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Home My WebLink AboutCASCADE VILLAGE MILLRACE CONDOMINIUMS COMMON 1 LEGAL (2)Cascc^cJe V t\\c"qq Arec\ f\ni\\cctcL phc.se_ S _ ru,?\ann,nt o INI}EPENDEhIT TESTING & INSPECTION SERVICES INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page OBSERVATION REPORT Client: J,L. Viele Construction Co.lTlS Job No. 010906 Date: -![$1QQ-.!-!!3--06 project: westhaven condominiums Location:Vail, Colorado lnspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your of convenience. I./l/\)a144 David L. Sturgeon President ICBO Certified lnspectcl AWS QC-1 #82122691 Resident Level lll '= IR]2[|7 lllla AFrn[,LEI] UN 07J F) rj]l TOWN OF VAIL I INDDPENDENT TESTIN?* INSPECTION SEIiYICES INC. 12084 VASEEN CT. coNtFER, co 80433 (303) 674-7650 FAX (303) 674-7s60 Page 2 ot 2 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturgeon lTlS Job No: 010906 Date: 10-26-06 & 1l-3-06 Inspectons of: Structural Steel _ Other ApplicableCode/sorStandards: ACI , JBC and Project Steldards AREAS OF INSPECTION 1) Footing and Retainj-ng Wa11 on Eleven Line between C and D Iines, Section K of 55.01 was used in judging the placement. 2) The wa11 ties were maded this date; however, the footings were previously v iewed . List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) The #4 vertical bars were found noit tied to the dowelled-out footing bars. The contractor retied the vertical wall bars to l-ap with the dowelled bars. 2) No deficiencies were observed. After rework, j.nspections of the vertical wa1l bars finds them lap apliced with the dowe1led, vertical footi.ng bars, The rework was found conforrning. o ING Vai1, Colorado J.L. Viele Construction Co' INDEPENDENTTEST &, Page OBSERVATION REPORT tTts Job No. 010906 Date' INSPECTION SER,IrICES TNC. l2O84VASEEN CT. CONIFER,COLORADO 80433 303474-7560 FAX 303$zf-7560 of 10-3-06 hlesthaven Condominiums Location:Project: David L. Sturgeon Inspector: This report package contains information concerning specific tests and inspections of structural steel welding, struciural nofting]'"ttu"tri"f-sprayeO tireprootiirg, and/or nondestructive testing' The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form' Also included may be l1s' "List of outstanding Discrepancies" (o.D. Lis0- The o'D' List will be consecutively numberedior E""n p"S" issueOlnroughout the duration of the project' Each individual iiem fisteU wllt atso be consecutively numbered' lf there are any questions regarding the content of this report, ptease feel free to contact lTls at your auuL David L. Sturgeon President ICBO Certified InsPector # AWS OC-1 #82122691 Resident Level lll 138247-85 Or*op*tuDENTTnmrxfl INSPE{'TI ON SERVICDS INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7569 FAX 303-674-7560 i#i#ilsi,& FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The following listed levels and areas, as described herein, were inspected and tested in accordance with ICBO 7-6. Date: 10-3-06 Type of Fireproofing Matenal Inspected: MK-6 Level of Inspection:Levels Tvo & Three of Bul B. Leveel Four of Bulld Area Inspected: ]-so Yatc -F.5/10-A-E/r-7 A and List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D. item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards, as applicable. of this inspection, all vtsable 4.liSi9!919S-IgI9--I9 ed. Sone additional List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. COMPONENTTESTED U.L. DESIGN / RATING REQI/IRED THICKNESS 1 Beams D-925 2 Hr.5,/9" * l-r/2'l 2.Beans N-782 2 Hr.7/16" - 9/16" 3.Decking D-925 2 llr.3/8' 4. 5. 6. Patching of trade darnage has been conpleted in Buildines A and B. At the time inspections nay be required for other areas of trade damagen LEVEL GRID LINE COMPONENT U.L. DESIGN I 2. J. EPEITDENIT TESI' CTION SERYICES 12084VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAx 303-674-7560 Page of OBSERVATION REPORT J.L. Viele Construction Co.lTtS Job No. 010906 Date: 8-9*06 - Proiect:!'lesthaven Condominiuns Location:Vai1, Colorado Inspector:David L. Sturgeon This report package contains information concerning speciflc tests and inspections of structural steel welding, structural bofting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' 'List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issuedlhroughout the duration of the project. Each individual item listed will also be consecutively numbered' lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. o INI) INSPE o ING & INC. ,C David L. Sturgeon President I CBO Certifi ed InspectorYl'l 38247 -85 AWS OC-1 #82122691 Resident Level lll rft "*ENDENrtr.rftc & INSPECTION SERVICES INC. 12084 VASEEN CT, coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 3 F'IELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITISJobNo. 0i0906 Date: 8-9-06 Field Made Welds: X Shop Made Welds: _ Type of Weld Inspected: Fillet X Groove .- Other Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded ApplicableCodeorstandard: Alr/S, fBC and Project Standards BUILDII{G B Level or Elevation: Level Four AREAS OF INSPECTION Core Embed Connections Grid Line Location(s) encompassing the area(s) inspected/tested: North & South Cores Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D.Listifapplicable. The field welding of the connectj,ons was found conforming. HNIJII{G B Level or Elevation: Level Four MIAS and Decking Grid Line Location(s) encompassing the area(s) inspected/tested' A*E/1-10 Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The headed anchor studs were tested. Two were rewelded.---._ reinspected and found conforning. BIJII,DII{G A Level orElevation: Level Four N of 55.13 Steel Beam at Concrete Wa1l Grid Line Location(s) encompassing the area(s) inspected/tested: N & 4 Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D.Listifapplicable. The connection has been completed and found conforming. t*fir'DNDDT{TTEsrr^Q * 12084 VASEEN CT. coNtFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS BIIIIJIIIG A lnspector:tTtS Job Nq 010906 Inspections of: Structural Steel Other Reintorc Applicable Code/s or Standardsl------feT]Bt and Proiect Stan INSPECTION SERITICES INC. Page 3 of AREAS OF INSPECTION BUILDING A 1) South Stair Entry 2) Stor Room Bl Drawing 50,02, Sections K and L were used The bar placements, spacing and splicing construction. No deficiencies were unresolved. and the List any departures from the stated codes or standards, condition with the assigned O.D. item number. for these inspections. were viewed at different stages of reinforcing was judged as conforming. Also provide a critique for each nonconforming A oo INDEPENDENTTESTING & INSPECTION SERITICES TNC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 ot 2 OBSERVATION REPORT Clientr J. L. Viele Consrruction Co. lTlSJobNo. 010906 Date: 8-29_06 . lrlesthaven Condominiums Location: Vai 1 , ColoradoPf1.|left. David L. Sturgeonlnspector: This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' 'List of Outstanding Discrepancies' (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. ff there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. / David L. Sturgeon / ,/President \-/ ICBO Certified I nspector #1 1 38247 -85 AWS QC-1 #82122691 Resident Level lll rrGnpENDENTrnsrtc & IISSPDCTION SDRVICIDS INC. 12084 VASEEN CT. coNtFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITISJobNo. 010906 Date: 8-28-06 Field Made Welds: X Shop Made Welds: Tlpe of Weld Inspected: Fillet X Groove _ Other Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded Applicable Code or Standard: BUU,DIIIG B Level or Elevation; Roof AWS, fBC and Project Standards AREAS OF INSPECTION Decking Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and aftach a copy of the O.D. List if applicable . The installation was viewed and found confornJ-ng. B{'IIJING B Level or Elevation: AISC Ninth Srructural Bolted Connecrion Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a coov of the O.D. List if applicable.The structural , bolted connections were viewed for inst.allation and tensioning. No deficiencies were observed. Level or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. o oINDDPENDENTI'ESTING & INSPECTIO1T SERITICES TNC. 12084 VASEEN CT. coNtFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 OBSERVATION REPORT J.L. Viele Construction Co Page 1 of4 7-74-06 & lTlS Job No. 010906 Date: 7-19*06 Location: Vai1. ColoradoWesthaven CondominiumsProject: Inspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, andlor nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item tisted will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenieLc_e. David L. Sturgeon President ICBO Certified Inspect 47-85 AWS QC-1 #82122691 Resident Level lll rfunpuNDurrrrnsrlc & INSPECTION SERIrICES TNC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-67+7560 Page 2 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Stureeon ITISJobNo. 010906 Date:7-18-06 & 7-19-06 Field Made Welds: x Shop Made Welds: - Type of Weld Inspected: Fillet X Groove X Other Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded Applicable Code or Standard: AWS. fBC and Proj ect Standard.c BUII,DING 1 AREAS OF INSPECTION Level or Elevation: Roof Framing E of 55-23 HSS to Embed Connections Grid Line Location(s) encompassing the area(s) inspected/testsd; Core Wa11s Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D, Listif applicable. The field welded connections were found confor:ming- BIIIIJING A Level or Elevation: Roof Franlng V of S5.3 Edqe Anele Grid Line Location(s) encompassing the area(s) inspected,/tested: Grid o Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable.The field welded connections were found conformins. BUII.DING A Level or Elevation: Roof Framins J of. 55.22 Rafter Connections Grid Line Location(s) encompassing the area(s) inspected/tested: Grid Q Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The detailed connections on the C . D . 's call f or a wet rt - These connections were provided with bolts. The bolted connections were found conformine. rlnnpnNDnNTrnsrltc & TNSPECTION SER\rICES INC. 12084 VASEEN CT. coNtFER, COLORADO 80433 303{74-7560 FAX 303-674_7560 Paee FIELD INSPECTION REPORT TORM INITIAL VISUAL INSPECTION OF WELDING Inspector:David L, Sturgeon ITISJobNo- 010906 Date: 7-18-06 & 7-rs-06 Field Made Welds: x Shop Made Welds: _ Type of Weld Inspected: Fillet X Groove X Other Type of Component (ie: column, beam, girder, moment welds, etc.)As Recorded ApplicableCodeorStandard: AWS. fBC and project Stanttards BUIIJIT{G A Level or Elevation: AREAS OF INSPECTION A of 55.22 Chinnev Ca Grid Line Location(s) encompassing the area(s) inspected,/tested: North and South Cores Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D.Listifapplicable. The field welding was found conformlne. HTTIJING A Level or Elevation: Roof Rirtge Ream Grid Line Location(s) encompassing the area(s) inspected/tested: Grid 6/M-N Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D. Listif applicable. The !1121. Mk. #DX-1 . beam is missine the center set of web stiffeners, Mk. #CX5- The erector has contacted the fabricator. and the mi"sittg web stiffeners rill be fleld installed. rrrs will follow-up. BTIII,DING A Level or Elevation: Roof K of 5-22 Welded Beam Connecrions Grid Line Location(s) encompassing the area(s) inspected/tested: Grid 9/M-N Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicabl€. The norrh si rte nf the nanri l evcr i s rompt crp, anrl inspections find t.he welds conforming. of rruft pENDET\T,T rnsrrtlC *, I]TSPECTION SDRITICES TNC. 12084 VASEEN CT. coNtFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L- Sturgeon lTtS Job No: 010906 Date: 7-19-06 Inspections of Structural Steel ffiIoffine PlacetEit-Inspections ot Structural Steel Other- xer.nrorclng Apflicable Code/s or. St"nd"rds AREAS OF INSPECTION 1) Building A, Foundation Level , Elevator and Equipment Rooms 2) Building B, Telephone Room A The reinforcing steel placed was judged for contormance to e of so.02. rnaddition, the bar sizes, splice lengths, dovelled-in-depths'(r"r-tonJ-uu.r")and spacing were j udged. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) The lower, vertical bars for the first ten courses of block were directedto be tied to the dowelled-up bars. This was done. The work vlewed, after the noted corrections, at both locations were judgedas conformlng. INDEPENDENT TESTING & INSPECTIOI{ SERITCES INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303€74-7560 FAX303-674-7560 Page OBSERVATION REPORT J.L.Vie1e Constructlon Co. fftSJobNo. 010906 Date: 7-3L-06 Project:Westhaven Condominiuns Location: Vail' Colorado lnspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there arc any questions regarding the content of this report, please feel free to contacl lTlS at your convenrence. of {,*e{q President ICBO Certified lnspecto AWS QC-1 #82122691 Resident Level lll ,RTT*ENDENT*.rR* &, INSPECTION SERIrICES INC. 12084 VASEEN CT. CoNIFER,COLORADO 80433 303-674-7560 FAX 303-674-7s60 Pase 2 of 3 FIELD INSPECTION REPORT FORM TNITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Srurgeon ITISJobNo. 010906 Date: 7-31-06 Field Made Welds: X Shop Made Welds: _ Type of Weld Inspected: Fillet X Groove _ Other Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded Applicable Code or Standard:AWS, IBC and ProJect Standards BlrrrJlrtrc e AREAS OP INSPECTION Level or Elevation: Roof Roof Decking Grid Line Location(s) encompassing the area(s) inspected/tested: J-Q/1-11 Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. Listif applicable. The decking installation was found confornring. BIIIIDIIIG A Level or Elevation: Roof Field Welded St.ructrual Framine Grid Line Location(s) encompassing the area(s) inspected/tested: Grid 9/M-N Provide information re: conditions of nonconformance. Include the O.D. item number and atlach a copy oftheO.D.Listifapplicabl€. The field welded. moment connections were found conforrning, BUITDII{G A Level or Elevation: Roof Snow Guard Grid Line Location(s) encompassing the area(s) inspected,/test"6' Grids 4 & Q Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D.Listifapplicable. The initial installation was found conforming. ,*ilr*ENDENT t"*"r,G o, INSPIICTION SEBIrICES INC. 12084 VASEEN CT. coNtFER, CO 80433 (3031674-7650 FAX (303) 674-7560 Page of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector:David L, Sturgeon lTlS Job No: 010906 Date: 7-31-06 lnspections of: Structural Steel Other ReTnf 6iiirrg-PlacemEit Applicable Code/s or St"nd"rds AREAS OF INSPECTION t) Building B, Foundatlon Leve1, Trash Room The reinforcing steel placed was judged for conformance to Section Q of 50.02,fn addition, the bar sizes, splice lengths and spaci.ng were viewed. List any departures from the stated codes or standards. Also provide a critigue tor each nonconforming condition with the assigned O.D. item number. 1) No deficiencies r+ere observed, and the placernents werejudged as conforning. INI}DPDNDENT l''ES G& o TIN Page of4 7-18-06 & lTlS Job No. 010906 Date: --Z:l-9:8.6--- Project: Westhaven Condominiums Location: Vai1. Colorado Inspector:David L. Sturgeoq This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered lor each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your David L. Sturgeon President ICBO Certified lnspecto AWS QC-1 ffi2122691 Resident Level lll INSPECTIOI{ SERIrICES INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 OBSERVATION REPORT J.L. Viele Coostruction Co So"oEr{DDNTt"*t(kc & INSPDCTION SERIrICES INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 pase FIELD INSPECTION REPORT FORM INITIAL YISUAL INSPECTION OF' WELDING Inspector: David L. Sturgeon ITIS Job No. 010906 Date: 7-18-06 & 7-19-06 Field Made Welds: x Shop Made Welds: _ Type of Weld Inspected: Fillet X Groove X Other Type of Component (ie: column, beam, girder, moment welds, etc.y A" Recorded of ApplicablecodeorStandard: AWS. rBC and projecr stanrrarris BUII^DII{G A Level or Elevation: AREAS OF INSPECTION Roof Framl E of 55.23 HSS to Embed Connections Grid Line Location(s) encompassing the area(s) inspected/tested:Core Walls Provide information re: conditions of nonconformance. Include the O.Dlem number and attach a copy of the O.D- List if applicable. The field welded connectlons were found coqforning- BIIIIJTilG A Level or Elevation: Roof Framing V of S5.3 Edee Angle Grid Line Location(s) encompassing the area(s) inspected/tested: _ Grid 0 P.ol idi of the O.D. List if applicable. The fleld welded connecrions we@ BUIIJIIIG A Level or Elevation: Roof Framins J of s5.22 Rafter connections Grid Line Location(s) encompassing the area(s) inspected/tested, _ Grid e Provide information re: conditions of nonconformance. Include the O.D.ltem number and att.ch a copyoftheO'D.Listifapplicabl". Th. d.t.i1"d.onr..tion" orr ah" C.D.'"."1I f,.,. r r"rn-These connections rdere provided with bo1ts. The bolted connection, werefound confo Roo*ENDENTTo*r?*c &, INSPECTION SEILIrICES INC. 12084 VASEEN CT. coNtFER, COLORADO 80433 303-674-7560 FAX 303{74_7560 pase FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING of Inspector:ITIS Job No. 010906 Date: 7-18-OO & 7-19-06Field Made Welds: X Shop Made Welds: Type of Weld Inspected: Fillet X Groove X Other Type of Component 1ie: cotumn, beanr, girder, moi6ti"tOs, eic,l Applicablecodeorstandard: Aws. rBC .nd proi.". st.nd"rd" - BT'IIJII{G A Level or Elevation: AREAS OF INSPECTION A of 55.22 Chimney Cap Welds Grid Line Location(s) encompassing the area(s) inspeciffi-Grth and sourh cores Provideinformationre:conditionsofnonconformance.Inc1ude oftheo.D.Listifapplicable. The field weldins was found conformins. BITIIJII{G A web stiffeners Level or Elevation: Roof Li'd Lrne Location(s) encompassing the area(s) f Provide information re: conditions of nonconforman"e. Include the OD it"m ",r."U". una urtu"t u copyof the O.D. List if applicable.- The 1lr2i. Mk. #DX-l . beam -is missino l.ha ,^a','r.,,. oar nr web stiffeners will BIIIIJII{G A Level or Elevation: Grid Line Location(s) encompassing the area(s) inspecGd/t"st"& Provide information re: conditions of nonconformance. of the o'D' List if applicabl.' The norrh sirie nf rhe r.rnt.i rcver is r.nmplate, endinspections find the welds co ,*3r*ENDENTtT*trrQ * INSPECTION SEBIrICDS INC. 12084 VASEEN CT. coNtFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page 4 of 4 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: - _ David L. Srurgeon lTlSJobNo: 010906 Date: l*19_06 P:1""-1t-q!"^1, Structurat Steel - otner neinroicine -piac;meil- Applicable Code/s or Standards:ACf, IBC and Project Standards AREAS OF INSPECTION 1) Building A, Foundation Level , Elevtor and Equipment Rooms 2) Building A, Telephone Roon A The remaining steel placed was judged for conformance to Q of so.02. rnaddition, the bar sizes, splic lengths, dowelled-in-depths (for bond beans)and spacing were j udged. List any departures from the stated codes or standards. Also provide a critique for each nonconformingcondition with the assigned O.D. item number. 1) The lower, vertical bars for the first ten coursed of block were directedto be tied to the dowelled-up bars. This was done- The work viewed, after the noted corrections, at both locations were judgedas conforming. INDEPIINDENI'T TDS G&oTIN 12084VASEEN CT. GONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page of OBSERVATION REPORT J.L. Viele Construction Co.tTtS Job No. 010906 Date: 7-11-06 Project:Westhaven Condominiurns Location: Vail , Colorado lnspector:David L. Sturgeon This report package contains information concerning specific tests and inspeclions of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' 'List of Outstanding Discrepancies' (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. ICBO Certifled Inspect AWS QC-1 #82122691 Resident Level lll INSPECTION SEBITICES INC. David L. Sturgeon TfuBpENDEN'Trnsrfic & INSPECTION SDR,\rICES INC. {2084VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-67&7560 Page 2 of 2 F'IELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Fillet X Groove Other Spot Welds and HAS column, beam, girder, moment welds, etc.)As Recorded Inspector:David L. Sturgeon ITIS Job 111s. 010906 Date: 7-11-06 Field Made Welds: X Shop Made Welds: Type of Weld Inspected: Type of Component (ie: Applicable Code or Standard: BUTIJII{G A . STEEL AWS, IBC and Pro-ject Standards AREAS OF INSPECTION Level or Elevation: Level Four Beam to Embed Connections Grid Line Location(s) encompassing the area(s) inspected/tested:North & South Cores Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D.Listifapplicabls. The field welded connectlons viewed r.rere found cnforming, BUIIDING A _ STEET Level or Elevation: Level Four WHAS and Decki-ng Grid Line Location(s) encompassing the area(s) inspected/tested:Buildlng A Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D.Listifapplicable. Two welded headed anchor studs were found deficient. Thev were reworked and found conforming. The decking was approximately 90% comolece. and that portj-on viewed was found conformins, BIIII,DING A _ SIEEL Level or Elevation: Level Four Column Splices Grid Line Location(s) encompassing the area(s) inspected/tested:Building A Provide information re: conditions of nonconformance. Include the O.D. item number and attach a coov oftheO.D. Listif applica61". The field welded, columa splices r.rere found conforming. - INSPECTION SER,IrICDS TNC. 12084 VASEEN GT. CONIFER,GOLORADO 80433 303-674-7560 FAx 303-674-7560 Page OBSERVATION REPORT Glient:J.L. Viele Construction Co tTtS Job No. 010906 Date: 6-22-06 Project:l'lesthaven Condominiums Location:Vail , Colorado lnspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, strucdural sprayed fireproofing, andlor nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. President ICBO Certified lnspecto AWS QC-1 #82122691 Resident Level lll INDEPDISDENT'IESTING & of avid L. Sturgeon 138247-85 ,Rrt*HIrDnN'' TEsrRo * I]\ISPE CTIOI\T SERITICES TNC. 12084 VASEEN CT, coNIFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 Page FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF' WELDING -ot Inspector:David L. Sturgeon I1'IS JobNo. 010906 Date:6-22-06 Field Made Welds: X Shop Made Welds: Type of Weld Inspected: Fillet X Groove X Other Type of Component (ie: column, beam, girder. moment welds, etc.)As Recorded Applicable Code or Standard: BIIIIJIII{G B AI,IS. IBC and Pro ect Standards Level or Elevation: Level Three _ Field !,le1ded Mornent Connecti on-s Grid Li.ne_Ll'cgtion(s) encompassing the area(s) inspected/teste4' Gri.d A at 8-3 East, 6 East and 5 .7 East ' Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicaflg. Ultrasonic Eesti-ng was conducted on the field welded connections at the listeil locati-ons. The results of these tests find no deficiencies. AREAS OF INSPECTION Level or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. Level or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the 0.D. List if applicable. - n*nEPnNDENT**trrn?* INSPSCTION SERVTCES INC. 12084 VASEEN CT, coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 gt^ .- 3 ffS'lof r'ro--0109tt6-- FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS BUILDINGS A AND B The following listed levels and areas, as described herein, were inspected and tested in accordance with ICBO 7-6. y711s' 6-22-06 Type of Fireproofing Material Inspected: lfi 6 ry Level oflnspection:Levels One and Two Arealnspected' Level 0ne: Buildlngs A and B Leve1 Two: Building B COMPONENTTESTED U.L. DESIGN/RATING REQUIRED THICKNESS I Beams - Level One D-925 2 Hr.5/8" to li" 2.Decking - Level One D-925 2 Hr-3/8" J.Beams - l,evel Two N-782 1 Hr.7/T6tt+ - 9/L6" 4. ). 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D. item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards, as applicable. The decking on Level One, Buildlng B. has not. yet been sprayed. The applicat.r on of sFRM to structural beams was found conforming at the listed locatlons. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L. DESIGN 1. 2. J. o ING & INC. / ---7tl-/',{)r"r*;Xt:G, David L. Sturgeon President f CBO Certified lnspector #1138247-85 AWS QC-1 #82122691 Resident Level lll INDEPENDENTTEST INSPECTIOIT SERVICES {2084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page I of t+ OBSERVATION REPORT Client:J.L. Viele Construction Co.lTlS Job No. Location: 010906 Date:6-13-06 Westhaven Condosdniums Vai1, Colorado Project: Inspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bofiing, structural sprayed fireproofing, and/or nondestructive testing' The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTtS' "List of Outstanding Discrepancies" (O.D. List). The O'D. List will be consecutively numbered for each page issuedlhroughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. ,SotnEirDDINTTDsrf,* * I}{SP|trCTION SDBYICES INC. 12084 VASEEN CT- coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Paee FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITISJobNo.010906 Date: 6-i3-06 Field Made Welds: x Shop Made Welds: - Type of Weld Inspected: Fillet X -, Groove Other Deck Arc-Spot Type of Component (ie: column. beanr. girder, moment welds, etc.) As Recorded ApplicableCodeorStandard: AWS. IBC and Proiect Standards BIIIIJTilG Bt SIEEL Level or Elevation: Level Two AREAS OF INSPECTION North and South Core Embed Connections of4 Grid Line Location(s) encompassing the area(s) inspected/tested:North and South Cores Provide information re: condi of the O.D. List if applicable. itions of nonconformance. Include the O.D. The field welded connections were item number and attach a copy found conforming. BIIN,DING B - SITEL Level or Elevation: Level One AISC Ninth Structural Bolted Connections Grid Line Location(s) encompassir-rg the area(s) inspected/tested:T-9/ A-H Provide information re: conditions of nonconforrlance. Include the O.D. item number and attach a copy of the O.D. List if applicable.The structural, bolted connections uere viewed for installation and tensioning. No deficiencies were observed. BUII,DIilG B _ SIEEL Level or Elevation: Leve-L Two .. WHAS. Deckins and Edee Angle Grid Line Location(s) encompassing the area(s) inspected/tested:t-9/A-H Provide infbmration re: conditions of nonconformance. Include the O.D. item number and attach a copy oftheO.D.Listifapplicable. The decking, edge ang1e, headed anchor stud welding was found conforming. O rooo**ENDEN,T Ttutr*& INSPECTION SERVICES INC. 12084VASEEN CT. GoNIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 ot 4 rrri tor ruo 010906- FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The following listed levels and areas, as described herein, were inspected and tested in accordance with ICBO 7-6. Date: 6-13-06 Type of Fireproofing Material Inspected: MK-6 Level oflnspection:Level One Area Inspected: Buj-ldine A COMPONENTTESTED U.L. DESIGN /RATING REQUIRED THICKNESS I Deck D-925 2 Hr.3/8" 2.Beams D-925 2 Hr.5/$tr - 1 -rtt 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D. item number. All other listed areas of inspection were found to be in confonnance to ICBO 7-6 requirements and project standards, as applicable. Sone minor patching of dropouts is needed, and is scheduled to be completed with Building A Garage area, The application in the referenced area was judged as conforming. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L. DESIGN 1. 2. 3. ,*S*ENDENTTD*TT*?* INSPDCTIOI{ SERIIICDS INC. 12084 VASEEN CT. coNtFER, CO 80433 (303) 674-7650 rAx (303) 674-7560 Page 4 of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS lTlS Job No:010906 9s1g. 6-13-06 Other o Inspector:David L. Sturgeon Inspections of: Structural Steel Rppticaote code/s or standardsl]@9jI9 ect Stan AREAS OF INSPECTION Level One, J and K Lines Plus the Diagonal on Section L of 3511 was utilized in judging thesplicing and dowelling installed at the north B Line bar sizes and placenent. Clearances' core were vie:ated . also . List any departures from the stated codes or standards. condition with the assigned O.D. item number. Also provide a critique for each nonconforming No deficiencies were observed, and the wa11 reinforcing was judged as conforming. INDEPENDDNTTESTING &, INSPDCTION SERVICDS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 June 19,2006 J.L. Viele Construction Co. 1000 S. Frontage Road Suite 202 Vail, CO 81657 Project: Westhaven Condominiums Subject: Conected Report of 5-31-06 The report originally submitted to you for inspections conducted on 5-31-06 contained an eror on page 3 ofthe report. This error has been corrected, and the enclosed report should replace the report previously submitted. Ifyou have any questions, please do not hesitate to call. oo IF{DEPENDDNTTESTING & INSPECTION SERIrICES II{C. 12084VASEEN CT. CONTFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page of3 OBSERVATION REPORT Client:J. L, Viele Construction Co.010906 Date: 5-31-06 Project:Westhaven Condominiums lnspector:Davi.d L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D' List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered' lf there are any guestions regarding the content of this report, please feel free to contact lTlS at your convenience. David L. Sturgeon President f CBO Certified I nspector # 1 1 38247 -85 AWS OC-1 #82122691 Resident Level lll lTlS Job No, Location: ,Srtnn'rD'*rtt.ttc & INSPECTIOI{ SER\rICES INC. 12084 VASEEN CT. CoNIFER,COLORADO 80433 303-674-7560 FAx 303-674-7560 Paee F'IELD INSPECTION REPORT FORM INI'TIAL VISUAL INSPDCTION OF WELDING Insoector: David L.Sturgeon ITIS Job No. 010906 Date: 5-31-06 Field Made Welds: x Shon Made Welds: Type of Weld Inspected: Fillet x Groove Other Type of Component (ie: column, bearn, girder', moment welds, etc.)As Recorded of3 Applicable Code or Standard: BITTLDING B AWS. lBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Level One WHAS Grid Line Location(s) encompassing the area(s) inspected/tested:1-9lA-H Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List_if applicable. The welded headed anchor studs were accousticallv tested.'l'wo weld failures were observed. Repairs were made, and the installation was as contormlnq. BUIIJING B Level or Elevation: Level ONe Decking and Edge Ansle Grid Line Location(s) encompassing the area(s) inspected/tested:r-9/ A-H Provide information re: conditions of nonconfomrance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The decking installation was insoected and found confo'mi ng - Level or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and aftach a copy of the O.D. List if applicable. o '*''PENDENT ttutr*R, INSPDC"TION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 3 lTtS Job pe. 010906 FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The following listed levels and areas, as described herein, were inspected and tested in accordance with ICBO 7-6. Date: 5-31-06 Type of Fireproofing Material Inspected: MK-6 HY Level oflnspectio n: Buildine A Area Inspected:J-Q/2-10 COMPONENTTESTED U.L. DESIGN/RATING REQUIRED THICKNESS I Beams N-782 1 Hr 7/t6" + 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D. item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards, as applicable. The initlal spraying has started on Level Two in Building A. Substrate inspecti-ons and product verification inspections find the work conforming. Application inspections are scheduled for the week of 6-4-06. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L. DESIGN l 2. 3. 12084 VASEEN CT. coNtFER, coLoRADO 80433 303_674-7560 FAX 303_574_7560 Page 1 og OBSERVATTON REPORT Client: J.L- Viele Construction Co.010906 Date; 6-5-06 Project: I'/esthaven Condomini.uns Vail , Colorado Inspector;David L. Sturgeon oo I1TDEPENDENTTESTING &INSPNCTION SIDRVICES INC. lTlS Job No. Location: 38247-85 This report package contains information concerning specific tests and inspections of structural steelwelding, structural bolting, structural "pr"y"o tii"prooring, anolor nonoestructive testing. The specific criteria utili'ed in judging the degree of conformance for each area of inspection arecontained on each individual inspection form] -- Also included may be lrls--List,of outstanding Discrepancies' (o.D. List). The o.D. List wiil beconsecutively numbered for each page issued"throughout the d;;tid;iine proiect. Each individuaritem listed will also be consecutivdfy-nrmOeieO.- ' IJfffi,il"#y questions regarding the content of this report, ptease feetfree to contact tT|s at yourln David L. Sturgeori President ICBO Certified AWS OC-1 #82122691 Resident Level lll INDNPENDEN. ''U*,,Q*SPECTION SERVICES INC. 12084 VASEEN cT.coNtFER,coLoRADO 80433 303_674-7560 FAX 303-674_7560 Page 2 sg z mlS.too r'ro] otogoo- FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTION' BT,II,DTI{G A ;irii"Jf|t;%listed levels and areas, as described herein, were inspected and tested in accordance Date: 6-5-06 Type of Fireproofing Material Inspected:MK*6 Level oflnspection:!9191" Two and Three o IN Area Inspected: Buildine A: J_Q/l_lO List any deficiencies noted that do not conform to^ICBo 7-6 requirements and assign an o.D. itemnumber. AII other risted areas of inspection."r" ro""a t b"il;;;ilili"" to ICBO 7_6requirements and project standards, ; "dd;" samples will be taken at a fater date. - List areas by grid line and level where density samples for lab testing were removed. Results of thedensities will be reported separately,p"" ."tpi",_r. U.L. DESIGN/RATINC N-282 1 Hr. LE\TEL GRID T,INT',COMPONENT UT.DEffiI 2. J. oo INDEPENDENTTDSTING & INSPECTION SERVICDS IITC. 12084 VASEEN CT. CONIFER,GOLORADO 80433 303-674-7560 FAX 303-674-7560 Page I of 3 OBSERVATION REPORT Client: J. L. Vlele Consr.rucrion Co. |TIS Job No. 010906 Date: 5-31-06 Project:trrlesthaven Condominlums Location: Vail , Colorado Inspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. / David L. Sturgeon i ,/President lJ ICBO Certified I nspector # 1 1 38247 -85 AWS QC-1 #82122691 Resident Level lll ti' o nmtr{D'*t "t.t?nc & INSPECTION SEIiIrICES INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 3 FIEI,D INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING lnspector: David L. Sturgeon lTlSJobNo. 010906 Date: 5-31-06 Field Made Welds: X Shop Made Welds: _ Type of Weld Inspected: Fillet x Groove _ Other Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded Applicable Code or Standard: BUIIJING B AWS, TBC and Pro.iect Standards AREAS OF INSPECTION Level or Elevation: Level One Grid Line Location(s) encompassing the area(s) inspected/tested: 1-9lA-H Provide information re: condilions of nonconformance. Include the O.D. item number and attach a copy ofthe O.D. Listif applicallg. The welded headed anchor studs were accoustically tes Two weld faiir]res we the instal lation was jUdgeal as conforming. BINIJ}TNG B Level or Elevation: Level ONe Decking and Edse Ansle Grid Line Location(s) encompassing the area(s) inspected/tested: 1-9lA-H Provide information re: conclitions of nonconfolmance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The decking installation was inspected and found conforming, Level or Elevatior"r: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: condilions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. o r*,,*PnNDE rrtt.tr*?* INSPECTION SERVICES INC. 12084 VASEEN CT. coNtFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 3 tTlS Job No. 010906 FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The following listed levels and areas, as described herein, were inspected and tested in accordance with ICBO 7-6. Date: 5-31-06 Type of Fireproofing Material Inspected:MK-6 HY Level oflnspection: Area lnspected: COMPONENTTESTED U.L. DESIGN/RATING REQUIRED THICKNESS I Beans N-782 I Hr.7r/6"+ 2. J- 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D. item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards, as applicable. The initial spraylng has started on Level Two in Building A, Substrate inspections and product verification i-nspections find the work conforming. Application inspectlons are scheduled for the week of 6-4-O6. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPOFIENT U.L. DESIGN 1. 2. J. Client:J.L. Viele Construction Co, o INDEPENDENI'TESTING & INSPECTION SEBITICES INC. l2O84VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page OBSERVATION REPORT tTts Job No. 010906 of Date: 5-23-06 Project:lr/esthaven Condomini-urns Location: Vai1, Colorado lnspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your President f CBO Certified Inspector #1138247-85 AWS QC-1 #82122691 Resident Level lll tfbo*END'*rto*tftc & INSPECTIOI{ SER,IrICES INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674_7560 FAX 303-674-7560 page FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Insnector: Dav j-d L.S t urgeon ITIS Job No. 0i0906 Date: 5-23-06 of Field Made Welds:Xg hop Made Welds: Type of Weld Inspected: Type of Component (ie: Fillet X Groove Other column, beam, girder, moment welds, etc.)As Recorded Applicable Code or Standard: BUII,DING B AREAS OF INSPECTION taeyglgrElevation: Level One H o! €!_._lt_ _l[elde4 ream to Embed connecl Grid Line,L^ocutionl " j-arrd-9-.r,d noith "r,dsoutn cores Provide information re: conditions of nonconformance. Include ttre O,Ojtem nu-6et *a "tt*tt " ""pyof the o.D. List if applicable. The connection.