" 5" , 66'-5" , , 42.0 I RVI NG, TX 75062 / STRAPPING STRAPPING TYPE 'B' STRAPPING 1 TYPE 'A' r TYPE 'A' - - -- f - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ,- �� n - - - - - - - 4LJ- -1I- - -1f- -1 (- - -1f- -1f- -1 (- - -1" - - - - lif- -1I- - -11- - -1I- - -11- - -1 I- -1 - i n EX. STAIWAY ® �' I :I.- I ® l - S7PEG� L - JL - JL - JL - JL - JL - J L - JL - JL - JL - JL - JL JL - J !/ - 0 - - ( - -� r �� `r ;n I, O EQ. BAYS 24" O.C. O 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" O 1 EQ. BAYS m 24" O.C. ��Fiji O - - - , (:: SS AI2 = 14'-0" HOLD HOLD HOLD HOLD HOLD HOLD = 14'-0" HOLD 4" 0 4X I 1I 3 0 m; --_ i HOLD HOLD HOLD HOLD HOLD HOLD i HOLD EX. PASSAGE - - 1■ 14 `v - i, © - II 811 \\ 2 11'-3 I/2" EXIS ING 3'-0" 2'-4" \ J j A5.2 i a Al2 NI 'z I 0 A2.0 i NEW[� 1 EX. t .¢ ,4 1 i !, 1Z i j (TYP.) ' p M .401 ' O 11/2' III I SALES AREA I ,21-N9Eu al EX. TOILET ROOM I III w SEAL® ( FITTING ROOM i = M i i \CENTERLINE OF CASHWRAP 4 DECKWALL ' E 1 �O - cA 5 -0 i i i c„ tJJ , "�� A l AI3 STOCK AREA ' III ' I .4 �� ,, ',� ,- L u u_ _ , w --� r' `�.A3- - 412 HI I = -� -) --1 TT ® EXISTING ELECTRICAL / ,> ` / Gi _ ! X545 EQUIPMENT TO BE REUSED / _ _ _ \ - ' ii 14 © i TO FULLEST EXTENT. ,j i _ III i \ / i i i ,yA .. . VERIFY WITH ELECTRICAL 3X v / �I I0 - - 6:‘ „ ,a,,,to DRAWINGS. i T �� III = 412 452 _ �. � i Li1 0 0 ���A4 . ' = ii 2'-0" _s7 -- 24" 14'-10 I/2" HOLD 24" 6�� ; a I ". o� �y� 5 Ea BAYS m O.C. 12 EQ. BAYS e O.C. I )• 777- - -�=-: } i A13 _ K • : --°-___f(J I _ _ = 10'-0" HOLD1 6" _ 6" = 24'-0" HOLD _ i i_i ' I I \ II I O HOLD . HOLDy Q I ENTRY REVISED REVISIONS 1 I I © \ I I .41± - - - - - _ - 7 I- - 7 r- - -11- - �f r- - -1 l- - -f r- - -1 r - -I 1- - -1r- - -1 - -1 r- - I TO sHOw B'-m" W EXISTING DOOR TO BE RELOCATED, IF 1R • 1 `I I ( _ 412 r r I �___-�_�___ �� ___��- -1-___� , rt, I ROLLING GRILLE POSSIBLE, TO NEW LOCATION. G.C. TO A 41/t* ® _ �, � Yl if Kl �N _ _ _ _ _i_ _ _ _ __ _ I `� ill Y� fl fl Y ft K� Ill I �:� NO. DESCRIPTION DATE I VERIFY IF HARDWARE MODIFICATION �`�� , _ ,� _ __ _ - - _ _ _ 1.17E �L - J L - __ - J L J L - J 1 tII I MI__ - JUL - JIIL - JIIL - JIIL - JIIL - JIIL - JIIL - JIIL - JIIL - _III- -i- -AIL - I I - - - - - - - - - _ - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - 1 PER LANDLORD 4/28/10 IS POSSIBLE FOR REVERSE SWING AT 14" 3'-0" - � "- - - - - - � �` Gii ■ � THE JOBSITE. IF RELOCATION IS NOT ��, � _ r j] j �� 2 i 3 P NELS g 3'-4" O.G. 1' 4 TENANT COMMENTS POSSIBLE, G.C. TO PROVIDE NEW 5" Alt EQ. = 10'-0" EQ. STRAPPING STRAPPING TYPE D STRAPPING 2 PER LANDLORD 5/18/10 DOOR. INTERIOR V.IF. SERVICE CORRIDOR 1'-0" HOLD I 5'-0" TRAPPING 18" TYPE 'A' I 50'-11 3/8" TYPE 'A' i 3._0.. I NOTE: REFER TO DRAWING 4 TENANT COMMENTS TYPE 'G' OL i I 4 5/8" HOLD EXISTING TOILET ROOM CEILING 5" 5" 5" AI.2 FOR LOCATION OF AND FIXTURES TO REMAIN. G.G. FITTING ROOM I IN-WALL STR4PP I NG. TO PATCH AND REPAIR AS 6" METAL STUDS TO DECK READ. AND RETURN TO 5/8" GYP TO 1I'-0" AFF. 'LIKE-NEW' CONDITION PER LANDLORD REQUIREMENTS: \ NOTE: STRAIi=ING G.G. TO SCOPE 4 JET EXISTING PLUMBING. DIMENSIONS MUST EXTEND (o " MIN. BEYOND FIXTURE DATE: 4/01/10 DIMENSION, TERMINATING AT A STUD. SCALE: AS NOTED GROSS AREA: 2,548 SQ. FT. SALES AREA: 1 ,660 SQ. FT. REFER TO DRAWING PROJECT # : 5.857.0210 NOTE : DUE TO F I XTUR I NG REQUIREMENTS IT IS ' 45'O FOR FIXTURE DRAWN BY: bdr EXTREMEL)' IMFORTANT THAT ANT AND ALL PLACEMENT. D ISCREFANCIES IN DIMENSIONS BETWEEN DRAWINGS AND ACTUAL CONDITIONS SHALL BE IMMEDIATELY REFORTED TO THE \ Pi% CONSTRUCTION MANAGER AND STORE FOR FART I T I ON r'iPE S 4 PLANNER NO NEW CONSTRUCTION SI-IALL DETAILS SEE SHEET 41.1. ittlit BEGIN UNTIL ALL DIMENSIONING ISSUES ARE RESOLVED. Q INE 4ik CONSTRUCTION PLAN SCALE: 1/4° = 1'-0" CONSTRUCTION NOTES DOOR AND FRAME SCHEDULE DOOR HARDWARE NOTES DOOR HARDWARE NOTES - ADA Irit 1. INSPECT THE CONDITION OF EXISTING DEMISING PARTITIONS 4 STOREFRONT CONSTRUCTION AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ADA 4.13.5 DOOR WIDTH AND HEIGHTS: %Id DECK AS REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPACKLE TO PREPARE FOR FINISHES DOOR DOOR SIZE/LOCATION FINISH* FRAME HDW. I-4/J THRESH RATING REMARKS I. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, REQUIRED EXIT DOORWAYS ARE TO HAVE A CLEAR OPENING NOT LESS THAN 32 ZIM7 TYPE MAT. GR. DETAIL DETAIL STYLE AND APPEARANCE. INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR 2. UPON POSSESSION OF THE PREMISES, ENTIRE SPACE DIMENSION SHALL BE VERIFIED. G.C. SHALL SUBMIT NOTED DISCREPANCIES TO THE OWNER, ARCHITECT, AND 2. IF NEW, ALL HARDWARE IS TO BE 26D FINISH. DOOR AT A 90-DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A MILLWORK CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. - 8'-0"W X 101-1"1-1 MILL - - - FLOOR SUPPORTED HORIZONTAL ROLLING PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32-INCH NillildP 1 - HARDWARE 8HALL BE MOUNTED AT NOT LESS THAT 36 OR MALL TO SALES GRILLE - MANUAL - NOTE "5 �� CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF 80 3. WHEN RE-USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE PROPER FIRE RATING. PATCH ALL VOIDS INCLUDING AL �� �� SOLID CORE BIRCH DOOR W/2 COATS OF CLEAR SATIN MORE THAN 48 ABOVE FLOOR INCHES. ALTHOUGH SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6 DECK FLUTES WITH NON-COMBUSTIBLE MATERIALS. O SOLID 3 -(a X 1 -0 X 1/3/4" P_3 METAL 2A 5-6/Al2 - _ POLYURETHANE.DOOR MUST BE SANDED BETWEEN COATS ST THROUGH 14 ALSO REQUIRE SPECIFIC AREAS TO BE ACCESSIBLE. DOORS TO WOOD SALES TO STOCK 3. PROVIDE WEATHER RIPPING AND ADA THRESHOLD AT EXTERIOR DOORS. ALL THRESHOLDS SHALL NOT EXCEED THESE AREAS WOULD ALSO HAVE TO HAVE A 32-INCH CLEAR OPENING. 4. STOREFRONT IS TO BE SUPPORTED FROM THE FINISHED FLOOR OR BY STRUCTURAL MEMBERS ONLY AND ARE NOT TO BE ATTACHED TO OR SUPPORTED BY THE EXISTING DOOR BULKHEAD OR SIGNBAND. ONLY APPROVED HORIZONTAL BRACING TO THE STRUCTURE WILL BE ALLOWED. REFER TO LANDLORD CRITERIA DETAILS. ® STOCK TO TOILET EXIST. EXIST. 3 - - - SEE 43.0 AND NOTE "S ON 41.0 1/2" MAX. HEIGHT. ADA 4.135 THRSHOLDS: 5. ALL SLAB PENETRATIONS MUST BE APPROVED IN WRITING BY THE TENANT COORDINATOR PRIOR TO THE COMMENCEMENT OF WORK. GENERAL CONTRACTOR ® 4. A NEW SECURITY EXIT DEVICE WILL BE FURNISHED AND THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2" INCH HIGH. BEVEL OR EXISTING EXISTING DOORS EXISTING DOORS TO REMAIN. VERIFY PROPER PROJECT TITLE EXIST. EXIST. - - - - INSTALLED BY SECURITY SOLUTIONS, 405-316-1600. SEE SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANTS PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE DAMAGE. to STAIR/ STORAGE - _ OPERATION - REPAIR IF REQUIRED DETAIL 8/E4.1 FOR ADDITIONAL INFORMATION. THAT NO SINGI.F. VERTICAL CHANGE OF ELEVATIONS EXCEEDS 1/4" INCH. 6. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE FROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWId':E. O SUPP IE. SALE T O FITTING /RM FINISH WOOD PRE-FAB 4 2,3/41.2 - - SEE 4/A1.2 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE ADA 4.135 HARDWARE WASHINGTON SQUARE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED 1. PATCH 4 FIRE STOP G.W.B. PARTITIONS AS REQ'D BY LOCAL CODES. O VENDOR 2'-0" X 4'-9" X 1 3/4" PRE- PRE-FAB 4 2 3/412 - - SEE 4/41.2 (FOR REFERENCES OR EFFORT. BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT ARE 9585 SW WASHINGTON SQ. SUPPLIES SALES TO FITTING RM FINISH WOOD HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE O. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON TI-4E CONSTRUCTION DOCUMENTS. DO NOT SCALE. 6. HARDWARE AT SERVICE DOOR SHALL BE BUILDING OPERABLE WITH A SINGLE EFFORT Sr LEVER TYPE HARDWARE, BY PANIC BARS, PORTLAND OR 97223 1R RELOCATED 31-0" X 11-0" X 1 3/4" FTD METAL S 5,0/41.2 EXIST. �5 MIN. EXIST'G-c SEE NOTES #x,5,(0,8 STANDARD AS WHEN REQUIRED BY THE LANDLORD PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. (VERIFY) STOCK TO EXIT CRITERIA. PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. ALL HARDWARE TO COMPLY WITH ADAAG AND LOCAL HANDICAPPED CODE REQUIREMENTS LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN SPACE #D08 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS T!-IAT CONFORM TO UL QQ DENOTES AN EXISTING DOOR Q DENOTES A RELOCATED DOOR ' SEE DRAWING A3.0 FOR INFORMATION ON DOORFRAME FINISHE5. 1. UNDER CUT TOILET ROOM DOOR 1" TO PROVIDE AIR TI-4E DIRECTION OF EGRESS. STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE FLOW. TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH HARDWARE SETS ADA 4.13.10 CLOSERS: PENETRATION WITH ALL VARIABLES DEFINED. 8. REPLACE DAMAGED OR MISSING HARDWARE. REPLACE THE MAXIMUM FORCE TO OPERATE DOORS CANNOT EXCEED 85 LBS. FOR 47257 LOCK CYLINDERS AND PROVIDE TENANT WITH (2)NEW EXTERIOR DOORS AND 3 LBS. FOR INTERIOR DOORS, REQ'D FIRE DOORS MAY STORE NO. Ii. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS,GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. A4 SET NO. I SET NO. 2A SET NO. 25 SET NO. 3 SET NO. 4 SET NO. 5 KEYS. REQUIRE UP TO 15 LBS. PRESSURE. THE PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING 12. PROVIDE 4 INSTALL BROWN PAPER COVERING TO THE STOREFRONT GLAZING DURING MERCHANDISING. SELF-SUPPORTING DOOR TO EGRESS: NON-EGRESS DOOR: 11/2 - PAIR OF BUTTS HARWARE FURNISHED BY 11/2 - PAIR OF B 9. REPLACE U-CHANGE CYLINDERS ON STOREFRONT UTTS DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE ROLL-UP GRILLE 1 1/2 - PAIR OF BUTTS 1 1/2 - PAIR OF BUTTS 1 - PRIVACY LOCK SET VENDOR, INSTALLED BY T.G.C. 1 - PANIC HARDWARE SET A DOORS WHEN EXISTING AND PROVIDE TENANT WITH (2) UTILIZED TO MEET TI-4E REQUIREMENTS. 13. MOBILE SHELVING UNITS WHEN SPECIFIED -PROVIDE A SMOOTH LEVEL FLOOR FOR INSTALLATION OF UNITS. I - LATCH SET 1 - LATCH SET I - WALL STOP 2- STANLEY "F-110 SPRING I - WALL STOP KEYS (BY SECURITY VENDOR) INSTALL UNITS PER MFG. INSTRUCTIONS AND GUIDELINES. ADVISE PROJECT CONSTRUCTION MANAGER IMMEDIATELY LOADED HINGES 4 1/2" X ADA 4.14 ENTRANCES: SHOULD ANY FIELD CONDITIONS IMPACT PROPER INSTALLATION. FURNISHED AND I - WALL STOP I - WALL STOP 3 - SILENCERS 4 1/2" FIN D26 2 - KICK PLATES ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE SHEET TITLE INSTALLED by TENANT 3 - SILENCERS 3 - SILENCERS 2 - KICK PLATES I_ SCHLAGE 580 PD i - SURFACE MTD. DR MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS "ANY ENTRANCE TO 14. WHEN EXPANSION JOINTS EXIST, TENANT GC TO FURNISH AND INSTALL MOVEMENT JOINTS (UK) LTD 23/W-050 OR EQUIVILANT. GRILLE INSTALLER 2 - KICKPLATES 2 - KICK PLATES 1 - WALL STOP, JUPITER' STOREROOM (3/4 HR DOOR) A FACILITY, WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC I - CLOSER I - CLOSER SATIN CHROME LEvERSET FIN D26 I - CLOSER MAJOR FUNCTION OF THE FACILITY." HANDICAPPED RECESSED DOORMATS ARE Cp N STR U CTI t�N HARDWARE FURNISHED 4 I - PEEP HOLE REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR GRILLE POST SIZING CHART INSTALLED BY T.G.0 I - WALL STOP, SATIN CHROME TRAFFIC. ' e 1- DOOR STOP IN HINGE ADA 430 ENTRANCE SIGNS: P LAN ALL BUILDINGS ENTRANCES TWAT ARE ACCESSIBLE TO AND USABLE BY GRILLE GRILLE OPEN'G GRILLE OPEN'G GRILLE OPEN'G PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE OPEN'G WIDTH WIDTH WIDTH WIDTH STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. TO 12'-0" 4 LESS 12'-I" 4 OVER 16'-0" 4 LESS 16'-I" 4 OVER BUTTS: IVES STANDARD WEIGHT 5 KNUCKLE WALL STOP: IVES, "401CCV LEVEL I SECURITY SPEC. ENCLOSED MALL STORES: BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. GRILLE OPEN'G HT j BEARING HINGES "SBBA 4 1/2" X 4" SILENCER: IVES, "SR64 PANIC HARDWARE SET "A" 10'-O" 4 LESS HSS 3"x3"x1/8" HSS 3"x3"x3/16" L 'i1220F000F PANNEX EXIT DEVICE -ALARMED/FIRE RATED/AC POWERED 4 BATTERY BACKUP PASSAGE SET: SARGENT i0U15 LEVER DESIGN REDUCER STRIP: SEE SILL DETAILS GRILLE OP-O" HT ������������� IF'S11182800 DOOR LOOP - FOR AC POWER 10'-1" TO 12'-0" HISS 3"X3"Xl/8" HSS 3"X3"X3/16" j % PRIVACY LOCK SET: SARGENT 10U65 'L' LEVER DESIGN 1PS1100000 POWER SUPPLY (NO BATTERY) SHEET NO. • 0 GRILLE OPEN'G HT HSS 3"X3"X3/16" HSS 3"X3"x3/16" KICK PLATE: VESB"84005 S32D-12X3-OCSERIES 316B03A4C2 MORTISE CYLINDER - FOOTLOCKER 121-1" 4 OVER �// K204FACTRY FACTORY COMBINATION KEY (:f'.s PPC TC) RP! FASP 1 1 - (1f4/9(11 C1 i 1) ALL METAL STUDS TO BE CEMCO F.C.B.°. #3403-P 3 5/8" x 25 GA. AT la" D.C. THROUGHOUT STORE AND 3 5/8" X 25 GAUGE AT loo" o.c. AT STOREFRONT UNLESS NOTED OTHERWISE. ALLOWABLE UNBRACED HEIGHT AS PER CHART BELOW. NEW FULL HEIGHT DEMISING PARTITION OOT LOCKER, NC. METAL STUD SIZE MAXIMUM UN-BRACED HEIGHT , _ ^ STUDS W/ (1) LAYER OF �✓/8" TYPE "X" 3-5/8" TOP TRACK 3 5/8" X 25 GA. 11'-3" I` GWE ON BOTH SIDES OF 6" x 22 GA. MTL. 3 5/8" x 20 GA. 14'-0" STUDS e 24" O.C. PARTITION MUST / 3 5/8" x 16 GA. 18'-0" CONFORM TO 1-HOUR FIRE RATING (UL46 5 6" X 25 GA. 16'-0" OR UL 419 ACCORDINGLY) AND LOCAL DECK DECK STORE PLANNING DEPT 6" X 20 GA. 21'-0" 6" X 16 GA. 25'-0" CODES. 112 WEST 34TH STREET 2) ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. 1" EXISTING TOP TRACK j% NEW YORK, NY 10120 ALL MANUFACTURERS AND F.C.B.°. a TO BE STRICTLY NEW D H I S I\G PART 1 I ION ` ADHERED TO BY G.C. UNLESS APPROVAL FOR EQUAL 44 ; % SUBSTITUTION IS RECEIVED FROM THE BUILDING NEW METAL WIRE NETTING ("TURKEY FIN. CLG.s DEPARTMENT. WIRE") SECURED TO METAL STUD AT ARCHITECT: 3) ALL GYP. WALL BOARD TO SE 5/S" TYPE "X" 16" O.C. HORIZONTAL RUNS USING 16 THROUGHOUT. ATTACH w/ 1" TYPES DRYWALL SCREWS 12" GAUGE 2" STUDS 3 5/8" X 20GA. DIAL. O.C. VERTICALLY AT STUDS AND S" O.C. AROUND - - BRACING ' 48 D.G. TO JAMES M . HAM I LL STRUCTURE ABOVE. 3PL �IDR�DRETARDANT 580 DECKER DRIVE PERIMETER. ,$) /,_, FIN. CLG. METAL STUD CHART EXISTING PARTITION TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MAINTAIN t . SUITE 170 dlleismilliiiiiiiiiiiiiiiIIIIIIIIImilloolimur-NOTE: EXISTING FIRE RATING AND ANY NEW TENANT G.C. TO EXTEND IRVING , TX 75062 FINISHES. r) EXISTING DEMISING WALL G.W.B. AT PARTITIONS AND/OR FURRING 6" METAL TO 6" ABOVE NEW CEILING. JOISTS ,�" D.G. 3 5/8 MTL. STUDS 16 D.C. WITH (SALES AREA SIDE ONLY) REFER TO EXIs G PARTITION I (1) LAYER 5/8" "TYPE-X" G.W.B. INSTALL REQUIRED INWALL RUN UP FROM SLAB TO G.W.B. PERIMETER WALL FIXTURE SYSTEM METAL STRAPPING FOR WALL FIXTURE CEILING. (TYPICAL BOTH SIDES) il, SYSTEM. ADD (1) LAYER OF 1/2" 5/8" TYPE "X" G.W.B. DETAILS FOR METAL STRAPPING TYPE "X" G.W.B. ON TENANT SIDE - CEILING (BLOCKING) REQUIREMENTS FINISHE CEILING HT To �" ABOVE SHEET A1 .2 AND A5. 1 EXISTING FULL HEIGHT DEMISING r ° 3 5/8" METAL STUDS PARTITION TO REMAIN. PARTITION IS NOT 141 X16" O.G. W/ 5/S" G.W.B. RATED 45 PER LANDLORD RETURN AIR W BOTH SIDES PLENUM REQUIREMENTS. PATCH AND EXISTING DEMISING WALL N / OTE: PARTITION TYPES REFER TO REPAIR AS REQUIRED TO MAINTAIN STUD DEPTH NOT GAUGE. REFER TO EXISTING CONSTRUCTION AND ANY NEW FINISHES. I"" 3-5/8" BOTTOM TRACK METAL STUD CHART TO DETERMINE 3-5/8" BOTTOM TRACK SEAL EXISTING BOTTOM TRACK �` THE PROPER GAUGE OF STUDS TO �►,!, E X f�_ I I1NG PAR I ITION 10� FIN. FLR /1 FIN. FLR $ FIN. FLR USE. 42 \ vA AMES M. HAMILL •, 1873 PARTITION NOTES IR ;NG ph „ , 410g' '.> EXISTING MASONRY DEMISING PARTITION TO REMAIN. REPAIR AS REQUIRED TO - - - - ■■■■■■■■■■ MAINTAIN EXISTING FIRE RATING. AMM�M���. ' ,�,, " PREPARE WALL FOR ANY NEW FINISHES. A REVISIONS NO. DESCRIPTION DATE EXIS- 'G D-=MISI\G A - I 110\ D MIST\G ,,,A__ 4 I\-E IOR PA - ITIO\ IN-ERIOR FAR I 1- 10\ Al B Dl ID2 PATIT [O\ =�RI\G . ( IN SALES AREA) PARTITION TYPE "A" PARTITION TYPE "B" PARTITION TYPE "Dl " PARTITION TYPE "D2" DATE: 4/01/10 DECK $ SCALE: AS NOTED /// /// ,/�/// 3-5/S" TOP TRACK 3-5/8" TOP TRACK , /' / / / GROSS AREA: 2,548 SQ. FT. T //,,""j" j% 3-5/8" TOP TRACK SALES AREA: 1 ,660 SQ. FT. //// DECK j DECK DECK PROJECT # 5.857.0210 > EXISTING UPPER MEZZANINE MEZZANINE / / CONSTRUCTION TO / EXISTING G.W.B. ON FRONT SIDE DRAWN BY: bdr / REMAIN OF MEZZANINE WALL TO REMAIN. j, VERIFY EXISTING CONDITIONS / //- / AND REPAIR AS REQUIRED. / ENSURE G.W.B. TO DECK ABOVE. FIN. CLG.� / '" PROVIDE BRACING AS 3- /8" TOP TRACK ///. /I REQUIRED I Pal% 3-5/5" TOP TRACK li 1 kii.1.1 I - (1) LAYER 5/S" TYPE "X" 3 5/0" MTL. HORIZONTAL (1) LAYER OF 8" "TYPE X" G.W.B. G.W.B. ON 3 5/S" MTL BRACING AS REQUIRED RUN FROM SLAB TIGHT TO DECK 1A LLIJ,4Y 5 10C' 00 STUDS - TYPICAL BOTH ABOVE - ALIGN WITH BACKSIDE 3 5/8" MTL. STUDS e 16" O.G. SIDES OF STOREFRONT SOFFIT WITH (1) LAYER 5/5" "TYPE-X" G.W.B. RUN UP FROM SLAB TO LAYER 5/S" TYPE "X" MEZZANINE STRUCTURE ABOVE. G.W.B. ON 3 5/8" MTL (TYPICAL BOTH SIDES) 3 5/8" MTL. STUDS - 16" O.C. WITH STUDS ' l6" O.C. int 3 5/8" MTL. STUDS e la" D.C. (1) LAYER 5/8" "TYPE-X" G.W.B. WITH (1) LAYER 5/8" "TYPE-X" G.W.B. RUN UP FROM SLAB TO G.W.B. WING WALL TO EXTEND TO THE CEILING. (TYPICAL BOTH SIDES) LOWEST POINT OF THE EXISTING RUN UP FROM SLAB TO G.W.B. SOFFIT. STRUCTURE AT THE SALES WALL TO EXTEND TO THE OC OO � � - A NON-SALES WALL - ('PAINT LOWEST POINT OF THE EXISTING LINE') REFER TO INTERIOR STRUCTURE AT THE SALES - ELEVATIONS AND COORDINATE NON-SALES WALL - ('PAINT Ulla EXACT HEIGHT WITH PROJECT LINE) REFER TO INTERIOR NEW SALES/ STOCK WALL TO CONSTRUCTION MANAGER ELEVATIONS AND COORDINATE BE LOCATED AT FRONT SIDE EXACT HEIGHT WITH PROJECT OF MEZZANINE WALL ABOVE. CONSTRUCTION MANAGER VERIFY EXACT LOCATION AT PROJECT TITLE THE JOBSITE. - - - 3-5/S" BOTTOM TRACK 3-5/8" BOTTOM TRACK 3-5/S" BOTTOM TRACK 3-5/5" BOTTOM TRACK WASHINGTON SQUARE 9585 SW WASHINGTON SQ. 3-5/0" BOTTOM TRACK / FIN. FLR s / FIN. FLR FIN. FLR s FIN. FLR PORTLAND, OR 97223 SPACE #D08 , FIN. FLR s STORE NO. 47257 ler IIIIIIIrffillg SHEET TITLE PARTITION TYPES • I\TEfIOR PARTITION INTERIOR PARTITION • l\ HtOfP4 - ITIO\ • [\ IERIOR FAR- I - 10\ • rNEIO FART I- IO\ WING ,,,AL Lg SHEET NO. • 1 PARTITION TYPE "E" PARTITION TYPE "F" PARTITION TYPE "G" PARTITION TYPE "H" PARTITION TYPE "J" CCS PROTO RELEASE 1 .1 - 03/2010 FOOT LOCKER INC. . G.W.B. ON METAL STORE PLANNING DEPT PRE-FINISHED PRE-FINISHED FRAMING (TYP.) 112 WEST 34TH STREET 3/4" X 6 MDF 6" 6" 3/4" X 6" MDF WALL CAP WALL CAP / / / / \// INSTALL CORNER GUARD OVER NEW YORK, NY 10120 ACRYLIC WALL PANEL (WHERE REQUIRED) (TYP.) ,„„,„„„„„„„i„�„ �1,��,l„���,�I„411 ACRYLIC WALL PANEL 1/2" '—� 1/2" 1/2" -� I/2" 3 5/S" MTL STUDS (WHERE REQUIRED) (TYP.) ARCHITECT: I I I I W/ 5/S" TYPE 'X' GWB SALES/STOCK WALL BOTH SIDES (TYP) i "■' SEE A1.0 FOR JAMES M . HAM I LL PARTITION TYPE 1L 580 DECKER DRIVE , :] NIINIR OR SUITE 170 RVI NG , TX 75062 5" 13'-S" HOLD 5" / / / / G.W.B. ON METAL FRAMING (TYP.) 2" X2" X72" HIGH CORNER GUARD W/ CLEAR BRUSHED ALUMINUM FINISH BY TENANT G.G. NOTE: BOTTOM OF CORNER GUARD STARTS AT TOP OF WALL I q DECK WALL FRAMING SCALE: 1" = 1'-0" g CORNER GUARD - 1' C SCALE: 3" = -0" ■ i NON_SALES � L Ali Al 111/ A i 2„ I/2" 3 -O„ 1/2" 2.. 1, / / / / / / t GENERAL CONTRACTOR 2" 2" ! DAMES M. HAM,ILC TO CUT CASING IN FIELD. + 8 1/2" ,-1/2" 1'VfN��3EXAS MITER ALL CORNERS. ,_C, • PASSAGE 41.2 -�-�-, �` 9 ,�„a, SALES PASSAGE 1 c+. x . �z . 3, 0 w ✓r' `aCS' - G.W.B. ON MTL FRAMING (TYP.) r M ! , co >_ / / csi --_-- — \ i �'-m" A.F.F. a....,�e Ill 7 2 r - - _ REVISIONS WOOD CASINGS PLANE / `� i `�\ 1 —�� AT WOOD CASINGION SMOOTH PRIOR TO \\\\ G -, '`L_____J--- 2" \ N, Nz PAINTING. - � NO. DESCRIPTION DATE TENANT G.C. SHALL / i 1/2H 2" 4 7/0" / INFILL ALL NAIL HOLES SALES AREA FRAMING (TYP.) / WITH WOOD PUTTY G.W.B. ON PREFIN, 1" X 4--r/a" MTL FRAMING (TYP.) PROVIDE ANCHORS MDF JAMB THREE (3) PER JAMB P / STIFFENER SCREWS PREFIN. 3/4" X 2" AT 24" O.G. MDF TRIM ( 8 \. DOOR HEAD SCALE: 3"=1'-0" 7 DOOR JAMB SCALE: 3"=1'-0" 6 ) DOOR HEAD SCALE: 3" =1'-0" 5 DOOR JAMB SCALE: 3" =1'-0" DATE: 4/01/10 3 SCALE: AS NOTED A1.2 GROSS AREA: 2,548 SQ. FT. . 7 N SALES AREA: 1 ,660 SQ. FT. I 3'-m" ji PROJECT # : 5.857.0210 ot -1'-0" // - - +SINGES PRE- / % DRAWN BY: bdr OPEN MORTISED J 0 ' L 1 0°i (DOOR ONLY) Ii - - q \ 3" x 3/4" lm'-O" A.F.F. 7 REQUIRED 0 'J' BOX, IF / MDF FR 4ME �: i/� �. ELE CRIOAL \I N 2 G.W.B. ON METAL FRAMING SHEETS i� - �' /� , 0 t . (� A1.2 FITTING ROOM VESTIBU . \ vt INTERIOR INSTALL 2 LOCKSET FIELD PARTITION Rows of MORTISED I, REFER TO \ / N-WALL ---- ; -f -O A.F.F. / y CONTINUOUS / I�F�I i11 PARTITION I `' `� TYPES Z / • 12 N X 16 GA. / / MIN. METAL -.9\ PREFIN. 1" X 4-1/0" MDF a I a DOOR JAMB a a_ ' % STRAPPING j Z / WI MIN. (2) *10 j VII v OPEN PREFIN. MDF i / a I \ SCREWS PER / DOOR PREFIN. 3" x 3/4" MDF Q STUD. REFER TO INTERIOR Z FOR FRAME DOOR JAMB INSTALL IN-WALL / TO PARTITION (BEYOND) CONTINUOUS 8 ELEVATIONS PREFIN. 3/4" X 3" MDF MIN. METAL / ,9 w Z PLACEMENT / PARTITION ON TRIM / INSTALL (� j TYPES STRAPPING W/ / IN-WALL `� 0 0 Nile MIN. (2) 10 / �j Q SCREWS PER CONTINUOUS INSTALL w to U( w E— cs3 r-. STUD. 12"H X 16 IN-WALL X , COORD. \ METAL MIN. \ i CONTINUOUS 1 io A. 0 i- 4 FITTING RM DOOR SCALE: 1/2 =1'-0" ' FITTING ROOM HEADER SCALE: 3 =1 -0 LOCATIONS W/ METAL STRAPPING MIN. METAL 11111111110 INSTALL / FIXTURE MFG. -0) W/ MIN. (2) *10 STRAPPING o = IN-WALL INSTALL /" W/ MIN. (2) *1(11 CONTINUOUS IN-WALL SCREWS PER d (k -j 12"1-I X 16 GA. / CONTINUOUS STUD. SCREWS PER O MIN. METAL / 12"1-I X 1 GA. COORD. STUD. O \ STRAPPING MIN. METAL to LOCATIONS COORD. / PROJECT TITLE Z 0 W/ MIN. (2) *10 / STRAPPING W/ FIXTURE 4 LOCATIONS z SCREWS PER W/ MfN. C2) *lsZ1 Z / MFG. W/ FIXTURE (L STUD. SCREWS PER 3" 1/2" 3 -�° 1/2" 3„ MFG. COORD, j STUD. WASHINGTON SQUARE LOCATIONS W/ COORD. / / / / / / /, I FIXTURE MFG. LOCATIONS 9585 SW WASHINGTON SQ. / m (L W/ FIXTURE 3 INTERIOR Q \ MFG. PORTLAND OR 97223 -.c) / INTERIOR 0 (Y A1.2 / PARTITION - - — m /TO FITTING ROOM ® ill REFER TO PARTITION \ / SPACE #D08 A PARTITION Z / / / j,/ TYPES TYPES / — / �� ``� ® INTERIOR la-" _ _ _ PA PARTITION - STORE NO. 4 7 2 5 7 / _ / // , � REFER TO �! / ,� / r \ _ / PARTITION ION = /1C WALL \ _ \ /m �. - — BASE AS L d SHEET TITLE —°-- I °—°— SCHEDULED — / O _O VESTIBULE PRE-MORTISED FOR t O'-m" L . " FIN. FLO \ \ \ \ O -O ,� O -O CONSTRUCTION HINGES (DOOR ONLY) G.W.B. ON FIN. FLOOR \ FIN. FL OR FIN. FLOOR FIN. FLOOR PREFIN. I" X 4-1/0" MDF MTL FRAMING (TYP.) DETAILS DOOR JAMB PREFIN. 3/4" X 3" MDF TRIM Al f D : 4I IcI D AI I 5 I Al I4I Al . 2 SHEET NO. ® DETAIL AT FITTING ROOM DOOR SCALE: 3"=1'-0" 0 WALL STRAPPING DETAILS SCALE: 3/4" =1'-0" CCS PROTO RELEASE 1 .1 - 03/2010 TOILET ROOM ACCESSORIES SCHEDULE TOILET ROOM GENERAL NOTES GRAB BARS LOCKER,L BOBRICK B-6806 SATIN FINISH WITH CONCEALED MOUNTINGS 1 1/2" IF NEW TOILET ROOM' IS IDENTIFIED ON PLANS: FOOT 1�i�T C. DIAMETER (TEL: SI8- 82- 00) TOILET ROOM TO BE LOCATED IN LOGICAL LOCATION TO LANLO 'S WATER AND SEWER LINES. PLANS ASSUME CONDITIONS WHICH MAY BE INACCURATE.TEN G.G.TO FIELD VERIFY LOCATION OF EXISTING CONDITIONS AND NOTIFY TENANT REP.IF CHANGES ARE NECESSARY. 2. TOILET TISSUE DISPENSER TEN.G.G.TO VERIFY LOCATION AND ORIENTATION OF EXISTING TOILET ROOM(S)(IF ANY)AND BOBRICK 816861 SURFACE MOUNT (TEL: 818-982-9600) UTILIZE WHEN POSSIBLE EXISTING PLUMBING WALLS AND PLUMBING LINES TO MINIMIZE EXCESSIVE WORK AND NOTIFY TENANT REP.IF CHANGES ARE NECESSARY. MIRROR PROVIDE AND INSTALL A(M)30 MIL.(MIN.)WATERPROOF MEMBRANE. XTEN• • A 4' 3. BOBRCK 8-293-1836 STAINLESS STEEL TILT MIRROR IS" X 36" UP VERTICAL SURFACES IN TOILET ROOMS OR AS REQUIRED LORD. LIN((TEL: STORE PLANNING DEPT £318-982-9600) PROVIDE AND INSTALL A FLOOR DRAI NOT I . 4. SOAP DISPENSER PROVIDE AND INST• - I FIB F E A . P.)WAINSCOAT TO 4'-0" AFF. 112 WEST 34TH STREET TO BE PROVIDED BY STORE OPERATIONS AT THE TIME OF STORE OPENING. REFER • A Sr- IN NEW YORK, NY 10120 SHELVES AND STANDARDS L 'RO • L ED 551 ADJOINING MAT'LS WIN CLEAR SILICONE 5. (2) 12" DEEP 4'-0" WIDE 1 1/2" SHELF - PLASTIC LAMINATE (6) SIDES ON MD.F. 6 6'-0" AFF. D BA - •LLS MIRROR TO WALLS,BENCH 7O WALLS,ETC.) ON (2)GARCY 604 STANDARDS WITH (4)GARCY 12" 686 BRACKETS XISTING TOILET ROOM' IS IDENTIFIED ON PLANS: IF TOILET ROOM 15 IDENTIFIED AS'EXISTING' ON PLANS,TEN.G.C.TO VERIFY ACTUAL EXISTING FAUCET ARCHITECT: CONDITIONS AND REPORT TO TENANT REPRESENTATIVE AS TO CONDITION OF ALL FIXTURES AND 6• DELTA MODEL *2131 CLASSIC TWO HANDLE SPECIALTY FAUCET WITH THREADED SPOUT. ADA COMPLIANT. 4" CENTERS. SUPP D INSTA D GC. ACCESSORIES. NE TENANT REP.WILL DETERMINE IF ANY NEW WORK IS TO BE DONE IN GC IS ALSO TO PROVIDE 1 SIX-FOOT LAUNDRY HOSE. USE ONLY WHEN MOP SINK IS NOT REQUIRED OR NO TOI I ATE> EXISTING TOILET ROOM, PAPER TOWEL DISPENSER PLUMBING FIXTURES JAMES M . HAM I LL 1. BOBRICK MODEL *8-253 REFERENCE MECHANICAL SHEET(5)FOR EXTENT OF PLUMBING WORK ALL NEW PLUMBING 580 DECKER DRIVE FIXTURES UNLESS OTHERWISE SPECIFIED ON PLANS, ACCESSIBLE TOILET ROOM SUITE 17 0 REFER TO SHEET A6.0 DETAILS PROVIDED FOR FINISH REQUIREMENTS ONLY.IN THE EVENT AN ACCESSIBLE 0 AFF ELEVATION A FOR LIGHT FIXTURE ELEVATION B TOILET ROOM IS TO BE PROVIDED,REFERENCE "ADA TOILET ROOM REQUIREMENTS", BELOW I RV I N G TX 75062 MOUNTING INFORMATION NOTE: ALL TOILET ROOM AGCE IS' GI*4 STLES ESS OTHERWISE IDENTIFIED. ADA 4.1NOTE: ALL ACC B ET O , C. BE INSTALLED IN WATER CLOSET: THE HEIGHT IS REQUIRED TO BE A MINIMUM OF Il INCHES AND A MAXIMUM OF IS INCHES COMP W LO L L ES F•R MOUNTING HEIGHTS AND LOCATIONS. MEASURE TO THE TOP OF THE SEAT. FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE SE TEST SH WITH A MAXIMUM OPERATING FORCE OR 3 LBF OR BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR W o SUTTON I5 TO BE LOCATED 50 IT I5 OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. HANDLE ON TOILET NOT TO EXCEED 44" AFF. 3'-0" X 6'-S" MIRROR NOT G.C. TO INSTALL NON-COMBUSTIBLE BLOCKING AS REQUIRED FOR ALL ACCESSORIES. THE REQUIREMENTS FOR TOILET COMPARTMENTS DEPEND ON NE SIZE OF THE WATER CLOSET. SO IT 15 111 i IMPORTANT TO KNOW WHAT TYPE ONE 15 USING WHEN DESIGNING THE TOILET ROOM. WATER CLOSETS MUST BE A Ib GALLON FLUSH FIXTURE. ADA 4.19 LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM NE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER NE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE WITH 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 30 INCHES WIDE,TO 9 INCHES ABOVE THE �Q FLOOR AND Il INCHES DEEP FROM THE FRONT OF THE LAVATORY. AI3 WALL BASE •'NO HEIGHT LIMITATIONS ARE SPECIFIED FROM THE TOP OF THE LAVATORY,BUT 34 INCHES IS RECOMMENDED AS SCHEDULED BY THE FEDERAL ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD(ATBCB). PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY. Alk I �� 1 INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. CUT PANEL IN FIELD NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. PARTITION - REFER TO TYF. 54" LENGTHS SCHEDULED WALL FINISH FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND / PARTITION TYPES / CAN NOT REQUIRE GRASPING,PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 LBF.LEVER-OPERATED,PUSH-TYPE,AND ELECTRONICALLY CONTROLLED *8-18 X3/4 PHILLIPS FLAT HEAD MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE SELF TAPPING SCREWS AND FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. r STAINLESS STEEL IS-8 WASHER ADA 426 A L ELEVATION C ELEVATION D \`1J W/ DRYWALL ANCHORS GRAB BARS: LOCATE GRAB BARS ON EACH SIDE,OR ONE SIDE AND THE BACK OF THE WATER CLOSET. 10'-0„AFF I � I I I I I I I WHERE A STUD IS NOT 33 INCHES ABOVE AND PARALLEL TO THE FLOOR GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES -'' � AVAILABLE- LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET.GRAB BARS AT THE BACK �, \ - - _ CAN NOT BE LESS THAN 36 INCHES LONG. �� - o NOTE: PANEL IS TO BE 1" 412 HOOK PANEL 1/8 CLEAR ACRYLIC PANEL —"t I T "� THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE 15 REQUIRED TO BE 11/4 TO 1 1/2 INCHES,OR THE BLOCKING PRE-DRILLED IN FIELD TO SHAPE 15 TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, BEYOND BY GC Z I AVOID CRACKING THE SPACE BETWEEN THE WALL AND THE GRAB BAR IS TO BE 11/2 INCHES. JAMES M. NAMILL GRAB BARS SHALL NOT ROTATE AND SHALL WITHSTAND 250 LBS/FT BENDING,SHEAR,AND TENSION. A 1873 MI W ; I I i I i/a" CLEAR ACRYLIC PANEL GRAB BARS AND ANY SURFACE ADJACENT TO THEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS.EDGES • Z z RV cru, T AS , Z z I�,l _ eI _ �I I�,l _ ARE TO HAVE A MINIMUM OR I/8 INCH. a WALL BASE AS SCHEDULED WALL BASE A5 SCHEDULED ADA 4.19 0: INSTALLED OVER PANEL - INSTALLED OVER ACRYLIC PANEL ACCESSORIES: WHERE SANITARY NAPKIN,WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL MILLWORK FITTING ►- FIXTURES ARE PROVIDED.AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, R — I I INCLUDING COIN SLOTS,WITHIN 40 INCHES FROM THE FLOOR RM DOOR AND FINISHED FLOOR O I I I MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR FRAME © _ 4 �p —1'''t I�— °t ACCESS.TOILET ROOMS SHALL WAVE TOILET PAPER ACCESS.TOILET ROOM STALLS SHALL HAVE TOE T PARTITION 4 LEAST CLEARANCE AT H FONT A ITION AS � \ \ DISPENSERS MTD.AS SHOWN.HT.SHALL BE l'-9" E FRONT P R LE REVISIONS A.FF.,DISPENSERS SHALL NOT PROJECT BEYOND THE ONE SIDE PARTITIONS OF 9"A.F.F. IF SUCH SPACE FRONT OF THE WATER CLOSET. DISPENSERS THAT IS NOT PROVIDED,LENGTH d WIDTH OF STALL CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS SHALL BE INCREASED BY 9" IN EACH DIRECTION NO. DESCRIPTION DATE FLOW SHALL NOT BE USED ALL DOOR ARE TO SWING OUT ADA 430 SIGNS: TOILET ROOM DOORS SHALL BE CLEARLY LABELED BY A UNISEX SYMBOL,SECURELY FASTENED. 