__J.g"r4_ "u._e f ound conf ormins , BIILDING B Provide information re: conditions of nonconformance. Include the O,O. item numGr and attach a coov ofthe O.D. List ifapplicafle. The anchor rod to cournn base connecrions were foundconforming. Level or Elevation; Foundation Column Base Connections Grid Line Lo"utionl BIIITDTNG B Level or Elevation: tevel One L and G of 55.13 Ledse es Grid Line Location(s) encompassing the area(s) inspected/tested:Core Locat.ions Provide t" oftl1o,D,listifapplicable. The ledge ans_le_rsslgtfelien h'qq found confornins;however , two -w:edge a Ene next vtsat. f,oo*END'NTto.tlkc & IITSPD CTIO1T SERIrICE S INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303_674_7560 FAX 303_674_7560 pase F'IELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Scurgeon ITIS Job No. 010906 Date: 5-23-06 Field Made Welds: X Shop Made Welds: _Type of Weld Inspected: Fillet X Groove Other Type of Component (ie: column, beam, girder, moment welds, etc)As Recorded of Applicable Code or Standard: BUIDLIIIG B Level or Elevation: Level One AREAS OF INSPECTION AISC Ninth Structural Bolted Connecitons Grid Line Location(s) encompassing the area(s) inspeaed/tesGd:A-J 12-9 item number and attach a copyoftheO.D. Listifapplicable. The structural, bolred connecrioand tensioninf. tqo a r ion Level or Elevation: Grid Line Location(s) encompassing the area(s) inspectealtested: Provide information re: conditions of nonconforman"e. I*lnd" th" o-D.item number and attach a copyof the O.D. List if applicable. Level or Elevation: Grid Line Location(s) encompassing the area(s) inspeitealteste* Provideinformationre:conditionsofnonconformarrce.Inclucl of the O.D. List if applicable. INDEPENDDNT TESTING & INSPECTION SERYICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303-674-7580 FAX 303-674-7560 Page OBSERVATION REPORT Client:J.L. Viele Construction Co.lTlS Job No. 010906 Date: 4-3-06 Project:West.haven Condomini"ums Inspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed flreproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. of David L. Sturgeon President ICBO Certified Inspector AWS QC-1 #82122691 Resident Level lll ,*S*E*DDNTTESTttG* INSPDCTION SDRIrICDS II{C. l2084VASEEN CT. coNtFER, CO 80433 l3o3l674-7650 FAX (303) 674-7560 Page of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector:David L. Sturgeon lrts Job No: 010906 Date:4-3-06 Inspections of: Structural Steel Other Applicable Code/s or Standards: AREAS OF INSPECTION BUILDING B 1) North Stair Core, Grids L-4/E-F, Elevation 8040' through 8052' D South Stair/Efevator core, Grids 7-LI/E-F, Elevation 8040' through Bo52' The placement splicing and of the reinforcing steel was judged for size of bars, spacing' clearance . List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) and 2). At both locations, the vertj.cal dowel rods #6ts r/ere found short inlength,andnotproperlylappedatsplicepoints.Corrections 'eremade'andboththenorthandsouthcoreswereapproved. I oo INDDPENDENT'IESTING & INSPIICTION SEI3VICES INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page r ol 4 OBSERVATION REPORT g;;sn1; .J . L. Viele 9opnstruction Co. lTtS Job No. 010906 Date: 4-26-06 project: Westhaven Condoniniums Location: Vail, Colorado tnspector: David L' Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. ICBO Gertified lnspector #1 138247 -85 AWS OC-1 #82122691 Resident Level lll rlnnpENDENr*n r"tc & INSPECTION SEIIVICDS INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303_674_7560 Paee FIELD INSPECTION REPORT TORM INITIAL VISUAL INSPECTION OF WELDING InspecLor: David L, Sturgeon ITIS Job No. Oi0906 Date: 4-26-06 Field Made Welds: X _ Shop Made Welds: Type of Weld Inspected: Fillet X Groove Other Type of Component (ie: column, beam, girder, moment weldr, "t y As Recorded Applicable Cod; of BUTLDING A AREAS OF INSPECTION !.y:lgrElevation: Level Three Reference Mfs. Dwss. WHAS and Deckino Urtd Lrne Location(s) encompassing the area(s) inspected/tested: 1-10A/J:Q Provide inl'o. of the O'D. List if applicabl". Th" ffiAS urd d..k in"a.ll.rton "".u fomd .onforrinr. BUTTDING A Level or Elevation: Level Three Core Embed Connec ti ons Grid Line Location(s)encompassing the area(s) inspected/tested:North and South Cores Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. No def iciencies were observed . Provide inlbrmation re: conditions of nonconformance. Include the O.D. BUILDTNG A Level or Elevation: Level Three F of 50.03 Balcony Connections Grid,Line Lo"otionl( three Uonnecitons iir Each Locatibn) of the O.D. List if applicable. The six and found confo.mine . - item number and attach a coov illnnpENDEN,r ro udkc &, INSPECTION SERVICDS INC. 12084 VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303_674_7550 page F'IELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING F-ield Made Welds: X Shop Made Welds: ITIS Job No. 010906 Date: 4-26-06 Type of Weld Inspected: Fillet X Groove Other Type of Component (ie: column, beam, girder, moment welds, "tr;As Recorded of Applicable Code or Standard: BUILDING A AREAS OF INSPECTION !."y:i:t Elevation:. : Leve1 Three Arsc Bolred connecirionsund Lrne Locahon(s) encompassing the area(s) inspected/tested: J-Q/r-ro Provide information re: conditions of nonconformance. Include the O-Dit.m oumbei and att*ir u "owof the O.D. List if applicable. AWS, IBC and Project Standards installation and tensi were oDserved. Of those connections viewed no deficiencies I-evel or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provideinfbrmationre:conditionsofnonconformance.IncludJ of the O.D. List if applicable. Leve I or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number ana i-tactr a copy of the O.D. List if applicable. rnftpnNDnNTto*trrnQ * TITSPECTION SERVICES INC. 12084 VASEEN CT. coNtFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS tTtS Job No: 010906 Rei"nforcTriFTteei Inspector:David L. Sturgeon Date:4-27-06 lnspections of: Structural Steel Other Apptica ble Code/s or Standardsl-----7Til-IBe- "; a P. o AREAS OF INSPECTION Location l) Building A, North Stair and Elevation 8O22, to 8085' at on the North South Stair and Elevator Cores From the South and Elevations BO74' to 8084' The placement of reinforcing steel at both locations was judged for size,quantities, spacing and splicing. Llst any departures from the stated codes or standards. Also provide a critique for each nonconformino condition with the assigned O.D. item number. Location I) At both locaEions, the reinforcing steel was found properly placed and of conforning quantities. oo INDEPENDENT TDSTING & IISSPECTION SERYICES Ilt{C. 12084 VASEEN CT, CoNTFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page OBSERVATION REPORT J.L. Viele Construction Co.lTtS Job p6. 010906 Date: /+-17-06 & 4-20-O6 Project:Westhaven Condominiums Location:Vail , Colorado Inspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. ' i L'---r, .<7--z--,tA,re-#%@ President ( / ICBO Certifi ed I nspector # 1 1Y8247 -85 AWS QC-1 #82122691 Resident Level lfl of ,$oo*DNDENTt".tfic & INSPECTION SERIrICE S INC. t2084 VASEEN CT. CONIFER,COLORADO 80/+:!3 303-674-7560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING 4-17-06 & Inspector: David L. Sturgeon ITISJobNo. 010906 pals'4-20-06 Field Made Welds: I Shop Made Welds: Type of Weld Inspected Fillei- Groovi Other Decking , Spot .and Seam welds Type of Component (ie: column, beam, girder, moment welds, etc') As Recorded Applicable Code or Standard:AWS, IBC and Project Standards Level or Elevation: Level One AREAS OF INSPECTION Welded HAS Grid Line Location(s) encompassing the area(s) inspected/tested: K:Q/1-10 Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable . Accoustsical testing was conducted on the installed HAS' The tests conducted found the quantities of HAS, as well as the quality' con- formlne. Level or Elevation: Level One Decking Edge Angles and Closures Grid Line Location(s) encompassing the area(s) inspected/tested: K-Q/1-10 Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable . The decking installation was found conforming' Level or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. IISSPECTION SERYICES IITC. 12084 VASEEN CT. coNlFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page FTELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector:David L. Sturgeon Inspections of: Structural Steel Rpf licabte Code/s or standardsll]]-leTJ!9-el AREAS OF INSPECTION BUILDING B 1) North Stair Core, Elevation 8064' - 8O74t, on Grids 1-4 2) South Elevator and Stair Core, Elevation 8064' - 8085' 3) Foundation Wall and Pilaster, Along Grid 10/F-F'9 The reinforcing steel placed was judged for conformance ln quantities' size, splicing, spacing and clearances. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) and 2) At both locations, the reinforcing placed was found conforming. 3) At this location, the wa1l reinforcing was found conforming' rxn?pENDDNT Tnsrrf$?o lTlS Job No: 010906 Date:Other neiiT6iEiif3tee! of 4-17-06 & 4-20-o6 7't#'INDIIPDNI}T]NT TE STING & I =z--2fi),' I ./i -/'11/a^412. David L. Sturgeon ,/President f CBO Certified lnspector #1 1 38247 -85 AWS QC-1 #82122691 Resident Level lll INSPECTION SEBITICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303474-7s60 FAX 303-674-7560 Page 1 s1 3 OBSERVATION REPORT Client: J.L.Viele Conwstruction Co. fflSJobruo. _t1!999_ps1s; 5-9-06 & 5-11-06 project; _ hlesthavens Condomlniuns Location: Vai1, Coforado n^..-. r r sturgeonlnspector: r-'<r v -Ltt L ' This report package contains information conceming specific tests and inspections of structural steel welding, structural bolting, structural sprayed flreproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form- Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenlence. ,SoooDNDENrto*rRc &, INSPECTIO1T SE|RYICES INC. 12084 VASEEN CT. CoNIFER,COLORADO 80433 303-674-2580 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITISJobNo. 0fO9O6 pale- 5-9-06 & 5-11-06 Field Made Welds: x Shop Made Welds: =- Type of Weld lnspected: Fillet X Groove -- Other Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded ApplicableCodeorStandard: AWS, IBC and Project Standards BTIIIJIIIG A STSEL Level or Elevation: Level Four AREAS OF INSPECTION Embed Connecitons Grid Line Lo.atiool Provide information re: conditions of nopconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. No deficiencies were observed. BUILDITIG A STEEL Level or Elevation: Level Four AISC Ninth Structural Bolted Connections Grid Line Location(s) encompassing the area(s) inspectedltested: J-Q/1-ro Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicatle.The structural , bol-ted connections were viewed and judged for conformance of installarion and tensioning- Of those viewedt no detiaiencies were observed. Level or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a aopy of the O.D. List if applicable. a Inspector:David L. Sturgeon ooINDDPENI}ENT TESTItr{G & INSPECTION SDRITICDS INC 12084 VASEEN CT, coNlFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS lTtS Job No 010906 of Date. 5-9-06 & 5-11-06 Steel--Inspections of Structural Steel __ Apf licable Code/s or Standards'l]-Tdfl-TB-C AREAS OF INSPECTION BUII,DING B L) Spread Footings, D.5 and 4 Type (H), D.9 and 8 Type (F) and C and B Type (F) The reinforcing steel was viewed for conformance to bar slzes, placement, splicing' tolerances and quantities placed. SK25 was also used at C and B. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) No deficiencies were observed at the listed locations, and the relnforcing placed vas judged as conforming. INDEPENDDNTI'ESTING & INSPECTIO1T SER\rICE S I1TC. 12084 VASEEN CT. coNrFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 Page I of OBSERVATION REPORT Glient:J.L. Viele Construction lTlS Job No, 010906 Date: 4-10-06 & 4-1 3-06 Project:Westhaven Condonini.uns Location:Vai1. Colorado lnspector:Davi.d L. Sturgeon This report package mntains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, andlor nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. ICBO Certified lnspector #11 AWS QC-1 #82122691 Resident Level lll ,* '?*END DN'T TE srr'T Co INSPECTION SDBYICDS II{C. 12084 VASEEN CT. coNIFER. CO 80433 (303) 674-7650 FAX (303) 674-7560 Page of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS lTlS Job No: 010906 Other 4-10-06 & 4-13-06Inspector: Inspections of: Structural StB€l , == , ="Applicable Code/s or Standards: AUr ' rrju AREAS OF INSPECTION BUILDING B f) North Stair Core, Elevation 8052' - 8064', Grj-ds 1-4. 2) South Stair and Elevator Core, Elevation BO52' - 8064', Grids 7-11 3) Spread Footins: Type (L) at F-9 and 4; Tvpe (F) at F.3 and 8; and, Tvpe (C) at F.9 and 10 4) Foundation Wa11 Along Grid 1O/F.3 to F.9. J of 5501 was used for lnspecti-on. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) and 2) At both core locations, some of the vertical bars at elevation 8064' were found untied. At the north core on one 1ine, one #6 verticaL bar reas found with a saw cut 802 through the bar. At the south core, southl{,est corner, the vertlcal corner bar was missing. CORRECTIONS AND REINSPECTIONS 1) and 2) At both core locations, the necessary corrections were made, and reinspections find the rework conforming. 3) and 4) At these three locations, no deficiencles were observed; however, adiustments for clearances were made. ,So"*ENDENTtt*tfic & INSPECTION SERYICES TNC. 12084 VASEEN CT. CoNIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Pase FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF' WELDING Inspdctor: David L. Sturseon ITISJobNo.010906 Date: 4-10-06 & 4-13-06 Applicable Code or Standard: AREAS OF INSPECTION BUIIJING A Level or Elevation: of Field Made Welds: x Shop Made Welds: - Type of Weld tnspected: filtei X Groove Other lunnl and Decking Type of Component (ie: column, beam, girder, -frilrrt *"1d.' "t Level One AISC Ninth (A-325N Type) Structrual Bolted qq1. Standards Grid Line Location(s) encompassing the area(s) inspected/tested;1-11lJ-Q p.o"la" i"fo.mation re: conditions of nonconformance. Include the O.D. item number and of the O.D. List ifapplicable. The structural , bolted connections- were -viewed attach a copy for installation arrd t".r"iorring. Th. connections viewed in the referenced area were fo@ent to the i-nitial inspections conducted on Apr where several connections were inconplete. Level or Elevation: Level One Field Welded Momen! Connections Grid Line Location(s) encompassing the area(s) inspectedy'tested:Kand6 Provideinformation re: conditions of nonconformance. Include the O.D. item number and attach a copy of the o.D. List if applicable. The flange connections were visually j-nspected. - The -bolted lreb connections was welded in lieu of bolting due to mismatched hole tterns, The web ""ldu *." found fuil length and full size. The quantity of the field welding was also found conforming. Level or Elevation: Level One K of 50.03 Beam to Embed Connections Grid Line Location(s) encompassing the area(s) inspected/tested: the north and south core connections. Grids Q and 11, alsr Provide information t", "onditi* of nonconformance. Include the O.D. item number and attach a copy oftheO.D. Listif applicable. The field we14ed cg{rnections were found conplete and conforming in weld ze, quantity and q ,rS*oENDEN'rto.t.to * INSPECTION SERIrICDS INC. 12084 VASEEN CT. GoNIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 4 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OX' WELDING Inspector: David L. Sturgeon ITISJobNo. 010906 Date: 4-10-06 & 4-13-06 Field Made Welds: x Shop Made Welds: - Type of Weld Inspected: Fillet X Groove - Other lrlHAS and Deckine Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded Applicable Code or Standard:AWS, IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Level One Reference Deck Drawi,nes Deckine and Edee Anqle Grid Line Location(s) encompassing the area(s) inspected/tested: 1-11lJ-Q Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The decking installation and fastenine were found conforning. Level or Elevation: Foundation G of 55,01 Column Rase C o nnesLions- Grid Line Location(s) encompassing the area(s) inspected/tested: 1-11lJ-Q Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The column base anchorages were found conformins. Level or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. ? I oo INI}EPNNDENT TESTING &, INSPECTION SERIrICDS INC. 12084 VASEEN CT' CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page OBSERVATION REPORT J -L. Viele Construction tTlS Job 116. 010906 P21s& Westhaven Condominiums Location:Vai1. Colorado David L. Sturgeon of 3-20-06 J-ZJ.UO Ploiect: lnspector: This report package contains information concerning specific tests and inspections of structural steel *"iOinfi "trl"turaiOotting, structural sprayed fireproofing, and/or nondestructive testing' The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form' Also included may be lTls' "List of outstanding Discrepancies" (o.D. List). The o-D. List will be "on"""uiiu"f, numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered' lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. David L. Sturgeon President AWS OC-1 #82122691 Resident Level lll I ,,*oli *E*D ENrr rE srrN?* INSPECTION SERVICDS INC. 12084vAsEEN CT. coNlFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector:lTlS Job No: iL090,9-- Date: & 3-23-05 Other Reinforcrne St""l AREAS OF INSPECTION BUILDING A 1) North Stair, Grid N, Elevations 8078-8090 2) South Stair, Grid N, Elevations 8078-8090 3) Spread Footings, G.5 & 8, Tvpe J' H'5 & 4 Tvpe J, L & 8 Tvpe M' L & 4 Type K and M.5 & 7 TYPe D. The above locatlons were inspected for bar size, quantity' splicing and clearances as specified in the contract documents. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. The extra bars required in B of 54.03 were not placed. The contractor placed the missing bars. and 3) No deficiencies were observed, and the placements were judged as conforming. of 1) 2) INDDPENDDNTTDSTING &, INSPECTION SDRVICDS II{C. 12084 VASEEN CT. CONIFER, COLORADO 80433 303-574-7560 FAX 303-674-7560 Page 1 ot 2 OBSERVATION REPORT Glient: J.L. Viele Construction Co' 11lS Job 11s. 010906 palq' 3-15-06 project: l,lesthaven iondominiums Location: Vail' Colorado Inspector: Davld L' Sturgeon This report package contains information concerning specific tests and inspections of structural steel wefding, structurai bolting, structural sprayed fireproofing, andlor nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List), The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenlence. A"-,.- David L. Sturgeon ( ./President l/ f GBO Certified Inspector #1 138247 -85 AWS QC-1 #82122691 Resident Level lll INSPECTION SERIrICDS INC. 12084 VASEEN CT, coNtFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS David L. Sturgeon Api,rl."ur" code/s or stanoaiJsl@ =gg rrv$ pEND ErilT TE srrlr?* lTlS Job Other of 3-15-06 lnspector: lnspections of: Structural Steel oiect Stan AREAS OF INSPECTION i) Spread Footj-ngs, locations on grid on-11-51ine aE 4 line. The footing for types F, H and K, were used in anchor bolt template patrerns were o.5 at 4 and 7 lines, P and 4 and schedule on drawing 52.01 , applicable judging conformance. The applicable aldo checked. List any departures from the stated codes or standards. condition with the assigned O.D. item number. Also provide a critique for each nonconforming i) No deficiencies were observed in the bar adjustments were made to the anchor bolt which vere initially found out of square placenent; however, some template, layout Patterns DY //ro . o ING & INC. INDEPENDEITT TDST INSPECTION SDRYICDS 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7550 FAx 303-674-7560 Page ofz OBSERVATION REPORT J, L. Vie]e Constrtrction Co'tTlS Job 116. 010906 9316;l{eek Ending 3-4-06 Westhaven Condominiums Location:Vail, Colora<lo Ilavirl L. Sturgeon This report package contains information concerning specific tests and inspections oJ structural steel *"fOind, structurai boltinj, structural sprayed fireproofing, and/or nondestructive testing' The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individuat inspection form. Also included may be lTlS' "List of Outstanding Discrepancies' (O'D' List)' The O'D' List will be consecutively numbered i* "u"n p"gt issuedihroughout the duration of the project' Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience.lC David L. Sturgeon President IGBO Certified InsPector #1 1 3 AWS QC-1 #82122691 Resident Level lll Project: Inspector: ,,*S*ENDDN'tt*tr*0* INSPECTION SDRYICDS II{C. 12084 VASEEN CT. coNtFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS lTlS Job Qther No: 010906 Date: Week enriing 3-4-06 Page -2-ol 2 Inspector: David L. Stttrg-eon Inspections of: Structural Steet - Applicable Code/s or Standards:ACI. IBC d Pro ct Standarcls AREAS OF INSPECTION 1) Building A, North Stair Core - Final Inspection 2) Building A, South Sair Core 3) Forrnriation Walls,Grids A, BandC /5-10 an<JGri<ls 9' 10' l'J IA- F'5 0 FinalInspectic'n The reinforcing steel size, guantities, placernent, spicing an<i clearances were judged for conformance to permitted drawings- List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. l)On 2-24-06,ITIS reporteri missing bars per R of 54.01. The insufficient lap spliee length was correcte6 as indicate<l in the report of 2-24-06, and the work with other placements here were founrt con form ing. The missing bars reported on 2-24-06 have been placed, and the area approvecl- The foundation step, dOwel rorls, r:ferenee the report of 2-24-06,_have been drilled in, anrl were fottnrJ'conforrning. The incOrreetly tied corners' G of S0'2' reported on 2-24-06, have been corrected, and the area foun<l eonforming' 2) 3) t ,INDI'PENDENT TE STI1TG & INSPECTION SERIrICES INC. 12084 VASEEN GT. CoNIFER,COLORADO 80433 303474-7s60 FAX 303-674-7560 Page 1 ol t OBSERVATION REPORT 6;g"n1. J. L. Vie1e Construction Co. FlSJobNo. 010906 Date: 3_7_06 project: Westhaven Condoniniums . Location: Vai1, Colorado Inspector: David L. Sturgeon This..report package contains information concerning specific tests and inspections of structural steelwelding, structural bolting, structural sprayed flreproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection arecontained on each individual inspection form, Also included may be lTfS' "List of Outstanding Discrepancies'(O.D. List). The O.D. List will beconsecutively numbered for each page issued throughout the duration ofihe project. Each inOViOuatitem listed will also be consecutively numbered. ff there are any questions regarding the content of this report, please feel free to contact lTlS at vourconvenience. (aI David L. Sturgeon ,rt ,/President (J f CBO Certified lnspector #11ABZ47-Bs AWS QC-1 t82122691 Resident Level lll t ,t*ft*ENDENTTE*TT*(! * INSPECTION SERYICDS TNC. 12084 VASEEN CT. coNlFER, CO 804:13 (303) 674-7550 FAX (303) 674-7560 Page 2 of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Davi-d L. Sturgeonlnspector: uavr-d L. sturgeon lTlS Job I{p: - Q10906 _ - Date: 3-7-06,nspecnons-ii-SEiEllEfEt""r ri+har ner-frffi-orcrns ruacemdnt- List any departures from the stated codes or standards. Also provide a critique for each nonconformingcondition with the assigned O.D. item number. la) The additional #5 above, below adn along side of openings are missing. 1b) The vertical bars do not align with the doweled, vertical bars. 2a) The addirional, vertical bars at the south wa11 openlng are missing. REINSPECTIONS At both locations, I and 2, the noted deficiencies v/ere corrected. andreinspections find the work conformins. Inspections of: Structural Steel Other cemdnt-- Applicable Code/s or 51sn66dsl----TCf;-TBf ana i'ro AREAS OF INSPECTION BUILDING A 1) North Stair Tower, Elevation g066' - g07gr on Grids l-4. 2) south stair and Elevator, Elevation g066r - g07B' on Grlds 7-11 The placement of reinforcing steel was judged for conformance to projectstandards, including size of bars, quantitieJ, spliclng and clearances. INDDPENDEIYT TESTING & INSPECTION SERIrICES INC. l2084VASEEN CT. coNtFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page OBSERVATION REPORT Client:J.L. Viele Construction Co,lTlS Job No. Location: 0l 0906 Date:2-24-06 Project:Westhaven Conriominiums Vail, Colorado lnspector:David L. Sturgeon This report package contains information concerning specific tests and inspections oJ structural steel welding, structurai bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspeclion form. Also included may be lTlS' "List of Outstanding Discrepancies' (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. David L. Sturgeoi President ICBO Certified Inspector AWS OC-1 #82122691 Resident Level lll 138247-A5 of t*fi,nENDEN'T tt*tr^C * INSPECTION SERYICES INC. 12084 VASEEN CT. coNlFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS lTlS Job No:010906 Other and Re Date: eel 2-24-O6lnspector:David L. Sturgeon Inspections of: Structural Steel Applicable Code/s or Standards: AREAS OF INSPECTION BUILDING A 1) North Stair Core, Elevation 8054' - 8066r - An In-Progress Inspection 2) South Stair Core, Elevation 8054'- 8066r - Final Inspection 3) Forrndation Walls, Grids A, BandC / 5-10 andGri<ls9, l0and11 / A- F.5-An In-Progress Inspection The reinforcing steel size, quantity, plaeement, splicing and clearances were irrclged for conformance to the permitted <lrawings. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. The eorner bars per B of 5401 were of insufficient length for a splice. The Erector will rlrill in at the 8043'elevation and place the extra bars. ITIS will reinspect on 2-27-06. The extra bars at the opening were not placed per A of 54,03. Reinspection to be conducte<j 2-27-06. 3) On A line, at approxirnately 7 line there is a foundation step. The wall an<l fotrndation step create a joint. The Erector is to dowel into the foundation step at the hori zontal wall har frequency eliminating the cold joint. The corner bars at all locations, per G of S0.02, are not properly tied. The Erector is to re-tie all locations. ITIS will inspect as the rework is completerl. 1) 2) INDEPENDENTTESTING & INSPECTION SERVICES TNC. 12084 VASEEN CT. CoNIFER,COLORADO 80433 303-674-7560 FAX 303674-7560 Client: J. L. Viele Constrttction Co. Project:Westhaven Condominiums OBSERVATION REPORT Page I _ of 010906 Date: 2-1 4-06 Vail, Colorado lTlS Job No. Location: lnspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies' (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. President ICBO Certified Inspector AWS QC-1 #82122691 Resident Level lll D6vid L. Sturgeon ,*f,o*END'Nrrtt*tr*C o INSPECTION SEtrBVICES INC. 12084 VASEEN CT. coNtFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: f)avid L.. Sturgeon Inspections of: Structural Steel - Applicable Code/s or Standards: ACI' AWS, lTlS Job No: Other I of IBC 010906 Date:2-74-06 or Pro et Standarcls AREAS OF INSPECTION 1) South Elevator / Stairway, Building A' Elevations 80421 - 8054' 2) North Stairway, Builriing A, Elevations 8042'- 8054' The reinforcing placement, bar sizes, aplices, clearances and quatities of bars were all viewed for conformance. Note: Clarification of Seetion B of S402 was obtained from the structural engineer-of- re cord. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) and 2) Some minor adjustments were made to the corner bars and clearance. found conforming to proiect standards.Both locations inspected were oa INDEPENDENTTESTING & SPECTION SERVICDS INC.IN 12084 VASEEN CT. CONTFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 ol 2 OBSERVATION REPORT client: J.L. Viele Constrr.rction Co- lTlSJobNo. 01 0906 Date: 2-7-06 & 2-8-06 Project: Westhtrren Condominirrrns Location: Vail' Colorado Inspector: I)avi<l L' Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing' The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form' Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. A David L. Sturgeon (_/ President f CBO Certified Inspector #1 13A247 -85 AWS QC-l ffi2122691 Resident Level lll f ,*S*ENDE'\'T TE srrN?o INSPDCTION SERVTCES INC. 12084 VASEEN CT. coNlFER, CO 80433 (303) 674-7650 FAX (303) 674-7560 Page FTELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS lTlS Job No: Other 010906 Eifr-fdlffiFBteel ol Date:2-7-{t6 & 2-8-06 Inspector: Inspections of: Structural Steel Applicable Code/s or Standards:and Pro an AREAS OF INSPECTION 1) North Stair Tower Framing, Elevation 2) South Stairwell Foundation, Elevation 3) Founrlation anrJ Spread Footings, Grid The encompassing sprad footins were 8034 to 8042, Building A' South 8030 - 8042, Grids E - F / 1 - 4, Building B One, A an<i B and I and 10 between A anrl E - also included. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1), 2) and 3). The contract structural drawings ancl all applicable s_ections and criteria were use6 in ju6ging the above referenced installations. Some minor alignment to the reinloreitr! was marle, and some hars in the north stairway blockouts_ were found missing." A11 "o".uctions were made, an<l the installations were judged as conforming. o IlTI) SPPIN o EPENDEI\ilT TESTING & CTION SERVICDS TNC. '2084 VASEEN CT. coNtFER,COLORADO 80433 303.674-7560 FAX 303-674-7560 OBSERVATION REPORT lTlS Job No. ot 0906 Date: Page 1 of 1-9-06 & |n-l0-06 Project:Westhaven Condos Location: Vail' colorado lnspector:David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, andlor nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies' (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project . Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. David L. Sturgeon President ICBO Certified Inspector #1 138247 -35 AWS QC-1 #82122691 Resident Level llf I I ,rnlroENDENTro*trrG * IISSPECTION SER\rICES INC. l2084VASEEN CT, coNtFER, CO 80433 t303) 674-7650 FAX (303) 674-7560 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS lnspector: David L. sturgeon lTlSJobNo. 010906 Date' 1-9-06 & l-1 0-06 Inspections ot: Structurat Steet ___ Other R-ffif6FEinESteel - Applicable Code/s or Standards: - ___l!OLlBC, and Pr Page 2 of 2 AREAS OF INSPECTION I ) Foundation Wall Areas A) WaIIrGri<ls1&2/F-Q R) Stairwell - Grids N-O C) l,{echanical Well - H.9 - L.2 D) Elevator Pit - ?-8lN-o List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) A) The vertieal wall bars riid not lap with the foundation <lowels. AII loeations were adjustecl anrl re-tied to lap the dowels. Reinspeetions fin<l the work conforming. 1) B) No <leficiencies were observed. The placements were jurtged as conforming. 1) C) No deficiencies were observed. The placements were judged as conforming. I ) D) The bars that were cut to allow for the sump and piston rlat penetration were repleced at adjacent bars' direetions with same size bars, Siftfeet (6') in length. Four six-footers were used. Inspections find the work conforning. 12084 VASEEN CT. coNlFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 OBSERVATION REPORT Page 010906 Date: 7-24-06 of Glient: J.L. Viele Construction Co,lTlS Job No. Location:Project:Westhaven Condominiums Vail. Colorado lnspector:David L, Sturgeon This report package contains information concerning speciflc tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be lTlS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the content of this report, please feel free to contact lTlS at your convenience. avid L. Sturgeon I CBO Certifi ed I nspector #1 1 38247 -85 AWS QC-1 #82122691 Resident Level lll President {,*fi*ENDENTT'srr*?* INSPECTION SERIrICES IIfC. 12084 VASEEN CT. coNlFER, CO 80433 (303f 674-7650 FAX (303) 674-7550 Page 2 of FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector:David L. Sturgeon tTtS Job No: 01 0906 1-24-06 Inspections of: Structural Steel Other Applicable Code/s or Standards:and Pro AREAS OF INSPECTION 1) Founclation Walls. Griri 11 from M to O.5 Sections: Q of S5.01, H of 55.01, J of S5.01 an<t G of SO.02 were used in jurlgingbar sizes and layouts 2) lncorporated Sprea<l Footer, Type 'tB" at 10 and O,2 The spread footer schedule on 52.01 was rrsed in judging the bar size and layout used Results: At both locations, the bar placernents were founcl conforming, and a:e approved to Dour. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. I ) and 2) Some minor realignments of vertical bars were made at location #1.At location #2, no adjustments were needed. Jan 13 OG O I :08p 303547s6o p.2 since 1972 Mr. Sturgeon has been providing welding and structulal steel thbrication tcsling and inspcclion. Itis work itrcludcs sevcn ycars ol expcrience in the petr.oleum industry with thirty years of combined testing ani inspection expcriencc on commercial conslrucl'iott projects rangirrg INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 VASEEN COURT CON IFER. COLORADO 80433 t303) 674-7s60 RESUME OF DAVID T,, STUROEON .lanuary 2002 Profcssion: Education: Work History Commercial Construction Prcsident. Administrator and Chicl'Technician lbr lndepcndent Testing & lnspection Services lnc. from 1984 to tltc Present Specialized'liaining tiom: U.S. Army - Fort Rucker, Alabama LJSAAVNS - Aircraft Maintenancc Crewman USAAVNS - Multi-engine Command Crcw Chiel' Spartan School of Aeronautics - Tulsa. Oklahoma Airliarne & Power Plant (A&P) Mechanics School Spartan School ol'Aeronautics - Tulsa. Oklahoma Nondestructivc Testing (ASNT-TC-lA Course) Lcvcls I and ll Certilications in Ultrasonic'l'estiflg, f)ye Penetrant Tcsting, Radiographic Testing and Magnetic l)article Tcsting Ctinton Aviation - f)ctrver, Colorado Private Pilot Course - Private Pik-rt Craduate 1974 Commercial Pilot Training - Incornplcte American Welding Society - Red Rocks Campus, Dcnver. Colorado AWS Certihcation QC-l #82122691 AWS Recertification Seminar - March 2000 ASNT-TC-1A-1980 Edition - I.cvel lll Certil'ication by Appoinlmcnt Through Demonstraled Ability lbr UT. PT. MT and RT Pursuant To ITIS' Written Practice Established March l984 with Revisions In I990 and 1994 ICBO Certification #l 138247-55 (1997 UBC& IBC2000 - Denver. Colorado, May 1999 . tJtlcgT/i8C2000 ' Jan 13 OG Ol:O8p ITISo 3o36f+7s6o p.3 INDEPENDENT TESTING A INSPECNON SERVICES INC. 12084 VASEEN COURT CONIFER, COLORADO 80433 1303) 874-7560 from tlre smallest project to projects valued upwards of fifty million dollars. In 1984 Mr. Sturgeon lormed arrd irtco rporated Independent Testing and Inspeclion Services Inc. As President of ITIS. Mr. Sturgeon guides the company in its mission to serve the commercial construction industry as a purveyor of quality consulting, NDT and certilied building inspectiom. Mr. Sturgeon's expericnce has involved him in ovcr 1.000 conunercial cons{ruction projects since ITIS's formation in 1984. This level of experience has enablcd Mr. Sturgeon to excel in the field oftesting and inspection while compiling a list ol'clicntele in the hundrcds. Mr. Sturgeon has serviced projects in Canada, and also in the U.S. from Connecticut to California and North Dakota to Floridu. Specialties: Mr- Sturgeon has devcloped specializcd testing methods for sevcral Colorado-bascd companie-s where production equipmcnt can be tested during service affording the dctcclion o1'potential failures which might otlrcrwise stall production or causc polcntial injury. Arcas ol'lixpcrtisc: Ultrasonic Testing Magnetic Particle Testing Dye Penetrant Testing Visual Inspection Pursuant to Contractual Reguirements We lding Inspection Welder Qualifications to Dl.l. D1.3, Dl.9 and ASME IX Welding Procedures t Dl.l, D1.3. Dl.9 and ASME IX l)evelopmorl o l'('o.qt-lj llLct i vc'l'est ing l)rogram.s Building Inspcction Leak Locating Pro kssional Afliliations: Mcmbcr oIAmcricnn Welding Society Since 1982 Men'rber of thc Anrerican Society of Nondestructive l'csting Since 1984 Member Rocky Mountain Steel Corrstructor Association Member tCBO 13 OG Ol: O8p "'L 303674756(]o p.4 dgt2 kozQ fft-"Fr t<zY, i$\ fr $'N } 8 $NlN H\\$N =$NNS dN$.N$ UN$ NN ts NN N\ EH\Ns\T.$ Oxr N*\N$ =x-N $NS FF*$$N FINS\i qt N RN\ ri R NN"$s F\ -x $ $N 3\ .N $.N # N {-\ S =$$$ =$$"r ENS cn z r -'1 F<a Fl I tia J -(Jz;f r'1 f'l LJ |.] z F.{ z l*{ rdFz - ln 4q5 t-Z<i .,6'l Jco Jic6 ;:-'t EF-' 6 *€-\ g + E S =Ef fi \ 73r 8 \:fiE = \ ZV'r E s..Hc- \) -l_>\l \YS *.etN ffiffim 96. I JO 'yolrrdsut AllpFjlt Jo uortuJgty.t nlt {ortrqllFoo r ! ,oJ plepults s/trv aqtro 1.9 ooltrs ro sturule ![br, Jql qt!,tr pclduor.sH' s S@ Il0tc0$ {rr.s L) € FIr\\i'str \)lrIrq \..,1i.'. I "..\ ':i$!w'iS *tE il\-{ '*Y'. \G *_.. Fr ;t \O.FES l-I Fr C\hS,XFdfr O h.E nFO;SS€ F|sE.s" F \ s c/€ \t P.F h\S +r s r\l :N s (4 F.E'Ss-rsEsItE,r\\r.3 r\ R t-rr R $iN Rs-Q SebR.:,S- h\Jts\Jt\ uorJgdsNt CNr('ta^r. tDqI tt,juaJ @ru0pru uBcueluu fi6B 34. EQ E 'Fe 96 s g?q. E_6 93 e (Y)ao o(\9,.70f;aFStrhoo ooa Fg) €C\(\ F(\ € ry€ ffi w ffiW '. Jan I3 OG O1:OSp tttL t2084 VASEEN CT. coNtFER, COLORADO 80433 303-674.7560 FAX 303-674-7560 RATE SCHEDULE JANUARY 2006 Overtime will be billed at time and one-half the applicable hourly rate. Per Diem rates are established per job based on geographical location. Special testing and inspection rates for unusual testing are based upon specific conditions and can be quoted. Mileage charges will be billed at $ .5S/mile p.63036?4?560o INDEPENDEI\PT TDSTING &, INSPECTION SEBVICES INC. CATEGORY VISUAL INSPECTION MAGNETIC PARTICLE TESTING ULTRASONIC TESTING DYE PENETRANT TESTING ROOFING INSPECTION COATING THICKNESS TESTING ULTRASONIC CORROSION TESTI NG LOCATING OF STEEL 'N CONCRETE SLABS FOR CORE DRILLING CONSULTING SERVICES HARDNESS TESTING BOLTEO CONNECIION TESTING NDT EOUIPMENT CHARGE WELDER QUAL'FICATION - D1.1 WELDER QUALIFICATION . D1.3 WELDING PROCEDURE PREPARATION _ D1-1 OR D1.3 . PHYSICAL TESTING AND MACHINING COSTS LEAK LOGATION DIVISION LEAK LOCATION SERVICES (FOUR HOUR MINIMUM) RATE $ 70-00/Hr. $ 70.00/Hr. $ 70.00/Hr. $ 70.00/Hr. $ 70.00/Hr. $ 70.00/Hr. $ 70.00/Hr. $ 70,00/Hr. $ 100.00/Hr. $ 60.O0/Test $ 70.00/Hr. $ 50.00/DaY $ 100.00 ea. $ 100.00 ea. $ 150.00 ea. cosT + 15% $ 125.00/Hr I *# $i;'$s*ilil} T#s:'i'_ s.*";il$$ *', &,'',i# :$&L:\Nfi i: ffi r::*effi F il PRELIMINARY JUNE 5,2007 WESTHAVEN CONDOMINI UMS DfDf'- PERmrr cos-o$e mEcn. pEffilrr wb- oeol VAIL, COLORADO 8,150' MORTER ARCHITECTS BEAUDIN GANZE CONSULTING ENGINEERS. INC. HVAC CoNTRACToR: 2H MECHANICAL LLC NEBB coNrRACroR: CERTIFIED BALANCE lNC. OFCOLORnOO' --- ' . : -, ' ADDRESS: 92426 ROAD - .1lN 0b 200?GRAND JUNCTION, COLORADO 9W : (970) 245-1i5i / (giol zso-lszro -, - | : ii,' :i :"11: I DATE: PROJECT: ADDRESS: ALTITUDE: ARCHITECT: ENGINEER: r - ft*'-l ruffi,lffiwIt 4 _-:pr",11 PROJECT: ! fifr iil' :. i.i i;i i. ::: "Y' i.:i :_1 |jl rujqT- i i : l!:: f rt fr: i:!! rl:! $:l.f WESTHAVEN CONDOMINTUMS PRELIMINARY REPORT DATES OF USE CALIBRATION DATESINSTRUMENT/SERIAL #APPLICATION EXTECH TACHOMETER #L7138 03 RPM READINGS 70/25/06 SHIMPO STROBOSCOBE / CBI/CO 59 RPM READINGS LL/04/06** FLUKE 336 CBI/CO VOLT/ AMP READINGS LO /25 /O6 FLUKE MO. 52 THEPJ4/4195782 TEMP . READINGS 70/25/A6 DIGITAL THERM. TAYLOR 9B 41 TEMP. READINGS 1,L/04/06** DWYER 485 DTDGTTAI, HYGROMETER AIR/HUMTDITY READTNGS L0/25/06 DWYER 475_1 ELEC.MANOMETER PRESSURE RtrADINGS L0/25/06 AlR DATA MULTIMETER/ W9310 O AIR FLOW READINGS L0/L8/06 SHORTRIDGE FLOW HOOD/M913 O AIR FLOW READ]NGS 1l/04/06** PITOT TUBE IB"PRES. READINGS PTTOT TUBE 24"PRES. READINGS r\/A PIToT TUBE 36''PRES. READINGS N,/A HYDRO DATA METER HDM 3OO/# WO5O69 WATER PRES. READINGS s/25/05 TEST GAGE. O-30 LBS/CBI/CO 2I2 WATER PRES. READ]NGS 1,7/04/06** TEST GAGE, O-60 LBS/CBI/CO2L4 WATER PRES. READINGS 11_/04/06** ?EST GAGE. O-2OO LBS/CBT/CO 2T5 WATER PRES. READTNGS LL/04/06** TEST GAGE, -30+60 LBS/ CBI/CO 205 WATER PRES. READINGS ),1/ 04 / 06* * HYDRO DATA METER/CBI /CO 2 1- ].WATER PRES. READINGS r0/24/06 PROJECT ALTITUDE: 8, 150 " checked to calibraled meter CFM TRANS, FACTOR 0.19 REMARKS: AIR FLow READINGS WITH sHoRTRIDGE INSTRUMENTS AR.E CORRECTED FOR TEMPERATURE AND ALTITUDE. DATE: Page 2 of 75 o E ngineering Notes WESTHAVEN CONDOMINIUMS PRELIMINARY REPORT THE FOLLOWING WAS NOTED WHILE COMPLETING THE TEST AND BALANCE ON THIS PROJECT. ALSO, SEE THE INDIVIDUAL REPORTS FOR ADDITIONAL COMMENTS. ITEMS: THERE ARE 2 TO 3 UNITS WAITING ON PARTS TO BE FINISHED. PUMP CURVES WILL BE TNCLUDED TN THE FINAtr REPORT. CALTBRATION REPORTIS DATES WILL BE SUBMITTED WITH THE FINAI, REPORT. Page 3 of 75 oo PROJECT: WESTHAVEN coNDoS SECTION B L D G FILE NAME; 27854i PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS 4TH FLOOR LOBBY 3i ; :i *i\ ;i; 1::trlt P; ::i!"'t'i i: "{'*,:i"il';,111 gr;.. :1'tr- PRELIMINARY REPORT BUILDING TAI SYSTEM/UNIT: Fc-11 UNIT DATA MOTOR DATA Make CARR]ER MakeiFrame BALDOR Model No/TypelSize 42BHC06K H-P.L/3 Serial Number 971601-10-8 RPM t] 25 An./Class CW/HW DRAW THRU Volts 208-2s0 Discharge HORIZONTAL Phase/HerE r/ 60 Make Sheave BROWNING F.L.Amps 6.0/3.0 Sheave Diam/Bore 7-AR46 x 3/4 S.L.Amps 1.15 NO. Belts/make/size 7-A27 Sheave Diam/Bore 3-3/4" x 7/2'' No.Filter/type/size 1,-r6x24x2 Sheave ooer. Diam a Arr Sheave C/L Dislance 9rl TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P. Register Total 700 '7 I0 Ext Suction S.P.0.09 Fan RPM L,192 External S.P.0.5s 0.09 Molor RPM 7 ,'7 25 1, ?30 FAN SUCTION 0.48 Heating Motor Volts 208 272 LAT 103 r04 Motor Volts 208 212 EAT -19 61 Motor Volts Temp. diff.722 43 Motor Amps 3.0 2.'7 MBH 68 .2 zq - L Motor Amps 3.0 2.1 GPM 3.0 1A Motor Amps EWT/LWT 780 /713 /r57 CFLA Cooling Starier EAI DB/vVB 19/59 6L Sound Levels OK LAT 55 49 Vibration OK Temp. diff.24 I2 Control/Thermostat-Check OK GPM 6.5 6+- Oulside Air CFM LWfIEWT /44 58/44 Retum Air CFM 700 710 OSA TEMP. TEST DATE: FILE NAME: tab 4-38 I HAVE CONCERNS ABOUT THE CHILLED WATER COIL BEING BEFORE THE HOT WATER COIL FROI4 OUTSIDE AIR. IT MAY BE POSSIBLE TO FREEZE THE CHILLED WATER COIL. r CANIT ATTACH TO CTRCU]T SETTER. CHILLED WATER PIPE REDUCED TO I/2" 5/r1/01 & s/30/01 READINGS BY: c. GoRMAN27 854) Page 5 of 75 rq,i ;!t .$\ $; i 1;\ $i j..' i" {,j _.:. 'f il -:"{' it ::: l|:}L: ::i::.} A101PROJECT: LOCATION: WESTHAVEN CONDOMIN]UMS POWDER ROOM PRELIMINARY REPORT SYSTEM/UNIT: Fc-1 READINGS BY: c. GoRMAN TEST DATE: FILE NAME: tab +38 5/01/01 21854j UNIT DATA MOTOR DATA Make CARRIER Make/Frame GE Model No/Type/Size 4 2BHC0 6 H.P.r/3 Serial Number 991601-30-1 RPM I125 An./Class C!',/HW,iFAN CO]L Volts 7!5/208/230 Discharge HORI ZONTAL Phase/HerE 7/60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore 5-7/4" X 3/4" NEW S.L.Amps 1.35 NO. Belts/make/size 1,-4L250 NEW Sheave Diam/Bore a-trn,' x I/2" No. Filter/type/size I-L6X24x2 Sheave oper. Diam 3,5" Sheave CiL Distance 9tt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0.11 Register Total 600 613 Ext Suction S.P.0. 10 Fan RPM 1,036 External S.P.0.55 0.27 Motor RPM FAN SUCTION 0.32 Heating Motor Volts 208 2t2 LAT 100 II2 Motor Volts 208 2L2 EAT 6B 17 Motor Volts Temp. diff.32 35 Motor Amps ??2.1 MBH 2'7 .3 76 .9 Motor Amps ?7 2.L GPM 1q 1.5 Motor Amps EWT/LWT ].66 / L21 CFLA Cooling Starter trAl DB/1/VB 11/59 1't Sound Levels OK LAT 52 56 Vibration SLIGHT Temp. ditf.25 2I Control/Thermostaf Check OK GPM 3.5 Outside Ak CFM LWT/EWT /44 30/ 12 Retum Air CFM 613 OSA TEMP. FAN SUCTIO 'I INCLUDES FILTER AND COIL ^P & 5/30/01 Page 6 of 75 i{i." l. tr;n;::t 1: ga:},f\': C,!;: "t -$ f iitili,,:ri, i..:T' 4101PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS CI-,OSET PRELIMINARY REPORT SYSTEM/UNIT; FC-2 READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab +38 5/0'7 /07 27 B54j UNIT DATA MOTOR DATA lVlake CARRIER Make/Frame BALDOR Model No/Type/Size 4 2BHCO B H.P.L/3 Serial Number 991601-70-1 RPM 7125 Arr./Class CW/HW,/FAN COIL Volts 208-230 Discharge HORIZONTAL Phase/HerE r/60 Make Sheave BROWNING F.L.Amps 6.0/3.0 Sheave Diam/Bore 5-t/4" N 3/4"S.L.Amps 1.15 NO. Belts/make/size 1-A2 3 Sheave Diam/Bore ?-?/4n Y 1,/)tl No.Filter/type/size '1"-I6x24x2 Sheave ooer. Diam ? /t rl Sheave C/L Distance 9" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 700 Ext Discharge S.P.0.L7 Reqister Total 700 144 Ext Suction S.P.0.08 Fan RPM 1,050 EXIBMAI 5.P.0.40 0.25 Motor RPM 7 ,125 1 ,'7 33 FAN SUCTION 0.35 Heating Motor Volts 208 2I2 LAT 100 L01 lvlolor Volts EAT 6B /b lVlotor Volts Temp. diff.31 Motor Amps 3.0 2.5 MBH 30.6 78.2 lvlotor Amps 3.0 2.5 GPM 1.5 1.5 Motor Amps EWT/LWT 766 / 729 CFLA Cooling Starter EAT DB/vvB 't'7 / 59 16 Sound Levels OK LAT 52 56 Vibration OK Temp. diff.25 20 Control/Thermostat-Check OK GPM 4.8 4.8 Outside Air CFM LWT/EWT /44 s4/45 Return Air CFM 744 OSATEMP. ; FAN SUCTIO {INCIUDES FILTER AND COIL ^P & 5/30/01 rage I ot tc PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MASTER CLOSET PRELIMINARY REPORT SYSTEM/UNIT: EC-7 ":Ufi. j\ i:::)j:\ it; {"i,j i. Tffi r:1" 5"'.': llfi..i"f A101 UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE l\4odel Noffype/Size J b- rliJAW - 4 H.P.t/3 Serial Number !v00675250 RPM I'725 An./Class CW/HW,/FAN COI],Volts 208 Discharge HORTZONTAI,Phase/HerE r/60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore 6" X 3/4"S.L.Amps 1.35 NO. Belts/make/size I-4L400 Sheave DiamlBore 4-3/4" x 7/2" No.Filteritype/size 1-16x32x2 Sheave ooer. Diam A qrr Sheave C/L Distance 13" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0. 10 Register Total 850 790 Ext Suction S.P.0-53 Fan RPM B5s E):ternal S.P.0.41 0. 63 Motor RPM 1_ ,125 1 ? q"FAN SUCTION 0 .64 Heating Motor Volts 208 272 LAT 99 103 Motor Volts 208 2L2 EAT -79 76 Motor Volts Temp. diff.118 21 Motor Amps 3.0 2.6 IVlBH 99. s 16.9 Motor Amps 3.0 2.6 GPM 3.5 ?A Motor Amps EWT/LWT 7e0 /166 /r21 CFLA Cooling Starter EAT DB^/VB '79/59 17 Sound Levels OK LAT 54 56 Vibration OK Temp. diff.25 21 Control/Thermostat-Check OK GPM 2.5 2.8 Outside Air CFM LWT/EWT /44 J | / 4J Retum Air CFM 190 OSA TEMP. FAN SUCTIO INCLUDES FILTER AND COI TEST DATE: FILE NAME: tab 4-38 ATR FLOW IS 2Og I,ESS IS OSA MODE 5/01/01 21 854)READINGS BY: C. GoRMAN & 5/30/01 Page I of 75 &: !t .]:-g:i F..,,1\ $.i_,_'n- * ,::! 'l'IIS I i'ii.: l]{}.i}i"l A102PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MASTER BATH PRELIMTNARY REPORT SYSTEM/UNIT: FC-1 READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab +38 5/08/01 2"7 B54j UNIT DATA MOTOR DATA Make CARRIER lvlake/Frame tr 11 Model No/Type/Size 42BHC06 H.P.r/3 Serial Number 997060L-30-2 RPM rt 25 An./Class CW,/HW/FAN COIL Volts ]]-5 / 208 /230 Discharge HORIZONTAL Phase/HerE 1/ 60 Make Sheave BROWNING .L.Amps 6.0/3.2/3.0 Sheave DiamlBore 5" x 3/4" NEW S.L.Amps 1 .35 NO. Belts/make/size 7-4L250 NEW Sheave Diam/Bore 3-3/4" x !/2" No.Filter/type/size l-76x24x2 Sheave oDer. Diam 3.5" Sheave CilL Distance 9tt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 500 Ext Discharge S.P.0. 05 Register Tolal 600 645 Ext Suction S. P.0.11 Fan RPM 1,103 External S.P.0.55 0.16 Motor RPM L"t 25 'I ??O FAN SUCTION 0. 35 Heating Motor Volts 208 21,2 LAT 100 107 Motor Volts 208 212 EAT 68 69 Motor Volts Temp. dift.32 3B Motor Amps 3.0 2.L MBH 21 -3 19 .4 Motor Amps 3.0 2.\GPM 1.5 r.4 Motor Amps EWT/LWT L6'7 /14L Cooling Starter EAT DB^^/B 11/59 69 Sound Levels OK LAT 52 53 Vibration SLIGHT Temp. diff.25 16 Control/Thermostat-Check OK GPM 3.5 3.5 Outside Air CFM LWT/EWT /a4 55/44 Retum Air CFM 645 OSA TEMP. FAN SUCTIO { INCl,UDES FILTER AND COTL ^P & 5/30/0'7 Page 9 of 75 A j ::':,i$,i,;:" lr r ;-::',' ii,l!i T f[;1" {ti;-::}#${'i' ALO2PROJEGT: LOCATION: WESTHAVEN CONDOMINTUMS MECH CLOSET PREIIMTNARY REPOR? SYSTEM/UNIT: FC-5 READINGS BY: C. GoRMAN TEST DATE: FILE NAME; tab 4-38 s/oB/01 2'18541 UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/Type/Size 3 6BVW-D H.P.7/3 Serial Number wD6057 2 69 6 RPM t725 An./Class CW/HW,/FAN COIL Volts Lt5 /208 /230 Discharge UP FLOW Phase/HerE 1/ 60 Make Sheave BROWNTNG F.L.Amps 6.0/3.0 Sheave Diam/Bore 6" x 314"S,L.Amps 1.15 NO. Belts/make/size 1,-4L400 Sheave Diam/Bore 3-3/4" X 7/2" No.Filter/type/size 1-2 0X2 0X1 Sheave ooer. Diam 3.25" Sheave CiL Distance 13" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 700 Ext Discharge S.P.0. 07 Register Total BB5 899 Ext Suction S. P.0 .74 Fan RPM 946 External S.P.0 .44 0 -27 Motor RPM 7 ,128 FAN SUCTION 0.53 Heating Motor Volts 208 2L2 LAT 100 110 Motor Volts 208 212 EAT 6B 74 Motor Volts Temp. diff.32 36 Motor Amps 3.0 2.5 MBH 27 .9 25 .6 Motor Amps 3.0 2.5 GPM 1r.1-5 Motor Amps EWT/LWT rB0 /161/l.25 CFLA Cooling Starter EAT DB^/vB 11/59 14 Sound Levels OK LAT 52 c-A Vibration OK Temp. diff.25 20 Control/Thermostat-Check OK GPM ?q 7.5 Outside Air CFM LWT/EWT /44 58/44 Return Air CFM 899 OSA TEMP. FAN SUCTIOI i INCLUDES E]LTER AND COIL ^P & 5/30/01 Page 10 of 75 Ali. :\ [::l':'.-:.1t.'\ $'!j - "'l"ir;,:.., . J\ifi t..,:liii"f A102PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MECH CLOSET PREI,IMINARY RE PORT SYSTEM/UNIT: FC-10 READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab zl-38 5/08/01 21854i UNIT DATA MOTOR DATA Make MAGIC AIRE MakelFrame GE N4odel No/Type/Size 6OBVW w/60vH-2 H.P.r/2 Serial Number w06Q67 477 RPM 77 25 An./Class CWIHW/EAN COIL Vohs 115 /208 /230 Discharge UP FLOW Phase/HerE 7/60 Make Sheave BROWNING F.L.Amps 8.6/4.1/4.3 Sheave Diam/Bore 6tt x ?/an S.L.Amps I.25 NO. Belts/make/size t-4L440 Sheave Diam/Bore 3-7/4".X 5,/8" No.Filter/type/size 2-L6X25X2 Sheave ooer. Diam 3" Sheave C/L Distance l Atl TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total cFM 1 ?4n Ext Discharge S.P.0.14 Register Total 1 ?qn 1,386 Ext Suction S. P.0.15 Fan RPM 811 External S.P.0.43 0.29 Motor RPM L,7 44 FAN SUCTION 0.48 Heating Motor Volts 208 212 LAT 94 99 Motor Volts 208 2I2 EAT 10 73 Motor Volts Temp. diff.B4 26 Motor Amps 4.3 3.2 MBH 103. 9 28 .5 Motor Amps A?3.2 GPM 20.0 12.0 lvotor Amps EWT/LWT 780 /766/737 CFLA Cooling Starter EAT DB^/VB 7B/59 14 Sound Levels OK LAT 55 51 Vibration OK Temp. diff.23 I'7 Control/Thermostat-Check OK GPM 7.0 5.0 Outside Air CFM LWT/EWT /44 59/44 Return Air CFM 1,386 OSA TEMP. : EAN SUCTION INCLUDES FILTER AND COTL E 5/30/07 Page 11 of 75 PROJECT: LOCATION: ;1tQ" ::. j) Fi,..lilil\,; r-!$; :"il$:' riq*Ii:ilfq;' A2OLWESTHAVEN CONDOMINTUMS POWDER ROOM PRELIMTNARY REPORT SYSTEM/UNIT: Fc-1 READINGS BY: c. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/08/0't 2'7 854) UNIT DATA MOTOR DATA Make CARRIER Make/Frame GE Model No/TypeiSize 42BHCO6 H.P.7/3 Serial Number 991601-10-1 RPM 1,'7 25 Arr./Class CW/HW/EAN COIL Volts tLs/208/230 Discharge HORIZONTAL Phase/HerE r/60 Make Sheave BROWN ING F.L.Amps 6.0/2.2/3.0 Sheave Diam/Bore 5-7/4" X 3/4" NEW S.L.Amps 1.35 NO. Belts/make/size 4-L250 NEW Sheave Diam/Bore ?-? / Aw v 1/)n No.Filter/typeisize t-16x24x2 Sheave oDer. Diam 3.5" Sheave C/L Distance 9tt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0.72 Register Total 600 569 Ext Suction S.P.0.08 Fan RPM 91 6 External S.P.0.55 0.20 Motor RPM t,'7 25 1,750 FAN SUCTION 0.28 Heatlng Motor Volts 208 212 LAT 100 109 Motor Volls 208 2t2 EAT 6B 16 Motor Volts Temp. diff.32 33 Motor Amps 3.0 2.4 MBH 27 .3 L4 .8 Motor Amps 3.0 2.4 GPM 1.5 1.5 Motor Amps EWT/LWT L'7 0 / L4B CFLA Cooling Starter EAT DB/vVB 1'1 / 59 75 Sound Levels OK LAT 52 54 Vibration OK Temp. ditf.ZJ 2L Control/Thermostat-Check OK GPM 3.5 3.4 Outside Air CFM LWT/EWT /ss 57/44 Return Air CFM 569 OSA TEMP. FAN SUCTIOI INCLUDES FI R AND COIL ^P s, 5/30/01 Page 12 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MASTER CLOSET PRELIMINARY REPORT SYSTEM/UNIT: Ec-2 S..l d tfl\ili,$; $.ti,.i :'i.,UI :-i: :]iT',€ - lr3t-3 F: A201 UNIT DATA MOTOR DATA Make CARRIER MakelFrame BALDOR lvlodel No/Type/Size 4 2BHC0I H.P.r/3 Serial Number RPM 7'7 25 Arr./Class CWIHW,/EAN COI],Volts 208-230 Discharge HORI ZONTAL Phase/HerE 7/60 Make Sheave BROWNING F.L.Amps 6.0/3. 0 Sheave Diam/Bore 4-3/4" X 3/4"S.L.Amps 1.15 NO. Belts/make/size I-A23 Sheave Diam/Bore 3-r/4. X 1/2" No.Filter/type/size L-I6x24x2 Sheave oDer. Diam 2 .9" Sheave C/L Distance 9tt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total cFM 700 Ext Discharge S.P.0.14 Register Total 700 71,9 E)d Suction S.P.0 .72 Fan RPM 994 EXIernat 5.P.0. 40 0.26 Motor RPM r ,125 r,1 45 FAN SUCTION 0.34 Heating Motor Volts 208 27r LAT 100 103 Motor Volts 208 2tL trt\ I 6B /o l\/otor Volts Temp. diff.32 2l Motor Amps 3.0 2,0 MBH 30-6 15.3 l\4otor Amps 3.0 2.0 GPM 1.5 7.6 Motor Amps EWT|LWI 768 / L43 CFLA Cooling Starter EAT DB/I/VB 71/59 76 Sound Levels OK LAT 52 53 Vibration OK Temp. ditf.25 23 Control/Thermostat-Check OK GPM 4.8 4.8 Outside Air CFM LWT/EVW /44 56/ 44 Retum Air CFM 119 OSATEMP. FAN SUCTTO INCLUDES FTLTER AND COT T, ^P. READINGS BY: C. GORMAN IL TEST DATE: FILE NAME: tab 4-38 5/08/0'7 27 854) & 5/30/01 Page 13 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMTNTUMS BATH 2 PRELTMTNARY REPORT SYSTEM/UNIT: FC-7 -it$ ii i*\t-' f.l$l.. t,rl!,'i:...i ;1;i T'[.:lli i].fiF,:l$t:' A201 Page 14 of 75 TEST DATE: FILE NAME: tab 4-38 In OUTSIDE AIR MODE THE AIRFLOW IS 208 LOWER s/08/07 s,5/30/0'7 2-tg54j READINGS BY: c. GoRMAN UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/Type/S ize 3 6-HBA!{-4 H.P.r/3 Serial Number w0 607 3530 RPM 1125 An./Class CW,/HW,/FAN COIL Volts 208 Discharge HORIZONTA],Phase/HerE r/ 60 Make Sheave BROWNING F.L.Amps 6.0/5.2/3.0 Sheave Diam/Bore 6" x 3/4"S.L.Amps 1.35 NO. Beltshake/size 1-4L390 NEW Sheave Diam/Bore 3-7/4" x L/2" No.Filter/type/size L-I6X32X2 Sheave ooer. Diam 3.25" NEW Sheave C/L Distance r2" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0. 05 Register Total 850 B'7 2 Ext Suction S.P.0.18 Fan RPM 869 Extemal S.P.0.41 0.23 Motor RPM 7,134 FAN SUCTION 0.32 leatlng Motor Volts 208 2r2 LAT 99 101 Motor Volts 208 2]_2 EAT -L9 /o Motor Volts Temp. diff.778 25 Motor Amps 3.0 2.4 MBH 99.5 7'7 .2 Motor Amps 3.0 2-4 GPM 3.5 3.3 Motor Amps EWTiLWT 780 /777/L46 CFLA Gooling Starter EAT DB^lvB ?q/qo 75 Sound Levels OK LAT 54 56 Vibration OK Temp. diff.25 79 Control/Thermostat-Check OK GPM 2.5 2.5 Outside Air CFM LWT/EWT /44 59/44 Retum Air CFM 81 2 OSA TEMP. FAN SUCTIO i TNCLUDES F LTER AND COI], ^P ,q-i j !i! ;j;.J !3pS r:.,.j. "l'{-j ;i ":'=tii-i :.:$iF{,};i i A202PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MASTER BATH PRELIMINARY REPORT SYSTEM/UNIT: Fc-1 READINGS BY: C. GORMAN TEST DATE: FILE NAME: tab 4-38 5/OB/01 21854j UNIT DATA MOTOR DATA Make CARRIER Make/Frame Model No/Type/Size 4 2BHC0 6 H.p.r/3 Serial Number TAG IS PATNTED RPM t725 An./Class CW/HW/FAN COIL Volts rr5/208/230 Discharge HORTZONTAI PhaselHerE L/60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore 4-'7/B"X 3/4" NEW S.L.Amps 1.35 NO. Belts/make/size I-A22 NBW Sheave Diam/Bore 3-3/4" x L12" No. Filter/type/size 1-76x24X2 Sheave ooer. Diam 3.5" Sheave C/L Distance 9n TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total cFM 600 Ext Discharge S.P.0. 05 Register Total 600 634 Ext Suction S.P.0. 10 Fan RPM 1, 031 External S.P.0.5s 0. 15 Motor RPM 1,'139 FAN SUCTION 0 .33 Heating Motor Volts 208 2r2 LAT 100 Motor Volts 208 212 EAT 68 Motor Volts Temp. diff.32 Motor Amps 3.0 2.5 MBH 27 .3 Motor Amps 3.0 2.5 GPM 1.4 Motor Amps EWT/LWT CFLA Gooling Starter EAI DB^/vB 11/59 15 Sound Levels OK LAT 52 51 Vibration OK Temp. diff.25 24 ControYThermostat-Check OK GPM 3.5 3.5 Outside Air CFM LWT/EWT /44 54/44 Retum Air CFM 634 OSA TEMP. FAN SUCTIO { INCLUDES FILTER AND COIL ^P E,5/30/01 Page 15 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMTNIUMS MECH CLOSET PRE]-,TMTNARY REPORT SYSTEM/UNIT: FC-5 ::. ! ${,;:,3.:tft;1;::,\l *.X i":1$ i' :il*r iii.: i:l"l- A202 UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/Type/Size 3 6BVW_D H.P.L/3 Serial Number iuJD6057 2 69 6 RPM 11 25 Arr./Class CW/HW/FAN COIL Volts Ir5/208/230 Discharge UP FLOW Phase/HerE L/60 Make Sheave BROWNING F.L.Amps 6.0/3.0 Sheave Diam/Bore 6" x 3/4"S.L.Amps 1.15 NO. Belts/make/size 7-4L400 Sheave Diam/Bore 3-3/4" x 7/2" No.Filter/type/size 7-20x2}xI Sheave ooer. Diam 3.25 Sheave C/L Distance 13" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 700 Ext Discharge S.P.0. 07 Register Total 885 901 Ext Suction S. P.0. 10 Fan RPM 896 External S.P.0 .44 0 .17 N4otor RPM r,125 FAN SUCTION 0 .46 Heating Motor Volts 208 2I2 LAT t_00 103 Motor Volb 208 212 6B 74 Motor Volts Temp. diff.32 29 Motor Amps 3.0 2-5 I\4BH 21 .9 20 .6 Motor Amps 3.0 2.5 GPM 1.5 1.5 Motor Amps EWT/LWT \80 /110 /r4B CFLA Cooling Starter EAT DB/lvB 11 /E,O 14 Sound Levels OK LAT 52 52 Vibration OK Temp. diff.25 22 Control/Thermostat-Check OK GPM 7.5 1.4 Outside Air CFM LWT/EWT /44 s6/44 Retum Air CFM 901 OSA TEMP. : FAN SUCTIOI INCLUDES FILTER AND COIL ^P TEST DATE: FILE NAME: tab 4-38 5/08/07 21854j READINGS BY: C. GoRMAN & 5/30/07 Page 16 of 75 &,;:..i ft;F: ;:r jl!,li{r.,. i ..-3$ T"F;i -:''T''i*l::: i::'d'J rlq]- A202PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MECH CLOSET PRELIMINARY REPORT SYSTEM/UNIT: Pc-10 READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/08/0'7 21 B5 4l UNIT DATA MOTOR DATA l\ilake MAGIC AIRE Make/Frame GE Model NoiType/Size 6OBVW_D H.P.7/2 Serial Number w060674113 RPM r7 25 Arr./Class cw,/HW,/FAN COIL Volts tls /208 /230 Discharge UP FLOW Phase/HerE r/ 60 Make Sheave BROWNING F.L.Amps B .6/ 4.'7 / 4 .3 Sheave Diam/Bore 6" x 3/4"S.L.Amps 1.25 NO. Belts/make/size 1-4L440 Sheave Diam/Bore 3-1 /4" x 5/9" No.Filter/type/size 2-16x25x2 Sheave ooer. Diam 3n Sheave C/L Dislance l Arr TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 1 ?qn Ext Discharge S.P.0.17 Register Total 1 ?qn L,382 Ext Suction S.P.0.16 Fan RPM 813 Elitemal S.P.0.43 0.33 lVotor RPM 1 '7)q r, tJ I FAN SUCTION o .49 Heating Motor Volts 208 212 LAT 94 99 Motor Volts 208 272 trAl 10 '73 Motor Volts Temp. diff.B4 26 Motor Amps 4.3 MBH 103.9 28 .4 Motor Amps 4.3 3.2 GPM 20 .0 13.0 Motor Amps EWTiLWT 780 /I't o /r44 CFLA Cooling Starter EAI DB^lvB 1B/59 '74 Sound Levels OK LAT 55 53 Vibration OK Temp. diff.23 2L Control/Thermostat-Check OK GPM '1 .0 7.r Outside Air CFM LWT/EWT /44 5't / 44 Retum Air CFM 7,382 OSA TEMP. FAN SUCTIOI INCLUDES FILTER AND COTL ^P & 5/30/01 Page 17 of 75 l\! a,* .lFr;]i $l;;1"* *; r'"!rlil :' ft i':'gi$*tq :' A301PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS POWDER ROOM PREL]M]NARY REPORT SYSTEM/UNIT: Fc-1 READINGSBY: C. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/08/07 21854j UNIT DATA MOTOR DATA Make CARRIER MakelFrame BALDOR Model No/Type/Size 42BHC06 H.P.1/3 Serial Number 9 91601- 10 - 1 RPM rl2 5 An./Class CW/HW/FAN CO]L VolG 7r5/208/230 Discharge HORIZONTAL Phase/HerE r/60 Make Sheave BRO?ENTNG F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore AR56 X 3,/4'' NEW S.L.Amps 1.35 NO. Belts/make/size 1-4L390 NEW Sheave Diam/Bore 3-3/4" X 7/2' No.Filter/type/size 1-I6x24X2 Sheave ooer. Diam 3.5" Sheave C/L Distance 9tt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0. 07 Register Total 600 601 Ext Suction S.P.0. 05 Fan RPM 912 Extemal S.P.0.55 0 -12 MOTOT RPM I,'7 54 FAN SUCTION 4.23 Heating Motor Volts 115 772 LAT 100 111 Motor Volts 115 LI2 EAT 68 72 Motor Volts Temp. diff.32 39 Motor Amps 6.0 2.4 MBH 21 .3 LB.7 Motor Amps 6.0 2.4 GPM 7.4 Motor Amps EWT/LWT 1"1r / 744 CFLA Cooling Starter EAT DBA/VB 11/59 12 Sound Levels OK LAT 52 53 Vibration OK Temp. diff.25 19 Control/Thermostat-Check OK GPM 3.5 3.6 Outside Air CFM LWT/EWT /44 58/44 Retum Air CFM 607 OSA TEMP. SUCT]O .I INCLUDES FTLTER AND COIL ^P & 5/30/01 Page 18 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS BATH 2 PRELIMINARY REPORT SYSTEM/UNIT: FC_2 :::l {Fi -isSJi.iil&'S i;.....:i :.*{$, i' :lil: ij..'l f{l A301 UNIT DATA MOTOR DATA Make CARRI ER Make/Frame BALDOR Model No/Type/Size 42BHCO8 H.P.L/3 Serial Number 991601- 60-1 RPM 1'725 An./Class CV{.,/HW,/EAN CO]L Volts 208-230 Discharge HORTZONTAL PhaselHer?L/ 60 Make Sheave BROWNING F.L.Amps 6-0/3.0 Sheave Diam/Bore 4-3/4" x 3/4"S.L.Amps 1.15 NO. Belts/makelsize L-A23 Sheave Dian/Bore 3-\/4" x I/2" No.Filter/type/size L-|6x24x2 Sheave oDer. Diam 2 -9" Sheave C/L Distance 9" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 700 Ext Discharge S.P.0.07 Register Tolal 700 104 Ext Suction S.P.0. 08 Fan RPM 990 External S.P.0.40 0. 15 Motor RPM 7,'7 25 7t748 FAN SUCTION 0. 30 Heating Motor Volts 208 2IT LAT 100 109 Motor Volts 208 211 EAT 6B 72 Motor Volts Temp. diff.32 31 Motor Amps 3.0 2.7 MBH 30.6 20 .6 Motor Amps 3.0 2.L GPM 1-5 1.5 Motor Amps EWT/LWT 711/ r43 CFLA Cooling Starter EAT DB^/vB '77 /59 1T Sound Levels OK LAT 52 56 Vibration SIIGHT Temp. diff.25 Control/Thermostat-Check OK GPM 4.8 5.0 Outside Air CFM LWT/EWT /44 55/44 Retum Air CFM 704 OSA TEMP. EAN SUCTIO INCLUDES FTLTF,R ANI) TEST DATE: FILE NAME: tab 4-38 5/08/0'7 27 B54j COIL ^P. READINGS BY: c. GoRMAN & 5/30/01 Page 19 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MASTER CLOSET PRELIMTNARY REPORT SYSTEM/UNIT: FC_7 ;::|{,{ "irl! I}.,..:tl,r&l i_i ji ':':i{$l :itili'l::ffi-$ A301. UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/Type/Size Jb-HIJAW-4 H.P.r/3 Serial Number 11706073530 RPM 77 25 An./Class CWIHW,/FAN CO]L Volts 208 Discharge HORIZONTAL Phase/HerE t/60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore 6" X 3/4"S.L.Amps 1 .35 NO. Belts/make/size 7-4L3BO NEW Sheave Oiam/Bore 3-1/4" X L/2" No.Filter/type/size L-16x32x2 Sheave ooer. Diam 3.25" Sheave C/L Distance 12" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM Bs0 Ext Discharge S.P.0. 05 Register Total 850 822 EX Suction S.P.0. 1B Fan RPM 131 External S.P.0.41 0 .23 MOTOT RPM 1t725 7, 162 FAN SUCTION 0-25 Heating Motor Volts 208 272 LAT 99 Motor Volts 208 2L2 EAT -r9 Motor Volts Temp. diff.118 Motor Amps 3.2 2.1 MBH 99. s Motor Amps 3.2 2."t GPM 3.5 3.6 Motor Amps EWT/LWT r80 / CFLA Cooling Starter EAT DB^lVB 19/59 Sound Levels OK LAT EA Vibration OK Temp- diff.25 ControliThermostat-Check OK GPM 2.5 2-1 Outside Air CFM LWT/EWT /44 Retum Air CFM 822 OSA TEMP. FAN SUCTIO INCLUDES FILTER AND COI TEST DATE: FILE NAME: tab 4-38 5/30/07 2'7 854)READINGS BY: c. GORMAN Page 20 of 75 '$,,;. { *1 :.lt ;:l;,',q;":q :' l.it li 'i :l$ i :qff..:.:$i;::" A302PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MASTER BATH PRELIMINARY REPORT SYSTEM/UNIT: FC_1 READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/08/01 2'7 854j UNIT DATA MOTOR DATA Make CARRIER Make/Frame BALDOR lVlodel No/Type/Size 42BHC06 H.P.7/3 Serial Number 991601-80-1 RPM t't25 An./Class CW/HW/FAN COIL Volts 11-5/208/230 Discharge HOR]ZONTAL Phase/HerU L/60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore AR56 X 3/4'' NEW S.L.Amps 1.35 NO. Belts/make/size 1-4r,390 NEw Sheave Diam/Bore 3-r/2' x r/2. No.Filter/type/size I-L6x24x2 Sheave ooer. Diam 3 .6" Sheave C/L Distance 9rt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0 .04 Register Total 600 602 Ext Suction S.P.0.05 Fan RPM 969 External S.P.0.55 0.09 Motor RPM 1_ ,7 25 1,7 56 FAN SUCTION 0.15 Heating Motor Volts 208 2t\LAT 100 104 Motor Volts 208 2tL EAI 68 14 Motor Volts Temp. ditf.32 30 Motor Amps 3.0 MBH 21 .3 14.3 Motor Amps 3.0 2\GPM 1.5 r.4 Motor Amps EWT/LWT r11- / t4L CFLA Cooling Starter EAT DB/vVB 11/59 16 Sound Levels OK LAT 52 53 Vibration OK Temp. diff.25 23 Control/Thermostat-Check OK GPM 3.5 3.8 Outside Air CFM LWT/EWT /44 51/44 Retum Air CFM 602 OSA TEMP. EAN SU IO ]NCLUDE FILTER AND COIL ^P e 5/30/01 Page 21 of 75 fi : :il: drrF t: jl.$t.${ ; itj $i i'*,; i Sl*.::)j-)$t'i A302PROJECT: LOCATION: WESTHAVEN CONDOMTNIUMS MECH CLOSET PREITMINARY REPOR? SYSTEM/UNIT: FC-5 READINGS BY: c. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/08/01 21854j UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE NIodel No/Type/Size 3 6BVW-D H.P.r/3 Serial Number w0 6057 2 61 5 RPM 77 25 An./Class CW/HW/FAN COIL Volts Lr5/208/230 Discharge UP FLOW Phase/HerE L/6A Make Sheave BROWNING F.L.Amps 6.0/3.0 Sheave Diam/Bore 6,' X 3y4"S.L.Amps 1.15 NO. Belts/m a ke/size '1,- 4L400 Sheave Diam/Bore 3-3/4" X 7/2" No.Filter/type/size 1-2 0X2 0X1 Sheave ooer. Diam 3 .25 Sheave C/L Oistance 13tt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 700 Ext Discharge S.P.0.07 Register Total 760 184 Ext Suction S.P.0.09 Fan RPM 893 External S. P.0 .44 0.16 Motor RPM 1 1)q 1,7 34 FAN SUCTION Q .42 {eating l\ilotor Volts 208 272 LAT 100 104 Motor Volts 208 212 EAT 5B 14 Motor Volts Temp. diff.32 30 Motor Amps 3.0 2.5 MBH 27 .9 18.6 Motor Amps 3.0 2.5 GPM Tq 1.5 Motor Amps EWT/LWT rB0 /]-13 / r41 CFLA Cooling Starter EAT DB^,vB 11/59 14 Sound Levels OK LAT 52 51 Vibration OK Temp. diff 25 23 Control/Thermostat-Check OK GPM 7.5 1.9 Outside Air CFM LWT/EWT /44 s6/44 Return Air CFM '7 B4 OSA TEMP. FAN SUCTIOI LUDES FILTER AND COIL ^P & 5/30/07 Page 22 af 75 ri:ii ::l,ii,;'::l:!.di!1;-.::"!''Lj ;: 'il *;.::'"f i;:'::i lil'*i':'f" A302PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MECH CLOSET PREL]MINARY REPORT SYSTEM/UNIT: FC-10 READINGS BY: C. GORMAN TEST DATE: FILE NAME: tab 4-38 5/08/01 21854) UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE It4odel No/Type/Size 5OBVW-D H.P,7/2 Serial Number w060674114 RPM ]-125 Arr./Class CW,/HW/FAN COIL Volts 7r5 /208 /230 Discharge UP FLOW Phase/HerE 7/ 60 Make Sheave BROWNING F.L.Amps 8.6/4.'7/4.3 Sheave Diam/Bore 6" x 3/4"S.L.Amps 7.25 NO. Beltslmake/size t-4L440 Sheave Diam/Bore 3-I/4n x 5/B" No.Filter/type/size 2-r6X25X2 Sheave ooer. Diam 3" Sheave C/L Distance 1At' TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 1 ?qn Ext Discharge S.P.0 .7'7 Register Total 1/ 350 1, 420 Ext Suction S.P.0.15 Fan RPM Bt-6 Extemal S.P.0.43 0.32 Motor RPM L,125 L,7 36 FAN SUCTION 0 .48 Heating Motor Volts 208 272 LAT 94 101 lvlotor Volts 208 2L2 10 75 Motor Volts Temp. diff.B4 26 Motor Amps 4.3 3.2 MBH 103. 9 29.2 lvlotor Amps 4-3 GPM 20 .0 72 .0 Motor Amps EWT/LWT 780 /L73 / L4L CFLA Cooling Starter EAI DBilVB 1B/59 75 Sound Levels OK LAT 55 51 Vibration OK Temp. diff.23 1B Control/ThermostaFCheck OK GPM 7.0 1n outside Air cFM LWT/EWT /44 53/ 44 Return Air CFM -1 , 420 OSA TEMP. AN SUCTI INCLUDES FTLTER AND COfT. ^P & 5/30/0"7 Page 23 of 75 ,:..! 6l ;:.r,i* gr;lrfii,J\,' i',j il -i',.: $ T' :l,lt $i".---: Si"j' A401PROJECT: LOCATION: WESTHAVEN CONDOMTNTUMS POWDER ROOM PREITMINARY REPORT SYSTEM/UNIT: FC-1 P. READINGSBY: c. GoRMAN CO TEST DATE: FILE NAME; tab z1-38 05/0e/01 21854) UNIT DATA MOTOR DATA Make CARRIER Make/Frame BALDOR Model NoiType/Size 42BHC06 H.P.L/3 Serial Number 991601-50-3 RPM 1125 Arr./Class CW/HW/FAN COIL Volts trs /208 /230 Discharge HORTZONTAL Phase/Herts 7/60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore AR56 X 3/4'' NEW S.L.Amps 1.3s NO. Belts/m a ke/size 7_4L250 NEW Sheave DiamlBore 3-3/4" x L/2" No.Filter/type/size 7-1,6X24x2 Sheave oper. Diam 3.5" Sheave C/L Distance 9rt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0.18 Register Total 600 61,4 Ext Suction S.P.0.11 Fan RPM 91 5 External S.P.0.5s 0.29 Motor RPM 7,125 FAN SUCTION 0 .25 Heating Motor Volts 208 2t2 TAT 100 103 Motor Volts 208 272 EAT 68 14 Motor Volts Temp. ditf.32 29 Motor Amps 3.0 2.5 MBH 27 .3 L4.L Motor Amps 3.0 2.5 GPM 1.5 Motor Amps EWT/LWT [tt/r52 CFLA 9ooling Starter EAT DB/l/VB 11/59 '74 Sound Levels OK LAT 52 55 Vibration OK Temp. diff.25 79 Control/Thermostat-Check OK GPM 3.6 Outside Air CFM LWT/EWT /44 56/44 Retum AL CFM 614 OSATEMP. FAN SUCTIOI NCLUDES FTLTER AND COT T. ^ & 5/30/01 Page 24 of 75 r ^ F*-a' ,l $$ffi,1ffiffi-,".}{|**It*..FP*'h PROJECT: $; 1 !:t ;I;,; : 1':'6"i-:.1\"!' *. iii 't *-,:!T ;:,i[ ;f'1': $,t"] WESTHAVEN CONDOMINIUMS PRELIMINARY REPORT A4O1LOCATION: MASTER crosEr SYSTEM/UNIT: Fc-2 TEST DATE: s/09/01 & 5/30/a7 FILE NAME: 27854j READINGS BY: c. GoRMAN tab 4-38 UNIT DATA MOTOR DATA Make CARRIER Make/Frame BA],DOR Model No/Type/Size 4 2BHCO B H.P.r/3 Serial Number 99r60r-ro-2 RPM ]_125 Arr./Class CWIHWIFAN COIL Volts r75/ 208-230 Discharge HORIZONTAl.,,Phase/HerE L/ 60 Make Sheave BROWNING F.L.Amps 6.0 /3 .0 Sheave Diam/Bore 4-3/4" X 3/4"S.L.Amps 1.15 NO. Belts/make/size 7-A23 Sheave Diam/Bore ?_1 /Ai v 1lttl No.Filter/type/size 1-I6x24x2 Sheave oDer. Diam 2 .9" Sheave C/L Distance 9' TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total cFM 100 Ext Discharge S.P.0. 15 Register Total 700 '7 27 Ext Suction S.P.0. 0B Fan RPM 1,,029 External S.P.0.40 0.23 Motor RPM 1 ,125 L,1 42 FAN SUCTION 0 -32 Heating Motor Volts 208 2L7 LAT 100 111 Motor Volts 208 2L7 trAl 6B 13 Motor Volts Temp. diff.32 38 Motor Amps 3.0 2.4 MBH 30.6 2T.B Motor Amps 3.0 )A GPM 1q r.4 Motor Amps EWT/LWT ]-13 / 1-41 CFLA Cooling Starter EAT DB/VVB 1t /59 73 Sound Levels OK LAT 52 53 Vibration OK Temp. diff.25 20 Control/Thermostat-Check OK GPM 4.8 4.8 Outside Air CFM LWT/EWT /44 s3/44 Retum Air CFM 12't OSATEMP. FAN SUCTTO TNCLUDES FTLTER AND COTT, ^P Page 25 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINTUMS HALLWAY PREIIM]NARY REPORT SYSTEM/UNIT: Fc-7 f.ri lil ;$r$:; qtrl !"i lt f-:,.t$ I :.il[:1t] ]t :' 4401 UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frcme (JCr Model Noffype/Size 3 6-HBAW- 4 H.P.7/3 Senal Number w060673529 RPM :-'725 Arr./Class cwlHWlFAN COrI,Volts 248 Oischarge HORTZONTAL Phase/Herts 7/ 60 Make Sheave BROWNING .L.Amps 6.0 /z .2 /3.0 Sheave Diam/Bore 6.4' X 3/4"S.L.Amps 1 .35 NO. Belts/make/size 7-4L390 NEW Sheave Diam/Bore 3-7/4" X 7/2" No.Filter/type/size 7-r6X32X2 Sheave ooer. Diam 3.0" NEW Sheave C/L Distance ]-2" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0.08 Register Total 8s0 874 Ext Suction S.P.0.06 Fan RPM 846 Extemal S.P.n L1 0. 14 Motor RPM 1 1)q L,7 42 FAN SUCTION 0-26 Heating Motor Volts 208 272 LAT 99 Motor Volts 208 2r2 EAT -79 Motor Volts Temp. diff.118 Motor Amps 3.0 2.1 MBH 99.5 Motor Amps 3.0 2.1 GPM 3.5 3.4 Motor Amps EWT/LWT IBO / Cooling Starter EAT DB/l/VB '79/59 Sound Levels OK LAT 54 Mbration OK Temp. ditf.25 Control/Thermostat-Check OK GPM ?q 2.6 Outside Air CFM LWT/EWT /44 Return Air CFM B-t 4 OSATEMP. : FAN SUCTIOI INCLUDES F ILTER AND COIL ^P TEST DATE: FILE NAME: tab 4-38 BLOWN TRANSFORMER, UNIT IS NOT RUNNING 5/09/01 & 5/30/0'7 27 e54j READINGS BY: C. GoRMAN Page 26 of 75 WESTHAVEN CONDOMTNIUMS o .:.{ffi a.ti.: i{-IY 'f*r:- i' it:lli}{=:'*l'{" BLDG 'AI PRELTMTNARY REPORTPROJECT SYSTEM FAN COIL SUPPLY A]R GARAGE LVL E],EV 1ST ELR LOBBY 2ND FLR LOBBY 221 3RD FLR LOBBY 354 4TH FLR LOBBY 420 Area Served TEST DATE: FILE NAME; tab hood 1 5/1,'t /01 27 854j (Jutlet Size Design CFM Final CFM Prel. CFM % READINGS BY: C. GoRMAN Page 27 of 75 {}t.i I i""[ i 'l i:.:::^f- $:.1;i::]H i' WESTHAVEN CONDOMINIUMS PRELIMINARY REPORT FAN COII-, SUPP],Y ATR o ,iqtrii A101 PROJECT SYSTEM Size CFM CFM CFM Vo AL01 FC-t POW ,l l1 72X3 40 34 36 90% BED 2 2 L2X4 90 1,54 95 106% BED 2 A 12x4 100 202 110 110% BED 2 BATH A L2x4 10 772 74 't06% BED 3 A ]'2X4 100 150 9L 9't% BED 3 6 A 72x4 130 792 132 't02vo BED 3 BATH 7 A 12X4 70 156 75 1070/o TOTAL 600 1,000 613 't02% FC-2 MASTER BATH I A 18X4 120 145 132 'l1}Vo MASTER BED A zz A o 240 306 26L 1090/6 MASTER BED 10 A 22X6 240 260 242 't010/, MASTER BED 11 A 12x4 100 91 709 10go/o TOTAI 700 802 '7 44 1060/o FC-7 DINING 12 A 20x4 155 I4T r46 940/o DINING 13 A 24X4 200 191 t94 97Yo LIVTNG 14 24x4 200 153 I6B 84% LIVING '15 A 20x4 155 148 r43 92Yo KTTCHEN to 1,2x4 10 B5 75 1070/o HALL 17 t2x4 't0 60 64 91Yo TOTAL 850 1'7 B 790 93% REMARKS: Area Served TEST DATE: FILE NAME: tab hood 1 s/1/0'7 21 9q Ai T Outlet Design Prel.Final- READINGS BY: c. GoRMAN Page 28 of 75 ,-.Ji.:":' :. {['l i itl $"i i;:l]ril'*lf l WESTHAVEN CONDOMINIUMS PRELIM]NARY REPORT FAN COIL SUPPLY AIR o ,i"lrif: A102 PROJECT SYSTEM At02 F.C-L MASTER BATH 1 18 X 4 r20 IT4 L2L 't010/0 MASTER CIOSE?A 72x3 30 79 33 110o/o MASTER BED A 20 x 6 225 303 248 110Vo MASTER BED 4 20x6 225 293 243 108% TOTAL 600 '7 B9 645 1087" FC-5 BED 2 24X4 200 191 205 1031o BED 2 BATH 6 12X4 70 /o 11 't'lovo BED 3 7 A 72x4 95 91 99 1O4o/o BED 3 8 A 12x4 95 BB 89 94% BED 3 BATH I A 72x4 10 B5 76 109Vo I3T,D 1 10 A l.2X4 BO 92 83 't04vo BED 4 11 A t2x4 BO 6B 14 93% BED 4 BATH 12 A t2x3 40 31 43 104% HALL 13 A 15 X 4 115 19 II2 97y. POW 14 A 12X3 40 51 4I 103yo TOTAL BB5 864 899 1020/, FC-10 KITCHEN A 12x4 90 92 92 'to20/o ENTRY '16 A 12x4 BO 86 B6 1O8o/o DINING A 24x4 200 214 2\4 107vo DINING 18 A 24X4 224 221 22L 't00vo LIVING '19 A 24X4 220 222 222 1l'to/o LIVING 20 A 24X4 220 236 236 107vo LIVING 21 24x4 220 224 224 102o/o LIVING,/ENTRY MB 12X4 100 91 97 910/o TOTAL 1 ?(n r, 386 1030h REMARKS: Area Served TEST DATE: FILE NAME: tab hood 1 Deslgn CFMT Outlet Size Prel. CFM FinalCFM % 5/8/0'7 21 8541 READINGS BY: C. GoRMAN Page 29 of 75 t)*-ii.^I. T' "l"i:.*I'f :igr i'r'. ; ffi.]' WESTHAVEN CONDOMIN]UMS PRELIMINARY REPORT FAN COIL SUPPLY AIR o .*$it A201 PROJECT SYSTEM A201 FC-1 POW 'I A 12x3 40 44 bT'D Z A 72x4 90 101 81 97yo iJLU Z A 12x4 100 LL4 98 98% BED 2 BATH 4 A 1,2x4 10 123 76 109% llt D J 5 A 12x4 100 109 92 92% BED 3 12x4 130 200 139 107Vo BED 3 BATH 7 12x4 70 L67 71 1100/o TOTAL 600 858 s69 950/o EC-2 MASTER BATH I A 18 X 4 L20 206 I3I 1ogo/a MASTER BED 9 A 22X6 240 282 250 1040/o MASTER BED 10 22X6 240 243 229 95% MASTER BED 11 A t2x4 100 105 109 109% TOTAL 700 836 '7 r9 103o/o FC-7 DINTNG 12 20x4 155 261 L69 1090/0 DINING '13 A 24X4 200 22I 1BB 94% LIVING 14 A 24x4 200 234 799 100% LIVING 15 20x4 155 230 L64 106% KITCHEN to A 12x4 10 141 15 1070/o HA]-.,L 17 A 12X4 10 '1,22 77 1100/o TOTAL 850 1,191 872 103% REMARKS; Area Served TEST DATE: FILE NAME: tab hood 1 Design CFMT Outlet Size Prel. CFM Final CFM % 5/8/09 27 B 54)READINGS BY: c. GoRMAN Page 30 of 75 {}* i-i.!r"i' 1 irii$': itfi a:',",}tr: WESTHAVEN CONDOMINIUMS PREL]MINARY REPORT FAN COIL SUPPI,Y AIR o ,tii.: a202 PROJECT SYSTEM a202 FC-1 MASTER BATH 1 IBX4 120 1,29 L74 95% MASTER CLOSET 2 A 12x3 30 56 33 11l%o MASTER BED 20x6 225 293 241 't'tlvo MASTER BED 20x6 225 2Bt 240 107% TOTAL 600 759 634 106% FC-5 BED 2 5 A 24X4 200 202 202 101% BED 2 BATH o A 12X4 '70 16 76 1090/0 BED 3 7 A 12x4 95 101 101 1060/" BED 3 8 A 12X4 95 89 B9 94o/o BED 3 BATH t2x4 '70 'tI '79 1130/0 BED 4 10 A 12X4 BO 81 B1 101o/o BED 4 11 A 12x4 BO 11 11 960/0 BED 4 BATH 12 A t2x3 40 43 108% HALL 13 15X4 115 111 111 97% POW 14 A L2X3 40 42 42 105% BB5 901 901 1O2Vo FC-10 KITCHEN 15 A 12x4 90 95 96 '107% ENTRY 16 12x4 80 B6 91 1',t 40/o DINTNG 17 24X4 200 186 L94 97% DINING 18 A 24X4 220 2I'7 223 101o/o ]-.,IVING 't9 24X4 220 209 2tB 99% I,TVING 20 24X4 220 273 224 102% I,IVING 21 24x4 220 271 229 104yo L]VING,/ENTRY MB 22 A 12x4 100 106 107 't07% TOTAI,1 ?qn 1 ?? q 1,382 102% REMARKS: Area Served TEST DATE: FILE NAME: tab hood 1 ti Outlet Size Design CFM Prel. CFM FinaT-CFM o/o 5/8/01 21854i READINGS BY: c. GoRMAN Page 31 of 75 rl;i:.:'!