10) FITTING ROOM ELEVATIONS NOT TO SCALE 9B SECTION SCALE:1/2"=1'-O" 9A� ELEVATION SCALE:1/2"=1'-0" T 9,, ACRYLIC PANEL DETAILS SCALE: AS NOTED / VERIFY EXISTING or 6" 3'-0" �/ 0\\\ PROVIDE 12"DIA X 1/4" / / / 1Tf>G \ BRAILLE UNISEX SIGNAGE SHELVES AND f / \ J ADJ. TO TOILET ROOM DOOR TOGGLE BOLT -- MOUNTED 5'-0" A.F.F. MINIMUM SURFACE MTD STANDARDS 1 cd 1 / 12 G. X3" X3" STL. i z I _l� ANCHOR PLATE co PAPER TOWEL DATE: 4/01 /10 I /2" i 1/2" w z • DISPENSER -z d) = — — , SCALE: AS NOTED 1 1/2" DIA. GRAB BAR a. i 7._ MIRROR- MIRROR li--J / ° _ ■ EXISTING TOILET ROOM GROSS AREA: 2,548 SQ. FT. L u 12" "W - u ,\ <r w / 3 -6 12 �6 / 3 0 /� TO REMAIN - VERIFY PROPER s' \ _ LAVATORY OPERATION 4 BRING ROOM „•IUs SALES AREA: 1 ,660 SQ. FT. E 42" GRAB BAR TO "LIKE NEW" CONDITION 5 -0 CLEAR ■. j COVER PLATE \ 1So 36" MA 36" GRAB BAR ' /� . =` PROJECT # : 5.857.0210 I- \� MOUNTING PLATE 1 1/2" DIA. ALUM. HANDRAIL Q / 8 1 ii E DRAWN BY: bdr PER SPECIFICATIONS Ou w \ ( ^) � J - � ' 35/8" 20 GA. MTL. z \ _ / \ A1.3 I 4- \STUD CONT. ATTACHED z Q �-� •- TO REST D III \ X 1 1�BRACKET 6 4'-m" O.C. e V \ (,� T.P. DISPENSER , 3 5/8" 20 GA. MTL. MAX. li m J m - cn co -1. I EXISTING ADA GRAB BARS WATER CLOSET �, U STUD 16" O.C. WALL BRACKET in WALL BASE — N J N \ Pillik REFER TO �' 5/8" GYP. BD. FINISH PLAN \ \ ` \ FLUSH HANDLE / KNEE SPACE -- = 4'-0" MIN. ON WIDE SIDE 6" MAX TOE -- DASHED AREA -. / la" / OF SPACE 11" INSULATED PIPE WRAP ' ifiii EXISTING TaLET R NC • NLY V.I.F. 8 TOILETROOM GRAB BAR DETAILS SCALE: 3"=1'-O" TOILET ROOM ELEVATIONS SCALE: 1/2"=1'-O" ' 6 TOILET ROOM PLAN - EXISTING SCALE: 1/2"=1'-O" IP( CONT. "J" MOLD AL SEE / 0 10'-0"AFF ELEVATION A ELEVATION B 5'-0" ELEV. p HOOK PANEL INDIVIDUAL SKATEBOARD TRUCKS MTD / / NOOK PANEL BY GC IN FIELD ON PROVIDED 3/4" \� 1 -5 11 Il BLOCKING PLYBOO BACKBOARD. BACKBOARD TO BE ATTACHED TO WALL W/NO VISIBLE I/4" PLATE MIRROR BEYOND BY GC FASTENERS. _ \ W/ POLISHED EDGES REFER TO PLAN a / 3'-0" W. X 6'-8" H. "J" MOLD TO HAVE A MILLWORK BENCH 5'-0" MIN / MIRROR 1 BRUSHED CLEAR FINISH SEAL ALL OPEN EDGES COAT HOOK �,'ion W/ CLEAR SILICONE MOUNT 48 A.F.F. , PROJECT TITLE . IV 3'-0" W. X 6'-8" H.MIRROR i/ oB 4 „„..„„„„„„„„„„,...„„„„„„„,...,,, AI.3 WASHINGTON SQUARE PARTITIONS `� 2 -0 11-6" W. X 6'43." N. loc. REFER TO PARTITION TYPES I e. MIRROR EQ, gh / CONT. "J" MOLD ■� �� _ T. 9585 SW WASHINGTON SQ. 2'-0" SEE E / '■\ r PORTLAND, OR 97223 ELEV. r. INSTALL PREFINISHED WOOD 1 Jr 24" 2'-6" 16",_ SPACE #D08 BENCH TOP AND FRONT-SEAL / - - 4 a ALL EDGES W/ CLEAR SILICONE i 4 SECTION @ MIRROR I RROR SCALE: 6"=1'-O" I A13 AL3 REFER TO FIXT MFG. DWGS \ V / + + + + I`,� 3 5/8" X 20 GA METAL FRAMING. REFER TO SHEET A6.0 r 20 ,` _ `'�� 47257 0 I0'-0"4FF ELEVATION C FOR LIGHT FIXTURE ELEVATION D z t STORE NO. + + + + — MOUNTING INFORMATION 2B 2n \\`,\\\ \\ MILLWORK FITTING ROOM DOOR PROVIDE BLOCKING ADD'L AS COAT HOOK- ( 4 2A ) /\\\ AND FRAME -REFER TO DOOR SCHEDULE REQ'D INSTALLED BY GC WITH AI3 �/ - 0 2- *8 PAN HEAD \ "' •- SCREWS �I" I1° I1" II" — SHEET TITLE BLOCKING BEYOND BY y / / CONSTRUCTION GC 1 3'-0" X 6'-8" MIRROR I v� F I' ,'-6" X 6'-8" MIRROR-___`` ,\ DETAILS I r ■ \\ rAli MILL WORK FITTING RM \© DOOR AND FRAME HOOK PANEL MILLWORK BENCH INDIVIDUAL SKATEBOARD TRUCKS MTD BY GC �r WALL BASE \\ ,/ IN FIELD ON PROVIDED 3/4" PLYBOO I■IM—�:i'I AS SCHEDULED I BO WALL W/P�NO VISIBLE FASTENERS. �ERS.ATTACHED SHEET NO. Al ■ 3 SCALE: SCALE: FITTING ROOM ELEVATIONS SCALE: ,/4"=1'-O" 1 FITTING I"I NG ROOM PLAN 0 SECTION BENCH - NOT USED SCALE: 1/2"_,'-0" , CCS PROTO RELEASE 1 .1 - 03/2010 FOOT LOCKER INC. PLYWOOD SEE PARTITION TYPES - A1.0 BRAKE METAL — — i PAINTED \ \ \ \ G.W.B.: P-2 1 u \ B 7 END EDGES BACK ' STORE PLANNING DEPT � P-2 i A2•0 6" METAL CHANNEL ►NTO VERTICAL � � i CL-2 e 12'-0" AFF. I i - 1 -' 5/8„ IS GA. MIN. BRAKE NOTCH IN PLYWOOD, I 112 WEST 34TH TREET M to N I/2" NO CUT SEAMS ( ----- �0 U m ' ' i _ - — 16,,, - - --_ NON-COMB. PLYWOOD m NEW YORK, NY 10120 4 LZ �0 \ d� OVER METAL FRAMING. P-2 `r r \ T P 4 � _ � „ � < > EXISTING Tiff _(� r- 3 = I1 -6 MALL - �- - - - - T t DISPLAY TRACK NEUTRAL `n Co I / / �r _ s ll. \ \ ARCHITECT: _� ABOVE - SEE A2.2 1111$_ ri�,`ZZZZ� PIER by . Co LANDLORD I',,._ — v - _� �, -//: LEASE �C``'►-•■�' T 0 — - LINE JAMES M. HAMILL r- CP-,)w -_ 580 DECKER DRIVE �0 6, ® J �0 ,t ROLLING GRILLE .i:1 N _ l 115/8 SUITE 170 w 0 3/4" 8 BRAKE METAL DETAILS SCALE: 6" _ ,'-0" [:.! IRVING, TX 75062 l 18 GA. MIN. BRAKE METAL lA ON 5/8" NON-COMB. PLYWOOD 18" X 18" FLUSH MOUNTED FIRE ,A2 0 OVER METAL FRAMING. TENANT EQ L4'-0" EQ. RATED ACCESS PANEL W/ I CL-2 e 12'-10" A.F.F. I FINISHES TO EXTEND TO CENTERLINE BASE PLATE - SIZE DETERMINED '( CONCEALED HINGES. COORDINATE OF NEUTRAL PIER W/ REVEAL BY TENANT GRILLE CONTRACTOR l CL-2 Is 10'-1" AFF. I LOCATION WITH TENANTS SIGNAGE - TOP OF GLAZING PER JAMB CONDITIONS. 251_0"t SEE SPECIFICATION - SHEET A6.0 CHANNEL AT 12'-0" AFF 3/4" x 3/4" METAL REVEAL 40 METAL FRAMING. LEASE DIMENSION CENTERLINE OF NEUTRAL PIER ILLUMINATED CHANNEL LETTER SIGN PLYWOOD W/ STOREFRONT FINISH MOUNTED TO METAL SIGNBAND. (SEE SHEET A22 FOR DETAILS) - - ROLLING GRILLE GUIDE TO EXTEND 1/8" PAST FINISHED FACE OF COLUMN - VERIFY :''r'''''`' // 1 EXACT LOCATION IN FIELD -1I _ - 6 PLAN DETAIL @ NEUTRAL PIER SCALE: 1 1/2" = 1'-0" �e 411 L' ct SELF-SUPPORTING ROLLING GRILLE - Rill NON-COMB. BLOCKING 0 STOREFRONT CEILING PLAN SCALE: 1/2" = 1'-0" N ''''' AS REQ'D- 3"X3"Xl/8" STEEL POST WELDED TO BASE PLATE 5'-1 5/8" REFER TO STOREFRONT NOTES THIS AND ANGLE IRONS TO MALL STRUCTURE FOR SEAL SHEET FOR ADDITIONAL INFORMATION :11/81" LATERAL SUPPORT ONLY, BY GRILLE INSTALLER 4 �d 73. u- I EXIST'G DEMSING / �; al L I I WALL 4 NEUTFI L PIER - REFE0 0 P L AN DETAIL @GLE POST SCALE: 3" - 1'-0" E t � ° PARTITION TES 4r`'�i�`�f„ ;, .,�f��' - SEAM LOCATION 'SJ' �� (BEHIND MIL CHANNEL) 3'-I1 1/4" L-------- � �i BUILT-UP POST. '•G 5 111-- �� -1 OPP 6" METAL CHANNEL A2.0 A2.0 I I A2.0 9'-6 3/4" 5'-1 5/8" i G.W$. OVER ' = IS GA. BEARING STUDS REVISIONS LINE OF CEILING - _ cA TRANSITION (ABOVE) DISPLAY TRACK _ REFER t0 G FOR METAL JOIST ABOVE - ABOVE - SEE A22 PARTITION TYPES 3/4 x 3/4 METAL ROLLING GRILLE \lL SEE SHEET A2.1 NO. DESCRIPTION DATE i ij jvai. 1 0 3/4 REVEAL i 3/4" _ ('� 1 A PER LANDLORD 4/28/10 I : is II`TTTTT_TT� !� _ tlD w -Ili - - - _� = = 3'-11 1/4" /� �- 18 GA. BRAKE METAL PANEL I �0 18 GA. MIN. BRAKE METAL 4 TENANT COMMENTS PT W/ RETURN ON EA. SIDE ON ON 1/2" NON-COMB. PLYWOOD /� I I C - I ( ''i' ? OVER METAL FRAMING. PER LANDLORD 5/18/10 0 5/8 NON-COMB. PLYWOOD (■►_.; ,. I SB r- I OVER 3 5/S" X 20 GA. O - - (�_ = 4 TENANT COMMENTS - \ T 8'-0" I _ _ = I 0 N METAL FRAMING. TENANT w III ,I - .42ID • ; I I I 13 I -I FINISHES TO RUN TO '' �i N - A2.1 I ► ALIGN CENTERLINE OF NEUTRAL I 4" 'C' CHANNEL I CHANNELS 4" 'C' CHANNEL Z PIER W/ REVEAL. SEAM LOCATION - - - - - - 2 '-'_ I-' I •9 LEASE LINE -� SEE SA/A2 0 I/8" 4 1/4" 115"5 1/8" ��8 4 18 GA. BRAKE 1/2" TEMPERED - II / METAL W/ ON 1/8 t� I GLAZING i'-0" 8'-6' 6" 13'-6" - 6" I'-0" ��— Ih .1d \ NON-COMB. � PLYWOOD OVER ALIGN = II - I _ 4" X 20 GA. A2.0 GLAZING SILL 25'-0"f CHANNELS - 4 _ ___ (' `I;�j .0 BUILT-UP POST. n LjiIi - i DATE: 4/01/10 LEASE MENSION N MALL FLOORING TO '' POINT OF CLOSURE ENTRY REVISED TO SHOW 6" METAL CHANNEL , A2.I SCALE: AS NOTED 8'-0" W ROLLING GRILLE r ALIGN E41 4" 'C' CHANNEL SEAM LOCATION SEAM LOCATION 6" (BEHIND MTL CHANNEL) SA I' SEE SA/A2.0 GROSS AREA: 2,548 SQ. FT. '' A2.0 /S" '1/S GLAZING SILL Mho 1/4 SALES AREA: 1 ,660 SQ. FT. GLAZING SILL M'�' r �' A PROJECT # : 5.857.0210 I)I�!JiiI d in DRAWN BY: bdr 0 STOREFRONT PLAN SCALE: 1/2" = 1' 0" 4 ) PLAN DETAIL a@ NEUTRAL PIER SCALE: 1 1/2" = 1' 0" , w LEASE r- / / / 4t1 y BOLT PATTERN (8) EQ. SPACES I1"+/- 4"6" 4" BOLT PATTERN (13) EQUAL SPACES e 11 3/4"+/- y4" MALL BULKHEAD `' \\\ LINE 6" 6" METAL CHANNEL J, N \T / I \ SEAM LOCATION /i I OF ENTRY 4 SIGN © 3/4" BLACK METAL \ (BEHIND MTL CHANNEL) /// INDIVIDUALLY ILLUN INATED REVEAL T © a PANEL SEAMS TO IS GA. BRAKE METAL ON 1/8" ENTRY SOFFIT TO PROJECT/ I CHANNEL LETTER SIGN. 4" METAL CHANNEL i ' i ALIGN W/ 2" METAL � � ' NON-COMB. PLYWOOD OVER / / 4^' // / k�d CANTILEVER OVERHEAD A2.1 REFER TO SIGN MEG. DRA INGS A2.1 CHANNEL ----MALL BULKHEAD 4" , �,�T 4" X 20 GA. BUILT-UP POST. FOR DETAILS AND DETAI_ /A2.2 SIGN FASCIA PANEL ' _ 6" METAL CHANNEL I- 4" METAL CHANNEL \\ \ PLAN DETAIL SCALE: 1 1/2" = 1'-0" I Q . . r 0.1 ,,r7, __ T _ -_ • • • I • • • �_ Wir— —•— . . • • . • . • • —. — q` ct OF BOLT 4 CHANNEL (tYPJ . :., J IIVIL - �0 i �- 6" METAL CHANNEL �0 _ I d V lu 1 L=J III y I I I - \ L =-'�'`� { \- 2" METAL CHANNEL NOTE: ALL METAL r „ a 0 N m ;- I - l CHANNELS TO ALIGN 4 rn I `v 4" METAL CHANNEL , .)_ �m • 3/4ULACKME1AL / 1°16 CO )i:h . I �/ I - REVEAL BUILDOUT OR FLANGE. I I. � —+ �- _ a CLEAR TEMP. GLAZING p 1 L.....o r �r Y' /T / 0 thj j-.--------_________ 1 i" N METAL GLAZING CLIPS X %MO T / w FINISH TO MATCH CHANNELS w GLAZING/ !' O CTYPJ O u STOREFRONT I 0 9 ) METAL CHANNEL DETAIL SCALE: 3" _ ,'-o" X (BEYOND) ~ - w \ / Z Z O ci) d) I. STOREFRONT 51-1ALL BE APPROVE;:-; 5Y LANDLORD PRIOR TO FABRICATION. ~ _ E w i EXIST'G MALL NEUTRAL w p a w 4 PIER - TENANT FINISH TO 0 2. SUBMIT STOREFRONT SHOP DRAWINGS TO CONSTRUCTION MANAGER FOR REVIEW AND PROJECT TITLE Z 1. - Q- EXTEND OVER EXISTING Q- APPROVAL PRIOR TO FABRICATION.I U1 I 1 II H v 1 (i `n © PIER TO NEW 3/4" REVEAL rn I `n o 0 m O O AT CENTERLINE OF PIER/ O 3. SUPPLY AND INSTALL BRAKE METAL WHERE INDICATED ON DRAWINGS. ALL BRAKE WASHINGTON SQUARE 0 Z I ,t 4 w LEASE IN w METAL SHALL BE MIN. 16 GA.. NO EXPOSED FASTENERS ARE PERMITTED. SEAL BOTTOM E E L E EDGES WITH SILICONE TO MATCH BRAKE METAL COLOR. TOP EDGES TO BE INSTALLED 9585 SW WASHINGTON SQ. �' 42.1 WITH TIGHT EDGES TO CEILING- NO CUT EDGES. UU11 0 • •• • (TYP.) Z • I 4. CONTRACTOR SHALL SUBMIT SAMPLE OF STOREFRONT POWDER COAT METAL FINISH TO PORTLAND, OR 97223 w w CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. I 4- I PANEL SEAMS TO ALIGN i- SPACE #D08 Q W/ 2" METAL GNANNEL Q 5. SIGN MANUFACTURER TO SUPPLY AND INSTALL ILLUMINATED STOREFRONT SIGN PER I a_ 0- LANDLORD AND TENANT APPROVED SIGN SHOP DRAWINGS. CONTRACTOR �- 4" METAL CHANNEL ►— RESPONSIBLE FOR PROVIDING BLOCKING AND ELECTRIC TO SIGN./ •• �o. ALL BRAKE METAL HORIZONTAL AND VERTICAL PIECES ARE t0 BE SEAMLESS TO 12. IF 47257 � ° " m m STORE NO. i 12' GOODS ARE NOT AVAILABLE CONTACT CONSTRUCTION MANAGER / ' / A2.1 PER LANDLORD COMMENTS: - METAL PANELS WILL NOT BE 't. SUPPLY AND INSTALL PER LANDLORD'S CRITERIA A METAL REVEAL AT LEASE LINE - m ( i /ROLLING �- (TYP•) ALLOWED TO COME INTO CONTACT CENTER OF NEUTRAL PIER (V.I.F.). GRILLE _ I ___I _ _ _ '�• \ WITH ADJACENT PANELS - NOTE _ 1 S. ALL STOREFRONT BLOCKING MUST BE NON-COMBUSTIBLE.ct ' I I 111' \ I ��� _ ALL SEAMS/ REVEALS/ TURN INS. I, I SHEET TITLE \ = – MN. 18 GAUGE METAL PANELS , 9. SUPPLY AND INSTALL GLAZING FRAMING PER DETAILS. ARE REQUIRED. STOREFRONT =--.- - -•- -- - c, � - MIN. 1/2" FIRE-RATED PLYWOOD ,t _._, SUBSTRATE IS REQUIRED. t STOREFRONT FINISHES STOREFRONT GLAZING PLANS & 4" 1'-4" 4' 6" 6" 4" 1'-4" 4" 8'-0" 1 4" BOLT PATTERN (13) EQ SPACES AT 11 3/4"+/- 4" © „ ALL STOREFRONT GLAZING SHALL BE CLEAR ALL BROKE METAL, GLAZING CHANNELS, METAL ELEVATION PROJECTION NO SEAMS BRAKE METAL FINISH - i 2 -6 DECORATIVE CHANNELS, BOLTS, NUTS AND UNLESS POLISHED SE NOTED, THE GLAZING SEE DETAILS WASHERS SHALL BE FINISHED t0 MATCH CMT-1, 25 -0 LEASE DIMENSION UNLESS OTHERWISE NOTED. THICKNESS SHALL BE: 1/2" i 14 15 A2a0 SHEET NO. 0 STOREFRONT ELEVATION SCALE: 1/2" = 1'-0" 0 STOREFRONT NOTES I (',CSR PRC'�TCC RPI FARF'1 -I - nr4/9(11 Cl G.C. TO EXTEND G.W.B. 4 FINISH (FLAT / BLACK) 6" INTO ■ GRILLE OPENING FOOTLOCKER INC. -1 METAL ANGLES ,- AT FRT. 4 BACK II OF ENCLOSURE 3" X 3" X 16 GA. 14 GA. STEEL ANGLE W/ (2) 10 PLATE 4" X 13" SCREWS fa EACH LEG 14 GA- STEEL 2" X 3" x 14 GA. STORE PLANNING DEPT --1���-- PLATE 4" X 13" 1/8" W/ (2) "Im SCREWS _l 1 5/8" G.W . ON 1AV * EACH LEG (� ,, 112 WEST 34TH STREET —� U— BBD ❑ 2" X 3 X 14 GA. TOP AND BTM.) / IF 5/8" CxWEI. BD. V 3 5/8" X 20 GA. ANGLE W/ (2) "10 �� NEW YORK NY 10120 METAL FRAMING SCREWS g EACH LEG _—_ _ 41 ; NON-COMS BLOCKING / ( TOP AND BIM. t �r / // / j," ' /" SECURE 'C' CHANNEL TO If AS REQ D 1 (2) - 4" x 18 GA. (2) - 4" x 18 _��� ►IL" BLOCKING ABOVE W/ TECH liwil 3/8" BOLT W/ WASHER (TYPJ L_�`_'!' I 'r'k GA. METAL �''� ARCHITECT: SCREW e 24" O.C. ' METAL JOISTS BOTH SIDES OF JOISTS \`► MALL BULKHEAD 1 1/2" CONCEALED GLAZING 4" 'CI CHANNEL I GRILLE POST CHANNEL TS 3"x3"xl/8" STEEL JAMES M . HAM I LL NON-COMB. BLOCKING TS 3"x3"xi/8" STEEL GRILLE COLUMN 1/2 TEMPERED GLAZING 580 DECKER DRIVE 3/4" X 3/4" BLACK REVEAL / / SUPT PORT BY RILLE SUPPORT INSTALLER 5/8" G.W.B. ON 20 GA. MTL 21/8" 21/8" JOISTS W/ ,3G5/8" X 20 SUITE 170 FRAMING g l6" O.G. AT TOP OF / GA. TRACKS AT TOP STOREFRONT. 4 1/4" AND BOTTOM I RV I N G, TX 75062 -•r. I • 4" METAL CHANNEL .I 410, SECTION AT ENTRY GLAZING HEAD SCALE: 3" = 1-0" 9 SECTION AT GRILLE SCALE: 3" = 1-0" CA GRILLE DETAILS SCALE: 1 1/2" = 1-0" e J \ 'I 18 GA_ MIN. BRAKE 611 6" METAL OVER 1/2" ,� 1/8" 1/4" WA an 5 1/8" /8" PLYWOOD ON / ` 4 1/4 / • / i i 3" XS 18 GA. STUDS _ e I GLAZING GLAZING fa 16"0.C. CI PIECE CLEAR SILICONE■ CLEAR SILICONE CHANNEL TO c 18 GA. MIN. BRAKE RECESSED GLAZING SILL CHANNEL) 18 GA. MIN. BRAKE RECESSED GLAZING SILL METAL RETURN TO METAL - RETURN TO INSTALL A CONTINEOUS BEAD if GLAZING CHANNEL , GLAZING CHANNEL 5/8" G.U .B ON 20 GA. MTL INSTALL A CONTINEOUS BEAD \ OF CLEAR SILICONE BETUJEEN . - FRAMING e 16" O.G. OF CLEAR SILICONE BETWEEN y T� THE BREAK METAL AND THE CHANNEL INSET IN 'i/8 G.W.B. f- - THE BREAK METAL AND THE i \ - I — �— [� 'C' II 1��-r METAL 'C' CHANNEL. (TYP) I - `J` �' N -�--.��I.1� ` / - � METAL C CHANNEL. (TYP) - - ���;� y �II!,�; SEAL !; -- !;; NON-COMB BLOCKING y `r !!" '!' AS REQ'D•_ # �� _ �;; NON-COMB BLOCKING I 5/8" G.W.B. ON 20 �- 1; AS REQ'D SIGN FASCIA PANEL BRAKE ' N 2 - 6" XIS GA. METAL JOISTS GA. MTL FRAMING „ „ ` METAL PANEL ON 3/4" II�, II / j 4" METAL CHANNEL ;: �� " 3/8 x 1 1/2 I 3/8" x 1 1/2" WITH 3 AND X O GA. TRACKS S O.G. AT TOP OF >] i ? y - - NON-COMB. PLYWOOD LAG SCREW _�..s L� ilk _�____ AT TOP AND BOTTOM STOREFRONT. LAG SCREW ,�_ Lam__ W/ 3/8" WASHER ITYP.) I 5 ar A A , .___,. -. ..-.,- - �� v W/ 3/8 WASHER (TYP.) III ---- 1 4" 'C' CHANNEL �-7C -1 NON-COMB. BLOCKING 4" 'C' CHANNEL ?► ll I', 1/I ! is 2 - 6" X 18 GA. METAL JOISTS tea _8545 r�`� AS REQUIRED ,I C;y ` G---- WITH 3 5/8 X 20 GA. TRACKS © / * O© LINE OF ENTRY ENCLOSURE 4 •.- - AT TOP AND BOTTOM 1 4" METAL CHANNEL 4" METAL •;dI . ! LINE OF ENTRY ENCLOSURE , _ 8 GAUG( EMIN. SA KE CHANNEL i7 % E MIN. BAKE (BEYOND) REN.4-30-11 y (BEYOND) METAL OVER 5/8 �,•w �� INSTALL MIN. IS GA. BRAKE ' '� '� • METAL FROM BACK OF 5" RECESSED GLAZING HEAD !y METAL OVER 3/4" I - e © 0 11 1 PLYWOOD ON - � • C�►� ' CHANNELTO GLAZING HEAD 1/2" SIGN FASCIA -----. PLYWOOD ON I 18 GAUGE MIN. BRAKE __-�% 3 5/8" X 18 GA. STUDS IS GAUGE MIN. B RAKE 'w I 1/2 TEMPERED GLAZING PANEL BRAKE iI 21/2" X 18 GA. STUDS e „ g 16"O.C. (1 PIECE METAL OVER 5/8" L _—''� @ 16"0.C. (1 PIECE = METAL OVER 3/4 _ „ METAL PANEL ON FLOOR TO GLAZING PLYWOOD ON 2 1/2" X .0 5/8" G.W$. ON 20 GA. MTL FLOOR TO GLAZING PLYWOOD ON 3 5/8 oll.3/4" NON-COMB. 18 GA. STUDS FRAMING 16" O.C. CHANNEL) XIS GA. STUDS g PLYWOOD CHANNEL) 16"O.C. (1 PIECE 16 O.C. (1 PIECE FLOOR TO GLAZING E BRAKE METAL PANEL TO FLOOR TO GLAZING CHANNEL) REVISIONS 4" 'C' CHANNEL : NGE EXTEND MIN. 1/1 " PAST G.W$. NO. DESCRIPTION DATE SOIT AND RETURN TO ALIGN FLANGE WITH TERMINATE FINISH CHANNEL BEYOND - �� PER LANDLORD 4/2 /10 . . . LIGN FLA WITH ALIGN FLANGE WITH ill 1 i 11, BUILDOUT BEYOND t TENANT COMMENTS BUILDOUT BEYOND II /�EXISTING ; (TYPICAL BOTH SIDES) i l l� °'���� II1 E, / 2 V PER LANDLORD 5/18/10 4 'C' CHANNEL I m MALL FLOORING '!''"" ' IP �'' i I u ! 4 TENANT COMMENTS CONC. SLAB , CON(. SLAB EXISTING MALL FLOORING _! E SECTION AT HEAD SCALE: 3" = 1'-0" 0 DTL. @ S I G N BAN D SCALE: 3" = 1'-0" 8 SECTION AT BASE (RETURN) SCALE: 3" = 1-0" 0 SECTION AT ENTRY SCALE: 3" = 1-O" 6 SECTION AT STOREFRONT BASE SCALE: 3" = 1-0" 5/8 EXISTING MALL BULKHEAD ELEMENT/ AB " TYPE 'X' G.W.B.(FIRESTOPPED DECK, 5/8 " TYPE 'X' G.W.B. TO DECK, ABOVE STRUCTURAL STEEL FRAMING DOWN TO 12'-0" PROVE ATION (WH AT ALL (FIRESTOPPED AT ALL PENETRATIONS AFF. G.C. TO VERIFY EXISTING CONDITIONS 4 PENETRATIONS (WHERE NOT EXIST'G) (WHERE NOT EXIST'G) LOCATION. VERIFY EXACT HEIGHT 4 MATCH 3"x3"xl/4" BRACE TO DATE: 4/01/10 SOFFIT HEIGHT ACCORDINGLY. ( STRUCTURE ABOVE 4" 'C' CHANNEL \ Fropr,Am 1 `` j SCALE: AS NOTED MALL BULKHEAD • / 0 3 5/ " X 20GA.�DIAGONAL < CEILING � BRACING 9 48 O.C. To GROSS AREA: 2,548 SQ. FT. STUCTUE ABOVE, AS / EQUIED. SALES AREA: 1 0 S . Ff. 66 Q OO QO / / 3/4" X 3/4" REVEAL 3/4" X 3/4" REVEAL •10 PROJECT # : 5.857.0210 i ,' / / / „ / "� I EXISTING MALL BULKHEAD _. / / / / � " 13 -il 1/4 AFF. 13 -Il I/4 AFF. , A 1 — 13'-I1 1/4" AFF. ■.' ELEMENT/ STRUCTURAL STEEL � � _____ $ ! 1 ill i!� $ Flan- i _ _41 FMING DOt0 12'-0" AFF. DRAWN BY: bdr I MALL , I/2" x 2" x 1/8" ANGLE BULKHEAD FASCIA PANEL ON I FASCIA PANEL ON ' G.G. TO VERIFY EXISTING 1/2" NON-COMB. " " " I CONDITIONS 4 LOCATION. ,I AI 5/8 G.W.B. ON 3 5/8 X 1/2" NON-COMS. I 11 !! .O (111/16" WIDE) VERIFY EXACT HEIGHT 4 MATCH 3/4" X 3/4" REVEAL PLYWOOD �' 20 GA. MTL FRAMING g 16" PLYWOOD '" 3/8" BOLT W/ 0,,p,; 10 ■ ( 5 SOFFIT HEIGHT ACCORDINGLY. 2" 'C' CHANNEL A2.1 - I O.G. TIGHT TO DECK: F,_2 TRACK LIGHTING = j A22 1/2" WASHER REFER TO SHEET A6.0 -" •J ,. �I, 1 al 0111111% 4" METAL CHANNEL " II1_�. �tip' 12'-0" APP. 12'-0" AFF. I + + L.J 12 -0 APP. SHOW WINDOW SOFFIT STOREFRONT SIGN _ TS 3"x3"xl/8" GRILLE $ 'r SHOW WINDOW SOFFIT -4-------\ REFER TO SIGN MFG. SUPPORT COLUMN ® � 5/8" G.W B. ON 3 5/8" X DRAWINGS FOR DETAILS A2.1 5/8" G.W.B. ON 3 5/8" X 20 GA. MTL FRAMING • 16" ! 2 - 611 X 18 GA. METAL JOISTS DISPLAY TRACK - 20 GA. MTL FRAMING r O C ' _ WITH 3 5/8" X 20 GA. CRACKS INSTALL MIN. IS GA. BRAKE/-^ P- \� At TOP AND BOTTOM PROVIDE BLOCKING AS O.G. TIGHT t0 DECK:■ " _ " I ∎ �� . METAL FROM BACK OF E D -INSTALL PER MFG SECTION D ETA I L HEAD SCALE. 3 1 -0 I I 1 ,_1„ A2.1 ' CHANNELTO GLAZING HEAD INSTRUCTIONS Q @ -L--1 1 0 APP. r ZOV ERHEAD ROLLING EL L Z E D 1'-1" ENTRY SOFFIT I a �9 MI GRILLE ENDPLATE 10'-i" APP. I8" X 18" FLUSH MOUNTED irk / $ ENTRY SOFFIT $ ENTRY SOFFIT • • • FIRE RATED ACCESS A21 5/8" G.W B. ON 3 5/8" X (BEYOND) PANEL W/ CONCEALED HINGES. COORDINATE 1/4" GAP (MAX) UNDERSIDE „ q21 _/ 20 GA. MTL FRAMING 16" / LOCATION WITH TENANTS OF ENTRY 4 METAL CHANNEL K..1---,-21/8" O.G. TIGHT TO DECK: �P_2� 4" METAL CHANNEL ///% SIGNAGE - SEE SPEC. - �� GLAZING SOFFIT TO BE RECESSED GLAZING SHEET A6.0 2" , PAINTED: CP-4) HEAD I I �'-011 ' 2 'C' CHANNEL f UNDERSIDE OF ENTRY I 1 BLACK PAINT FINISH TO IOW SOFFIT TO BE PAINTED: s ' EXTEND 6" INTO GRILLE 1d6 P-4 3'_�" I OPENING PAINT: FLAT BLACK ill 3" X 3/4" GLAZING GLAZING SYSTEM %Me 3'-0" 4'-0" e CLIP. PAINTED TO i / I MATCH STOEFONT -_Nz-------\___\ 3/8"x 5/8" METAL. HEX HEAD BOLL j VERTICALS (BEYOND) W/ 3/8"WASHER (TYP.) jk I 1 EN RYSHOW WINDOW PER LANDLORD COMMENTS: I - MINIMUM 1/2" THICK FIRE-RATED PLl'PLYWOOD PROJECT TITLE , I I © SUBSTRATE TO BE USED FOR ROLLING GRILLE LEASE LINE I LEASE LI E METAL APPLICATION AS WASHINGTON SQUARE AT ENTRY 18 G4 MIN. BRAKE METAL REQUIRED. ON NON-COMS. PLYWOOD CLEAR TEMPERED - MINIMUM 18 GAUGE METAL 9585 SW WASHINGTON SQ. I OVER METAL FRAMING. 01....-- '1 GLASS PANELS ARE REQUIRED. PORTLAND, OR 97223 4 WINDOW DETAIL @ GLAZING CLIP SCALE: 3" = 1-0" 1 I SPACE #D08 NOTES: CLEAR TEMPERED ROLLING GRILLE TO REMAIN IN AN OPEN GLASS AND SECURE POSITION DURING STORE 1/4" GAP (MAX) -- HOURS. 47257 TENANT GRILLE CONTRACTOR TO 3/8 X 1 1/2 LAG SCREWS STORE NO. ti GLAZING SUPPLY 4 INSTALL METAL ANGLE it ' 2" 'C' 3/8" X 1 1/2" LAG SCREWS BRACING FOR ROLLING GRILLE I i 2 C CHANNEL 8 6 ROLLING GRILLE TO BE SELF 18 GA. MIN. BRAKE METAL 3/8"x 1 1/2" ; j A2.1 SUPPORTING ATTACHMENT TO MALL 42.1 OVER 1/2" PLYWOOD ON SHEET TITLE LAG SCREW i ' i 2" x 1/2" x 1/8" ANGLE 13/4" PL METAL _ STORE FRONT ! STRUCTURE FOR LATERAL SUPPORT „• 3" X 18 GA. STUDS W/ 3/8"WASHER (TYP.) !I (i 11/16" WIDE) OVER 3/4" PLYWOOD ON ONLY. _ �,- II P='` 2 I/2" X 18 GA. STUDS ' 1 fl 116 O.G. i II *NMI - I I I Ae 16 O.C. REFER TO STOREFRONT/ SIGNAGE NOTES _ I 'I SECTIONS AND I 1 I SHEET A2.0 FOR ADD'L INFORMATION - i j FIN. FLOOR I FIN. FLOOR SEAM I II ° FIN. FLOOR DETAILS - O O 1 j1 1 0''011 u_li $ 0'"mll _- ---------- m'-m" �_ Ii tCV of A MALL FLOORING STORE FLOORING MALL FLOORING STORE FLOORING PROVIDE SMOOTH CONTINUOUS TRANSITION 4" 'C' CHANNEL BETWEEN TENANT FLOOR FINISH AND MALL � 1 FLOORING FLASH PATCH AS REQUIRED. SHEET NO. A2 i C':C�R PR(CTC RFI FA 1 \1fl /9fl1fl�0'' WINDOW DETAIL @SILL SCALE: 3 = 1'-0" 1 SECTION AT ENTRY R ETU R N SCALE: 3/4" = 1'-0" 0' SECTION AT ENTRY SCALE: 3/4" = 10" 0` SECTION AT G LAZI N G SCALE: 3/4 = 1'-0" STOREFRONT SIGN NOTES FOOT LOCKER INC. TENANT SIGN CONTRACTOR TO SUPPLY AND INSTALL ILLUMINATED STOREFRONT SIGN. SIGN CONTRACTOR TO CHECK ELECTRICAL CIRCUIT PROVIDED FOR EACH TENANT SIGN. SIGN CONTRACTOR TO SUBMIT (2) SETS OF SIGN DESIGN AND SHOP DRAWINGS FOR APPROVAL BY TENANT. STORE PLANNING DEPT SIGN CONTRACTOR TO SUBMIT (4) SETS OF SIGN SHOP DRAWINGS TO LANDLORD, BUT ONLY AFTER APPROVAL BY TENANT. 112 WEST 34TH STREET SIGN CONTRACTOR SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL GOVERNING AUTHORITY PRIOR TO INSTALLATION, SIGN CONTRACTOR MUST ATTACH TRACK W/ SHEET NEW YORK, NY 10120 NAVE INSURANCE ON FILE WITH MALL TENANT COORDINATOR AT TIME OF CHECK-IN. METAL SCREWS TO BRACING ABOVE CEILING /S" G.W.B. CEILING _.....ii1111111 ...., " ARCHITECT: 5'- 3 5/S" / JAMES M . HAMILL 580 DECKER DRIVE ALU ACROBAT SLIM RAIL SUITE 170 PER PLAN I RVI NG , TX 75062 A G .W.B. CEILING DETAIL SCALE: 1 1/2" = 1'-0" e 11.6 ALU ACROBAT SLIM RAIL INSTALLATION NOTES INSTALL SLIM RAIL SYSTEM WHERE INDICATED ON FLANS AND PER MANUFACTURES INSTRUCTIONS. V: REFER TO PLANS FOR SIZE AND LOCATIONS. TRACK IS SUPPLIED IN 10'-0" LENGTHS AND CUT IN FIELD AS REQUIRED TO ACHIEVE SPECIFIED LENGTH. INSTALL MOUNTING HARDWARE AS INDICATED IN MANUFACTURER'S INSTRUCTIONS. G.G. TO PROVIDE APPROPRIATE BLOCKING WHERE REQUIRED ABOVE CEILING. SEAL J •' rr AMES M. HAMILL , 1873 0 STOREFRONT SIGN INSTALLATION NOTES NOT TO SCALE: el ALU ACROBAT SLIM RAIL SYSTEM SCALE: 11/2" = 1' 3 'V NG, T . s „ ; `' EVISIONS NO. DESCRIPTION DATE x (1;11[Iiiiii:aiS 0 0 INTERIOR VINYL GRAPHIC NOT TO SCALE: DATE: 4/01/10 SCALE: AS NOTED GROSS AREA: 2548 SQ. FT. SALES AREA: 1 ,660 SQ. FT. PROJECT # : 5.857.0210 DRAWN BY: bdr Frafit Vitt "Pt %IP 3 ) NOT USED NOT TO SCALE: %MO PROJECT TITLE WASHINGTON SQUARE 9585 SW WASHINGTON SQ. PORTLAND, OR 97223 SPACE #D08 STORE NO. 47257 SHEET TITLE STOREFRONT SIGN AND DISPLAY TRACK DETAILS SHEET NO. A2 . 2 4 1 NOT USED NOT TO SCALE: CCS PROTO RELEASE 1 .1 - 03/2010 FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 SALES AREA REFER TO INTERIOR STAIRWAY (EXISTING) W P-2, P-1 ELEVATIONS FOR PAINT TRANSITION LINE W EXISTING B WD-2 ARCHITECT: B EXISTING F CONCRETE FLOOR F EXISTING CT A.C.T. JAMES M . HAM I LL CT G.W.B. (EXISTING) CH 20'-0" CH EXISTING CF P-1 580 DECKER DRIVE • CF EXISTING XX XX SUITE 170 , i 102 -9 i � i y 1 IRVING, TX 75062 I O - - - - - - Ii - - - - - - - - - - - - - - - - - - - - - - - - - - - - rr —__________ - - - - - - - - - 713- - - . 4 I PHIL PASSAGE (EXIST/NEW) 1. I A3.0 Allk 5 i W N/A – A3.0 43.0 OA B VS-1 I (\ili- I A40 P-2 ALL ® WD-2 li F FVT-i SIDES CT G.W.B. (EXIST) �I �■� (IDE.) P-1 _ CH 8'-O" (EXIST) P-2 CF N/A R i i i 6) 1 0 u 1 * INSTALL FINISHES I p - , 4 i� WHERE NOT EXISTING 4 P-1 i ZZ 10 E CD AI I Co SEAL STOCK I WD-2 A4.0 © i IA Alk a a No W N/A I GRAPHIC IF P I A4.0 A4.0 I c4 N �' r' i alik B VB-1 J n F FVT-I rAYA 4 i A4.0 I i Er a -1 -4 * NO. C-8545 E CT N/A 4 CH N/A ' REN.4-30-11 �S A3.0 6B t CF N/A A4.0 L.. i► �y ei * INSTALL FINISHES i __�(� ��!/� '`130 CO i r� 2 PAINT LIGHT romumewierima WHERE NOT EXISTING - ;; �UM ® �-2 A30 • In., FIXTURE R TRIM GRAPHic 2! 465 REVISIONS 1 — i P� 1,4.0 / I. �3.0 NO. DESCRIPTION DATE ^ � A4.0 /� / 3 ���' M:�+ J / \ PER LANDLORD 4/28/10 `3� 1----- is �' l 4 TENANT COMMENTS 2 PER LANDLORD 5/18/10 INTERIOR GRAPHIC 4 TENANT COMMENTS SERVICE CORRIDOR a TOILET ROOM (EXISTING.) , FITTING ROOM/ PASSAGE W EXISTING W P-2 _ B EXISTING B WD-2 a F EXISTING F CONCRETE FLOOR CT G.W$. (EXISTING) CT G.W$. CH 8'-0" AFF. CH 10'-0" AFF. CF EXISTING CF PAINT P-2 E I DATE: 4/01/10 SUB-FLOOR PREPARATION SCALE: AS NOTED GROSS AREA: 2,548 SQ. FT. REQUIRED MOISTURE TESTS MUST BE PERFORMED ON ALL CONCRETE SUB-FLOORS REGARDLESS OF GRADE LEVEL OR WHETHER OR NOT THE CONCRETE IS FRESHLY SALES AREA: 1 ,660 SQ. FT. POURED OR IS CLASSIFIED AS AN OLDER SLAB. MOISTURE TESTING SHOULD BE PERFORMED BY ASTM F 1869 CALCIUM CHLORIDE TEST WITH MOISTURE LEVELS NOT TO EXCEED FIVE (5) POUNDS PER TWENTY-FOUR (24) HOURS PER ONE THOUSAND PROJECT # : 5.857.0210 (1000) SQUARE FEET OR ASTM F 2110 IN SITE RELATIVE HUMIDITY TEST WITH READINGS WITH MOISTURE LEVELS WHEN MEASURED BY THIS METHOD, NOT EXCEED DRAWN BY: bdr SEVENTY FIVE (15) PERCENT. A WRITTEN MOISTURE TEST REPORT IS TO BE SUBMITTED TO THE CGS PROJECT MANAGER WITHIN (5) DAYS THE TEST IS ADMINISTERED. FEN% 0 FINISH PLAN SCALE: 1/4" = 1'-0" ilitii FINISH NOTES CCS FINISH SCHEDULE SEE ELEVATIONS (SHEET A4.0) FOR SALES AREA FINISHES 1. ALL PARTITIONS AND SURFACES TO BE PAINTED UNLESS OTHERWISE NOTED. CALLOUT MANUFACTURER DESCRIPTION COMMENTS FURNISHED BY INSTALLED BY 2. ALL DOORS AND FRAMES TO BE PAINTED ARE TO MATCH COLOR OF ADJACENT WALL SURFACE. PAINT SALES TO STOCK DOOR SHALL BE FINISHED AS FOLLOWS: DOOR FINISHED P-3, FRAME FINISH TO FOR ALL SALES DUCTWORK,CONDUIT,PIPES, it DECKWALL MATCH ADJACENT WALL SURFACE. CD BENJAMIN MOOSE CLASSIC BROWN *2109-10 FLAT STRUCTURE,DECKING AND APPURTENANCE.SEE TENANT G.C. TENANT G.C. (WHERE SHOWN) SHT.A4.0 FOR SALES WALL PAINT LINE HEIGHT 3. REAR EGRESS DOOR SHALL BE FINISHED PER LANDLORD'S SPECIFICATIONS. IF NO SPECIFICATIONS MATTE FINISH FOR SALES WALLS, 4: ""-�-WALL FINISH BENJAMIN MOOSE WHITE CHOCOLATE OC-121 EGGSHELL FOR COLUMNS TENANT GL. TENANT G.G. Will EXIST, DOOR AND FRAME SHALL BE LEFT NATURAL. APPLY 3 COATS, SAND LIGHTLY BETWEEN 5/8 61115. MINWAX WATER BASED SATIN POLYURETHANE BETWEEN COATS WIN 220 GRIT PAPER TENANT G.C. TENANT G.G. OVER 4. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL BE SMOOTH AND FLUSH. P_� BENJAMIN MOOSE BITTERSWEET CHOCOLATE *2114-10 EGGSHELL PAINTED G.C.LOGO STENCIL 4 WOOD BASE TENANT G.G. TENANT G.C. • METAL I" X 4" WOOD _ t UNDERSIDE OF ENTRY SOFFIT STUDS ;: ' BASE 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED TILE FLOORING THE r %MO i MEMBRANE SHOULD CONTINUE UP WALLS A MINIMUM OF 4" AND MUST BE ROLL OUT TYPE (NOBLESEAL / OR EQUAL). GLASS 6. PROVIDE A RAISED HANDICAP ACCESSIBLE THRESHOLD AT TOILET ROOM DOOR FOR WATER - - . % RETAINAGE. E 1. ALL STOREFRONT NUTS AND BOLTS TO BE PAINTED TO MATCH STOREFRONT METAL. ALL PROJECT TITLE HARDWARE SHALL BE PAINTED PRIOR TO INSTALLATION. WALL FINISH CO JOHNSON ITE 4" VINYL WALL BASE I/8"TH. *41-15ROWN TENANT G.C. TENANT G.C. WASHINGTON SQUARE 9585 SW WASHINGTON SQ. • BASE DETAIL-WOOD SCALED„ FINISH KEY I/2" X 4" WOOD BASE PAINTED P-4 TENANT G.C. TENANT G.C. PORTLAND, OR 97223 C 4 WALL GRAPHICS COORDINATE W/G.C. AND CCS P.M. TENANT TENANT SPACE #D08 16 GA BRAKE METAL- FINISH: SOFT RUBBED BRONZE, PER ROOM NAME -00 @T-y APPROVED SAMPLE. TENANT G.C. TENANT G.G. 6,,FLOAT SLAB TO W WALL FINISH STORE NO. 47257 / B WALL BASE TILE USING PORTAND F FLOOR FINISH .:.,\_. CEMENTITOUS CT CEILING TYPE/ PATCH, FINISH W/ FLOORING VCT TRANSITION CLEAR EPDXY CH CEILING HEIGHT WALL FINISH d) KEMIKO INDUSTRIAL (STA-CRETE) *3100 CF SATIN FINISH EPDXY COATING SALES AREA, FITTING ROOM AND 5/S" G.W.B. STRIP SEALER _U CF CEILING FINISH cg-) MIN. 920 COATS- REFER TO MANUFACTURER'S FOYERS. SEE SHEET GI.I FOR SHEET TITLE OVER G.G. TO GLUE CONCRETE _ `ACT CONCRETE .Q MALL TILE MSC NOTES COATINGS SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. FURTHER SPEC.'S TENANT G.C. TENANT G.G. METAL STUDS • ' VINYL BASE TO SLAB da ' SLAB > / ® ARMSTRONG VINYL COMPOSITION TILE IMPERIAL TEXTURE STANDARD EXCELON NON-SALES ONLY TENANT G.C. TENANT Cx.G. ETD. GWB. �! //. % .. 4 // e FINISH • • . . '�< a ' ;: V�-i JOHNSONITE 4" VINYL WALL BASE 1/8"TH. M1-BROWN TENANT G.C. TENANT G.C. PLAN 1 SEALED CONCRETE 1 VCT SEALED CONCRETE TILE VB-1 1 ER LL CRITERIA MATCH MALL FLOORING IN COLOR,TEXTURE AND PATTERN. COORDINATE W/MALL REP.FOR AVAILABILITY TENANT G.C. TENANT G.G. CO® INSTALL TO CLOSURE LINE - , , rt CD STORE FLOORS SURFACE MOUNTED ANTI-FATIGUE MAT CENTERED ON DECK WALL TENANT TENANT G.C. SHEET NO . • u 1 4 BASE DETAIL SCA;EO" © VCT TO CONCRETE SCA1EO" © TILE TO CONCRETE SCALE:" C`.C`.S PRrym RFI PAgP 1 1 . MI9111 fl ',,® ■ 31-111/4" t ill A V.IF. DECK HEIGHT 5'-0" 5'-0" \ \ /1/ t it 1 . FOOT LOCKER INC. \ -\ _ (F-2 /--- ...,,,___ 5 ILLUMINATED LIGHT A5.1 N BOXES - PROVIDE BLOCKING AS REQ'D----\\ / \ \ �20'-0" AFF. STORE PLANNING DEPT \ / A.C.T. PAINTED CEILING 112 WEST 34TH STREET \ / J-BOX BEYOND, - CIO PAINT TRANSITION LINE "PAINT NEW YORK, NY 10120 \ / \ / GRAPHIC TYPICAL OF (3) LINE TO OCCUR AT LOWEST POINT OF MAJORITY OF HVAC\ / A tt� -` DUCTWORK, PIPING, STRUCTURE, BOTTOM OF OBSTRUCTION ETC... VERIFY EXACT LOCATION ARCHITECT: GRAPHIC - - ter' IN THE FIELD X AND PAINT LINE / \ X �; ° P-2 JAMES M . HAM I LL (, N i -` _ 580 DECKER DRIVE / \ / \ r101 N 'OR MCTIITOR LZ SUITE 170 c� W �, N _ EXIT �� P_2 IRVING, TX 75062 Z - / \ N (L lY }- - B Li- ENCH / \ 4" WOOD BASE \ \ V 0 tY I- LL' z }tu EQ EQ Q O nnnnni1unnnnnnunnnnunnunnnus�uui / / / N E 0 T 1 N 41° , ;11 c� 4 5 --s, \ OPENING TO WD-2 P-3 FITTING ROOMS CUD-) P-2� rD FITTING ROOM GRAPHIC ELEVATIONS SCALE: 1/2" = 1'-0" Q INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 4, INTERIOR ELEVATION SCALE: 1/4" = ,'-o" SEAL V.IF. __ wii DECK HEIGHT __ __ _ NOTE: NO PAINT LINE ON INTERIOR OF STOREFRONT , 1-•. :--, ,- •V.IF. ` FAQ. 1.,..+ DECK HEIGHT 1. 4 �< P-1 I NO. C-8545 3 ■ 1 AI 1 A5.1 A5.1 A5.1 A5.1 � REN.4-30-11 GRAPHICS SIZES AND T • �/ 20'-0" AFF. INSTALLATION TO BE r � � A.C.T. PAINTED CEILING COORDINATED W/ PROJECT P-i CONSTRUCTION MANAGER ILLUMINATED LIGHT 20'-0" AFF. REVISIONS BOXES - PROVIDE , 'y A.C.T. PAINTED CEILING BLOCKING AS REQ'D FOOTWEAR WALL ; NO. DESCRIPTION DATE P-2 GRAPHIC AN O 4/28/10 P-2 1 PER L DL RD di BOTTOM OF OBSTRUCTION � TENANT COMMENTS 23'-5" " AND PAINT LINE / 13 -6 1/4 GC PALNTED A 1\ PER LANDLORD 5/18/10 ct ct / - 4 TENANT COMMENTS I I I 'I� p r___ALIGN • • • • • _ ' — I r - ' — • • • • • • i �---i- E MAI —1 Ar--- 1 _ EXIT 0 b 0 / I - - - - - - - - - N ® - - - - - '- - - - - - - - - - O N N •Cr a E _;i L - - - - - - - - - J �r DATE: 4/01/10 0 a 0 0 0 0 0 n q o 0 0 o c �, - - - - - - - - - - - - \\___, _ _ � i� - SCALE: AS NOTED - - - - - - � - - - - ` r GROSS AREA: 2 548 SQ. FT. op I op ,It 1 I. Al Al , _ _ _L J a Al y Al Al i _ P_2 Al SALES AREA: 1 ,660 SQ. FT. WD-2 WALL STRAPPING WD-2 WD-2 WD-2 PROJECT # : 5.857.0210 REFER TO 1/Al2 ' ' ' ' ' G.C. PROVIDED DRAWN BY: bdr 1'-6" X 9'-8" WD-2 MT-D ROLLING GRILLE MIRROR - SEE SECTION 4/413 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" " - '- " 0 INTERIOR ELEVATION SCALE: 1/4 - 1 0 VIP. V.IF. ELEVATION KEY NOTES VII DECK HEIGHT --- ___ __� ._ _ -- -- --J _- - DECK HEIGHT _ _ _ _ — O IN-WALL STRAPPING FOR PERIMETER WALL i _- — -_-_ SYSTEM REFER TO FIXTURE DETAILS 1 4 1 25.1 METAL BAND SECTION / 3 ATTACHED TO O2 CASED OPENINGS REFER TO CONSTRUCTION ,45.1 45.1 A5.1 DISPLAY / DETAILS P-I P-1 AREA FRONT FACE OF DENIM 20'-0" AFF. / CABINET O PERIMETER WALL SYSTEM REFER TO If A.C.T. PAINTED CEILING / FIXTURE DETAILS AREA OF \ C--) VINYL GRAPHICS REFER TO SIC�NAGE / EXPOSED DETAILS P � �� / \ O BRAKE METAL ENCLOSURE REFER TO \ STOREFRONT DETAILS di BOTTOM OF OBSTRUCTION CD I METAL BAND "5 SURFACE IIIIIIIIIIP AND PAINT LINE APPLIED TO SIDE OF I DENIM CABINET , f —I r ALIGN , / 1 • •' •• •• •• •• •• •• •• 1_ Z• •• •• •• •• _J h _ _ _ \G - ;:;;;; 1N //Q� ��cr O TTPJECT- - - CONSTRUCTION MANAGER TO DETERMINE THE 9585 SW WASHINGTON SQ. 1- - - - tIIIii } O0 - - - - - - - — - ACTUAL LOCATION OF THE PAINT LINE. PORTLAND, OR 97223 8 - - - �� - - 3 f - - - - - - _ _ ___ _ - SHELF / O O _ SECTION / SPACE #D08 3 o D Q J , L J - - - - - - - - - - - - - I D 0 0 0 o q o a q 0 p n 0 n �� °- - - - --- - - - - - _ - -° STORE NO. 47257 1 ., 1 oI� � oIt 1 oIp a a a a a s a Al < a a a a 1 1_ _ WALL STRAPPING / - WD)12 G.C. PROVIDED SHEET TITLE REFER TO FIXTURE \ 1'-6" X 9'-8" DETAILS / METAL MIRROR - SEE INTERIOR / BAND \ SECTION 4/A13 ELEVATIONS J 1 �i e \ i BUTT JOINT SEAM, �� NO GAP. SHEET NO. A4 IE 0 1 0 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" CCS PROTO RELEASE,11 02010 V 0 0 0 0 FOOTLOCKER, INC. 102'-9" / ), EXISTING STAIRWELL TO NEW DOOR 2 STORE PLANNING DEPT MEZZANINE ABOVE, TO � 20'-0" EXISTING MEZZANINE ABOVE REMAIN. A5.1 112 WEST 34TH STREET 0 - - - - - - - _ _ — 31-0" OR MIN. DIM. /ALLOWED BY CODE F 0 0 T L 0 CKER INC. 11-1" EQ. jr EQ. 21-1" DICK OR CEILING DECK OR CEILING / FLUOR SP 0RSLUIGHETN D DECK FIXTURE E 11-1" E 11-1" f / / / / 6 6 6 00 00 STORE PLANNING DEPT i . . DECK OR CEILING (NI I cNi c\I \ DECK OR CEILING DCK OR CEILING -112 WEST 34TH STREET ___, ---1 1- --\ - FIN .44-0 \ a . I 46 CONTINUOUS 12" HORIZONTAL NEW YORK, NY 10120 r 21-1" E 11-1" f 1'-1" STRAP BRACING SECURED TO / / / / / 6 6 6 TOPS OF UNITS tp 4-8." O.G. i . " ('4 KNOCK DOWN STORAGE ---,. ---s. 6 —, — SYSTEM W/ SHELVING ARCHITECT: . - . Pr AND HANG ROD d -.(1 2 p1 (REFER TO FIXTURE PLAN W\ 1 LOC,4TION AND HEIGHT) SHELF _1 v a_ Aiit INSTALL PER MFG. INSTRUCTIONS JAMES M . HAM ILL (TYP.) 0 w TY . DOUBLE ROW SHELYING , +9_IN 'fiAll G.C. TO PROVIDE 1/5" MASONITE 580 DECKER DRIVE d ,, ,zzzz o■Asonmrarmo ==== -Cf) \ e . 111 SECURED TO THE END OF ANY ROW `Dz 1,_•) MP I V al OF SHELVING INCLUDING THE SUITE 170 U1110215••■•■•2•219VISIIIIIMIIMP 02 I-1,4NGBAR %-z0 r / INTERSECTION OF ,4NY ADJACENT ROW. d u,„„_„.„_z_f, , (TYP.) INSTALL MILLWORK METAL PANELS LW IRVING TX 75062 , , a . X n---, / area,„0 .— I 1 1 1 z=' ' / TYP. SINGLE ROW SHELVING PROVIDED HARDWARE PER FIXT. MFG. 6 9 •IIIIIII2110■■•••• 6 E w ' / A G.C. TO PROVIDE 1/5" MASONITE INSTRUCTIONS. OR AS DIRECTED BY VAIMIK12101/31/45MOINIMOIFI 6 , , , ' -4. SECURED TO THE ENTIRE 8,4CKSIDE. TENANT CONSTRUCTION MANAGER Elp _ cs, . I-1-1 0 .6 = - a_z d F_s_i In q A.41114 - ROLLING LADDER AND RAL, (1) F'Et at O■ TYPICAL i 9 0 0 AISLE AS MANUF,ACTURED BY RECESSED J-BOX MILLWORK METAL PANEL A WOOD SHELF 0) b co I- 6 7 Ui th A COTTERMAN REFER TO ELECTRICAL SHEETS . . .. • •• :. .. or _\____ r_n____, , E=f2=73 EVE LIGHT BOX 0 , -4 w prrili, , , ,,: .. , INSTALL PER MFG INSTRUCTIONS 0 REFER TO LADDER INSTALLATION I PREDRILLED FASTENER HOLE 0 io 9 L,4MIN,4TED ==== \ , n 1 >w 5 MANUAL PRIOR TO INSTALLING. 0 W/PROY1DED 'Z'CLIPS 41-1ARDWARE •— ' .. • ., .-• CUSTOM HANGER MGR. DESK es 0 / Lu 0 0 BOLT W/ CAP 1-1E,4D A ly , , =.-.:;. -0 NUT 6 A AL. _ .,:stigintriutt ritte■ _ • • IC 1 L L A '11111311111111111 lilt I 1111111111../ r SHELF QUANTITIES PER UNIT ----------- icl § ,.: •:.- :, Arm! -en Fr UNIT HEIGHT OF SHELVES q. r .. ;', P ‘? (0 i Qi 1 121-0" 6 6 21-0" 0.C. INSTALL IN-WALL CONTINUOUS 16 GA. MIN. METAL STRAPPING § " %,:•.- I s,.. • - • IN-WALL CONTINUOUS 12"HX 16 GA. MIN. MET,4L " " 101-0" 5 0) 21-0 0.C. W/ MIN. (2) *10 SCREUJS PER - • •. 0 0 STRAPPING UJ/ MIN. (2) *10 S'-0" 4 6 2'-0" 0.C. Z STUD. REFER TO INTERIOR • -• . ,i. • SCREWS PER STUD. . . .. .. r A IGZLZ_Z_LLI' A, • , , 0 i• . COORD. LOCATIONS W/ ELEVATIONS FOR PLACEMENT v . " - 0 . . .1-7--vm=1 . --::--7==2T . -,t. -4• O'-e" • FIXTURE MFG. 101-0" 1-1 HANGROD 12'-0" H HANGROD 101-0" H SHELVING 121-0" 1-1 SHELVING s 0 , / P SEA E-1)3SECTION— MGR. DESK Eq SECTION HANGROD UNIT k®3 SECTION AT SHELF UNIT Q-3./ . TYP. SECTION AT SHELVING UNITS /- • , • . i . • • • 0 . a...• r 1111k 1: 4/ s NOTE: REFER TO FIXTURE PLAN FOR STOCK .,l 'S. ,o, SHELVING UNIT SIZES, QUANTITY AND % ,- CONFIGURATION. GC. TO INSTALL PER MANUFACTURERS INSTRUCTIONS. . gg 1873 . , tp LIVIN TEXAS.) , , , .r• 8 STOCK SHELVING DETAILS SCALE: 1/2"=t-0" (7 ) MOUNTING DETAIL SCALE: 3/4"--t-0" 6 ) MOUNTING DETAIL SCALE: FULL .f 4 ' `%-, - // REVISIONS NO. DESCRIPTION DATE , , / Ix / z , / COUNTERSUNK FLAT HEAD SHEET METAL SCREW INTO STR,4PPING. PUTTY 1-1E,4D TO / M,4TCI-4 PLYBOO WOOD FINISH , , 111-2" A.F.F. 4 111-0" A.F.F. AL , g TOP OF PANEL `-r -N TOP `ff' 11 -0" A.F.F. AL e /' BOX \ 71) I ‘ '131 (t STRAPPING `r - w__ / , REFER TO ELECTRICAL SHEETS ./- 0 .,,, TOP CAP AO $0, REFER TO INTERIOR , 1 _\ INSTALL 1BL ELEV'S FOR SPECIAL \ / 0 . . . . - °F)XER MFG INSTRUCTIONS COND I T IONS DATE: 4/01/10 • / . . HOLES FOR . , 101-0" A.F.F. AL \ Alm W/PROYIDED 'Z'CLIPS 41-1,4RDWARE / ____ ,,, I / I : : 1 CROSSBAR _ / - TOP OF PANEL .fr I INSTALL IN-WALL CONTINUOUS 16 GA. MIN. METAL STRAPPING SCALE: AS NOTED // 0 62 . --, W/ MIN. (2) *10 SCREWS F'ER \ - s ' , \ , o - Ay, _ STUD. REFER TO INTERIOR GROSS AREA: 2,548 SQ. FT. . ELEVATIONS FOR PLACEMENT 1 \I 1 SECURE F TTING TO PAR ON t.0 P ‘1 0 INTERIOR PARTITION A WITH PROVIDED HARDWARE SALES AREA: 1 ,660 SQ. FT. ■ ci al , X REFER TO PARTITION ° 1- ri S'-10" A.F.F. $w $ / ; ° . TOP OF PANEL PROJECT # : 5.857.0210 o TYPES tu w . . d d) A / ,, 6 P. I \) A - DRAWN BY: bdr Z 5 6 . . 0 A5.I I \ ,/ tl_ N Z : . . w - 0 a_ $ ■ a_ in :-:1 X a_ . . to CY 0 -4 4/ ' -- W - '4 PARTITION REFER TO 4 V /// 6 _ cl) I- ? d) z PARTITION TYPES 11.1 1 , (I cl tu $ .' '/ _ 1=- FM% A 4 1 (r) / SPEED RAL WALL SYSTEM - 01 6 \ I INSTALL PER FIXTURE MFG. co , _ A5.I / 0 / INSTRUCTIONS. \ // 11 / ' co tu tu - / ----,_ ____Jr=.- 111 11 il-- 1 / lir& V i / — -- ==;=' ..— / . ' — , — X 0 6 — 0_ i Ca c•I 4 • . '4 . I— i_ "--(j 0_ 1Y 4 : o _ 2 a ea 0_ - 1--• _ c, // : . . o in 1 (0 7 :4- / 1 'PEG BOARD' METAL 0 / , : . i -6 ill ■ , X PANEL . 'INTERIOR PARTITION - V I- co co - -.= $ INSTALL PER FIXT. 1 : : REFER TO PARTITION TYPES 111 ' • M - A MFG DUJG5 ‘, ci) iu $ ///, : . 0 E 111 .4 ' N // ° . c't / :-- Z X — ' / $ "-i il X 0 6 . ' I I A o UJOOD GABLE a_ 0 ca 1 ---- 1111111 z $ . o \ -a--_ , v N / - : (BEYOND) ui , OZ -1 CD - ' $ (N / I— : ...'-' I ili _ , — _I "4 ' - 4, 7-.[- // ° . tp _ = W. 1Y_ ' $ , 0 0 // : ,. oc, APJ. WOOD SHELF 6 „- d 0 . 111/ PINS z - 'INTERIOR PARTITION - t(?._ U. 6 v iu - _ ,., : o_ , REFER TO PARTITION TYPES 1 tu c•t - 'INTERIOR PARTITION - co 11_ , 9 ,,,--- --- . /1/ . 4 "(j REFER TO PARTITION TYPES / 6 z . 7./ I . : I DENIM WALL FIXTURE Ot 1-- u_ qa _ . / 1 fil a_ /// : . INSTALL PER FIXT. MFG DWGS co , 'PEG BOARD' METAL PANEL INSTALL PER FIXT. MFG DUGS -([ MI 111 \ t t I 'PEG 50,4RD' METAL PANEL w I •4 - K_ 0 0 , 8 K . INSTALL PER FIXT. MFG DWGS 7 101 FLOOR \ 6 0 FITTING \ / $ co \ 5/0" GUJE3 _ cl ( 11111 I FIN. FLOOR! / :- . _ a_za- -- I (,i ". dl, 4 ' t-- PROJECT TITLE __,:. 74 , 4 MDF PANEL I / ° l'- " : / - i_K 01 _ t.i / - 1 , . -? // , BUNKER cf) \ z ' 0 ADJ. THREADED/ 111 i/ g / _ in WASHINGTON SQUARE iii \ LEVELER co § . \ , ' 5 7/ 9585 SW WASHINGTON SQ. 6 ,I . . . COUNTERSINK AND INSTALL 0 1 - ___.-- --___ , Z (11 , i ./ 1 :° : ALL SCREWS IN A STRAIGHT w . 0 PORTLAND, OR 97223 / : w / / : . _ z Q_ -, $ . LINE AT ATTACHMENT OF co ° WALL BASE AS SCHEDULED \ a_ ■ . CABINET BACK TO WALL , Q / / ° WALL BASE AS SCHEDULED a_ WALLA3ASE AS SCHEDULED SPACE #D08 , 1 , ,/; 8 $ WALL BASE AS . ° . 0 J , 0 ° 6 -i 01 - K / - . x SCHEDULED , SCRIBE EASE TO FLOOR 0 _4_ -1 \ <I / 0._ . . //./ 0_ co i 1 / // 0 a_ . 4 <1 0 Ci- — F- / SECURE FITTING TO SL,45 - X , 4 in w I / WITH PROVIDED H,ARDWARE / / A . _ , (y. tii 0 STORE NO. 4 7 2 5 7 , (0 . , e, F... 0 / 01-0" AL 7 1 V-0" AL o i I , /I 01-0" AL --, \ FIN. FLOOR \-IF AL 14 O'-0" AL FIN. FLOOR `r FIN. FLOOR \l' \ \ \ \ \ ---\ FIN. FLOOR \-F FIN. FLOOR `Iv 1,4711 - ..- 11-2" / / / ' " 1 -2 / / SHEET TITLE FIXTURE SECTIONS AND DETAILS SHEET NO. A5 • 1 0 SECTION AT DECKWALL SCALE: 1"=1 -0" \ 4 SECTION AT DENIM WALL SCALE: 1"=1 0 1-0" ) SECTION AT ACCESSORIES SCALE: 1"=1'-0" to S E CT I 0 N AT SHOE WALL SCALE: 1"=1'-0" * SECTION AT APPAREL WALL SCALE: 1"=11-0" \____/ CCS PROTO RELEASE 1 .1 - 03/2010 FOOT LOCKER I NC• PROVIDE HANDLE ON THE TOP CAP TO EASE TI-4E REMOVING OF THE CAP. COORDINATE HANDLE _ r."...1 SPEC WITH FOOTLOCKER CONSTRUCTION MANAGER 1/4" D14METER THRU :N„..0.1E v, STORE PLANNING DEPT $4,3" AF\F. \ V BOLT WITH TOGGLE (PH (TYF' OF 2) 1 12 WEST 34TH STREET m LABEL 2x4 FopLAR 7 / \ // _ NEW YORK, NY 10120 Jo 2 x 4 40111 i 1 PL'IWOOD ARCHITECT: F -1 r-- -07 EA SCREWS PAN i■ , HD ,-/ ------ - ‘ \ ' C fi C __I METAL STRAP (TYF' OF 2) C)/A , ) JAMES M . HAMILL / 1/2" DIA. HOLE IN 5TM CAP k 580 DECKER DRIVE \ \ SUITE 170 /,) " D I AMETER PVC '- TUBE •-,..-,.,:,-:,z, _l__,,,,:,!-% PVC BOTTOM CAP GLUED IN I RVI NG TX 75062 F -1 ,,, ...I PLACE, G.C. TO DRILL 1/2 PLAN fi n DIA. HOLE IN CENTER OF . BOTTOM C,4P ELEV,ATION NOTE: UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW BLUEPRINT SET c-1- FOR THE COMPLETED STORE DRAWINGS m (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) 11. AND PLACE BLUEPRINTS INTO THE PLAN TUBE HOLDER. if) LABEL (WITH CLEAR TAPE) STATING: TI-u5 TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED I WITHOUT THE CONSENT OF THE STORE MANAGER. TENANT G.C. TO SUPPLY AND INSTALL DRAWING TUBE ASSEMBLY 0 0 WHERE INDICATED ON PLANS. I If_ fi PLYBOO BLOCK BEWIND ‘ BOARD FOR MOUNTING- (TYP.2 PER BOARD). NOTE; BLOCK FURNISI-IED BY FIXTURE VENDOR n , 1 -2 1/2" %" G.W.B. OvER I] if f_i z TL d) ) DRAWING TUBE SCALE: 1 1/2"=1'-0" vr..7 JA EsETHAmitt vs) \METAL FRAMING FLAT HEAD WOOD SCREW- I Z CI n Ce O < E 0 E 2 :11" LI) (TYP.4 PER BOARD) \ \ 44 vol:A. - _ \- 'IL---?Hk 4- -II.)- 1873 c., 73 EQ cg, EQ ce w t- 14 *CP I 'MG, EXAS -, III,. , iq IT 31-8" 3'-1 3/4" 21-1 1/2" / / / / \/ , •,- REVISIONS I _,, - - NO. DESCRIPTION DATE -I. METAL PANEL L INSTRUCTIONS 1 INSTALL PER FIXT. MFG. . . . . . PEG1504IRD DISPLAY c-N -c() • • • • • • • A35.1 -cr • • ifl A €3\: SKATEBOARD MOUNTING TO COLUMN (IF APPLICABLE) SCALE: 1 =1'-0" -I. I I DATE: 4/01/10 Nt SIDE E_EVA- O\ SCALE: AS NOTED ,) GROSS AREA: 2,548 SQ. FT. IMETAL WORK SURFACE SALES AREA: 1 ,660 SQ. FT. 1-1" FEG150ARD VARIES- SEE 4a0 \ - \- t PROJECT # : 5.857.0210 ' : L1 VERIFY FEGISOARD , t 7-1 X 1 ANGLE/ I . \ Si--OLUCASE DRAWN BY: bdr % t 1 GENERAL CONTRACTOR TO FASTEN co, 0 i CLEAT TO FLOOR AND FLOOR ,c1 \ Ii II II yf FLANGE TO FLOOR CLEAT- cs, -... '9 1/2" & 3/4"- -- CONTACT FIXTURE VENDOR FOR F'EGB0,4RD DISPLAY ,z____ 1- , // , ADDITIONAL INFORMATION PO% - - - • - - 3/4" 3/4" 3'-a" ,1 / / A SzOT O\ 1::: lz)E WA__ AT _OCR 11/1111 WORK STATION TOPPER- ;C;ø ' SHOWCASE ONLY Vit - I ( 6 PLAN DETAIL @ DECK WALL PLAN VIEW SCALE: 1/2"=1'-0" ®_ GLASS SHOWCASE SCALE: 3/4"=I--0" 4 ) CASHWRAP FRONT ELEVATION SCALE: 1 =1'-0" WI ‘111.110 10 ,45.2 PROJECT TITLE E3'-2 3/4 / / 5,-1 3/16" WASHINGTON SQUARE 2'-3 1/2" 3'42 3/16" 2'-3 1/2" , / / / / WRITING SURFACE 2'-3 1/2" 3'-6 3/16" 2'-3 1/2" / / / 9585 SW WASHINGTON SQ. S'-I 3/1e>" WRITING SURFACE / 2'-3 1/2" 3'-6 3/1g," 2 -3 1/2" \ \ PORTLAND, OR 97223 , , , 7 WRITING SURFACE \ / SPACE #D08 REFER Td ELECTRICAL S1-I.E.E.7TS --, — — — — FOR FOUJ R 4 SIGNAL Ea. Ea. c., -,, X REQUIRE ENTS X , % / . _ i.i, 0 \ / (.1 Ill STORE NO. 47257 ILI / \ I / \ <I bil % ,, 4 ,, . . sp 0 . iA 1 , , , z '' Q tf) \ i--- SHEET TITLE I IT -1 0 c\I I I I I 3 z 1--- Allk CASHWRAP & FLAN VIEJJ A5.2 \ BACKWRAP , „ , DETAILS , REAR ELEVATION SHEET NO. A5 • 2 •0 CASHWRAP REAR ELEVATION SCALE: 1 1/2"=1 1-0" 0 CASHWRAP PLAN SCALE: 3/4 =1 -0" 0 CASHWRAP FRONT ELEVATION SCALE: 3/4"=11-0" CCS PROTO RELEASE 1 .1 - 03 2010 FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M. HAM I LL 580 DECKER DRIVE SUITE 170 O O O CT) , IRVING, TX 75062 I 1021-9" 1 1 1 A' ' VARYING HEIGHT G.C. TO MATCH EXISTING CL-2 e 8'-0" AFF , I G.W.B. CEILING I CL-2 0 8'-0" AFF I 1 SEE 1/A6.1 FOR INFORMATION \, ..i UNDER STAIRS I HEIGHT OF G.W.B. CEILING CL-I 20'-0" I ON SUSPENDED METAL (EXISTING) IN EXISTING HALLWAY PANEL CEILING I o _ _ �� I 111111 FI-4 (E) FI-4 (E) C1 -0 �� _ CL-2 12'-0" AFF I I W • 2 -0 / FI-4 (N) I- \ Am _ rn THG THG THG THG THG THG THG - THG THG TAG THG THG THG THG 1 THG (T.O. GLAZING) I 1\ \ I I8�� � I 1 W . i ,I'.I.'■�-7�iilY--MEE.111100-8" I till -I _ ~ CL-2 a 12'-10" AFF d \ ��� �.W � ( / � '', ^ ��� t �1 FI-4 M) FI-4 FI-4 �� ,'��� �� ��_�� �w W - - g I II n I i vl •1.11!_E111 MII►TT K CL 2 8 -0 AFF I t EM (N) 5 _6 (N) 5._I Ii 111111111111 \/� U - �" ___ �;:� �� U '1 , �� 1 I cL 2 12' m" AFF , (EXISTING) c3 , I I II \� \/ �►�i \/ SEAL Ill I 6 6 A6 A6 11 v :��;:_� �� II� I8" X 18" FLUSH MOUNTED I i t. ��u�� —�■� ';"I� ILINIfib..16. — —� 1 ACCESS PANEL W/ CONCEALED 1 .� ••� L IGH I XTU° �-�t I I I 1 I I I I I I ` - ` 2' "_ 41-0" �1 ;� p CENT: RED I METAL p ' © I ;; HSINGESGFRILRLET AGCESSNT � ,�►�/- - - - - -� �- - - - � I I - - - - � I I- - -1 6' _ f vl, ll I�II1 I �:�I�'I �/- PANES CT -(CAL) . v � ,�'I. !i�j`�'EXISTING G.WB. CEILING I I I I I I ( I - \ FI 4 (N) 1-' �D 4 - �, ' ��" � l) 1 IZ LOCATION ON SIDE OF ENTRY . /' �`� TO BE REUSED TO - 4 -8 v �� 4 -8 I I. SOFFIT TO BE VERIFIED BY G.C. I► i" 2 -0 11111111 - ZI 11 rl� �1 L J I I I I I EM I �� AT JOB SITE < COORDINATED .. C 8545 FULLEST EXTENT. L J v ,iEM I' _ AM ~ cr.0 REPAIR 4 PATCH AS 1- z I I I ( - _ ! !I-I - r�=— ■ 1 ;n W/ MALL OPERATIONS. USE: REN. 30 11 III -�i i N W I I EQUIED. CV.IF.4 I-4 M) 4 - L J EQ. -IEQ. 0 4 �!, c� ABCOCK- AMS, CIEA B-IW i ( L - �I �I r:I � J SERIES HATCH._ F i . _ _ I _i 4Q SEE MANUFACTURER '�0hod - - ( I I - ,- i- AV - '�� �- r INSTALLATION INSTRUCTIONS 1 0 II � �` (N) SEE 9/A6.1 w I ll 1 1 I FOR MOUNTINGz I • JhO 0 I _II I I__• L/ �■�i� ��► n m - � J �� � '� . I ~ W `� I I I' I I I I INFOMATION I I6 \I� u VIM\/ �r 11117 \r ` " 0 • ,I EQ. EQ. I I I I ( ( L - W AI6 AI6 I6 16 Q Alb 21 •�1 _ CL-2 10-) AFF REVISIONS v - 21-11" ` I II. I II II .. - .. ` ` 1 I I- (N) - HIM W/ 2" AP SEM ITIMIIIIIIMIIIIIII- - _ �� - i IiII i� i - - - - - - - _ - - - I EQ EQ - NO. DESCRIPTION DATE ►` _ `_ I C'S r - �! �r'7� � ! � � - - - . �1 PE R LANDLORD 4/28/10 IR —� r I- I _i_ I- - W ST4 - W I I1. _ _ l lIW �l� �al _II l � W i I I I I I I �® Alli THG THG THG ; THG = THG THG THG THG THG THG THG THG i THG THG THG THG THG THG O 4 TENANT COMMENTS • I 1 I I I I d J6 EQ. EQ '01 1 'n 2 -0" PER LANDLORD 5/18/10 1 1 1 -. ( EQ'W EQ' (S b [; I -� 4 TENANT COMMENTS rii-- LL - L _L _1 L - MIIIIIIIIIMIL W }� - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - 1 I I INTERIOR H CL-2 m 8'-0" AFF , 41-0" 3'-0" (EXISTING) I CL-3 OPEN , EXISTING WOOD BEAM e BOTTOM OF PENDANT i ' i SERVICE CORRIDOR \ 121-10" A.F.F. (SUPPORTS I — FIXTURES, METAL PANELS, 4 TRACK LIGHTING 12'-0" AFF I I D.C.A. ` EXISTING MEZZANINE OVER CL-2 e 12'-0" AFF - EXISTING WOOD BEAM BACK OF SPACE) I- -F*:-."- 13'-1" AFF. (SUPPORTS NEW VAV BOX TO BE ' EXISTING MEZZANINE OVER CL-2 * I0'-10" AFF, MOUNTED ABOVE ALL BACK OF SPACE) CEILING ELEMENTS PER LANDLORD REQUIREMENTS: - LIGHTING. SEE Mi.O FOR G.W.B. CEILING MUST EXTEND INTO COORDINATION. DCA± AT MINIMUM 4'-0" FROM DATE: 4/01/10 POINT OF CLOSURE. SCALE: AS NOTED GROSS AREA: 2,548 SQ. FT. SALES AREA: 1 ,660 SQ. FT. PROJECT # : 5.857.0210 DRAWN BY: bdr PIM% N NOTE: COORD INATE LOCATION, QUANTITY AND SIZE OF ACCESS PANELS ilitilik WIT -4 TENANT'S PROJECT CONSTRUCTION MANAGE fR. 0 REFELCTED CIELING PLAN SCALE: 1/4" = 1'-0° III REFLECTED CEILING PLAN NOTES CEILING TYPE SCHEDULE CL-X 6 Xt XX" A.F.F. I LIGHT FIXTURE AND EQUIPMENT SCHEDULE 1. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. CALLOUT DESCRIPITION TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP , %Me 2. SMOKE/HEAT DETECTOR SPACING SHALL COMPLY WITH THE 2' x 2'NON-DIRECTIONAL ACOUST.TILE: ARMSTRONG FINE FISSURED MEDIUM TEXTURE °1833, ANGLED Fl , 1 - I MERCURY MMI32-OCT/ST-C-ELB-UNI - 8' - I LITE TANDEM FLUORESCENT STRIP W/ F032/830 32W TS REQUIREMENT OF NFPA 12-E. THE INSTALLING CONTRACTOR TEGULAR EDGE,FIRE GUARD CLASS 'A' PANEL ON NEW PRELUDE 15/16" EXPOSED TEE GRID e HEIGHT PAL 40T8G CRUSH GUARD SAFETY SLEEVE 4 PAL t8 GAP FLUORESCENT LAMP SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE INDICATED ON PLANS. I-HR RATED CEILING.FURNISHED 4 INSTALLED BY TENANT G.C. MM-132-OCT-C-ELB-UNI -4'- I LITE TANDEM RUORESCENT STRIP W/PAL 40T8C CRUSH GUARD F032/830 32W TS DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE F1-4 I I 2 4 MERCURY SAFETY SLEEVE 4 PAL 18 CAP FLUORESCENT LAMP STARTING WORK, IF REQUIRED BY LOCAL AUTHORITIES. 5/8" TYPE 'X' GYP. BD. ON MTL. JOISTS,or RIGID "X" SUSPENSION SYSTEM, AT HEIGHT MM-132-OCT-C-ELB-tAII-EMPK-4'- I LITE TANDEM FLUORESCENT STRIP W/90 MIN BATTERY AND F032/830 32W TS CL-2 INDICATED ON PLAN. TAPE, SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, Fl-4EM ® - 5 MERCURY PAL 40TSC CRUSH GUARD SAFETY SLEEVE 4 TANDEM TF CAP FLUORESCENT LAMP 3. REFER TO FINISH SCHEDULE SPEC 4 INTERIOR ELEVATIONS FOR TWO COATS FINISH PER FINISH PLAN. FURNISH 4 INSTALL BY TENANT GC. FINISHING 4 PAINTING REQUIREMENTS. F3 - 4 MERCURY TWO LAMP FLUOR INDUSTRIAL TYPE WITH WIRE GUARD 24610 F32T8/1L830/ALTO PROJECT TITLE 4. THE POSITION OF THE TRACK IS TYPICALLY SET OUT FROM CL-3 EXISTING EXPOSED STRUCTURAL DECK NO NEW CEILING UNLESS MANDATED BY MALL OR FIXTURE: "MiE6-2-32-OCT-ELB-UNIV/P.EFLMiE6240 WIRE GUARD: "liJCs-MiEb240 BLDG CODES. F3/EM - 4 MERCURY TWO LAMP FLUOR INDUSTRIAL TYPE,EMERGENCY BATTERY BACKUP WITH WIRE GUARD 24610 F32T8/TL830/ALTO PERIMETER WALL AS INDICATED. �1 FIXTURE: .111E6-2-32-OCT-ELB-UNI-EM/R'FLMIE6240 WIRE GUARD: VS-MIE6240 WASHINGTON SQUARE 5/8" TYPE 'X' GYP. BD. ON MTL. JOISTS AT HEIGHT INDICATED ON PLAN. TAPE, SPACKLE, PART * (HOUSING): TCB20 PART " (TRIM): 626C-WI-1 6" OPEN PAR38 5. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE TI-4E AIR CL-4 SAND, SMOOTH AND PAINT. ONE COAT SEALER, TWO COATS FINISH PER FINISH PLAN J6 0 - 6 JUNG DOWNLIGHT-HOUSING W/CLEAR TRIM ALZAK (SILVER) FINISH PHI4418 CDM i25W/830/1FAR38/25 9585 SW WASHINGTON SQ. AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE FURNISH 4 INSTALL BY TENANT G.C. UL RATED 1-HOUR UL416-49-R5HC-42-GR16(42W) PENDANT W/16" SHADE 42W CFL DUAL TAP PORTLAND TENANTS PROJECT MANAGER AI6 O - 12 ANP LIGI-ITING BALLAST BLACK CORD GRILL WIRE GUARD INCLUDED 26815 PL T42W/35/4 PIN , OR 97223 6. G.C. TO ADVISE TENANT PROJECT MANAGER OF MAX CLEAR HEIGHT ST4 0 - 2 STONCO VP-11-GC CAGE LIGHT PENDANT MOUNT WITH (1) 100 15691 EL/MDT23W MINI TWIST SPACE #D08 IN STOCK ROOM PRIOR TO PROJECT COMMENCING. TI-41S IS TO ALLOW WATT A LAMP SUSPENDED W BLACK CABLE THE HEIGHT OF THE STOCK ROOM SHELVING TO BE MAXIMIZED THG - alo CON-TECH CTL2838N-U GIMBALL RING TRACK HEAD - UL RACING MAX. 25W 14418 CDM-125W/830 PAR 38/25 ,. GC. SHALL FIELD EXAMINE THE CONDITION OF EXISTING "LT-8-5 (8' LENGTH) STORE NO. 47257 TENANT DEMISING PARTITIONS 4 EXTERIOR GLAZING TF - - /' \ ONTECk WALLS AND POVIE FULL HEIGHT 4 FINISHED PARTITION CHANNEL "LT-6-5 (6' LENGTH) - TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED TRACK 41-T-4-5 (4' LENGTH) I PARTITIONS AT SALES AREA MUST BE TAPED, SPACKLED AND °L-T-2-5 (2' LENGTH) PAINTED IN THEIR ENTIRETY. SP 0 - 4 BOSE FREESPACE MODEL 16: LOUDSPEAKER (TYP. OF 4) FIRE SPRINKLER SYSTEM: SUPPLIED AND INSTALLED SHEET TITLE EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED SD O SMOKE DETECTOR BY TENANT'S G.C. PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND LOCAL CODES. ALL AREAS TO BE ORDINARY RA / _ _ RETURN AIR GRILLE OR DUCT, SEE M10 FOR MORE INFO. REFLECTED HAZARD GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT SA ):( - - SUPPLY AIR DIFFUSER, SEE M10 FOR MORE INFO. CEILING PLAN BEFORE WORK COMMENCES. ALL SPRINKLER HEADS WILL BE SEMI-RECESSED CHROME TYPE CENTERED IN 2X2 El ® - 6 HIGHLITES BP-PLED-5-R EXIT LIGHT W/ BATTERY PACK CEILING GRID. SPRINKLER HEADS - NOTE: SYMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS. D ® I - EXISTING EXISTING RECESSED FANLIGHT UNIT WITH LIGHT BULB VERIFY EXISTING BULB 4 RELAMP 0 1 SHEET NO. A ■ , NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (R) = EXISTING FIXTURE TO BE RELOCATED - VERIFY EXISTING QUANTITIES NL = DENOTES NIGHT/EMERGENCY LIGHT C':rs PRCITC) RFI FAS�= 1 - a'�,° %9rii n EXISTING DECK PAINT: P-1 EXISTING STRUCTURE V.I.F. UNISTRUT TRACK FOOTLOCKER, NC. PAINT: P-1 UNISTRUT BEAM CLAMP PAINT: P-1 - STORE PLANNING DEPT 1 112 WEST 34TH STREET 1/2" THREADED ROD NEW YORK, NY 10120 EQUAL EQUAL 1 -Q PAINT: P-1 10'-1 m" AFF ' i' I 1/ G.,-"- ------ - EXISTING DUCT ARCHITECT: JAMES M . HAM I LL UNISTRUT TRACK 580 DECKER DRIVE \ SPRINKLER PIPE PAINT: P-1 PAINT: P-1 SUITE 170 CUTOUT IN METAL i. MI��®� DIAMETER LARGER 1N + I RVI NG , TX 75062 / ,7 \--,--■-/-\. THAN THE ESCUTCHEON I 2 ( LING PANEL / *6 TEK SCREW BLACK FIXTURE 6" O.C. MAX SPACING 00 ' 1 PROVIDE ESCUTCHEN DRAWINGS I / 6ENCI TO MATCH CLG FIN. AREA OF PANEL SPRINKLER HEAD OVERLAP 1/2"ALL THREAD F3 LIGHT FIXTURE , / ' \ 111 1/2 "NUT PLATE Ill CHANNEL NUT —nom ELEVATION 1 ELEVATION 2 Ea PAINT: P TRACK J METAL PANELS WI \�\•\• •N....,0 • OVERLAP 2" O ; * O / . 0 II m; *6 BLACK TEK SCREW 6" O.C. SEAL 4 ' ‘kti . L* ea iv A"mow Alliftn--- # wo,) .... kts WILL '51-k 1873 9) SPRINKLER HEAD DETAIL (IF REQUIRED) (8) HANGING DETAIL OF METAL GRID PERPENDICULAR TO UNISTRUT SCALE: 1 1/2"-=I-0" X X Q FITTING ROOM LIGHT FIXTURE SCALE: NTS SCALE: 3"=1'-0" it a Or 1 EXISTING DECK PAINT: P-1 REVISIONS 1/2 ALL THREAD I UNISTRUT TRACK - EXISTING STRUCTURE V.I.F. NO. DESCRIPTION DATE PAINT: P-1 *VIP BTM OF DECK. PAINT: P-1 'IIUNISTRUT BEAM CLAMP �N� UNISTRUT TRACK • ; PAINT: P-1 =- :31 r--I- ii J_ ' 1/2" THREADED ROD - _ r \_ \ -1/2" THREADED ROD• • • • � II: '"111 • EXIST'G SPRINKLER LINE / PAINT:- O O O O O 10 O \ - . O O O O O . O O O PAINT: P-1 \ GA. DIAGONAL SPLAY WIRES 0 0 0 0 0 0 ~` HVAC DIFFUSER SHALL EXISTING DUCT (EACH DIRECTION) �� �\ DOUBLE UNISTRUT TRACK BE INSTALLED Y X TT =�- 1/S" GAP BETWEEN OUTSIDE OF METAL \ ACCESS PANEL AND PANEL AREA. BOTTOM / UNISTRUT TRACK ��� ADJACENT METAL OF DIFFUSER SHALL / \ d; (BEYOND) AMR G.W.B. CEILING PANEL ALIGN WITH TOP OF PAINT: P-1 % \ DATE: 4/01/10 ALUMINUM PIPE FLANGE *6 TEK SCREW SLACK METAL PANEL / \ I BOLTED DIRECTL1- TO UNISTRUT 6" OC UNISTRUT SUPPORT. r., 's/ABOVE CEILING UUI� SCALE: AS NOTED THREADED CONNECTION BETWEEN - - \ GROSS AREA: 2,548 SQ. FT. FIFE AND PIPE FLANGE F= _ -_- 1/2" THREADED R■J'D $12'-P" A.F.F. `w th' ALUMINUM PIPE PAINT: P-1 BTM OF METAL PANEL 2" 1/2 ALL THREAD SALES AREA: 1 ,660 SQ. FT. MONITOR PANEL MOUNT METAL CEILING PANEL *6 TEK -1/2 "NUT �Il REFER TO FIXTURE SCREW fl PLATE PROJECT # : 5.857.0210 , ■ UNISTRUT TRACK rig MFG SHOP DRAWINGS BLACK �IIMI CHANNEL NUT SUPPORT. PROVIDE VIDEO MONITOR FOR ACCESS PANEL _ _ °" .4 �\ REQUIRED RED SUPPORT UNISTRUT TRACK *6 BLACK TEK OVERLAPPED APPED MAX C ..e74.. DRAWN BY: bdr MONITOR BOTTOM PAINT: P-1 SPACING PAINT: P-1 TO KEEP METAL SCREW PANELS T UNISTRUT TRACK PANEL FROM SAGGING. AT OVERLAP OF METAL PANELS PAINT: P-1 PANELS *6 TEK SCREW BLACK rift 6" O.C. AglitIII lic,9% \ . ,. +1/16" MAX GAP BETWEEN METAL CEILING PANEL ACCESS PANEL AND METAL REFER TO FIXTURE CEILING PANEL MFG SHOP DRAWINGS LIFT UP ACCESS *6 TEK SCREW BLACK PANEL ATTACHED TO CONSTRUCTED W/ UNISTRUT FOR METAL CEILING PANEL SUPPORT le MONITOR HANGING DETAIL SCALE: 1 1/2"=1'-0" 6 ) ACCESS PANEL DETAIL (IF REQUIRED) SCALE: 1 1/2"=1'-0" E \ HANGING DETAIL OF METAL GRID PARALLEL TO UNISTRUT SCALE: 1 1/2"=1'-0" EXISTING DECK 2" OVERLAP AT ALL PAINT: P-1 4 s SUPPORT ABOVE UNISTRUT PERFORATED METAL PANEL %MO diall EXISTING STRUCTURE ( A6.1 EXISTING DECK (/ , A6.1 89"L X 48.094" W. PAINT: P-1 PAINT: P-1 (TYP) r v I F EXISTING DECK .. �I \ ■ UNISTRUT SEAM $BTM OF DECK r PAINT: P-1 f d CLAMP EXISTING STRUCTURE 8 J PAINT: P-I $v I F 1 A6.1 PROJECT TITLE -L_„ UNISTRUT TRACK BTM OF DECK �- r 1 r iiiii,' PAINT: P-1 L•j UNISTRUT BEAM CLAMP _ EXISTING STRUCTURE V.I.F. WASHINGTON SQUARE PAINT: P-1 - . �, %.' PAINT P-1 UNISTRUT BEAM CLAMP \ / \ �_ �_1 , �' 9585 SW WASHINGTON SQ. •/ \ / 1/2" THREADED ROD m r- PAINT: P-1 = FRONT PORTLAND, OR 97223 i N I OF - _ STORE S PACE #D08 .. -------- - / = 4 _ - 12 GA. DIAGONAL \ SPLAT WIRES m O -m m , . 47257 CEAGH DIRECTION) _� STORE NO.Ni UNISTRUT TRACK III Ark \ PAINT: P-1 - ir �. - i t=��(.7 L. A6.1 N — 1 `I \ \ SHEET TITLE ■I���ow∎-w,d.,■pnwl ice\/�T.T���r�r�\/ F3 LIGHT FIXTURE I -0 BTM OF PENDANT • 2" 21, 2" 2 /2 FULL LENGTH All•111111111 , CEILING LIGHT TRACK �y �y y� UNISTRUT FOR 3'-10 1/S" 3'-8 1/8" 3'-S I/S" 3'-S 1/S" 3'-S 1/8" 3'-lm I/8" THREADED ROD BTM O PENDANT ---- �T/T�W 23'-2 9/16" SUPPORT TURE SECTIONS PAINT: P-1 LIGHT FIXTURE —g•.T�•— AND DETAILS • UNISTRUT TRACK (NOT INCLUDING CAGE) HOLE IN GRID FOR SPRINKLER ACCESS PANEL- PAINT: P-1 PENDANT MTD LIGHT HEAD- DIAMETER 2" LARGER THAN COORDINATE WITH *6 TEK SCREW LIGHT TRACK FIXTURE SPRINKLER HEAD'S ESCUTCHEON. CONSTRUCTION THROUGH LIGHT REFER TO LIGHT FIXT. REFER TO LIGHT FIXT. SEE 9/A6.1 SCHEDULE MANAGER EXACT FIXTURE CABINET INTO SCHEDULE � �� � T I SIZE AND LOCATION UNISTRUT ABOVE OF PANELCS). A6 . 1 METAL PANEL SHEET NO. 4 F3 LIGHTING FIXTURE SUPPORT SCALE: 1 1/2"-1'-0" DETAIL FOR TRACK LIGHTING SCALE: 1 1/2"=1'-0" '- " _ , DETAIL FOR PENDANT LIGHT SCALE: 1 1/2 -1 0 � HANGING METAL CEILING DETAIL SCALE: 1/4"=1'-0" CCS PROTO RELEASE 1 .1 - 03 2010 • . , . ; . I . . . , . FOOT LOCKER, INC. • . , . , . . . . STORE PLANNING DEP1 1 . , 1 12 WEST 34TH STREET . , NEW YORK, NY 1 0120 . i . , ARCHITECT: . . JAMES M. HAMILL 580 DECKER DRIVE SUITE 170 IRVING TX 75062 AREA SITE PLAN MALL KEY PLAN .,. ,. •,",,- '',--: ITA , '',;7:t/: ' .