-ti""f.i : "t *::::'!' it: i-;ri]! R"i- WESTHAVEN CONDOMINIUMS PRELIM]NARY REPORT FAN COIL SUPPLY AIR o ,i:r:t A301 PROJEGT SYSTEM A301 FC-1 POW A 12X3 40 39 31 93Vo trLLJ Z A 72X4 90 93 87 970/o BED 2 A :-2x4 100 130 106 106% BED 2 BATH A t2x4 70 L27 15 107% BED 3 5 A 12x4 100 B9 93 93% BED 3 A 12x4 130 190 r31 105% BED 3 BATH 7 A 12x4 10 1,2r 12 103% TOTAL 600 783 607 10'to/. l.C-2 MASTER BATH It A 18 X 4 L20 2L0 L29 108o/o MASTER BED A 22x6 240 239 238 99o/a MASTER BED 10 A 22X6 240 264 244 102% MASTER BED 1'l A 12x4 100 709 93 93o/o TOTAL 700 822 104 101o/o FC-7 DINING 12 A 20 X 4 155 161 I49 96% DINING 13 A 24x4 200 L64 187 94% ].,IVTNG 14 A 24X4 200 134 193 9710 LIVING 15 A 20x4 155 132 154 99% KITCHEN A 72X4 70 99 72 103% HAl-,,L 17 A 12X4 10 B5 61 96% TOTAI,850 775 822 970/o Area Served REMARKS: TEST DATE: FILE NAME: tab hood 1 Design CFM# Outlet Size Prel. CFM FinaI-CFM o/o FC-7 20% LESS IN 1OO% OUTSIDE AIR MODE 5/B/01 & 5/29/01 2't 8s4j READINGS BY: C. GoRMAN Page 32 of 75 i"i i"r.. *'t' nili:"i !qilfjr:-; iil'l WESTHAVEN CONDOMINIUMS PRELIMINARY REPORT EAN CO]L SUPPLY AIR o ;::ii4 4302 PROJECT SYSTEM 4302 FC-t MASTER BATH 1 A 18 X 4 L20 118 IIl 98% MASTBR CLOSET 2 A 12x3 30 3'7 32 107Yo MASTER BED 3 A 20x6 225 301 279 970/o MASTER BED i4 A 20 x 6 225 311 234 1040/0 TOTAL 600 767 602 100% FC-5 BED 2 5 A 20x4 180 233 189 1050/" BED 2 BATH o A 12x4 65 109 '77 1090/a If LU J 7 A 12x4 15 98 72 96% DIl U J A 12x4 75 103 76 'to10/" BED 3 BATH I A 12x4 65 73 63 97Vo BED 4 10 A 12x4 BO 104 19 99o/o BED 4 't1 A !2x4 BO L74 B4 105% BED 4 BATH 12 A 12x3 65 1I 69 106% HALL 13 A L2X4 40 46 44 110o/o POW 14 12x3 35 4I 31 106% TOTAL 16Q 992 184 103% FC-10 KITCHEN 15 12x4 90 9T 91 't08% ENTRY 16 12X4 80 B6 86 108% DINTNG 17 A 24X4 200 209 209 105% DINING 18 24x4 220 23r ZJL '1050/6 LIVTNG 19 A 24x4 220 221 227 1030/0 LIVING 20 A 24x4 220 236 236 1070/o LIVING 21 A 24X4 220 229 229 1040 L]VING,/ENTRY MB A 12x4 100 105 105 105% TOTAL 1,350 L, 420 L, 420 't050/0 l REMARKS: Area Served TEST DATE: FILE NAME: tab hood't T Outlet Size Design CFM Prel. CFM FinEI-CFM % 5/B/01 ?'7 eq a;READINGS BY: c. GoRMAN s,5/29/0't Page 33 of 75 ij:.i T i, *"i- T!ri1* : :"r*:i}=ai:'*- WESTHAVEN CONDOMINIUMS PRELIMTNARY REPORT FAN COIL SUPPLY AIR o ,{:::{ A401 PROJECT SYSTEM A401 FC-1 POW 1 A 12X3 40 4T 4t 103% BED 2 A 12X4 90 93 93 103% BED 2 A 12X4 l_00 108 108 '1080/o BED 2 BATH 4 A L2x4 70 14 14 106% BED 3 5 72x4 100 94 94 94% BED 3 6 12x4 130 T2B t28 98% BED 3 BATH 7 fI 12X4 10 '76 16 109% TOTAL 600 6]-4 614 102% sc-2 MASTER BATH 8 A 18 X 4 720 1BB 732 110% MASTER BED I A 22X6 240 221 248 103Vo MASTER BED 10 A 22X6 240 220 24r 100% MASTER BED 11 A 12X4 100 98 706 1060/o TOTAL 700 133 '7 21 104% EC-7 DIN]NG A 20x4 155 258 764 't06% DINING A 24X4 200 283 206 103% LTVTNG 14 A 24x4 200 2BB 207 104% LIVING 15 A 20 x 4 155 266 161 1040/o KITCHEN 16 A 12v,4 70 75 12 1037o EN?RY/HA].,,L 17 A 12X4 10 30 64 91% TOTAL 850 1,,200 81 4 103% I I REMARKS: Area Served TEST DATE: FILE NAME: tab hood 1 5 /8 /07 21854j T Outlet Size Design CFM Final CFM % Prel. CFM READINGS BY: C. GoRMAN & s/29/A1 Page 34 of 75 WESTHAVEN CONDOMTNIUMS o .,'l iF;:.,)ii"i't 1..,i :"i nilS"i :.ii;F{1,.ir.T BUILDING 'AI PREI.,TMTNARY REPORTPROJECT SYSTEM EXHAUST FANS 4101 EF-9 MASTER TOIIET 15 7B 1B 1040/0 MASTER TUB t5 B1 B1 108% TOTAI,1-50 159 159 106% A102 EF- 9 MASTER TO]IET 1 15 69 69 920/0 MASTER TUB 2 15 74 14 99o/o TOTAL 150 1,43 L43 95% A20t ET -Y MASTER TOTLET 1 15 66 68 91',/o MASTER TUB 2 75 B3 19 105yo TOTA].,,150 1,49 L41 98% L202 EF- 9 MASTER TOILET 1 15 64 13 970/o MASTER TUB 15 B1 7B 104% TOTAL 150 1Aq 151 10't% A301 LI-J MASTER TOILET 15 19 '79 1050/0 MASTER TUB 15 12 '72 96% TOTAI 150 151 151 101% A302 IiT -Y MASTER TOILET 1 15 14 14 99% MASTER TUB 2 15 79 19 105% TOTA],t_50 153 153 1020/0 A401 EF-9 MASTER TOILET 1 15 B2 B2 109% MASTER TUB 2 75 /o to 101o/o TOTAL 150 158 158 105% REMARKS: Area Served TEST DATE: FILE NAME: tab hoodl Design CFMT Outlet Size Prel. CFM Final - CFM % 5/'7 /01 ,'le\41 READINGS BY; c. GoRMAN vage Jb or lb *: :"tlq:J l$l' i]:,* :: or'fi;:jl" ii..:ll l!r.\ilj f;. li' PROJECT SYSTEM WESTHAVEN CONDOMINIUMS PRELIMINARY Area Served tt System No. Design CFM Finaf CFM A1 01 BED 2 BATH 1 EF_2 100 94 BED 3 BATH 2 EF.2 100 92 POW ?EF- 1 50 41 A102 BED 2 BATH 1 EE-2 100 106 BED 3 BATH 2 Lr - z 100 103 BED 4 BATH EE-2 100 9B POW 4 EF-1 50 55 A207 BED 2 BATH 1 EE-2 100 106 BED 3 BATH 2 EF-2 100 109 POW J EF-1 50 52 A202 BED 2 BATH 1 EF-2 100 107 BED 3 BATH EF-2 100 t09 BED 4 BATH EF-2 100 104 POV[4 EF-1 50 53 A301 BED 2 BATH 1 EE-2 100 97 BED 3 BATH EF-2 100 104 POW EF_1 50 49 EF-1 FANTECH FRlOO 50 T'E - Z FANTECH FR11O 100 EF- 1O PANASONIC I FVOsvQ2 |50 EF-11 PANAsoNrc I FV11vQ2 |100I REMARKS: TEST DATE: FILE NAME: tab hoodl 5/1/0'7 2'7854)READINGS BY: c-Gorman Page 36 of 75 *. }:t*;i.{};;1" }::! ll\i :' ${:i*::r'{:ii::-f a :-ffr.j PROJECT SYSTEM WESTHAVEN CONDOMINIUMS PRELIMINARY Area Served # System No. Design FinEICFM CFM A302 BED 2 BATH 1 EJT _ '100 702 BED 3 BATH EJI - ' t_00 vo BED 4 BATH EJE-1 100 9L POV{4 EF-1 50 41 .A4 01 BED 2 BATH 1 BF-2 100 1oB BED 3 BATH E I-L 100 107 POVi EF-1 50 51 EF-1 FANTECH FRlOO 50 LT-Z FANTECH FR11O 100 I-T--LU PANASONIC FV05VQ2 50 EE-11 PANASONIC FV11VQ2 100 REMARKS: TEST DATE: FILE NAME: tab hood 1 5/o'7 /07 2'7 854j READINGS BY: c. Gorman Page 37 of 75 r - ts'l roffi,Iffiffi PRoJECT: l WESTHAVEN CONDOS SECTION B L D G FILE NAME: 278541 PROJECT: LOCATION: ;,] gi,:t:,!") f ; 5qlq..:,i..! * :"$r$" ltil.'j$F':' PREIIM]NARY REPORT BUTLDING 'B' SYSTEM/UNIT: Fc-11 WESTHAVEN CONDOMTN]UMS 4TH FLOOR FAN SUCTTON INCT-,UD S FILTER AND COI TEST DATE: FILE NAME: tab 4-38 READINGS BY: c. GoRMAN UNIT DATA MOTOR DATA Make CARRIER MakelFrame tr -l- Model No/Type/Size 42BHC08K H.P.L/4 Serial Number 99760r-50-2 RPM An./Class cwlHr{,/FAN COII.,Volts 208 Discharge HORIZONTAL Phase/Herh 1-/60 Make Sheave BROWNING F.L.Amps Sheave DiamlBore A-3/A't x ?/Ltl S.L.Amps NO. Belts/make/size I-1 20 Sheave Diam/Bore 3-3/4" x 1/2" No.Filter/type/size Sheave ooer. Diam 3.4" LOWEST Sheave C/L Distance TEST DATA TEST DATA DESIGN ACTUAL 21 8541 & 5/30/01 Page 39 of 75 i.l$t &-i::.i:.ljit,f.\ i ,-.!$i ?:_:li!,T' ltni'*lRF 8101PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS POWDER ROOM PRELIMINARY REPORT SYSTEM/UNIT: FC-1 READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/08/0'1 2',7 B54j UNIT DATA MOTOR DATA Make CARRIER Make/Frame BALDOR Model No/Type/Size 42BHC06 H.P.7/3 Serial Number 991601-60-2 RPM t'7 25 An./Class CW/HW,/FAN COIL Volts rt5/208/230 Discharge HORIZONTAL Phase/HerE 7/60 Make Sheave BROWNTNG F.L.Amps 6.0/3.2/3.0 Sheave Oiam/Bore AR64 X 3/4" NEV{S.L.Amps 1 .35 NO. Belts/make/size 1_4L260 NEW Sheave Diam/Bore 3-3/4" x r/2" No.Filter/type/size L-16x24x2 Sheave ooer. Diam 3.7" Sheave C/L Distance J" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0.16 Register Total 600 618 Ext Suction S. P.0.05 Fan RPM 91 0 External S.P.0.55 0 -2r Motor RPM 7,725 7,163 FAN SUCTION 0.25 Heating Motor Volts 208 2L3 LAT 100 7L2 Motor Volts 208 2]-3 EAT 6B 69 Motor Volts Temp. diff.32 43 Motor Amps 3.0 2.5 MBH 27 .3 2r.0 Motor Amps 3.0 2.5 GPM 1.8 Motor Amps EWT/LWT L7L/754 CFLA Cooling Starter EAT DB^/vB 1t /59 69 Sound Levels OK LAT 52 52 Vibration SLIGHT Temp. diff.25 I1 ControYThermostat-Check OK GPM 3.0 Outside Air CFM LWT/EWT /44 58/44 Retum Air CFM 618 OSA TEMP. FAN SUCTIO INC],UDES TER AND COIL ^P & 5/30/01 Page 40 of 75 i:: -j iq ir.;.:.1::: j\ lq ;i: :'i..,1 ji{ i :: g-i'!| tr;;:r ]:{}};i : 8101PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MASTER CLOSET PRELIMINARY REPORT SYSTEM/UNIT: EC-2 READINGS BY: C. CORMAN TEST DATE: FILE NAME: tab 4-38 5/08/01 2',1854) UNIT DATA MOTOR DATA Make CARRIER lVlake/Frame BALDOR Model No/Type/Size 42BHCOB H.P.L/3 Serial Number 991601-10-4 RPM t7 25 Arr./Class CW/HW,/FAN COIL Volts 208-230 Discharge HORIZONTA].,Phase/HerE t/60 l\ilake Sheave BROWNING F.L.Amps 6.0/3.0 Sheave Diam/Bore 4-3/4" X 3/4"S.L.Arnps 1.15 NO. Belts/make/size 7-A23 Sheave Diam/Bore 3-r/4" x r/2. No.Filter/type/size t-r6x24x2 Sheave oper. Diam 2.9" LOWES? Sheave C/L Distance 9" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 700 Ext Discharge S.P.0.18 Register Total 700 727 Ext Suction S.P.0. 08 Fan RPM 989 External S.P.0.40 u - zo lilotor RPM FAN SUCTION 0.32 Heating Motor Volts 208 2I3 LAT 100 104 Motor Volts 208 213 EAT 68 69 Motor Volts Temp. diff.32 35 Motor Amps 3.0 2.4 MBH 30.6 20.7 Motor Amps 3.0 2.4 GPM 1q 1.7 Motor Amps EWT/LWT L7L/r52 CFLA Cooling Starter EAT DB^,vB 1t /59 69 Sound Levels OK LAT 52 56 Vibration SLIGHT Temp. diff.25 13 ControYThermostat-Check OK GPM 4.8 4tr, Outside Air CFM WT/EWT /44 51 / 44 Retum Air CFM 721 OSA TEMP. : FAN SUCTI INCLUDES FI],TER AND COIL ^P & 5/30/01 Page 41 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS BATH 2 PRELIMINARY REPORT SYSTEM/UNIT: Fc-7 ,i:...: lllit tii":rlr gL ;iir ai :-\l-i..i :: ;:-:$l' i-.{Ft;]l"f 8101 UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/Type/Size 5 b-HIJAW- 4 H.P.r/3 Serial Number w06061 3527 RPM 77 25 Arr./Class CW,/HW/FAN COIL Volts 208 Discharge HORIZONTAL Phase/HerE r/60 Make Sheave BRO!'N]NG F-L.Amps 6.0/3.2/3.0 Sheave Diam/Bore S.L.Amps 1.35 NO. Belts/make/size L-4L394 NEW Sheave Diam/Bore 3-L/4" x L/2" No.Filter/type/size I-r6X32X2 Sheave ooer. Diam 3.25" NEW Sheave C/L Distance r2" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0.09 Register Total 850 840 Ext Suction S.P-0 - 08 Fan RPM 852 bdemal S.P.0.41 0.17 Motor RPM 1, , 125 7,'/ 46 FAN SUCTION 0 .29 Heating Motor Volts 208 271 LAT 99 101 Motor Volts 208 2L3 EAT -r9 69 Motor Volts Temp. diff.118 32 Motor Amps 3.0 2-B MBH 99.5 2L.2 Motor Amps 3.0 2.8 GPM 3.5 2.5 Motor Amps EWT/LWT IBO /r'7 r / ]-53 CFLA Cooling Starter trt\ I DB/VVB 70 /qo 69 Sound Levels OK LAT 54 55 Vibration OK Temp. diff.25 L4 Control/Thermostat-Check OK GPM 2.5 2.1 Outside Air CFM LWTiEWT /44 54/43 Retum Air CFM 840 OSATEMP. AN SUCTIO { INCLU D f ILTER AND COIL ^P TEST DATE: FILE NAME: tab 4-38 20% LOWER ON OSA 0s/08/07 21854j READINGS BY: c. GoRMAN e 5/30/01 Page 42 of 75 :& $ R i::'r::t F$,\ il:.r1,'l"i"i l: ':"{ri $; j':l!:}, g;ii..: i-: l' BLO2PROJECT: LOCATION: WESTHAVEN CONDOMTNIUMS MASTER BATH PRELTMTNARY REPOR" SYSTEM/UNIT: FC-1 OIL ^P. READINGS BY: c. GoRMAN TEST DATE: FILE NAME: tab 4-38 s/08/07 21854j UNIT DATA MOTOR DATA Make CARRIER Make/Frame BALDOR Model No/Type/Size 42BHC06 H.P.L/3 Serial Number 9 916 01--2 0 -3 RPM 1,'7 25 Arr./Class CW/HW/F'AN COIL Volts r15/208/230 Discharge HORIZONTAL Phase/Hertz L/60 Make Sheave BROWNING F.L.Amps 6 .O /Z .2/3 .O Sheave Diam/Bofe AR56 X 3,/4" NEW S.L.Amps 1.35 NO. Belts/make/size 1-4L390 NEW Sheave Diam/Bore 3-3/4" x 7/2" No.Filter/type/size r-76x24X2 Sheave ooer. Diam 3.5" Sheave C/L Distance 9u TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0.07 Register Total 600 65r Ext Suction S.P.0.09 Fan RPM 7,012 E)(emal S.P.0. 55 0.16 Motor RPM 7,125 L,753 FAN SUCTION 0 .79 H6ating Motor Volts 208 272 LAT 100 114 Motor Volts 208 22 EAT 6B 6B Motor Volts Temp. diff.32 46 Motor Amps 2.r MBH 27.3 ?a 1 Motor Amps 3.2 2.I GPM 1q 1.5+- lvlotor Amps EWT/LWT CFLA Cooling Starter EAT DB/vVB '7'7 / 59 6B Sound Levels OK LAT 52 51 Vibration OK Temp. ditf.25 I1 Contro l/Thermos lat-Check OK GPM 3.5 4.0 Outside Air CFM LWT/EWT /44 55/44 Retum Air CFM 651 OSA TEMP. FAN SUCT]OI tr INCLUDES FILTER AND COIL ^ & 5/30/01 Page 43 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS LAUNDRY ROOM PRELIMINARY REPORT SYSTEM/UNIT: FC-3 &,1 rq. e ::: !$ri\$q" i. .":-' ::! -l-{[S'T it :i: i]!{} &i'{ 8102 UNIT DATA MOTOR DATA Make CARRIER Make/Frame BALDOR Model No/Type/Size 06xK03860---H.P.r/2 Serial Number 991601-10-6 RPM I'725 Arr./Class CW/HW/FAN CO]L Volts 208 Discharge HORIZONTAL Phase/Hertz r/60 Make Sheave BROWNING F.L.Amps 8.4/4.2 Sheave Diam/Bore AK64 X 3/4" NEW S.L.Amps r.25 NO. Belts/make/size 1-A25 Sheave Diam/Bore 3-L/4" X r/2" No.Filter/type/size CAN'T REMOVE -Sheave oDer. Diam 2.9n t.,olfEST POOR ACCESS Sheave C/L Distance TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0.10 Register Total 850 887 Ext Suction S. P. Fan RPM 834 External S.P.0.43 0.10 Motor RPM t ,125 FAN SUCTION 0.35 Heating Motor Volts 208 2r3 LAT 100 L04 Motor Volts 208 273 EAT 6B 1L Motor Volts Temp. diff.32 33 Motor Amps 4.2 2.9 MBH 39.2 23.1 l\ilotor Amps 4.2 2.9 GPM 7.7 2.0 Motor Amps EWT/LWT L80 /L1r/752 CFLA Cooling Starter DB/vVB '7'7 / 59 7t Sound Levels OK LAT q4 Vibration OK Temp. diff.23 19 Control/Thermostat-Check OK GPM 3.0 Outside Air CFM LWT/EWT 56/44 Retum Air CFM BB7 OSA TEMP, FAN SUCTIOI CLUDES FII,TER AND COTL ^P TEST DATE: FILE NAME: tab 4-38 * CAN NOT REACH THE SUPPLY THIS UNIT APPEARS TO BE LARGER THAN 06108 UNIT 5/09/0'1 21 B54l READINGS BY: c. GoRMAN & 5/30/01 Page 44 of 75 ,6q; !.l J\ u*-.:.,, t:r\ {' l,.ir: "{ t:.''i ruF1 i-:.j :::"{" 8102PROJECT: LOCATION: IIIESTHAVEN CONDOMINIUMS LAUNDRY ROOM PRELIMINARY RBPORT SYSTEM/UNIT: Fc-9 READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/09/0'7 27 B54j UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/Type/Size 60BVW W/60VH-2 H.P.r/2 Serial Number w06067411 RPM 1,125 Arr./Class CW,/HW/FAN COIL Volts 1-rs/208/230 Discharge UP FLOW Phase/HerE 7/60 Make Sheave BROWNING F.L.Amps 8.6/4.1/4.3 Sheave Diam/Bore 6" x 3/4"S.L.Amps I.25 NO. Belts/make/size 1-AX41 NEW Sheave Diam/Bore 3-1,/4" X r/2. No.Filter/type/size 2-1,6x25x2 Sheave ooer. Diam 3.3'' LOWEST Sheave C/L Distance l Arl TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 1,200 Ext Discharoe S.P.0.22 Register Total t,200 r,27 7 EX Suction S. P.0.11 Fan RPM 812 External S.P.0.33 0.33 Motor RPM r,1 4'7 FAN SUCTION 0 .49 Heating Motor Volts 115 123 LAT 11 113 Motor Volts EAT 2 17 Motor Volts Temp. diff.75 42 Motor Amps 8.6 1.2 MBH 102.5 42.2 Motor Amps GPM 20.0 11.0 Motor Amps EWT/LWT TBO /rlr /1-48 CFLA Cooling Starter EAT DB/1/VB 't9/59 1I Sound Levels OK LAT 55 53 Vibration OK Temp. diff.24 1B Control/Thermostat-Check OK GPM z. '1 5.0 Outside Air CFM LWT/EWT /44 58/44 Return Air CFM '1,,27 L OSA TEMP. FAN SUCTIOI { INCLUDE TER AND COTL ^P & 5/30/0"1 Page 45 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS POWDER ROOM PRELIMINARY REPORT SYSTEM/UNIT: Fc-1 ;'";; ::iil ril{i.: :rrri\ liiili4-: !-.1 it -f ::i:l"li $ii:- .-::,:.)$t i' B2OL UNIT DATA MOTOR DATA l\4ake CARRIER Make/Frame BALDOR l\/odel No/Type/Size 42BHC06 H.P.r/3 Serial Number 991601-10-1 RPM 1125 An./Class CW,/HW/PAN COIL Volts TLs/208/230 Discharge HOR]ZONTAL Phase/HerE r/60 lVake Sheave BROWNING F.L.Amps 6 .0 /3 .2/3 .0 Sheave Oiam/Bore AR56 X 3/4" NE?f S.L.Amps 1.35 NO. Belts/make/size 1-4L390 NEW Sheave Diam/Bore 3-3/4" X r/2" No.Filteritype/size 1-76x24X2 Sheave ooer. Diam 3.5rt Sheave C/L Distance 9'' TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0.09 Register Total 600 oLz Ext Suction S. P.0. 05 Fan RPM 983 External S.P.0.55 0.74 lrotor RPM L,'7 25 1 1C:A FAN SUCTION 0 .23 Heating Motor Volts 208 212 LAT 100 l-02 Motor Volts 208 212 EAT 6B 12 Motor Volts Temp. diff.32 30 Motor Amps 3.2 2.4 MBH 2t .3 14 .5 Motor Amps 3.2 2.4 GPM L.1 Motor Amps EWT/LWT L23/7s4 CFLA Cooling Starter EAT DB^l|/B 11/59 1.) Sound Levels OK LAT 52 53 Vibration OK Temp. diff.25 t_9 Control/Thermostat-Check OK GPM 3.5 3-2 Outside Air CFM LWTiEWT /44 \.1 / AA Retum Air CFM 6t2 OSA TEMP. FAN SUCTIO 'I INCLUDES FILTER AND COI P. TEST DATE: FILE NAME: tab 4-38 5/76/07 21854j READINGS BY: R. GoRMAN & 5/30/07 Page 46 of 75 ,;:\;.1. ;ft $*p ;-1. j:.:\ :i"*.rj -{-*ii:-j- :::i u il::,i_! li:,1 8201PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS MASTER CLOSET PRELIMINARY REPORT SYSTEM/UNIT: EC_2 READINGS BY: R. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/16/01 21854j UNIT DATA MOTOR DATA MaKe CARRIER Make/Frame BALDOR Model No/Typelsiz e 42BHCOB H.P,r/3 Serial Number 991601-10-s RPM 11 25 An./Class CW,/H!',/FAN COII Voltrs L7s/230 Discharge HORIZONTAL Phase/Herb 7/ 60 Make Sheave POWER DRTVE F.L.Amps 6.0/3.0 Sheave Diam/Bore 4-3/4" x 3/4"S.L.Amps 1.15 NO. Beits/make/size 7-A23 Sheave Diam/Bore 3-7/4" x 1/2" io. Filter/type/size 1,-L6x24x2 Sheave oDer. Diam 2 .9" Sheave C/L Distance 9" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 700 Ext Discharge S.P.0 .27 Register Total 700 123 Ext Suction S.P.0.08 Fan RPM r, L34 External S.P.0.40 0.35 Iilotor RPM 1_ ,125 l_, /Jo FAN SUCTION 0.35 Heating Motor Volts 208 2t2 LAT 100 110 Motor Volts 208 212 EAT 68 13 Motor Volts Temp. diff.32 31 Motor Amps 3.0 2.8 MBH 30.6 2L.t Motor Amps 3.0 2.8 GPM 1.5 Motor Amps EWT/LWT rlr/1-56 CFLA Cooling Starter EAT DB/vVB 11/59 13 Sound Levels OK LAT 52 54 Vibration SLIGHT Temp. diff.79 Control/Thermostat-Check OK GPM 4.8 5.0 Outside Air CFM LWT/EWT /44 53/ 44 Retum Air CFM 123 OSA TEMP. FAN SUCTIO ]NCLUDES FTLTER D OT & 5/30/07 Page 47 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS BATH 2 PRELIMINARY REPORT SYSTEM/UNIT: FC-7 ;ill, $ fi ,:l lrr f 3:'.!.-i Ji"'f i.",i i'l-l|:i$, ]tfJ F{.::.:r".ll' 8201 UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame (rE Model No/Type/Size 3 6-HBAW-4 H.P.L/t Serial Number w060613529 RPM 17 25 Arr./Class CWIHW,/FAN COIL Volts 208 Oischarge HORIZONTAL Phase/Hert r/60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore 6-1,/4" x 3/4"S.L.Amps 1.35 NO. Belts/make/size 1-AX35 NEVI Sheave Diam/Bore 3-1,/4" x 7/2" No. Filter/type/size 7-I6x32x2 Sheave oDer. Diam 3 -25" Sheave C/L Distance 72" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0.08 Register Total 850 846 Ext Suction S.P.0.03 Fan RPM 809 External S.P.0.41 0.11 Motor RPM 1 1tq 7,152 FAN SUCTION 0.23 Heating Motor Volts 208 2r1 LAT 99 r01 Motor Volts 208 2Ll EAT -19 12 Motor Volts Temp. ditf.118 35 Motor Amps 3.0 2 -'7 MBH 99.5 23 .4 Motor Amps 3.0 2.1 GPM 3-5 4.0 Motor Amps EWT/LWT 780 /77 r / 1,57 CFLA Cooling Starter EAT DBIWB '7 O / E,O 12 Sound Levels OK LAT 54 56 Vibration OK Temp. diff.25 76 Control/Thermostat-Check OK GPM 2.5 3.0 Outside Air CFM LWT/EWT /44 51 /43 Return Air CFM 846 OSATEMP. FAN SUCT]OI J TNC FT T,T F, R TEST DATE: FILE NAME: tab 4-38 5/16/0'7 27 854j AND COIL P. READINGS BY: C. GoRMAN & 5/30/0'7 Page 48 of 75 ,$,; l"1'fr.;'' 1:r g;n gij'..'T t,tii fil:il" r:.:::Pqttt"t" 8202PROJECT: LOCATION; WESTHAVEN CONDOMINIUMS MASTER CLOSET PRELIMINARY REPORT SYSTEM/UNIT: FC-1 READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab 4-38 5/oB/01 21854) UNIT DATA MOTOR DATA Make CARRIER Make/Frame BA],DOR Model No/Type/Size 42BHC06 H.P.7/3 Serial Number 99r5QL-10-7 RPM 17 25 Arr./Class CW,/HW/FAN COIL Volts r75/208/230 Discharge HORlZONTAL Phase/Herts 7/60 Make Sheave BROWNTNG F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore AK54 S.L.Amps 1.35 NO. Belts/make/size 7_A27 NEW Sheave Diam/Bore 3-3/4" X 7/2" No.Filter/type/size I-L6X24x2 Sheave ooer. Diam 3.5' Sheave C/L Distance 9tt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0.09 Register Total 275 230 Ext Suction S.P.0.05 Fan RPM 1,007 External S.P.0. s5 0.14 Motor RPM 1,736 FAN SUCTION 0 .23 Heating Molor Volts 208 2t2 LAT 100 r04 Motor Volls 208 272 EAT 6B 1I Motor Volts Temp. diff.32 33 Motor Amps 3.2 2.5 MBH 27 .3 6.0 Motor Amps 3.2 2.5 GPM Tq 2.0 Motor Amps EWT/LWT tl r / 1-52 CFLA Cooling Starter EAT DB^/VB 11/59 1T Sound Levels OK LAT 52 53 Vibration OK Temp. ditf.25 1B Control/ThermostatCheck OK GPM 3.5 4.0 Outside Air CFM LWT/EWT /44 52/43 Retum Air CFM 230 OSA TEMP. FAN SUCTIO}CLUDES FILTER AND COIL ^P & 5/30/01 Page 49 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINTUMS LAUNDRY ROOM PRELIMINARY REPORT SYSTEM/UNIT: FC-3 j.!,! iq rii;::, ilr,i":i iq,:.-f i;,,i l*'i'i llii"i' ;t,:. {:}{".}i-J:' B.202 UNIT DATA MOTOR DATA Make CARRIER Make/Frame BAl-,,DOR Model No/Type/Size 42BHC72 H.P.\/2 Serial Number 99160-90-1 RPM 1,7 25 Arr./Class CWIHW/FAN COIL Volts rI5 / 230 Discharge HORIZONTAL Phase/HerE r/60 Make Sheave BROWNING F.L.Amps 8.4/4.2 Sheave Diam/Bore 1-AL64 X 3/4"S.L.Amps L - IJ NO. Belts/make/size A25 Sheave Diam/Bore ,-trn,, x 1/2" No.Filter/type/size 1- 1Bx3 3x2 Sheave ooer. Diam 3.5" Sheave O/L Dislance 12n TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0.05 Register Total 850 904 Ext Suction S.P.0.10 Fan RPM 928 External S.P.0.43 0.15 Motor RPM 1 1)q 1,738 FAN SUCTION Heating Motor Volts 208 212 LAT 100 108 Motor Volts 208 2r2 EAT 6B 77 Motor Volts Temp. diff.32 31 Motor Amps 4.2 3.2 MBH 39.2 26-4 Motor Amps 4.2 3.2 GPM r.7 2.0 Motor Amps EWT/LWT TBO /1'1 1 /1c-Q CFLA Cooling Starter EA'DB/VVB 11/59 1I Sound Levels OK LAT 54 54 Mbration OK Temp. diff.23 71 Control/Thermostat-Check OK GPM 2.5 2.8 Outside Air CFM LWT/EWT s6/44 Return Air CFM 904 OSA TEMP. FAN SUCTTO 'T INCLUDES FTI,TER TEST DATE: FILE NAME: tab 4-38 5/08/0't 21854j AND COIL READINGS BY: c. GoRMAN & 5/30/01 Page 50 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS LAUNDRY ROOM PREIIMINARY REPORT SYSTEM/UNIT: Fc-e u\ tit .::.lsp*,*,r-j.i\"i Li ;a ':"l*r S : :rr:lii P';:::.-1" B202 UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/TypelSize 60BVW w/60vH-2 H.P.7/2 Serial Number w06061 4172 RPM 77 25 Arr./Class cw,/Hw,/r'AN corl.,Volts Lrs/208/230 Discharge UP FLOW Phase/HerE r/ 60 Make Sheave BROWNTNG F.L.Amps 8.6/4.7 /4.3 Sheav€ Diam/Bore 6" x 3/4"S.L.Amps r.25 NO. Belts/make/size L-AX41, NEW Sheave Diam/Bore 3-7/4" x L/2" No.Filter/type/size 2-I6X25X2 Sheave oDer. Diam ,B '' LOWEST Sheave C/L Distance l Atr TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM L,200 Ext Discharge S.P.0.L2 Register Total 1,200 r,206 Ext Suction S.P.0.10 Fan RPM 643 Extemal S.P.0-33 0 .22 Motor RPM 7,725 Ltl55 FAN SUCTION 0.2'7 Heating Motor Volts 208 2II LAT '71 IT4 Motor Volts 208 2IT EAT 2 1L Motor Volts Temp. diff.75 43 Motor Amps a'1 3.5 MBH 102 .5 41. 0 lvotor Amps 4-1 3.5 GPM 20.0 10.0 Motor Amps EWT/LWT L80 /717 / r49 CFLA Cooling Starter EAT DB^tvB 19/59 1L Sound Levels OK LAT 55 54 Vibration OK Temp. diff.24 I1 Control/ThermostatCheck OK GPM a'7 4 .'7 +- Outside Air CFM LWT/EWT /44 53/ 44 Retum Air CFM L,206 OSA TEMP. FAN SUCTIO J TNCLUDES FI],TER AND CO]I ^P TEST DATE: FILE NAME: tab 4-38 5/L6/07 2185 4j READINGS BY: c. GoRMAN & 5/30/01 Page 51 of 75 :\l !q ii;:.:rr::l.!:$il ift .i-i"1::: 'i-:r$T [{*;i-',:: i;t"f 8301PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS POWDER ROOM PRELIMINARY REPORT SYSTEM/UNIT: Fc-1 READINGS BY: c. coRMAN TEST DATE: FILE NAME: tab 4-38 5/r7 /o'1 2'7 854 j UNIT DATA MOTOR DATA Make CARRIER Make/Frame BALDOR Model No/Type/Size 42BHCO6 H.P.1" /3 Serial Number 991601-10-1 RPM 1,125 Arr./Class CWIHW/FAN COIL Volts L15/208/230 Discharge HORI ZONTAL Phase/Herb 1/ 60 Make Sheave BROWNING F.L.Amps 6.0 /3 .2/3 .0 Sheave Diam/Bore AR56 X 3/4" NEW S.L.Amps 1 .35 NO. Belts/make/size 1-4L250 NEW Sheave Diam/Bore 3-3/4' X 7/2" lo. Filter/type/size r-L6x24x2 Sheave ooer. Diam 3.5" Sheave C/L Distance 9tt TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Discharge S.P.0.08 Reqister Total 600 6L6 E;ft Suction S.P.0. 07 Fan RPM 961 External S.P.n q(0. 15 Motor RPM r,125 FAN SUCTION 0 .21 Heating Motor Volts 208 2r2 LAT 100 712 Motor Volts 208 272 EAT 68 73 Motor Volts Temp. diff.32 39 Motor Amps 3.2 2.4 MBH 21 .3 19.0 Motor Amps 3.2 2.4 GPM r.1 Motor Amps EWT/LWT 111 /1^? CFLA Cooling Starter EAT DB^/vB 11/59 't't Sound Levels OK LAT 52 57 Vibration OK Temp. diff.25 16 Control/Thermostat-Check OK GPM 3.5 3.7 Outside Air CFM LWT/EWT /44 56/ 43 Return Ak CFM o Lb OSA TEMP.. trANI qllr.T INCLUDES FI],TER AND CO]L ^P & 5/30/01 Page 52 of 75 PROJECT; LOCATION: WESTHAVEN CONDOM]NIUMS MASTER CLOSET PREITMINARY REPORT SYSTEM/UNIT: Fc-2 &.i f..,I!$:-. ;;":,u,,1r,1,*1'f i.j ;'['**:]' $4ilrFi:irtl" 8301 UNIT DATA MOTOR DATA Make CARRTER MakelFrame BALDOR Model No/Type/Size 4ZBHCO6 H.P.r/3 Sorial Number 991,607-20-L RPM 77 25 Arr./Class CW,/HW,/FAN COIL Volts 208-230 Discharge HORIZONTAL Phase/HerE 7/60 Make Sheave BROWNING F.L.Amps 6.0/3-0 Sheave Diam/Bore AR54 X 3/4n S.L.Amps 1.15 NO. Belts/make/size 1-7\t?Sheave Diam/Bore ?-1 /An v 1/)n No.Filter/type/size I-16x24x2 Sheave oper. Diam 2 .9" Sheave C/L Distance TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 700 Ext Discharge S.P.0 .1,2 Register Total 700 739 Ext Suction S. P.0. 05 Fan RPM 1 120 External S.P.0.40 0.11 Motor RPM r,125 r,7 30 FAN SUCTION 0.33 Heating Motor Volts 208 212 LAT 100 101 Motor Volts 208 2L2 6B '73 Motor Volts Temp. diff.32 2B Motor Amps 3.0 2.5 I\4BH 30.6 16.3 Motor Amps 3.0 2.5 GPM 7.1 Motor Amps EWT/LWT 111,/1-54 CFLA Cooling Starter EAT DB/VVB 11/59 13 Sound Levels MED LAT 52 51 Vibration SLIGHT Temp. diff.25 22 Control/Thermostat-Check OK GPM 4.8 5.0 Outside Air CFM LWT/EWT /44 52/43 Return Air CFM 139 OSA TEMP. : FAN SUCTIO { INCLUDE FILTER AND COIL ^P TEST DATE: FILE NAME: tab 4-38 5/08-17 /01 21854j READINGS BY: C. GORMAN & 5/30/01 Page 53 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS BED 2 PRELIMINARY REPORT SYSTEM/UNIT: Fc-7 r\ !' iilt ;J\ti;:.:.::.. '::.":':"1 1 i$ : i::.'.'I" |;iiil irl{\Gi' B301 UNIT DATA MOTOR DATA l\rlake MAGIC AIRE Make/Frame GE Model No/Type/Size 3 6-HBAW-4 H.P.r/3 Serial Number w060673523 RPM 11 25 An./Class CW,/HW,/FAN COIL Volts 208 Discharge HORTZONTAL Phase/Heta 1/ 60 lvlake Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore 6" x 3/4"S.L.Amps 1 .35 NO. Belts/make/size 1-AX35 NEW Sheave Diam/Bore 3-I/4" x 712u No.Filteritype/size 1-76x32X2 Sheave ooer. Diam 3.25" NEW Sheave C/L Dislance 72" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0.08 Register Total 6s0 672 Exl Suction S.P.0.07 Fan RPM 841 Extemal S.P.0.41 0.15 Motor RPM 1_,1 4'/FAN SUCTION 0 .21 Heating l\4otor Volts 208 2L2 LAT 99 108 l\rotor Volts 208 2L2 EAT -19 73 Motor Volts Temp. diff.118 35 Motor Amps 3.2 2.5 IVlBH 99.5 18.6 lvlotor Amps J-Z 2.5 GPM 3.5 3.5 Motor Amps EWT|LWT 780 /7'7 7 / 757 CFLA Cooling Starter EAT DB/IVB ?q /qq 13 Sound Levels OK LAT 54 51 Vibration SLIGHT Temp. diff.25 22 Control/Thermos tat-Check OK GPM 2.5 3.0 Outside Air CFM LWT/EWT /44 E.A / A A Retum Air CFM 6"t 2 OSATEMP. FAN SUCTIO 'I TNCLUDES F rLTER AND COIL ^P TEST DATE: FILE NAME: tab 4-38 5 /7'7 / O7 21854j READINGS BY: C. GoRMAN & 5/30/01 Page 54 of 75 ;.,: :.!l iqi.:!F:r::i i:i: il-l lli l'i;,,,'i $ill{i $;:tc;';[' 8302PROJECT: LOCATION: WESTHAVEN CONDOMIN]UMS MAINT 4TH FLOOR PREI,IMINARY REPORT SYSTEM/UNIT: FC-4 READINGS BY: c. GoRMAN TEST DATE: FILE NAME: tab 4-38 s/16/01 21 854) UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/Type/Size 3 6-BVW-D H.P.1/3 Serial Number !f0512 60103 RPM L7 25 Arr./Class CW,/HW/FAN COT].,,Volts 77s/208/230 Discharge UP FLOW Phase/HerE 1/ 60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave DiamlBore 6n x ?/atl S.L.Amps 1 .35 NO. Belts/make/size 1-4L400 Sheave Diam/Bore 3-3/4" x 7/2" No.Filter/type/size I-20x20x2 Sheave oDer. Diam 3.5" Sheave C/L Distance 1A1l TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 600 Ext Dischargo S.P.0.10 Register Total 595 ozo Ext Suciion S.P.0. r-3 Fan RPM 852 Extemal S.P.0 .41 0.23 Motor RPM I,125 L ,'7 48 FAN SUCTION 0 .34 Heating Motor Volts 208 2L2 LAT 100 106 Motor Volts 208 21,2 EAT 6B 69 Motor Volts Temp. diff.32 31 Molor Amps 3.2 2.3 MBH 26.3 18 .3 Motor Amps 3.2 2.3 GPM 1.5 1.5 Motor Amps EWT/LWT LBO /111/ 14r CFLA Cooling Starter EAT DB^trB 11/59 69 Sound Levels OK LAT 52 52 Vibration OK Temp. diff.25 T1 Control/Thermostat-Check OK GPM 5.0 5.0 Outside Air CFM LWT/EWT /44 5L/43 Return Air CFM 626 OSATEMP. AN SUCTIO { INCLUDES FT TER AND COTT, ^P & 5/30/01 Page 55 of 75 PROJECT: LOCATION; WESTHAVEN CONDOMINIUMS ATTIC SPACE 4TH LEVEL PRELIMINARY REPORT SYSTEM/UNIT: FC_6 ;r::.i. ;t15 ;.;:ll.d\,'I i.ji::'i'*.::"f qPP;::..'!, 8302 UNIT DATA MOTOR DATA Make CARR]ER Make/Frame GE Model No/Type/Size 42BHCL6K H.P.r/2 Serial Number 991601-100-1 RPM ]-125 Arr./Class CWIHW,/EAN COI],Volts 775 /208 / 230 Discharge HORIZONTAL Phase/Herts 7/60 Make Sheave BRO[./N]NG F.L.Amps 8 .6/4.r/ 4.3 Sheave Diam/Bore 1-AK64 X 1" NEW S.L.Amps 7.25 NO. Belts/make/size 7-AX26 NEW Sheave Oiam/Bore 3-3/4" x 7/2" No.Filter/type/size L-I6x24x2 Sheave ooer. Diam 3.4'' LOWEST Sheave CA Dislance 7L" TEST DATA DESIGN ACTUAL TEST DATA DES]GN ACTUAL Total CFM 1, 350 Ext Discharge S.P.0.06 Register Total r,20Q 1,280 Ext Suction S.P.0.15 Fan RPM 799 Extemal S.P.0.50 0.21 Motor RPM r ,'125 1,1 40 FAN SUCTION 0.50 Heating Motor Volts 208 2t2 LAT 85 r02 Motor Volts 208 2t2 EAT 10 11 Motor Volts Temp. diff.75 25 Motor Amps 4 -0 2.5 MBH 105.9 25.3 Motor Amps 4.0 2.5 GPM 6.5 Motor Amps EWT/LWT TBO /11t/r4"1 CFLA Cooling Starter EAT DB/vVB 1B /59 '17 Sound Levels OK LAT 53 5B V,bration OK Temp. diff.25 19 Control/Thermostiat-Check OK GPM 6.2 6.5 Outside Air CFM LWT/EWT /44 54/43 Return Air CFM 0 OSA TEMP. FAN SUCTIO { INCLUDE FILTER AND COIL ^P TEST DATE: FILE NAME: tab 4-38 5/22/07 2'7 854)READINGS BY: C. GoRMAN & 5/30/0"/ Page 56 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS HALLWAY 4TH FLOOR PRELIMINARY REPORT SYSTEM/UNIT: Fc-7 ,i\{$q,i,:.':}.$,f,ii,r;,. i'i:l l$ :-i:: :li'f ir': :'r tq1 g;:=' 8302 UNIT DATA MOTOR DATA Make MAG]C AIRE Make/Frame GE Model No/Type/Size 3 6-HBAW-4 H.P.7/3 Serial Number w06073526 RPM 1,7 25 Arr./Class CW,/HWIFAN COTI Volts 208 Discharge HORIZONTAL Phase/Herts r/ 60 Make Sheave BROWNING F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore 6" x 3/4"S.L.Amps 1.35 NO. Belts/make/size 1-4L3BO NEW Sheave Diam/Bore NEW 3-I/4" x 1/2" No.Filter/type/size 1-76x32x2 Sheave oper. Diam 3.25" NEW Sheave C/L Distance I2" TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0.06 Register Total 850 B2T Ext Suction S. P.0.05 Fan RPM 814 E),ternal S.P.0.41 0.11 Motor RPM r ,125 FAN SUCTION 0.25 Heating Motor Volts 208 2r2 LAT 99 103 Motor Volts 208 2r2 EAT -19 1I Motor Volt$Temp. dift.118 32 Motor Amps 3.0 2.1 MBH 99.5 20.8 Motor Amps 3.0 2.1 GPM 3.5 Motor Amps EWT/LWT 180/71r / r54 CFLA Cooling Starter EAT DB^^/B 19/59 69 Sound Levels OK LAT 54 55 Vibration OK Temp. diff.25 14 Control/Thermostaf Check OK GPM 2.5 3.0 Outside Air CFM LWT/EWT /44 53/ 44 Retum Air CFM B2L OSATEMP. FAN SUCTION INCLUDES F I],TER AND COIL ^P TEST DATE: FILE NAME: tab 4-38 s/22/0'7 27 854)READINGS BY: C. GoRMAN & 5/30/07 Page 57 of 75 PROJECT: LOCATION: WESTHAVEN CONDOMINIUMS EQ ROOM 4TH FL.,OOR PRELIMINARY REPORT SYSTEM/UNIT: Pc-8 ,il I lt ".+,i* $}p\* i;"\l i.J :$i .: 8302 UNIT DATA MOTOR DATA Make MAGIC AIRE Make/Frame GE Model No/Type/Size 3 6BVW_D H.P.r/z Serial Number w06057 2698 RPM 7125 An./Class CW,/HW/FAN COIL Volts 208 Discharge UP FLOW Phase/Hertz t/60 Make Sheave BROWNTNG F.L.Amps 6.0/3.2/3.0 Sheave Diam/Bore 6" x 3/4"S.L.Amps 1.35 NO. Belts/make/size T.4L4LO Sheave Diam/Bore 3-3/4" x r/2" No.Filter/type/size 7-20x20x2 Sheave ooer. Diam 3.5" Sheave C/L Distance l Atl TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 850 Ext Discharge S.P.0.10 Register Total 850 832 Ext Suction S.P.0 .42 Fan RPM 91 9 Extemal S.P.0.48 0 .52 Motor RPM r,738 FAN SUCTION 0. 58 Heating Motor Volts 208 2r2 LAT '79 109 Motor Volts 208 212 EAT -19 69 Motor Volts Temp. diff.9B 40 Motor Amps 3.0 2.6 MBH 78.0 26.3 Motor Amps 3.0 2.6 GPM 17.0 Motor Amps EWT/LWT 780 /].13 /I52 CFLA Cooling Starter EAT DB^/vB 7q /qq 69 Sound Levels OK LAT 55 54 Vibration OK Temp. diff.24 15 Control/ThermostatCheck OK GPM 5.2 5.2 Outside Air CFM LWI/EWT /44 41 /42 Retum Air CFM 832 OSA TEMP. EAN SUCTION INCLUDES R TEST DATE: FILE NAME: tab 4-38 5/22/07 2185 4j F]LTER AND COIL ^P. READINGS BY: C. GORMAN & 5/30/01 Page 58 of 75 ;l$l t*t'::'.i 1,il'$' 'i i:,;:. ', li. ii::!i:19"'l{i[.tr BLDG IB PROJECT SYSTEM WESTHAVEN CONDOMINIUMS PRELIMINARY REPORT FAN COIL SUPPLY AIR CORRIDOR \TENTII,ATION FC-L1 GARAGE LVL ELEV A 12x3 50 GARAGE ],VL A L2x3 50 1ST FLR LOBBY F 10 10 150 2ND FLR LOBBY 255 4 F 10 10 150 3RD FLR LOBBY 358 5 F 10 10 150 TOTAL 550 REMARKS: Area Served #T 5/1/01 21854j Outlet Size Design CFM Pref CFM CFM Oh READINGSBY: C. GoRMAN TEST DATE: FILE NAME: tab hood 1 Page 59 of 75 o d.!*i;t WESTHAVEN CONDOMINlUMS PRELIMINARY REPORT 8101 PROJECT SYSTEM FAN COIL SUPPLY AIR e 8101 FC-1 POW A 1,2x3 40 46 43 1080/0 BED 2 A 12x4 90 I3_4 85 94% rJI'U Z A 1,2x4 100 134 1,0'7 '1o70/o BED 2 BATH 4 L2x4 10 L28 't1 110o/o BED 3 A L2x4 100 81 98 98o/o BED 3 o A 12x4 130 131 734 103% BED 3 BATH 7 A 72X4 10 \02 14 1060/0 TOTAL 600 736 618 1030/0 FC-2 MASTER BATH A 18 X 4 120 183 132 110% MASTER BED 9 A 22X6 244 307 253 1050/o MASTER BED 10 A 22X6 240 230 234 98% MASTER BED 11 A 1,2X4 100 116 108 108% TOTAL 700 836 721 't040/" FC-7 DINING 12 A 20x4 155 200 156 101vo DINING 13 A 24X4 200 223 189 950k LIVING 14 A 24X4 200 234 ]-94 970 LIVING 15 20x4 155 22t L51 1010k KlTCHEN '16 12x4 10 118 15 107% HALL 17 72x4 10 51 69 99% TOTAL B 50 1 nq?840 99% Area Served TEST DATE; FILE NAME: tab hood 1 T Outlet Size Design CFM Prel. CFM Finef-CFM % 5/9/07 21854j READINGS BY: C. GoRMAN Page 60 of 75 WESTHAVEN CONDOMINIUMS PRELIMINARY REPORT FAN COIL SUPPLY AIR 8102 PROJECT SYSTEM Bto2 FC-1 MASTER BATH 1 A 18X4 L20 169 132 1'tovo MASTER BED 22x6 240 311 258 108% MASTER BED A 22X6 240 321 261 1090/0 TOTAL 600 801 651 109% FC-3 BED 2 A 24x4 180 264 792 1O7Vo BED 2 BATH 5 A 12x4 10 106 13 104Vo BED 3 6 A 72X4 75 701 B2 1090/0 BED 3 7 A 12X4 100 12r 9L 91% BED 3 BATH 8 A 12X4 10 110 15 107./. POW.q A 72X3 4A AE 42 105"/, HALL 10 A 12X4 10 101 't1 '1010/6 BED 4 BATH 11 A ]-2X4 10 111 76 'to90/o BED 4 '12 A 72X4 t5 744 77 1030/" BED 4 13 A 1,2x4 100 224 108 10804 TOTAL 850 1 ???BB7 104Vo FC-9 ENTRY 14 72X4 50 6T 55 110o/o DINING 15 24x4 2L0 25Q 2IT 1000h DINING 16 A 24X4 2\0 319 232 11lYo LIVING 17 24x4 220 283 221 1O3Yo LIVING 18 A 24x4 2r0 21 5 223 't06% LIVING 19 A 24x4 2r0 279 22s 107Yo KITCHEN 20 A 72x4 90 ]-29 98 109% TOTAL 1,200 1,596 L,21 \106% REMARKS: Area Served TEST DATE: FILE NAME: tab hood 1 Outlet Size Design CFM Prel. CFM Find-CFM %o 5/9/01 21854)READINGS BY: c. GoRMAN Page 61 of 75 :.:" I liil rf,}i"i i :-5'T':l' !: l$"1' $:t*; F::ili Sl il WESTHAVEN CONDOMfNIUMS PRELIMINARY REPORT FAN CO]L SUPPLY AIR B.20t PROJECT SYSTEM Area Served TEST DATE: FILE NAME: tab hood 1 5/16/01 21Bs4j Outlet SizeT Design CFM Prel. CFM READINGS BY: C. GoRMAN FinalCFM o/o 8201 FC-1 POW A 12x3 40 44 43 1080/0 BBD 2 2 A 12X4 90 93 92 102Vo BED 2 3 A L2x4 100 118 707 107% BED 2 BATH 4 12x4 '70 B2 75 't07vo IlI- U J 5 12x4 100 B6 94 940/o l T-U J 72x4 130 118 728 9go/o BED 3 BATH A 12x4 10 19 13 104o/o TOTAL 600 620 6L2 102% EC-2 MASTER BATH 6 A 18X4 720 L52 71,6 970/o MASTER BED A 72x4 100 244 241 247o/o MASTER BED 10 A 22x6 240 252 253 105Yo MASTER BED 11 A 22x6 240 1,1,9 107 45% TOTAL 700 161 123 't030/0 FC-? DINING A 20x4 155 241 150 970/o DINTNG 13 A 24X4 200 267 791 s90/o LIV]NG 14 A 24X4 200 2'7'7 206 1030/0 L]VING 15 l 2QX4 155 2IB 144 93% KITCHEN 16 A 72X4 10 130 16 10970 HAI.,L 17 A L2X4 10 I2I 13 104V" TOTAL 850 7 ,260 846 100% REMARKS: & 5/29/01 Page 62 of 75 ,;l i i;; * :; i,..- $ "f ' "1" {: lt "}' $q ilr, i'i,i,} $i"'i' WESTHAVEN CONDOMINIUMS PREL]MINARY REPORT FAN COIL SUPPLY AIR 8202 PROJECT SYSTEM Area Served TEST DATE: FILE NAME: tab hood 1 5/16/01 21854j Outlet Size Vo Deslgn CFMT Prel. CFM Final CFM READINGS BY: C. GoRMAN B,202 FC-1 MASTER BATH 1 A 18 X 4 720 171 727 1060/o MASTER CLOSET A 12x3 55 DELETED MASTER BED 3 A 20x6 2r0 215 221 105o/o MASTER BED 4 A 20x6 2r5 21L 230 107'/o TO?AI 600 603 518 96Yo FC-3 DT,U Z 72x4 90 113 97 1010/o BED 2 6 12x4 80 94 B3 104Vo BED 2 BATH 7 72x4 70 777 11 1'10% HALL 6 'I 1,2x4 50 62 54 't08v. IJ-LIJ J v 12x4 15 111 B1 108V, IJ,L U J 10 A 12x4 BO 150 B6 l0ayo 15I'U J lJ/\.117 11 A L2x4 70 B9 75 1070/0 HALL A 72x4 '70 10 16 10904 POW.13 A 72x3 40 53 43 108o/o BED 4 BATH '14 A 1_2x4 10 103 14 1060 BED 4 J5 A 72x4 15 115 79 105% BED 4 '16 A 12x4 BO 108 85 106% TOTAL 850 1,185 904 1060/0 FC-9 KTTCHEN 17 A 12x4 90 119 B9 99% ENTRY 18 A 12x4 55 81 5B 105% DINING 19 A 24X4 275 255 278 't01vo DINING 20 A 24X4 2r0 264 209 100% LIVING 21 A 24X4 2r0 319 205 98% LIVING 1 24X4 2r0 236 2LI 10oo/o LIVING A 24X4 2L0 250 2L6 103% TOTAL 1,200 1 q?n 1,206 101o/o REMARKS: & 5/29/0'7 Page 63 of 75 .....: I:i,**': ;.-::T' l'l!:ti':' :.*i.