• ..,,,•,.-.3-$:, .,„„ '. „ „ ,„. ..... r , ; ..., . , ,r,„ .... f :. ,..,-; • . '; k;:,;?„,.„, . PoilianC / " ,- ; ,,,,,,,, „ .1,L=. ASA., "-3,-,"t ( ",t` -:' ''' 11. ff, 147i 4; .''.." "t4 r 47,. 4,...4.7„--.2".m• * i '''' F%‘v:r,,,;, ,;„/,,, , :.,.,, ;, ,J.;1 .; ,, ''. 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L3'72:',:t' .' 31 ',.''', t,, WASHINGTON . ...... .,,,,, 1 --, $ ; Lz_.. ,,. ,......-4.--, I a: --------- ,:..- 1 -,,I ''... 1 q i ' I: \?/,';',-:--- t.',24', / SQUARE , $.''' „.......„,- .-4 •-,, ---,'; ' -, 1 -'-'1'; ',.;.k I, ,...„L''.........._._. ...,---- 1 co,'';,,,,;(2- LI , .....- , - t „, ,y, ,,,,,,, T': ',!: .;_„...... .0 -;--,j;,:-..„,;',....4.z.:-A•z=';'4i - 1 M ALL /,:-.1:.. . —,..,._,...._ ,../.2!-i.7.,.':31:i'..'' -;:...;.. '''_I -,..., ,:,-,..„;,, .>! .;;..;.,..1;;,,,,,',..e.:;,..;'1: ''.. .,:','-i/7 ';4-;;., -A 1 , . ,.,., 2,,7, .,. s.•. :. ' I- , ..jt: ,.----.„„ l'c';$2/.,5' —_-_,..-„,„ REVISIONS ,_...... ::: ,.,,-; r't4P'■ ' '''' r t '' I 1.'r L- f( .' Y.i:>':;;,;..r' •:, ■.„.. ..0./ „, III) NO. DESCRIPTION DATE ,.; . ..? ,,, .,fr--, ,:.-;',:- ,, ,t ,..ff ,i- ''''' -.-I., r + --- : 1 ' ' LI 1\ I PER' CITY COMMENTS ___i 6/8/101 i 1 1 ...: €-.,.,.,,,,,,,,,2,1 1111I 1 ..,....., , - , , . 3- r , \ L . L----1- , ',14.. - -?"1' 1 ',, -- ' ''--- - r,,30: •••,...*:d). ,,,,„ ,• :..,.. , . ,..„,..:.:, ---t L____________ ri .. .,vc-e, ''':•,''5 '...,4, , „ ‘.4. I I ----1----- ill PROJECT DIRECTORY CODE INFORMATION L -7 LIST OF DRAWINGS . a MIIII .I iI i i , I REVISION DATE AND NO. TENANT APPLICABLE CODES: 1 SHEET 1 S-EET TITLE - ----- 1 A ---A-T-Z ,_...T__,______,/.4\ L/Zt''''......,\ 1 CCS 1 - 1 I FOOTLOCKER INC. ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY SHG1.0 1 SHELVING COVER SHEE.T , * 112 W. 34th STREET WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS -- - - I- - -------- NEW YORK, NY 10120 AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SH1.0 1 STORAGE SHELVING PLAN • I SATISFY ALL APPLICABLE CODES, ORDINANCES, AND 1 SH2,0 STORAGE SHELVING DETAILS •• i DATE: 4/01/10 PROJECT CONSTRUCTION MANAGER REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. -41--- JAY FOWLER ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY L SCALE: AS NOTED TEL: 858-274--3682 SUCH AUTHORITIES SHALL BE PERFORMED BY TENANT'S EMAIL: JFOWLEROFOOTLOCKER.COM [------ -..i. CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR GROSS AREA: 2,548 SQ. FT. THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID PROJECT DESIGNER: SALES AREA: 1 ,660 SQ. PT'. SHANNON DUNN FOR BY THE TENANT'S CONTRACTOR(S). APPLICABLE TEL: 212-720-4229 CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: EMAIL: SDUNN@FOOTLOCKER.COM PROJECT # : 5.857.0210 APPLICABLE CODES: (INCLUDING LOCAL AMENDMENTS) DRAWN BY: SHOPPING CENTER INFORMATION I , _ _ bdr WASHINGTON SQUARE MALL BUILDING CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE (2006 IBC) 9585 SW WASHINGTON SQ. I MECHANICAL CODE: 2007 OREGON MECHANICAL SPECIALTY CODE (2006 IMC) PORTLAND, OR 97223 ELECTRICAL CODE: 2008 OREGON ELECTRICAL SPECIALTY CODE (2008 NEC) CONTACT: ROGER OTT PLUMBING CODE: 2008 OREGON PLUMBING SPECIALTY CODE (2006 UPC) TEL: 503-639-8865 FIRE CODE: 2007 OREGON FIRE CODE FM% EMAIL: ROGER.OTT@MACERICH.COM OTHER CODES: ADA LANDLORD INFORMATION W/ ALL APPLICABLE LOCAL, COUNTY, STATE AMENDMENTS ' , ill MACERICH 401 WILSHIRE BLVD., SUITE 700 OCCUPANCY GROUP: 11 SANTA MONICA, CA 90401 M CONTACT: TOMOMI MARZAN TEL: 503-352-8884 CONSTRUCTION TYPE: EMAIL: TOMOMI.MARZAN@MACERICH.COM II ARCHITECT JAMES M. HAMILL, AIA --_--___ 580 DECKER DRIVE .-- lilt SUITE 170 IRVING, TX 75062 I CONTACT: BRANDON RENFROW I TEL: 972-714--0420 EMAIL: BRENFROW@PRIZMARCHITECTS.COM STORE TABULATION SYMBOLS ** PLEASE DIRECT ALL INQUIRES TO PROJECT I OCCUPANT r.---\-\ CONSTRUCTION MANAGER AREA SQ. FT. CALCULATION LOAD RATIO CALL OUT gal, *—DETAIL NUMBER /LETTER SECTION AL REVISION I lir -<----DETAIL SHEET VP IDENTIFIER j ,) STOCK SALES AREA: 1660 SQ, FT/ 30 PERSONS , 55 65 % STOCK AREA: 320 SQ. FT/ 300 PERSONS I 1 13 % ELEVATION AI MINIMUM EQUIPMENT 1 Mr AI FINISH IDENTIFIER RE F--(9- 1 NON-SALES AREA: 568 SQ. FT/ 300 PERSONS 2 22 % CLEARANCE TO DOOR IDENTIFIER WALL PROJECT TITLE TOTALS 2548 58 100 % SECTION r: Ir---4\\> SCHEDULE REF. TO EQUIPMENT. 1 REF. TO PARTITION SCHEDULE LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS SCHEDULE WASHINGTON SQUARE MINIMUM COLUMN 67.\_ DOOR 2 ARE REQUIRED & PROVIDED PLAN CLEARANCE 5-0" a GRID LINE .,..,2 IDENTIFIER REF. 0 1 9585 SW WASHINGTON SQ. EXISTING MEZZANINE I ---I 1111 ,-- ' OLE' TO DOOR 1 500 1 2 ' DETAIL MO SCHEDULE PORTLAND OR 97223 SPACE #D08 ABBREVIATIONS A.F.F. ABOVE FINISH FLOOR LAV. LAVATORY R.O. ROUGH OPENING STORE NO. 47257 BRG. BEARING MFR. MANUFACTURER R.U.G. ROLL UP GRILLE I. BLDG. BUILDING MAX. MAXIMUM SIM. SIMILAR B.O.S. BOTTOM OF SOFFIT MIN. MINIMUM SPEC. SPECIFICATION . CLG. CEILING MISC. MISCELLANEOUS SQ. SQUARE SHEET TITLE C.L. CENTER LINE N.I.C. NOT IN CONTRACT STD. STANDARD CONST. CONSTRUCTION O.C. ON CENTER TYP. TYPICAL COVER SHEET DIA. DIAMETER OPP. OPPOSITE U.N„0. UNLESS NOTED DIM. DIMENSION PL. PLATE OTHERWISE (SHELVING) EQ. EQUAL R., RAD, RADIUS VERT. VERTICAL FT. FEET R.C.P. REFLECTED CEILING VLF-. VERIFY IN FIELD I FLUOR FLUORESCENT PLAN W/ WITH GA. C A•1,I GE REQ'D REQUIRED W/O WITHOUT , 1 G.C. GII--N ERN_ CON IRA ri..)R REV, REV:Si ON WI!. V\130D . , • I G 1. O )SLI V NALL f.),,C')A R 0 RN' k.,.):.1k1 i H,, H 1-,. 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' ___ ______________- --- _-=-_-_-=_-_-======= . _ _ - - - - - - _ _ __ _ - - - - - - - - - - ___ _ _ __ _ _ _ _ _ ___ _ - - - — 7 —f - - — — 1 FER CITY COMMENTS -- , 1 I INTERIOR 1 , 1 , 1 1 1 SE_RvICE CORRIDOR - - II , 1 11 1 1 20 -0 ' EXISTING E MZZANINE ABOVE 11 --1 ___Li -,t.' 1 i 1 F- 1 —111 -+ 1 _ ,-----.„ — DATE: 4/01 /10 (,,,,,, (xx\ K7.)' i IREFEENCE CONSTRUCTION DRAWING'S, I \ SCALE: AS NOTED , ± I 1 \ 1 , ETAILS, 4 ELEVATIONS - .ARCI-41TECTRAL I 1 1 5.-ITS. 41.0, 41.3, 45.0, 4 A .O. GROSS AREA: 2,548 SQ. FT. 11 ------ 1 I \ I ! ARCI-IITECTURAL 4 MEP E-)RALuNcle, uNEE _ 1 I SEPARATE PERVIT. SALES AREA: 1 ,660 SQ. FT. 1 1 I 1 1 il EXISTING MEZZANINE PROJECT # : 5.857.0210 1 i , i I, To !REMAIN AS-IS, NO MOD IF I CAT I ONS. REFERENCE PIXTL-RE DETAILS 4 FIXTURE I 1 i PLAN - ARCi--11TECTLIRAL Si--1TS. A .0, A .1, 1---- 2'xal 4' X SI I 41 X a' 4' X E3I i 1, DRAWN BY: bdr I __ 11 $ A5.2 FOR FIXTURE INFORMATION. , l' 100 I j \ X SEE 5 -4EET SA--2.0 FOR STRL-CTI.,11RAL - - -,, I - I. co, II DETAILING OF STOCKROOM SI--IELVING. r() I 3'-e" 31 X al -4' X a,' -4' X S' I X * firffarit - I 3' X a' 4' X aI 4' X sI x 'i cr, — 6 Co MEZZANINE „_,,,„,, - 1 VII co I NEW a' SHELvING ON EXISTING MEZZANINE. I 1:=IESE 4,L.IJ NGS ,AF =--TO'F 54 LV NG , -I- 3' X a' 4' X aI 1 4' X sI 3'-1" X I ONLY - ALL 4,, C1=H I ,--- C-L-LA,_._ 4 7- 3' X a' .4' X a' 1 4' X SI lk , L____ VHF E;IRALLJINGS LINDEIR a- F4JRA--_-_-_- PERM -, I 1:0 CO c0 CO X -130 i - I .3 ..011 X X 3,..0t; I 'I• , Ilk I I I I A I -I- I. 1 lII'I I I, I 1 in I ., . • ' II II -(Y3 - i X 1 I - 'I I i I .. . i I i -(-- L 4' x s' „ 4' X 0' 1 4' X a' . . . . ., -_ _,_, , _ , PROJECT TITLE WASHINGTON SQUARE 9585 SW WASHINGTON SQ. • , PORTLAND, OR 97223 , , , SPACE #D08 STORE NO. 47257 I SHEET TITLE 1 1 STORAGE 1 , i SHELVING . , . . PLAN , . . , . , SHEET NO , ,,.., , il . ' FIXTURE PLAN SCAE: 1/4" = 1 '-0.: ■ i COS PROTO RELEASE 1 .1 - 03/2010 _ . _ • I h)OTLOCKER, INC. STORE PLANNING D .Pt ' 1 WEST 34TH STREET; YORK NY 101 0 ARCHITECT: JAMES M . HAMILL , 580 DECKER DRIVE � ! 1 IRVI TX 75062 ,�/ I i > ! 1 I / i/ 1 ' I !iii ---- 1 `='i' �� - - - �% I i' � ' I I � r ' Iw':� /i/ 1 I\` \/ti" ! i i! r I �'� II �( - ( I j) 1 ,"'r I i „1 i I 1 / �� r 1 „...-1 ll ' I �C' �, I ; i I /i „.j.1.-,--- I■ ; !` `� I %'' // + '/- it '�- ,' I - \ 'I I 1' / 'I ' --�, ! , /.., , , r 1 / '�, `� Imo_ I _ ,.._, _Th ,,, , ,1 -,,, ,,I I I I I / -K- I I I ! GA i,,, ; I ' Y I I '"` / 11 1 a G G I '`) .� I I � i I \„ �/// I PI n �V�11�� I( ,--,. /IN I / � I �I i J� /:�`; I�+ 1 +L fit" ! I r > l./ ' i+ 444%%% I. } ; . T ' ,./,--.1 - -- II U) �• / r. /T, /- /� I ' 1 ^=\;i k , F. % I I �6` \ 1'i I ( 1 , 4 l E,: ', 2EVJ� i Z ! % Ii =//� y ` I /'K r_ � `� II U1 1 U I I / � .___H______;:;_,_______;.. _�'' '4 ,,,, ''.1- I 11 ,...--T)-..j 1 gg. , ,.....11 II �y I !� I n I 1 � ' I I c� \\��I / 'l ,� q /4 F,A, �� \;JI // f 4 4 ° t ri, - 1 I I �� - � I ;�� - j �\ l G 5,f�\\ „� r 1 Qe ° a a Ai �/I I �� — i I ( [) �� I ���'' ,/llkS� GW I ° a ° I Q 64, y/ C �I =l ! p w .. a .► 1,'4"0 RIVET ', i, i9 in Q� CN� 1 p�C 2 tRf v � � •• I W C9 'O --- PO:. ASTM A345-i9 *tt:-- -- "T' POST COL. „I „ POST 'O' ! ) y I COL. ,l C� 1 G. GA. 14 GA. „ - - — - ,� H DOUBLE P1VEC ; "SERB" BEAM "'""ANN: Z\1 I 2 3/'8'0 �N_, vR BOLTS 1 --3/8" ANCHOR BOLT 1 4 G.A. ' t="i -^r GA. 2„ EMB. (SEE NOTE N0. 3} ?" EMB. (SEE NOTE NO. . ) Z 1 I I POST 1~ BEAM CONNECTION 2- _ BEAM CONNECTION 3 BASE PLATE DETAIL FIXED SHELVING 4 - - - - - - - - 1 REVISIONS I I \ -- - --I 1. -- i 1 NO. ' DESCRIPTION I DATE PLUG j - 1 12 TEK SCREW 1 4 Q I I WELD 1 a PER CITY COMMENTS /o/S/Io 1 7 u)! - I: I j 4Q 0 -- — - - EACH SIDE OF POST 'Q 1 `- 1 oR TO THE POST s -- - - - - �IQ I �, �I ! - -.- - - __ !I t''/_--/1/- HcL Vir Br ��, J= AM- I 1 ii �' Q /, X -- % C- 1" THICK PLASTIC BRAKE SPACER I ± EXISTING IN'. STUD tilA.l ' / /� ` r 1 5 �Jl E ! I IpG / / CORNER BRACE ( I -T r— — — — -- - — -- — --— Q E (A y' �i i/‹.---.� �� 4 Q v , ,- I ANTI—TIP & C U!D E CON N, - —r\ I - -I I j — —1 Q (3 / j \\ - -J U �I PRE :S WITH FOOT !\ I i Low...A !� '''-•,,, — t , — --i — WALL , T' Q \ 4Q i ! a SET ! I q % / / \\ �.. \ 4 Q PRESS WITH FOOT -- - -- -- /' / 14 Q ' IN TPACK ANT!---T'P 1/4" BOLT ss I /� // r \�.� I - -- - TYP. \ )r 1 1/8" r. " T 0 RE:EASE i - - - - - - F 1 SF1[.w1Nr POST CONNECTED c' cARR,AGE �. \ i � — — — — — i SPACER AS - /,` I o /' 4 Q ry.9 �� 1 will.V i_I 1 «�I�oII / i q WIT /4'q SCREW- PF:R POST �\ I J TRACK A J?I F' -- \\ I ;� ; I i DATE: 4/V I �� id i REQUIRED \\ I i /� - �/� \ \ - -= -I — — I / Loop / o/%r/ '�- ----")'- RUBBER STOP —R _, R _ �F' a ai //�\, Q \� - 1 rOOrBRAKE h I RF ,1, SCALE: AS NOTED i Ji i 1 I � //� Q Q GUIDE J j I 1 1 I I SHELVING BEAM ,.,,r.,, i \\ ' Q o = , UP SC,RE:W 1 1 \ 1 I \� K �� � --- \ I-- -- I�C+� ® ��' / , GROSS AREA: 2,548 SQ. FT. / I P� �. I 77 ' ; SALES AREA: 1 661 S �. /y/ tt 12 TEK SCREW -! = ( _� „. \ Q i i----- %-' �/i < I - - , Q� 1 �� J BOTTOM SCREWS-- _ L I x �� „ �\ , 01 Q j// / -- PROJECT # • 5.85 ;kJ 7.02101 w 57. 1 0 % I FRONT VIEW SIDE VIEW' bdr \ ,'\� � _ / 2 1/8° DRAWN BY: ,tea ! --J-k I : � / ' 5 1/8" I — -- -- ----„,1�� TEK SCREW SHELVING BEAM OR SHELVING POST (�� , / / 3/8"0 ANCHORS 2" EMB.--/ I TO THE WALL / TOP TIE 13" o.c. (SEE NOTE NO. 3) I 12" DEEP SINGLE SHELVING WALL CONN. , CARRIAGE AND TRACK ASSEMBLY SECTION A-A (6) oo T BRAKE C)-_1-1 NOTES: 1 1-DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS i AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS U I t' OF THE IBC I 2-STEEL FOR ALL SHAPES FY..----36 KSI. ASTM A570-85 GR.36 (EXCEPT AS NOTED) 1 1 � lir Ili f 3-ANCHORS WEDGE TYPE, HILT! CARBON STEEL KWIK BOLT PER ESR 1917 I I (SPECIAL INSPECTION REQUIRED) 46i�1 t 4-CONCRETE SLAB 4" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF i 5--STORAGE SHELVING CAPACITY 100 # / LEVEL 1 --R- - I 6-ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY U WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS I r A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA I I - 24" SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 100 #/ LEVEL I I� \ % J 1 48" -----1 _ 24" f i 1-% ;S1 3 . /- / „ y ✓ '-L ;t:_ 36„ 12„I 2„ 12 SrE - i -�I - \2)- -11/ I 48” m� 36 & 24' I (l I::LI : i1 I; - - i, I , TJr� \'TIE_ I I ! Tl Y „ E 21 r I C (FING��s j I it I r� � � _ ��t� ,— �`� 11 11 z I,,II 1 II 'i I ( _ CO- /� ! I! 5 E-L_=Vi IG F _ I ON1_ -=I 'i PROJECT/� 1 o - - — - .� _ TITLE j r s \ I ( BOLTED 2 PLACES 1 j 2� i _ /I —) — � � © BACK/BACK I' III FRS` w I V 5 i �1 1 E S F FT--=',,Z,\ 4 7 �_ I I I - - 1 WASHINGTON SQUARE 1 11 !I 1 l 1 I1 _ ' 1 h 1 1 1 _ c 1. ;� I i X71 11 11 — - - - - -- - -- - - - 9585 SW WASHINGTON SQ. I �/ — I u i V Ij it II mil ' ' ! % �6� I li ._� j I� - / ,, ! 1 1 1 II 1i j : �_ !, 1 _ ±ji-= i i POR TLAI�ID, OR07 8 I \4 S i 1 r--- _.I„,,,c- �iI _ I I - II — I_ .- - I- ' I� - - —__ SPACE #D08 ---- (2)- 1/4"0 TEK FIXED MOBILE I I i I 1 SCREWS PER POST I I I I I I - / ry��,,rJ N {?4;s*/fy▪ .. H FIXED SHELVING MOBILE SHELVING - _ _ SHEET TITLE • : - ' f,; ,�f ,”n` STORAGE #/ 54 , ( ".• SHELVING M DETAILS % c K i fi\ rO - - - I I i :f P E `-?, - vmo SHEET NO. ' m 1 . , ,,. ...,, p ,.`.,. . A ,PLEASE 1 t - 3; � 1 • �_____.__ ________ _-_____.N _._____ __-___. -.�_._�_._____-_---__ _-___.__________._.. �_ _ �___ __ _�__---________ _._.__ _____.__._-_--__---.___� �_- _ ._.__�___..__ ___--_...._._____.__._____._-_.__. _ ____.______ _.____.___.___ I � #I'I GENERA_ NCTC E.S SPECIAL INSDr CT,ON AND MA Tr RIALS TESTING SPECI AL I NSPECTION, MATERIALS lES I NCi &STRUCT URAL STEEL_C.,UG_N; .i . , ._. _G B S ER VA T i U N PROGRAM ! �u OT LOCKER, N C.1 ALL WORKMANSHIP AND MATERALS SHALL CONFORM TO THE THIS SECTION APPLIES TO THE STUCC iURAL. POR- ONS OF THE 1 . STEEL STUDS -HAL_ BE BY AMERICAN STEEL FRAMNG MINIMUM STANDARDS OF THE 20 06 I.B.0 . 2007 OREGON PROJECT REQUIRING SPEC I AL INSPECT ON, T E SPECIAL INSPECTORS i R� 1. RE SPO SaLI .!ES OF THE OWNER SOLD T!Ovim (ICC---r _R 2915) OR APPROVED EQUAL. STRUCTURAL SPECIALTY CODE (O.S.S.C.) AND SUCH OTHER DUTIE=S ARE DESCRIBED IN 2006 T.B.C. 1704.1, 1704.1.1, 1704.11, ! A. EMPLOY AND PAY THE SPECIAL INSPECTION AGENCY TO CONTRACTOR SHALL SUPPLY APPROVALS AND ITEM BY ITEM REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION 1'704.3„ 1704.3,1 , AND TABLE 1704.3 (OR APPLICABLE CODE ; PER l-rM INSPECTIONS SPECIFIED IN THIS SECTION ANS ( COMPARISON SHEET 1 0R AN'' SUBSTATIONS- r '� OF OF 2007 S S C ) "fir 'R� BY AUTHORITIES , I _ __.__.._. ..-._-.._._,d.....-___-__ _..__.__..__-_ _�___..____ THE WORK. THE CONTRACTOR, SHf L MAIN TA;, . A COPY F IH 1 "::-.SECTIONS 2 O. R T rH T r` SHALL U AT THE T^T THOSE RE + �.i) HAVING JURISDICTION,OF T .7 f T r r CTI I 2006 I,B.C. AND 2007 O.S.S.C. AT THE SITE :a I LL MIMES. ! B. EMPLOY Y AND PAY THE MATERIALS TESTING ` T T 2, ALL CONSTRUCTION RUC I'ON MA I ERIALS, CONNECT ORS AND DE . AILS i I I I FOR LABORARTORY TO PERFORM TESTS SPECIFIED IN THIS ( ) I sS RE PLANNING DEPT DOCUMENTED METHODS AND PROCEDURES SHALL. BE USED JR SHAL_L. BE PER MANUFACTURERS MINIMUM REQUIREMENTS i`(D.N.O. T , � 2. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND INSPECTION AND TESTING REQUIRED OF CONTRACTURAL SECTION AND THOSE REQUIRED BY AUTHORITIES HAVING AND AISI RECOMMENDED CRITERIA PER AISI TECHNICAL DATA i I SPECIFICATIONS (CONTRACT DOCUMENTS) AND VERIFY ALL DOCUMENTS, AND FOR ESTABLISHING ACCEPTANCE CRITERIA. ALL JURISDICTION. S 2 W WEST T 34TH STREET , ER!A. A L i PUBLICATIONS R0-933, I , � -- PJB..-ICATiON.. 934; 934A AND ! I DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER INSTRUCTIONS, STANDARDS, PROCEDURES, CHECKLISTS RELEVANT 1. RETE_STINGr- THE TCONTRACTOR SHALL `REIMBURSE i NEW YORK, NY 1 0120 BEFORE . G T T- THE. ITEC T WORK WILL UP AND THE OWNER FOR RE-TESTING EST�NG WHERE RESULTS OF T I , f3r_r GRE PROCEEDING WITH CONSTRUCTION. I He ARCHITECTURAL r_.,TURAL T U THE N.ORK WILL BE KEPT JP TO DATE ANC READILY' AVAILABLE 3_ ALL.. FRAMING MEMBERS SHOULD BE HORIZON TALLY ALIGNED, � I PLANS SHALL BE USED FOR ALL DIMENSIONS AND WALL LAYOUTS. FOR USE. NO INSPECTION OR TEST WILL BE PERFORMED IF THE INSPECTIONS ND TESTS PROVE UNSATISFACTORY PLUMB AND LEVY::... EXCEPT WHERE REQUIRED TO SLOPE. SAFETY OF INSPECTION PERSONNEL IS IN QUESTION DUE TO +; AND INDICATE NONCOMPLIANCE WITH REQUIREMENTS. :3. ALL INFORMATION ON EXISTING CONDITIONS SHOWN ON THE JOBSITE CONDITIONS. PRIOR TO PROJECT COMMENCEMENTS, THE j C. EMPLOY AND PAY THE ENGINEER RESPONSIBLE FOR THE I ,,h ES I. TO THE TOP 4. BOTH FLANGES dG� OF STUDS SHOULD BE ATTACHED T'.� THE. T0, DRAWINGS ARE BASED ON BEST PRESENT KNOWLEDGE AVAILABLE, T I STRUCTURAL DESIGN OR ANOTHER ENGINEER DESIGNATED BY THE AND BOTTOM WITH FASTENER. { I AR+L'HITECT: G.C. WILL CONFER WITH AND OBTAIN THE APPROVAL FROM THE T r� T RAT,;;<. VVI I f , SCREWS OR AN APPROVED BUT WITHOUT GUARANTEE OF ACCURACY_ THE CONTRACTOR SHALL APPROPRIATE DESIGN PROFESSIONAL OF RECORD REGARDING THE L ENGINEER RESPONSIBLE FOR THE DESIGN TO PERFORM STRUCTURAL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND INSPECTION AND TESTING PROCEDURES OR SPECIFICATIONS i OBSERVAION. SPLICES IN FRAMING SHOULD NOT BE T 5. SPL.I;,E.�:� .•1 r2AMlNG MEMBERS HOUI_D LvJ � B� PERMITTED. HAM ILL CONDITIONS AT THE SITE, DURING CONSTRUCTION THE CONTRACTOR INCLUDING ANY APPROPRIATE ASTM METHODS, CODE REQIUREMENTS `` ! HAIVlILL SHALL NOTIFY THE ENGINEER OF ANY UNUSUAL OR UNFORSEEN OR PROJECT SPECIFICATION REQUIREMENTS. ' 2. DEFINITIONS 6. THE USE OF MEMBERS WITH STANDARD MANUFACTURERS WEB + I i 580 DECKER DRIVE CONDITION PRIOR TO CONTINUING WITH CONSTRUCTION. SHOULD A. APPROVED FABRICATOR: A FABRICATOR REGISTERED PUNCH-OUTS IS ACCEPTABLE. THE LOCATION OF THESE ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWING IS IN AT THE START OF AND DURING EACH INSPECTION OF THE PROJECT AND APPROVED BY THE BUILDING OFFICIAL AND PUNCH-OUTS SHOULD BE COORDINATED WITH LOAD, BRACING AND c DOUBT, OR WHERE THERE APPEARS TO BE A DISCREPANCY TO ASCERTAIN PROPOSED CONFORMITY OF MATERIALS, PERSONNEL ENGINEER OF RECORD, TO PERFORM WORK, OFF SITE, UTILITY REQUIREMENTS. I SUITE 170 BETWEEN THE DRAWINGS AND THE CONDITION IN THE FIELD, THE QUALIFICATIONS, AS REQUIRED, AND PROCEDURES WITH APPLICABLE REQUIRING SPECIAL INSPECTION. THE DISCRIPTION IN ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUING WITH WORK. CODES, PLANS, AND SPECIFICATIONS. SECTION 1704.2 OF THE 2006 INMTERNATIONAL BUILDING CODE (OR 7. WEB PUNCH---OUTS OR WEB OPENINGS SHOULD NOT BE LOCATED 1 IRVING, TX 75062 APPLICABLE SECTION OF 2007 O.S.S.C.). AT BEARING POINTS FOR STUDS, JOISTS, RAFTERS AND TRUSSES 4. THERE SHAL BE NO DEVIATION FROM THE PLANS, DETAILS, 1. ALL INSPECTIONS SHALL BE PERFORMED BY AN ACCREDITED, B. SPECIAL INSPECTION AGENCY: THE ACCREDITED WITHOUT SPECIAL REINFORCEMENTS. NOTES, AND SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER INSPECTION BODIES DESIGNATED HEREIN AND APPROVED BY THE THE STRUCTURAL ENGINEER. OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB-CONTRACTOR, ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTION AS 8. WEB OPENING SHOULD NOT EXCEED THE DIMENSION OF THE PER 2006 I.B.C. SECTION 109.4 (OR APPLICABLE SECTION OF 2007 REQUIRED BY THE BUILDING CODE AND THE PROJECT MANUFACTURERS STANDARD PUNCH-OUT OR THE PROVISIONS IN I 5. DO NOT SCALE STRUCTURAL PLANS OR DETAILS. ONLY WRITTEN O.S.S.C. CODE) THE OWNER OR OWNERS AGENT SHALL RECOMMEND SPECIFICATIONS AND AS DESCRIBED IN SECTION 109.4 OF THE THE AISI IONS SHALL BE USED THE INSPECTOR. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE 2006 i.B.C. (OR APPLICABLE SECTIONS OF 2007 O.S.S.C.). I STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD. C. SPECIAL INSPECTOR: A QUALIFIED PERSON, EMPLOYED 1 9. PENETRATION OF SCREW THROUGH JOINED MATERIALS SHOULD GREG RILEY, S.E. ENC. 6. THE FOLLOWING NOTES, TYPICAL DETAILS, AND SCHEDULES BY THE SPECIFIED SPECIAL INSPECTION AGENCY, WHO I NOT BE LESS THAN 3 EXPOSED THREADS. j STRUCTURAL SHALL APPLY TO ALL PHASES OF THIS PROJECT UNLESS NOTED HAS DEMONSTRATED COMPETENCE TO THE SATISFACTION OF THE ! ACCEPTANCE OF THE DEPUTY INSPECTOR SHALL BE PROVIDED BY ! �. � OR SHOWN OTHERWISE ON PLANS. WRITTEN APPROVAL BY THE ENGINEER OF RECORD. ACCREDITATION BUILDING OFFICIAL FOR INSPECTION OF THE 10. FASTENERS SHOULD BE INSTALLED IN ACCORDANCE WITH CONSULTANT TO ASTM E-329-95C, STANDARD SPECIFICATIONS FOR AGENCIES PARTICULAR TYPE OF CONSTRUCTION OR OPERATION MANUFACTURERS RECOMMENDATIONS. 25381 BEAR VALLEY RD 7. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER ENGAGED IN THE TESTING AND/OR INSPECTION OF MATERIALS REQUIRING SPECIAL INSPECTION. DUTIES INCLUDE VISUAL I TE-IACHAPI, CA 93561 GENERAL NOTES AND TYPICAL DETAILS. OBSERVATIONS AND FIELD MEASUREMENTS OF MATERIALS, I 11. ADEQUATE BRACING SHOULD BE PROVIDED FOR ALL BUILDING T USED IN CONSTRUCTION, IS PREFERRED. T $ j 805 630 6619 1 OBTAINING SPECIMENS FOR TESTS AND RELATED ACTIONS SYSTEMS UNTIL LATERAL STABILITY SYSTEMS (I.E.: SHEARWALLS OR grileyFe©aol.com I 8. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF INCLUDING PREPARATION OF REPORTS. FRAMES) INSTALLED G 2. ALL TESTS SHALL. BE PERFORMED BY THE EOR APPROVED BRACED FRAMES, HAVE BEEN INSTAL�ED AND ANCHORAGE IS ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE TESTING LABORATORY CERTIFIED IN THE MUNICAPLITY THAT THE D. TESTING LABORATORY: AN ACCREDITED COMPLETE. L STABILITY OF THE STRUCTURE OR CAUSE DISTRESS OF THE WORK IS TO BE DONE. MATERIALSTESTING LABORATORY, APPROVED BY THE _ _ _ STRUCTURE. ( COPIES OF THE TEST RESULTS AND FINAL REPORTS SHALL BE ENGINEER OF RECORD, TO MEASURE, EXAMINE, TEST, 12. ADEQUATE BRACING IS RECOMMENDED FOR BOTH CHORDS OR FURNISHED TO THE ENGINEER OF RECORD (EOR) IN ADDITION TO CALIBRATE OR OTHERWISE DETERMINE THE FLANGES OF MEMBERS UNTIL SHEATHING HAS BEEN INSTALLED, 9. ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING c CHARACTERISTICS OR PERFORMANCE OF CONSTRUCTION I IN THE VARIOUS TRADES COMPRISING THE WORK, PREVAILING OTHER NORMAL DISTRIBUTIONS, WITHIN TWO DAYS OF THE TEST. IN WHERE SHEATHING IS APPLIED TO ONE SIDE ONLY, THE REQUIRED I SEAL THE CONTRACTOR MATERIALS. THE CASE OF DESCREPANCIES OR DEFICIENCIES, THE SPECIAL BRACING SHOULD BE PERMANENTLY INSTALLED ON THE SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL. E. CONTINUOUS INSPECTION: ON SITE INSPECTION BY THE I - INSPECTION AGENCY SHALL IMMEDIATELY NOTIFY THE EOR. TESTING UNSHEATHED FACE. TRADES. SPECIAL INSPECTOR ON A CONTINUOUS BASIS OBSERVING I FREQUENCY SHALL BE PER APPLICABLE STRUCTURAL MASONRY, A` REINFORCED CONCRETE, AND STRUCTURAL STEEL WELDING CODES ALL WORK REQUIRING SPECIAL INSPECTION. 13. TEMPORARY BRACING SHOULD BE PROVIDED AND LEFT IN I d 10. THESE NOTES, DETAILS, DRAWINGS AND SPECIFICATIONS F. PERIODIC INSPECTION: INTERMITTENT INSPECTION AS AND STANDARDS AND ARE PART OF THIS SPECIFICATION. PLACE UNTIL WORK IS PERMANENTLY STABILIZED, t > (CONTRACT DOCUMENT) REPRESENT THE FINISHED STRUCTURE, AND PERMITTED BY THE PLAN SPECIFICATIONS AT ` o W,. a LEI DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE PREDETERMINED INTERVALS OR MORE FREQUENTLY AS WORK 14. BLOCKING MAY BE A SECTION OF STUD, JOIST OR TRACK Ct z e CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND + PROGRESSES. NO SIGNIFICANT ELEMENTS OR AREAS SHALL BE WHICH IS THE FULL DEPTH OF THE FRAMING MEMBER THAT IS `� 'O VS W t SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, TEST AND/OR INSPECTION FIRM WITH A CONSTRUCTION SCHEDULE COVERED BY ADDITIONAL WORK UNTIL APPROVED BY THE `�' ti,P 5o4 TO FACILITATE THE PROPER COORDINATION. I BEING BLOCKED AND SHOULD FIT TIGHTLY BETWEEN THE MEMBER. c •,, ! , METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. I MUNICIPAL BUILDING INSPECTOR AND/OR THE SPECIAL INSPECTOR. BLOCKING SHOULD BE ANCHORED AT EACH END. 10 o 0. STRUCTURAL OBSERVATION: THE VISUAL OBSERVATION, a 4. THE SPECIAL INSPECTOR SHALL FURNISH DAILY INSPECTION Lax 11 . THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR REPORTS TO THE BUILDING OFFICIAL, THE ARCHITECT, AND THE EY THE ENGINEER OF RECORD OR HIS DESIGNEE, 15. BRIDGING MAY CONSIST OF BLOCKING, FLAT STRAP, CHANNEL INFORMATION NOT COVERED BY THESE DRAWINGS AND GENERAL ENGINEER AT A MINIMUM PER WEEK FREQUENCY. THE SPECIAL INCLUDING BUT NOT LIMITED TO THE ELEMENTS AND STOCK OR A PROPRIETARY BRIDGING SYSTEM. BRIDGING SHOULD BE NOTES. INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BY BOTH HE CONNECTIONS, OF THE STRUCTURAL SYSTEM, FOR GENERAL PLACED DIAGONALLY BETWEEN OPPOSITE FLANGES OF FRAMING _._ AND HIS SUPERVISOR, STATING WHETHER THE WORK REQUIRING I CONFORMANCE TO THE APPROVED PLANS AND MEMBERS OR RUN FLANGE ALONG THE SAME FACE OF THE + REVISIONS 12. THE CONTRACTOR SHALL PROVIDE THE DESIGN, MATERIALS, SPECIFICATION, AT SIGNIFICANT CONSTRUCTION STAGES AND AT FRAMING MEMBERS. SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED AND FABRICATION OF ALL TEMPORARY BRACING AND SHORING FOR PLANS AND SPECIFICATIONS AND THE WORKMANSHIP PROVISIONS COMPLETION OF THE STRUCTURAL SYSTEM. NO DESCRIPTION DATE ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE 16. WIRE TIED BRIDGING SHOULD NOT BE PERMITTED. A OF THE 2006 I.B.C. (OR APPLICABLE SECTIONS OF 2007 O.S.S.C. / I\ PER CITY COMMENTS 618/10 STABILITY OF THE STRUCTURE DURING ALL PHASES OF THE CODE) RESPONSIBILITY FOR THE SPECIAL AND MUNICIPAL CONSTRUCTION. ) INSPECTIONS REQUIRED BY CODES AND SPECIFICATIONS. 17. ALL STEEL COMPONENTS AND ACCESSORIES IN EXTERIOR 5. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ,- WALLS, ROOFS. FLOORS OVER CRAWL SPACES OR IN HIGH . 13, THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO HI. REQUIRED STRUCTURAL OBSERVATIONS HUMIDITY AREAS SHOULD HOT-DIPPED GALVANIZED OR ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF ENSURE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE 1, STOREFRONT FRAMING ALUMINUM-ZINC COATED CO-POLYMER OR CADIUM COATINGS CAN I _ UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE INSTALLATION OF ALL STRUCTURAL AND FINISH MATERIALS. THIS BUILDING OFFICIAL. ALSO BE USED FOR FASTENERS. �--I SHALL INCLUDE ANY NECESSARY PRE-LOADING OF THE STRUCTURE TO DETERMINE FINAL POSITION OF THE COMPLETED WORK. 6.SPECIAL INSPECTION REPORTS 18. BACK BLOCKING FOR WALL MOUNTED ASSEMBLIES SHOULD BE i - -- THESE REPORTS SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING MADE FROM FLAT STOCK OR TRACK OR STUD SECTIONS WITH _ 14. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD FLANGES NOTCHED AT THE LOCATION OF STUDS TO ALLOW FOR REPRESENTATIVES OF THE ENGINEER (SUPPORT SERVICES) SHALL INFORMATION: A. PERMIT NUMBER CONNECTIONS TO THE STUDS. ! NOT INCLUDE INSPECTIONS OF SAFETY OR PROTECTIVE MEASURES, B. NAME OF THE MUNICIPAL INSPECTOR, IF AVAILABLE, AND OF NOR CONSTRUCTION PROCEDURES, TECHNIQUES OR METHODS. ANY THE GOVERNING MUNICIPALITY 19. STEEL FRAMING MEMBERS SHALL BE CUT WITH A SAW OR SUPPORT SERVICESPERFORMED BY THE ENGINEER DURING ANY C. SPECIAL INSPECTION AGENCY NAME, ADDRESS, AND PHONE SHEAR, TORCH CUTTING OF THE ENDS OF COMPRESSION MEMBERS PHASE OF THE CONSTRUCTION, SHALL BE DISTINGUISHED FROM IN AXIAL BEARING CONNECTIONS IS NOT ALLOWED. NUMBER STE.- CONTINUOUS AND DETAILED INSPECTION SERVICES (AS REQUIRED D. UNIQUE IDENTIFICATION OF THE REPORT AND OF EACH PAGE. �I__ 20. SHEATHING MATERIALS FOR SHEARWALLS OR DIAPHRAMS DATE: _ 4/01/10 BY ANY REGULATING GOVERNMENTAL AGENCY, I.E. LOCAL BUILDING E. CLIENT NAME AND ADDRESS 1. ALL STRUCTURAL STEEL SHALL BE IDENTIFIED IN ACCORDANCE SHOULD EXTEND AND BE CONNECTED TO CHORD MEMBERS (I.E.: DEPARTMENT) PROVIDED BY OTHERS. THESE SUPPORT SERVICES, F. NAME AND ADDRESS OF THE DESIGN PROFESSIONAL OF RECORD, SCALE: AS NOTED WITH 2006 I.B.C. STANDARDS. WHETHER MATERIAL OR WORK, ARE PERFORMED SOLELY FOR THE AND OTHER DESIGNERS OR ENGINEERS APPLICABLE TO THE TOP AND BOTTOM WALL TRACK) PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING PROJECT 2. STEEL SHAPES, PLATES AND BARS SHALL BE ASTM A-992 GROSS AREA: 2,548 SQ. FT. ' CONFORMANCE TO THE CONSTRUCTION DOCUMENTS, BUT DO NOT G. DESCRIPTION OF THE TYPE OF INSPECTION PERFORMED UNLESS NOTED OTHERWISE. 21. INSTALL INSULATION WITHIN ALL HEADERS PRIOR TO _ GUARENTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE H. ANY UNRESOLVED DEVIATIONS, EXCLUSIONS, AND ADDITIONS TO INSTALLATION. CONSTRUED AS SUPERVISION OF CONSTRUCTION. OR FROM THE APPROVED DRAWINGS AND SPECIFICATIONS SALES AREA: 1 ,660 SQ. FT. RELEVANT TO THE SPECIFIC INSPECTION OR TEST. 3. PIPE STEEL SHALL BE WELDED SEAMLESS PIPE CONFORMING TO 22. DRYWALL NOTES: DRYWALL SHALL BE ATTACHED WITH HILTI 15. PROVIDE OPENINGS AND SUPPORTS AS REQUIRED PER TYPICAL I. COMPLIANCE FINDINGS AND REFERENCE ASTM A-53 GRADE 'B' TUBE STEEL TO BE ASTM A-500 GRADE KWIK PRO SCREWS SCREWS PER ICC-ESR 2196 (#6x1)2" FOR Y2" PROJECT # : 5.857.0210 DETAILS AND NOTES FOR MECHANICAL AND ELECTRICAL DUCTS J. DESCRIPTION OF LOCATION WHERE THE INSPECTION WAS B • DRYWALL) © 6" O.C. CO ALL PANEL EDGES AND FIELD SCREWS AND/OR CHASES. PERFORMED WITHIN THE PROJECT SHALL HAVE Y2" MIN EDGE DISTANCE AT PANEL EDGES (SCREWS DRAWN BY: bdr K. TIME AND DATE OF THE INSPECTION. 4. ALL BOLTS SHALL BE ASTM A-307-68 UNLESS NOTED SHALL PENETRATE THROUGH STEEL MEMBERS x Y2" MIN). 