*)f{-lr WESTHAVEN CONDOMIN]UMS 8301 PRELIMINARY REPORTPROJECT SYSTEM FAN COTL SUPPLY A]R Area Served TEST DATE: FILE NAME: tab hood 1 5/22/07 21854j o/oT Outlet Size Design CFM Prel. CFM Final CFM READINGS BY: C. GoRMAN 830L FC-l- POW 1 A 12X3 40 43 43 't080h BED 2 A 1,2X4 90 97 91 1080h BED 2 3 I 12x4 100 102 r02 1020h BED 2 BATH 4 72X4 10 16 76 109Yo BED 3 5 t2x4 100 97 97 97Yo BED 3 6 12X4 130 L24 124 9SYo BED 3 BATH 7 72x4 10 11 11 1'l0o/o TOTAL 600 616 61,6 103% EC-2 MASTER BATH 8 A 18X4 r20 159 123 103Vo MASTER BED A 22x6 240 21L 256 1070 MASTER BED 10 A 22x6 240 234 253 1O5o/o MASTER BED 11 A \2X4 100 97 707 107% TOTAL 700 167 139 106% FC-7 DINING A 20x4 155 224 r52 980k DINING '13 A 24X4 200 240 209 '10504 LTVTNG '14 A 20x4 1-55 250 r64 10604 KITCHEN 15 A 1,2X4 1Q 131 16 '109% HALL 16 A I2X4 't0 103 1I 101Vo TOTAL 650 948 61 2 103v" REMARKS: Page 64 of 75 :i:. i ::]l {:l rl.1'"i L.1s,lr'}' 1t::",, :..;; ;i:: iJ it'I 8302 PROJECT SYSTEM WESTHAVEN CONDOMINIUMS PRELIMINARY REPORT Area Outlet Design Prel.Final READINGS BY: C. GoRMAN TEST DATE: FILE NAME: tab hood 1 5/22/01 21854j Served #Size CFM CFM CFM o/o B3O2 UPPER LEVEL FC-4 BED 7 MATN LEVEL 20x4 155 r6'7 167 1080/0 MASTER ENTRY UPI A 18 X 4 720 tt4 1,74 95io MASTER BED UPL A 20x4 160 1'72 712 108% MASTER BED UPL A 20x4 160 1,7 3 I73 1O8o/o TOTAL 59s 626 626 105Vo FC-6 UPPER ].,EVEL OPEN TO BELOIO c B 36 x 4 300 32L 324 108Vo OPEN TO BELOW 6 B 36 x 4 300 319 106yo OPEN TO BELOW 7 B 36X4 300 428 327 1070/o OPEN TO BELOW 8 B 36X4 300 357 316 1050/, TOTAL I,200 r, 460 L,2BQ 1070/" FC-7 UPPER LEVEL POW. 1 A 1,2X4 40 69 44 1,t00/o TUB RM.10 A 1,2X4 40 66 AA 1080h POW. 2 11 12X4 40 67 47 103% HALL 12 L2x4 't0 DELETED BED 4 13 A 20x4 180 29'7 r92 1070/o BATH 3 (BED 4-5)'t4 A L2x4 '70 63 '76 '109% BED 5 '15 A 20x4 180 2'73 L94 108% IJLU O 16 B 20x6 230 301 23r 1O0o/o TOTAL 850 1,136 B2I 970/o REMARKS: Page 65 of 75 WESTHAVEN CONDOMINIUMS a.:i: ::: r.l "1"' L.,qT'i'{:,,:]': :i,il ;r:i"i il1 ii 8302 (conLinued) PRELIMINARY REPORTPROJECT SYSTEM FAN CO]L SUPPLY AIR Area Served TEST DATE: FILE NAME: tab hood 1 ohT Outlet Size Design CFM Prel. CFM Final CFM 5/22/01 21854j READINGS BY: C. GoRMAN A302 (continued) FC-8 MAIN LEVEI, EXTTIMUD RM 17 A 12x3 50 97 JJ 1O60/o BED 1 18 A 20x4 770 L]-4 ro /98Vo BArH 1 (BED 1--2)'19 12x4 30 30 30 't00yo BATH 1 (BED 1-2)A L2x4 40 37 3'7 93% BED 2 21 A 20x4 170 764 766 98% OFFICE 22 A 12x4 50 46 46 92yo HALL A 72x4 100 9B 9B 98yo BATH 2 24 A 1,2x4 10 14 14 1060/0 lJr,D.)zc A 20x4 170 161 10r 950k TOTAL 850 B2I 832 980/. REMARKS: Page 66 of 75 WESTHAVEN CONDOMINIUMS .i:. ii. {; i il' 1".!:':' i' ili:l"f liffi ii:} ti ;n-x" BUILDING 'BI PREL]MINARY REPORTPROJECT SYSTEM EXHAUST FANS Area Served TEST DATE: FILE NAME: tab hood 1 5/70/0'7 21854) % Deslgn CFMJIl+ Outlet Size Prel. CFM Final CFM READINGS BY: C. GoRMAN 8101 EF- 9 MASTER TOILET 1 15 B1 B1 108% MASTER TUB 15 12 '72 960/o TOTAL 150 153 153 1020h 8102 EF-9 MASTER TOILET t5 MASTER BATH ,)15 TOTAL 150 B.2OL EF- 9 MASTER TOILET 'l l5 MASTER TUB 15 TOTAL 150 B.202 trtr- 9 MASTER TOILET 1 15 MASTER BATH 15 TOTAL 150 8301 EF-9 MASTER TOILET 1 15 MASTER TUB 2 '1 5 TOTAL 150 REMARKS: Page 67 of 75 $llqt,$";rr i liri t"f xrijii.:!:'i:;r :..'. i{i* Fi{:i!:!li': PROJECT SYSTEM WESTHAVEN CONDOMTNIUMS PRELIMINARY Bt_ 01 BED 2 BATH 1 EE-2 100 91 BED 3 BATH 2 EF_2 100 109 POW 3 EF- 1 50 48 BIO2 BED 2 BATH 1 EE-2 100 91 BED 3 BATH 2 EF-2 100 110 BED 4 BATH J EF-2 100 103 POW 4 EF- 1 50 52 82OL BED 2 BATH 1 EE-2 100 108 uti lJ J t5A 1t-l EE.2 100 109 POW EF- 1 50 53 8202 BED 2 BATH 1 EF-2 100 103 BED 3 BATH 2 EE-2 100 106 POW EE-2 100 94 BED 4 BATH t r-z 100 107 EF- 1 FANTECH ERlOO 50 EE-2 FANTECH FR1 1O 100 EF-10 PANASONIC FV05vQ2 50 EF- 11 PANASONIC FV11vQ2 100 REMARKS: Area Served # System No. Design CFM Final CFM TEST DATE: FILE NAME: tab hood 1 5/9/01 27 B54j 5/29/01 READINGS BY: C. Gorman Page 68 of 75 ., l-l l' l,r:r, * ;*'t";-1i't';' ;::.i.: I ::.: :;.- ::: ;.:i jJi'; PROJECT SYSTEM WESTHAVEN CONDOMINIUMS PRELIMINARY 83 01 IJLU Z IS1\T|I 1 EF_2 100 98 BED 3 BATH 2 EF-2 100 104 POW 3 EF- 1 50 52 8302 MAIN LEVEL BArH 1 (BED 1-2)'l EF- 8 200 181 BATH 2 EF- 11 100 85 MASTER BATH EF-11 100 B7 MASTER TOILET 4 EF- 1O 50 63 UPPER LEVEL BArH 3 (BED 4-5)tir--L_L 100 91 POW. 2 o EF-10 50 76 TUB RM EF- 1O 50 75 POW. 1 8 EF- 1O 50 19 EF.1 FANTECH FRlOO 50 EE-2 FANTBCH I I(I -L U 100 EF-10 PANASONIC FV05vQ2 50 EF-11 PANASONTC FV11vQ2 100 REMARKS: Area Served 1t System No. Design CFM Final CFM TEST DATE: FILE NAME: tab hood 1 s/29/01 2'7 B54J READINGS BY: C.Gorman Page 69 of 75 oo PROJECT: WESTHAVBN CoNDoS SECTION B L D G BOTH FILE NAME: 21854J PROJECT WESTHAVEN CONDOM]NIUMS PRELIMINARY REPORT FAN DATA FAN NO.FAN NO.FAN NO. Fan Number EF-3 EF-4 EF-5 Location WEST GARAGE GARAGE GARAGE WEST Service WEST GARAGE GARAGE EIEVATOR EQ RM lVanufacturer GREENHECK GREENHECK GREENHECK l\ilodel Number sBE-2 L4 8 -3 0 >LI- LZ- 1J Z- U SP-A9O O Serial Number 06tr70994 06870995 14467564 Type/Class INLINE INI,INE CEILING Motor Make/Type RELIANCE FASCO FASCO Motor HP 3 r/8 L/LO RPM 7'7 45 1550 3 SPD 1050 Volts 208 /230 / 460 115 115 Phase/Hertz 3/60 r/60 L/ 60 FLA Amps 8.4/B-2/4-2 r.1 4.0 Motor Sheave Dia./Bore 5-r/4" X 1--r/8"D]RECT DRIVE DIRECT DRIVE Fan Sheave Dia./Bore 1-AKB4 X 1''W,/O SSC W/O SSC No. Belts/Make/Size 1-AP 6 3 Sheave CL Distance 13" TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 27,900 730 69r 800 149 Fan RPM 464 458 1, 353 7,677 890 ENCLOSED Motor RPM I,16L 1 qqn r, 6'1 1 950 HI SPD S.P.lnlet 0.08 0.03 S.P.Discharge 0.L2 0.08 Total S.P 0.24 0 .20 0 .24 0.11 u.l_o 0.00 Vollage 208 272 115 123 115 722 Amps 8.4 5.7 1.1 1.6 4.0 3.9 Amps 8.4 5.8 Amps 8.4 6.0 Starter 9-13 G 9.0 BHP Sound Levels OK OK OK Vibration OK OK OK REMARKS: TEST DATE: FILE NAME: tab 8-83 EF-4 SWITCH IS EF-5 UNIT RUNS 5/10/01 2'7 854 j ON THE UN]T CONTINUOUSLY GormanREADINGS BY: c. Page 71 of 75 PROJECT WESTHAVEN CONDOMINIUMS PRELIMINARY REPORT FAN DATA FAN NO.FAN NO.FAN NO. Fan Number EF-5 t1r - o EF-7 Location GARAGE EAST GARAGE TRASH ELECTRICAL RM Service ELEVATOR EQ RM GARAGE TRASH E1-,,ECTRICAL RM Manufacturer GREENHECK GREENHECK GREENHECK Model Number SP-A9OO sP-AZ50 S P-4410 Serial Number I0461 566 104640r4 I04IB1 32 Type/Class CEILING CEfLING CEILING Motor Make/Type FASCO FASCO MCMILLAN Motor HP L/TO NOT LISTED I/19 RPM 1050 1000 110 0 Vohs 115 115 115 Phase/HerE r/ 60 1-/60 7/ 60 FLA Amps 4.0 0.8 1, .7 Motor Sheave Dia./Bore DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Fan Sheave Dia./Bore W/O SSC w,/o ssc W/O SSC No. Belts/Make/Size Sheave CL Distance TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 800 789 234 327 350 409 Fan RPM I90 ENCLOSED 1, 000 ENCLOSED 960 ENCLOSED Motor RPM 1,050 HI SPD 1,000 HI SPD 1,100 HI SPD S.P.lnlet 0.04 0.02 0.03 S.P.Discharge 0.15 0.13 0.15 Total S.P 0.16 0.19 0.16 0. 15 0.76 0. 1B Voltage 115 I22 115 L22 115 122 Amps 4.0 3.9 0.8 0.5 L -"7 Tq Amps Amps CFLA BHP Sound Levels OK OK OK Vibration OK OK OK REMARKS: TEST DATE: FILE NAME: tab 8-83 BF-6 HAS NO GRTLI, 5/L0/01 27 B54j READINGS BY: c. Gorman Page 72 of 75 PROJECT SYSTEM li::{.i"'$,}:r,i"j $ WESTHAVEN CONDOMINIUMS PRE].,IMINARY GARAGE LEVEL GARAGE IEVEL GARAGE SW 1 EF'_ 1 50 r27 GARAGE SW EF_1 50 14 GARAGE SE 5 EF_ 1 50 12 EF- 1 FANTECH FRlOO 50 TAG SHOWS CFM 100 115 V 1/60 .17 AMPS .19 WATTS REMARKS: Area Served System No. Design FinalCFM CFM TEST DATE: FILE NAME: tab hoodl 5/70/01 21854j READINGS BY: c.Gorman Page 73 of 75 'PROJECT WESTHAVEN CONDOMINIUMS $${.i t'b"1- "j :::'a **;;i,".i.ti PRELIMINARY REPORT PUMP DAT PUMP NO.PUMP NO.PUMP NO. Pump Number P-1 P-1 P-2 Location BRO]LER ROOM BROILER ROOM BROI]-,,ER ROOM Service HOT Ii{ATER HOT WATER SNOV{MELT C]RC Manufacturer GRUNDFOS GRUNDFOS GRUNDFOS Model Number TP50-240 / 2 "rP50-240 / 2 'rP40-240 / 2 Serial Number N,/A N/A GPM4Head 96/ 40'96/ 40'?.1 / r.1 | Req. NPSH Pump RPM 3450 3450 lmpeller Dia.NOT STATED NOT STATED NOT STATED Motor Mfr./Frame BALDOR BAIDOR BALDOR Motor HP/RPM 2 / 3450 2 / 3450 r .5 /3450 Volts 208-230 / 460 20e-230 / 460 208-230 / 460 Phase/HerE 3/60 3/60 3/60 Amps/S.F.q 1-q a/? '7 s. 7-5 .4 /2 .1 Seal Type MECH MECH MECH TEST DATA ACTUAL ACTUAL ACTUAL Pump. Off-Press.36 PSI JO f i)-L 28 PSI Valve Shut Diff.27 .5 PSr 63.5'2't .5 PSI 63 5l 28 PSI 65' Act. lmpeller Diam. Valve Ooen Dlff.B PSI 19'B PSI 19'24 PSr 55' Valve Ooen GPM 160 OFF CHART 160 OFF CHART 50 Final Dischg. Press.53 PSI 4 9 PSI 5O PSI Final Suction Press.35 PSI 32 PSI 26 PSI Final Diff. Press.18 PSr 41.5'17 PSI 39 I 24 PSI 4L 5r Finial GPM 118 S*,/104 D*120 S*/105 D*50 Voltage 2rr / 2L2 /2r0 21-7/2r2/21-1 2L2/2r3/272 Amps 4-B/4.3/4.3 4.5/4.6/4.5 4.0/4.0/3.9 RPM 3,453 3,453 3,463 REMARKS: TEST DATE: FILE NAME: tab 18-83 S* SINGLE PUMP D* DUAL PUMP 5/29-30/01 21854j READINGS BY; C. GoRMAN Page 74 of 75 PROJECT WESTHAVEN CONDOMTNIUMS PRELIMINARY REPORT PUMP DAT PUMP NO.PUMP NO.PUMP NO. Pump Number -y-5 A _Y- f, u Location BROILER ROOM BROILER ROOM BROILER ROOM Service BOILER INJ.BOIIER INJ.CHILLER Manufacturer GRUNDPOS GRUNDFOS ARMSTRONG Model Number TPBO-BO / 4 TP8 0-8 0,/4 4X4X8 BF Serial Number N/A N/A GPM/Head r40 / 20,r40 /20,NOT STATED Req. NPSH Pump RPM 3450 3450 1750 lmpeller Dia.NOT STATED NOT STATED 1.3 Motor Mfr./Frame BA]-,DOR BALDOR BALDOR lvotor HP/RPM L.s/L.3/5 / 7125 Volts 208-230 / 460 208-230 / 4 60 208-230 / 460 Phase/HerE 3/60 3/60 3/60 Amps/S.F.5.3/5.0/2.5 s.3/s.0/2.s 75.0/73.2/6.8 Seal Type MECH MECH TEST DATA ACTUAL ACTUAL ACTUAL Pump. Off-Press.30 PSI 3O PSI 32 PSI Valve Shut Diff.12 PSI 2B 7 PSI L6'25 Y>L 53 Act. lmpeller Diam.1 .6" Valve Open Diff.9 PSI 27'9 PSI 19 PSI 44 Valve ODen GPM 155 155 260 Final Dischg. Press.38 PSI 3B PSI 38 PSI Final Suction Press.2B 5 PS]2B .5 PS]1B PSI Final Diff. Press.9.5 PSr 22'9.5 PSI 20 PSI 46 Finial GPM L40 140 200 Voltage 2L2/213/2r2 272/213/212 2\2/213/214 Amps 4.3/3-B/4.2 4.3/3.8/4.2 9.6/9.8/r0.4 RPM ? / ?Q ENCLOSED REMARKS: TEST DATE: FILE NAME: tab 18-83 5/24/01 27 8s4j READINGS BY: c. GoRMAN 4" C.S @+4.5/3' 1BO GPM & 5/29-30/01 Page 75 of 75 oo1tllo'?oo rttY^ ta oor t!tr-:':t^ roYotYoEI.|NI h[ [}^IEGN NHO NA.A]/HJLFS"TN r r,# --srsril{rryEry ta ooa t!t'.:':l^ tqYotYo51^|n[t l[148ONrtrO NS,^]r'I{ntfl.m r=:F_t .F:rrsrErHrvEnn de rqYllo':ro tt.l7/|,a (|aa larfi.]t^ toYotYoB}I N I N [].IETG[ NEO NN..^.\/HJLBA/Nt-E -FsEE|.lH:rVEEn FFt$ IEN@./dloAENO {A O./ F* tAqA 39r/a10-/\ 3'EVEEl/S S ]^l R [ ].{ [ ]^{ (E{g }{ (E g N S-/\./HJLS gn^sljLllH:tiYurruow lt IE l,{t !iE it: i!! t:8 i:i tt! EE *dii liai iiti It rE !N lt !i ltrl IIt! :l fl ;t =li o STRUCTU RAL CALC U LATIONS FOR WESTHAVEN GONDOMINIU MS Cascade Village SDD #4 Vail, Golorado - F's#lF Sf$Ee*'# qi;' Prepared By: REDWINE ENGINEERS INC. 0150 East Beaver Creek Blvd. A204 Avon, CO 81620 970-748-0711 Seotember 19. 2005 go€ ' ozl cl Redwine Engineers lnc. Job No. 04110 Westhaven Condominiums Cascade Village Vail, Colorado WESTHAVEN CONDOMINIUMS STRUCTU RAL CALC U LATIONS TABLE OF CONTENTS CRITERIA SOILS REPORT LATERAL ANALYSIS COLUMN DESIGN BEAM DESIGN A B C D E Redwine Engineers lnc. Job no.:04110 Sheet 9/18/2005 By: DESIGN CRITERIA Westhaven Building deparlment Phone number Contact Date Time Building code/year Snow load Roof snow Ground snow Slope reduction allowed Load duration allowed Special snow load ordinances Wind load Speed Exposure Pressure/height Special wind load ordinances Seismic load zip code ss s1 Frost depth Balcony loading Additional ordinances or amendments Vail 479-2',t38 Charlie Davis 2003 lBc 100 psf 132 psf 80 psf >4:12 N/A Appendix Chapter 16 90 mph B NA Psf @ NAft NA 81657 0.3453 0.0799 48 inches 100 psf uncovered 80 psf covered criteria.xls 4:40 PM Criteria 1t8 Redwine Engineers Inc. Job no.: 04110 Sheet: 9/18/2005 GEOTECHNICAL DESIGN GRITERIA. SPREAD FOOTING Westhaven Geotechnical Engineer Report Number Report Date Footings Lateral Earth Pressure Active At rest Passive Adhesion Sliding friction coefficient Recommendations or comments: Slab On Grade Recommendations underdrain system 4" gravel beneath interior slabs Seismic Site Class Cement Type Recommended HP Geotech 104 741 November 18, 2004 Minimum bearing pressure - dead Maximum bearing pressure - dead + live Maximum bearing pressure - W wind or seis. Swell potential range Soil modulus (K) - vertical Footing depth - exterior Footing depth - interior Recommendations or comments: 18" strip ftg & 2' sq pads 3000 none 120 48 12 45 50 350 0.5 D I or ll w/ flyash psf psf psf % pcf ln in pcf pcf pcf psf Redwine Engineers Inc. Job no.:04110 LIVE LOAD SUMMARY Westhaven CATEGORY DESCRIPTION LOAD REDUCEABLE REMARKS Ground snow 132 psf no Roof snow 100 psf no B0psf @ >4:12 SLOPE Exit facilities stairs, corridors 100 psf no Storage Light 125 psf no Corridors 100 psf no Residential 40 psf no Sheet: 9/18/2005 Redwine Engineers Inc. Job no.: 04110 COMPONENT WEIGHTS ROOF DEAD LOADS Westhaven Sheet: 9/18/2005 RANGE ACTUAL REMARKS ROOFING MATERIAL EPDM Membrane 5 - ply Built Up Roofing Tapered Styrofoam Insulation Rigid Insulation Closed Cell Insulation Asphalt Shingles Shake Shingles Light-Heavy Cement Tile Ballast Metal Standing Seam DECK 1.5 psf 2.5 psf 0.25 psf/in 1.5 psf/in 9 psf 0.5 psflin 2 psf 1.5-3 psf 11 psf 6-10 psf 0.5 psf Plywood Metal Deck Decking STRUCTURE 3 psf/in 1.5-3 psf 3-5 psf 2.5-4 psf 1.6-3.2 psf 2 psf 4 psf 2 psf Steel Roof Beams Steel Bar Joists Timber Rafters CEILING/MISCELLANEOUS T-Grid System & Tiles Sheetrock (1/2") Wood Ceiling Joists Resilient Furring Channels Sprinkler System HVAC Ductwork & Lights Batt or Blow-in Insulation 2 psf 2 psf 1 psf 0.7 psf 0.5-1 .5 psf 0.5-2.5 psf 0.25 psflin 0.5 psf 1 psf 1 psf TOTAL USE 20 psf 20 psf Redwine Engineers Inc, Job no.: 04110 COMPONENT WEIGHTS Lightweight Concrete Stone Concrete Metal Deck Steel Beam Steel Girder FLOOR COVERING FLOOR DEAD LOADS Westhaven MNGE ACTUAL REMARKS Sheet: 9/18/2005 CONSTRUCTION LOAD I psflin 12 psf/in '1.5-3.5 psf 3-5 psf 2-3 psf 67 psf 4112" on 2" deck 2 psf 5 psf 3 psf 4 psf Carpet 1/4" Linoleum 1/8" Vinyl Tile Asphalt Mastic Ceramic or Quarry Tile Hardwood CEILING/M ISCELLANEOUS 1-2 psf 1 psf 1.4 psf 12 psf/in 9 psf 4 psf/in 2 psf 2 psf 0.7 psf 0.5-1 .5 psf 0.5-2.5 psf 2 psf 2 psf 1.5 psf 2 psf T-Grid System & Tiles Sheetrock (1/2") Resilient Furring Channels Sprinkler System HVAC Ductwork & Lights CONSTRUCTION POST - CONSTRUCTION TOTAL USE 77 psf 12 psf 88.5 psf 89 psf 2 psfColumns 91 psf Redwine Engineers Inc. Job no.: 04110 Sheet: 911812005 IBC WIND LOAD DESIGN CRITERIA Westhaven IBC Wind Specifications Ps=trIuuP":o Basic Windspeed (mph): lmportance Factor (l*): Exposure: Seismic Use Category: Roof Pitch: Roof Angle (degrees): Fs:oi Zone A Zone B Zone C Zone D Simplified Design Wind Force Table 1604.5 Table 1604.5 Table 1609.6.2.1(1) 90 1 B II 6 112 26.6 16.1 z.o 11.7 2.7 Horizontal Wind Pressures in psf Height (f0 I Zone A Zone B Zone Zone D 0-15 20 25 JU 35 40 45 50 55 bU 1.00 1.00 1.00 1.00 1.05 1.09 t-tz 1.16 1.19 1.22 18.52 18.52 18.52 18.52 19.44 20.18 20.74 2't.48 22.03 22.59 2.99 2.99 2.99 2.99 3.14 3.26 3.35 3.47 3.56 3.65 13.46 13.46 13.46 13.46 14.13 14.67 15.07 15.61 16.01 Io-+z 3.11 3.11 2.41 3.11 J.ZO J.J'J 3.48 3.60 3.69 270 Redwine Engineers Inc. Job no.:04110 IBC SEISMIC LOAD DESIGN CRITERIA Westhaven IBC Seismic Specifications V=(1 .2Ses/R)W Seismic Base Shear (Eq.16-56) zip code seismic site class: sr: F"i tr. Sos: Sor: R: (Ordinary Steel Concentrically Braced Frames) Building weight (W): 4507 Kips Total Base Shear (V): 366.03 Kips 81657 D 0.3453 0.0799 t.47 2.40 0.338 o.128 Table 1615.1.2(1) Table 1615.1.2(2) Table 1617.6.2 HEPWORTH - PAWLAK GEOTECHNICAL H.nn,nrrl,-*oi Cieorecir'i.:ai, inr. 502C Counrr Road I -i+ Clerrwoocl Springs. CrrlLrrad, r 5160J Phone, 970-94;- 798S Far:970-q,+j-54j4 email, irpgeo@hpgcotecl r.com SUBSOIL STUDY FOR FOTINDATION DESIGN PROPOSED CONDOMTNIUM BUILDING 1325 WESTHAVEN DRIVE VAIL, COLORADO JOB NO. r0474r NO\aEMBER 18,2004 I PREPARED FOR: WRIGHT AND COMPANY ATTN: CAROL GLASSON P. O. BOX 7270 AVON, COLORADO 81620 F-*tr] O G€$tech P:rr.ker 303.841.7119 r ColoradoSprings 719.633.5562 o Silverthorne 970-468-1989 o TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY.. ......... 1 - BACKGROLTND INFOR_I\4ATION............ ........................- r , pRoposED coNSTRucTIoN............... ................^.........- r - SITE CONDITIONS ...............-2 - FIELD EXPLORATION................ ...............-2 - SUBSURFACE CONDITIONS................ .,..- 3 - FOUNDATTONBEARING CONDITIONS.................... ................,........- 4 - DESIGN R]]COMMENDATIONS.... ...........- 4 - FOLrNDATIONS................. ......................- 4 - FOLINDATION AND RETAINING V/ALLS........ ......... 5 . FLOOR SLABS ..................- 7 - LNDERDRAIN SYSTUM. .......................- 7 - SURIACE DRAINAGE .....- 8 - LIMrTATIONS................... ....- 8 - FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURb 3 - LEGEND AND NOTES FIGURE 4 - SWELL-CONSOLIDATION TEST RESULTS FIGURES 5 AND 6 - GRADATION TEST RESULTS TABLE I- SUMMARY OF LABORATORY TEST RESUL]S PURPOSE AND SCOPE OF STUDY This report presents the results ofa subsoil study for a proposed condominium building to be located at 1325 Westhaven Drive, Varl, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Wright and Company dated October 7,2004. A field exploration program consisting ofexploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested il the laboratory to determinc their classification, compressibility or swell and other engineering characteristics. I'he results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, dcpths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction ard the subsurfacc conditions encountered. BACKGROI]ND INFORMATION We have obtained a copy of a soii and foundation investigation report for a previotts building on thc site prepared by Chen and Associates dated February 16, 1982, Job No. 23,503. We have reviewed the infcrrmation in the report and considered it in the preparation ofthis report. The foundation and floor slab for that building were constructed but the building was never completed. PROPOSED CONSTRUCTION The existing building foundation and floor slab wili be removed for the new construction. The proposed building will be a3 or 4 story structure over a parking level located on the site as shown on Figure 1. The ground floor wili be slab-on-grade at an elevation near the Job No. 104 741 c,55tecr, -/- existing floor slab. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 8 feet. We assume moderate foundation loadings, typical of the proposed type ofconstruction. Ifbuilding ioadings, location or grading plans change significantly from those described above, we should be notified to re-evaiuate the recommendations contained in this report. SITE CONDITIONS The site is occupied by the existing concrete foundation and floor slab located as shown on Figure 1. The structure was built in about 1982. The site has undergone considerable grading for the existing structure consisting of cuts at the uphill northem side and fiils at the dorvnhill southern sidc of the property. The slope was moderately steep prior to the grading. There is f,rll underneath thc existing building, as enoountered in the exploratory borings, up to about 7 feet deep. Vegetation consists ofgrass and weeds outside the existing foundation. There are several buildings associated with the Cascade Village developrnent to the east and south. I.IELD EXPLORATION The field exploration for the project was conducted on Novembcr 10, 2004. Four expioratory borings were driiled at the locations shown on Figure I to evaiuate the subsurface conditions. Borings 1 ancl 2 were drilled outside the existing foundation ai.rd Borings 3 and 4 were drilled tluough the existing floor slab. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck-mounted CME-45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechrnical, lnc. Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard pcnetration test desoibed by ASTM Method D-1586. The penetration resistance values are an indication of the Job No 104 741 c&Ftecn -j- relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance vaiues are shown on the Logs ofExploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testins. SUBSURFACE CONDITIONS Graphic logs ofthe subsrirfaoe conditions encountered at the site are shown on Figure 2. The subsoils consist of about 3 to 7 feet of loose to medium dense fill underlain by relatively dense, silty sandy to very sandy gravel and cobbles with boulders that extended to the maximum depth drilled of 14 feet. Drilling in the dense granular soils with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. The fill varied from sandy clayey silt with gravcl to silty clayey sand with gravcl and scattered cobbles, The nature coarse granular soils are similar to those reported by Chen and Associates. Below the granular soils, shale bedrock was encountered with depth in several of the Chen and Associates borings. Laboratory testing performed on samples obtained from the borings included natural moisture content and density, and gradation analyses. Results of sweil-consolidation testing performed on a relatively undisturbed drive sample of thc existing fiIl, presented on Figure 4, indicate moderate cornpressibility under conditions of loading and wetting. Results of gradation analyses performed on small diameter drive samples (minus 1%inch fraction) of the natural coarse granulal' subsoils and more granular fill material are shown on Figures 5 and 6. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling or when checked the day after drilling and the subsoils were sligirtly rnoist to moist. No free water was encountered in the Chen and Associates borings when drilled in February of 1982- Job No. I 04 741 c$t=cn FOUNDATION BEARTNG CONDITIONS The natural coarse granular soils possess moderate bearing capacity and relatively low settlement potential. Spread footings bearing on these soils should be suitable for foundation support of the building. The existing fill is somewhat variable and should probably be removed but can be further evaluated at the time of construction. Properly placed and compacted structural fill can be used to re-establish tbundation (and floor slab) design bearing elevations. The structural fill should consist of a fairly well graded granular material approved by the geotectmical engineer. Some of tire on-site soils should be feasible for re-use as structwal fill. DESIGN RECOMMENDATIONS FOLNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footiirgs bearing on the natural granular soils and/or properly placet! and compacted structural fill. Fill depth below footings should not exceed to about 6 feet to help limit the settlement potential. The design and construction criteria presented below should be observed for a spread footing foundation system. r)Footings placed on the undisturbed natural granular soils andlor properly placed antl compacted structural fill should be designed for an allowable bearing pressure of3,000 psf. I3ased on experience, we expect settlement of footings designed and constructed as discussed in this section will be up to about 1 inch. The footings should have a minimum width of 18 inches for continuous walls and 2 feet for isolated Pads. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. 2) 3) iob No. 104 741 c&Ftecn -)- Placement of foundations ai least 48 incires below exterior srade is typically used in this area. Continuous foundation wails should be well reinfurced top and bottom to span local anomalies such as by assuming an unsupported length of at least 72 feel. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report All existing fill, debris and any loose or disturbed soils should be removed and the footing bearing level extended down to the relatively dense natural granular soils. Structural fill used to re-establish design foundation bearing elevation should be compacted to at least 100Yo of the maximum standard Proctor density at a moisture content within about 20% of optimum. The structural fiIl should extend laterally beyond the edges of the footings a distance equal to at least the dcpth ofhll below the footing. Prior to the hll piacement, the exposed soils should be moistened and compacted. We should evaluate the suitability of the existing filI for' foundation support at the tirne of construction. A representative ofthe geotechnical engineer should observe all footing excavations to evaluate bearing conditions and test structural fill for compaction prior to concrete placement. I.'OLNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a siight amount ofdeflection should be designed for a lateral 4) 5) 6) earth prcssure computed on the basis of an equivalent fluid unit weight of at least 50 pcf 6,;l l&f\*-' for backfill consisting of the on-site granular soils. Cantilever€d retaining structures which are separate fron the building and can be expected to deflect sufficiently to mobilize the fuil active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least S-pcf for backfill consisting ofthe on-site granular soils. The backfill should not contain debris. topsoil or oversized rocks. ahfiR- Job No. 104 741 cdBtecn -6- A1l foundation and retaining structures shouid be designed fbr appropriate hydroslatic and surcharge pressules such as adjacenl footings, trafiic, construction materials and equiprnent. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining stl'ucture. An underdrain should be provided to prevent hydrostatic pressure buildup behind wails. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor dcnsity at a moisture content near optimum. Backfill in pavement and walkway arcas should be compacted to at least 95Yo of the maximum standard Proctor density. Care should be taken not to overcompact the backfrll or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if thc material is placed conectly, and could result in distress to facilities constructed on the backfili. The lateral resistatlce of foundation or retaining r.r,all footings will be a combination of the sliding rcsistance ofthe footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calcuiated based on a coefficient of friction oflg Passive pressure of con'rpacted backfill against the sides ofthe footings can be calculated using an equivalent fluid rinit weight of350 pcf. The coefficient offriction and passive pressure values recontrnended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case ofpassive resistance. Fill placed against the sides ofthe footings to resist lateral loads should be a gl'anular rnaterial compacted to at least 95% of the maximum standard Proctor density ai a moisture content near oplimum. .lob No. 104 74 I c&Ftecn -7 - FLOOR SLABS The natural coarse granular soils are suitable to support lightly to moderately loaded slab- on-grade construction. The suitability of the existing fiIl to support building floor slabs should be evaluated at the time of construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer bascd on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of rninus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less Ihan 2o/o passing the No. 200 sieve. All fill materials for support of floor Slabs shoiild be compactedlo at lcasl-95% o[ maximum standard Proctor density at a moisture content near optimum. Required fiil can consist ofthe on-site granular soils devoid oforganics, debris and oversized rock. TINDERDRAIN SYSTEM Although fi'ee water was no1 encountered during our exploration, it has been our experience in mountainous areas tirat local perched gronndwater can develop during times ofheavy prccipitation or seasonal runoff. Frozen ground during spring runoffcan also create a perched condition. We recommend below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic prcssttre buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill suroundecl above the invert ievei with free-draining granular naterial. The drain should be placed at each level ofexcavation and at least 1 foot below lowest adjacent finish grade and sloped at a minilnum 1o/oto a suitabie gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2Vo passing the No. 200 lob No. 104 741 e&Bte.n -8- sieve, less than 50% passing the No. 4 sieve and have a nraximum size of 2 inches. The drain gravel backfill should be at least 1%feet deep. SLTRFACE DRAINAGE Tlre following drainage precautions should be observed during construction and maintaincd at all times after the building has been completed: 1) 2) Inundation ofthe foundation excavations and underslab areas should be avoided during construction. Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. The ground surface surrounding the exterior ofthe building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first I0 feet in unpaved areas and a minimum slope of 3 inches in the first 1 0 leet in paved areas. F'ree-draining wall backfill should be capped u,ith about 2 feet of the on- site finer graded soils to reduce surface water infiltration. Roof downspouts and drains should discharge wcll beyond the h'mits of all backfill. 4) LIMITATIONS This study has been conductcd in accordance with generally acccpted geotecturical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type ofconstruction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. lf the client is concemed about MOBC, tiren a professional in this special field of practice should be Job No. 104 74 I e&Ft .r-, -q- consulted. Ou'findings include interpolation and extrapolation of the subsurf'ace conditions identified at the exploratory borings ancl variations in the strbsurface conditions may not become evident until excavation is performed. If conclitions encountered during construction appear different from those described in this report. we should be notified so that re-evaluation of the recornmendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recomrnendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications t0 tl')e recommendations presented herein. We reconmend on-site observation of excavalions and fouttdation bearing strata and testing of structural fiil by a representative of the geotechnicai engineer. Respectfully Submitted, HEPWORTH - PAWLAK GEOI'ECHNICAL, iNC. David A. Young, P.E. Reviewed by: >ftr,-^/ p^'A Steven L. Pawlak, P.E. DAY/ksw cc: Morter Architects - Attn: Ann Darby ft,-rlr'ine Frroineel5 Attn: Bob RedwineLrr6urvv Alpine L,ngineering - Attn: Gary Brooks ^$-il.!si,f"',?,- Job No. 104 741 c$t cn .- 8070 - APPROXIMATE SCALE 1" = 40'8030 .1 q06g \1 \; I \l \\ BENCH MARK: CATV PAD; ELEV.=8055', APPROXIMATED FROM l-----lt lt,tl ll't-- Fa LL' = t tll F E LL - :) a L.l o.o z tr.l I aLJ = BORING 1 a-l I I EXISNNG CONCRETE FOUNDATION AND SLAB (DASHED LINES) r_i i aooo I 8050 EXISTING CASCADE CLUB\ao+o LOCATION OF EXPLORATORY BORINGS FigureHEPWORTH-PAWLAK GEOTECHNICAL, INC.104 741 BORING 1 ELEV.:8045.1' BORING 2 BORING 3 ELEV.: 8044.8' ELEV.: 80a2.4' BORING 4 ELEV.= 8035.6' 'to/12 30/6,1o/0 2/12 l{C=6.6 -2OO=14 46/12 WC=4.4 +4=44 -2O0=19 [,C=5.0 + +=32 -200=18 c){) LL I c o {) LJ 45/s,r0/0 q)oL- I c = o L!' I /12 wC=12.3 DD-121 4/12 WC=6.0 2o0=19 tn /1, WC=5.3 D0=119 -200=10 Note: Exolonstion of symbols shown on Figure 3. Figure 2LOGS OF EXPLORATORY BORINGSHEPWORTH-PAWLAK GEOTECHNICAL, INC.104 741 LEGEND: r]-Mlllll CONCRETE FLOOR SLAB; obout 6 inches thick. uul Xl FILL; manploced, sondy cloyey silt with grovel io silty cloyey sond with grovel, scottered cobbles, M loose to medium dense, moist, brown to dork brown. Construction debris in Borings 1 ond 2. t/ \ W GRAVEL AND CoBBLES (GM); with boulders, sondy to very sondy, silty, dense, moist, light brown, W rocks ore primorily subrounded. I T-lU Relotively undisturbed drive somple; 2-inch l.D. Colifornio liner somple. I Drive somple; stondord penetrotion test (SPT), 1 3/8 inch l.D. split spoon somple, ASTM D-1586. aa /1, Drive somple blow count; indicotes thot 39 blows of o 140 pound hommer folling 30 inches were required to drive the Colifornio or SPT sompler 12 inches. Procticol drilling refusol. Where shown obove bottom of log, indicotes thot multiple ottempts were mode to odvonce the borino. ---------t Depth boring hod coved when meosured on November 11, 2004. NOTES: 1 . Explorotory borings were drilled on November 10, 2004 with 4-inch diometer continuous flight power ouger. 2. Locotions of explorotory borings were meosured opproximotely by pocing from feotures shown on the site plon provided. 3. Elevotions of explorotory borings were determined by instrument level ond refer to the Bench Mork shown on Figure 1. 4 The explorotory boring locotions ond elevstions should be considered occurote only to the degree implied by the method used. 5. The lines between moteriols shown on the explorotory boring logs represent the opproximote boundories between motericl iypes ond tronsitions may be groduql. 6 No free woter wos encountered in the borings of the time of drilling or when checked 1 doy loter. Fluctuotion in woter level moy occur with time, 7. Laboratory Testing Results: WC=WoterContent(%) DD = Dry Density ( pcf )+4 = Percent retoined on the No.4 sieve -200 : Percent possing No. 200 sieve LEGEND AND NOTES Figu reHEPWORTH_PAWLAK GEOTECHNICAL, INC.104 7+1 Moisture Content = 12.3 Percent Dry Densiiy = 121 Pcf Somple of: Sondy Cloyey Sili with Grovel (fill) From: Boring 4 oi 3)l Feet No'movement APPLIED PRESSURE _ 10 ksf FigureSWILL-CONSOLIDATION TEST RESULTSHEPWORTH-PAWLAK GEOTECHNICAL, INC.104 7+1 QJAN SOJARE @ENII{GS nMe READIIIGS 60r[{. 1gllllt, 4 tllN. I lIlN. u.s. sTAt{oARo sERlEs 24 HR, 7 +5 l{N. 15 10 l- -20 l- -.o l- 50 F- 60 l- 70 l-f-- 80- : -=l0o L- .o$ HR ull{.7-t- 1--T_ l--t- .l_.l-E+-1--r-_r- r--l_F -f--1--t--t--l---r- -f--l_-r- i,_ 1-.--T---f-'.1_F--t- -l__'r'- -t- .o02 3/E- 3/1' 1t/2' 3- s-6' E' zaa F Lrl v o- L!z s UJE F trj t!(]- 100 90 EO 70 EO 50 40 fi 20 t0 .m5 ,oo9 .ots ,o37 074 ,15C 'JOO '600 1'1a 2f,6 1"15 DIAMETER OF PARTICLES IN MILLIMETERS 9.5125 19.O J7.5 76..2 e132 2O3 CLAY TO SLT GRAVEL 32 % SAND 50 LIQUID LIMIT % SAMPLE OF: SiltY Sond ond Grovel Z SILT AND CLAY 18 % PLASTICITY INDEX % FROM: Boring 1 ot 5 ond 10 Feet Combined c{fAR soulRE oPf}llltos TIIIE R€ADINGS U,S, STAXDARD SERES 24,t{i 0 lo 20 2"o?Ful ,t{) =50hl oa 60 t! o_ EO 90 .t(x) lf,i. t; Xfi,. .flirN. 1$.x. 4 *r{. r MN.J/8' 3/1' 1 t/2' 3' s-6- 6- 10{) 80 70 60 50 .to JO m 't0 0 a U) o_ t-zL! E.ul(L ,oo2 .oos .ms .019 .q37 rJ71 .lso '3oo '6dJ l't8 z# 1'75 9'5,2.s 19'0 57'5 D|AMETER OF PARTICLES IN MILLIMETERS 152 203 127 GRADATION TEST RESULTSHEPWORTH_PAWLAK GIOTECHNICAL, INC.1A4 f41 OJ.Y TO sLI GRAVEL 44 Z SAND 37 LIQUID LIMIT % SAiI4PLE OF: SiltY ScndY Grovel % SILT AND CLAY 19 PLASTICITY IT.IDEX % FROM: Boring 3 ot 5 Feet 24 HR. 7 HR o 45 rN. 15 lllN. NIIE RETDINGS 60{tN- rgMlN. /r UlN. 1 MIN GJAF SOiJARE OPEN$.IGS 3/E' 3/1- 1 1/2' y 3'6' aa & FzL!(J aat! a_ t! z. F E. Fz c) E. a .oci .ocr .otg .o37 DiAMETER .n74 .ta* -3S '600 :':3 2-36 4'ii OF FAFTiCi f S iN MiLLIi\4ETERS s.5--, rs.s 37.= '-a.? )t2 2 1 I I tI I I I t tI ! ! iiI a I t I t II ! B II i GRADATiCI..J TIST RISULTSHf FWORTii* FAWLAI'( GIOTFCHNiCAL. INC, CRAVEL 44 LlQ,Jil !-ir"'iit SNMPLf OF: cLiY i3 gli SA{'{O 37 % SI:-T AJ'iD CLAY 19 =r-ASi-itiTY ii'lDf,': 7 Srlty CloyeY Son d i iiiij dnd Grcvel FROM: Boring 4 at 5 Feet tJ.tc. JL) -,^ LU ao € -o a I q) C6 .= o =+.ng o0 d >' a ai q)h fi3 cI) CE t (J >' a lE c5 F1 >' a I a ^ lllh-ilr iLn(, i- z;1q' SgEezF'u) J(J EE5 |lJ IDE uJt-k ;ix <zs O r,- =,= ;< -i,z=i:i rn LU l) )Z v\ M"] x*<N oo + z Z-offg t-.t-- e d,ts o'lco s$ do- <L4 ljd.z o k- N -., H l-<=z F:.iz:-<a\c)z=o tr; \o.;.ir .j .'l o.l od IFo- u.l r-'\ 0) di€tr)6 c\-\ vZ co tl r-tn-N $ c;z. o ri !, ZJ ficrJ =uJ Zin =[iUF Hi1x lrl s,tn v-d< 'r.1 o =9<*F: I r,/F o ==o-trl a9/06/a5 PCACOL v3.00 09: J3: 0l Li censed to ;"::il:"Lf:Hi:,ASSOCIATION - Inc., Avon. CO Page I E LEV ooooooooo oooo oooo oooo oo ooooooo oo oo ooooooo oooo oo oo oooo oooo oo ooooo ooooooo oooo oooo oo ooooooooo oooo oooo oo ooooooo oooo oo oo oooo oooo oo ooooo ooooo oooo oo oooo oo oooo oo oooo oo oooo oo oooo oo ooooo0o ooooo (TM) Computer pIogram for the Strength Design of Reinforced Concrete Sections Licensee slated above acknowledges l,hat PortLand Cement Assoclatlon (PCA) is not and cannoL be responsible for either the accuracy or r^^^.,-^,, -4 -1-,- --l-orirl srrnnl io^ :q innrrl- far nrnn,:cci nn hrr rhnousquclry P. vvlJJ r,.v b:l pCAf-OT.lj-m) .omnUler nr-.tr:m Frrrf herm.rrF P(-A nFiihFr m^kFq ^nr/ r^r^rrnnl. \/ cvnro.qad nnr imnl iod L': f h raqna^l- ',-\ the coIrecCncSS O_f I hF .rr-n - prepared by Lhe PCACOL (t m) program. Although PCA has endeavored co n-nrlr-ro paA.O,ftm\ ^rrar f.aa j-h6 nr..rram is not and Can,C be Certifred infaIIible. the finol and only responsibi lity ror analysis, design and engrneerinq documenrs is the Iicensees. Accorclingly, PCA djsclaims a,I responsibilicy in conLracL/ negligence or orhe- fort tor any analysic/ clesr on n- a"rnrnFArin- .{^^,,manF< ^yaF:rAd in COnnecliOn wirh Ihe USe Of rne PUAUUL (Lm) program. 33',\',',31 iltlli.X' ; 3 ? ;"lilli^f[:::T:, ceneral Information: tr: la \l-rm'-' r:.\i^h .l^CS\04 Dr^i.'^1-' uracl-h:rran Co.Iumn: l-NW Code:ACr 318-95 P,'. nnt- i /1n . T.\ro<i-i u'i vyL I v.' r L-rvuJurgo.Lr\J Run Axi s: Biaxral M^l- a7i ^l t)r^narl- i ac. f 'c : 4 ksi Ec = 3605 ksi ASSOCIATION - Inc. , Avon, CO Fi les \ 04110W- 1\Enq\ELEV. COL Engineer: leLia Unil-s: Engl i sh Slenderness: Not considered C^_ rrm.l T\/ntr. qir,r^-rlf al fy = 6o ksi Es : 29000 ksi RupLur e st rain - Infini ty Page 2 E LEV fc : 3.4 ksi Ultimate strain Betal = 0.85 Section: : 0.003 i-nlin Y (in)No.X (in)Y ( in )No,X (jn)Y (in) Exterior Points No. X (in) 1 1 Interior No. 59.0 -59.0 18.0 Points X (in) -59. 0 18.0 58.0 x (in) 56.0 56.0 48.0 Y (1n) 2 5 B No. 59.0 -lB. 0 18.0 X (in) -56.0 56.0 56.0 Y (in) 3 6 9 No. -56.0 48.0 56.0 Y (in) -fI.U 2 t-n^ 2 48.0 -48.0 Ag = 3135 in^4 51.0 48.A 51.0 48.0 Gross section area, Ix = 5.44306e+006 Xo = 0 in R€inforcement: Rebar Database: Ly Yo 6.8142e+006 in^ 4 -4.77551 in ASTM A615 Area (in^ 2 )Size Diam (in) Area (iri"2)Size Diam (in) Area (in^2) #3+6 +14 0.38 0.75 1.13 | .69 #5#B # 11 0. 63 r.00 I.4I 0.31 4.19 1.55 0.11 # 4 4.44 # 1 1.00 + 10 2.25 # 18 ties with #10: 0. 9, phi (c) 0. s0 O. BB I.27 2.26 h:rc lA 0.20 0.60I.2l 4 _ 00 wi l-h l : raarConfinement: Tied; #3 phi (a) - 0.8, phi(b) D:iiarh. T/16^rrl:r r^+^1 ^F^^at 0.48? in^2 X (in)Area in^2 X (1n) L4.96 in^Z I i n ) Araa (in) Area in^2 X (in)Y (rn) o .44 0.44 0.44 0.44 0.44 0.44 0 .44 0 .44 a .44 4.44 0 .44 0.44 -55. 0 -55. 0 55.0 -55.0 55. 0 -33.0 32 .4 -2r.a t-5.0 -55. 0 -55. 0 6.0 18.0 -1,8.0 42.0 -30. 0 -42.0 52 .4 52.A -52.0 -52 .0 52 .0*52.0 0.44 4.44 0.44 o .44 0.44 o .44 0.44 0.44 0.44 0.44 0.44 -55.0 55.0 55.0 55.0 55.0 -20 .0 45.0 -9.0 2t .0 s5.0 -6. 0 5.0 18.0 30. 0 -30.0 52.0 52 .0 52 .4 -52 .4 -52.0 52.0 0-44 0-44 a .44 a .44 a .44 o .44 0.44 0.44 0 .44 a .44 4.44 55.0 -55.0 55.0 -55.0 20.0 -33.0 3.0 39.0 55.0 -18.0 -6.0 30.0 42.4 -42.4 -52.0 52.0 -52 .0 -52. O -52.0 -51.0 a9/06/oa PCACOL V3.00 09: 3l: 07 licensed Lo' Load Combinations: ;.::l::^ry:H):,ASSOC IATION Tr1,.- Arr^n CO f T E'\/ U1 U2 U3 U4 1.400*Dead 1. O5OtDead 1.050*Dead 0.900*Dead + 1.700*Live + 1.275*Live + 0.000*Live + 0.000*1,i ve + 0.000*Lateral + 1 .275*Lateral + 1.275*Lateral + 1.300*LateraI Service Loads: Lo ad No Axiaf Load kip MY A T^n Mx G Bot k-fr My G Top k- fr My G Bot kft 1 Dead LIVC LAT I Factored Loads 0.0 0.0 1r89.0 and Moments with Correspondinq Capacities: L77.4 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.01189.0 0.0 / caa rrcarr< m: nr,:1 fMny k-ft fMn,zMu for notation) NOTE: Each loading Fi rst line Second line - Load Pu Combo kip combination includes [he fol]owing cases: Pu, Mux/ Muy (at colunn top) Puf Muxf Muy (at column bottom) Mux Mrr rr J\'_ I L fMnx k- ft 1 Ul 1u2 1u3 1 u4 +++ D.^^-)m! r vY ! qr,! 0.0 0.0 1516.0 0.0 r,5t-6.0 0.0 1545.1 0.0 0.0 0.0 1516.0 0.0 1515.0 0.0 0.0 4359.2 4359 .2 3e07.3 41.42 .2 3807. 3 4L42.2 312,9 . 6 4048.9 999 .999 999 .999 2.513 999 .999 2 .573 999 .999 2.4r3 999 .999 24't . I 24'1 .8 185. B 185. B 185. B 185. B r59.3 159.3 -6 -6 3813 -3 3813 -3 3128 -1 .1 .1 .4 .B .4 .B .5 .4 nnmnlc't-arl:<rFarllPc1-a.J I ++* -o Run option: Investiqation lSlenderness: Not considered 118 x 112 in L__- Code: ACI 318-95 Units: English Run axis: Biaxial Column type: Structural Bars: ASTM A615 Date: 09/06/05 Time: 09:33:20 ^^, --.r, r t.,irr,, ,i'- :' :"; 1,,'. 3eia r,si h 14000 M (45')(k-ft) -1000 V3.Ji iPCA 199$)- {-icensec to. Redwine -ngineers. inc., Avcn, CLJ rrlr: G. ,-cr,:_.]i:.s\rl.ti_F iies,ro4: i 0\,A/- 1\Fng r-:EV. COL r --, _-l:. .,/,:<:r-lr're,i i.v =e0ksi Es = 290CC rsi . .rin = infin iiv 5ng rieer: ielia A-g = -:1 3e inn2 As ='14,96 in"2 Xo = r-.a.O0 n Ya = -4.78in Cleai siaii::E = 8.25 -1.. aii --,:ll^s arir- -._ aJ.-. re -_ _. i i) ix :: :.4:i.3a'e,.-,-j- :]i3 r,-:J'' :i/ i il [,1i.?s+;i-ri i.-,'.]l I + \t Loads: LC 1, lateral Results for LC 1 , lateral Reaction units are k and Redwine-Reizian, Inc.September 5. 2005 F* 1ul' cxP IN |WW (fuLIlDts -- n,r(,,o\(o,r'\-_-_^:-- .> I'v ;(1.\kv lhw wq7 rounrr rLoon 7'f.{1#' 8018 -0 rsrno rLooR 4,6_@ _., ,_'8066 0 ^rr stcoND FL00R " / rd- - - -->' 8054 0" , rqsr rLooq Zd,B*P8041-d =- 1c7.Q,7,fi7 =k"55 vtF+\#{eW qL5 a1- 4,5oo 1tv( b,\l vLf ,t PARKTNG TEVEL'1-.*;^i "" -B0J0' 0" ->#,b e lwp,w w40 NORTH STAIR v-L(\++e1''5 t*vh2- *4.@. {o" 5t+€ftrL No "LEt$2,bI- 1/8" = 1'-o" :'f l' 8" ryP t]6 rJ 4OO() PSL NW Ct)NCRilT uNO !!/ @ 12" 0C VtRr & @ 12" 0C H0Ril 12 4OOO PSI NW CONCRITT @ N STAIR PARKNO tEVEt RE: J/ S5,01 FCR RtlNF. a PARKING LtVtLT-.-,", "' " NORTH STAIR GRID LINI N THIRD FLOOR 8030'0 I /41 : | --ll BIDG A roorite: b03{, Joono:hklw sneet or ",o*", IrfM Vltf7,,o l,6l6v I By: Date: fte6v rtdhA1t-l Vrt u"1t / ..S /i I | -- cw[f hwu, w'., ?n8 (wltr,D)+r4E | ,-' ' b, *+ Wll/ \s t+ Lrl !?M a 2=l0,bv $oN. tlesr Job Title: Sutiect:By: I I I i hrrtr;Wna u)Ntr{ 6il1 vfrL tLiqo,ou u)tl*i A+Nbet s(.tairo i r/lf6x 08#. 1(#if fu', \tlzr'a n --_\,/ f \ DLilq aDN\l g filN toAir I'<9 ltv etu) t2- QLc bfq {\\t^ ?1t' OwL ql {it+ ttoar4',o" --. &fi" aN ffivW L G4+-*+----., --' 'r{01f,; &irla€e fi$tiwflD\i\\\ ?Ea eh)q r{Juil j i q+ffrt6fr 6irDi$ii i_l ola 't"4 | TE a{"tY) !-_- {r i r f 55Av+-lrw (?>*6 * b B"&x+b" ffi|ieBw- € { i I I l i h htr'l x2i;'S / tlb"'i6uw -.rw ftpD tl.srm (e*zuo *-) '+- s t aig /f-r Df,Aq coNt\i e GWDgzI+ f59.t1 / ,tiV (4.0t t' a,t^, ^\-2' !f|y:. ':?! n '2 1 I-OURTH TLOOR 7,/_a___t BoTE'-0" q,b+llHIRD FLOOR ' E{]66' o" q.5 _€_''' Bo54'-0" qf fnN n Fl onp-r'-r_ -.+ *k EW> fi)an'/i' t^frD = QlQvlnra 2c) " +'l'l W(l*+oto" swaftt4 I Wp tp A,6/' t+- 41,9 vav;rw S C IJTFi STAI R t tIVATO R @ GRID [INt 7 BLDG A U) I I I Qr oxe) I'a' FOURTH FLOORr8ozSto-- S O UTI-] STAI R tL[VATO R GRID LINE O BLDG A wtb11z6[+] (+n*) I I w;nt Ls) | ---L -l (na"1 I nUr* | rilh?d4l uiJwlt"Lql 0n) W(rY%[+l in,(+15")4--- ltllbtZt9l L+zE">-+lrt,+o Dn'qdl pg:a$r* tultozcL+l -ffiT- wr6rea [s] 5roxl :ptal # ,'rrp s'tlxc 45.2" {$ru- 9t{ f.=lo,bu G+- 1wxfti ?L oo .tonue: IlJh(, ,oono 041i0 "n"", o, ",oro, W, -g(W g g,o, {al6 By: Date: w" v!+4,1\ l+,s,9 e 6" l4Tw Iti#o hloo v*t'c-"Oqt'ott &n +,- l+flL Afr, A\ l+Pa d0r0) .,E A" - Wvl+o;ot, w'Nlqrl,ov tllt]ufi4 e0 5ittru{J 1Ttil)l 0 roun)L\tf, 2tt' ztL I1ats+tr6ca> *6 a.a[too)@,++)(1n1 =U,L Vt40 uArfgK+- 0{LN' ?,r',, 'g1g \ ,r.\: .iaia.5')= "q (bq) - e-rl(,^"'.,. \ry ,?! /, t-./ / /'ll-q, \d; - \-' cr J. \c aJ.,\o .l:- - --.? r5',':..' 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I :..'i ^ \-l JJ . r.4,.t i .;1 4l '/14\--:: .--.; i :." ,.iii:t'' --''t -...;' . ...J:j C ,rr ,, ...;,,!,.1 ' _. ,.: ., ,'!-; - l"' .:, :,i') * :,'.= * .'{'(-, ) -i rtl'(:ti)i -<-a,-.4-^t \ rlAr\llt- lt- i,z' Y -r i "t A/,-'-.."'-11 2 i.-\' - - j 5-^ ., ; ,. .,.-.'- - \ -t /,-r^ t/.'i.---*, _"W - -- 23+{, ..rou no.: CYll0 sheet Subject: L u i1-r C- ev, jt'J 14i* o^r., :: f :-; f 3 | 2 So-. R. I L (- zat.+) { lr'' <.-. f- }\ ry+\ l /IQQ.7 ,t": I Z = '.' : ', --. ' a , a^'. .\ ,'r- \, -:LiEt,/ * r r / z-<;).ift, L \ 2 /t- ) " ^ r t -,.,r\r./( ):dql .\. ^ ! ?) -./i \1"- {._-.:i Ll J/ w. ir*-t<) -/),t> ,*-b : (qqzK)' { :,+:<1 ' (oa-v\.t l,- -/, -/ /c",) lvt 1ll,v . : |':-trt i:' :,;:;:-/1 o;cq' o,-l{t ' 3t82f ,-a-' .i'i' - i,'r'. ti)(",y;syur:") r'j|ij //rr',^n (./,:- ",,. i,l'.r)(:,,..,.,, r,r'';':'.:' .,.,':l.r*' - c'''.: i 14 -.'-'t"' n- f-:7- lJ . rll 1l r-.. t/) :, ta ia )a I2t I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC 09/15/05 09:12:35 Units: kips Column 44 at Line SA Dead + Load - S10 at Level 8074 -rf Reducible Storage UnRed. Roof 6.64 Column 36 at Line SA - S'10 at Level 8073.9 Dead Load Pos 0.00 0.00 9.57 0.00 Live Loads o/o Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Tota!Max Total 6.64 16.21 Min Tota! Max Total 8.52 20.90 Min Total Max Total 8.53 20 92 Min Total Max Total 17.77 37.63 9.57 0.00 Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof RA? Column 39 at Line SA - Sg at Level 8064 Dead Load Red ucible Storage UnRed. Roof 17.77 Column 41 at Line SA - Sg at Level 8054 Dead Load Pos 0.00 0.00 't2.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 8.52 12.38 Column 40 at Line SA - S10 at Level 8066 Dead Load 0.00 Pos 0.00 0.00 12.38 0.00 12.38 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads %Red 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Pos 3.74 0.00 16.12 0.00 19.86 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Pos 3.74 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 21140 09/15/05 09:12:35 Storage UnRed. Roof 17.80 Column 38 at Line SA - Sg at Level 8052 Dead Load Red ucible Storage UnRed. Roof 20.73 Column 20 at Line SA - Sg at Level 8042 Dead Load Red ucible Storage UnRed. Roof 20.77 Red ucible Storage UnRed. Roof Load Red ucible Storage UnRed. Roof 0.00 16.12 0.00 't 9.86 0.00 0.00 Live Loads o/o Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.80 J/.OO Min Total Max Total 20.73 44.86 Min Total Max Total 20.77 44.89 Min Total Max Total 4.73 Min Total Max Total 6.9'1 Pos 3.74 0.00 20.39 0.00 24.13 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Pos 3.74 0.00 20.39 0.00 24.13 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 43 at Line DAA - DE2 at Level 8O74 -rt Dead Load Pos 0.00 0.00 2.88 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.85 2.88 Column 94 at Line -0.33ft - '11.27ft at Level 8073.9 0.00 1.85 Pos 0.00 0.00 4.10 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 2.81 4.10 0.00 2.81 Column 103 atLine-0.33ft- 1'1.27ftat Level 8066 I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 3/140 09/15/05 09:12:35 Dead Load Red ucible Storage UnRed. Roof 2.82 Load Red ucible Storage UnRed. Roof 1.72 Column 38 at Line SA - 58 at Level 8064 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Pos 0.00 0.00 4.10 0.00 4.10 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.o0 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total Min Total Max Total 4.59 Min Total Max Total 21.82 53.60 Min Total Max Total 21.85 53.63 6.922.820.00 Column 42 atLine DAA - DD2 at Level 8074 -rt Pos 0.00 0.00 2.87 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.o0 2.87 1.720.00 Live Loads 23.19 30.41 Column 40 at Line SA - 58 at Level 8054 Dead Load Pos 6.90 0.00 24.74 0.00 % Red '17.81 0.00 0.00 % Red 17.81 0.00 0.00 % Red 27.65 0.00 0.00 Neg -0.10 0.00 -1 ta 0.00 % Red 17.92 0.00 0.00 -t.Ja Live Loads Pos 6.90 0.00 24.74 0.00 Neg -0.10 0.00 -1.29 0.00 o/o Red 17.92 0.00 0.00 23.22 s0.41 Column 37 at Line SA - 58 at Level 8052 Dead Load Pos 10.05 0.00 29.95 0.00 Reducible Storage UnRed. Roof -t.Ja Live Loads Neg -0.10 0.00 -1.25 0.00 % Red 27.71 0.00 0.00 Min Total Max Total I Loads on Gravitv Golumnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 41140 09/15/05 09:12:35 32.50 37.22 Column 19 at Line SA - 58 at Level 8042 Dead Load Pos 10.05 0.00 29.95 0.00 Reducible Storage UnRed. Roof Dead Load Pos 0.00 0.00 3.09 0.00 Reducible Storage UnRed. Roof -1.36 31.15 OY./J Min Total Max Total 31.18 69.76 Min Total Max Total Min Total Max Total 13.86 Min Total Max Total Live Loads % Red 27.65 0.00 0.oo Neg -0.10 0.00 -1.29 0.00 -1.36 % Red 27.71 0.00 0.00 32.53 37.22 Column 41 at Line -0.33ft - 20.27ft at Level 8074 -rf Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 1.83 3.09 Column 35 at Line -0.33ft - 20.27ft at Level 8073.9 Load Reducible Storage UnRed. Roof 6.50 7.36 Column 39 at Line -0.33ft - 20.27ft al Level 8066 4.521.830.00 Live Loads Pos 1.30 0.00 6.07 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.500.00 Live Loads Load 6.51 Pos 1.30 0.00 6.07 0.00 736 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 0.00 A A1 13.87 Column 43 at Line DAA - DA3 at Level 8074.2 -rt Dead Load Live Loads Pos %Red 0.00 0.00 Neg 0.00 % Red 0.00Reducible Min Total Max Total RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 5/140 09/'15/05 09:12:35 Sto rag e UnRed. Roof 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.40 0.60 Column 44 at Line DAA - DA3 at Level 80741 -rt Dead Load 1.000.400.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 1.69 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total Min Total Max Total 3.27 Min Total Max Total 14.27 Min Total Max Total I 1A 1.69 Column 40 at Line DAA - DA3 at Level 8074 -rt Dead Load 2.851.160.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 4.81 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 J.Z I 4.81 Column 91 at Line -0.33ft - 29.00ft at Level 8073.9 Load Reducible Storage UnRed. Roof 8.30 607 Column 101 at Line -0.33ft - 29.00ft at Level 8066 Dead Load Pos J.CJ 0.00 2.45 0.00 Reducible Storage UnRed. Roof 8.34 5.97 8.080.00 Pos 0.00 2.45 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.300.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.340.00 Column 98 at Line -0.33ft - 29.00ft at Level 8064 14.31 I Loads on Gravitv Golumnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code; IBC Page 6/140 09/15/05 09:12:35 Dead Load Live Loads % Red 23.72 0.00 0.00 Min Total Max Total 30.54 64.30 Min Total Max Total an <n 64.34 Min Total Max Total 35.83 71 .51 Min Total Max Total 35.87 71.55 Reducible Storage UnRed. Roof Pos 8.56 0.00 27.23 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 30.54 33.76 Column 100 at Line -0.33ft - 29.00ft at Level 8054 Load 0.00 Red ucible Storage UnRed. Roof Pos 8.56 0.00 27.23 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 23.72 0.00 0.00 30.58 33.76 Column 102 at Line -0.33ft - 29.00ft at Level 8052 Dead Load Pos 11.01 0.00 27.95 0.00 Reducible Storage UnRed. Roof 35.83 35.68 Column 67 at Line -0.33ft - 29.00ft at Level 8042 Dead Load Pos 11.01 0.00 27.95 0.00 Reducible Storage UnRed. Roof 35.87 35.68 Cofumn 42 atLineDAA-DA2 atLevel 8O74.2-rt 0.00 Live Loads % Red 29.80 0.00 0.00 Llve Loads % Red 29.80 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 2.31 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Load Min Total Max Total I Loads on Gravitv Golumnl) MM Manager v9.0 Redwrne Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 71140 09115/05 09:12:35 1.45 2.31 Column 45 at Line -0.33ft - 36-06ft at Level 8O74.2 -rt 1.450.00 3.75 Min Total Max Total 0.36 Min Total Max Total 2.97 Min Total Max Total 1 a4 Min Total Max Total Load Pos 0.00 0.00 o.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads 0.36 o.54 Column 43 at Line -0.33ft - 36.06ft at Level 8074.1 -rf 0.900.00 Load Pos 0.00 0.00 1.76 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 1.21 1.76 Column 39 at Line -0.33ft - 36.06ft at Level 8074 -rf Dead Load 1.210.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 4.36 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 000 2.96 4.36 Column 34 at Line -0.33ft - 36.06ft at Level 8073.9 Load Reducible Storage UnRed. Roof 3.88 4.80 Column 38 at Line -0.33ft - 36.06ft at Level 8066 2.960.00 Pos o.44 0.00 4.36 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.683.880.00 Pos % Red o.44 0.00 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 8/140 09/15/05 09:12:35 Storage UnRed. Roof Red ucible Storage UnRed. Roof 0.00 4.36 0.00 Pos 1.54 0.00 30.21 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ?on 4.80 Column 88 at Line -0.33ft - 36.06ft at Level 8064 Dead Load + - Live Loads 3.900.00 8.70 Min Total Max Total IJ.J I 45.06 Min Total Max Total 13.33 45.09 Min Total Max Total 13.91 45.89 Min Total Max Total Neg 0.00 0.00 0.00 0.00 13.3't Column 91 Dead Load 13.33 Column 91 Dead Load 31.75 at Line -0.33ft - 36.06ft at Level 8054 0.00 Live Loads Red ucible Storage UnRed. Roof Pos 1.54 0.00 30.21 0.00 3',t.75 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 at Line -0.33ft - 36.06ft at Level 8052 Live Loads Red ucible Storage UnRed. Roof Pos 1.77 0.00 30.21 0.00 Neg 0.00 0.00 0.00 o.00 % Red 0.00 0.00 0.00 13.91 31.98 Column 63 at Line -0.33ft - 36.06ft at Level 8042 Dead Load Pos 1.77 0.00 2.it1 0.00 Reducible Storage UnRed. Roof 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 {a oa 31.98 0.00 Column 38 at Line 2.88ft - 36.06ft at Level 8074 -rt 13.93 45.91 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 91140 09/15/05 09:12:35 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 7.13 0.00 0.00 Min Total Max Total 2.79 Min Total Max Total Min Total Max Total 4.42 Min Total Max Total -0.28 "4 4R Reducible Sto rag e UnRed. Roof Pos 0.00 0.00 4.37 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.79 4.37 Column 33 at Line 2.88ft - 36.06ft at Level 8073.9 7.170.00 Load Pos 0.69 0.00 4.37 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 9.454.385.064.38 0.00 Column 36 at Line 2.88ft - 36.06ft at Level 8066 Dead Load Reducible Storage UnRed. Roof Pos 0.69 0.00 4.37 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.42 5.06 Column 36 at Line 2.88ft - 36.06ft at Level 8064 Dead Load Pos 4.88 0.00 17.92 0.00 Reducible Storage UnRed. Roof 13.12 22.46 Column 38 at Line 2.88ft - 36.06ft at Level 8054 Dead Load Pos 4.88 0.00 17.92 0.00 Reducible Storage UnRed. Roof 9.480.00 Neg -0.00 0.00 -13.40 0.00 - 13.40 % Red 0.00 0.00 0.00 Live Loads % Red 7.13 0.00 0.00 Neg -0.00 0.00 -13.40 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 101140 09/15i05 09:12:35 13.15 22.46 Column 92 at Line 2.88ft - 36.06ft at Level 8052 Dead Load Pos 8.70 0.00 17.92 0.00 Red ucible Storage UnRed. Roof -13.40 -0.25 35.61 Min Total Max Total 44.73 Min Total Max Total 44.76 Min Total Max Total Min Total Max Total Live Loads % Red 24.'t4 0.00 0.00 Live Loads % Red 24.14 0.00 0.00 Neg -0.00 0.00 -13.40 0.00 % Red 0.00 0.00 0.00 20.2',1 24.52 Column 64 at Line 2.88ft - 36.06ft at Level 8042 Load Red ucible Storage UnRed. Roof 20.24 24.52 Column 103 at Line SB - 53 at Level 8074 -rf Dead Load - 13.40 6.81 Pos 8.70 0.00 17.92 0.00 Neg -0.00 0.00 -13.40 0.00 % Red 0.00 0.00 0.00 -13.40 6.84 Reducible Storage UnRed. Roof Pos 0.00 0.00 4.62 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.99 4.62 Column 92 at Line SB - 53 at Level 8073.9 Dead Load 7.622.990.00 Red ucible Storage UnRed. Roof 9.17 Column 102 at Line SB - 53 at Level 8066 Dead Load Pos 1.78 0.00 aEa 0.00 '10.36 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 9.17 19.53 Pos %Red 1.78 0.00 Neg 0.00 % Red 0.00Reducible Min Total Max Total RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 111140 09/15/05 09:12:35 Storage UnRed. Roof 9.19 Column 35 at Line SB - 53 at Level 8064 Dead Load Red ucible Storage UnRed. Roof 19.80 Column 36 at Line SB - 53 at Level 8054 Load Red ucible Storage UnRed. Roof 0.00 eta 0.00 0.00 0.00 Live Loads % Red 't3.21 0.00 0.00 Live Loads % Red 13.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.36 9.190.00 19.55 Min Total Max Total 19.80 43.47 Min Total Max Total Pos 5.89 0.00 18.56 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 zJ.o I 0.00 Pos 5.89 0.00 18.56 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 19.84 23.67 Column 34 at Line SB - 53 at Level 8052 Load Reducible Storage UnRed. Roof 27.39 25.73 Column 16 at Line SB - 53 at Level 8042 Dead Load 0.00 19.84 43.51 Pos 9.85 0.00 18.56 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 27.20 0.00 0.00 Min Total Max Total 27,39 53.11 Min Total Max Total 53.15 0.00 Reducible Storage UnRed. Roof 0.00 ZI.+J 25.73 Live Loads Pos %Red 9.85 27.20 0.00 0.00 18.56 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Column 64 at Line 2.88ft - 56.02ft at Level 8074 -rf 0.00 0.00 27.43 I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 121140 09/15/05 09:12:35 Dead Load Reducible Storage UnRed. Roof 5.37 Column 35 at Line SB - 52 at Level 8074 -rt Dead Load Reducible Storage UnRed. Roof Live Loads Min Total Max Total 5.37 13.86 Min Total Max Tolal 3.54 Min Total Max Total 9.71 27.95 Min Total Max Total 9.72 27.97 Pos 0.00 0.00 8.49 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.49 0.00 Pos 0.00 0.00 5.84 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 3.54 5.84 Column 31 at Line SB - 52 at Level 8073.9 Dead Load Pos 0.30 0.00 17.00 0.00 Red ucible Storage UnRed. Roof 10.65 17.30 Column 34 at Line SB - 52 at Level 8066 Dead Load Pos 0.30 0.00 17.00 0.00 Reducible Storage UnRed. Roof 9.380.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.94 0.00 % Red 0.00 0.00 0.00 -0.94 Neg 0.00 0.00 -0.94 0.00 % Red 0.00 0.00 0.00 '10.67 17.30 Column 44 at Line DAB - DA3 at Level 8074.2 -rt Dead Load Pos 0.00 0.00 1.27 0.00 Reducible Storage UnRed. Roof -0.94 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 o.00 Min Total Max Total I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 131140 09/15/05 09:12:35 '1 .00 1.27 Column 42 atLine DAB - DA3 at Level 8O74.1 -rt Dead Load 1.000.00 2.27 Min Total Max Total 2.27 Min Total Max Total Min Total Max Total 1.94 Min Total Max Total 114 Red ucible Storage UnRed. Roof Pos 0.00 0.00 1.27 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads 1.00 't.27 Column 46 at Line 4.17ft - 36.06ft at Level 8O74.2 -rt 1.000.00 Load 0.83 l aA Pos 0.00 0.00 1.11 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 0.83 4 44 Column 38 at Line 4.17ft - 36.06ft at Level 8O74.1 -rt Dead Load 1.940.830.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 1.11 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.11 0.00 0.83 Column 45 at Line SC - S10 at Level 8074 -rt Dead Load Red ucible Storage UnRed. Roof Pos 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.56 0.00 O Column 34 at Line SC - 52 at Level 8064 Dead Load Pos %Red 3.64 0.00 Neg %Red 0.00 0.00Red ucible Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 141140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 20.70 0.00 0.00 -1.15 0.00 0.00 0.00 0.00 0.00 Live Loads o/o Red 0.00 0.00 0.00 19.38 24.34 Column 35 at Line SC - 52 at Level 8054 Dead Load Pos 3.64 0.00 20.70 0.00 Red ucible Storage UnRed. Roof 19.41 24.34 Column 33 at Line SC - 52 at Level 8052 Dead Load Pos 6.13 0.00 20.70 0.00 Reducible Storage UnRed. Roof 24.19 26.60 Column 15 at Line SC - 52 at Level 8042 Dead Load Pos 6.13 0.00 20.70 0.00 Reducible Storage UnRed. Roof 24.22 26.60 Column 39 at Line 8.52ft - -1.75ft at Level 8052 Dead Load -1.15 18.23 43.72 Min Total Max Total 18.26 43.75 Min Total Max Total 23.O4 50-78 Min Total Max Total 23.O7 50.82 Min Total Max Total Neg 0.00 0.00 -1.15 0.00 -'t.15 % Red 0.00 0.00 0.00 Live Loads % Red 3.74 0.00 0.00 Neg 0.00 0.00 -1.15 0.00 -,l l5 % Red 0.00 0.00 0.00 Live Loads % Red 3.74 0.00 0.00 Neg 0.00 0.00 -1.15 0.00 -1.15 % Red 0.00 0.00 0.o0 Live Loads Red ucible Storage UnRed. Roof % Red 0.00 0.00 0.00 Neg -0.00 0.00 -0.06 0.00 % Red 0.00 0.00 0.00 Pos ?R? 0.00 E'f A 0.00 10.78 9.59 Column 21 at Line 8.52ft- -1.75ft at Level 8042 -0.06 10.72 20-37 I Loads on Gravitv Golumnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 151140 09/15/05 09:12:35 Load 10.81 1.09 Column 41 Dead Load Reducible Storage UnRed. Roof Pos 3.83 0.00 5.76 0.00 Neg -0 00 0.00 -U.Ub 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total 10.75 20.40 Min Total Max Total 96.00 137.32 Min Total Max Total -0.31 5.17 Min Total Max Total 5-ZJ 9.59 -0.06 Column 34 at Line SC.3 - S8.1 at Level 8040 Load Live Loads % Red 46.09 0.00 0.00 Reducible Storage UnRed. Roof Pos 26.91 0.00 22.67 0.00 Neg -0.02 0.00 -4.12 0.00 % Red 46.09 0.00 000 100.14 37.18 Column 36 at Line 8.52ft - 61.75ft at Level 8074 -rt Load Reducible Storage UnRed. Roof -4.14 Pos 0.00 0.00 4.08 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Neg 0.00 0.00 -1.40 0.00 % Red 0.00 0.00 0.00 4.08 at Line DAC - DA2 at Level 8074.2 -rf -1.40 Reducible Storage UnRed. Roof Pos 0.00 0.00 1.95 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.28 1.95 Column 41 at Line DAC - DA2 at Level 8O74.1 -rt Dead Load Pos 0.00 0.00 1.95 0.00 Reducible Storage UnRed. Roof 't.280.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Buildino Code: IBC Page 161140 09/15/05 09:12:35 1.28 1.95 Column 81 at Line 12.17ft- -3.75ft at Level 8074 -rf 0.00 '1.28 3.23 Min Total Max Total 4.57 '13.55 Min Total Max Total Min Total Max Total 0.16 Min Total Max Total 3.13 5.31 Live Loads Load Red ucible Storage UnRed. Roof 4.57 Column 60 at Line SC.6 - 5101 Pos %Red 0.00 0.00 0.00 0.00 8.98 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.98 at Level 8064 0.00 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 %Red 0.00 0.00 0.00 0.15 0.00 0.150.150.00 Column 68 at Line SC.6 - S101 at Level 8054 Dead Load Red ucible Storage UnRed. Roof Pos 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.'t 6 0.00 0.160.00 Column 65 at Line SC.6 - S101 at Level 8052 Load Live Loads 3.20 Reducible Storage UnRed. Roof Pos 4A) 0.00 o.79 0.00 2.11 % Red 0.00 0.00 0.00 Neg -0.00 0.00 -0.07 0.00 % Red 0.00 0.00 0.00 -0.07 O Column 48 at Line SC.6 - 5101 at Level 8042 Live Loads Pos %Red 1.32 0.00 Neg -0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 171140 09/15/05 09:12:35 Sto rag e UnRed. Roof 0.00 0.79 0.00 2.11 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 -0.07 0.00 0.00 0.00 3.21 Column 61 at Line 12.23ft - -3.75ft at Level 8073.9 Dead Load -0.07 3.14 5.32 Min Total Max Total Min Total Max Total 1.12 Min Total Max Total 11.40 Min Total Max Total 11.41 Reducible Storage UnRed. Roof Pos 0.00 0.00 1.78 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1 .11 1.78 Column 71 at Line 12.23ft- -3.75ft at Level 8066 Dead Load Pos 0.00 0.00 't.78 0.00 Reducible Storage UnRed. Roof 1.12 1.78 Column 66 at Line 12.23ft- -3.75ft at Level 8064 Dead Load Pos 2.99 0.00 1.78 0.00 Reducible Storage UnRed. Roof o.oJ 4.77 Column 70 at Line '12.23ft- -3.75ft at Level 8054 Dead Load Pos 2.99 0.00 1.78 0.00 Reducible Storage UnRed. Roof 2.891.110.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.910.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg -0.00 0.00 -0.16 0.00 % Red 0.00 0.00 0.00 -0.16 6.46 Neg -0.00 0.00 -0.'16 0.00 .0J6 % Red 0.00 0.00 0.00 6.64 4.77 Column 35 at Line DBA - DB2 at Level 8O74.2 -tt o-11 I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 181140 09/15/05 09:12:35 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total Min Total Max Total Min Total Max Total 1.56 Min Total Max Total 5.47 Reducible Storage UnRed. Roof Pos 0.00 0.00 2.10 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 't.46 2.10 Column 35 at Line DBA - DB2 at Level 8074.1 -fi Dead Load Pos 0.00 0.00 2.'to 0.00 Reducible Storage UnRed. Roof 1.46 2.10 Column 34 at Line DBA - DB1 at Level 8074.2 -fi Dead Load J.301.460.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2AA1.460.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 no4 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.61 0.95 Column 36 at Line DBA - DBI at Level 8074.1 -rt Load Reducible Storage UnRed. Roof 0.610.00 Pos 0.00 0.00 J.ZO 0.00 Neg 0.00 0.00 0.00 0.00 o/o Red 0.00 0.00 0.00 2.21 3.26 Column 34 at Line 13.42ft- 61.75ft at Level 8074 -rf Dead Load 2.210.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 9.98 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 191140 09/15/05 09:12:35 5.81 12.05 't2.09 30.20 9.98 5.810.00 15.79 Min Total Max Total 8.23 17.84 Min Total Max Total 8.27 17.89 Min Total Max Total 26.38 42.10 Min Total Max Total 26.42 42.14 Column 81 at Line SD20 - 56.4 at Level 8064 Dead Load Live Loads % Red 18.90 0.00 0.00 Live Loads % Red 18.90 0.00 0.00 Live Loads % Red 38.04 0.00 0.00 Live Loads % Red 38.04 0.00 0.00 Live Loads Reducible Storage UnRed. Roof Pos 7.15 0.00 0.00 0.00 Neg -0.0'l 0.00 -3.81 0.00 % Red 18.92 0.00 0.00 5.80 -3.82 Column 86 at Line SD20 - 56.4 at Level 8054 Dead Load Reducible Storage UnRed. Roof Pos 7.15 0.00 0.00 0.00 ----;-- c.6u Neg -0.01 0.00 -3.81 0.00 % Red 18.92 0.00 0.00 -3.82 Column 85 at Line SD20 - 56.4 at Level 8052 Dead Load Reducible Storage UnRed. Roof Pos 16.47 0.00 1.69 0.00 11.90 Neg -0.01 0.00 -3.81 0.00 % Red 38.04 0.00 0.00 -3.82 Column 59 at Line SD20 - 56.4 at Level 8042 Dead Load Reducible Storage UnRed. Roof Pos 16.47 0.00 1.69 0.00 Neg -0.01 0.00 -3.81 0.00 % Red 38.04 0.00 0.00 30.24 1 1.90 Column 85 at Line SD21 - S5.5 at Level 8074 -rf -3.82 Pos %Red Neg 0.00 % Red 0.00 Load Reducible 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 2Ql14O 09115/05 09:12:35 Storage UnRed. Roof 53.99 Column 61 Dead Load Reducible Storage UnRed. Roof 0.20 Column 69 at Line SD.1 - S10'l 0.00 69.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.50 69.86 Column 68 at Line SD21 - S5.5 at Level 8073.9 Dead Load Pos 6.18 0.00 69.86 0.00 Reducible Storage UnRed. Roof 53.95 75.14 Column 82 at Line SD21 - S5.5 at Level 8066 Oead Load Pos 6.18 0.00 69.86 0.00 Reducible Storage UnRed. Roof 0.00 42.50 112.36 Min Total Max Total R" OC 129.08 Min Total Max Total 53.99 129.13 Min Total Max Total 0.20 0.20 Min Total Max Total Live Loads % Red 14.68 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red 14.68 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 75.14 at Line SD.1 - 5101 at Level 8064 0.00 Live Loads 0.00 at Level 8054 % Red 0.00 0.00 0.00 Live Loads o/o Red 0.00 0.00 0.00 Pos 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 o.00 0.00 Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 o.22 0.00 0.00 Column 66 at Line SD.1 - S101 at Level 8052 o.22 o.22 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 211140 09/15/05 09:12:35 Dead Load 9.30 9.32 20.16 Column 71 Dead Load Reducible Storage UnRed. Roof Pos 2.66 0.00 6.52 0.00 Neg -0.00 0.00 -0.25 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total 18.48 Min Total Max Total 9.07 18.51 Min Total Max Total 19.57 40.08 Min Total Max Total 19.61 40.11 9.18 -u.zo 9.04 Column 49 at Line SD.1 - 5101 at Level 8042 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 13.85 0.00 0.00 Red ucible Storage UnRed. Roof Pos z.ocl 0.00 6.52 0.00 9.18 Neg -0.00 0.00 -o.25 0.00 % Red 0.00 0.00 0.00 -u.zo Column 67 at Line 18.77ft- -3.75ft at Level 8064 Dead Load Pos 6.02 0.00 14.74 0.00 Red ucible Storage UnRed. Roof Neg -0.01 0.00 -0.58 0.00 % Red 13.86 0.00 0.00 19.92 at Line 18.77ft - -3.75ft at Level 8054 -0.58 Live Loads Red ucible Storage UnRed. Roof Pos 6.02 0.00 14.74 0.00 % Red 13.85 0.00 0.00 Neg -0.01 0.00 -0.58 0.00 % Red 13.86 0.00 0.00 20.19 19.92 Column 42 at Line 18.77ft- -1.75ft at Level 8052 Red ucible Storage UnRed. Roof -0.58 Pos 9.16 0.00 8.58 0.00 Live Loads % Red 25.44 0.00 0.00 Neg -0.00 0.00 -0.35 0.00 % Red 25.45 0.00 0.00 Load Min Total Max Total I Loads on Gravitv Column{) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 221140 09/15i05 09:12:35 22.28 15.41 Column 24 at Line 18.77ft - -1.75ft at Level 8042 Dead Load Pos 9.16 0.00 8.58 0.00 Reducible Storage UnRed. Roof Load Reducible Storage UnRed. Roof Pos 7.26 0.00 0.00 0.00 -0.36 21.93 37.69 Min Total Max Total 21.96 5I .T J Min Total Max Total 13.34 19.20 Min Total Max Total 13.35 19.?1 Min Total Max Total 0.75 1.91 Live Loads % Red 25.44 0.00 0.00 Live Loads % Red 19.34 0.00 0.00 Neg -0.00 0.00 -0.35 0.00 % Red 25.45 0.00 0.00 22.32 15.41 Column 62 atLine 19.31ft- 45.71ftat Level 8073.9 -0.36 Pos 7.26 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 o/o Red 0.00 0.00 0.00 13.34 5.86 Column 74 at Line 19.3"1ft- 45.71ftat Level 8066 Load Reducible Storage UnRed. Roof Dead Load 0.00 Live Loads % Red 19.34 0.00 0.00 7o Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 13.35 5.86 Column 60 at Line 19.85ft - -3.75ft at Level 8074.2 -rf 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 1.16 0.00 Neg 0.00 0.00 0.00 0.00 7o Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 u./3 1.16 Column 52 at Line 19.85ft - -3.75ft at Level 8074.1 -rf 0.00 Pos 0.00 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 231140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 s.12 0.00 3.12 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.10 Oead Load 0.00 5.22 Min Total Max Total 8.07 21.44 Min Total Max Total 8.17 2't.54 Min Total Max Total 2.10 Cofumn 48 at Line 19.85ft - -3.75ft atLevel 8074 -rt Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 4'r. a.'7 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0-00 0.00 0.00 8.07 IJ.J T Column 75 at Line 19.85ft - -3.75ft at Level 8073.9 Load Red ucible Storage UnRed. Roof 8.17 Column 87 at Line 19.85ft - -3.75ft at Level 8066 0.00 Pos 0.00 0.00 13.37 0.00 IJ.J ' Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 4'1. 2.'l 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.19 13.37 Cofumn 58 at Line DBB - DE2 at Level 8074.2 -rt Dead Load Pos 0.00 0.00 1.82 0.00 Reducible Storage UnRed. Roof 1.19 1.82 0.00 % Red 0.00 0.00 0.00 8.19 I 10 21.55 3.01 Mln Total Max Total Neg 0.00 0.00 0.00 0.00 0.00 Column 49 at Line DBB - DE2 at Level 8O74.1 -rf I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 241140 09/'15105 09:12:35 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Min Total Max Total Reducible Storage UnRed. Roof Pos 0.00 0.00 'l.82 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 I 10 1.82 Column 39 at Line DBB - DB3 at Level 8O74.2 -rt Dead Load 0.00 1.15 3.O1 Reducible Storage UnRed. Roof Pos 0.00 0.00 3.86 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total Min Total Max Total Min Total Max Total 2.56 3.86 Column 39 at Line DBB - DB3 at Level 8074i -rt Dead Load Pos 0.00 0.00 3.86 0.00 Red ucible Storage UnRed. Roof Column 33 at Line DBB - DB1 3.86 at Level 8074.2 -fi Dead + 6.432.560.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 o-r+J2.570.002.57 Reducible Storage UnRed. Roof Pos 0.00 0.00 4.49 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 36.21 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.84 4.49 Column 42 at Line 20.15ft - 45.71ft at Level 8064 Dead Load Pos 14.95 0.00 0.00 0.00 Reducible Storage UnRed. Roof 2.840.00 Neg 0.00 0.00 -3.39 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 251140 09/15/05 09:12:35 26.93 9.54 Column 44 at Line 20.1sft - 45.71ft at Level 8054 -3.39 23.55 36.47 Min Total Max Total 23.59 36.51 Min Total Max Total Load 45.36 Column 41 Dead Load 45.40 Load Dead Load Reducible Storage UnRed. Roof Pos 14.95 0.00 0.00 0.00 Neg 0.00 0.00 -3.39 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 36.2'l 0.00 0.00 Live Loads YoRed 45.03 0.00 0.00 26.97 9.54 Column 58 at Line 20.1sft - 45.7 1ft atLevel 8052 Dead Load Pos 25.04 0.00 0.00 0.00 Red ucible Storage UnRed. Roof -3.39 Neg 0.00 0.00 -3.39 0.00 % Red 0.00 0.00 0.00 13.77 at Line 20.1 5ft - 45.71ft at Level 8042 -J.CY 41.97 42.01 59.13 59.17 Live Loads % Red 45.03 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total Red ucible Storage UnRed. Roof Pos 25.04 0.00 0.00 0.00 13.77 Neg 0.00 0.00 -3.39 0.00 % Red 0.00 0.00 0.00 -3.39 Column 33 at Line 20.15ft - 61.75ft at Level 8074 -rf Red ucible Sto rag e UnRed. Roof Pos 0.00 0.00 2.15 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 1.O7 J-ZZ1-07 2.15 Column 30 at Line 20.15ft - 61.75ft at Level 8073.9 0.00 Pos 0.96 Live Loads % Red 0.00 Neg 0.00 % Red 0.00Red ucible Min Total Max Total I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 26/140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 18.10 0.00 0.00 -0.46 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 10.40 0.00 0.00 Live Loads % Red 1D.40 0.00 0.00 12.84 19.07 Column 33 at Line 20.1sft - 61.75ft at Level 8066 Load Reducible Storage UnRed. Roof 't2.87 19.07 Column 33 at Line 20.1sft - 61.75ft at Level 8064 Dead Load Pos 5.39 0.00 18.31 0.00 Reducible Sto rag e UnRed. Roof 18.62 zJ. t+ Column 34 at Line 20.1sft - 61.75ft at Level 8054 -0.46 12.38 31.91 Pos 0.96 0.00 18.10 0.00 Neg 0.00 0.00 -0.46 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 12.41 31.93 Min Total Max Total 14.27 41.76 Min Total Max Total 14.30 41.79 Min Total Max Total -0.46 Neg -0.22 0.00 -4.15 0.00 % Red 10.73 0.00 0.00 -4.35 18.65 23.14 Column 57 at Line 20.1sft - 61.75ft at Level 8052 Load Load Reducible Storage UnRed. Roof Pos 0.00 18.31 0.00 Neg -0.22 0.00 -4.15 0.00 % Red 10.73 0.00 0.00 -4.35 Red ucible Storage UnRed. Roof Pos s.71 0.00 18.31 0.00 Neg -0.22 0.00 -4.15 0.00 % Red 27.O0 0.00 0.00 Live Loads % Red 26.87 0.00 0.00 zo.o I 25.41 Column 40 at Line 20.15ft - 61.75ft at Level 8042 -4.31 22.30 52.03 I Loads on Gravitv Golumnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 27114Q 09/15105 09:12:35 Dead Load 5.17 5.18 Reducible Storage UnRed. Roof Pos 9.7'l 0.00 18.31 0.00 + - Live Loads - +Min Total Max Total %Red Neg 26.87 -O.22 0.00 0.00 -- -4.15 0.00 0.00 % Red 27.00 0.00 0.00 26.64 25.41 Column 78 at Line SD22 - 56.6 at Level 8073.9 Dead Load -4.31 22.33 52.05 Min Total Max Total 5.17 7.93 Min Total Max Total Min Total Max Total 48.66 90.12 Reducible Storage UnRed. Roof Pos 2.76 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 000 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 39.84 0.00 0.00 Live Loads % Red 39.84 0.00 0.00 2.76 0.00 Column 91 at Line SD22 - 56.6 at Level 8066 Dead Load Reducible Storage UnRed. Roof Pos 2.76 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 000 2.76 7.945.180.00 Column 80 at Line SD22 - 56.4 at Level 8064 Dead Load 50.72 39.40 Column 85 at Line SD22 - 56.4 at Level 8054 Dead + - Reducible Storage UnRed. Roof Red ucible Sto rag e UnRed. Roof Pos 18.20 0.00 28.45 0.00 Neg -o.o2 0.00 -2.O5 0.00 % Red 39.84 0.00 0.00 -2.06 Pos 18.20 0.00 28.45 0.00 Neg -0.02 0.00 -2.05 0.00 % Red 39.84 0.00 0.00 Load Min Total Max Total I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 28/140 09/1 5/05 09: 1 2:35 50.80 39.40 Column 84 at Line SD22 - 56.4 at Level 8052 Dead Load Pos 26.84 0.00 28.45 0.00 Reducible Storage UnRed. Roof 66.68 42.93 Column 58 at Line SD22 - 56.4 at Level 8042 Dead Load -2.06 48.74 90.20 Min Total Max Total 64.62 109.6't Min Total Max Total 64.70 109.69 Min Total Max Total 30.92 68.74 Min Total Max Total 31.00 68.82 Live Loads % Red 46.05 0.00 0.00 Live Loads Pos %Red 26-84 46.05 0.00 0.00 28.45 0.00 0.00 Neg -0.02 0.00 -2.05 0.00 % Red 46.05 0.00 0.00 -2.06 Red ucible Storage UnRed. Roof 66.76 4Z.VJ Column 84 at Line SD22 - 54.6 at Level 8064 Dead Load Pos 'to.14 0.00 26.51 0.00 Red ucible Sto rag e UnRed. Roof 34.92 33.82 Column 87 at Line SD22 - 54.6 at Level 8054 Load Red ucible Sto rag e UnRed. Roof aA nn 33.82 Column 87 at Line SD22 - 54.6 at Level 8052 Neg -0.02 0.00 -2.O5 0.00 % Red 46.05 0.00 0.00 -2.06 Live Loads % Red 27.88 0.00 0.00 Neg 0.00 0.00 -4.00 0.00 % Red 0.00 0.00 0.00 -4.00 Live Loads Pos 10.14 0.00 26.51 0.00 % Red 27.88 0.00 0.00 Neg 0.00 0.00 -4.00 0.00 % Red 0.00 0.00 0.00 -4.00 Live Loads Pos % Red 14.03 34.96 Neg 0.00 % Red 0.00 Load Red ucible Min Total Max Total I Loads on Gravitv Column{) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 291140 09/15/05 09:12:35 Sto rag e UnRed. Roof 0.00 26.51 0.00 0.00 -4.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 34.96 0.00 0.00 42-15 Column 61 Dead Load 35.64 at Line SD22 - 54.6 at Level 8042 -4.00 38.15 77.79 Max Total Reducible Storage UnRed. Roof Pos 14.03 0.00 26.51 0.00 Neg 0.00 0.00 -4.00 0.00 % Red 0.00 0.00 0.00 Min Total 38.23 77.87 Min Total Max Total Min Total Max Total 2.45 60a Min Total Max Total 42.23 35.64 Column 62 at Line 25.41ft- -3.75ft at Level 8074.2 -rf Dead Load -4.