16. THESE NOTES, DETAILS, DRAWINGS, AND SPECIFICATIONS L. MEASUREMENTS, EXAMINATIONS, AND DERIVED RESULTS OTHERWISE. HIGH-STRENGTH BOLTS SHALL CONFORM TO 2006 (CONTRACT DOCUMENTS) DO NOT CARRY NECESSARY PROVISIONS SUPPORTED BY TABLES, GRAPHS, SKETCHES, OR PHOTOGRAPHS AS I.B.C. STANDARDS. 23. ALL SCREWS SHALL BE HILTI KWIK PRO SELF DRILLING SCREWS FOR CONSTRUCTION SAFETY. THESE DOCUMENTS AND ALL PHASES APPROPRIATE 5. ALL STRUCTURAL STEEL AND CONNECTIONS SHALL BE PER ICC-ESR REPORT 2196 OR APPROVED EQUAL. OF CONSTRUCTION HEREBY CONTEMPLATED ARE TO GOVERNED, AT M. THE NAME, SIGNATURE, TITLE, AND IDENTIFICATION NUMBER, AS FABRICATED. ALL AND ERECTED IN ACCORDANCE NEC CONNECTIONS WITH AL.SB ALL TIMES, BY APPLICABLE PROVISIONS OF THE CURRENT APPROPRIATE, OF THE FIELD INSPECTOR PERFORMING THE SPECIFICATIONS AND CODE OF STANDARD PRACTICE AS AMENDED 24. ALL METAL FRAMING SHALL MEET OR EXCEED CBC STANDARDS CALIFORNIA OCCUPATIONAL AND HEALTH ACT. INSPECTION TO DATE. FOR COLD ROLLED FORMED STEEL YIELD STRESSES F 33,000 PSI. N. IDENTIFICATION OF SUBCONTRACTORS EMPLOYED TO CARRY OUT 17. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS TESTS OR PARTS OF TESTS 6. WELDING TO BE ELECTRIC-ARC PROCESS BY QUALIFIED AND 25. ALL WALLS TO BE FASTENED TO CONCRETE SLAB WITH HILTI OF FEDERAL, STATE, AND LOCAL LAWS, CODES, ORDINANCES, CERTIFIED WELDERS USING APPROVED AND PROPER ELECTRODES, LOW VELOCITY X UNIVERSAL POWDER DRIVEN FASTENERS PER RULES, REGULATIONS AND RESEARCH REPORTS, THE MOST 7. TEST REPORTS ICC-ESR 2269 OR APPROVED EQUAL PER PLANS. LABORATORY TESTS AND MILL CERTIFICATIONS ARE REQUIRED CONFORMING TO 2006 I.B.C. STANDARDS. E70XX ELECTRODES TO STRINGENT (OR CONSERVATIVE) SHALL GOVERN. THE CONTRACTOR TO BE SUBMITTED TO THE ENGINEER OF RECORD. THESE REPORTS BE USED UNLESS NOTED OTHERWISE. FABRICATOR TO BE LICENSED ill‘k . SHALL NOTIFY THE ENGINEER OF SUCH CONFLICT IMMEDIATELY. BY THE APPROPRIATE MUNICIPALITY. SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: '+ 18. PRIOR TO COMMENCING WITH THE CONSTRUCTION, THE 1. CONCRETE CYLINDERS (IF APPLIES) 7. ALL STRUCTURAL STEEL SHALL BE PAINTED ONE SHOP COAT CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS TO 2. REINFORCING STEEL (IF APPLIES) a °:; �• ' AND FIELD TOUCH-UP WITH RED LEAD (OR APPROVED ZINC ,R,` 02 z,., , COORDINATE WITH STRUCTURAL DRAWINGS, AND ANY DISCREPANCY 3. STRUCTURAL STEEL (IF APPLIES) CHROMATE PRIMER) AS NECESSARY. (FIELD PAINTING: TOUCH-UP EPDXY SET DOWELS AND RODS ,,MfC.7,-T r'€�f}r BETWEEN THESE DRAWINGS SHALL BE REFERRED TO THE ENGINEER 4. CONCRETE MIXES (IF APPLIES A. ,!2,..--1 �, VI FOR CLARIFICATION BEFORE START OF CONSTRUCTION. ( ) ALL DAMAGED PAINT, BOLTS AND WELDS.) -- �� "` " `- ANCHORS (IF APPLIES) A7 ,,, , c�.,.,-, • 5. CONCRETE ARCH ,:�� � - � � ; 1) EPDXY OR RESIN ADHESIVE WILL BE USED IN ALL LOCATIONS ' � �� f°;'p `' " 3 19. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION 8, SHOP DRAWINGS AND DETAILS FOR THE FABRICATION OF ANY WHERE EITHER ALL-THREAD ROD OR REBAR ARE BEING EMBEDDEC g tr- 8. SPECIAL INSPECTION BY A SPECIAL OR DEPUTY INSPECTOR °�-� ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE STRUCTURAL STEEL SHALL BE APPROVED BY THE CONTRACTOR INTO EXISTING CONCRETE OR MASONRY AS TENSION ROD OR r.NGoN ,,,,,,v FROM AN ACCREDITED, EOR APPROVED INSPECTION AGENCY AND CONCRETE ti" ": WITH THE APPROPRIATE CURRENT MUNICIPAL LICENSES AND AND SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER \;� GENERAL NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHEAR ELEMENTS. , , f� FOR THEIR REVIEW PRIOR TO FABRICATION. THE STEEL ERECTOR \(,) ,' .! SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR (SIM.) CERTIFICATIONS SHALL BE REQUIRED FOR THE TYPE OF WORK f %°`,. 4c; CONDITIONS THAT ARE SHOWN OR CALLED FOR. LISTED BELOW. SHALL PROVIDE ALL ERECTION BRACING REQUIRED TO MAINTAIN 2) CONTRACTOR SHALL MIX AND INSTALL RESIN AND HARDENER A. ALL ADHESIVE ANCHORS, RODS, DOWELS, SHALL BE STRUCTURE PLUMB AND PROPERLY BRACED DURING CONSTRUCTION. PER MANUFACTURER'S SPECIFICATION. ALL EPDXY SET THREADED i ;"" ": ----N1 20. ASTM DESIGNATIONS AND STANDARDS, AND I.C.C.-E.S. CONTINUOUSLY INSPECTED DURING INSTALLATION. 9. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL STRUCTURAL RODS SHALL BE SET UNDER SPECIAL DEPUTY INSPECTION. REPORTS, REFER TO THE LATEST AMENDMENTS. B. EXPANSION/ADHESIVE ANCHORS IN CONCRETE MASONRY WELDING IN ACCORDANCE WITH 2006 I.B.C. SECTION 109 AND 1704. C. FIELD WELDING 3) HOLES IN CONCRETE MAY BE DRILLED WITH ROTARY HAMMER 21. ONLY "APPROVED AND PERMITTED" STRUCTURAL WORKING 10. NO FIELD WELDING PERMITTED UNLESS SPECIFICALLY NOTED DRILL. FOR HOLES IN MASONRY, A HAMMER ACTION DRILL SHALL - DRWINGS (AND ALL OTHER CONSTRUCTION DOCUMENTS) ARE NOT BE USED. SIZE SHALL BE PER MANUFACTURER'S PERMITTED TO BE USED FOR CONSTRUCTION ON THIS PROJECT. 11 . NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL RECOMMENDATION. IMMEDIATELY BEFORE APPLYING ADHESIVE, ALL THE OTHER SITE,DRAWINGS RLL THEY BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. BURNING OF HOLES SHALL BE REAMED WITH A CIRCULAR WIRE BRUSH JOB NOR HOLES IS NOT PERMITTED. ATTACHED TO A DRILL MOTOR AND THEN BLOWN OUT WITH PURPOSES (INCLUDING THE CALCULATION OF ALL FINAL ESTIMATES CEILING AND SOFFIT DEAD LOADS = 15 PSF OIL-FREE COMPRESSED AIR. AND BIDS). ANY CONTRACTOR USING UNAPPROVED DRAWINGS WILL CEILING AND SOFFIT LIVE LOADS = 10 PSF 12. ALL WELDING SHALL CONFORM TO 'AWS' SPECIFICATION FOR WASHINGTON SQUARE BE HELD SOLELY RESPONSIBLE FOR ALL WORK NOT PERFORMED IN PARTITION WALL DEAD LOAD = 15 PSF WELDING. (E-70XX ELECTRODES UNLESS NOTED OTHERWISE). 4) ADHESIVE FOR DOWNWARD HOLES MAY BE EITHER NON-SLAG 9585 SW WASHINGTON SQ. ' ACCORDANCE WITH THE "APPROVED" DRAWINGS. OUT OF PLANE SEISMIC LOAD AT STOREFRONT = 6 PSF OR LIQUID TYPE, NORMAL SET. HORIZONTAL OR OVERHEAD HOLES 13. NOT USED SHALL BE NON-SAG TYPE, NORMAL SET. LIQUID EPDXY SHALL BE PORTLAND, OR 97223 22. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT AND STOREFRONT SOFFIT DEAD LOADS = 15 PSF POURED SLOWLY INTO THE HOLES TO AVOID AIR ENTRAPMENT. STOREFRONT SOFFIT LIVE LOADS = 10 PSF NON-SAG EPDXY EPDXY SHALL BE INJECTED WITH A CAULK GUN SPACE #D08 ENGINEER A CONSTRUCTION SCHEDULE OUTLINING THE SEQUENCE 14. WHERE FILLET WELD SIZE IS NOT INDICATED, USE AWS OF THE CONSTRUCTION EVENTS AND ACTIVITIES (INCLUDING SEISMIC SHORT PERIOD Sds = 0.73g MINIMUM SIZE BASED ON THE THICKNESS OF THE THICKER PART WITH AN EXTENSION NOZZLE FITTED TO REACH THE BOTTOM OF BUILDING DEPARTMENT SUBMITTALS AND PERMIT ACQUISITIONS) BEING WELDED, AS SPECIFIED IN A.I.S.C. MANUAL OF STEEL THE HOLE. IN BOTH TYPES THE HOLE SHOULD BE FILLED PRIOR TO COMMENCING WITH THIS PROJECT. CONSTRUCTION, NINTH EDITION SECTION J2.2. APPROXIMATELY HALF FULL. 4. 7257 STORE NO. 15. ALL BUTT WELDS TO BE FULL PENETRATION, UNLESS 5) BAR OR ROD SHALL BE SLOWLY INSERTED AND TURNED A SPECIFICALLY NOTED OTHERWISE. MINIMUM OF ONE ROTATION. DO NOT PULL UP AND DOWN ON THE FABRICATION, ERECTION, AND WELDING OF STRUCTURAL STEEL DOWEL OR ROD WHEN INSTALLING. REMOVE ANY ADHESIVE FROM SHALL CONFORM TO 2006 INTERNATIONAL BUILDING CODE (C.B.C.) AROUND HOLE BEFORE IT HAS SET. STANDARDS. SHEET TITLE PROVIDE 6) ADHESIVE SHALL BE CIA COVERT EPDXY, LARR NUMBER 25113, ROVIDE HIP DIP GALVANIZING OR 3" MINIMUM CONCRETE COVER 1 AROUND ALL STRUCTURAL STEEL BELOW GRADE. SIMPSON STRONG TIE EPDXY SET-XP ICC--ES REPORT NUMBER 2508 ALTERNATES SHALL BE CONSIDERED UPON REQUEST AND v I .. R Al 18. STRUCTURAL STEEL. EMBEDDED INTO CONCRETE OR MASONRY SUBMISSION OF ICC-ES RESEARCH REPORTS. c� r- rI �I /� AT RI BE UNPAINTED. r c SHALL TZ !- �- I �� ! j� S I 7) EXPANSION ("WEDGE") ANCHORS SHALL BE HILTI KWIK BOLT TZ AN _ _ _ 19. IF FIELD WELDING IS SPECIFIED, ALL FIELD WELDING TO BE I CARBON ANCHORS (OR APPROVED EQUAL) PER ICC ESR REPORT I A• �,� I, ) N O 1 IT I 1917 I I ! UNDER CONTINUOUS DEPUTY INSPECTION BY A CITY 1 OF PORTLAND, ' -�' OREGON CERTIFIED DEPUTY INSPECTOR. ALL WELDERS SHALL BE ICC CERTIFIED I I ! I 1 ( ? i SHEET NO. I _} I ► I i i • I i 4 I T I t I . _..._._.__._.-._____.___ _ _. ___ _..._...�_ __.___ �___._ . .... . .. .....__...__....__......... ._.... .. _._.__� ____.._ ____ __ i __ _..__.____ I T-7 rooT LiOCKER, I NC. , • STORE PLANNING DEPT OR BRACING OF SUSPENDED CEILINGS SEE DETAIL 13/53.0 1112 WEST 34TH STREET, 11 I -' . t . 4_4 1 I NEW YORK NY 10120 i 1 L. (3) 12"X1 4GA STUD BOX BEAM I111-111-11Wir-2 MIN 1111=-1141-11111111H11-111151111A-Z-110M14-N-MWM-5-5111111111111 41-111-11111.111-11111-1( -W -1 41-11111/111-111-LINN-111-1- 81-1111111111-8-111-1811111-114-M1111-§ . ARCHITECT: i I mi : 9 Allk 1 JAMES M. HAMILL w is S3.0 S3.0 580 DECKER DRIVE < Li LINE OF CEILING TRANSITION 62 1 , SUITE 170 HISS 3X306 COL AT ROL -1-. , 81. 1 3IP \S--3j)) HS'S 3X3X318 COL AT ROLL (ABOVE) UP GRILL' UP GRILLE IRVING TX 75062 (2) 8"X16GA STUD BOX BEAM 21411.1a.. illilatic 1111 0 ----— . 1 , in wrix. a. S3.0 ti) lag 1 xi ISSEMISESMINIONEETIMENUSIMMII 11111111111111111111111111111111111111111111111111=1111111 1 < o I Ft= ----============----- ----- . m Iti`D L I r— _ ,-, „._.- -- ---- __ __ ..,,... . . ---- . _. ____. lo le, z STRUCTURAL ENGINEER 1 vo (-- / ,.., (2) 6"Xl 6GA STUD BOX BEAM (2) 8"X16GA STUD BOX BEAM I GREG RILEY, S.E., P. ENG. /111 1 r ammumasimusasismassisiamom ;,:• , ' ''l 3.0 STRUCTURAL ,-- t __ _ CONSULTANT ‘,- ci ,i- c,. ■ t. ■ \ \ -4 -4 25381 BEAR VALLEY RD I 4;A•rb' `4, 4S ‘ >e• TEHACHAPI, CA 93561 6- ,,,rY,s c, 9 11 (.1-,* c.9\." 805 630 6619 . S3.0 S3.0 Alli grileype@aol.com S3.0 ( S3.0 I 7\\10 t "-M1 i , 4'........ 1; ,,.- ............. S - L ",p-OiN. fr I,t ) /,'Oc,) Pii7it:>,3 OIL ,/,; -,;Z41',N 44, 41,-" 1/4. 4, zz• 4i, ::: ti 8 a cc .I a- -..; Is 70 .iliv NO X / / \' ''t to \;', ,/, i%' ,): 4' ta ,,P 'rtwo„c::// (990311 Ire ""--;:-3: ',;s,": • gr. tai 0 REVISIONS 1 NO. DESCRIPTION 1 1DATE A PER CITY COMMENTS 6/8/10 ,_ , 0 STRUCTURAL STOREFRONT PLAN SCALE: 1/7=1'4Y EXISTING MALL BULKHEAD ELEMENT/ STRUCTURAL 41(111113> 13 STEEL FRAMING DOWN TO 12'-0" AFF. G.C. TO VERIFY EXISTING CONDITIONS & LOCATION. VERIFY 16 S3 _ L 5">'5"x6" BRACE TO S 3. 0 S 3.0 EXACT HEIGHT & MATCH SOFFIT HEIGHT S3.0 STRUCTURE ABOVE ACCORDINGLY. _ VI" PAir i r ---- % • . - 6 X 20GA. DIAGONAL NW W. ' i / I 11 ---1 \ r I _ 1 % % I ■ ' BRACING © 48" 0.C. TO % __--1 6" X 20GA. DI A GON AL DATE: 4/01/10 MALL BULKHEAD • ABOVE. N 1 - & CEILING \ N BRACING @ 48" 0.C. TO N I S3.0 N. 8 ■ 1 STRUCTURE ABOVE. SCALE: AS NOTED No, , . %V ■ ■ I s Air A ° , N,.. I ""---.1*---- 34 Al 1 i GROSS AREA: 2,548 SQ. FT. 0 r P !Mb. 0 13 -11 1/4" A.F.F. I ioopr- II) 13' 11 1/4" A.F.F. i imprigr ---- EXISTING MALL BULKHEAD Ir 4 ELEMENT/ STRUCTURAL STEEL SALES AREA: 1 ,660 SQ. FT. 121 _.■11110 01111"4/ FRAMING DOWN TO 12 -0 AFF. - 3 5/8" X 20 GA. MTL ....ed . FRAMING CD 16" O.C. TIGHT TO poi*-P- i ow. G.C. TO VERIFY EXISTING CONDITIONS & LOCATION. VERIFY PROJECT # : 5.857.0210 I DECK: 8 , : 1111211‘11 1 S3.0 Aik ) ! tiarcir ■ r,...- :-..1 1 4 AI EXACT HEIGHT 8c MATCH SOFFIT HEIGHT ACCORDINGLY. DRAWN BY: bdr 1 S3.0 ' Iwo I . .,:...1 , 1111111 4:10,,/ 1 , ;—....... ww TYPICAL B\ f . TYPICAL ....... . 411 —.4, I . . .. lit 0 12 --0 A.F.F. 1;;---J 104111,1k.. , t.4.4 It...4 , 12'-0" A.F.F. mmommagal . , "...■•■ •• -,,,,\__ TS 3"x3"x1/8" GRI 6 -.- °*--,„,,,,„„,,, SHOW WINDOW SOFFIT-4 0 7- - 1 SUPPORT COLUMN S3.0 SIM . - - SIM ' 1 414 9 1 . 3 5/8" X 20 GA. MTL firi./.4 - 2 - 6'' X 16 GA. METAL JOISTS (. 1 9 FRAMING 0 16" 0.C. TIGHT TO i WI TH 3 5/8" X 16 GA. TRACKS 0. 3.0 3.• ,., 3,e 3.4 o DECK: AT TOP AND BOTTOM ill'Illi , III c A.F.F. ENTRY SOFFIT i , , p IN , 10._1„ A.F.F. ENTRY SOFFIT 0 0 0 3 5/8" X 20 GA. MTL (BEYOND) FRAMING © 16" O.C. TIGHT TO I I DECK: i VII I . i i i %111.i 1 i 1 I I GLAZING SYSTEM VERTICALS i 1 0 1 (BEYOND) i i I LEASE LINE — _---- LEASE LINE 1 - . i _ CLEAR TEMPERED 1 1 i GLASS WASHINGTON SQUARE 0 S. 9585 SW WASHINGTON SQ. / LA , OR 97223 PORTLAND, , 1 I SPACE #D08 STORE NO. 47257 [7,1 I I SHEET TITLE 1 11 , I FIN. FLOOR STRUCTURAL I ,! 1 1 ' . :,...1 -31 A\' 'S AN c --0 *.Q.:_0,. li R; to i L..._ , .1 SICTIONS ____, ___... (s., ' ' ) ic- \\ ,.. --, SHEET NO) e-----Ni (21! SECTION AT G:,,,,,-1 '7ING , iscALE: aigi' - V-4., i 4,----N1 d 4 t .>;r. ; i i'l ScCTION AT ENTRANCE 1 I SCALE!. af4" .. V-04 \:, P I I ''',,,._..,11 1 I : . . - . 1 = 4- -1T-. --77-±71-7---- != H = = ' !I „ .4.' /*=-• /,',/ i'' H . , = ' . i 1 , ,...7/ _,------- METAL STUD BRACE PER 11 II III : , , . . T . !I n - 11 '1 . FOOT ---- SECTIONS 0 !I !I 11 '''' / •-• * • 11 1 rOOT LiOCKER INC. 1 ii 1 yz- BASE PI.ATE 11 ',/,,/,/ i I V1yi (2) %" 7---- (4) #12 S.M,S., TYP. 1 ''' 7' / i--METAL JOISTS PER PLAN i I I -MIL. STUDS PEP. WALL SECTIONS ANCHOR BOLTS _\ Ii A.B. ;1 AT BRACE ----------- 1! /4 1 ' & SECTIONS ON S2.0 1 ON S2.0 11 L.-- ii /7 , I 1 1 \ ' / ____, METAL STUDS PER -1 ---1 ---11 7 1 1 , il c., 1 SECTIONS ON S2.0 ,,--)tif METAL STUDS PER PLAN & ' \''.' '%; I I ; SECTIONS ON S2.0 467-F-L I 1 , I -1,,,,--1-6 ...N.\\I STORE PLANNING ()Err II * sli i I \\N #12 S.M.S. , ;ft --=, .„ l' 1! 0, ca + 112 WEST 34TH STREET 4,........-..4., . ; L____ ,. _. .,,,, _II NEW YORlc NY 10120 ___,/" 11 //::,..il , i (2- --T: .;75ri":: A,.I.... L PrIV , (4) #12 S.M.-S. il< 1 - 0 "Q--,3) / 1 / r"---- #1 2 S.M.S. ( fyr,.) , 1 \.,, MI 18 GA TRACK W/ #12 JOIST PER ; I\\ S.M.S @ 4"o.c. (STAGG.) / SECTIONS ON-----7 ARCHITECT: 1! IN \x.,,,,,, ,- METAL STUD BRACE PER METAL JOiSTS PER PLAN I I TS COL. PER 41114=="7111. _l____ TO BOX BEAM I' / d , .: i -1. 1 ' '1 1 c) ..„.00,-------- SECTIONS ON S2.0 & SECTIONS ON S2.0 PLAN (HSS) ----i 0 "N,, i 1 ‘\\;\ 1 $ .N, 01F-----z--- 1 JAMES M. HAMILL 0 11 \ ____± .\\N 580 DECKER DRIVE I1 _ ______ „L., 2,_ - ____die____ ,, METAL STUD BOX BEAM _ _ _ 0 0 SUITE 170 4- (4) #12 S.M.S. PER PLAN AND SECTIONS ON S2.0 0 i - , IRVING TX 75062 0 0 Arifie2Z22= N - ,:.-,.........- H------ L METAL STUD BRACING ---1:ij SOFFIT FRAMING (...j HSS COLUMN BASE PLATE JOIST i§ BOX BEAM - 1 r ____ N 0 SCALE NO SCALE NO SCALE NO SCALE STRUCTURAL ENGINEER 1 I GREG RILEY, S.E., P. ENG. STRUCTURAL BUILT UP STUD COL. PER It O. NOTE: CONDITION @ METAL PAN L 5X5X546 DIAGONAL BRACE \ CONSULTANT PLAN -----\\ DECK SIMILAR TO STRUCT ABOVE ---- ___Th________ ____Tr. 25381 BEAR VALLEY RD . II TEHACHAPI, CA 93551 I ee---.4 -#12 S.M.S © 12" O.C. PER 16/S3.0 . G.C. TO VERIFY T----- -T, •\) I 805 630 6619 (E) STRUCTURE / I I 1 griieypeLacioLcom 1 2 I (E) CONC. SLAB FLOOR i (2) 0.157"DIA HILT! LOW --V3-/-1-671N METAL STUD PER I BRACE TO STUD / 1"/ VELOCITY POWDER DRIVEN \ 7 SECTION ON S2,0------ 1 _I CONNECTION TO BE (4) FASTENERS PER ICC ES I _ #12 SMS (TYP) (--1--. • • +:4 2269 E 1 \ , 3' 1 1/2" EMBEDDED (MIN.) III i METAL STUD ' L 4 1 ' - J 1 i JOISTS PER SECTIONS ON 52.0 / 1 • _ __:. / 1 " • . . . . 4 . . . . . . . . .. ...... . •,.. . . - 4 . . . . . . .. . . . . . . . , „ - . .. . .. . • 4 ' • I - - I 11 .‘4.41IV 4Z1 MIMI Ar 1 -'-.: 4; . .:„ • .. : • ..„• , : ':%:' 1 '. ..-' :.' • ,,,.; ; •.j. '.,:.. .?. • •...."..: .. .: t .4g, , 0 W • • • A •, 1 ' : • ' - • • , • • - al $ • . • ' . ' ' • •'.. ' ' ' •4 . ' • . • A• ' (4) #12 S.M.S. , . 0 I CC •"" 8 4, C4 I METAL STUD BRACING I ROLL UP GRILLE I 1 4 STUD TO WF/BAR JOIST PER SECTIONS ON 52.0 PER I 0 0 I I TO 11;1 ocf 4fttj l J) ‹, an MANUFACTURER I l_n... ,..., cie CONNECTION TO BE (2) wail 6.-. 0.157" DIA X 2" LONG / 1 .1,EQ.,(Q.1, 3 " TRACK -BEND FLANGE TS COL. PER PLAN --4."*".... 1 ---- til 1 J SHOT PINS FALNODORSEvic/UR0E.1T5Or(EH)ILTI 7 LOW VELOCITY FASTENERS - ____ ______ b< () PER ICC ES 2269 (2) EA. --1- ni,_____ _i__1 4, 1 REVISIONS 0 q- (2) 3 5/8"xl4ga STUDS SIDE. 0 WITHIN (2) 3rxi4ga ' NO. DESCRIPTION DATE S CHANNEL STUDS. SECURE o 11 o IQ.6) Al PER CITY COMMENTS 6/8/1 ' ALONG EACH FLANGE OF 4.001_ 1 _ 3 /111■ [----- I -MACK AND STUD ....V111111 S3.0 I -I --, 0 --- MIL I 1 I _______ ______ 2 11311 - - ___L_______± -H PLAN VIEW "A" STUD BRACING TO STRUCTURE ABOVE cali BUILT UP STUD COLUMN 11. 16.09 fliilIl ANGLE IRON BRACE AT ROLL UP GRILLE COLUMN 1...t.) METAL JOIST TO METAL STUD __ _ I °-- _ .._ -- NO SCALE NO SCALE NO SCALE NO SCALE BOX BEAM PER PLAN AND I LIGHT GAUGE STEEL SPECS: \ DETAIL 11/53.0 _ AMERICAN STEEL FRAMING SOLUTIONS CLEAR SIZE 1 . (OR APPROVED EQUAL) PER ICC ESR SPAN DESCRIPTION 1 Ai DATE: 4/01/10 NOTE: SLAB OB 2915. WWW.STAUBMETALS.COM qpr 1 GRADE CONDITION 1 MILAR. GC TO (FT) r--- IIIIII SCALE: AS NOTED SI 1* * VERIFY SITE 6" DEEP, 16 GAUGE CONDITION. 1O'-O" (2)-6" X 16 GA. li"FLANGES I Err GROSS AREA: 21548 SQ. FT. ----- DEEP, 16 GAUGE I- Wk._ SALES AREA: 1 0660 SQ. FT. ._ 350-XDLT 4" 8" xl6ga TRACK (TYP. 15,-0" (2)-8" X 16 GA. li"FLANGES \ - T&B) 1 PROJECT # : 5.857.0210 I 10" DEEP, 16 GAUGE METAL STUDS PER N. ,,,,00.--,i, , 20'-O" 1 "FLAN GES -O" (2)-1o" X 16 GA. o - \- 16 GA TRACK TOP OF SECTIONS ON S2.0 METAL STUD BRACING DRAWN BY: bdr i r. I TS COL. PER COL. PER SECTIONS ON S2.0 ■,...INI cv 4 PLAN (HSS) 25'-0" 2 -12" X 14 GA / 12" DEEP, 14 GAUGE 3 " WIDEx6" LONGx16ga PLATE. #12 S.M. . 4„....... •""*""l■ -1 z -1%-- ( ) . 1i"FLANGES SECURE TO COLUMN TRACK w/ 2 a. . . (2) #12 w/ S.M.S. 3.0 w 1i" ow MIT AI - Lil STUD COLUMNS PER PLAN #12 S.M.S. (T ' .) PM% i #124" LONG S.M.S. SCREWS 18 GA TRACK W/ #12 -17V% -,- V2 © 12"0.c. (TYP.) . . S.M.S. 0 4"0.c. (STAGG.) 0 t4 JOIST PE" 00 SECTIO ;,:, ON (E) CONC. DECK v) TO BOX BEAM Villit i-AL- I 1111 OR SLAB ON GRADE 1:5 \ --D - NI , _, . Il tai7 ri 4+, M I I 1 \\\./ . 2 " !EMBED H 11 \ N ti il li '..c•1 16 GA. (= ' ,/ 1 1 H ..', )( 111 . -._ d 44 _ (4) #12 S.M.S. (T /.) u u 362-XDLT 4"x16ga TRACK (TYP. TRACK = , T&B) 3 ix pMEERTApLLASTNUDANBDOXsEnAoMNs 1 ON S2.0 ' A _ \_____J/ TYPICAL BOX BEAM CONSTRUCTION 16 GA. Lu a_ . 5/8"DIA. ALL- HREAD ', - NOTE: ALL SCREWS SPECIFIED TO BE HILTI KWIK PRO SELF (U.N.0.)- ' ROD. EPDXY SET DRILLING SCREWS PER ICC-ESR 2196 OR APPROVED EQUAL. A 1 Vat 2 i" INTO (E) SLAB. I .0".■ - , ROLL UP GRILLE COLUMN BASE PLATE 1:1. , TYPICAL BUILT-UP BOX BEAM 1 j BOX BEAM TO STUD COL. JOIST @ BOX BEAM WITH BRACE imill.) NO SCALE NO SCALE NO SCALE NO SCALE : - --..--HANGER WIRE - „ ,,i .. . NOTES: _ .,, .„ „. C.C. TO VERIFY -L/R = RATIO NOT EXCEED 200 / NOT TO EXCEED 6 -0" / --6" X 20 GA METAL STUD COMPRESSION .„,...-,..,.,,,,,„„, 1 7 (E) STRUCTURE \,,,\ -LAY-IN CEILING SUSPENSION SYSTEM SPLAY BRACE WIRE 2:',,- `,-,'.;;:...„z:. N.T.S. \\()/ STRUT BRACING. SECURE TO STRUCTURE ABOVE t , ) .41/2" l'!E"NCYX. FOEDIS:1-(4 PER 8/53.0. MAXIMUM STRUT SPACING - 12'-0" ,„:",,":...„,,:,., 3/16" FULL CONTACT SECURE TO CEILING W/(3) #12 SMS WASHINGTON SQUARE \f/ - TO FIRST MAIN k ,c• , ,.,.. ---,-,,,-,5'0.% FILLET WELD 5 f, 1111 LI.J111111111111111111111/1111111MLLIAILIULL1 I :,,,m 9585 SW WASHINGTON SQ. CROSS TEE c.' VERTICAL - 12ga HANGER WIRE © 4'-0"o.c. c„.,=\ 0,0 R EGO N' r---1 MAIN RUNNER -CONT. HOW. STRUT TO ' ' PORTLAND, OR 97223 I PREVENT SPREADING OF 4i, ACOUSTICAL PANEL \414167-Q ;; il L6X6X1/4 WALL TRIM RUNNERS p•-•\ DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK- ''.--,,z.:.‘,„..:,:.. " SPACE #D08 - NUT AFTER CEILING SYSTEM IS LEVELED r 7T L5X506 BRACE TO SEISMIC I SUSPENDED CEILING DETAIL © WALL < 45• MAX. SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK STORE NO 47257 L6X6XY4. TO WF BEAM HSS COLUMN AT GRILLE SEISMIC . CONNECTION TO BE '346" COLUMN t‘ LOCKING PIN '`\, /"..,0•0/ 45* MAX. FILLET WELD FULL 14411 '11. 45 MAX. 411** Ili CONTACT , ■%.,. 45" F MAX. ----- SHEET TITLE . 1 k 401' LOCKING CLIP TO FASTEN CROSS , - ■ , . ‘ , „ ...... - TEE TO MAIN RUNNER ■ 2-,, 14■% .. (3) TURNS MIN. IN ,i4 ,-, 1-1 /2" (TYPICAL) (SIR U C TU R A L $1•1!)-(' ,...- ..,N •,\0 • SPLICES AND INTERSECTIONS OF ' 4,4,. "1-r. c, RUNNERS SHALL BE ATTACHED WITH MAIN RUNNER L(.4)-12qa SPLAY WIRES - SPLAYED 9? OM r) .r. E NT n I\1 -1- cm. ra-1- A, i i „- -. i MECHANICAL INTERLOCKING CONNECTORS , ,. . C -CROSS TEE EACH OITHER AND 45 FROM CEILING PLANE L_.) ; l...) ; \ ,.._ E\ \...,, 1 N 1 t.__) L IF, I , .„-- SUCH AS POP RIVETS, SCREWS, PINS, NOTE. SESMIC BRACING OF SUSPENDED CEILING HAS BEEN PLATES 'WITH BENT TABS, OR OTHER MAX WIRE SPACING - 6)-0" 0,C. DESIGNED PER THE APPLICABLE SECTIONS OF ASCE 7-05 i , , - MAIN RUNNER -- APPROVED CONNECTORS FOR 2x DESIGN 13.5.6.2..? AND 2007 0.S.S.C. SECTION 1613.1 WITH 'STATE WIDE L CROSS TEE LOAD OR ULTIMATE AXIAL OR COMPRESSION HANGER WIRE ALLOWABLE TENSION (MINIMUM 60 LBS.) #1 2 170 lbs. 4'--0" c.c. rriox. C.,ODE 'NTFRPRFTATION" MEMO DATED 04.20.07. THIS DOCUMENT #10 300 lbs. b'-'0" o.c, mox, sHAIA 9[-: CONSIDERED AS A PART OF THESE PLANS,. ,:.---- -7 (---\\ ----- ---\ , ..,___ ANGLE IRON BRACE TO STRUCTURE ABOVE r SEISMIC CEILING FPAC! ' ; DETAIL ri 7 kl SHEEr NC 1 %,...) 41 ' i---- . „. ..r,,n.,' NO SCALF 1 6--- . , NC .'-' A F , . FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M . HAM I LL • EXISTING MEZZANINE 580 DECKER DRIVE ABOVE,I ICAL�WORK IN THIS SUITE 170 AREA. EXISTING STAIRWELL TO ? xx x I RVI NG , TX 75062 MEZZANINE ABOVE, TO REMAIN. 0 e 0 0 0 1 0 • _____ ____R_ _ __ i __ _ _ _ _ ___ _ _ __ ___IR_ ___. __ _ __ _ _ _ ___IF. _ _ __ _ _ _,...........6._;....., _ _ _ _ _ _ _ ___ __ _ __ _.....A3_ _ _ le-- Li r _,11_ ir ir It_ i_ T _ir _,,,,.. ............,46.. .... .. ....... ... ..rwm 4"I ir _ ii_ _T _ _r _T , _r_ _11 ,:_. 1 I I LJLJL _ JL _IJL _ JL JL J L — JL — JL _JL _ JL_ JL _IJL _ J -- I A-9 A_29 \ .._._ ___ ____ _r__________I -11,,I I A-2 m ro - 1 .././ r lag 0 ' A-17 I w =I ' ► ' cn Ir TO MANAGER'S DESK , , c _ TO TELEPHONE BOARD . kN? 1 I I W al WV el - A-3 �- - — — J I ' L _ _- ' I .�• X111 A-13 15 s C ►:1 1 0 - - - _ ' . I I I I I I 0 A-11 I 1 SEAL EXISTING ELECTRIC ® L J I I I ® I I PANEL TO REMAIN - J I I I I G; 4 O ' ' VERIFY EXISTING I I I ( - - _ - I © P� ►# Nti L_ �� � T �L 4.0 0, I I I c �a • g ca A-1 `�0 � _ � � s. rzir ANEW , I i ° N a cP �3' ©A_5 � • I I VAV-1 I I o w e�: A� � I I „s 1 1-----V I— EI- L ©i I dA-21 I 1 I : 30 50 3P © ��/ /I 1 1 I I dIF :�_ ■ :�:� — A-27 ® © I I I I I I $ , J I = 1 ` A-2,4,6 I 1 I - _- I I I I I I _ • � � I (- -1- 1- --1- -1 1- — I e- TYP.48„ • A-19 1 1 1 I �\ I - — — _ - - — — — — _ - — _ — _ I REVISIONS_ a 1 1 1 I I I I I I I r -I r -I r r r r r -1 r -� r -I r -I r r NO. DESCRIPTION DATE I .��A i25 � � I I I I I I L — I I ( F = :: : : : + = = =: 1- 1 _ 1 _1 �i — ��EXISTING REAR �� - - DODRTOBE � _ '°" '°' "�' "°' 11 J ' — JL — JL — J_ - - - - - - - - - - - - -_ — - - L _JL -- L - L L IL ____IL____ - - 1 RELOCATED, AS - - - - - - J - - ' I I I SHOWN, by G.G. • , I EXISTING TOILET ROOM TO REMAIN. G.C. TO VERIFY CODE COMPLIANCE, PROPER WORKING ORDER 4 CLEAN TO "LIKE NEW” CONDITION DATE: 4/01/10 SCALE: AS NOTED GROSS AREA: 2,548 SQ. F T. SALES AREA: 1 ,660 SQ. FT. PROJECT # : 5.857.0210 DRAWN BY: bdr O ELECTRICAL POWER P LAN ALL SYMBOLS DO NOT NECESSARILY APPLY (R) = EXISTING FIXTURE TO SE RELOCATED - VERIFY EXISTING QUANTITIES SCALE: 1/4" = 1'-0" fillraft ill, Mo1H'r$at MT.TO CINTEIRLINE MowTINs HOT.TO .il MOUNT11 T.TO ,,,,,� FIELD VERIFY ALL CONDITIONS 61 IK.E66 4T1' 1R NOTED 6YF'�01� 1NA16 OTI#IIMNME N0�1'ED #(1110(. MUM O tHIMNaE NOTED DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL Q WIRED JUNCTION BOX SEE DRAWINGS -k- MANUAL MOTOR STARTING SWITCH W/ PILOT LIGHT 4S" A.FF. (TYP) © PIM ALARM OItlEAIG 6TATVON w APP.(TYP) VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY 4) DUPLEX RECEPTACLE, 3 WIRE GRD. TYPE, 20A 18" A.F.F. (TYP) N 11111.11191404111 CMS? M" APP.(TYP) 1i PRI P, ALAN1 AIDIOIM6IW. 0101111 DEVICE IC' APP.(TYP) FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. n©WI= DUPLEX RECEPTACLE, WEATHERPROOF,20A 18" A.F.F. (TYP) M' APP.(TYP) ® MOM DETECTOR AT RAM C■ N3 THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR ©GFI GROUND FAULT PROTECTED DUPLEX RECEPTACLE, 20A 18" AP.F. (TYP) M'' APP.(TIT) `-" PIIM ALAN"1 Vie1W. 6I MA$ MICE O0' APP.('17}x) INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND " INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR QUADRAPLEx WALL RECEPTACLE, 20A 18" A.F.F. (TYP) 106 APP.(TYp) 13 PANIC EXIT DOOR LACK OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. 4D-<)- G.F.I. W/LIGHT 4 SWITCH AS REQUIRED 1 I-1 6A1'E'rY I A6 B VI IDDING CONTRACTORS SHALL HAVE A WORKING 0 PUSHBUTTON STATION 48" A.F.F. (TYP) ® PIMIN ETIC MOTOR 6TAPIT6R Ab ISOM= KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR 51D5 THE COSTS FOR ALL WORK %MO INSTALLED IN STRICT ACCORDANCE WITH GOVERNING ® LOW VOLTAGE BUZZER TRANSFORMER AS REQUIRED ®-1 COhbNAT10N 6TARTI41M411114(*TCI•I Ab ItlbtANISO CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR a DOOR BUZZER 54" A.F.F. (TYP) ® MOTOR CUTLET . 1 PHA*! AO OWNER OF ANY APPARENT DISCREPANCIES BETWEEN - GOVERNING CODES AND DESIGN INTENT. 3 4 TOGGLE SWITCH - SINGLE, 3-WAY 4 4-WAY 48" APP. (TYP) ® 110108 OMIT • 11 ROM A6 O ELECTRICAL SYMBOLS 1. REFER TO MECHANICAL PLAN FOR LOCATION OF 0 20AMP, 120v., ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLE O EXISTING/RELOCATED REAR SERVICE DOOR BUZZER SYSTEM AS SHOWN, C> EXISTING TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE PROJECT TITLE MECHANICAL EQUIPMENT. FIELD VERIFY EXACT LOCATIONS. (HUBBELL 0IG-5362)FOR CASH REGISTERS. DO NOT INSTALL WITH TO REMAIN. ADD ADDITIONAL BUZZER TO CASH WRAP, AS SHOWN. TO REMAIN. CONTRACTOR SHALL vERIFY ALL POWER/PHOE/DATA REQUIREMENTS ANY OTHER CIRCUITS. LOCATE RECEPTACLES AT CASH/WRAP COUNTER WITH CONSTRUCTION MANAGER AND MAKE ALL NECESSARY MODIFICATIONS. O 1/2 CONDUIT WITH PULL STRING FROM HVAC UNIT TO THERMOSTAT. REFER REFERENCE ONLY WASHINGTON SQUARE 2. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL AT A TYPED PANEL AS DIRECTED BY CONSTRUCTION MANAGER RUN 2 "12 TI- -IN AND TO MECHANICAL DRAWINGS FOR EXACT LOCATION. DIRECTORY WITH ALL CIRCUITS ACCURATELY DESCRIBED PRIOR TO STORE 1 012 ISOLATED GRD. PER CIRCUIT IN A COMMON 1" CONDUIT IN ® RECEPTACLES AND COVERPLATES IN NON-SALES AREA SHALL BE MOUNTED AT 18" A.F.F. NOT APPROVED WITH THIS PERMIT OPENING FOR ALL PANELS. FLOOR SLAB TO WALL, UP WALL AND TO PANEL. O9 REFER TO HVAC CONNECTION SCHEDULE FOR WIRING, CONDUIT, AND CIRCUIT UNLESS NOTED OTHERWISE. CIRCUIT TO PANEL AS INDICATED. 9585 SW WASHINGTON SQ. 3. ALL RECEPTACLES AND SWITCH PLATES IN SALES AND NON-SALES REQUIREMENTS. 21 PROVIDE A DEDICATED QUAD RECEPTACLE FOR A/v SYSTEM AT MANAGER'S AREAS TO MATCH WALL OR CEILING FINISH UNLESS DIRECTED OTHERWISE. ® i CONDUITS RUN IN FLOOR GUT AND PATCH FLOOR AS REQUIRED. DESK Atv SYSTEM TO BE FURNISHED AND INSTALLED BY AUDIO/VIDEO PORTLAND, OR 97223 TYPICAL MOUNTING HEIGHT IS 18" A.F.F. EXCEPT AT COUNTERS OR IF COORDINATE FLOOR CUTTING WITH LANDLORD PRIOR TO STARTING WORK 10 PROVIDE JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN CONCEALED LOCATION CONTRACTOR TENANT E.G. TO ALSO FURNISH AND INSTALL CONDUIT AND PULL WIRE DIRECTED OTHERWISE O TELEPHONE OUTLET (VOICE). USE 4" SQUARE JUNCTION BOX WITH PHONE AND FINAL CONNECTION FOR 120 VOLT SIGN. SIGN FURNISHED BY TENANT. TO ALL A/v LOCATIONS AS REQUIRED BY A/v VENDOR CONFIRM REQUIREMENTS 6'-31/1' SPACE #D08 JACK AND COVERPLATE. RUN 1" EMPTY CONDUIT WITH PULL WIRE INTO WALL, COORDINATE EXACT LOCATIONS WITH TENANT'S CONSTRUCTION MANAGER AND LOCATIONS WITH OWNER PRIOR TO DID. EQ EQ 4. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND OUTLET UP WALL TO STRUCTURE ABOVE BACK TO TELEPHONE BOARD. y BOXES SHALL SE FLUSH WITH FINISHED WALL UNLESS SUMMARY OF TELEPHONE LINE REQUIREMENTS- 0 WIRE THROUGH TIME CLOCK. REFER TO SHEET E3.O FOR MORE INFORMATION. co REAR DOOR SECURITY EXIT DEVICE SHALL BE FURNISHED AND INSTALL BY 7 OTHERWISE NOTED. (1) LINE REQUIRED AT BACK OFFICE FOR HANDSET SEE DIAGRAM ON SHEET SECURITY SOLUTIONS, 405-376-1600. TENANT CONTRACTOR SHALL PROVIDE A 120v 47257 5. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH 12 MOUNT DUPLEX RECEPTACLES HORIZONTALLY BELOW COUNTER. COORDINATE EXACT DEDICATED OUTLET FOR SECURITY DEVICE AT REAR DOOR. SEE DETAIL S/E4.1 FOR STORE NO. NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND E4.0 FOR DETAILS(1) LINE REQUIRED AT CAS LOCATION WITH CABINET MANUFACTURER. ADDITIONAL INFORMATION. W H WRAP FOR DSL AND HANDSET SEE DIAGRAM ORDINANCES. ON SHEET E4.0. FOR DETAILS 13 1" CONDUIT RUN N SLAB TO J-BOXES, MOUNTED ON TOP OF SLAB UNDER co A/v VENDER TO FURNISH AND INSTALL (2) Tv/MONITORS. m 6. ALL FIRE ALARM DEVICES ARE EXISTING TO REMAIN AND CONNECTED TO THE LANDLORD'S SIMPLEX SYSTEM. ® 20AMP, 120v., DUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY EACH SHOWCASE FOR SHOWCASE LIGHTING. CONTRACTOR SHALL VERIFY POWER. LOCATE RECEPTACLES AT CASH WRAP COUNTER AS DIRECTED BY EXACT LOCATION WITH CONSTRUCTION MANAGER. ®4 FLUSH MOUNT JUNCTION BOXES AT 4'-3", 6'-9", AND 9'-3" AFF RESPECTIVELY AND . OWNER RUN 2 012 THW AND 1412 GRD IN 1" CONDUIT IN FLOOR SLAB TO WALL, 14 FLUSH MOUNT (1) J-BOX FOR EACH LIGHT BOX. CONNECTION OF LIGHT BOX TO PROVIDE HARD-WIRED FINAL CONNECTION FOR LIGHT BOXES. SEE DETAIL ON THIS J-BOX IN WALL. CONTRACTOR SHEET TITLE RU N UP WALL TO JUNCTION BOX AND CONNECT TO CIRCUIT INDICATED. CIRCUIT IS HARD WIRED. SEE E1.0 AND A4.0 FOR ADDITIONAL INFORMATION AND SHEET FOR ADDITIONAL INFORMATION. SHALL MAKE HARD WIRE O ALL POWER DEVICES IN THIS AREA ARE EXISTING TO REMAIN, UNLESS LOCATIONS. ©5 20 AMP, 120v. ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLE CONNECTION TO LIGHT BOX. ELECTRICAL OTHERWISE NOTED. CIRCUITING IS EXISTING TO REMAIN. ® MOUNT SALES AREA DUPLEX RECEPTACLES AND COVERPLATES AT IS" APP.. (HUBBELL0IG-5362) MOUNTED AT IS" APP. DO NOT INSTALL WITH ANY OTHER FACE OF J-BOX MUST BE CIRCUITS. RUN 2012, 1•12 GRD., AND 1012 ISOLATED GRD. BACK TO PANEL FOR FLUSH TO FACE OF POWER P LA N O RECEPTACLES AND COVERPLATES WITH AN "SF" DESIGNATION SHALL BE SEE DRAWING 44.0- MOUNT SMOKE DETECTOR IN RETURN AIR DUCT AS REQUIRED BY LOCAL CODES COMPUTER TERMINAL. INTERIOR ELEVATIONS ADJOINING WALL SURFACE. FLUSH MOUNTED IN CEILING AT STOREFRONT, PARALLEL TO STOREFRONT AND LANDLORD'S CRITERIA. FOR LOCATIONS OF GLASS. CIRCUIT TO PANEL AS INDICATED. (NEC ART. 210-62) LIGHT BOXES. 0 EXISTING HATER HEATER BELOW SINK TO REMAIN. 0 POWER EQUIPMENT: REFER TO POWER RISER DIAGRAM ON DRAWING E3.O FOR ADDITIONAL INFORMATION. SHEET NO. El • 0 © GENERAL POWER NOTES 4 POWER CODED NOTES 0 LIGHT BOX POWER SUPPLY CCS PROTO RELEASE 1 .1 - 03/2010 LOCKER, I FOOT NC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M . HAM I LL 580 DECKER DRIVE SUITE 170 EXISTING STAIRWELL TO Q TWO SINGLE POLE SWITCHES xx Q e I RVI NG, TX 75062 MEZZANINE ABOVE, TO FOR BI-LEVEL SWITCHING OF REMAIN. STOCKROOM LIGHTING. I (CIRCUIT A-24) 1 CL-t + 20'-0" ' I I el - ..- - - i - -- - - _ - - - - - - -- - - - - - -- -- - - - - - - - - lisi- -- I FI-4 (E) I I FI-4 (E) A-20 ,� 0 1 A-24 I I I 1A-24 I FI-4 (N) I A-30 1 A-3d FL II' C I ( d A-22 _ F-I �i TI-G TI-G TI-G TI--G TI-G TI-G TI-G THG TI-G TI-G TI-G TI-G T G TI-G Ti-G Tf-G TI-G TI-G TI-G TI-G TI-G TI-G TI-G TI-G TI-G TI-G TI-G Ti-G T1-G 1 I ( 1 A-24 EM 7 7 7 17 7 7 7 17 7 7 0o vf-k\\) a 1 CIRCUITING REAK IN TRACK CIRCUITING BREAK IN TRACK © Mgr `--I 0 III I —I A-28 A 20 A 20 A-20 A 20 A-20 A-20 =I Ii FI 4 (N) FI 4 I FI 4 �� 1 1 H. EM I 1 A-24 I �1,II O -�11� ME gb A-22 (N) A-24 (N) A-24 j ' a 0 ( = A-22 — b 0 C d ( _ . !,6 A6 I �I 11 1 A-24 NL d 1 a arc I v I I RL i X11 O s I I I ' I , t I I I ( — K I I = 0 ) A_11 i1I, LOCKING A-24 -- - -- 5 �- - - - J I ' L - - - - - -L A-22 11_ ► I A-1 CABINET i h 22 -22 -4 (N) I � a I I I III I I I FI O I NL 1 I I NL SEAL EXISTING ELECTRICAL L J I I II I I I EM A- I v 1 I I I ` I PANEL TO EXITi REMAIN z - L LIJ I I 1� I r I I • \ 4,I _ F1-4 (N) r ET _- _ _ � A-22 'gl ' _ I I v ' ' NL L ' I 1 I I i r W NL22 - - � M A-22 11 1 �� I- _ -I � � � �z I NL I (N) o b A 20 A 20 I A-20 I A 20 - A 20 A .: > ail I - I 5T4 i — (—' i I 1 ti ) V O Q C) L) i 1- � T I � 1- I O4, I- © b 0 a C b a 0 C b a „ ; ►' •I stI I I �-20 AI6 A10 I A16. I A16 A16 AIS I 131 J6 �.9 QD 0 o(E) I I I I (wi I A-20 I - 1 HII A-24 CIRCL ITING REAK IN TRACK i- CIRCUITING BREAK IN TRACK N - A 19 � I I I b ;— r:-1 - 5T4 - -1 ,� A 1� ii i 4 _ ��- A-24 � �4 20 H I I I I d I © , TI-G TI-G TI-G T1-G TI-G TI-G T1-G T1-G TI-G T G TI-G TI-G TI-G T1-G TI-G TF G TI-G TI-G TI-G TI-G T1-G TI-G TI-G TI-G TI-G TI-G TI-G TI-G TI-G J6 REVISIONS . I I I I I I I J6 b J� b A-16 I A-12 1 A-14 1 (�l I I I I I I A-20 \I 0 O NO. DESCRIPTION DATE L11 /EXISTING EAR q_ �— i__ I I DOOR TO BE - - - - _Ti - - - - �-- - - - - - - - - - - - - -- - - - - -- - - - - - -I - - - - - - - - - - - - - - -' - - -- - - - - - - - - - - - -' - - RELOCATED, AS I SHOWN, by G.C. EXISTING TOILET R OM TO 1 BOTTOM OF PENDANT 1 1 FIXTURES, METAL PANELS, 4 REMAIN. G.G. TO IFY CODE I TRACK LIGHTING • 12'-0" AFF I COMPLIANCE, PR ER WORKING ORDER 4 CLEAN TO "LIKE NEW" CONDITION DATE: 4/01/10 SCALE: AS NOTED GROSS AREA: 2,548 SQ. FT. FIELD VERIFY ALL CONDITIONS SALES AREA: 1 ,660 SQ. FT. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL PROJECT # : 5.857.0210 VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY DRAWN BY: bdr FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR raft OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING ELECTRICAL CONTRACTOR KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN TO POSITION TRACK L ICNTS INSTALLED IN STRICT AC BIDS CORDANCE WITH GOVERNING TOWARD MERC1-1AND ISE CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. DISPLAYS ON PERIMETER MPERIMETER THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR VII OWNER OF ANY APPARENT DISCREPANCIES BETWEEN IN SI-0W UJINDOWS. GOVERNING CODES AND DESIGN INTENT. © ELECTRICAL LIGHTING PLAN SCALE: 1/4" = 1'-0" LIGHT FIXTURE AND EQUIPMENT SCHEDULE Nille 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS TYPE SYMBOL EXIST. NEW MANUFACTURER DESCRIPTION LAMP OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE %IMO WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S REFERENCE ONLY Fl 1 I - 1 MERCURY MM132-OCT/8T-C-ELB-UNI - 8' - 1 LITE TANDEM FLUORESCENT STRIP W/ F032/830 32W T8 RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. NOT APPROVED WITH THIS PERMIT PAL 40T8G CRUSH GUARD SAFETY SLEEVE 4 PAL TS CAP FLUORESCENT LAMP 2. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. FI-4 1 2 4 MERCURY MM-132-OCT-C-EL5-UNI -4' - I LITE TANDEM FLUORESCENT STRIP W/PAL 40TSC CRUSH GUARD F032/830 32W TS SAFETY SLEEVE 4 PAL TS CAP FLUORESCENT LAMP 3. GENERAL CONTRACTOR TO INSTALL TENANT FURNISHED CRUSH GUARD SAFETY SLEEVES TO ALL MM-132-OCT-C-ELB-I.NI-EMFK-4'- I LITE TANDEM FLUORESCENT STRIP W/90 MIN BATTERY AND F032/830 32W TS STOCKROOM FLOURESCENT LIGHTING. O F1-4EM �, - 5 MERCURY PAL 40TSC CRUSH GUARD SAFETY SLEEVE 4 PAL TS CAP FLUORESCENT LAMP PROJECT TITLE 4. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING F3 ( 1 - - MERCURY TWO LAMP FLUOR INDUSTRIAL TYPE WITH WIRE GUARD 24610 F32T8/TL830/ALTO FIXTURES. FIXTURE: "F1iE6-2-32-OCT-ELB-UNIV/REFLMiE6240 WIRE GUARD: -MiE6240 5. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL 6ALie AMA SALM AEA &4L*AIWA WASHINGTON SQUARE ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE (120/211 VOLT INPUT) WITH BATTERY BACKUP. 9585 SW WASHINGTON SQ. J6 0 - 6 JUNO (HOUSING): � OPEN PAR38 DOWNLIG NOUSING W/ E R TRIM ALZAK (SILVER)F1 11 Pµ14418 CDM i25W/830/PAR38/25 6.. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY PORTLAND, OR 97223 A16 0 - 12 ANP LIGHTING UL416-49-RBHC-42-GR16(42W) PENDANT W/16" SHADE 42W CFL DUAL TAP BALLAST BLACK CORD GRILL WIRE GUARD INCLUDED 26,815 PL T42W/35/4 PIN COMPLETE AND OPERABLE SYSTEM. SPACE #D08 ST4 0 - 2 STONCO VP-II-GC CAGE LIGHT PENDANT MOUNT WITH (1) 100 15691 EL/MDT23W MINI TWIST LIGHTING GENERAL NOTES WATT A LAMP SUSPENDED DED W BLACK CABLE THC t - 11 CON-TECH CTL2833N-S GIMBALL RING TRACK HEAD-SILVER 14418 CDM-i25W/830 PAR 38/25 STORE NO. 47257 TF - - CON-TECH *1 -S-P (8' LENGTH) Q NOT USED CHANNEL *LT-6-P (6' LENGTH) SPRING LOADED ATTACHMENT MOUNT TRACK *LT-4-P (4' LENGTH) DIRECTLY TO LAY-IN CEILING *LT-2-P (2' LENGTH) O WIRE THROUGH TIME CLOCK. REFER TO SHEET E3.0 AND SPECIFICATIONS FOR MORE INFORMATION. O O O SP e - 4 BOSE FREESPACE MODEL 16: LOUDSPEAKER (TYP. OF 4) 0 HOMERUN A-20 TO BE CONTROLLED BY SWITCH "a" FOR BI-LEVEL SWITCHING. SEE SWITCH BANK SHEET TITLE SD O SMOKE DETECTOR DETAIL ON THIS SHEET AND "POWER RISER" ON SHEET E3.0. " " � � � ,� tic LIGHTS ELECTRICAL SUPPLIED AND INSTALLED BY TENANTS G.G. 04 HOMERUN THROUGH AN 8-POLE CONTACTOR CONTROLLED BY SWITCH c CONTACTOR SHALL BE WALL 7 - - .0MOUNTED ADJACENT TO LIGHTING PANEL. SEE SWITCH BAT•NG DETAIL ON THIS SHEET AND "POWER LIGHTING PLAN RA RETURN AIR GRILLE OR DUCT, SEE M1.0 FOR MORE INFO. RISER" ON SHEET E3 . *a' *b' 'c' SA - - SUPPLY AIR DIFFUSER, SEE M1.0 FOR MORE INFO. O MASTER SWITCH BANK TO BE LOCATED AT REAR DOOR TO SALES AREA. SEE DETAIL 'S' ON THIS SHEET. O HOMERUN A-20 TO BE CONTROLLED BY SWITCH "b" FOR BI-LEVEL SWITCHING. SEE SWITCH BANK El -- - 6 HIGHLITES BP-PLED-5-R EXIT LIGHT W/ BATTERY PACK DETAIL ON THIS SHEET AND "POWER RISER" ON SHEET E3.0. D ® 1 - EXISTING EXISTING RECESSED FAN/LIGHT UNIT WITH LIGHT BULB VERIFY EXISTING BULB 4 RELAMP (E) = EXISTING FIXTURE TO REMAIN - VERIFY EXISTING QUANTITIES (N) = NEW (NL) = DENOTES NIGHT/EMERGENCY LIGHT SHEET NO E 2 • 0 © LIGHT FIXTURE SCHEDULE 4 LIGHTING CODED NOTES 0 MASTER LIGHTING SWITCH BANK T 1 .1 - 03 CCS PRO TO RELEASE 03/2010 E S / FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M . HAM I LL 580 DECKER DRIVE SUITE 170 IRVING, TX 75062 0 ----SEAL N. t. y�`o�Pt. 4f%) Q W 0 ' \lardy el °+ y ?4 oo a do 0 r, 0 PANEL:A SURFACE SERVES: CCS NEMA 1 -ify ®®.,, u.3 200 AMP MCB VOLTS: 120/208 3 PHASE/4 WIRE+CND AIC:22,000 SERIES RATED CCT SERVES VA OCP WIRE PH CCT SERVES VA OCP WIRE REVISIONS 1 RECEPTACLES 540 20/1 2#12,#12G.,3/4"C. A 2 VAV-1 5532 50/3 2#12,#126,3/4"C. NO. DESCRIPTION DATE 3 TELEPHONE BD. 200 20/1 2#12,#12G.,3/4"C. B 4 --- 5532 - 2#12,#126.,3/4"C. 5 MGR.DESK RECEPT. 600 20/1 2#12,#12G.,3/4"C. C 6 --- 5532 - 2#12,#12G,3/4"C. 7 AUDIONIDEO QUAD 300 20/1 2#12,#12G.,3/4"C. A 8 LIGHT BOXES 900 20/1 2#12,#12G.,3/4"C. 9 SALES RECEPTACLES 720 20/1 2#12,#12G.,3/4"C. B 10 TRACK LIGHTS 1500 20/1 2#12,#12G.,3/4"C. 11 BACKW RAP POWER 900 20/1 2#12,#12G.,314"C. C 12 TRACK LIGHTS 1500 20/1 2#12,#12G.,3/4"C. CORRIDOR ELEC. RM. ROOF 13 P.O.S.RECEPTACLES 600 20/1 2#12,#126,3/4"C. A 14 TRACK LIGHTS 1500 20/1 2#12,#126,3/4"C. 4#3/0,#6GND.-2"C. 15 P.O.S.RECEPTACLES 600 20/1 2#12,#126,314"C. B 16 TRACK LIGHTS 1500 20/1 2#12,#126,3/4"C. / 17 CASHWRAP RECEPT. 800 20/1 2#12,#126,3/4"C. C 18 TRACK LIGHTS 600 20/1 2#12,#126,314"C. 19 TOILET ROOM 400 20/1 2#12,#126,3/4"C. A 20 SALES DOWNLIGHTS 800 20/1 2#12,#126,314"C. -TO EXISTING 21 REAR DOOR/BUZZER 300 20/1 2#12,#126,3/4"C. B 22 EMERG/NIGHT LIGHTS 600 20L11 2#12,#126,3/4"C. EXISTING TI WINDOW LIGHTS K TO CONTROL -'-C 200AS/3P/200A OVERCURRENT ` DEVICE AT TENANT ELECTRICAL 23 SHOW WINDOW R . 1,000 20/1 2#12,#126.,3/4"C. C 24 STOCK LIGHTING 400 20/1 2#12,#126,314"C. SHOW WINDOW LIGHTS AND SIGN SERVICE POINT. VERIFY LOCATION 25 WATER HEATER 1,500 20/1 2#12,#126,3/4"C. A 26 SHOW WINDOW LIGHTS 400 20/1 2#12,#126,3/4"C. NEW CONTACTOR TO CONTROL - PANEL TRACK LIGHTING CIRCUITS 'A' 27 SIGNAGE 1,200 20/1 2#12,#12G.,3/4"C. B 28 TRACK LIGHTS 1500 20/1 2#12,#126,3/4"C. ` 29 LIGHT BOXES 1200 20/1 2#12,#126,3/4"C. C 30 TRACK LIGHTS 1500 20/1 2#12,#126,3/4"C. DATE: 4/01/10 31 SPARE 20/1 A 32 TRACK LIGHTS 1,500 20/1 2#12,#126,3/4"C. 33 TV/MONITORS 800 20/1 2#12,#126,3/4"C. B 34 SPARE 20/1 SCALE: AS NOTED 35 SPARE 20/1 C 36 SPARE 20/1 37 SPARE 20/1 A 38 SPARE 20/1 GROSS AREA: 2,548 SQ. FT. 39 SPARE 20/1 B 40 SPARE 20/1 SALES AREA: 1 ,660 SQ. FT. 41 SPARE 20/1 C 42 SPARE 20/1 ` FLOOR PROJECT # : 5.857.0210 CONNECTED DEMAND LOAD BALANCE PER PHASE S CONTINUOUS 18,000.0 1.25 22,500.0 PHASEA 13972 DRAWN BY: bdr U RECEPTACLES 5,260.0 NEC 5,260.0 PHASE B 14452 ALL SHOWN ABOVE IS EXISTING TO REMAIN, M KITCHEN EQUIP. 0.0 0.65 0.0 PHASEC 14,032 UNLESS NOTED OTHERWISE. M HVAC 16,596.0 1.00 16,596.0 LOWEST PHASE PLUS 10% A NON-CONTINUOUS 2,600.0 1.00 2,600.0 13972 +10% 15,369 R LARGEST MOTOR 0.0 0.25 0.0 PHASES ARE BALANCED rift ELECTRICAL RISER DIAGRAM Y TOTAL VA 42,456 46,956 TOTAL AMPS 117.8 130.3 NOTES: PROVIDE BOLT ON BREAKERS NO1 TO SCALE itIL 201/1 =BREAKER WITH LOCK-ON DEVICE LOCATION: STOCK ROOM IrilL REFERENCE ONLY NOT APPROVED WITH THIS PERMIT %Me v POWER RISER AND SCHEDULES I N.T.S. ill4D 1. I-IVAC CIRCUIT BREAKERS SHALL SE °HACR" TYPE WHERE PROJECT TITLE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.G. 2. TENANTS ELECTRICAL CONTRACTOR SHALL FIELD VERIFY WASHINGTON SQUARE A- 17.„did_ , EXACT A.I.C. RATING OF LANDLORDS DISTRIBUTION EQUIPMENT, FURNISH AND INSTALL TENANTS SYSTEM TO MATCH. FIELD VERIFY ALL CONDITIONS 9585 SW WASHINGTON SQ. -6-6-6-b TO IV +^ R ' S DESK\ W " 3. ELECTRICAL CONTRACTOR ELECTRICAL EQUIPMENT T0�0gLBETWEEN PHASESPA/B�8/C DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL PORTLAND, OR 97223 `� VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT �►1 A/C REGARDLESS OF CIRCUITING INDICATED. TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SPACE #D08 _ ..� � - - - - - •�% I= - •• � SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO T_L E. BOARD • �. PROPER CLEARANCE MUST BE MAINTAINED ABOUT FOR FIELD MODIFICATIONS DUE TO EXISTII�s CONDITIONS. ELECTRICAEQUIPMENT PER N.E.C. FIELD VERIFY EXACT- • '•� MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA THE CONTRACTOR SHALL CONTACT THE ARCHITECT,fl-- - - - - - • 11 PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. ENGINEER OR OWNER PRIOR TO BIDDING FOR STORE NO. 4 E 2 5 7 TEL. CONDUIT - • INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND A 13 , 15 �-- POS/DATA 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR ISOLATED GROUND A- 11 DISTRIBUTION SYSTEM. OWNER AFTER BIDDING WILL SE FINAL AND 51-1ALL BE CIRCUIT CONDUIT IMPLEMENTED AT CONTRACTORS COST. SHEET TITLE 6. BOND NEUTRAL TO GROUND AT DISCONNECT SWITCH IF NOT UTILITY POWER CONDUIT BONDED ON LINE SIDE OF DISCONNECT SWITCH. IF NEUTRAL IS BIDDING CONTRACTORS SHALL HAVE A UJORKING BONDED ON LINE SIDE OF DISCONNECT SWITCH, DO NOT BOND KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND ELECTRICAL AT DISCONNECT SWITCH. SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK SEE S/A52 1. MAXIMUM LENGTH OF TAP CONDUCTORS ON TRANSFORMER INSTALLED IN STRICT ACCORDANCE WITH GOVERNING POWER RISER FOR CONDUIT TO SECONDARY SHALL NOT EXCEED 10'-0" IN LENGTH. CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. COUNTER LOCATION THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR & SCHEDULES 41/ S. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN OWNER OF ANY APPARENT DISCREPANCIES BETWEEN /401 ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF GOVERNING CODES AND DESIGN INTENT. SEE 1 ® ELECTRICAL EQUIPMENT..0 9. EQUIPMENT NAMEPLATE PER N.E.C. KEY NOTE E3.0 .....4 DESCITIONS N.9 SHEET NO. E 3 . 0 I 4 CONDUIT STUB @ CASH WRAP Q CASH WRAP/SHOWCASE AREA WIRING PLAN el POWER RISER GENERAL NOTES CCS PROTO RELEASE 1 .1 - 03/2010 I n FOOT LOCKER, INC. r r L A II MI! , 0 1 in 1 Ira rl P ©� o rl 1 a® El SECONDARY PRIMARY 25 Pair 66 Block STORE PLANNING DEPT Imam REGISTER REGISTER _ c _ _ �� To Caste Trap , 112 WEST 34TH STREET DSL Line E _ — y ' _ •I NEW YORK, NY 10120 _ C — �- — C — — J.- — C — — - 1- ?o Hach Office C — — � ARCHITECT: C — — C — — -'— — 03 Na O) u► \h 03 ns o� of M h ., TO DEMARG c — — y — . �� 1 : III Q IIII �A � 111 � Q 11 1 I i i Phone Line _ _ _ = CAT 3 Cable 2 7 4 2 4 JAMES M . HAM I LL _ L - - - - . AT&T 2010 (Plenum) I I O i I I I ss I I �' I I Is- - - - ■ zol00004awH wl000 580 DECKER DRIVE ,_,,, _ — (107078388) Y;� ; — _ _ - ' ( ) I ) C ) 1-14 ) SUITE 170 I....r • f...._I - � � °' C' � 0' N ~ 03 'N/ � � IRVING TX 75062 I- 3Phone• Store c - _ - - • _�:� s >< � _�:: C — �' I s 3D SL�� III O 11■■■SZ \ , P III O it■■■ h) w ,a. 1 I u, wr. w lb w -. I I ►nwN. w Demare c — — • Surface-Mount Box Surface-Mount Box .a - - - - •• M104SMB (4 Port) M104SMB (4 Port) C — — — — • t / 1 CASH WRAP MANAGER'S DESK L _ _ _ _ M104SMB-A-246 M104SMB-A-246 _ _ _ - • (107952442) (107952442) C — — — • E _ _ _ _ . L E — — ........ ........ . J Back Office Cash Wrap Q CABLE BLOCK WIRING DIAGRAM 0 — _ 1--=) — 0 \ -- 0 ,./ T — A R \ D' '---- —A ' "'C..S EAL ..... �.3 "�,.. ,:-.--, ,44 NOTE TO DATA VENDOR: a Z a' N a `-'di DATA SYSTEM INSTALLER MUST REFER TO DRAWING dlyd�y� ° °o A5.2 IN ORDER TO VERIFI' T+�E NUMBER OF – _ – '� ��b ► of I �p __t Ui d- m N — SECONDAR)' REGISTER UNITS ON TNIS PROJECT. ti BROWN --. ORANGE PAIR VOICE LINE I N r I PAIR `, N I-- (GASH WRAP 4 2 = N = -Ni FUTURE REVISIONS BACK OFFICE) 1 m I I ( T m 4 tp O ■■■� _m O NO. DESCRIPTION DATE -i-.' 1 0 :-.....- G.G. TO INSTALL — K) U.) INSTALLATION REQUIREMENTS AND PLUG IN U - I I 11) 1- CQ FOR EACH SECONDARY REGISTER UNIT. PROVIDED LIGHT SEE A5.O FOR NUMBER OF UNITS. FIXTURE UNDER An DUPLEX WOOD SHELF. OUTLET FOR ( ) I ( ) (TYP 2) ,' LIGHT 3" GROMMET HOLE 3" GROMMET HOLE FIXTURES CP --1 ( U1 'd- m cN - ITYPJ___ (TYP ____ 2 CONVENIENCE r PRIMARY, EGONDAR7 DEDICATED QUAD © QUAD S)----` -� I REGISTER REGISTER -- DEDICATED QUAD AUDIO �� `st N ■■■. 11 N I WELL I _ W DSL ONLY N r N r VOICE LINE 2 WELL , (2) 0 w N A ) (GASH WRAP ONLY I m m (GASH WRAP d 1 I (4684) U REAR DOOR i -- BLUE GREEN I I 1' BACK OFFICE) �L (4684) J L_ _—.I\ 15 BUZZER -7- PAIR ( ) PAIR f J + _ _ ;4 ,..0„ DATE: 4/01 /10 trAN, Al K) U. -4 Li) `9 t– d) 1�m �' ' A_' , .. e EQUAL EQUAL SCALE: AS NOTED N Got Jock Surface-Mount Box �`'t LAMINATED ;. GROSS AREA: 2,548 SQ. FT. 4S M 1045MS3 (4 Port MGR. DESK �� M I BH H 2 SALES AREA: 1 ,660 SQ. FT. (10-7321-721) M 104SMB-A-24S �' i Z---- I 7 SOLATED (10���2442) O GROUND/DEDIGATED i, PROJECT # : 5.857.0210 PHONE OUTLET (SEE WIRING CIRCUIT OUTLET in DETAIL F FOR PIN OUT) e DRAWN BY: bdr CONTRACTOR TO FURN. AND INST. ONE m GENERAL CONTRACTOR TO FURNISH AND INSTALL FOUR (4) DEDICATED DUPLEX OUTLET, WIRED TO iv 0 PHONE OUTLET I CONDUITS WITH PULL STRINGS TO GASH 4 WRAP COUNTER: PANEL BOARD. (SEE WIRING DETAIL F I. FOR TELEPHONE GABLE (FOR PIN OUT) 2. PO5/DATA CONTRACTOR TO FURN. AND INSTALL PM% 3. FOR DEDIGATED ELECTRICAL OUTLETS ONE DEDICATED GIRGUIT WITH ■, ISOLATED GROUND (SEPARATE HOT, 4. FOR GENERAL ELECTRICAL POWER NEUTRAL, AND GROUND 120 VOLT, 20 6 6 B L O O �K , R N. DETAL AMP GIRGUIT WITH QUAD OUTLET UNDER EACH WELL, 2 HUBBEL 1.6.445352 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. 25 pair SS BIoC ‹ VIII Goble to Gosh Wra o DSL j_r__ ........ ....1,...e.""\--E..... ..... 4 CASH REGISTER WIRING DETAIL Q MANAGER DESK WIRING DETAIL lirit I. TENANT G.G. SHALL PROVIDE $ INSTALL ALL NECESSARY CONDUIT WITH PULL STRINGS WIRING DETAIL FOR JACKS. Phone I FOR INSTALLATION OF TENANT'S DATA SYSTEM. REFER TO DETAILS ON THIS SHEETS FOR REFERENCE OF TENANT'S DATA SYSTEM REQUIREMENTS AND ROUTING. EACH JAGK IS TO HAVE ONE GAT 3 GABLE. BLUE PAIR ON PINS 4 AND 5 ON JAGK IN OUTLET POSITION #I 2. TENANT G.G. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S ORANGE PAIR ON PINS 4 AND 5 ON JAGK IN OUTLET POSTION #2 %MO DEMARG PANEL TO THE GASH WRAP COUNTER'S PRIMARY REGISTER. GREEN PAIR ON PINS 4 AND 5 ON JAGK IN OUTLET POSTION *3 BROWN PAIR ON PINS 4 AND 5 ON JAGK IN OUTLET POSTION *4 3. TENANT G.G. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S ....111■111 DEMARG PANEL TO THE MANAGER'S DESK. BLUE PAIR FOR DSL ONLY 4. TENANT'S DATA SYSTEM INSTALLER SHALL FURNISH AND INSTALL GAT 3 GABLE, USING ORANGE PAIR FOR PHONE #1 TENANT G.G. INSTALL CONDUIT, FROM THE STORE'S DEMARG PANEL TO THE GASH WRAP GREEN PAIR FOR PHONE *2 PROJECT TITLE BROWN PAIR FOR FUTURE �� �� - - COUNTER, TERMINATING THE GABLE AT THE GASH AND WRAP PER WIRING DETAIL 'F'. REFERENCE ONLY �_ 1 5. TENANT'S DATA SYSTEM INSTALL SHALL FURNISH AND INSTALL GAT 3 GABLE, USING OUTLET COLOR GODS. NOT APPROVED WITH THIS PERMIT TENANT G.G. INSTALLED CONDUIT, FROM THE STORE'S DEMARG PANEL TO THE MANAGER'S BLUE - WHITE PIN 5 ON JAGK #I WASHINGTON SQUARE DESK. SOLID NNGEEL WHITE PIN N5 JACK *I ON JAGK *2 9585 SW WASHINGTON SQ. �� !± — 7 I 6. TENANT'S DATA SYSTEM INSTALLER SHALL LABEL JAGK AT GASH WRAP AS "GASH SOLID ORANGE PIN 4 ON JAGK *2 WRAP JAGK". GREEN - WHITE PIN 5 ON JAGK *3 PORTLAND, OR 97223 SOLID GREEN PIN 4 ON JAGK *3 —L. 1. TENANT'S DATA SYSTEM INSTALLER SHALL MAINTAIN A MINIMUM CLEARANCE OF 18" BROWN - WHITE PIN 5 ON JACK #4 SPACE #D08 — Ili FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. BALLASTS, POWER FEEDER SOLID BROWN PIN 4 ON JACK *4 GABLES, ETC) FOR THE ENTIRE GABLE RUN. WIRING DETAIL FOR 66 BLOCK STORE NO. 47257 ...... ....., ...L. S. TENANT'S DATA SYSTEM INSTALLER SHALL PERFORM A CONTINUITY CHECK FOR EACH CAT 3 GABLE TO GASH WRAP WILL BE TERMINATED FIRST ON THE 66 BLOCK. CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED GABLES, INCLUDING GABLE GAT 3 GABLE TO THE BACK OFFICE WILL BE TERMINATED SECOND ON THE 66 BLOCK. J SHIELD• DSL WILL BE BRIDGED TO THE BLUE PAIR ON THE GASH WRAP GABLE ONLY. PHONE LINE MILL BE BRIDGED TO THE ORANGE PAIR ON THE GASH WRAP GABLE. a. TENANT'S G.G. SHALL LEAVE ONE AS BUILT COPY OF THIS DRAWING WITH THE STORE THEN JUMPERED TO THE BACK OFFICE ORANGE PAIR. MANAGER.. IF SECOND PHONE LINE 15 REQUIRED IT WILL BE BRIDGED TO THE GREEN PAIR SHEET TITLE ON THE GASH WRAP GABLE THEN JUMPERED TO THE BACK OFFICE GABLE GREEN PAIR. Description iption Product li ateri _13 � MISCELLANEOUS I2ackagil p Cofer 66 BLOCK COLOR CODE GASH WRAP GABLE 66 BLOCK COLOR CODE BACK OFFICE GABLE Scheme BLUE - WHITE POSTION 1 BLUE - WHITE POSTION ci Systimax Plenum SOLID BLUE POSITION 2 SOLID BLUE POSITION 10 ELECTRICAL Voice Cat 3 20100004BWH �07078388 305m (1000ft} WE TOTE White ORANGE - WHITE POSITION 3 ORANGE - WHITE POSITION II DETAILS IA I iz i NCB MUST GLEAN TO HOMERUN Gable to Back O f f i SOLID ORANGE POSITION 4 SOLID ORANGE POSITION 12 Systimax Data GREEN WHITE POSTION 5 GREEN WHITE POSTION 13 WITH OUT ANY Cif I MP I NCB AND MUST NOT Cat 3 Outlet M1 BH-H-246 107321721 N/A 1/pkg Ivory SOLID GREEN POSITION 6 SOLID GREEN POSITION 14 HAVE ANY ADDITION CONNECTIONS. BROWN - WHITE POSITION 1 BROWN - WHITE POSITION 15 Systimax Surface SOLID BROWN POSITION 16 Mounted Box M1043MB-A-246 107952442 4 ports 1/pkg Ivory SOLID BROWN POSITION 8 SHEET NO E4 . 0 Q WIRING DETAIL © GENERAL NOTES CCS PROTO RELEASE 1 .1 - 03/2010 FOOT LOCKER INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: JAMES M . HAM I LL 580 DECKER DRIVE SUITE 170 I RVI NG , TX 75062 1I, NOT USED 4) == SEAL a" . `o#' ir IV/� TRANSFORMER HEIGHT co o► co 12(dV FURNISHED AND AINSTALLED co o. , 0 ra' '� cri o BY TENANT. GENERAL aa. w CONTACTOR SHALL t :. d •FUNISH AND INSTALL A d O 4 t', �� 12ev, 1 PH DEDICATED CIRCUIT TO s`aki V4� til THIS LOCATION. CIRCUIT SHALL NAVE LOCK ON DEVICE AT PANEL, IF PERMITTED BY CODE 01 NOT USED REVISIONS CONTROL TRANSFORMER NO. DESCRIPTION DATE HVAC EQUIPMENT I HVAC UNIT TERMINAL STRIP 24 VOLT CONTROL(A/C) 8 CONDUCTORS, , I SOLID COPPER WIRE,INSULATED WITH HIGH-DENSITY POLYETHYLENE.CONDUCTORS PARALLEL ENCLOSED IN 0 BROWN PVC JACKET. (X . T-STAT/SENSOR LOCATION. PROVIDE JUNCTION BOX AT 45" A.F.F. AND 3/4" CONDUIT WITH PULL Q STRING TO 6" ABOVE FINISHED CEILING. SEE MECHANICAL DRAWINGS FOR T-STAT LOCATION. i_ PANNEX DEVICE © NOTE:THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A SET POWERED WITH WIT BACK THERMOSTAT. COORDINATE EXACT LOCATION WITH ELECTRICAL }� WITH BATTERY CONTRACTOR THERMOSTAT SHALL BE A 'LIGHTSTAT' MODEL THE-AVU, BACKUP. AUTOMATIC SETBACK, TWO STAGE HEAT, TWO STAGE COOLING 4 / ____ FURNISHED AND THERMOSTAT. (CONTACT 'LIGHTSTAT INC.' IN BARKHAMSTED, CT AT INSTALLED BY 800-292-2444.) THERMOSTAT 51-4ALL BE FULLY COMPATIBLE WITH HVAC DATE: 4/01/10 -1 TENANT. UNIT USED FOR PROJECT, COORDINATE TYPE WITH UNIT MANUFACTURER t SCALE: AS NOTED 9 RTU UNIT CONTROLS DETAIL GROSS AREA: 2,548 SQ. FT. — SALES AREA: 1 ,660 SQ. FT. 1 i (MONITOR) w --CEILING CONTROL CONDUCTORS PROJECT # : 5.857.0210 DRAWN BY: bdr P FURNISHED AND PLENUM RATED RG-6, BLACK INSTALLED BY TENANT SOLID COPPER WIRE, / PROVIDE JUNCTION BOX AT 45" A.F.F. AND 3/4" CONDUIT — WITH PULL STRING TO 6" ABOVE FINISHED CEILING. I Q ,--, (MONITOR) fiN/111/ft (VIDEO PLAYER) ■ (MANAGER'S) (SALE'S AREA ID BACKWRAP) NOTE:TENANT E.G. TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V LOCATIONS AS REQUIRED BY A/V VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. 'it'll 8 PANIC DOOR EXIT DEVICE 0 NOT USED 6 VISUAL DETAIL Vilit TERMINAL BLOCK ALARM SYSTEM PANEL NET GATE BOX si- a CIF REQUIRED) GASHWRAP %MO (SALE'S AREA) .. "FT w CEILING 0 RJ-45 MODULAR RJ-45 MODULAR SPEKER CONDUCTORS PLENUM 0 0 GSHWI) ARAP CONNECTOR CONNECTOR RATED * 16 GA. 2- CONDUCTOR, BLACK ' y (MANAGERS )) (SALE'S AREA) SOLID COPPER WIRE, TWISTED PIN* SIGNAL PIN# SIGNAL----\(SALE'S AREA) PAIR w 1RJ11C /LINE 1) I 1 TD+ 1 TD+ PROVIDE JUNCTION BOX AT 48" A.F.F. AND 3/4" CONDUIT e MANAGER'S DESK �— WITH PULL STRING TO 6" ABOVE FINISHED CEILING. MODEM, FAX I 2 117- 2 TD- PROJECT TITLE PHONE 2 3 RD+ 3 RD+ ° IiIP • •• (MANAGER'S) 3 4 NOT USED 4 NOT USED 4,3 /\ WASHINGTON SQ UAR E 3 5 NOT USED 5 NOT USED C,� LE S SENT ARE TEfi�'1`�fN, TEL�, (MANAGER'S) 9585 SW WASHINGTON SQ. 0- 2 6 RD- 6 �- USE ONLY AS A REFERENCE (SALE'S AREA) PORTLAND, OR 97223 4 7 NOT USED 7 NOT USED IF CAIBLE ENDS ARE REMOVED REFERENCE ONLY 4 S NOT USED S NOT USED I V J.� l./ NOT APPROVED WITH THIS PERMIT S PACE #D08 NOTE:TENANT E.C. TO FURNIS-1 AND INSTALL CONDUIT AND PULL WIRE TO ALL A/V LOCATIONS AS REQUIRED BY A/V VENDOR. CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. STORE NO. CODED NOTES 47257 0 2' X 3' X 3/4" TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY SYSTEM GROUNDING Q RJ-45 PLUG WIRING DIAGRAM 4 AUDIO DETAIL AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. REUSE EXISTING 1" TELEPHONE CONDUIT FROM TENANT'S TELEPHONE SERVICE —BUZZER BELOW DESK BUZZER MTD. INSIDE BACKWRAP COUNTER I. CONTRACTOR SHALL INSTALL AN ETHERNET GABLE (TWISTED LOCATION(STOCK IRK) TO TELEPHONE CLOSET. VERIFY EXACT LOCATION IN SHIELDED CABLE) FROM THE MANAGER'S DESK TO THE SALES 5. CONTRACTOR FROM ALL NOISE ISE MAINTAIN A MINIMUM ELECTRICAL QUI OF 18 TRANSFORMER (EDWARDS *125) (EDWARDS "'125) SHEET TITLE FIELD. OBTAIN TELEPHONE SERVICE FROM LANDLORD'S TELEPHONE SIDE OFREAR DELIVERY DOOR MANAGER'S DESK (STOCK AREA) INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. DISTRIBUTION CLOSET. (EDWARDS %5SC (MANAGER'S AREA) AREA FLOOR ABOVE STOCKROOM ENTRANCE DOOR, TYPICALLY BALLASTS, POWER FEEDER GABLES, ETC) FOR ENTIRE GABLE RUN. 2O GRD TO BUILDING STEEL OR COLD WATER PIPE PER NEC. 120V BELOW OR ABOVE THE EXIT SIGN. COMMON 6. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH O3 TELEPHONE OUTLET (VOICE). USE 4" SQUARE JUNCTION BOX WITH PHONE t i NOTE: DO NOT TERMINATE GABLE NEAR OR ON METAL POLES CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED MISCELLANEOUS JACK AND COVERPLATE. RUN 1" EMPTY CONDUIT WITH PULL WIRE INTO WALL, OR RACKS. CABLES, INCLUDING CABLE SHIELD. UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. />< ELECTRICAL SUMMARY OF TELEPHONE LINE REQUIREMENTS- -� 1 2. LADLE GABLE AT MANAGERS DESK AS 'ACCESS POINT'. I. CONTRACTOR SHALL LEAVE ONE AS BUILT COPY OF THIS (I) LINE REQUIRED AT BACKWRAP FOR HANDSET DRAWING WITH STORE MANAGER(S). DETAILS (1) DEDICATED PHONE LINE AT GASHWRAP FOR CREDIT VERIFICATION, / 3. CONTRACTOR SHALL INSTALL CABLE LEAVING ANY AND ALL EQUIPMENT, MODEM, ETC. e l SLACK COIL IN MANAGER'S AREA. ® CAT-3 GABLE( BY CONTRACTOR) IN DATA CONDUIT WITH PULL WIRE(BY E.G.) 8. CONTRACTOR SHALL INSTALL (2) SCREWS TO BE USED TO HANG BUTTON AT THE ACCESS POINT. THE HEAD OF THE SCREWS MAY NOT TO EXCEED / P USI-4 REAR DELIVERY DOOR 4. MATERIALS TO BE SUPPLIED BY FOOT LOCKER. 1/4" IN DIAMETER. THERE MUST BE A MINIMUM CLEARANCE OF 5"O TELEPHONE CALE( Y TELEPHONE CONTRACTOR) IN 3/4 CONDUIT WITH PULL 0 (EDWARDS *1186C-B) E4 • WIRE(BY EC.) SHEET NO. Q TELEPHONE RISER DIAGRAM 01 REAR DOOR BUZZER SYSTEM 0 GENERAL NOTES CCS PROTO RELEASE 1 .1 - 03/2010 FOOT LOCKER, INC. NOTE: DIFFUSER LOCATIONS AND ROUTING OF RETURN AIR/SMOKE EVAG NOTE: STORE PLANNING DEPT DUCTWORK IN SALES AREA MUST BE THE LANDLORD'S CENTRAL AIR GOND I T I ON I NG SYSTEM REQU I RES A 112 WEST 3 4TH STREET COORDINATED WITH LIGHTING AND G I EL I NG CONTINUOUS RETURN AIR PLENUM SPACE ABOVE TENANT'S GEILING. DESIGN FEATURES. SEE ARCHITECTURAL THE TENANT'S CEILING SHALL BE INSTALLED ABOVE EXISTING SUPPLY NEW YORK, NY 10120 REFLECTED CEILING PLAN. (TYPICAL) DUCTWORK SYSTEMS IN SALES AREA AS INDICATED. THE TENANT'S CONTRACTOR SHALL FURNISH AND INSTALL RETURN AIR GRILLES AS INDICATED IN HIGH CEILING FOR FREE FLOW OF RETURN AIR. ARCHITECT: EXISTING PRIMARY SUUPLY JAMES M . HAM I LL AIR DUCT REPAIR L'LORBDS ADJACENT TENANT 580 DECKER DRIVE 5/A TRUNK DUCT AS REQ'D. ( NOT IN CONTRACT ) SUITE 170 EXISTING STAIRWELL TO e e e e e I RV I N G TX 75062 MEZZANINE ABOVE, TO O VAV-I-I wo0D BEAM 0 �� L'LORD PRIMARY SUPPLY AIR REMAIN. REPLACE EXISTING 7 0 12'-10 I/2 A.F.F. EXIST VAV #2 ® 12'-1" A.F.F. I TRUNK DUCT ® 22'-0" A.F.F. ' T-STAT • 48 AFF (SUPPORTS STORAGE ROOM TO BE REMOVED e _ABOVE BACK OF SPACE) iii linill ( 5 �► ■ 1 I EXISTING SD_11 CL-1 2m'-m.. 0 ■■■■■■■■ 0 I2 -O AFF I I SPRINKLER HEAD ® 2 -O A II _ 0 011, . NI» I I I ■■■■■■.■ ( TYPICAL ) REQUIRED TO MAINTAIN LANDLORD'S PLENUM SPACE. L , _ _ 0 ii DECK o 15-4 A.F.F. I I 400 GFM I 400 GFM�■■■■■ O CO N AIR / SMOKE EXHAUST o- - - Ill _ - - _.- -I 24X24 w H RG 1I' I ROOF DECK 0 30'-6" A.F.F. (VERIFY)................. I CL-2 V-0" AFF - - - - 24 24 'C. I I'-5" DEEP JOISTS RUN FRONT TO REAR (EXISTING) O 36 X 12 R/A TRANSFER OPNG \-�; 0 'ICI, l I _ Lai A5 HIGH A5 POSSIBLE IN WALL •r'•. I / I 14 8 I (2) 36 X 12 RA-'2' BACK TO BACK i .) } - L _: ■ 131-2,"AFF 111 1 • - -- I6XI4 S/A •0 N TO — 13'2"4F-__ SPLI ^: 14 1 1 AL' I MALL COMMON SMOKE 0 DETECTOR 5D-E' SD—'E' 0 1I'-8" F6" A. DA I3' • AFF I I S ' VERIFY REQUIREMENTS WITH 175 GFM 115 GFM - -- _ f I _ AREA SEAL MALL OPERATIONS MN6R. �- r- - �_:■■p mmin ■_ t _�_ ®�_ Lim ■■ 1� I © I6X14sA. ' 16X 14 i 1 0 1o'-a�A.F.F. I6 X 14 _ItIs�� 1 14 X 12 - I4 X S ® ,_sv• 4,,t, EXISTING 6"DIA TOILET EXHAUST i _ I i 13 -• AFF '-• � 26 X114 114 '131_0"A I 13'_2" -'FF 0 wco °� \e DUCT TO LANDLORD'S CENTRAL 1 1 i _ GO :GT TO \` qi714. X 8 �I ' SMOKE DETECTOR ° LIY ° ('i , g e-�,`g - » NG ■` 13 _2�1 . --- VERIFY REQ. WITH W N TOILET EXHAUST SYSTEM. W13'-I OD BEAM F F 8 D I A 6 D I A EX I• \ pppp 0 3/8 APP.. O 12 O . o li �.