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 J.Y.' 0.00 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 2.49 3.93 Column 50 at Line DEB - DE1 at Level 8074.2 -tf Dead Load Pos 0.00 0.00 3.47 0.00 Reducible Storage UnRed. Roof 0.00 6.422.49 Live Loads 2.45 3.47 Column 46 at Line DEB - DE1 at Level 8074i -rt Dead Load Pos 0.00 0.00 3.47 0.00 Reducible Storage UnRed. Roof % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.45 3.47 2.450.00 Column 36 at Line DBC - DB2 at Level 8074.2 -rt qoa I Loads on Gravitv GolumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 30/140 09/15/05 09:12:35 Dead Load Pos 0.00 0.00 2.'t5 0.00 1.43 2.15 Column 33 at Line DBC - DB2 at Level 8074j -rt Dead Load Live Loads Min Total Max Total Min Total Max Total ERR Min Total Max Total Min Total Max Total Reducible Storage UnRed. Roof % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.581.430.00 Live Loads Red ucible Storage UnRed. Roof Pos 0.00 0.00 2.15 0.00 2.15 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.43 2.16 Dead Load 1.430.00 Column 32 at Line DBC - DB1 at Level 8O74.2 -rt Dead Load Live Loads Red ucible Storage UnRed. Roof Pos 0.00 0.00 1.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.64 1.00 Cofumn 34 at Line DBC - DB'1 at Level 8074i -rt Dead Load 1.640.640.00 Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 3.'l8 0.00 3.18 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 5.342.160.00 Column 32 at Line 26.67ft- 61.75ft at Level 8074 -rf Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 12.69 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnsl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 31/140 09/15105 09:12:35 7.47 12.65 Column 16 at Line 29.38ft - 45.71ft al Level 8040 Load Reducible Storage UnRed. Roof 151.80 Cof umn 85 at Line 30.60ft - -1.75ft at Level 8064 Dead Load Pos 8.96 0.00 25.94 0.00 Red ucible Storage UnRed. Roof 30.72 a2 ?e Column 88 at Line 30.60ft - -1 .75ft at Level 8054 Dead Load Pos 8.96 0.00 25.94 0.00 Red ucible Storage UnRed. Roof 30.80 aa an Cof umn 88 at Line 30.60ft - -1 .75ft at Level 8052 Dead Load Pos 13.87 0.00 25.94 0.00 Reducible Storage UnRed. Roof 40.22 a4 P7 Column 62 at Line 30.60ft - -1.75ft at Level 8042 Dead Load Pos 13.87 0.00 7.47 20.16 Min Total Max Total 146.03 194.44 Min Total Max Total 30.72 64.10 Min Total Max Total 30.80 64.18 Min Total Max Total 40.22 76.10 Pos 54.98 0.00 17.77 0.00 42.63 Live Loads % Red 54.77 0.00 0.00 Live Loads % Red 16.92 0.00 0.00 Neg -0.01 0.00 -5.76 o.00 % Red 54.77 0.00 0.00 -5.77 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red 16.92 0.00 0.00 Live Loads % Red 28.39 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red 28.39 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 321140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 25.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 16.17 0.00 0.00 40.30 35.87 Column 42 atLine SD.4 - S5.5 at Level 8073.9 Dead Load Pos 6.50 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 11.85 5.45 Column 47 atLine SD.4 - S5.5 at Level 8066 Dead Load Pos 6.50 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 0.00 40.30 76.18 Min Total Max Total 11.85 't 7.30 Min Total Max Total 't't.87 17.32 Min Total Max Total Min Total Max Total Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red 16.17 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 11.87 Column 61 Dead Load i -fF Column 51 Dead Load Reducible Storage UnRed. Roof F AF at Line 30.97ft - -3.75ft at Level 8074.2 -rf 0.00 Pos 0.00 0.00 1.16 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 't.16 at Line 30.97ft - -3.75ft at Level 8074.'l -rt 1.91n -7F.0.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 3.12 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 2.'lo 3.'t2 2.100.00 Column 49 at Line 30.97ft - -3.75ft at Level 8074 -rf 5.22 I Loads on Gravitv Columnsa RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 33i'140 09i15/05 09:'12:35 Load Pos 0.00 0.00 't't.13 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total 18.02 Min Total Max Total 1t87 Min Total Max Total 13.89 35.71 Min Total Max Total Reducible Storage UnRed. Roof 6.90 11.13 Column 73 at Line 30.97ft - -3.75ft at Level 8073.9 Dead Load Pos 0.31 0.00 21 .51 0.00 Reducible Storage UnRed. Roof 13.87 21.82 Column 86 at Line 30.97ft - -3.75ft at Level 8066 Load 6.900.00 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 0.31 0.00 21.51 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 13.89 21.82 Column 55 at Line DEC - DE2 at Level 8O74.2 -fi Dead Load Pos 0.00 0.00 1.88 0.00 Reducible Storage UnRed. Roof 0.00 Live Loads 1.27 '1 .88 Column 50 at Line DEC - DE2 at Level 8074.1 -i % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.15't.270.00 Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 1.88 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Load Min Total Max Total I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 341140 09/15/05 09:12:35 1.27 1.88 Column 37 at Line DCA - DB2 at Level 8074.2 -fi Load Reducible Storage UnRed. Roof 1.38 2.08 Column 31 at Line DCA - DB2 at Level 8074.1 -tf ? 441.270.00 Pos 0.00 0.00 2.08 0.00 2.O8 at Level 8074.2 -tf Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Pos 0.00 0.00 2.O8 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total Min Total Max Total Min Total Max Total 0.62 Min Total Max Total 5.42 3.461.380.00 Red ucible Storage UnRed. Roof 1.38 Column 3'l at Line DCA - DB1 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.461.380.00 Dead Load Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 n07 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.62 n07 Column 30 at Line DCA - DBI at Level 8074.1 -fi Load 1.590.00 Live Loads Reducible Sto rag e UnRed. Roof Pos 0.00 0.00 3.23 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.19 3.23 Column 3 1 at Line 32.42ft - 6'1.75ft at Level 8074 -rf Dead Load 2.'t90.00 Live Loads Pos % Red 0.00 0.00 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitu Columns(D RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 35/140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 12.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 't.52 0.00 0.00 7.25 12.23 Column 40 at Line SD45 - 56.6 at Level 8073.9 Dead Load Pos 4.17 0.00 0.00 0.00 Reducible Storage UnRed. Roof 7.97 4.10 Column 43 at Line SD45 - 56.6 at Level 8066 Dead Load 7.250.00 19.48 Min Total Max Total 7.97 12.07 Min Total Max Total 12.08 Min Total Max Total 13.36 19.21 Min Total Max Total Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 4.17 0.00 0.00 0.00 4.',to Live Loads % Red 't.52 0.00 0.00 Live Loads % Red 19.30 0.00 0.00 Live Loads % Red 19.30 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.98 Load 7.980.00 Column 87 at Line 34.35ft - 45.71ftat Level 8073.9 Reducible Storage UnRed. Roof Pos 7.25 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 13.36 5.85 Column 98 at Line 34.35ft- 45.71ftat Level 8066 Dead Load Pos 7.25 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 13.39 5.85 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 71 at Line 34.35ft - 45.7 1ft alLevel 8064 1a ao 19.24 I Loads on Gravitv Golumnso RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 36/140 09/15/05 09:12:35 Dead Load 35.10 Red ucible Storage UnRed. Roof Pos 19.28 0.00 0.00 0.00 11.41 % Red 0.00 0.00 0.00 + - Live Loads - +Min Total Max Total %Red Neg 40.84 0.00 0.00 0.00 - -0.67 0.00 0.00 -0.67 Column 76 at Line 34.35ft- 45.7lftat Level 8054 Load Reducible Storage UnRed. Roof 35.13 Column 77 atLine 34.35ft- 45.71ftat Level 8052 Dead Load Pos 29.90 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 54.26 15.68 Column 55 at Line 34.35ft - 45.71ft atLevel 8042 Dead Load Pos 29.90 0.00 0.00 0.00 Red ucible Storage UnRed. Roof Live Loads 34.43 46.51 Min Total Max Total 34.47 46.54 Min Total Max Total 53.59 69.94 Min Total Max Total 53.63 69.97 Pos 19.28 0.00 0.00 0.00 11.41 % Red 40.84 0.00 0.00 % Red 47.57 0.00 0.00 % Red 47.57 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.67 0.00 % Red 0.00 0.00 0.00 -0.67 Live Loads Neg 0.00 0.00 -0.67 0.00 %Red 0.00 0.00 0.00 -0.67 Live Loads Neg 0.00 0.00 -0.67 0.00 %Red 0.00 0.00 o.00 54.29 15.68 Column 89 at Line 34.35ft - 61.75ft at Level 8074 -rt Dead Load -0.67 Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 1.86 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv GolumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 371140 09/15/05 09:12:35 0.94 1.86 Column 69 at Line 34.35ft - 61.75ft at Level 8073.9 2.810.940.00 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total 15.04 36.85 Min Total Max Total 15.08 36.89 Min Total Max Total 23.39 49.04 Min Total Max Total 23.43 49.08 Red ucible Storage UnRed. Roof Pos 1.14 0.00 20.67 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 15.04 21.81 Column 83 at Line 34.35ft - 61.75ft at Level 8066 Load Reducible Storage UnRed. Roof 15.08 21.81 Column 70 at Line 34.35ft - 61.75ft at Level 8064 Dead Load Pos 5.64 0.00 20.67 0.00 Red ucible Storage UnRed. Roof 23.39 25.64 Column 77 at Line 34.35ft - 61.75ft at Level 8054 Load Red ucible Storage UnRed. Roof 23.43 25.64 Column 76 at Line 34.35ft - 61.75ft at Level 8052 Dead Load Pos 10.16 0.00 Pos 1.'t4 0.00 20.67 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red 11.82 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Pos 5.64 0.00 20.67 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 11.82 0.00 0.00 Live Loads % Red 27.94 0.00 Neg 0.00 % Red 0.00Red ucible Min Total Max Total 20.67 0.00 - 0.00 Page 38/140 09/15/05 09:12:35 31.79 59.79 Min Total Max Total 31.84 59.83 Min Total Max Total 5.03 't4.20 Min Total Max Total 0.53 1.20 Min Total Max Total 0.000.00 0.00 0.0031.79 28.00 Column 56 at Line 34.35ft - 61.75ft at Level 8042 Dead Load Pos '10.16 0.00 20.67 0.00 Reducible Storage UnRed. Roof Load Reducible Storage UnRed. Roof Live Loads 31.84 28.00 Column 50 at Line 35.67ft - -3.75ft at Level 8074 -rf Dead % Red 27.94 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Pos 0.00 0.00 9.17 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 5.03 9.17 Column 52 at Line DDA - DD2 at Level 8074.2 -rt Dead Load Pos 0.00 0.00 0.68 0.00 Reducible Storage UnRed. Roof 0.53 0.68 Column 47 at Line DDA - DD2 at Level 8O74.1 -rt Dead Load Pos 0.00 0.00 1.26 0.00 Reducible Storage UnRed. Roof 0.95 't.26 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Storage 0.00 0.00 0.00 0.00 I Loads on Gravitv Columnsl UnRed. Roof Column 79 at Line SD52 - 56.4 at Level 8064 0.00 0.95 2.21 I Loads on Gravitv ColumnslD RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 39/140 09/15/05 09:12:35 Dead Load Pos 't6.62 0.00 0.00 0.00 10.27 Reducible Storage UnRed. Roof Live Loads % Red 38.21 0.00 0.00 Live Loads % Red 38.21 0.00 0.00 Live Loads % Red 46.84 0.00 0.00 Live Loads % Red 46.84 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg -0.06 0.00 -2.64 0.00 % Red 38.23 0.00 0.00 Min Total Max Total 26.62 39.56 Man Total Max Total 26.65 39.60 Min Total Max Total 47.97 65.73 Min Total Max Total 48.01 65.77 29.29 -2.68 Column 84 at Line SD52 - 56.4 at Level 8054 Dead Load 29.33 Reducible Storage UnRed. Roof Pos 16.62 0.00 0.00 0.00 't0.27 Neg -0.06 0.00 -2.64 0.00 % Red 38.23 0.00 0.00 -2.68 Column 86 at Line SD52 - 56.4 at Level 8052 Dead Load 50.64 Reducible Storage UnRed. Roof Pos 28.38 0.00 0.00 0.00 15.09 Neg -0.06 0.00 -2.64 0.00 % Red 46.85 0.00 0.00 -z.o I Column 60 at Line SD52 - 56.4 at Level 8042 Dead Load 50.68 Reducible Storage UnRed. Roof Pos 28.38 0.00 0.00 0.00 15.09 Neg -0.06 0.00 -2.64 0.00 % Red 46.85 0.00 0.00 -2.67 Column 40 at Line DCB - DB3 at Level 8074.2 -fi Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 3.95 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnso RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 401140 09/15/05 09:12:35 2.68 ?o4 Column 40 at Line DCB - DB3 at Level 8O74.'l -rt Load o-oJ0.00 2.68 Min Total Max Total Min Total Max Total Min Total Max Total 7.82 11.95 Min Total Max Total 11.57 Red ucible Storage UnRed. Roof Pos 0.00 0.00 3.95 0.00 Neg 0.00 0.00 0.00 0.00 o/o Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 2.68 3.95 Column 30 at Line DCB - DBI at Level 8074.2 -tt Dead Load Pos 0.00 0.00 4.49 0.00 Red ucible Storage UnRed. Roof 2.84 4.49 Column 43 at Line 39.71ft - -1.75ft atLevel 8052 Dead Load 2.680.00 Live Loads %Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.840.00 Reducible Storage UnRed. Roof Pos 4.21 0.00 0.00 0.00 4.13 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 1.93 0.00 0.00 Live Loads % Red 't.93 0.00 0.00 Live Loads % Red 0.00 7.82 0.00 Column 26 at Line 39.71ft - -1.75ft at Level 8042 Dead Load Pos 4.21 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.83 4.13 Column 51 at Line 40.42ft - -3.75ft at Level 8074 -rf 7.830.00 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 411140 09/15/05 09:12:35 Storage UnRed. Roof 2.09 4.26 Column 53 at Line DDB - DD2 at Level 8074.2 -d Dead Load 0.00 4.26 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 A?q2.090.00 Red ucible Storage UnRed. Roof 0.75 Column 48 at Line DDB - DD1 1.17 at Level 8074.2 -rt Pos 0.00 0.00 1.'t7 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total n'7R 1.92 Min Total Max Total 2.24 Min Total Max Total 0.95 2.24 Min Total Max Total 140.61 0.00 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 1.29 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.95 1.29 Column 45 at Line DDB - DDI at Level 8O74i -rt Dead Load 0.950.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 1.29 o.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.95 Column 36 at Line SD.B - 58.1 at Level 8040 Load Reducible Storage UnRed. Roof 1.29 Live Loads Pos % Red 34.45 49.44 0.00 0.00 't3.74 0.00 0.00 31.'t5 0.00 Neg -0.05 0.00 -3.92 0.00 % Red 49.45 0.00 0.00 109.45 Column 52 at Line 45.17ft - -3.75ft at Level 8074 -rf -3.95 105.50 I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 421140 09/15/05 09:12:35 Dead Load 1.35 Red ucible Storage UnRed. Roof Pos 0.00 0.00 8.24 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total 4.59 12.83 Min Total Max Total Min Total Max Total 0.87 Min Total Max Total 1.35 3.42 4.59 8.24 Cofumn 54 at Line ODC - DD2 at Level 8074.2 -tt Dead Load Pos 0.00 0.00 o.62 0.00 Reducible Storage UnRed. Roof 0.45 o.62 Column 48 at Line DDC - DD2 at Level 8074.1 -rt Dead Load 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.O70.450.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 1.20 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.87 1.20 Column 38 at Line DCC - DB2 at Level 8O74.2 -rt Dead Load 2.080.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 2.07 0.00 2.07 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 32 at Line DCC - DB2 at Level 8O74.1 -tf Dead Load Pos 0.00 0.00 2.O7 0.00 Reducible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Column{) RAM Manager v9.O Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 431140 09/15/05 09:12:35 1.35 2.07 Column 29 at Line DCC - DB1 at Level 8074.2 -rt Dead Load 1.350.00 3.42 Min Total Max Total Min Total Max Total 6qq Min Total Max Total 18.30 Min Total Max Total 25.99 72.42 Live Loads Red ucible Storage UnRed. Roof 0.63 Column 29 at Line DCC - DBl 0.98 at Level 8074.1 -rt Pos 0.00 0.00 0.98 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.61U.OJ0.00 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 3.2'l 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.18 J-Z I Column 29 at Line 45.67ft - 61.75ft at Level 8074 -rf 2.180.00 Dead Load Pos 0.00 0.00 't1.44 0.00 1't.44 Reducible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.86 Load 6.860.00 Column 63 at Line 48.71ft - 29.00ft at Level 8074 -rf Reducible Storage UnRed. Roof Pos 0.00 0.00 45.94 0.00 Neg 0.00 0.00 -0.49 0.00 7o Red 0.00 0.00 0.00 26.49 45.94 Cof umn 78 at Line SF.2 - 56.5 at Level 8O74 -fi Dead Load -0.49 Live Loads Pos %Red0.00 0.00 Neg 0.00 % Red 0.00Red ucible Min Total Max Total I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 441140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 47.93 0.00 0.00 -0.82 0.00 0.00 0.00 25.24 47.93 Column 56 at Line SF.2 - 56.5 at Level 8073.9 Dead Load Pos 0.00 0.00 47.93 0.00 Red ucible Storage UnRed. Roof -o.82 24.42 71 17 Min Total Max Total 24.53 73.28 Min Total Max Total 24.56 73.31 Min Total Max Total Neg 0.00 0.00 -0.82 0.00 % Red 0.00 0.00 0.00 25.35 Column 61 Dead Load Load Reducible Storage UnRed. Roof 47.93 at Line SF.2 - 56.5 at Level 8066 -0.82 Pos 0.00 0.00 47.93 0.00 Neg 0.00 0.00 -0.82 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 25.38 47.93 Cofumn 98 at Line 64.94ft- -3.75ft at Level 8074 -rf -0.82 Reducible Storage UnRed. Roof Pos 0.00 0.00 7.68 0.00 Neg 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.91 7.68 Column 85 at Line 64.94ft - -3.75ft at Level 8073.9 Dead Load Pos 0.00 0.00 7.68 0.00 Reducible Storage UnRed. Roof 4.05 7.68 0.00 3.91 1 1.59 Live Loads Man Total Max Total 't1.73 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.050.00 Column 96 at Line 64.94ft - -3.75ft at Level 8066 I Loads on Gravitv Golumnt RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 45/140 09/15/05 09:12:35 Dead Load + - Live Loads - +Min Total Max Total Reducible Storage UnRed. Roof %Red Neg 0.00 0.00 0.00 0.00 -- 0.00 0.00 0.00 Pos 0.00 0.00 7.68 0.00 % Red 0.00 0.00 0.00 4.09 7.68 Column 93 at Line 64.94ft - -3.75ft at Level 8064 Dead Load Pos 6.94 0.00 2't.o8 0.00 Reducible Storage UnRed. Roof 22.81 26.87 Column 96 at Line 64.94ft - -3.75ft at Level 8054 Dead Load Pos 6.94 0.00 21.08 0.00 Red ucible Storage UnRed. Roof 22.85 26.87 Column 94 at Line 64.94ft - -3.75ft at Level 8052 Dead Load Pos 13.88 0.00 25.05 0.00 Red ucible Storage UnRed. Roof JO.OU 34.25 Column 65 at Line 64.94ft - -3.75ft at Level 8042 Dead Load Pos 13.88 0.00 25.05 0.00 Reducible Storage UnRed. Roof 4.090.00 11 .77 Min Total Max Total 22.81 49.68 Min Total Max Total 22.85 49.72 Min Total Max Total 36.60 70.86 Live Loads % Red 16.59 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red o.00 0.00 0.00 0.00 Live Loads % Red 16.59 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red 33.70 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red ea 7n 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 461140 09/15i05 09:12:35 36.64 34.25 Cofumn 66 at Line 69.75ft - 45.71ft at Level 8074 -rt 0.00 36.64 70.89 Min Total Max Total 9.50 27.62 Min Total Max Total 27.76 Min Total Max Total 9.68 27.79 Min Total Max Total 22.O1 46.30 Load Pos 0.00 0.00 18.11 0,00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof Live Loads Pos %Red 0.00 0.00 0.00 0.00 18.11 0.00 0.00 18.11 Live Loads o/o Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 9.50 18.11 Cof umn 45 at Line 69.75ft- 45.71ft at Level 8073.9 0.00 Reducible Sto rag e UnRed. Roof 9.64 Column 50 at Line 69.75ft - 45.71ft at Level 8066 Load Load Neg 0.00 0.00 0.00 0.00 %Red 0.00 0.00 0.00 0.00 9.64 Red ucible Storage UnRed. Roof Pos 0.00 0.00 18.11 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.68 18.11 Column 46 at Line 69.75ft - 45.7lft at Level 8064 Dead Load 0.00 Reducible Storage UnRed. Roof 22.O1 24.29 Cofumn 48 at Line 69.75ft - 45.71ft at Level 8054 Live Loads Pos ToRed 7 .42 16.76 0.00 0.00 18.11 0.00 0.00 Live Loads Pos %Red 7 .42 16.76 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnt RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 471140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 18.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 33.82 0.00 0.00 Live Loads % Red 33.82 0.00 0.00 22,04 24.29 Cofumn 55 at Line 69.75ft- 45.71ftat Level 8052 Dead Load Pos 14.84 0.00 18.11 0.00 Red ucible Sto rag e UnRed. Roof 34.37 27.93 Column 38 at Line 69.75ft - 45.71ft at Level 8042 Dead Load Pos 14.84 0.00 18.11 0.00 Red ucible Storage UnRed. Roof 0.00 22.O4 46.33 Min Total Max Total 34.37 62.31 Min Total Max Total 34-41 62.34 Min Total Max Total o.zo Min Total Max Total Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 34.41 27.93 Column 69 at Line 70.56ft - -3.75ft at Level 8074.1 -rf Dead Load 0.00 Live Loads Pos %Red 0.00 0.00 4.16 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 2.10 4.'t 6 Column 99 at Line 70.56ft - -3.75ft at Level 8074 -rf 2.100.00 Live Loads Load Pos 0.00 0.00 12.88 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 6.83 12.88 6.830.00 Column 86 at Line 70.56ft - -3.75ft at Level 8073.9 19.71 I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 481140 09/15/05 09:'12:35 Load Pos 0.00 0.00 12.88 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total 6.87 40 74 Min Total Max Total 6.89 't9.77 Min Total Max Total 2.22 6.41 Min Total Max Total 32.47 60.64 Red ucible Storage UnRed. Roof 6.87 12.88 Column 97 at Line 70.56ft - -3.75ft at Level 8066 Load Red ucible Storage UnRed. Roof 6.89 0.00 2.22 Column 53 at Line SF Dead + Load 4.19 .4 - 56.5 at Level 8064 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 34.31 0.00 0.00 Live Loads % Red 34.31 0.00 0.00 Pos 0.00 0.00 12.88 0.00 12.88 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 70 at Line SF31 - S8.3 at Level 8074.1 -tf Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 4.'t 9 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Red ucible Sto rag e UnRed. Roof Pos 16.16 0.00 16.51 0.00 Neg 0.00 0.00 -1.05 0.00 % Red 0.00 0.00 0.00 aa ql Column 55 at Line SF Dead + Load 27.12 .4 - 56.5 at Level 8054 -1.05 Reducible Storage UnRed. Roof Pos 16.16 0.00 16.51 0.00 Neg 000 000 -1.05 0.00 % Red 0.00 0.00 o.00 Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 491140 09/15/05 09:12:35 33.55 Reducible Storage UnRed. Roof 58.24 Reducible Storage UnRed. Roof 58.28 Column 17 at Line SF41 - S8.1 27.12 -1.05 32.50 60.67 Min Total Max Total 56.41 92.16 Min Total Max Total 56.45 92.20 Min Total Max Total 1't6.70 175.32 Min Total Max Total 2.21 Column 49 at Line SF.4 - 56.5 at Level 8052 Dead Load Pos 32.42 0.00 16.51 0.00 33.92 at Level 8040 Live Loads % Red 46.28 0.00 0.00 Live Loads % Red 46.28 0.00 0.00 Pos 32.42 0.00 16.51 0.00 Neg 0.00 0.00 -1.83 0.00 % Red 0.00 0.00 0.00 33.92 -1.83 Column 32 at Line SF.4 - 56.5 at Level 8042 Dead Load Neg 0.00 0.00 -1.83 0.00 % Red 0.00 0.00 0.00 -1.83 Dead Load 1 19.68 Dead Load 2.21 Reducible Storage UnRed. Roof Pos 41.89 0.00 34.53 0.00 55.64 Neg 0.00 0.00 -Z.V I 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 49.59 0.00 0.00 Live Loads -2.97 Column 55 at Line 85.92ft - -3.75ft at Level 8074.1 -rf Reducible Storage UnRed. Roof Pos 0.00 0.00 4.19 0.00 4.19 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 7o Red 0.00 0.00 0.00 6.400.00 Pos 0.00 Live Loads % Red 0.00 Neg 0.00 % Red 0.00 O Column 75 at Line 85.e2ft - -3.75ft atlevel 8074 -rf Load Reducible Min Total Max Total I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 50/140 09/15105 09:12:35 Storage UnRed. Roof 0.00 18.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.71 4E EE Column 52 at Line 85.92ft -'3.75ft at Level 8073.9 Load Red ucible Storage UnRed. Roof 9.92 18.55 Column 59 at Line 85.92ft - -3.75ft at Level 8066 Load Red ucible Storage UnRed. Roof 9.97 18.55 Column 56 at Line 85.92ft - -3.75ft at Level 8064 Dead Load 0.00 9.71 28.26 Min Total Max Total 9.92 28.47 Min Total Max Total 9.97 28.52 Min Total Max Total 30.46 65.79 Min Total Max Total Pos 0.00 0.00 18.55 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 Pos 0.00 0.00 18.55 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 24.24 0.00 0.00 Live Loads % Red 24.24 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 8.73 0.00 28.71 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 30.46 35.33 Column 58 at Line 85.92ft - -3.75ft at Level 8054 Dead Load Pos 8.73 0.00 28.71 0.00 Reducible Storage UnRed. Roof 30.52 35.33 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 45 at Line 85.92ft - -3.75ft at Level 8052 30.52 65.85 I Loads on GraviW Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 51/140 09/15/05 09:12:35 Load 8.31 Column 51 Dead Load Reducible Storage UnRed. Roof Pos 17.47 0.00 35.43 0.00 Live Loads % Red 39.11 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 49.16 95.22 Min Total Max Total 49.21 95.27 Min Total Max Total 24.41 Min Total Max Total 7.77 24.58 49.16 46.06 Column 28 at Line 85.92ft - -3.75ft at Level 8042 Load Reducible Storage UnRed. Roof 0.00 Pos 17.47 0.00 35.43 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 39.11 o.00 0.00 45.21 46.06 Column 67 at Line 85.92ft - 45.71fta|Level 8074 -rf Dead Load 0.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 16.27 0.00 Neg 0.00 0.00 -0.54 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 8.15 16.?7 Cofumn 46 at Line 85.92ft - 45.71ft at Level 8073.9 Dead Load Pos 0.00 0.00 16.27 0.00 Reducible Storage UnRed. Roof -0.54 7.61 Neg 0.00 0.00 -0.54 0.00 % Red 0.00 0.00 0.00 16.27 at Line 85.92ft - 45.71ft at Level 8066 -0.54 Red ucible Storage UnRed. Roof Pos 0.00 0.00 't6.27 0.00 Neg 0.00 0.00 -0.54 0.00 YoRed 0.00 0.00 0.00 Live Loads o/o Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 521140 09/15/05 09:12:35 8.35 16.27 Column 47 atline 85.92ft - 45.71ft at Level 8064 Load Red ucible Storage UnRed. Roof 21.O4 21.92 Column 49 at Line 85.92ft - 45.7'\ft at Level 8054 Dead Load Pos 6.85 0.00 16.27 0.00 Red ucible Storage UnRed. Roof 21.O8 21.92 Column 54 at Line 85.92ft - 45.71ftat Level 8052 Dead Load Pos 't3,70 0.00 '16.27 0.00 Red ucible Storage UnRed. Roof 33.77 25.26 Column 37 at Line 85.92ft - 45.71ft at Level 8042 Dead Load Pos 13.70 0.00 16.27 0.00 Red ucible Storage UnRed. Roof aa ct 25.26 Column 18 at Line 86.14ft - 45.71ft at Level 8040 Dead Load Pos 63.48 -0.54 24.62 Min Total Max Total 20.50 42.96 Min Total Max Total 20.54 43.00 Min Total Max Total JJ.ZJ 59.03 Min Total Max Total 33.27 59.07 7.81 Pos 6.85 0.00 16.27 0.00 Live Loads % Red 17.54 0.00 0.00 Live Loads % Red 17.54 0.00 0.00 Neg 0.00 0.00 -0.54 0.00 % Red 0.00 0.00 0.00 -0.54 Neg 0.00 0.00 -o.54 0.00 % Red 0.00 0.00 0.00 -0.54 Live Loads % Red Jr+-J / 0.00 0.00 Neg 0.00 0.00 -0.54 0.00 % Red 0.00 0.00 0.00 -0.54 Live Loads % Red 34.37 0.00 0.00 Neg 0.00 0.00 -0.54 0.00 % Red 0.00 0.00 0.00 -0.54 Live Loads % Red 52.20 Neg 0.00 % Red 0.00Red ucible Min Total Max Total I Loads on Gravitv Column{D RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 53/140 09/15/05 09:12:35 236.94 Storage UnRed. Roof 0.00 41.85 0.00 72.19 0.00 0.00 % Red 0.00 0.00 0.00 0.00 -1.24 0.00 -1.24 0.00 0.00 235.70 309.14 Min Total Max Total Cofumn 77 atline SF72 - 56.5 at Level 8O74 -rt Dead Load Pos 0.00 0.00 48.18 0.00 Reducible Storage UnRed. Roof Live Loads Neg 0.00 0.00 -2.45 0.00 % Red 0.00 0.00 0.00 24.95 48.18 Column 55 at Line SF72 - 56.5 at Level 8073.9 -2.45 22.51 73.14 Min Total Max Total 22.71 I 5.54 Min Total Max Total 22.76 73.39 Min Total Max Total Load Pos 0.00 0.00 48.18 0.00 48.18 Neg 0.00 0.00 -2.45 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 25.11 0.00 0.00 25.16 -2.45 Column 56 at Line SF72 - 56.5 at Level 8066 Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 48.'t8 0.00 Neg 0.00 0.00 -2.45 0.00 % Red 0.00 0.00 0.00 25.2',1 48.18 -2.45 Column 68 at Line SF72 - 56.5 at Level 8064 Dead Load Reducible Storage UnRed. Roof Pos 9.04 0.00 48.18 0.00 Neg 0.00 0.00 -2.94 0.00 % Red 0.00 0.00 0.00 41.58 54.95 Column 72 at Line SF72 - 56.5 at Level 8054 -2.94 38.64 96.54 I Loads on Gravitv Columnsf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 541140 09/15/05 09:12:35 Dead Load Live Loads o/o Red 25.1'l 0.00 0.00 Live Loads % Red 39.67 0.00 0.00 Min Total Max Total 38.69 96.59 Min Total Max Total 54.48 116.97 Min Total Max Total 54.54 117.02 Min Total Max Total 12.99 18.82 Reducible Storage UnRed. Roof Pos 9.04 0.00 48.18 0.00 Neg 0.00 0.00 -2.94 0.00 % Red 0.00 0.00 0.00 41.64 54.95 -2.94 Column 72 atLine SF72 - 56.5 at Level 8052 Dead Load Red ucible Sto rag e UnRed. Roof Pos 18.O2 0.00 48.18 0.00 Neg 0.00 0.00 -3.43 0.00 % Red 0.00 0.00 0.00 57.92 59.05 -3.43 Column 53 at Line SF72 - 56.5 at Level 8042 Dead Load Live Loads % Red JV.O / 0.00 0.00 Live Loads % Red 19.13 0.00 0.00 Red ucible Storage UnRed. Roof Pos 18.02 0.00 48.18 0.00 Neg 0.00 0.00 -J.r+ J 0.00 % Red 0.00 0.00 0.00 57.97 59.05 -3.43 Column 77 atLine SF73 - 56.5 at Level 8064 Dead Load Reducible Storage UnRed. Roof Pos 7.21 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 't2.99 4ee 0.00 Column 83 at Line SF73 - 56.5 at Level 8054 Dead Load Live Loads % Red 19.13 0.00 0.00 Reducible Storage UnRed. Roof Pos 7.21 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 55/140 09/15/05 09:12:35 13.01 Reducible Sto rag e UnRed. Roof 26.00 Reducible Storage UnRed. Roof Red ucible Storage UnRed. Roof 2.60 Red ucible Storage UnRed. Roof 2.65 Column 65 at Line SG - S5-1 at Level 8066 5.83 0.00 13.01 18.84 Min Total Max Total 26.00 35.30 Min Total Max Total 26.O2 35.32 Min Total Max Total Min Total Max Total 6.95 Column 83 at Line SF73 - 56.5 at Level 8052 Dead Load Live Loads % Red 35.50 0.00 0.00 Pos 14.42 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 o'ln 0.00 Column 57 at Line SF73 - 56.5 at Level 8042 Dead Load Live Loads % Red 35.50 0.00 0.00 Pos 14.42 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 26-O2 q?n Column 83 at Line SG - 55-1 at Level 8074 -rt Dead Load 0.00 Live Loads Pos 0.00 0.00 4.30 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.30 6.90z-ou0.00 Column 58 at Line SG - 55-1 at Level 8073.9 Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 Pos 0.00 0.00 4.30 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.654.30 0.00 Pos 0.00 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 56/140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 4.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 2.66 4.30 Column 65 at Line SG - S5-1 at Level 8064 Dead Load Pos 0.00 4.30 0.00 Red ucible Storage UnRed. Roof 2.660.00 o.:ro Min Total Max Total 3-82 8.69 Min Total Max Total 8.70 Min Total Max Total 4.98 10.42 Min Total Max Total 't0.44 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.82 4.87 Column 66 at Line SG - S5-1 at Level 8054 Dead Load Pos 0.57 0.00 4.30 0.00 Red ucible Storage UnRed. Roof 3.83 4.87 Column 67 at Line SG - S5-1 at Level 8052 Oead Load Pos 1.14 0.00 4.30 0.00 Red ucible Storage UnRed. Roof 4.98 5.44 Column 51 at Line SG - S5-1 at Level 8042 Dead Load Pos 1.14 0.00 4.30 0.00 Reducible Storage UnRed. Roof 4.99 5.44 0.00 Live Loads o/o Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 %ReCt 0.00 0.00 0.00 0.00 3.83 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 4.99 Column 70 at Line SG - 54 at Level 8O74 -rt I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 571140 09115105 09:12:35 Dead Load Reducible Storage UnRed. Roof 6?O Column 47 at Line SG - 54 at Level 8073.9 Dead Load Reducible Storage UnRed. Roof 5.46 Cofumn 52 atLine SG - 54 at Level 8066 Dead Load Red ucible Storage UnRed. KOOI 5.48 Column 48 at Line SG - 54 at Level 8064 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Live Loads - +Min Total Max Total Pos 0.00 0.00 9.57 0.00 %Red Neg 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.57 5.390.00 14.96 Min Total Max Total 15.O2 Min Total Max Total 15.O4 Min Total Max Total 10.23 22.29 Pos 0.00 0.00 9.57 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 9.57 5.460.00 Pos 0.00 0.00 9.57 0.00 Neg 0.00 0.00 0.00 0.00 o/o Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads 0.00 0.00 0.00 9.57 5.480.00 Pos 2.49 0.00 9.57 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 10.23 12.06 Column 50 at Line SG - 54 at Level 8054 Dead Load 0.00 Pos %Red Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.49 0.00 9.57 0.00 Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 58/140 09/15/05 09:12:35 10.2s 12.06 Column 53 at Line SG - 54 at Level 8052 Dead Load 0.00 10.25 22.31 Min Total Max Total 15.01 29.17 Min Total Max Total 15.02 29.18 Min Total Max Total 2't3.26 275.46 Min Total Max Total 18.67 Reducible Storage UnRed. Roof Red ucible Storage UnRed. Roof 15.O2 Column 19 at Line SG.6 - 58.1 Dead Load Red ucible Storage UnRed. Roof 214.64 Red ucible Storage UnRed. Roof Pos 4.98 0.00 9.57 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 7.82 0.00 0.00 Live Loads % Red 7.82 0.00 0.00 Live Loads 15.01 14.16 Column 36 at Line SG - 54 atLevel 8042 Dead Load 0.00 pos 4.98 0.00 9.57 0.00 14.16 at Level 8040 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 60.82 Pos 63.18 0.00 28.93 0.00 % Red 49.53 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 -1.38 000 % Red 0.00 0.00 0.00 - 1 ?n Column 74 at Line SH - S10 at Level 8074 -rf Dead Load Live Loads Pos 0.00 0.00 11.33 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.34 Column 51 Dead Load 11.33 at Line SH - S10 at Level 8073.9 t - J.t0.00 - Live Loads Pos o/o Red Neg 0.00 % Red 0.00Red ucible 0.00 0.00 Min Total Max Total I Loads on Gravitv Golumnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 59/'140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 11.33 0.00 't'1 .33 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.45 Column 60 at Line SH - S10 at Level 8066 Dead Load Red ucible Storage UnRed. Roof Load Reducible Storage UnRed. Roof '7 iE0.00 18.78 Min Total Max Total 18.8'l Min Total Max Total 14.75 29.88 Min Total Max Total 't4.77 29.91 Min Total Max Total Pos 0.00 0.00 11.33 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.48 11.33 Column 55 at Line SH - 510 at Level 8064 Load Reducible Storage U nRed. Roof 7.480.00 Pos 3.81 0.00 I I .JJ 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 14.75 15.14 Column 59 at Line SH - S10 at Level 8054 0.00 Live Loads 14.77 15.14 Column 46 at Line SH - S'10 at Level 8052 Dead Load Pos 7.62 0.00 11.33 0.00 Reducible Storage UnRed. Roof 22.04 17.37 Column 29 at Line SH - S10 at Level 8042 Pos 3.81 0.00 11.33 0.00 % Red 0.00 0.00 0.00 % Red 20.64 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 22.04 39.4'l I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 60i140 09115105 09:12:35 Dead Load Live Loads % Red 20.64 0.00 0.o0 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Min Total Max Total 22.07 39.44 Min Total Max Total 't2.40 Min Total Max Total 12.47 Min Total Max Total 4.73 12.49 Reducible Storage UnRed. Roof Pos 7.62 0.00 11.33 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 22.O7 17.37 Column 73 at Line '100.75ft - 20.98ft at Level 8O74 -rt 0.00 Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 7.77 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7 -77 Column 50 at Line 100.75ft - 20.98ft at Level 8073.9 4.64 4.640.00 Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 7.77 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.7'l 7.77 Column 55 at Line 100.75ft - 20.98ft at Level 8066 Dead Load 4.710.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 7.77 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.73 7.77 Column 51 at Line 100.75ft - 20.98ft at Level 8064 Reducible Storage UnRed. Roof 0.00 Pos 2.82 0.00 7.77 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Load Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 61/140 09/15/05 09:12:35 10.05 10.59 Column 53 at Line 100.75ft - 20.98ft at Level 8054 0.00 10.05 20.64 Min Total Max Total 10.o7 20.66 Min Total Max Total 15.40 28.14 Min Total Max Total 15.42 28.16 Min Total Max Total 2.23 5.79 Load Pos 2.82 0.00 7.77 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 11.84 0.00 0.00 't0.07 't 0.59 Column 47 at Line 'l00.75ft - 20.98ft at Level 8052 Dead Load Pos 5.64 0.00 7.77 0.00 Red ucible Storage UnRed. Roof 't5.40 '12.74 Column 30 at Line 100.75ft - 20.98ft at Level 8042 Dead Load 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Red ucible Storage UnRed. Roof Pos 5.64 0.00 7.77 0.00 Live Loads % Red 1',\.84 0.00 0.00 Live Loads Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 15.42 12.74 Column 84 at Line SH - S5-1 at Level 8074 -rt Dead Load Pos 0.00 0.00 3.56 0-00 Red ucible Storage UnRed. Roof 2.23 3.56 Column 59 at Line SH - S5-1 at Level 8073.9 Dead Load 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Pos %Red 0.00 0.00 Neg 0.00 % Red 0.00Red ucible Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 62/140 09/15/05 09:12:35 Storage UnRed. Roof 2.28 Column 66 at Line SH - S5-1 at Level 8066 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Red ucible Storage UnRed. Roof 0.00 3.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003.56 2.28 5.84 Min Total Max Total 2.29 5.85 Min Total Max Total Min Total Max Total 3.95 Min Total Max Total Live Loads Pos 0.00 0.00 3.56 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.29 3.56 Column 64 at Line SH - S5-1 at Level 8064 Dead Load Pos 0.87 0.00 3.56 0.00 Red ucible Storage UnRed. Roof 3.93 4.43 Column 67 at Line SH - 55-1 at Level 8054 Dead Load 0.00 Live Loads % Red 0.00 0.00 o.