�.► ik /■ '�A�►1 �' '�►�mA f 00 I STEEL BEAM A.F.F. _ EMI (I ^ 'I ' _ (� �I yam, ) 0 MALL OP5 iv1NGR. ,,'� � -+ 0 4 I ����lililo , .�. 14 g ,,,� �P u7 —� /1 o 13'-8 I/2" A.F.F. - -- I3'-2"A' ►24X24 1� �� O NON-SALES iiL1r � � I I I 6"DIAL _ I ; 1 O , , O ElirR°Pc) t3 :i iu::: 3 i Ii it I ® I I ::E:E: := RG- 1 sD-,1, \._ I 1 5D 'I' ,:::::::: � REVISIONS o • � 5D- 2 24X24 T• -- •••••••• ®12'-•"AFF 50 GFM SD_.2 I I ........ ®12'_0 ,. A �, �� -- I I 01 -O"AFF ••••••:: A,"• 50 GFM � •• ' BELOW ICING — •(r NO. DESCRIPTION DATE•f-j I I I I oin■ G W SERVICE I I ' ' I CORRIDOR i DOMESTIC G.W. LINE NOTE: EXISTING SPRINKLER MAIN 0 27-I I A.F.F. 0 12-0 A.F.F. /2" I BOTTOM OF PENDAisiT I SPRINKLER FEEDS RIM FRONT TO REAR 0 14'-4" A.F.F. I FIXTURES, METAL PANELS, $ „ TRACK LIGHTING ®112'—O" AFF K EXISTING TOILET ROOM ADJACENT TENANT VAV-I 0 13'-0" A.F.F. M_2 SEE SHEET M-2 FOR © 2550 GFM (MAX) EXISTING 12"DIA L'LORD PRIMARY SUPPLY AIR PLUMBING REQUIREMENTS ( NOT IN CONTRACT ) NEW VAV TERMINAL UNIT TO REPLACE PRIMARY 5/A DUGT TRUNK DUCT 0 22'-O" A.F.F. EXISTING - VERIFY EXACT LOCATION VERIFY SIZE AND ROUTING) CONNECT TO EXISTING I2"DIA PRIMARY FROM LANDLORD'S GENTRAL SUPPLY AIR DUCT AS REQUIRED. PRIMARY SUPPLY AIR SYSTEM 0 DEMISING HALLS TO TERMINATE BELOW DECK ABOVE TO ALLOW FREE FLOW OF RETURN AIR TO LANDLORD'S COMMON RETURN AIR INLET. VERIFY ALL EXISTING CONDITIONS DATE: 4/01/10 AND REQUIREMENTS WITH THE MALL OPERATIONS MANAGER SYMBOL DESCRIPTION TO ENSURE COMPLIANCE WITH LANDLORD CRITERIA. SCALE: AS NOTED PROVIDE SECURITY MESH AS DIRECTED BY THE TENANT'S NOTE: - - EXISTING DUCTWORK TO REMAIN GROSS AREA: 2,548 SQ. FT. REPRESENTATIVE. MINIMUM I/2" WIRE DUCTWORK AND DIFFUSERS IN SALES VERIFY EXACT SIZE AND LOCATION AREA SHALL BE GLEANED, PREPPED, - _ AT THE JOB SITE. SALES AREA: 1 ,660 SQ. FT. AND PAINTED PER THE TENANT'S FINISH SPEGIFIGATIONS. REFER TO - - - - X- - EXISTING DUCTWORK TO BE REMOVED PROJECT # : 5.857.0210 THE CONTRACTOR MUST VERIFY ALL EXISTING SERV I GES ARCHITECTURAL DRAWINGS. VERIFY EXACT SIZE AND LOCATION AND CONDITIONS AT THE JOB SITE. AT THE JOB SITE. DRAWN BY: D.H. THE TENANT'S HVAG SYSTEM SHALL BE FURNISHED AND NEW DUCTWORK TO BE FURNISHED INSTALLED IN STRICT ACCORDANCE WITH THE AND INSTALLED BY THE CONTRACTOR LANDLORD'S DESIGN AND CONSTRUCTION CRITERIA GONEGT TO EXISTING AS REQUIRED. COORDINATE ROUTING WITH EXISTING ran% AND ALL APPL I GABLE STATE AND LOCAL GODES. CONDITIONS. THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. SPRINKLER HEAD NOTE: ALL ROOFING WORK SHALL BE PERFORMED BY THE LANDLORD'S (REFERENCED LOCATION) CERTIFIED AIR BALANCE REPORT TO BE CONTRACTOR AT THE TENANT CONTRACTOR'S EXPENSE, IN ORDER ' r n HVAG SYSTEM 15 TO BE NEW, BY MECHANICAL CONTRACTOR, WITH NEW DUCTWORK „f CONTRACTOR SHALL RETAIN THE SERVICES SUBMITTED TO THE LANDLORD FOR APPROVAL TO MAINTAIN THE WARRANTY AND INTEGRITY OF THE ROOF SYSTEM. it'll OF A STATE LICENSED FIRE PROTECTION CONTRACTOR TO PROVIDE UPON COMPLETION OF THE PROJECT. lit , ri HVAG SYSTEM 15 TO BE NEW, BY LANDLORD'S MECHANICAL CONTRACTOR, DUCTWORK BY THIS CONTRACTOR COMPLETE ''' AND MODIFICATIONS THE EXISTINS FIRE SPRINKLER SYSTEM.FIRE PROTECTION CONTRACTOR MUST 13E LANDLORD APPROVED.SPRINKLER LOCATIONS MUST DE COORDINATED LANDLORD APPROVED AIR BALANCING CONTRACTOR IS THIS GONTRAGTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND F---- PITH TENANT REFLECTED CEILING PLAN.ALL MODIFICATIONS TO THE REQUIRED. VERIFY LANDLORD AIR BALANCING REQUIREMENTS HVAG SYSTEM IS EXISTING TO REMAIN, MECHANICAL CONTRACTOR TO PROVIDE NEW DUCTWORK N S 'TT COORDINATED AND SCMDULED I ADVANCE NTH M MAU OPERATIONS WITH MALL OPERATIONS PRIOR TO BID. ( I.E., VAV BOX(S), DUCTWORK, NOT SHOWN TO REMAIN 15 FULLY REMOVED AND NOT Ix SYSTEM G CONTRACTOR i�a 'TIfI°FAALL N" "''E SMOKE EXHAUST, TOILET EXHAUST ). ABANDONED. HVAG SYSTEM 15 EXISTING TO REMAIN, MECHANICAL CONTRACTOR TO MAKE MODIFICATIONS TO EXISTING DUCTWORK CONDITIONS AID LOCAL GOOF RED, PRIOR TO BIDDING. REPLACE EXISTING VAV TERMINAL PER LANDLORD SPECIFICATION. Ise A, MECHANICAL PLAN SCALE : %Me /4" = I '-O" I CONICAL BELLMOUTH FITTINGS WITH MANUAL BALANCING DAMPER TO 0 THE MECHANICAL CONTRACTOR SHALL REPLACE EXIST HEAT/COOL T-STAT EXISTING TOILET EXHAUST FAN AND DISCHARGE DUCTWORK TO BE REUSED AS SYMBOL DESCRIPTION SYMBOL DESGRIPTION BE USED FOR ALL ROUND BRANCH TAPS ABOVE ACCESSIBLE LAY-IN 0 INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE SERVICE AS CEILINGS. CONICAL BELLMOUTH FITTINGS WITHOUT MANUAL (48" ABOVE FINISHED FLOOR.(ADA� AS PER LANDLORD SPECIFICATION. VERIFY / COORDINATE ALL TEMPERATURE CONTROL REQUIREMENTS AND (EXIST) REQUIRED TO ENSURE PROPER OPERATION. IF REPLACEMENT SHOULD BE REQUIRED, w SUPPLY AIR DIFFUSER �'"�� -, MECHANICAL EQUIPMENT PROJECT TITLE BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE INTERLOCKS WITH THE MALL OPERATIONS MANAGER. ('ENVIRO-TEG) THE FOLLOWING SHALL BE PROVIDED AND INSTALLED: INACCESSIBLE DRYWALL CEILINGS WITH BALANCING REQUIRED WITHIN 2 COORDINATE LOCATION OF THERMOSTAT WITH TENANT FINISHES. L SHADING DENOTES BLANK-OFF \- L-J AS NOTED FT. OF DIFFUSER WITH PLASTER FRAME. ( REPLACE EXISTING T-STATS WITH LIGHTSTAT MODEL 'TME-GVS' AS PER TOILET EXHAUST FAN (I20V., I PH., 60 HZ) COMPLETE WITH INTEGRAL BAGKDRAFT WASHINGTON SQUARE TENANT SPECIFICATION IF COMPATIBLE WITH EXISTING EQUIPMENT. VERIFY DAMPER AND ON-OFF SWITCH, UNIT SHALL BE FURNISHED BY TENANT (WITH LIGHTING \ t / BROAN MODEL#6S6 COMBINATION 9585 SW WASHINGTON SQ. 2 ROUND RIGID SUPPLY AIR DUCTS SHALL BE EXTERNALLY INSULATED REQUIREMENTS WITH MALL OPERATIONS MANAGER. PACKAGE). EXHAUST CAPACITY SHALL BE 15 GFM. EXTEND DISCHARGE DUCT TO G =- �"i DUCT MOUNTED DIFFUSER LIGHT/ TOILET EXHAUST FAN PORTLAND, OR 97223 WITH I" THICK, 1.5 LBS. DENSITY FOIL FACED FIBERGLASS INSULATION. LANDLORD PROVIDED CENTRAL TOILET EXHAUST SYSTEM DUCTWORK AND PROVIDE / + \ 0 VAV-I: CONNECTION PER LANDLORD CRITERIA. UT THERMOSTAT (S-DENOTES SENSOR) SPACE #D08 3 FLEX CONNECTIONS TO DIFFUSERS ARE INSULATED FLEX WITH A EXISTING VAV TERMINAL UNIT AND ASSOCIATED CONTROLS TO BE REPLACED MAXIMUM LENGTH OF 5 FT. PER L'LORD REQUIREMENT. THE TENANT'S CONTRACTOR SHALL VERIFY ALL 0 (NOT USED) / RETURN AIR GRILLE OR DUCT 1.- 4 MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION EXISTING CONDITIONS AND VERIFY COMPLIANCE WITH THE LANDLORD'S JJjJ TURNING VANES 47257 OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND DESIGN CRITERIA. © (NOT USED) J N REFERENCE ONLY STORE N EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANY VAV-I: ♦ SUPPLY AIR DUCT RISE NOT APPROVED WITH THIS PERMI i DUCTWORK OR ORDERING OF ANY EQUIPMENT. 'ENVIRO-TEG' 0 EXISTING SMOKE DETECTOR, INTERLOCKED WITH LANDLORD'S CENTRAL LIFE/SAFETY SIMILAR FOR RETURN AIR SERIES WFEH-II' SYSTEM, TO REMAIN. VERIFY QUANTITY AND LOCATIONS AT THE JOB SITE. 171 41i DUCT TRANSITIONS 5 MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS-BUILT FAN POWERED MIXING BOX THE CONTRACTOR SHALL VERIFY PROPER OPERATION AND PROVIDE SERVICE AS SHEET TITLE DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON ELECTRIC HEATING COILS REQUIRED. COORDINATE ALL SERVICE WORK WITH THE MALL OPERATIONS MANAGER. I SUPPLY AIR DUCT DROP SIMILAR FOR DUCT AIR THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT SEE EQUIPMENT SHEDULE, SHEET M-2 FOR CAPACITIES 0 GENERAL CONTRACTOR TO UNDER GUT DOOR, I" FOR AIR PASSAGE WAY. MECHANICAL INFORMATION AT COMPLETION OF PROJECT. VERIFY ALL EXISTING CONDITIONS HSW HIGH SIDE WALL_ BRANCH DUCT VERIFY COOLS PACKAGE 6 MEGHANIGAL CONTRACTOR 15 TO PROVIDE AND INSTALL FIRE DAMPERS LANDLORDS CENTRAL ENERGY AND INTERLOCKS NAGEMENT SYSITEM. 0 RETURN AIR SHALL BE VIA PLENUM SPACE ABOVE TENANT CEILING IN STRICT ACCORDANCE SPIN-IN FITTING AND VOLUME DAMPER P LA N WITH LANDLORD CRITERIA. VERIFY ALL EXISTING CONDITIONS AT THE JOB SITE. L5W LOW SIDE WALL IN ANY EXISTING OR NEW DUCTWORK THAT PENETRATES A FIRE RATED 0 VAV-2: PARTITION AS REQUIRED BY CODE. EXISTING VAV TERMINAL UNIT AND ASSOCIATED CONTROLS, DUCTWORK, MG. MECHANICAL CONTRACTOR 0 SUPPLY AIR DUCTS TO VAV TERMINAL UNIT FULL SIZE OF UNIT CONNECTION. 7 NO FIBERGLASS OR FIBERBOARD DUCTWORK ALLOWED. ETC., TO BE REMOVED PER L'LORD REQUIREMENT. THE TENANT'S GONT'R EG. ELECTRICAL CONTRACTOR © DUCT SMOKE DETECTOR M 1 MUST VERIFY ALL EXISTING CONDITIONS AT THE JOB SITE. VERIFY ALL CONDITIONS IN THE FIELD BEFORE STARTING WORK. 0 SHEET NO. • B MECHANICAL GENERAL NOTES 0 MECHANICAL CODED NOTES 0 SYMBOL SCHEDULE CCS PROTO RELEASE 1 .1 - 03/2010 SUPPLY AIR SPIN-IN TAP. SEAL JOINTS IN ROUND RIGID TRUNK DUCT DUCT AND AT TAPS W/ MAIN SUPPLY FLANGED AND GAw�1GETED JOINT FOOT LOCKER I N C. TO S.A. MAIN INSULATED ROUND DUCT _ FL OR DUCT CONNECTION AND JOINT\P VANES PRE- ON RJR PLATES RE- INFORCEMENT IN ACCORDANCE USE GALVANIZED VANES FOR GALVANIZED W/ SMAGNA 2" W.G. GLASS, STRAP CLAMP AIR DUCT — OR ALUMINUM DUCTS SEAL NON-GASKETED TRANS- VERSE JOINTS IN ACCORDANCE VOLUME DAMPER (TYPICAL) RETURN TUBE PLATE SAME GAUGE AS 1 1 W/ SMAGNA GLASS "G" f TYPJ POSITIONS (SELECT ROUND FLEXIBLE DUCT STORE PLANNING DEPT (FOR LAY-IN CEILINGS (I`OR DRYWALL 0° CONNECTION, SAME SIZE AS 1 AND IN ACCESS PANELS) CEILINGS) DIFFUSER NECK SIZE - 112 WEST 34TH STREET DAMPER TO BE PLACED (MAX. 5 FT) PERPENDICULAR TO AIR STREAM MAIN DUCT--; AIR NEW YORK, NY 1 01 20 FIRE DAMPER Y f FLOW YV�RE REQUIRED , ,� j � � THERMAL INSULATING SMOKE DETECTOR - (FURNISHED BY ELECTRICAL CONTRACTOR - 1 I� k ARCHITECT: BLANKET _W AND INSTALLED BY MECHANICAL CONTRACTOR) 3 1/4" �� REQUI- Q0, IIIIMII CONICAL ,OR SAL AIRTIGHT SPIN- -/ IN FITTING, SEAL AIRTIGHT W/ �� R=2" TAPE o EXTERNAL MASTIC JAMES M . HAM I LL .•/i%,� SAMPLING TUBE MANUAL VOLUME DAMPER 580 DECKER DRIVE SUPPLY AIR DRYWALL CEILING — DUCT SIZE OVER 36"X36" DUCT SIZE 36"X36" OR UNDER FASTEN W/ MIN. (3) — DIFFUSER- PLASTER FRAME DOUBLE THICKNESS VANES TTHICKNESSS WITH SINGLE SSEEAL W/DU TT TAE SUITE 170 AND MASTIC- NOTE : EXPOSED PUGTWORK IN SALES AREA NOT APPLICABLE ROUND RIGID DUCT ,, EXTERNALLY INSULATED DUCTWORK I RVI NG , TX 75062 SHALL BE ALL RIGID SHEETMETAL - FLEX FOR THIS PROJECT NOT E BE USED ONLY IN CONCEALED AREAS, NOT EXPOSED TO VIEW. DUCT NOT ALLOWED. NOS" DIJCt SIZES SHOWN ON ORAt1NNG5 NDICATE INSIDE FREE AREA 0 DIFFUSER MOUNTING DETAIL (NTS) Q SMOKE DETECTOR DETAIL (NTS) 13 TURNING VANE DETAIL (NTS) A TYPICAL ROUND DUCT TAKE-OFF DETAIL (NTS) 0 ALL WATER LINES, VENT LINES, DRAIN LINES, SPRINKLER LINES, ETC. SHALL BE OFFSET BELOW PLATFORM AND CONGEALED IN WALL WG WATER CLOSET - AMERICAN STANDARD "CADET 3" MODEL # 2835.128 ,' ABOVE PLATFORM. DO NOT ROUTE PIPING, ETC. THROUGH STORAGE SPACE ABOVE PLATFORM OR ABOVE ELECTRICAL EQUIPMENT. (H.C.) (1.28 GAL./PA) FLOOR MOUNTED, ELONGATED BOWL, TANK TYPE, CHROME TRIP LEVER, WATER SAVER SENSE CERTIFIED', VITREOUS CHINA, EXISTING ALL DUCT LINER TRANSVERSE FLANGED AND GASKETED JOINT O EXISTING 4" SANITARY LINE INTO THE MALLS EXISTING 16 1/2" RIM HEIGHT MEETS ADA GUIDELINES AND ANSI REQUIREMENTS FOR NOTE: LAVATORY EDGES TO BE COATED W/ OR DUCT CONNECTION AND RE- SANITARY MAIN. FIELD VERIFY EXACT LOCATION OF MALL'S PEOPLE W/ DISABILITIES FURNISH WITH WHITE COLOR OLSONITE MODEL #q5 TENANT'S STANDARD ADHESIVE IN A:C:GORDANGE INFORGEMENT IN AGGORDASNGE SANITARY MAIN BEFORE STARTING WORK. COORDINATE OPEN FRONT SEAT WITH COVER AND CHROME SUPPLY WITH STOP. AND FAUCET W/ SMAGNA STANDARDS W/ SMAGNA 2" W.G. GLA55, WITH LANDLORD'S REPRESENTATIVE. OPEN EQUAL BY KOHLER. (TOP OF SEAT TO BE MINIMUM 17" A.F.F.) INSTALLATION DETAIL (TYP) SEAL NON-GASKETED TRANS- CONTRACTOR MUST ( VERSE JOINTS IN ACCORDANCE 3 EXISTING VENT THRU ROOF. VERIFY EXACT SIZE AND LOCATION AT THE JOB SITE. « « Z LAV LAVATORY - AMERICAN STANDARD DEGLYN MODEL #0321.020 W/ FAUCET VERIFY EXISTING EXISTING W/ SMAGNA CLASS "C" fTYPJ O4 EXISTING 3/4" GOLD WATER LINE INTO THE MALL'S EXISTING GOLD (H.C.) (MODEL #2385.130) EQUAL BY KOHLER MODEL #K1721, WITH CONDITIONS AT THE _ II'I RATER LINE . FIELD VERIFY EXACT LOCATION OF MALL'S WATER LINE X FAUCET (MODEL #K15IQa.) EQUAL BY CRANE MODEL #3-3T7 OR JOB 51TE. 0 OM GOLD WATER 1 BEFORE STARTING WORK. COORDINATE WITH LANDLORD'S REPRESENTATIVE. 1!� ELGER MODEL # 051-1358. SUPPLY SEAL 0 EXISTING WATER HAMMER ARRESTORS IN THE DOMESTIC 0 ELECTRIC WATER HEATER: 6 GALLON TANK TYPE WATER HEATER, MOUNTED ABOVE u GOLD WATER AIR '�—' GOLD WATER PIPING AS SHOWN ON THE HATER RISER DIAGRAM. H W.H. TOILET ROOM - VERIFY MAKE, MODEL AND CONDITION. C STOP VALVE MAIN DUCT NV - ,� N�. 0 1 WATER HAMMER ARRESTORS TO BE LOCATED IN AN ACCESSIBLE 0 1 . , (DUAL OUTLET) FLOW �4 �0, LOCATION. UNITS AS MANUFACTURED BY SIOUX OR PRECISION Z I D ,, I" ACOUSTICAL wyc'Q w PLUMBING PRODUCTS ARE ACCEPTABLE. N C D LINING-- 0 4' ,. I O ��' 2 ot O ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO X EGO FLOOR GLEAN OUT - ZURN #ZI400-HD-2 (GONG. FLOOR) OR ZN 1400-2 U ( ) i a ,t 1 a �' .�) ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING ILI (TILE FLOOR). EQUALS BY J.R. SMITH OR WADE. (EXIST) 4 / �cp 0 # 0 a O SPECIFICATIONS FOR FURTHER INFORMATION. 7----J-BOX (BY ELEC. 4> tI 0- WHA WATER HAMMER ARRESTER - SIOUX CHIEF 750 SERIES OR EQUAL BY CONTRACTOR) VOLUME DAMPER LOCATION Qp� uJ VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDING. PRECISION PLUMBING PRODUCTS, INC. EQUAL BY ZURN YORE ABOVE LAY-IN CEILING. b NOTE: I - 1 PROVIDE W/ LOCKING QUADRANT FD FLOOR DRAIN - ZURN #Z4I5, 3" WITH NICKEL BRONZE STRAINER. THE EXISTING TOILET ROOM 15 TO REMAIN. REPLACE EXISTING LAVATORY (PROVIDE WITH TRAP PRIMER IF REQUIRED BY CODE OR SHOWN ON \ FAUCET SET AS NOTED, REPLACE BROKEN TANK LID PER SITE SURVEY REPORT DATA. _____ ,,, I I i DRAWINGS). EQUAL BY J.R. SMITH FINISHED FLOOR REVISIONS [ / -r- THE TENANT'S CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE JOB SITE. ALL DUCTWORK EXPOSED TO VIEW NO DESCRIPTION DATE THE TENANT'S CONTRACTOR SHALL INSPECT ENTIRE PLUMBING SYSTEM AND PROVIDE MUST BE INTERNALLY INSULATED PER TENANT REQUIREMENTS SERVICE AS REQUIRED TO ENSURE PROPER OPERATION AND COMPLIANCE WITH ALL LOCAL FIXTURE SCHEDULE INDICATES TENANT (FOOTLOCKER) STANDARDS THE TENANT'S CONTRACTOR SHALL INSPECT EXISTING WATER HEA 1 ER CODES. THE CONTRACTOR MUST VERIFY EXISTING FIXTURES INSTALLED. AND PROVIDE SERVICE OR REPLACEMENT AS REQUIRED TO ENSURE NOTE: EXISTING PLUMBING FIXTURES TO BE REUSED SHALL BE GLEANED AND DISINFECTED TO MAKE AND MODELS SCHEDULED FOR COMPARISON ONLY. DEPENDABLE OPERATION AND COMPLIANCE WITH LOCAL CODES. DUCT SIZES NOUN ON DRAWINGS THE TENANT'S SATISFACTION. (VERIFY 'ADA' COMPLIANCE) NDICATE WIDE FREE AREA Go PLUMBING GODED NOTES Q PLUMBING FIXTURE SCHEDULE (11 WATER HEATER DETAIL - EXISTING (NTS) 41) TYP I GAL SQUARE DUGT TAKE-OFF DETAIL (NTS) NOTES : 0 I. SYMBOL KEY - 4. VOLUME DAMPER- 3/4" G.1^l. FIRST LETTER: 5-SUPPLY R-RETUR• E-EXH T-TRANSFER FACTORY FURNISHED. OPPOSED BLADE OR BUTTERFLY i 0 SECOND LETTER: D-DIFFUSER R-REGISTER 6-GRILLE WHERE AVAILABLE. ADJUSTABLE FROM FACE. ..ice 2.PROVIDE OPTIOAL DIRECTIONAL BLOW FEATURE FOR 5. BORDER STYLE- DATE: 4/01/10 OTHER THAN 4-WAY. A" SURFACE MOUNTED 4 S'S' SCALE: AS NOTED i "B" LAY-IN, PROVIDE WITH PLASTER FRAME 3. FINISH- FOR DRYWALL CEILING MOUNTING. "A" WHITE. "C" LAY-IN FRAME FOR T-BAR CEILING. GROSS AREA: 2,548 SQ. FT. "TO MATCH CEILING IOR WALL WITH ENAMEL FINISH. 6. PROVIDE BOOT FOR DUCT MOUNTING. SALES AREA: 1 '660 SQ. FT. )if ..../-• Q SYMBOLMAh�1FACTU?ER/ NOMINAL SIZE MOUNTING MATERIAL FINISH PROJECT # 5.857.021 0 CATALOG DPR.BORDER REMARKS f 1X2) BER MOD. NECK G IL" OTHER STI I ALUM. (3) (4) (5) 0 .G LAV ,,, I 2-72 RL 11"X10" 11"/I C- " DUCT • 13 • A NOT USED DRAWN BY: D.H. 3"VENT 00 EXISTING TO REMAIN WG I � SD-E SQUARE PLAN PLAN DUCT • A • A EXISTING S/A DIFFUSER ■ E I(EX I ST� LAV NO MOD I F I GATT ON (EX) S I I a / (EXIST) EXIST HATER HEATER 1 I 1 VERIFY LOCATION SD-I TITUS .IIMS 24"x24" Io"0 • • A • A DUCT f ARCHITECTURAL SEE DETAIL, TH15 SHEET HEIGHTS J TITUS girt , , sD-2 TMS 12"x12" 6"0 • • A • B MNIRA U 0 • �• —, REMOVE EXISTING FAUCET AND REPLACE WITH NEW FAUCET SET AS TITUS RETURN AIR GRILLES TO BE INSTALLED PER TENANT SPECIFICATION (REQUIRED WHEN NO MOP SINK IS PRESENT) R6-I 355R1_ 24"x24" 22"x22" • • A C IN HIGH CEILING AS PER SHEET M-I r I GO FAUCET EQUAL TO DELTA' MODEL 2131 CLASSIC TWO HANDLE SPECIALTY RG-2 TITUS 36"X12" 36"X12" WALL • B A RETURN AIR xFER TO BE INSTALLED MT<I5T) FAUCET WITH THREADED SPOUT FOR HOSE CONNECTION, 'ADA' COMPLIANT, 35- AS HIGH AS POSSIBLE, SEE SHEET M–I 4" CENTERS, AND VACUUM BREAKER VRP256.15'. TENANT CONTRACTOR TO PROVIDE ONE (I) SIX–FOOT LONG LAUNDRY HOSE. EXISTING GRILLES AND DIFFUSERS TO BE REUSED SHALL BE GLEANED VIII AND REFINISHED TO THE TENANT'S SATISFACTION. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT %MO OPLUMBIN6 PLAN (SCALE: 1/2"= 1 '-0") Q WATER RISER - EXISTING (NTS) 0 AIR DEVIGE SGHEDULE (NTS) Nalla HEAT GAIN/LOSS GALGULATI ON5 SIZING DATA -- HEATING VAV TERMINAL UNIT SCHEDULE ( REPLACE EX I ST I NCB ) HEATING GO IL LOAD: * 45,255 STUN. HEATING BTU/HR/SQ.FT.: is 1176 VENTILATION LOAD: = 28,561 BTU/Pr HEATING GFM/SOFFT.: = 1.00 TOTAL LOAD: s 16,644 BTU/hr FLOOR AREA (SQ.FT): s PROJECT TITLE CITY: TI6ARD SUMMER PRY-BULB: s 420F VENTILATION AIRFLOW:= 510 GFM OVERALL U'VALUE: s � GLG SETPOINTS VAV TERMINAL HEATING COIL STATE: = OREGON COINCIDENT WET-BULB: = 680 F SUPPLY AIRFLOW: = 2542 GFM VENT AIR GFM/SQ.FT.: s 0.20 - - - DATA SOURCE: = ASIRAE DAILY RANGE: s 21.6 F VENT AIR GFM/PERSON: s 1000 UNIT SUPPLY SUPPLY COOLING CAPACITY LATITUDE: s 45.6 deg. WINTER DRY-BULB: = 160F ELEVATION: = 57.0 ft ATMOS.CLEARNESS NUM.:= 105 NO. G.F.M. G.F.M. TOTAL SENSIBLE FAN VOLT PHASE INPUT OUTPUT VOLT PHASE MANACTURER UNIT M.O.G.P. WASHINGTON SQUARE LOAD COMPONENT SUMMARY MAX) (FAN) B.T.U.H. B.T.U.H. H.P. N 1` KW BTUH MODEL NNJNIBER M.C.A. 9585 SW WASHINGTON SQ. INPUT DATA - BUILDING DESIGN COOLING LOADS DE516N EN1/IRO-TEG LOAD COMPONENT DETAILS SEN50LE LATENT HEATING, VAV-I 2,550 150 16,500 55,080 1/2 208 I 6.80 23,200 208 3 ENV IRO-TEG 46.I 5o PORTLAND O R 97223 SYSTEM TYPE: = GL6 I WARM AIR HT6 THERMOSTAT SETPOINTS VVFEH-II 32h'1 HEATER AMPS SYSTEM START: = 1000 COOLING (OCC): s 730 F SOLAR LOADS - SOFT. - - - S PACE #D08 DURATION: = 24hro COOLING (UNOCG): s 800F WALL TRANSMISSION - SOFT. - - - SIZING SPECIFICATIONS HEATING: = 700F ROOF TRANSMISSION 2,548 SOFT. 0,142 - k5,400 VAV-2 EXISTING TO BE REMOVED SUPPLY: s 550F FACTORS GLASS TRANSMISSION - _ EXISTING TO :EMA I N VENTILATION: = 0.20GR'1/ig". COIL BYPASS: = 0.050 SKYLIGHT TRANSMISSION - SOFT. - - - EXHAUST: s OGFM SAFETY (SENS): = SSA PARTITIONS - SOFT. - - - FAN SAFETY (LATENT): s v�S� LIGHTING 146 SOFT. (2,664 OTHER ELECTRIC 100 SOFT. 8,684 STORE NO. 4-7257 CONFIGURATION: = DRAW-THRU U HEATING: s 0% PEOPLE 51 PEOPLE 12,468 10,441 - STATIG PRESSURE:= 04o 1n. RETURN AIR PLENUM: s Y INFILTRATION - M15GELLANEOUS - • - NO MODIFICATIONS SLAB - SOFT. - - - SIZING DATA -- COOLING PULLDOWN/WARM-UP - - •• -.TOTAL COIL LOAD: s 64,848 BTIA4V LOAD OCCURS : • XNE 1600 SAFETY FACTOR 5J5J6 AS 2,348 • 522 145 SENSIBLE COIL LOAD: s 54,621 BTU/Ir OUTDOOR DB/WB: s 404/67.8F TOTAL SENSIBLE: = 44511 BTUIhr GOIL CONDITIONS: TOTAL LOADS 44511 10,464 16,644 NOTE: SHEET TITLE SUPPLY TEMPERATURE:* 550 F ENTERING DB/WB: s 165✓63bP SUPPLY AIR (ACTUAL): = 2542 GFM LEAVING OB/WB: s 54..1/54JF EXISTING VAV-I TERMINAL UNIT SHALL BE REMOVED AND REPLACED WITH NEW VAV TERMINAL UNIT PER LANDLORD REQUIREMENT. SUPPLY AIR (STD): = 2,$$7 GFM APPARATUS DEWPT= 53.6 F VENTILATION LOAD 510 CR4 4,557 -142 28,561 VENTILATION AIR: = 510 GFM BYPASS FACTOR: s 0050 SUPPLY FAN LOAD 2,542 GFM 754 - - EXISTING VAV-2 TERMINAL UNIT, ASSOCIATED CONTROLS AND DUCTWORK SHALL BE REMOVED. MECHANICAL DIRECT EXHAUST AIR: s 0 GFM RESULTING R.H.: it 560 Si ••• - PLENUM LORD THRU WALL - - REHEAT EQUIRED: = 0 B % R TWhr PLENUM LOAD THRU ROOF - % • - - SCHEDULED GAPAGITIES BASED ON 400 GFM/TON REFRIGERATION ( 20d TEMPDIFF) AND MUST SE FIELD VERIFIED. FLOOR AREA (SQ.FT.) = 2,548 TOTAL COIL LOAD: = r�,82 Ton PLENUM LOAD - LIGHTS - % - - - OVERALL U'VALUE: = 0.120 SENSIBLE COIL LOAD: = 4.41 Ton RE HEAT LOAD - - - • DESIGN GAPAGITIES BASED ON PREVIOUS TENANT DESIGN STANDARDS, LANDLORD DESIGN CRITERIA AND SITE SURVEY DATA FOR AS-BUILT CONDITIONS. DETAI LS AN D VENT AIR GFM/SQ.FT.: s 0.30 SQ.FT. /TON: = 451.15 VENT AIR CFM/PERSONs 1000 COOLING BTU/HR/SQ.FT.:= 27.41 TOTAL COIL LOADS 54,621 10 27 46,256 THE TENANT'S CONTRACTOR MST VERIFY ALL EXISTING CONDITIONS AND GAPAGITIES AT THE JOB SITE. SCHEDULES COOLING GFM/SO.FT.: = 100 MAXIMUM SUPPLY AIR PER LANDLORD DESIGN CRITERIA ® 1.2 GFM/SQ.FT. = 3,058 GFM 2,550 GFM DESIGN = 1.0 GFM/SQ.FT. SHEET NO. • 0 0 HVAG LOAD SUMMARY 41J SANITARY STACK - E X I ST I NG (NTS) VAV TERMINAL UNIT � GHEDULE - REPLAGE EXISTING CCS PROTO RELEASE 1 .1 - 03/2010 ,' . ' . , . , . . . , GENERAL NOTE,3, SPECIAL INSPECTION AND MATERIALS TESTING SPECIAL INSPECTION_ mkiERTAL::i_iii;t1c.3 _AsTRucTu.RAL sTEE.L. STUD NOTEs_- OBSERVATION PROGRAM RECEIVED ; FOOT LOCKER INC. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE THIS SECTION APPLIES TO THE STRUCTURAL. PORTIONS OF THE 1 . STEEL STUDS SHALL BE BY 'AMERICAN STEEL. FRAMING MINIMUM STANDARDS OF THE 2006 1.B,C., 2007 OREGON PROJECT REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPI.:CTOPS 1. RESPONSIBILITIES OF THE OWNER SOLUTIONS NCC-ESSR 2915) OR APPROVED EQUAL UN 1, 3 VA , STRUCTURAL SPECIALTY CODE (0.S.S.C.) AND SUCH OTHER DUTIES ARE DESCRIBED IN 2006 I.B.C. 1704.1, 170i-i .1, 1704.1.2, A. EMPLOY AND PAY THE SPECIAL IN .3PECTION AGENCY TO CONTRACTOR SHALL SUPPLY APPROVALS AND ITEM BY ITEM 3 REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION 1704.3„ 1704.3.1, AND TABLE 1704„3 (OR APPLICABLE CODE. PERFORM INSPECTIONS SPECIFIED IN THIS SECTION ANS COMPARISON 'SHEET FOR ANY SUBSTATIONS. - OF THE WORK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SECTIONS OF 2007 0.S.S.C.) THOSE REQUIRED BY ALITHOFRITIES HA,VII\K; JURISDICTION. . r- 2.006 I.B.C. AND 2007 O.S. C. AT THE SITE AT ALL TIMES. B. EMPLOY AND PAY THE imIATERIAL.S TESTING 2. ALL CONSTRUCTION (MA,TERIALS, CONNECTORS AND DETAILS) 11CIITLDIii°:GTDIGIVNlitSID°N- DOCUMENTED METHODS AND PROCEDURES SHALL BE USED FOR LABORARTORY TO PERFORM TESTS SPECIFIED IN THIS SHALL BE PER MANUFACTURERS MINIMUM REQUIREMENTS (O.N.O.) STORE PLANNING DEP11 2. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND INSPECTION AND TESTING REQUIRED OF CONTRACTURAL. SECTION AND THOSE REQUIRED BY AUTHORITIES HAVING AND AISI RECOMMENDED CRITERIA PER AISI TECHNICAL DATA 112 WEST 34TH STREET SPECIFICATIONS (CONTRACT DOCUMENTS) AND VERIFY ALL DOCUMENTS, AND FOR ESTABLISHING ACCEPTANCE CRITERIA. ALL JURISDICTION. PUBLICATIONS R(.-. -93.3, 934, 934A AND 936. DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER I INSTRUCTIONS, STANDARDS, PROCEDURES, CHECKLISTS RELEVANT 1. RETESTING -- THE CONTRACTOR SHALL REIMBURSE NEW YORK, NY PLANS SHALL BE USED FOR ALL DIMENSIONS AND WALL LAYOUTS. FOR USE. NO INSPECTION OR TEST WILL BE. PERFORMED IF THE INSPECTIONS ND TESTS PROVE UNSATISFACTORV 10120 BEFORE PROCEEDING WITH CONSTRUCTION. THE ARCHITECTURAL TO THE WORK WILL BE KEPT UP TO DATE AND READILY AVAILABLE THE OWNER FOR RE-TESTING WHERE RESULTS OF 3. ALL FRAMING MEMBERS SHOULD BE HORIZONTALLY ALIGNED, PLUMB AND LEVEL EXCEPT WHERE REQUIRED TO SLOPE SAFETY OF INSPECTION PERSONNEL IS IN QUESTION DUE TO AND INDICATE NONCOMPLIANCE WITH REQUIREMENTS. .3. ALL INFORMATION ON EXISTING CONDITIONS SHOWN ON THE JOBSITE CONDITIONS. PRIOR TO PROJECT COMMENCEMENTS, THE I C. EMPLOY AND PAY THE ENGINEER RESPONSIBLE FOR THE 4. BOTH FLANGES OF STUDS SHOULD BE ATTACHED TO THE TOP ARCHITECT: DRAWINGS ARE BASED ON BEST PRESENT KNOWLEDGE AVAILABLE, 0.0. WILL CONFER WITH AND OBTAIN THE APPROVAL FROM THE STRUCTURAL DESIGN OR ANOTHER ENGINEER DESIGNATED BY THE AND BOTTOM TRACK WITH SCREWS OR AN APPROVED FASTENER. BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL APPROPRIATE DESIGN PROFESSIONAL OF RECORD REGARDING THE I ENGINEER RESPONSIBLE FOR THE DESIGN TO PERFORM STRUCTURAL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND INSPECTION AND TESTING PROCEDURES OR SPECIFICATIONS OBSERVAION. 5. SPLICES IN FRAMING MEMBERS SHOULD NOT BE PERMITTED. CONDITIONS AT THE SITE, DURING CONSTRUCTION THE CONTRACTOR INCLUDING ANY APPROPRIATE ASTM METHODS, CODE REQIUREMENTS JAMES M. HAMILL SHALL NOTIFY THE ENGINEER OF ANY UNUSUAL OR UNFORSEEN OR PROJECT SPECIFICATION REQUIREMENTS. 2. DEFINITIONS 6. THE USE OF MEMBERS WITH STANDARD MANUFACTURERS WEB 580 DECKER DRIVE CONDITION PRIOR TO CONTINUING WITH CONSTRUCTION. SHOULD A. APPROVED FABRICATOR: A FABRICATOR REGISTERED PUNCH--OUTS IS ACCEPTABLE. THE LOCATION OF THESE ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWING IS IN AT THE START OF AND DURING EACH INSPECTION OF THE PROJECT AND APPROVED BY THE BUILDING OFFICIAL AND PUNCH-OUTS SHOULD BE COORDINATED WITH LOAD, BRACING AND DOUBT, OR WHERE THERE APPEARS TO BE A DISCREPANCY TO ASCERTAIN PROPOSED CONFORMITY OF MATERIALS, PERSONNEL ENGINEER OF RECORD, TO PERFORM WORK, OFF SITE, UTILITY REQUIREMENTS. SUITE 170 BETWEEN THE DRAWINGS AND THE CONDITION IN THE FIELD, THE QUALIFICATIONS, AS REQUIRED, AND PROCEDURES WITH APPLICABLE REQUIRING SPECIAL INSPECTION. THE DISCRIPTION IN ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUING WITH WORK. CODES, PLANS, AND SPECIFICATIONS. SECTION 1704.2 OF THE 2006 INMTERNATIONAL BUILDING CODE (OR 7. WEB PUNCH--OUTS OR WEB OPENINGS SHOULD NOT BE LOCATED IRVING, TX 75062 APPLICABLE SECTION OF 2007 0.S.S.C.). AT BEARING POINTS FOR STUDS, JOISTS, RAFTERS AND TRUSSES 4. THERE SHAL BE NO DEVIATION FROM THE PLANS, DETAILS, 1. ALL INSPECTIONS SHALL BE PERFORMED BY AN ACCREDITED, B. SPECIAL INSPECTION AGENCY: THE ACCREDITED WITHOUT SPECIAL REINFORCEMENTS, NOTES, AND SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER INSPECTION BODIES DESIGNATED HEREIN AND APPROVED BY THE ___1 THE STRUCTURAL ENGINEER. OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB-CONTRACTOR, ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTION AS 8. WEB OPENING SHOULD NOT EXCEED THE DIMENSION OF THE PER 2006 I.B.C. SECTION 109.4 (OR APPLICABLE SECTION OF 2007 REQUIRED BY THE BUILDING CODE AND THE PROJECT MANUFACTURERS STANDARD PUNCH-OUT OR THE PROVISIONS IN 1----- 5. DO NOT SCALE STRUCTURAL PLANS OR DETAILS. ONLY WRITTEN 0.S.S.C. CODE) THE OWNER OR OWNERS AGENT SHALL RECOMMEND SPECIFICATIONS AND AS DESCRIBED IN SECTION 109.4 OF THE THE AISI SPECIFICATIONS. DIMENSIONS SHALL BE USED THE INSPECTOR. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE 2006 I.B.C. (OR APPLICABLE SECTIONS OF 2007 0.5.S.C.). STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD. C. SPECIAL INSPECTOR: A QUALIFIED PERSON, EMPLOYED 9. PENETRATION OF SCREW THROUGH JOINED MATERIALS SHOULD GREG RILEY, S.E., P. ENG. 6, THE FOLLOWING NOTES, TYPICAL DETAILS, AND SCHEDULES BY THE SPECIFIED SPECIAL INSPECTION AGENCY, WHO NOT BE LESS THAN 3 EXPOSED THREADS. SHALL APPLY TO ALL PHASES OF THIS PROJECT UNLESS NOTED ACCEPTANCE OF THE DEPUTY INSPECTOR SHALL BE PROVIDED BY HAS DEMONSTRATED COMPETENCE TO THE SATISF,ACTRON OF THE STRUCTURAL OR SHOWN OTHERWISE ON PLANS. WRITTEN APPROVAL BY THE ENGINEER OF RECORD. ACCREDITATION BUILDING OFFICIAL FOR INSPECTION OF THE 10. FASTENERS SHOULD BE INSTALLED IN ACCORDANCE WITH CONSULTANT TO ASTM E-329-95C, STANDARD SPECIFICATIONS FOR AGENCIES PARTICULAR TYPE OF CONSTRUCTION OR OPERATION MANUFACTURERS RECOMMENDATIONS. 25.381 BEAR VALLEY RD 7. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER ENGAGED IN THE TESTING AND/OR INSPECTION OF MATERIALS REQUIRING SPECIAL INSPECTION. DUTIES INCLUDE VISUAL TEHACHAPI, CA 93561 GENERAL NOTES AND TYPICAL DETAILS. USED IN CONSTRUCTION, IS PREFERRED. OBSERVATIONS AND FIELD MEASUREMENTS OF MATERIALS, 11. ADEQUATE BRACING SHOULD BE PROVIDED FOR ALL BUILDING I 805 630 6619 OBTAINING SPECIMENS FOR TESTS AND RELATED ACTIONS SYSTEMS UNTIL LATERAL STABILITY SYSTEMS (I.E.: SHEARWALLS OR 8. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF 2. ALL TESTS SHALL BE PERFORMED BY THE EOR APPROVED INCLUDING PREPARATION OF REPORTS. BRACED FRAMES) HAVE BEEN INSTALLED AND ANCHORAGE IS grileype©coI.com ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE TESTING LABORATORY CERTIFIED IN THE MUNICAPLITY THAT THE D. TESTING LABORATORY: AN ACCREDITED COMPLETE. STABILITY OF THE STRUCTURE OR CAUSE DISTRESS OF THE WORK IS TO BE DONE. MATERIALSTESTING LABORATORY, APPROVED BY THE L_____ _____i STRUCTURE. COPIES OF THE TEST RESULTS AND FINAL REPORTS SHALL BE ENGINEER OF RECORD, TO MEASURE, EXAMINE, TEST, 12. ADEQUATE BRACING IS RECOMMENDED FOR BOTH CHORDS OR FURNISHED TO THE ENGINEER OF RECORD (EOR) IN ADDITION TO CALIBRATE OR OTHERWISE DETERMINE THE FLANGES OF MEMBERS UNTIL SHEATHING HAS BEEN INSTALLED, -1 9. ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING CHARACTERISTICS OR PERFORMANCE OF CONSTRUCTION OTHER NORMAL DISTRIBUTIONS, WITHIN TWO DAYS OF THE TEST. IN WHERE SHEATHING IS APPLIED TO ONE SIDE ONLY, THE REQUIRED SEAL 1 I ' IN THE VARIOUS TRADES COMPRISING THE WORK, THE CONTRACTOR MATERIALS. THE CASE OF DESCREPANCIES OR DEFICIENCIES, THE SPECIAL BRACING SHOULD BE PERMANENTLY INSTALLED ON THE I SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL E. CONTINUOUS INSPECTION: ON SITE INSPECTION BY THE INSPECTION AGENCY SHALL IMMEDIATELY NOTIFY THE EOR. TESTING UNSHEATHED FACE. 011 TRADES. SPECIAL INSPECTOR ON A CONTINUOUS BASIS OBSERVING FREQUENCY SHALL BE PER APPLICABLE STRUCTURAL MASONRY, ALL WORK REQUIRING SPECIAL INSPECTION. REINFORCED CONCRETE, AND STRUCTURAL STEEL WELDING CODES 13. TEMPORARY BRACING SHOULD BE PROVIDED AND LEFT IN It 4 1 10. THESE NOTES, DETAILS, DRAWINGS AND SPECIFICATIONS F. PERIODIC INSPECTION: INTERMITTENT INSPECTION AS AND STANDARDS AND ARE PART OF THIS SPECIFICATION. PLACE UNTIL WORK IS PERMANENTLY STABILIZED. c; re (CONTRACT DOCUMENT) REPRESENT THE FINISHED STRUCTURE, AND PERMITTED BY THE PLAN SPECIFICATIONS AT -it - IV 5.), c., x \10 DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE PREDETERMINED INTERVALS OR MORE FREQUENTLY AS WORK 14. BLOCKING MAY BE A SECTION OF STUD, JOIST OR TRACK .111,1 c'*: 44/ frN% CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND PROGRESSES. NO SIGNIFICANT ELEMENTS OR AREAS SHALL BE TEST AND/OR INSPECTION FIRM WITH A CONSTRUCTION SCHEDULE WHICH IS THE FULL DEPTH OF THE FRAMING MEMBER THAT IS 1\fl' SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, COVERED BY ADDITIONAL WORK UN 11L APPROVED BY THE TO FACILITATE THE PROPER COORDINATION, BEING BLOCKED AND SHOULD FIT TIGHTLY BETWEEN THE MEMBERS. tu METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. MUNICIPAL BUILDING INSPECTOR AND/OR THE SPECIAL INSPECTOR. BLOCKING SHOULD BE ANCHORED AT EACH END, ok x G. STRUCTURAL OBSERVATION: THE VISUAL OBSERVATION, IF /5 4. THE SPECIAL INSPECTOR SHALL FURNISH DAILY INSPECTION 11. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR BY THE ENGINEER OF RECORD OR HIS DESIGNEE, 15. BRIDGING MAY CONSIST OF BLOCKING, FLAT STRAP, CHANNEL REPORTS TO THE BUILDING OFFICIAL, THE ARCHITECT, AND THE INCLUDING BUT NOT LIMITED TO THE ELEMENTS AND STOCK OR A PROPRIETARY BRIDGING SYSTEM. BRIDGING SHOULD BE INFORMATION NOT COVERED BY THESE DRAWINGS AND GENERAL ENGINEER AT A MINIMUM PER WEEK FREQUENCY. THE SPECIAL NOTES. INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BY BOTH HE CONNECTIONS, OF THE STRUCTURAL SYSTEM, FOR GENERAL PLACED DIAGONALLY BETWEEN OPPOSITE FLANGES OF FRAMING CONFORMANCE TO THE APPROVED PLANS AND 1---- AND HIS SUPERVISOR, STATING WHETHER THE WORK REQUIRING MEMBERS OR RUN FLANGE ALONG THE SAME FACE OF THE REVISIONS 1 12. THE CONTRACTOR SHALL PROVIDE THE DESIGN, MATERIALS, SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED SPECIFICATION, AT SIGNIFICANT CONSTRUCTION STAGES AND AT FRAMING MEMBERS. _ 1 AND FABRICATION OF ALL TEMPORARY BR,AC,ING AND SHORING FOR PLANS AND SPECIFICATIONS AND THE WORKMANSHIP PROVISIONS COMPLETION OF THE STRUCTURAL SYSTEM. NO. il DESCRIPTION DATE ! ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE 16. WIRE TIED BRIDGING SHOULD NOT BE PERMITTED. OF THE 2006 I.B.C. (OR APPLICABLE SECTIONS OF 2007 0.S.S.C. STABILITY OF THE STRUCTURE DURING ALL PHASES OF THE RESPONSIBILITY FOR THE SPECIAL AND MUNICIPAL ____/\1 , I PER CITY COMMENTS 6/8/10 CONSTRUCTION. CODE) INSPECTIONS REQUIRED BY CODES AND SPECIFICATIONS. , 17. ALL STEEL COMPONENTS AND ACCESSORIES IN EXTERIOR 1 --- 1 : ______H WALLS, ROOFS. FLOORS OVER CRAWL SPACES OR IN HIGH 1 _ 5 13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE HI. REQUIRED STRUCTURAL OBSERVATIONS HUMIDITY AREAS SHOULD HOT-DIPPED GALVANIZED OR ---I ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF ENSURE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE 1 . STOREFRONT FRAMING ALUMINUM-ZINC COATED CO-POLYMER OR CADIUM COATINGS CAN I UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE INSTALLATION OF ALL STRUCTURAL AND FINISH MATERIALS. THIS ALSO BE USED FASTENERS. I I 1- 1 BUILDING OFFICIAL. i SHALL INCLUDE ANY NECESSARY PRE-LOADING OF THE STRUCTURE 1_____ E TO DETERMINE FINAL POSITION OF THE COMPLETED WORK. 18. BACK BLOCKING FOR WALL MOUNTED ASSEMBLIES SHOULD BE 6.SPECIAL INSPECTION REPORTS MADE FROM FLAT STOCK OR TRACK OR STUD SECTIONS WITH THESE REPORTS SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING 14. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD FLANGES NOTCHED AT THE LOCATION OF STUDS TO ALLOW FOR 11111 INFORMATION: REPRESENTATIVES OF THE ENGINEER (SUPPORT SERVICES) SHALL A. PERMIT NUMBER CONNECTIONS TO THE STUDS. 1 NOT INCLUDE INSPECTIONS OF SAFETY OR PROTECTIVE MEASURES, B. NAME OF THE MUNICIPAL INSPECTOR, IF AVAILABLE, AND OF NOR CONSTRUCTION PROCEDURES, TECHNIQUES OR METHODS. ANY 19, STEEL FRAMING MEMBERS SHALL BE CUT WITH A SAW OR I 1 1 THE GOVERNING MUNICIPALITY SUPPORT SERVICESPERFORMED BY THE ENGINEER DURING ANY SHEAR, TORCH CUTTING OF THE ENDS OF COMPRESSION MEMBERS C. SPECIAL INSPECTION AGENCY NAME, ADDRESS, AND PHONE PHASE OF THE CONSTRUCTION, SHALL BE DISTINGUISHED FROM NUMBER IN AXIAL BEARING CONNECTIONS IS NOT ALLOWED. CONTINUOUS AND DETAILED INSPECTION SERVICES (AS REQUIRED STEEL BY ANY REGULATING GOVERNMENTAL AGENCY, I.E. LOCAL BUILDING I D. UNIQUE IDENTIFICATION OF THE REPORT AND OF EACH PAGE. E. CLIENT NAME AND ADDRESS 20. SHEATHING MATERIALS FOR SHEARWALLS OR DIAPHRAMS ' DATE: 4/01/101 1. ALL. STRUCTURAL STEEL SHALL. BE IDENTIFIED IN ACCORDANCE I I SHOULD EXTEND AND BE CONNECTED TO CHORD MEMBERS (I.E.: DEPARTMENT) PROVIDED BY OTHERS. THESE SUPPORT SERVICES, F. NAME AND ADDRESS OF THE DESIGN PROFESSIONAL OF RECORD, WITH 2006 I.B.C. STANDARDS. ' SCALE: AS NOTED WHETHER MATERIAL OR WORK, ARE PERFORMED SOLELY FOR THE AND OTHER DESIGNERS OR ENGINEERS APPLICABLE TO THE TOP AND BOTTOM WALL TRACK) PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING I PROJECT 2. STEEL SHAPES, PLATES AND BARS SHALL BE ASTM A-992 GROSS AREA: 2,548 SQ. FT. . CONFORMANCE TO THE CONSTRUCTION DOCUMENTS, BUT DO NOT G. DESCRIPTION OF THE TYPE OF INSPECTION PERFORMED 21. INSTALL INSULATION WITHIN ALL HEADERS PRIOR TO UNLESS NOTED OTHERWISE. GUARENTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE H. ANY UNRESOLVED DEVIATIONS, EXCLUSIONS, AND ADDITIONS TO INSTALLATION. CONSTRUED AS SUPERVISION OF CONSTRUCTION. OR FROM THE APPROVED DRAWINGS AND SPECIFICATIONS SALES AREA: 1 ,660 SQ. FT. 3. PIPE STEEL SHALL BE WELDED SEAMLESS PIPE CONFORMING TO RELEVANT TO THE SPECIFIC INSPECTION OR TEST. 22. DRYWALL NOTES: DRYWALL SHALL BE ATTACHED WITH HILTI 15. PROVIDE OPENINGS AND SUPPORTS AS REQUIRED PER TYPICAL I. COMPLIANCE FINDINGS AND REFERENCE ASTM A-53 GRADE 'B' TUBE STEEL TO BE ASTM A-500 GRADE KWIK PRO SCREWS SCREWS PER ICC-ESR 2196 (#6x1Y2" FOR Y2" PROJECT # : 5.857.0210 DETAILS AND NOTES FOR MECHANICAL AND ELECTRICAL DUCTS J. DESCRIPTION OF LOCATION WHERE THE INSPECTION WAS 'B'. DRYWALL) © 6" O.C. © ALL PANEL EDGES AND FIELD SCREWS AND/OR CHASES. PERFORMED WITHIN THE PROJECT SHALL HAVE Y2" MIN EDGE DISTANCE AT PANEL EDGES (SCREWS DRAWN BY: bdr K. TIME AND DATE OF THE INSPECTION. 4. ALL BOLTS SHALL BE ASTM A-307-68 UNLESS NOTED SHALL PENETRATE THROUGH STEEL MEMBERS x Y2" MIN). 16. THESE NOTES, DETAILS, DRAWINGS, AND SPECIFICATIONS L. MEASUREMENTS, EXAMINATIONS, AND DERIVED RESULTS OTHERWISE. HIGH-STRENGTH BOLTS SHALL CONFORM TO 2006 (CONTRACT DOCUMENTS) DO NOT CARRY NECESSARY PROVISIONS SUPPORTED BY TABLES, GRAPHS, SKETCHES, OR PHOTOGRAPHS AS I.B.C. STANDARDS. 23. ALL SCREWS SHALL BE HILT! KWIK PRO SELF DRILLING SCREWS FOR CONSTRUCTION SAFETY. THESE DOCUMENTS AND ALL PHASES APPROPRIATE PER ICC-ESR REPORT 2196 OR APPROVED EQUAL. OF CONSTRUCTION HEREBY CONTEMPLATED ARE TO GOVERNED, AT M. THE NAME, SIGNATURE, TITLE, AND IDENTIFICATION NUMBER, AS • ALL STRUCTURAL STEEL AND CONNECTIONS SHALL BE ALL TIMES, BY APPLICABLE PROVISIONS OF THE CURRENT APPROPRIATE, OF THE FIELD INSPECTOR PERFORMING THE FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. PIO% 24. ALL METAL FRAMING SHALL MEET OR EXCEED CBC STANDARDS I CALIFORNIA OCCUPATIONAL AND HEALTH ACT. INSPECTION SPECIFICATIONS AND CODE OF STANDARD PRACTICE AS AMENDED FOR COLD ROLLED FORMED STEEL YIELD STRESSES F 33,000 PSI. 1 N. IDENTIFICATION OF SUBCONTRACTORS EMPLOYED TO CARRY OUT TO DATE. 17. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS TESTS OR PARTS OF TESTS 25. ALL WALLS TO BE FASTENED TO CONCRETE SLAB WITH HILTI 6. WELDING TO BE ELECTRIC-ARC PROCESS BY QUALIFIED AND • OF FEDERAL, STATE, AND LOCAL LAWS, CODES, ORDINANCES, LOW VELOCITY X UNIVERSAL POWDER DRIVEN FASTENERS PER RULES, REGULATIONS AND RESEARCH REPORTS, THE MOST 7. TEST REPORTS CERTIFIED WELDERS USING APPROVED AND PROPER ELECTRODES, ICC-ESR 2269 OR APPROVED EQUAL PER PLANS. STRINGENT (OR CONSERVATIVE) SHALL GOVERN. THE CONTRACTOR LABORATORY TESTS AND MILL CERTIFICATIONS ARE REQUIRED CONFORMING TO 2006 BE USED UNLESS NOTED OTHERWISE I.B.C. STANDARDS. E70XX ELECTRODES TO. FABRICATOR TO BE LICENSED 11, SHALL NOTIFY THE ENGINEER OF SUCH CONFLICT IMMEDIATELY. TO BE SUBMITTED TO THE ENGINEER OF RECORD. THESE REPORTS ; _.,--- SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: BY THE APPROPRIATE MUNICIPALITY. ,..., , , . . 18. PRIOR TO COMMENCING WITH THE CONSTRUCTION, THE 1. CONCRETE CYLINDERS (IF APPLIES) 7. ALL STRUCTURAL STEEL SHALL BE PAINTED ONE SHOP COAT i CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS TO 2. REINFORCING STEEL (IF APPLIES) AND FIELD TOUCH-UP WITH RED LEAD (OR APPROVED ZINC COORDINATE WITH STRUCTURAL DRAWINGS, AND ANY DISCREPANCY 3. STRUCTURAL STEEL (IF APPLIES) --- 1 -, CHROMATE PRIMER) AS NECESSARY. (FIELD PAINTING: TOUCH-UP Irit BETWEEN THESE DRAWINGS SHALL BE REFERRED TO THE ENGINEER 4. CONCRETE MIXES (IF APPLIES) EPDXY SET DOWELS AND RODS FOR CLARIFICATION BEFORE START OF CONSTRUCTION. 5. CONCRETE ANCHORS (IF APPLIES) ALL DAMAGED PAINT, BOLTS AND WELDS.) P-A -,,, , ,,,,,,,,,,,,,, 1) EPDXY OR RESIN ADHESIVE WILL BE USED IN ALL LOCATIONS p,4,., -, i:..-G,-?: , 19. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION 8. SPECIAL INSPECTION BY A SPECIAL OR DEPUTY INSPECTOR 8. SHOP DRAWINGS AND DETAILS FOR THE FABRICATION OF ANY WHERE EITHER ALL-THREAD ROD OR REBAR ARE BEING EMBEDDEE L''''...Th f d" ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE FROM AN ACCREDITED, EOR APPROVED INSPECTION AGENCY AND STRUCTURAL STEEL SHALL BE APPROVED BY THE CONTRACTOR INTO EXISTING CONCRETE OR MASONRY AS TENSION ROD OR i---,,,,,r, GRE.G AND SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER im, ,---3 GENERAL NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION WITH THE APPROPRIATE CURRENT MUNICIPAL LICENSES AND SHEAR ELEMENTS. ''''k \'‘& THE STEEL ERECTOR SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR (SIM.) CERTIFICATIONS SHALL BE REQUIRED FOR THE TYPE OF WORK FOR THEIR REVIEW PRIOR TO FABRICATION. SHALL PROVIDE ALL ERECTION BRACING REQUIRED TO MAINTAIN 2) CONTRACTOR SHALL MIX AND INSTALL RESIN AND HARDENER CONDITIONS THAT ARE SHOWN OR CALLED FOR. LISTED BELOW. STRUCTURE PLUMB AND PROPERLY BRACED DURING CONSTRUCTION. A. ALL ADHESIVE ANCHORS, RODS, DOWELS, SHALL BE PER MANUFACTURER'S SPECIFICATION. ALL EPDXY SET THREADED fi77777F-------, 20. ASTM DESIGNATIONS AND STANDARDS, AND I.C.C.-E.S. CONTINUOUSLY INSPECTED DURING INSTALLATION. RODS SHALL BE SET UNDER SPECIAL DEPUTY INSPECTION. 9. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL STRUCTURAL REPORTS, REFER TO THE LATEST AMENDMENTS. B. EXPANSION/ADHESIVE ANCHORS IN CONCRETE MASONRY WELDING IN ACCORDANCE WITH 2006 I.B.C. SECTION 109 AND 1704. C. FIELD WELDING 3) HOLES IN CONCRETE MAY BE DRILLED WITH ROTARY HAMMER 21. ONLY "APPROVED AND PERMITTED" STRUCTURAL WORKING 10. NO FIELD WELDING PERMITTED UNLESS SPECIFICALLY NOTED DRILL. FOR HOLES IN MASONRY, A HAMMER ACTION DRILL SHALL DRWINGS (AND ALL OTHER CONSTRUCTION DOCUMENTS) ARE NOT BE USED. SIZE SHALL BE PER MANUFACTURER'S PERMITTED TO BE USED FOR CONSTRUCTION ON THIS PROJECT. 11. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL RECOMMENDATION. IMMEDIATELY BEFORE APPLYING ADHESIVE, ALL OTHER DRAWINGS ARE OBSOLETE AND ARE NOT PERMITTED ON BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. BURNING OF HOLES SHALL BE REAMED WITH A CIRCULAR WIRE BRUSH THE JOB SITE, NOR SHALL THEY BE USED FOR ANY CONSTRUCTION STRUCTURAL DESIG\ LOADS HOLES IS NOT PERMITTED. ATTACHED TO A DRILL MOTOR AND THEN BLOWN OUT WITH PURPOSES (INCLUDING THE CALCULATION OF ALL FINAL ESTIMATES CEILING AND SOFFIT DEAD LOADS = 15 PSF OIL-FREE COMPRESSED AIR. • WASHINGTON SQUARE AND BIDS). ANY CONTRACTOR USING UNAPPROVED DRAWINGS WILL CEILING AND SOFFIT LIVE LOADS = 10 PSF 12. ALL WELDING SHALL CONFORM TO 'AWS' SPECIFICATION FOR BE HELD SOLELY RESPONSIBLE FOR ALL WORK NOT PERFORMED IN PARTITION WALL DEAD LOAD = 15 PSF WELDING. (E-70XX ELECTRODES UNLESS NOTED OTHERWISE). 4) ADHESIVE FOR DOWNWARD HOLES MAY BE EITHER NON--SLAG 9585 SW WASHINGTON SQ. ACCORDANCE WITH THE "APPROVED" DRAWINGS. OUT OF PLANE SEISMIC LOAD AT STOREFRONT = 6 PSF OR LIQUID TYPE, NORMAL SET. HORIZONTAL OR OVERHEAD HOLES STOREFRONT SOFFIT DEAD LOADS = 15 PSF 13. NOT USED SHALL BE NON-SAG TYPE, NORMAL SET. LIQUID EPDXY SHALL BE PORTLAND, OR 97223 22. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT AND POURED SLOWLY INTO THE HOLES TO AVOID AIR ENTRAPMENT. ENGINEER A CONSTRUCTION SCHEDULE OUTLINING THE SEQUENCE STOREFRONT SOFFIT LIVE LOADS = 10 PSF 14. WHERE FILLET WELD SIZE IS NOT INDICATED, USE 'AWS' NON-SAG EPDXY EPDXY SHALL BE INJECTED WITH A CAULK GUN SPACE #D08 OF THE CONSTRUCTION EVENTS AND ACTIVITIES (INCLUDING SEISMIC SHORT PERIOD Sds = 0.73g MINIMUM SIZE BASED ON THE THICKNESS OF THE THICKER PART WITH AN EXTENSION NOZZLE FITTED TO REACH THE BOTTOM OF BUILDING DEPARTMENT SUBMITTALS AND PERMIT ACQUISITIONS) BEING WELDED, AS SPECIFIED IN A.I.S.C. MANUAL OF STEEL THE HOLE. IN BOTH TYPES THE HOLE SHOULD BE FILLED APPROXIMATELY HALF FULL. STORE NO PRIOR TO COMMENCING WITH THIS PROJECT. CONSTRUCTION, NINTH EDITION SECTION J2.2. . 4.7257 15. ALL BUTT WELDS TO BE FULL PENETRATION, UNLESS 5) BAR OR ROD SHALL BE SLOWLY INSERTED AND TURNED A SPECIFICALLY NOTED OTHERWISE. MINIMUM OF ONE ROTATION. DO NOT PULL UP AND DOWN ON THE FABRICATION, ERECTION, AND WELDING OF STRUCTURAL STEEL DOWEL OR ROD WHEN INSTALLING. REMOVE ANY ADHESIVE FROM AROUND HOLE BEFORE IT HAS SET. I SHALL CONFORM TO 2006 INTERNATIONAL BUILDING CODE (C.B.C.) STANDARDS. SHEET TITLE 6) ADHESIVE SHALL BE CIA COVERT EPDXY, LARR NUMBER 25113, PROVIDE HIP DIP GALVANIZING OR 3" MINIMUM CONCRETE COVER SIMPSON STRONG TIE EPDXY SET-XP ICC-ES REPORT NUMBER AROUND ALL STRUCTURAL STEEL BELOW GRADE. 2508 ALTERNATES SHALL BE CONSIDERED UPON REQUEST AND STRUC I RAI_ SUBMISSION OF ICC-ES RESEARCH REPORTS. 18. STRUCTURAL STEEL EMBEDDED INTO CONCRETE OR MASONRY SHALL BE UNPAINTED. ( C PEHICA LIONS 7) EXPANSION ("WEDGE") ANCHORS SHALL BE HILT! KWIK BOLT TZ 19. IF FIELD WELDING IS SPECIFIED, ALL FIELD WELDING TO BE CARBON ANCHORS (OR APPROVED EQUAL) PER ICC ESR REPORT AND NO -' S i UNDER CONTINUOUS DEPUTY INSPECTION BY A CITY OF PORTLAND, 1917. OREGON CERTIFIED DEPUTY INSPECTOR. ALL WELDERS SHALL BE ICC CERTIFIED , I , , ..------, ,.. rm \„ I . SHE 1 c ) 1 . IFT NO. ) , .._.„...., , ..___. , . , . , ..„. . _ . .. ... _ .. „. ..........._ ...... .. . ._. . .. . ._....,.... ..,.....,...._...._________._ ... . ___ ...____________.. . . ... ..... _ . _... ...._...... ...... _ .... .. .. .. .....„...,_____..„.____ ____________ _._ „_____________ .. , ._ _. ., „ ..... ..„. ____________ _. , . .......„_.. . ... . . .. . . .. .. ...... .... _ . . ..._„. . .., . . ..._. ., __....._____ ____ . ..... .. . . . ,........_______ „ . . . ... . . '■ l I -,, FOOT LOCKER INC. /- 3-5/8" TOP TRACK DECK 4 STORE PLANNING DE - FOR BRACING OF SUSPENDED CEILINGS SEE DETAIL 13/S3.0 112 WEST 34TH STREET _ 1 NEW YORK, NY 10120 I - 4 (:)\\N 8 [______ _____ (3) 12"X1 4GA STUD BOX BEAM 0. - I II IMES NM-51-11-11111111111H1-IMMO-11-0-11111111-0-111-MM-111-11-111111111111-11111-111•111-11111H1111111111-11-11-11111111-11-III-IIIIIIII-N 11-11111111-11-111-111111111-111-111- 11-11•1=1-1-111-MEI 11-11-1111111111-11-nal= FIN. CLG. ARCHITECT: al . JAMES M. HAMILL III aO 0 S3 METAL STUD BRACE PER SECTIONS 4 I . . ON S2.0. PROVIDE WEAK AXIS 6" X 580 DECKER DRIVE :2 S3.0 S3.0 <• 20 GA BRIDGING/BLOCKING AT 48" I LINE OF- CEILING TRANSITION Alk on ON CENTER (TYP) SUITE 170 (ABOVE) 3.0 HSS 3X3XY16 COL AT ROL -1- .k811/ HSS 3X3X .16 COL AT ROLL IRVING, TX 75062 UP GRILL' IW I. UP GRILLE (2) 8"X16GA STUD BOX BEAM laililik- Ili_ Alik rt. 31C0 _ - 3.0 Vi HE aCt 111111111•111111111111111111111111111111111111111111111111111111111111111111111111•11111101111M111111■1111 a r, 3 [ CO (94 Lti_ 3 5/8" MTL. STUDS 0 16" 0.C. WITH I (1 ) LAYER 5/8'' "TYPE-X" G.W.B. 10 co, + c& / STRUCTURAL ENGINEER 4,. 5ro RUN UP FROM SLAB TO G.W.B. 4/ ol (2) 6"X1 6GA STUD BOX BEAM (2) 8"X16GA STUD BOX BEAM CEILING. (TYPICAL BOTH SIDES) 1 n fl .. QI GREG RILEY, S.E., P. ENG. 7.74 /IA Ili 1111111111111111111111111111111111111101111111•1011111111111111111111111 71 3.0 tAx 1.1 -142..606 0 kl-T:.-..-ig. 0 STRUCTURAL , _ di-S c, ,i- .C! '"`-/ CONSULTANT N ■ N,■s) 4 N. 4 N 0 25381 BEAR VALLEY RD 4 ■,1 '‘`);\;",)\-° TEHACHAPI, CA 93561 (.1.;* cP 9 11 (1-%'■ cP"' 805 630 6619 lei . S3.0 S3.0 ilk grileype@aol.com /1011 tot 1 tir S2.0 S2.0 \ N\ [ .107, 3 5/8" BOTTOM TRACK FIN, FLR (1/400:SEAL ct AI / 0.. 11*,.;.- 'n : ............... : " 4.7 (119' TYP WALL SECTION 4:4): VC,- 12..5•H° cn cc 5-.. REVISIONS NO. DESCRIPTION DATE A PER CITY COMMENTS 6/8/10 - - . 0 STRUCTURAL STOREFRONT PLAN I so L : 1/0=1°47 _ 1 ..._1_ - - EXISTING MALL BULKHEAD ELEMENT/ STRUCTURAL STEEL FRAMING DOWN TO 12'-0" AFF. G.C. TO ---\\ Agell)k, 41111111 - VERIFY EXISTING CONDITIONS & LOCATION. VERIFY \ L 5"x5"x9i6" BRACE TO 16 \\_..,3. 0 S3. 0 EXACT HEIGHT & MATCH SOFFIT HEIGHT , \ S3.0 L ACCORDINGLY. 1 STRUC FURE ABOVE - tv, PA ; Pr - - 'Or r fir I r //717 1 6" X 20GA. DIAGONAL Vir VP' % / , BRACING 0 48" 0.C. TO ' 1 0 6" X 20GA. DIAGONAL cD ' DATE: 4/01/10 MALL BULKHEAD % 1 STRUCTURE ABOVE. % 1 & CEILING \ A 8 • t t I BRACING • S3.0 * i/ t 410, STRUCTURE ABOVE. SCALE: AS NOTED / \...- - 4 1 i i $4. GROSS AREA: 2,548 SQ. FT. 0 mapP■or - 1111 1 OOP EXISTING MALL BULKHEAD 4__Zi 3 -11 1/4 A.FF. ......:A411111111111r _. 1 4, 1S-11 1/4A.F.F. _ ii A ---- - ELEMENT/ STRUCTURAL STEEL SALES AREA: 1 ,660 SQ. FT. 1 1. WARP 3 5/8 X 20 GA. MTL Illat ...at 011111nr 1 lip ___------ _ FRAMING DOWN TO 12'-0" AFF. il FRAMING © 16 O.C. TIGHT TO : \ DELK: 8 4 Alalk -.411010.111.- I 1 A G.C. TO VERIFY EXISTING CONDITIONS & LOCA.TION. VERIFY PROJECT # . 5.857.0210 , I I 1 ! 1 S3.0 1 Ili 3.I 3.II 1.11.- 1 E: :1 ..',4 i i 4 Ark EXACT HEIGHT & MATCH SOFFIT HEIGHT ACCORDINGLY. DRAWN BY bdr I S3.0 I ME I 7 _ . I f ...._11 TYPICAL ; 1r.. I OW. i Al I 4aues. TIPP r 1 ,sit TYPICAL 0 , 1 al ob 12'-0" A.F.F. 1 it:::-;:i 101111111 12 -0" A.F.F. 4. + 4 + I a TS 3 x3 x1/8 GRP 6 SHOW WINDOVV SOFFFT:-* L p /7- - 10 SUPPORT COLUMN S3.0 SIM . _ - ---.--.--- ' SIM --,,,,,,,,_ - -- 11 9 ' 1 ---3 5/8" X 20 GA. MTL I 1111111111111111k _ _ III ----- 2 - 6" X 16 GA. METAL JOISTS . 1 9 11 FRAMING © 16" O.C. TIGHT TO 111 WITH 3 5/8" X 16 GA. TRACKS 3 # Mr .„.. WIIREntir , DECK: . AT TOP AND BOTTOM .- ....., ..,., N10'-1" 1 "v ENTRY SOFFIT ENTRY SOFFIT 111111111..M41 - . I (BEYOND) 1 1 3 5/8" X 20 GA. MTL I ? / 1 ' , , FRAMING @ 16" O.C. TIGHT TO I I I DECK: \\, // VI , i 1 / ../ I I 1 I I I --- GLAZING SYSTEM VERTICALS ----- , . (BEYOND) ..--------- , . I 1 t.,sk----------- L. I I 11 I LEASE LINE ----,, 1 I .-... . - ....______.- LEA_S>F__LIN E, 11 --...„.4: ''.. - CLEAR TEMPERED i I GLASS WASHINGTON SQUARE 1 ' I 1 -------- 9585 SW WASHINGTON SQ. , 1 „,-------/ .re- - PORTLAND, OR 97223 1 1 I SPACE #D08 I i II 1 1 1 11 STORE NO. 4 7 2 5 7 , , 1 1 -}---, 1 1-- -I I I I I k7..t„::::! I 1 1 SHEET TITLE 1 1 11 1 ri ,1 , 1 h I I FIN. FLOOR ---FR Li CTU R AL , 1 1 1 4/ PLANS AND ..c., -07 1i:ill J, -7-- ----------- -(,-.,/, 0 0 _0 _ ___ , -, ,s_ _ ,,, Li II _ . S IC -1 0 N S ______ _________..... _______...... _..._.._.. ______ ___________ .. _______ _______ ____ _______________ ___ c...7\ r (- \ ________ _____ ___________ _ ______________J I ,,,,r--\ - 1 (2.) SECTION AT G ., :A. :1NG 1 I SCALE: 3/41 *A 114r t(1 ) SECTION AT ENT.:•;-:' NCE I SCALE: SA" mn 1%.0" i , - 1 - . i ; ----- I i 1 ; i __L . _ ____ _ _- ------- 1 `' \ , - -- ------,..., „ ,, -------i .- -------- ( I 7 - . MET,AL STUD BRACE PER , , _ _______±_____Ti___ , : 1 ;------ , ;• .1- ; \ -- - ----+--SECTIONS ON S2.0. PROVIDE ) 11 , I 4-",./ ' ../ .-.' WEAK AXIS 6" X 20 GA ;• ,./.- ,,-/A, 1 C.) 1 // /7_. — BR1DGING/BLOCKING AT 48" 1 1 FO OT LOCKER INC. 1 I .//<- -../...- ON CENTER (TYP) ! 1: /7 ,7:., Y2" BASE PLATE i ) 1 W/ (2) 5/8" 1;i8”- HOLE FOR [ (4) #12 S.M.S., TYP. I I M A L JOISTS PER PLA /--MTL. STUDS PER WALL SECTIONS ANCHOR BOLTS A.B. AT BRACE & S ONS ON S2. ON S2.0 \ / METAL STUDS PER . j41 METAL STUDS PER PLAN & .4, A% SECTIONS ON 52.0 SECTIONS ON 52.0 -Pr 3/16 le° I STORE PLANNING DE . • 1 #12 S.M.S. --..; 112 WEST 34TH STREET 1 c--) ED, i . . emumuntimmaimul NEW YORK, NY 10120 ; I /NV .enr.rf 4% „ (4) #12 5.M.1). • N. 0 0 • 0 0 ci_O 18 GA TRACK W/ #12 / 0 #12 S.M.S. (TYP.) \I METAL STUD BRACE PER 0 $ IF IS SECTIONS / j JAMES M. HAMILL SECTIONS ON S2.0. PROVIDE -.g...........~..,05.0 TO BOX BEAM (STAGG.) JOT PER ARCHITECT: ON TS COL. PER I S2.0 WEAK AXIS 6" X 20 GA METAL JOISTS PER PLAN PLAN (HSS) -*' i BRIDGING/BLOCKING AT 48" _ - 1 ON CENTER (TYP) k'N I o 1 \ , ., 580 DECKER DRIVE 1 4 - 2,)c 2) " jr - / )( METAL STUD BOX BEAM '01 0 0 SUITE 170 PER PLAN AND SECTIONS # (4) #12 S.M.S. ON S2.0 % ' IRVING, TX 75062 . 0 .0-A METAL STUD BRACING 1 ..1...) SOFFIT FRAMING W HSS COLUMN BASE PLATE 12..j JOIST @ BOX BEAM 1..L.j NO SCALE NO SCALE NO SCALE NO SCALE STRUCTURAL ENGINEER GREG RILEY, S.E., P. ENG. STRUCTURAL 0 NOTE: CONDITION © METAL PAN L 5X5X546 CONSULTANT I. BUILT UP STUD COL. PER - DIAGONAL BRACE - r---- 25381 BEAR VALLEY RD PLAN DECK SIMILAR TO STRUCT ABOVE TEHACHAPI, CA 93561 \\ez9c • , —#12 S.M.S li 12" O.C. PER 16/53.0 C.C. TO VERIFY 805 630 6619 (E) STRUCTURE --. grileype@aol.C OM 12' t METAL STUD PER ' c________________3 t , (E) CONC. SLAB FLOOR - (2) 0.157DIA HILT! LOW 1 16" BRACE TO STUD 1" VELOCITY POWDER DRIVEN qui SECTION ON S2.0 .....- ./...._.0.. CONNECTION TO BE (4) FASTENERS PER ICC ES I #12 SMS (TYP) €.--1-• • • .4.) 2269 1 1/2" EMBEDDED (MIN.) 3 4 I METAL STUD SEAL _ -- . j / 1 JOISTS PER . 1 I SECTIONS ON S2.0 7. • • I _a,,. 1 __ 7 ____ r_ 4, _1• .. • . ko zleixt . .. •• • •. • . ,4 • • . • • • •;a . • ,,„, ) • . ,. , 0 s \ . (4) #12 S.M.S. ...-0 0 .. ' • '• METAL STUD BRACE PER : .. ...... .. ., •. . •: • ROLL UP GRILLE -- STUD TO WF/BAR JOIST SECTIONS ON 52.0. PROVIDE 4 . PER 0 0 •%fr" •<.18 ex' CONNECTION TO BE (2) WEAK AXIS 6" X 20 GA /TA-A-NUFACTURER k 0.157" DIA X 2" LONG BRIDGING/BLOCKING AT 48" TS COL. PER PLAN -- — 1 -r. — SHOT PINS 0 ON CENTER (TYP) 3r TRACK -BEND FLANGE .ii,EQfQ., AND SECURE TO (E) 1 I FLOOR w/ 0.157" HILTI • LOW VELOCITY FASTENERS PER ICC ES 2269 (2) EA. REVISIONS (2) 3 5/8"x14ga STUDS 1 1 I I SIDE. WI; 0 WITHIN (2) 3 "x14ga CHANNEL STUDS. SECURE o ' "-- -"' o NO. DESCRIPTION DATE A PER CITY COMMENTS 6/8/10 w/ #10 S.M.S. (i.. 12o.c. 1 ALONG EACH FLANGE OF 0011 - - 3r dak i _ . TRACK AND sTuD S3.0 0 - _.: 0 1 I I 2" _ — - _ PLAN VIEW "A" STUD BRACING TO STRUCTURE ABOVE LID BUILT UP STUD COLUMN 11. 16.09 fmzij ANGLE IRON BRACE AT ROLL UP GRILLE COLUMN 6..) METAL JOIST TO METAL STUD (..a j NO SCALE NO SCALE NO SCALE NO SCALE — BOX BEAM PER PLAN AND LIGHT GAUGE STEEL SPECS: -- 11/S3.0 _ AMERICAN STEEL FRAMING SOLUTIONS CLEAR SIZE (OR APPROVED EQUAL) PER ICC ESR ' SPAN DESCRIPTION ilk DATE: 4/01/10 NOTE: SLAB OB 2915. WWW.STAUBMETALS.COM I WiP I GRADE CONDITION i MILAR. GC TO (FT) H SCALE: AS NOTED SI ----1- . r VERIFY SITE --,------- 16 DEEP, 1(5 GAUGE E CONDITION. 10'-0" (2)-6" X 16 GA. li"FLANGES / ----- --- GROSS AREA: 2,548 18" DEEP, 16 GAUGE ,--7:-1.-6---- SALES AREA: 1 ,660 SQ. FT. I -350-XDLT 4"xl6ga TRACK (TYP. 1 5'._0" (2)_8" X 1 6 CA. I T&B) 1 inFLANGES \ / METAL STUD BRACE PER PROJECT # : 5.857.0210 -r I' SECTIONS ON S2.0. PROVIDE , ,,i ._ 1_1 10" DEEP, 1 6 GAUGE METAL STUDS PER . ,,,,o,e-. WEAK AXIS 6" X 20 GA DRAWN BY: bdr I I , 20'-O" (2)-10" X 16 GA. . 0 16 GA TRACK TOP OF SECTIONS ON S2.0 I 1 " COL. BR1DGING/BLOCKING AT 48" I TS COL. PER 1 ON CENTER (TYP) II PLAN (HSS) z 25'-0" (2)-1 2" X 1 4 GA. 11 2 DEEP, 1 4 GAUGE 1 - 34" WIDEx6" LONGx16ga PLATE #12 S.M.S. ; ........ . ,: / ...- 11 /Eh < _J 0_ li"FLANGES SECURE TO COLUMN TRACK w/ (2) #12 w/ S.M.S. /- 1 llit— 3.0 L.L.1 1 i" /40r 4e-wr 4 ir ,r I Lu (i) -MEL -STUD COLUMNS PER PLAN r I #12 S.M.S. (TN,-.) PIM% I - - . , i 1 18 CA TRACK W/ #12 1/ em ' I ' 0 ---#12xi" LONGS.M.S. SCREWS O 0 S.M.S. 0 4"o.c. (STAGG.) JOIS.I. PE/ 1 r(E) CONC. DECK 1-- co @ 12"o.c. (TYP.) TO BOX BEAM SECTIO :: C.. S2.Cy II , I / OR SLAB ON 5 ,, F---- ,1-- ei 11 ii 2 ; EMBED I( ,L7 I GRADE . - / NI --- . — • `-- 16 GA. I clij o 1 ° I iNN 1 -- ,/ II _ , HI "_________ U1 U t n ' 3 362-XDLT 4"xl6go TRACK (TYP. TRACK : m I ; -. , (4) #12 S.M.S. (T •' ) T&B) 34" METAL STUD BOX BEAM ' / ir / r _____ __1„ A _fri TYPICAL BOX BEAM CONSTRUCTION 16 GA. Lia PER PLAN AND SECTIONS /,/ ON S2.0 1 DIA. ALL-iTHREAD NOTE: ALL SCREWS SPECIFIED TO BE HILT! KW1K PRO SELF ROD. EPDXY SET DRILLING SCREWS PER ICC-ESR 2196 OR APPROVED EQUAL. ,„,./ I ----- I VIII 2 4" INTO (E) SLAB. ––, _ ,-, — i I _____ _ _ _________ ROLL UP GRILLE COLUMN BASE PLATE 1 2 .- TYPICAL BUILT-UP BOX BEAM r:11) BOX BEAM TO STUD COL. ■ILLIJI ---JOIT CO BOX BEAM WITH BRACE 12 .) _ --------- ---- ---- --- NO SCALE NO SCALE I NO SCALE ----I10 SCALE ----- ---- 0 -HANGER WIRE I' \\-- ,\ ' _..... 6" X 20 GA METAL STUD COMPRESSION I 1________ NOTES: C.C. TO VERIFY -L/R = RATIO NOT EXCEED 200 NOT TO EXCEED C-0'. STRUT BRACING. SECURE TO STRUCTURE ABOVE - - PER 8/S3.0. MAXIMUM STRUT SPACING = 12'-O" \\ (E) STRUCTURE ---L -LAY-IN CEILING SUSPENSION SYSTEM 1 ..p_ SPLAY BRACE WIRE \otrz_ PROVIDE WEAK AXIS BRIDGING/BLOCKING W/6" X 20 GA il N.T.S. 1/4 . =,.:_-------=1. ___ 1 - e, 1/2 LFWGTH OF DIST. AT 48" ON CENTER (TYP) _ ______ 346'' FULL CONTACT - ......__ . , , ,,.. . ' 1 FILLET WELD , TO FIRST MAIN SECURE TO CEILING W/(3) #12 SMS / WASHINGTON SQUARE 9585 SW WASHINGTON SQ. '\ . CROSS TEE - 1--VE" CALAlANGER _WI:5/aNelt;-0"-).c. r... j ==i------_ _ - [ \ N ' -------- / />_____ L8X5X1/4 I I- MAIN RUNNER —ACOUSTICAL PANEL WALL TRIM . -CONT. HORIZ, STRUT TO PREVENT SPREADING OF RUNNERS I I -I- ______ DRILL 532" HOLE FOR 1/8" BOLT AND LOCK- \ I NilUT AFTER CEILING SYSTEM IS LEVELED PORTLAND, OR 97223 SPACE #D08 r / / SUSPENDED CEILING DETAIL © WALL 45 MAX. SECURE SUPPORT WIRES TO ' / / f•%., \ 1 STRUCTURAL STEEL MEMBERS L STORE NO. 47257 , / / L5X5X5/I6 BRACE TO 1 ABOVE - NOT TO ROOF DECK L6X6XY4 TO WF BEAM / / HSS COLUMN AT GRILLE 7-SEISMIC i LOCKING PIN % ...0.0- CONNECTION TO BE -7,54,6" / / COLUMN - -', „ ----- -%--- ., MAX. FILLET WELD FULL " / I - - -- *°‘00 - 45 MAX.,. op ,..t14 _ / k , \ CONTACT 1 'I\. \\,-.%/7 /''' /0.0.. ."*4- /-45 MAX. SHEET TITLE . i LOCKING CLIP TO FASTEN CROSS ,d. 40,0■ x / `.,- --'''-. .. .-' s , \`s 441F- TEE TO MAIN RUNNER --v- . '. ,2%, % (3) TURNS MIN. IN '.;.0/6,, \ „..-.,...- ....: ---,,,, , v -....., SPLICES AND INTERSECTIONS OF ' -.\ct4 1-1/2" (TYPICAL) STRJCTURAL r 0 I , \4'., - ''' , --,' --" ■ RUNNERS SHALL BE ATTACHED WITH MAIN RUNNER -0)7:12ga SPLAY WIRES - SPLAYED 90 FROM <)!,--'-',----- ' , MECHANICAL INTERLOCKING CONNECTORS -C',ROSS TEE LACH OTHER AND 45 r-ROM CEILING PLANE HTOREFRON I DETAI L_ (--- - . SUCH AS POP RIVETS, SCREWS; PINS, NOTE: SEISMIC BRACING OF SUSPENDED CEILING HAS BEEN I PLATES WITH BENT TABS, OR OTHER MAX WIRE SPACING == 6 -O" O.L. DESIGNED PER THE APPLICABLE SECTIONS OF ASCE 7-05 I MAN RUNNER -- APPROVED CONNECTORS FOR 2x UI 13,5.6,2.2 ANT) 2007 0.S.S.C. SECTION 16131 WITH "STATE WIDE , ;' L-C ROSS TEE LOAD OR ULTIMATE AXI.AL OR COMPREF.SION _HANGER WIRE ALLOWABLE TENSION (MINIMUM 60 LBS.) #12 170 lbs. 4'-C.,'' o,c, max. CODE INTERPRETATION" MEMO DATED 04-.20.07, THIS DOCUMENT #10 300 lbs. 5'-0" c.c. max, SHALL BE CONSIDERED AS A PART OF THESE PLANS, . ' . cl--. t 0 ANGLE /RON BRACE TO STRUCTURE ABOVE - i , . ' 6 -- SEISMIC CEILING BRACING DETAIL 1 I 3 SHEET NO. , --) ) ;,. : '— -- NO SCAl E c__. ; t i