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.363.930.00 Pos 0.87 0.00 e4A 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.95 4.43 Column 68 at Line SH - S5-1 at Level 8052 Dead Load 8.380.00 Pos 1.74 0.00 3.56 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 5.59 5.30 Column 52 at Line SH - S5-1 at Level 8042 5.5Y0.00 10.88 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 63/140 09/15/05 09:12:35 Load z-lY Column 1 Dead Load 2.32 Column 1 at Line SJ - Dead + Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof at Line SJ - S8'at Level 8078 Reducible Storage UnRed. Roof Pos 0.00 0.00 3.54 0.00 Pos 0.00 0.00 3.54 0.00 3.54 S8'at Level 8074.2 -rt Pos 1.74 0.00 3.56 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 43.80 0.00 0.00 Min Total Max Total 5.60 10.90 Min Total Max Total 't 88.07 zzJ.oo Min Total Max Total Min Total Max Total 2.32 AEA 5.60 5.30 Column 20 atLine 115.12ft - 45.71ft at Level 8040 Dead Load Pos 52.43 0.00 6.11 0.00 Reducible Storage UnRed. Roof 188.08 35.58 Column 1 Dead Load at Line SJ - S8' at Level low roof a 0.00 Neg 0.00 0.00 -0.01 0.00 % Red 0.00 0.00 0.00 -0.0'l Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 .EA 5.832.290.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 3.54 0.00 Neg 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 641140 09/15/05 09:12:35 2.32 Column 1 Dead Load 2.32 Column 1 Dead Load 2.33 Column 1 Dead Load 2.39 Column 1 Dead Load 5.49 Column 1 Dead Load 3.54 at Line SJ - 58'at Level 8074.1 -rt 2.320.00 5.86 Min Total Max Total 2.32 5.86 Min Total Max Total Min Total Max Total Z.J:' Min Total Max Total 10.70 Reducible Storage UnRed. Roof at Line SJ - S8'at Level 8074-rt Reducible Storage UnRed. Roof at Line SJ - 58'at Level 8073.9 Reducible Storage UnRed. Roof at Line SJ - S8'at Level 8066 Reducible Sto rag e UnRed. Roof at Line SJ - 58' at Level 8064 Pos 0.00 0.00 3.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.003.54 Pos 0.00 0.00 3.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads 5.86Z.JJ0.00AEA Pos 0.00 0.00 3.54 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.54 3.YJ0.00 Pos 1.67 0.00 3.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.o0 Live Loads % Red 0.00 0.00 0.00 Live Loads 5.495.2'l 0.00 Pos %Red 1.67 0.00 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 65/140 09/15/05 09:12:35 Storage UnRed. Roof at Line SJ - S8' at Level 8054 Red ucible Storage UnRed. Roof at Line SJ - S8'at Level 8052 Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Red ucible Storage UnRed. Roof 0.00 3.54 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46e Column 1 Dead Load 8.70 Column 1 Dead Load 8.79 5.2'l 5.580.00 10.79 Min Total Max Total 8.70 15.59 Min Total Max Total 8.79 15.68 Min Total Max Total Min Total Max Total Pos 3.35 0.00 3.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.88 0.00 Pos 3.35 0.00 3.54 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.88 0.00 Column 50 at Line SJ - 56' at Level low roof a Dead Load Live Loads 1.34 2.07 Column 44 at Line SJ - 56' at Level 8078 Dead Load Pos 0.00 0.00 2.07 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.411.340.00 Live Loads Pos 0.00 0.00 2.O7 0.00 2.O7 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.36 1.360.00 Column 77 atLine SJ - 56' at Level 8O74.2 -rt J.+J I Loads on Gravitv Columnsl) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 66/140 09/15/05 09:12:35 Load Reducible Storage UnRed. Roof 1.36 Reducible Storage UnRed. Roof Red ucible Sto rag e UnRed. Roof Red ucible Storage UnRed. Roof 1.41 Column 2 at Line SJ - 56'at Level 8066 Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 2.07 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Tota! ,tea Min Total Max Total 1.37 Min Total Max Total Min Total Max Total 3.48 2.O7 3.430.00 Column 73 at Line SJ - 56'at Level 8074.1 -rt Dead Load Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Pos 0.00 0.00 2.07 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.07 Column 102 at Line SJ - 56'at Level 8o74 -rt Dead Live Loads Load 3.430.00t-J/ Pos 0.00 0.00 2.07 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.37 2.07 Column 90 at Line SJ - 56' at Level 8073.9 Dead Load 3.43t.Jt0.00 Pos 0.00 0.00 2.O7 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 2.O7 1.410.00 Pos 0.44 0.00 2.O7 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnl RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 671140 09/15/05 09:12:35 2.28 Column 2 at Line SJ - 56' at Level 8064 Dead Load Reducible Storage UnRed. Roof 2.34 Column 2 at Line SJ - 56'at Level 8054 Dead Load Reducible Storage UnRed. Roof J.ZJ Column 2 at Line SJ - 56'at Level 8052 Dead Load Reducible Storage UnRed. Roof 0.002.5'l 2.28 4.79 Min Total Max Total Min Total Max Total Min Total Max Total 3.29 6.23 Min Total Max Total /.JC 18.87 Pos 0.44 0.00 2.07 0.00 2.51 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 4.852.34 Pos 0.87 0.00 2.07 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.173.230.002.54 Live Loads 3.29 2.94 Column 2 at Line SK - 56'at Level low roof a Load Reducible Storage UnRed. Roof 7.37 Column 2 at Line SK - S6'at Level 8078 Dead Load Pos 0.87 0.00 2.07 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads Pos 0.00 0.00 11.51 0.00 11.51 Neg 0.00 0.00 -0.o2 0.00 % Red 0.00 0.00 0.00 -0.02 Live Loads Pos %Red 0.00 0.00 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv Columnsl) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 681140 09/15/05 09:12:35 Storage UnRed. Roof Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof 7.44 Column 2 at Line SK - 56' at Level 8073.9 Dead Load Red ucible Storage UnRed. Roof 7.58 Column 3 at Line SK - 56' at Level 8066 0.00 '11.51 0.00 11.51 0.00 -0.02 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads -0.02 I -427.44 Column 2 atLine SK - 56'at Level 8074.2 -rt Dead Load 18.94 Min Total Max Total 7.42 18.94 Min Total Max Total 7.42 18.95 Min Total Max Total 18.95 Min Total Max Total Pos 0.00 0.00 1',t .51 0.00 11.51 Neg 0.00 0.00 -0.02 0.00 % Red 0.00 0.00 0.00 -0.027.44 Column 2 atLine SK - 56'at Level 8074.1 -rf Dead Load Pos 0.00 0.00 11.51 0.00 11.51 Neg 0.00 0.00 -o.o2 0.00 % Red 0.00 0.00 0.00 7.44 Column 2 at Line SK - 56'at Level 8074 -rt Dead Load -0.02 Pos 0.00 0.00 1 t.51 0.00 11,51 % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.02 0.00 % Red 0.00 0.00 0.00 -o.o2 7.42 Pos 0.00 000 11.51 0.00 11.51 Neg 0.00 0.00 -o.o2 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 -0.02 7.57 19.09 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 69/140 09115105 09:'12:35 Load Reducible Storage UnRed. Roof 21.O8 Column 3 at Line SK - 56' at Level 8064 Dead + Reducible Storage UnRed. Roof 21 .26 Column 3 at Line SK - 56' at Level 8054 Load Reducible Storage UnRed. Roof Pos 6.82 0.00 13.49 0.00 19.11 Live Loads % Red 17.58 0.00 0.00 Live Loads % Red 't7.58 0.00 0.00 Live Loads % Red 34.40 0.00 0.00 Live Loads % Red 34.40 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 21.05 40.1 I Min Total Max Total 21.23 40.37 Min Total Max Total 33.52 55.99 Min Total Max Total 33.70 56-17 -0.03 Pos 6.82 0.00 13.49 0.00 1gl1 Neg 0.00 0.00 -0.03 0.00 % Red 0.00 0.00 0.00 -0.03 Pos 13.65 0.00 13.49 0.00 Neg 0.00 0.00 -0.03 0.00 % Red 0.00 0.00 0.00 33.55 22.44 Column 3 at Line SK - 56' at Level 8052 Dead Load Pos 13.65 0.00 13.49 0.00 Reducible Sto rag e UnRed. Roof Reducible Storage UnRed. Roof -0.03 Neg 0.00 0.00 -0.03 0.00 % Red 0.00 0.00 0.00 33.73 22.44 Column 55 at Line 127.76ft - 8.80ft at Level low roof a -0.03 Pos 0.00 0.00 5.84 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Load Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 701140 09/'15105 09:12:35 3.77 5.84 Column 49 at Line 127.76ft - 8.80ft at Level 8078 Dead Load 0.00 3.77 Min Total Max Total 9.67 Min Total Max Total 3.83 9.67 Min Total Max Total 9.67 Min Total Max Total 9.67 9.61 Red ucible Storage UnRed. Roof Pos 0.00 0.00 5.84 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 3.83 5.84 Column 82 at Line 127 .76ft- 8.80ft at Level 8074.2 -rf Dead Load eaz0.00 Red ucible Storage UnRed, Roof Pos 0.00 0.00 5.84 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.83 5.84 Column 78 at Line 127 .76ft- 8.80ft at Level 8074.1 -rf Dead Load Live Loads 0.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 5.84 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.83 5.84 Column 108 at Line127.76ft - 8.80ft at Level 8074 -rf 3.830.00 Live Loads Load Pos 0.00 0.00 5.84 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 1Ra 5.84 Column 99 at Line 127 .76ft - 8.80ft at Level 8073.9 3.830.00 Live Loads Pos %Red Neg 0.00 % Red 0.00 Load Red ucible 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 711140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 5.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.95 5.84 Column 108atLine 127.76ft- 8.80ftatLevel 8066 Load Red ucible Storage UnRed. Roof 8.01 8.07 Column 103 at Line '127.76ft- 8.80ft at Level 8064 Load Red ucible Storage UnRed. Roof 8.16 8.07 Column 105 at Line 127.76ft- 8.80ft at Level 8054 Dead Load 3.950.00 9.79 Min Total Max Total 16.09 Min Total Max Total Pos z -2.+ 0.00 5.84 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 4.06 0.00 0.00 Live Loads % Red 4.06 0.00 0.00 Neg 0.00 0.00 0.00 0.00 o/o Red 0.00 0.00 0.00 8.010.00 Pos 2.24 0.00 5.84 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 8.16 16.23 Reducible Storage UnRed. Roof Pos 4.47 0.00 5.84 0.00 Neg 0.00 0.00 0.00 0.o0 % Red 0.00 0.00 0.00 Min Total Max Total 12.23 22.35 Min Total Max Total 12.23 10.13 Column 1 10 at Line 127 .76ft - 8.80ft at Level 8052 Load Reducible Storage UnRed. Roof 12.37 0.00 Pos 4.47 0.00 5.84 0.00 10.13 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 o Column 25 at Line 128.96ft - 16.30ft at Level 8042 12.37 22.50 I Loads on Gravitv ColumnsO RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 72/140 09/15/05 09:12:35 Load Pos 67.68 0.00 47.72 0.00 Neg -1.50 0.00 -2.35 0.00 7o Red 43.35 0.00 0.00 Live Loads % Red 43.'t2 0.00 0.00 Live Loads % Red 46.47 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads Min Total Max Total 174.59 264.OO Min Total Max Total 358.33 485.84 Min Total Max Total 9.77 26.32 Min Total Max Total 26.40 Red ucible Storage UnRed. Roof 177.75 86.22 Column 21 at Line 128.96ft - 16.30ft at Level 8040 _4. tn Load Pos 142.29 0.00 48.20 0.00 124.37 Neg -1.50 0.00 -2.35 0.00 -s.15 % Red 46.63 0.00 0.00 Red ucible Sto rag e UnRed. Roof 361.48 Cof umn 41 at Line 131 .17ft - 35.97ft at Level low roof a Dead Load Live Loads Red ucible Storage UnRed. Roof Pos 0.00 0.00 16.31 0.00 Neg 0.00 0.00 -o.24 0.00 % Red 0.00 0.00 0.00 10.01 16.31 Column 36 at Line 131 .17ft - 35.97ft at Level 8078 Dead Load Pos 0.00 0.00 16.31 0.00 Reducible Storage UnRed. Roof Red ucible Sto rag e UnRed. Roof -0.24 % Red 0.00 0.00 0.00 Neg 0.00 0.00 -o.24 0.00 % Red 0.00 0.00 0.00 10.09 16.31 Cof umn 69 at Line 131 j7ft - 35.97ft at Level 8074.2 -rf -o.24 9.85 Pos 0.00 0.00 16.3't 0.00 Neg 0.00 0.00 -o.24 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Load Min Total Max Total ! Loads on Gravitv Columnsl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 731140 09/15/05 09:12:35 10.09 16.31 Column 64 at Line 131.17ft- 35.97ft at Level 8074.1 -rf -o.24 26.41 Min Total Max Total 9.86 26.41 Min Total Max Total 26.4'l Min Total Max Total 10.03 26.58 Min Total Max Total 't5.57 35.42 9.85 Dead Load Live Loads % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 16.31 0.00 Neg 0.00 0.00 -o.24 0.00 % Red 0.00 0.00 0.00 10.10 16.31 Column 92 at Line 131 .17ft - 35.97ft at Level 8074 -rt -0.24 Load Pos 0.00 0.00 16.31 0.00 Neg 0.00 0.00 -0.24 0.00 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 10.10 16.31 Column 79 at Line 131 .17ft - 35.97ft at Level 8073.9 Dead Load -0.24 9.86 Reducible Storage UnRed. Roof Pos 0.00 0.00 16.31 0.00 Neg 0.00 0.00 -o.24 0.00 % Red 0.00 0.00 0.o0 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 10.27 16.31 Column 92 at Line 131 .17ft - 35.97ft at Level 8066 Load -o.24 Red ucible Storage UnRed. Roof Pos 2.88 0.00 lo./J 0.00 Neg 0.00 0.00 -o.24 0.00 % Red 0.o0 0.00 0.00 15.81 19.60 Column 89 at Line 13'1.17ft - 35.97ft at Level 8064 Dead Load Pos 2-88 -0.24 Neg 0.00 o/o Red 0.00Red ucible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 741140 09/15/05 09:12:35 Storag e UnRed. Roof Load Reducible Storage UnRed. Roof 4.60 Column 3 at Line SM - 59'at Level 8078 Dead Load Reducible Storage UnRed. Roof 4.66 0.00 16.73 0.00 0.00 -o.24 0.00 0.00 0.00 0.00 0.00 Live Loads o/o Red 12.45 0.00 0.00 16.03 19.60 Column 92 at Line 131 .17ft - 35.97ft at Level 8054 Dead Load Pos R'74 0.00 16.73 0.00 Reducible Storage UnRed. Roof 21.28 21 .76 Column 93 at Line 131.17ft - 35.97ft at Level 8052 Dead Load Pos 0.00 16.73 0.00 Reducible Storage UnRed. Roof 2't.50 21 .76 Column 3 at Line SM - 59' at Level low roof a -0.24 15.79 JC.OJ Min Total Max Total 21.04 43.O4 Min Total Max Total 21 .26 43.26 Min Total Max Total 12.98 Min Total Max Total Neg 0.00 0.00 -o.24 0.00 % Red 0.00 0.00 0.00 -0.24 Live Loads % Red 12.45 0.00 0.00 Neg 0.00 0.00 -0.24 0.00 % Red 0.00 0.00 0.00 -0.24 Live Loads 8.38 Pos 0.00 0.00 8.38 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.600.00 Live Loads Pos 0.00 0.00 8.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 8.38 4.660.00 Column 3 at Line SM - 59' at Level 8074.2 -rt 13.04 1) Loads on Gravitv Columnsl) RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 751140 09/'15105 09:12:35 Dead Load Live Loads Min Total Max Total 13.04 Min Total Max Total 13.04 Min Total Max Total 13.04 Min Total Max Total 4.78 13.16 Reducible Storage UnRed. Roof Pos 0.00 0.00 8.38 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.66 8.38 4.660.00 Column 3 at Line SM - 59'at Level 8074.1 -rt Dead Load Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Red ucible Storage UnRed. Roof Pos 0.00 0.00 R?R 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.66 8.38 Column 3 at Line SM - 59' at Level 8074 -tf 4.OO0.00 Load Pos 0.00 0.00 8.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 4.66 8.38 Column 3 at Line SM - 59' at Level 8073.9 Load Reducible Storage UnRed. Roof 4.78 Column 4 at Line SM - 59' at Level 8066 4.660.00 Pos 0.00 0.00 8.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.008.38 Reducible Storage UnRed. Roof Pos %Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.43 0.00 8.38 0.00 Load Min Total Max Total I Loads on Gravitv Columns(D RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 761140 09/15/05 09:'12:35 5.60 Column 4 at Line SM - 59' at Level 8064 Dead Load Red ucible Storage UnRed. Roof 5.75 Column 4 at Line SM - 59' at Level 8054 Load Red ucible Storage UnRed. Roof Red ucible Storage UnRed. Roof 5.600.008.81 14.41 Min Total Max Total 14.56 Min Total Max Total 6.57 15.81 Min Total Max Total 6.72 15.96 Min Total Max Total Pos 0.43 0.00 R att 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 8.81 0.00 Pos 0.86 0.00 8.38 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Live Loads Neg 0.00 0.00 -1.25 0.00 -125 -1.27 1.O4 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 6.57 9.24 Column 4 atLine SM - 59'at Level 8052 Dead Load 0.00 Pos 0.86 0.00 8.38 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 o.I z 9.24 Column 49 at Line SM - 581'at Level low roof a Dead Load 0.00 Reducible Storage UnRed. Roof -0.03 1.o7 Column 43 at Line SM - S81' at Level 8078 Oead Load Pos %Red 0.00 0.00 0.00 0.00 1.O7 0.00 0.00 % Red 0.00 0.00 0.00 Pos % Red 0.00 0.00 Neg 0.00 % Red 0.00Red ucible Min Total Max Total RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 77/140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 1.07 0.00 0.00 -1.25 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 -0.00 1.O7 Column 76 at Line SM - S81' at Level 8O74.2 -tf Dead Load Pos 0.00 0.00 1.07 0.00 Reducible Storage UnRed. Roof -0.00 1.O7 Cofumn 72 atLine SM - S81'at Level 8074.1 -rt Dead Load Pos 0.00 0.00 1.07 0.00 Reducible Storage UnRed. Roof -0.00 4 n', Column 101 at Line SM - S81'at Level 8074 -rt Dead Load Pos 0.00 0.00 1.07 0.00 Reducible Storage UnRed. Roof -0.00 1.O7 Column 89 at Line SM - S81' at Level 8073.9 Dead Load -1.25 -1.25 Min Total Max Total -1 .25 Min Total Max Total -1 .25 Min Total Max Total -1.25 1.06 Min Total Max Total 1.11 1.06 Neg 0.00 0.00 -1.25 0.00 % Red 0.00 0.00 0.00 -1.25 1.06 Neg 0.00 0.00 -1.25 0.00 -1 .25 % Red 0.00 0.00 0.00 1.06 Neg 0.00 0.00 -'t.25 0.00 % Red 0.00 0.00 0.o0 -'1.25 Reducible Storage UnRed. Roof 0.05 Pos 0.00 0.00 1.O7 0.00 1.O7 Neg 0.00 0.00 -1.25 0.00 % Red 0.00 0.00 0.00 Column 100 at Line SM - S81'at Level 8066 -1.25 -1.20 1) Loads on Gravitv Golumnl RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 78/140 09115/05 09:12:35 Load Reducible Storage UnRed. Roof 1.47 Column 97 at Line SM - S81'at Level 8064 Dead Load Reducible Storage UnRed. Roof 1.53 Column 99 at Line SM - 581'at Level 8054 Dead Load Reducible Storage UnRed. Roof Pos 0.81 0.00 1.O7 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 -1.25 0.00 ohRed 0.00 0.00 0.00 Min Total Max Total U.ZJ Min Total Max Total Min Total Max Total I 71 5.63 Min Total Max Total c.b9 3.341.87 -'t.25 Live Loads J.I+ U0.291.87 Pos 0.81 0.00 1.O7 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 47.10 0.00 0.00 Neg 0.00 0.00 -1.25 0.00 -1-25 % Red 0.00 0.00 0.00 Live Loads Pos 1.61 0.00 1.O7 0.00 Neg o.00 0.00 -1 .25 0.00 % Red 0.00 0.00 0.00 2.96 2.68 Column 100 at Line SM - S81'at Level 8052 Dead Load Pos 1.61 0.00 1.07 0.00 Reducible Storage UnRed. Roof 3.02 Column 6 at Line SK - 54' at Level 8042 Dead Load Pos 44.86 0.00 31.15 0.00 Reducible Storage UnRed. Roof -1.25 Live Loads Neg 0.00 0.00 -1 .25 0.00 % Red 0.00 0.00 0.00 1.772.68 -1.25 Live Loads Neg -3.27 0.00 -2.71 0.00 % Red 47.33 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 791140 09/15/05 09:12:35 105.38 54.88 Column 6 at Line SK - 54'at Level 8040 Dead Load Pos AA 47 0.00 3'1.1s 0.00 Reducible Storage UnRed. Roof 1?S36 64.'r I Column 5 at Line SM - S8' at Level low roof a Dead Load Pos 0.00 0.00 4.90 0.00 Reducible Storage UnRed. Roof 2.96 Column 5 at Line SM - 58' at Level 8078 Dead Load -4.44 100.94 160.26 Min Total Max Total 174.6'l 243.15 Min Total Max Total Min Total Max Total Min Total Max Total 3.00 Live Loads % Red 49.70 0.00 0.00 Neg -s.27 0.00 -2.7'l 0.00 % Red 49.87 0.00 0.00 -4.35 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 7.862.960.004.90 Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 4.90 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.00 Column 5 at Line SM - 58' at Level 8O74.2 -rt Dead Load 4.90 0.00 7.903.00 Live Loads Red ucible Storage UnRed. Roof 0.00 0.00 4.900.00 0.00 4.90 Pos 0.00 % Red 0.00 % Red 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.00 7.900.00 Column 5 at Line SM - 58' at Level 8074j -rf Dead Load Live Loads Neg 0.00 Pos 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 80/140 09i15/05 09:12:35 Storage UnRed. Roof 0.00 4.90 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 0.00 3.00 4.90 Column 5 at Line SM'58'at Level BO74 -rt Dead Load Pos 0.00 0.00 4.90 0.00 Red ucible Storage UnRed. Roof 3.00 Column 5 at Line SM - S8'at Level 8073.9 Dead Load Pos 0.00 0.00 4.90 0.00 Reducible Storage UnRed. Roof 7.903.000.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total Min Total Max Total Min Total Max Total 9.27 17.68 Min Total Max Total 7.913.000.004.90 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.09 4.90 Column 6 at Line SM - 58' at Level 8066 Dead Load Pos 3.50 0.00 4.90 0.00 Red ucible Storage UnRed. Roof 9.27 Column 6 at Line SM - 58' at Level 8064 8.40 Dead Load Pos 3.50 0.00 4.90 0.00 Reducible Storage UnRed. Roof 9.39 Column 6 at Line SM - 58' at Level 8054 8.003.090.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.oo 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 9.390.008.40 't7.79 I Loads on Gravitv Golumnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 81/140 09115105 09:12:35 Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof '15.70 Reducible Storage UnRed. Roof 1.42 Column 6 at Line SK - 53' at Level 8078 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof Pos 7.00 0.00 4.90 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 18.32 0.00 0.00 Live Loads % Red 18.32 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total {q qo 26.21 Min Total Max Total 15.70 26.32 Min Total Max Total 3.77 Min Total Max Total 15.59 10.62 Column 6 at Line SM - 58' at Level 8052 Dead Load 0.00 Pos 7.00 0.00 4.90 0.00 10.62 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 44 at Line SK - 53' at Level low roof a Dead Load Pos 0.00 0.00 2.s5 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.420.002.35 Pos 0.00 0.00 2.35 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.46 2.35 Column 6 at Line SK - 53'at Level 8074.2 -tf Dead +_ Live Loads a e11.460.00 Pos 0.00 0.00 2.35 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Load Min Total Max Total 1; Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 821140 09/15/05 09:12:35 't.46 Reducible Storage UnRed. Roof 1.47 Column 6 at Line SK - 53' at Level 8073.9 Dead Load Reducible Storage UnRed. Roof 1.56 Column 7 at Line SK - 53' at Level 8066 Dead Load Reducible Storage UnRed. Roof 8.79 z.5J 3.811.460.00 Column 6 at Line SK - 53' at Level 8074.1 -rt Dead Load Red ucible Storage UnRed. Roof Pos %Red 0.00 0.00 0.00 0.00 2.35 0.00 nnn Live Loads Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total 1.47 a 4.1 Min Total Max Total Min Total Max Total Man Total Max Total 8.78 1E 'rO 1.47 2.35 Column 6 at Line SK - 53' at Level 8O74 -tf Dead Load 0.00 Pos 0.00 0.00 2.35 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 3.821.470.002.35 Pos 0.00 0.00 2.35 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 ? q11.560.00 Pos 3.52 0.00 3.48 0.00 Neg 0.00 0.00 -0.01 0.00 -0.0'l % Red 0.00 0.00 0.00 7.00 O Column 7 at Line SK - 53' at Level 8064 Dead Load Pos 3.52 Neg 0.00 % Red 0.00Reducible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 83/140 09/15/05 09:12:35 Storage UnRed. Roof n ol Column 7 at Line SK - 53'at Level 8054 Dead Load Reducible Storage UnRed. Roof 15.39 Column 7 at Line SK - 53'at Level 8052 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof 1.56 Column 37 at Line SL - 53' at Level 8078 Dead Load Reducible Storage UnRed. Roof 0.00 3.48 0.00 0.00 -0.01 0.00 -0.01 0.00 0.00 7.00 0.00 0.00 Live Loads % Red 18.46 0.00 0.00 Live Loads % Red 18.46 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads 8.90 Pos 7.04 0.00 s.48 0.00 Neg 0.00 0.00 -0.01 0.00 % Red 0.00 0.00 0.00 15.90 Min Total Max Total 15.38 24.60 Min Total Max Total 15.49 24.72 Min Total Max Total 4.81 Min Total Max Total 1.27 9.22 -0.01 Pos 7.04 0.00 3.48 0.00 Neg 0.00 0.00 -0.01 0.00 -0.01 % Red 0.00 0.00 0.00 {F. t'n 9.22 Column 45 at Line SL - 53'at Level low roof a Dead Load Pos 0.00 0.00 3.26 0.00 Neg 0.00 0.00 -0.31 0.00 % Red 0.00 0.00 0.00 3.26 -0.31 I tr\ Pos 0.00 0.00 3.26 0.00 o/o Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.31 0.00 -0.31 %Red 0.00 0.00 0.00 1.58 5.ZO Column 71 at Line SL - S3' at Level 80742 -rf 4.84 I Loads on Gravitv Golumnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 84/14O 09/15/05 09:12:35 Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof 1.58 Column 94 at Line SL - 53'at Level 8074 -rt Dead Load Reducible Storage UnRed. Roof Reducible Storage UnRed. Roof + - Live Loads - +Min Total Max Total Pos 0.00 0.00 3.26 0.00 % Red 0.00 0.00 0.00 %Red Neg 0.00 0.00 0.00 0.00 - -0.31 0.00 0.00 -0.314AeJ-ZO Column 65 at Line SL - 53' at Level 8074.1 -rt Dead +- Live Loads 1.27 Min Total Max Total 1.27 4.84 Min Total Max Total 1.27 Min Total Max Total 4.89 4.84 Pos 0.00 0.00 3.26 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.31 0.00 -0.31 % Red 0.00 0.00 0.00 J.ZO Pos 0.00 0.00 3.26 0.00 Neg 0.00 0.00 -0.31 0.00 % Red 0.00 0.00 0.00 1.58 3.26 Column 81 at Line SL - 53' at Level 8073.9 Dead Load Pos 0.00 0.00 J.ZO 0.00 Reducible Storage UnRed. Roof 1.63 3.26 Column 8 at Line SL - 53'at Level 8066 Dead + -0.3'l 4.84 Live Loads % Red 0.00 0.00 000 Neg 0.00 0.00 -U.J I 0.00 % Red 0.00 0.00 0.00 -0.31 | .JZ Live Loads Pos 0.91 0.00 3.26 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.31 0.00 % Red 0.00 0.00 0.00 Load Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 851140 09/15/05 09:12:35 3.28 Column 8 at Line SL - 53'at Level 8064 Dead Load Reducible Storage UnRed. Roof 3.34 Column 8 at Line SL - 53' at Level 8054 Dead Load Reducible Storage UnRed. Roof 5.01 Column 8 at Line SL - 53' at Level 8052 Load Reducible Storage UnRed. Roof Load Reducible Storage UnRed. Roof 16.13 7.444.16 -0.31 2.97 Min Total Max Total 7 E,n Min Total Max Total 4.70 10.08 Min Total Max Total 4.76 10.14 Min Total Max Total 16..t 3 45.32 Pos 0.91 0.00 3.26 0.00 Neg 0.00 0.00 -0.31 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 3.034.16 -0.31 Pos 1.81 0.00 J.Zb 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.3'l 0.00 % Red 0.00 0.00 0.00 5.O7 -0.31 Pos 1.81 0.00 J.ZD 0.00 Neg 0.00 0.00 -0.31 0.00 % Red 0.00 0.00 0.00 5.07 5.07 Column 35 at Line 140.08ft - -4.60ft at Level low roof a Live Loads -0.31 Pos 0.00 0.00 29.19 0.00 29.19 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Column 29 at Line 140.08ft - -4.60ft at Level 8078 Dead Load Live Loads Pos 0.00 % Red 0.00 Neg 0.00 % Red 0.00Red ucible Min Total Max Total I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers lnc. DataBase; WESTHAVEN Building Code: IBC Page 86/140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 29.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads 16.26 29.1S Column 63 at Line 140.08ft - -4.60ft at Level 8074.2 -fi 0.00 16.26 45.45 Min Total Max Total 16.26 45.45 Min Total Max Total 't6.26 45.46 Min Total Max Total 16.27 45.46 Min Total Max Total Load Pos 0.00 0.00 29.19 0.00 29.'t9 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof 16.26 Dead Load 0.00 Column 56 at Line 140.08ft - -4.60ft at Level 8074.1 -rf Reducible Storage UnRed. Roof Pos 0.00 0.00 29.19 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 16.26 29.19 Column 80 at Line 140.08f1 - -4.60ft at Level 8D74 -tf Dead Load 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 29.19 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 16.27 29.19 Column 60 at Line 140.08ft - -4.60ft at Level 8073.9 0.00 Load Pos 0.00 0.00 29.19 0.00 29.19 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 16.53 0.00 Column 67 at Line 140.08ft - -4.60ft at Level 8066 16.53 45.72 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page BT1140 09/15/05 09:12:35 Dead Load Live Loads % Red 14.50 0.00 0.00 Live Loads % Red 14.50 0.00 0.00 Min Total Max Total JU.4Z 72.96 Min Total Max Total 30.75 73.30 Min Total Max Total 44.60 98.06 Min Total Max Total 44.93 98.39 Reducible Storage UnRed. Roof Pos 6.15 0.00 JI.ZJ 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 30.42 42.54 Column 63 at Line 140.08ft - -4.60ft at Level 8064 Dead Load Pos 6.15 0.00 37.29 0.00 Reducible Storage UnRed. Roof 30.75 42.54 Column 64 at Line 140.08ft - -4.60ft at Level 8054 Dead Load Pos 12.30 0.00 45.13 0.00 Red ucible Storage UnRed. Roof 44.60 53.47 Column 71 at Line 140.08ft - -4.60ft at Level 8052 Dead Load Pos 't2.30 0.00 45.13 0.00 Reducible Storage UnRed. Roof 44.93 53.47 Column I at Line SL - 52'at Level low roof a Dead + - 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red 32.24 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 32.24 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Red ucible Storage UnRed. Roof Pos 0.00 0.00 1.39 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Golumnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 88/140 09/15/05 09:12:35 0.82 Column 8 at Line SL - 52'at Level 8078 Dead Load Red ucible Storage UnRed. Roof Red ucible Storage UnRed. Roof AA'0.001.39 2.21 Min Total Max Total 2.23 Min Total Max Total 2.23 Min Total Max Total 2.26 Min Total Max Total 2.27 Red ucible Storage UnRed. Roof 0.85 Column 8 at Line SL - S2'at Level 8074.2 -fi Load Pos 0.00 0.00 1.39 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 1.39 0.850.00 Red ucible Storage UnRed. Roof 0.85 Column 8 at Line SL - 52'at Level 8074:l -tf Load Pos 0.00 0.00 1.39 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 't.39 0.850.00 Pos 0.00 0.00 1.39 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.88 1.39 Column 8 at Line SL - 52' at Level 8074 -rt Dead Load 0.880.00 Pos 0.00 0.00 1.39 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.88 1.39 Column 8 at Line SL - 52' at Level 8073.9 Pos 0.00 0.880.00 Neg 0.00 % Red 0.00 Load Reducible Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9,0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 89/'140 09/'15105 09:12:35 0.00 1.39 0.00 0.89 1.39 Column 10 at Line SL'52'at Level 8066 Dead Load Sto rag e UnRed. Roof 0.00 0,00 0.00 0.00 0.00 Live Loads Pos %Red 2.7't 0.00 0.00 0.00 1't.45 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 0.00 2.28 Min Total Max Total 11.49 25.65 Min Total Max Total 11.60 25.76 Min Total Max Total 16.58 32.88 Min Total Max Total 0.89 Red ucible Storage UnRed. Roof 11.45 14.16 Column 10 at Line SL - 52'at Level 8064 Dead Load Pos 2.71 0.00 11.45 0.00 Reducible Storage UnRed. Roof 11.60 14.16 Column 10 at Line SL - 52'at Level 8054 Dead Load Pos EAE 0.00 11 .45 0.00 Reducible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 0.00 Live Loads % Red 10.63 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 16.58 16.30 Column 10 at Line SL - 52' at Level 8052 Dead Load Pos 5.43 0.00 1't.45 0.00 Red ucible Storage UnRed. Roof 0.00 Live Loads % Red 10.63 0.00 0.00 Neg 0.00 0,00 0.00 0.00 % Red 0.00 0.00 0.00 16.70 '16.30 0.00 Column 9 at Line 145.07ft- 20.23ft at Level low roof a 16.70 JZ.YY I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 90/140 09/15/05 09:12:35 Load Pos 0.00 0.00 34.18 0.00 Neg 0.00 0.00 -2.56 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Min Total Max Total 16.09 52.84 Man Total Max Total 16.22 52.96 Min Total Max Total to.zz 52.96 Min Total Max Total 16.23 52.97 Reducible Storage UnRed. Roof 18.66 34.18 Column I at Line 145.07ft - 20.23ft at Level 8078 Dead Load -2.56 Reducible Storage UnRed. Roof Pos 0.00 0.00 34.18 0.00 34.18 Neg 0.00 0.00 -2.56 0.00 % Red 0.00 0-00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 -2.56 Column 9 at Line 145.O7ft - 20.23ft at Level 8O74.2 -tf 18.78 Load Red ucible Storage U nRed. Roof Pos 0.00 0.00 34.18 0.00 Neg 0.00 0.00 -2.56 0.00 % Red 0.00 0.00 0.00 18.79 34.18 Column 9 at Line 145.07ft - 2j.23ft at Level 8O74i -rt -2.56 Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 34.18 0.00 Neg 0.00 0.00 -2.56 0.00 % Red 0.00 0.00 0.00 18.79 34.18 Column I at Line 145.O7ft - 20.23ft at Level 8074 -tf Dead Load -2.56 Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 34.18 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 -2.56 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 91/140 09/'15i05 09:12:35 18.79 34.18 Column I at Line 145.07ft-20.23ft at Level 8073.9 Dead Load -2.56 16.23 42 A7 Min Total Max Total 16.49 53.23 Min Total Max Total 48.93 109.98 Min Total Max Total 4Y.ZO 110.32 Min Total Max Total 72.76 140.10 Red ucible Storage UnRed. Roof Pos 0.00 0_00 34.18 0.00 Neg 0.00 0.00 -2.56 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 34.20 0.00 0.00 19.05 34.18 Column 12 at Line 145.07ft-20.23ftat Level 8066 Dead Load Pos 13.52 0.00 48.87 0.00 Red ucible Storage UnRed. Roof 52.22 57.76 Column 12 at Line 145.o7ft-20.23ftat Level 8064 Dead Load Pos 13.52 0.00 48.87 0.00 Red ucible Storage UnRed. Roof 52.55 57.76 Column 12 at Line 145.07ft - 20.23ft at Level 8054 Dead Load Pos 27.O3 0.00 48.87 0.00 Red ucible Storage UnRed. Roof 76.67 63.43 Column 12 at Line 145.O7ft-20.23ftat Level 8052 Dead Load Pos 27.O3 -2.56 Neg 0.00 0.00 -3.29 0.00 o/o Red 0.00 0.00 0.00 -3.29 Live Loads % Red 34.20 0.00 0.00 Live Loads % Red 46.15 0.00 0.00 Live Loads % Red 46.15 Neg 0.00 0.00 -J.ZJ 0.00 o/o Red 0.00 0-00 0.00 -3.29 Neg 0.00 0.00 -3.91 0.00 -491 % Red 0.00 0-00 0.00 Neg 0.00 % Red 0.00Red ucible Min Total Max Total I Loads on Gravitv Golumnf RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 921140 09i15/05 09:12:35 rage UnRed. Roof 0.00 48.87 0.00 0.00 -? 04 0.00 0.00 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 77.OO 63.43 Column 10 at Line 145.93ft - 58.72ft at Level low roof a -3.91 73.09 140.43 Min Total Max Total 11.83 Min Total Max Total 11.89 Min Total Max Total 1 1.89 Min Total Max Total Dead Load Reducible Storage UnRed. Roof Pos 0.00 0.00 7.48 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.35 7.48 Column 10 at Line 145.93ft - 58.72ft at Level 8078 Dead Load 4.350.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 7.48 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.41 7.48 Column 10 at Line 145.93ft- 58.72ftat Level 8074.2 -rf Dead Load Live Loads Pos 0.00 0.00 7.48 0.00 4.410.00 Reducible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.41 7.48 Column 10 at Line 145.93ft- 58.72ftat Level 8074.'1 -rf Dead Load Live Loads 4.410.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 7.48 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4.49 7.48 4.490.00 Column 1 0 at Line 145.93ft - 58.72ft at Level 807 4 -rt 11.96 I Loads on Gravitv Columnf RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 93/140 09/15/05 09:12:35 Load Pos 0.00 0.00 7.48 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads Min Total Max Total 11.96 Min Total Max Total 12.01 Min Total Max Total 22.20 59.75 Min Total Max Total 22.33 59.87 4.49 7.48 Column 10 at Line 145.93ft- 58.72ftat Level 8073.9 4.490.00 Load Pos 0.00 0.00 7.48 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Reducible Storage UnRed. Roof 4.53 7.48 Cof umn 42 at Line SMB - 54.6 at Level low roof a Dead Load Pos 0.00 0.00 37.31 0.00 Reducible Storage UnRed. Roof zz-11 J'.,) | Column 35 at Line SMB - 54.6 at Level 8078 Dead Load Pos 0.00 0.00 37.31 0.00 Reducible Storage UnRed. Roof 22.57 J/.J I Column 70 at Line SMB - 54.6 at Level 8074.2 -rt Dead Load Pos 0.00 0.00 37.31 0.00 Reducible Storage UnRed. Roof 4.530.00 Neg 0.00 0.00 -0.24 0.00 % Red 0.00 0.00 0.00 -0.24 % Red 0.00 0.00 0.00 Neg 0.00 0.00 -0.24 0.00 % Red 0.00 0.00 0.00 -o.24 Live Loads % Red 0.00 0.00 0.00 Neg 0.00 0.00 -o.24 0.00 % Red 0.00 0.00 0.00 Min Total Max Total I Loads on Gravitv Golumnil RAM Manager v9.0 Redwine Engineers lnc. DataBase: WESTHAVEN Building Code: IBC Page 941140 09/15/05 09:12:35 22.57 37.31 Column 63 at Line SMB - 54.6 at Level 8O74i -rt Load Reducibte Storage UnRed. Roof 22.58 1'7'1.1 Column 93 at Line SMB - 54.6 at Level 8074 -rt Dead Load Pos 0.00 0.00 37.31 0.00 Reducible Storage UnRed. Roof 22.58 J/.O I Column 80 at Line SMB - 54.6 at Level 8073.9 Dead Load Pos 0.00 0.00 37.31 0.00 Reducible Storage UnRed. Roof 22.84 37.31 Column 46 at Line SMY2 - S7.5 at Level 8042 Dead Load Pos 44.06 0.00 22.78 0.00 Reducible Storage UnRed. Roof 82.98 43.91 Column 35 at Line SMY2 - S7.5 at Level 8040 Pos 44.06 -o.24 22.33 59.88 Min Total Max Total 22.33 59.88 Min Total Max Total 22.34 40 aa Min Total Max Total 22.60 60.15 Min Total Max Total 70.20 126.88 Pos 0.00 0.00 37.31 0.00 Neg 0.00 0.00 -o.24 0.00 % Red 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 -0.24 Live Loads ToRed 0.00 0.00 0.00 Live Loads % Red 0.00 0.00 0.00 Live Loads % Red 52.04 0.00 0.00 Live Loads % Red 52.04 Neg 0.00 0.00 -0.24 0.00 VoRed 0.00 0.00 0.00 -0.24 Neg 0.00 0.00 -0.24 0.00 % Red 0.00 0.00 0.00 -0.24 Neg -8.O2 0.00 -8.96 0.00 -12.78 % Red 52.39 0.00 0.00 Neg -8.02 % Red 52.39 Load Reducible Min Total Max Total I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 95/140 09/15/05 09:12:35 Storage UnRed. Roof 0.00 -8.96 0.00 0.00 o.00 0.00 22.78 0.00 0.00 0.00 Live Loads % Red 29.62 0.00 0.00 Live Loads 7o Red 29.62 0.00 0.00 Live Loads % Red 42.91 0.00 0.00 Live Loads Pos %Red 21.85 42.91 0.00 0.00 13.45 0.00 0.00 83.37 43.91 Column 79 at Line '150.95ft - 39.82ft at Level 8066 Dead Load Pos 10.93 0.00 't3.45 0.00 Reducible Storage UnRed. Roof 27.90 21 .'t4 Column 75 at Line '150.95ft - 39.82ft at Level 8064 Dead Load Pos '10.93 0.00 13.45 0.00 Reducible Storage UnRed. Roof 28.O4 21.14 Column 78 at Line 150.95ft - 39.82ft at Level 8054 Dead Load Pos 21.85 0.00 13.45 0.00 Reducible Storage UnRed. Roof 47.57 25,92 Column 78 at Line 150.95ft - 39.82ft at Level 8052 Dead Load -12.78 70.59 127.28 Min Total Max Total 27.82 49.04 Min Total Max Total 27.95 49.18 Min Total Max Total 47.49 73.50 Min Total Max Total Neg 0.00 0.00 -0.09 0.00 % Red 0.00 0.00 0.00 -0.09 Neg 0.00 0.00 -0.09 0.00 % Red 0.00 0.00 0.00 -0.09 Neg 0.00 0.00 -0.09 0.00 % Red 0.00 0.00 0.00 -0.09 Reducible Storage UnRed. Roof Neg 0.00 0.00 -0.09 0.00 %Red 0.00 0.00 0.00 47.71 25.52 Column 12 at Line 153.40ft - 56.00ft at Level low roof a -0.09 47.62 73.63 I Loads on Gravitv Columnil RAM Manager v9.0 Redwine Engineers Inc. DataBase: WESTHAVEN Building Code: IBC Page 96/140 09/15/05 09:12:35 + - Live Loads - +Min Total Max Total 15.84 Min Total Max Total 5.87 15.92 Min Total Max Total 5.87 15.92 Min Total Max Total 16.03 Load Pos 0.00 0.00 't 0.05 0.00 10.05 % Red 0.00 0.00 0.00 Red ucible Storage UnRed. Roof %Red Neg0.00 0.000.00 0.00-- 0.000.00 0.00 5.79 5.790.00 Column 12 at Line '153.40ft - 56.00ft at Level 8078 Dead Load Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 10.05 0.00 10"05 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 4 e-7 0.00 Column 12 at Line 153.40ft - 56.00ft at Level 8074.2 -rf Dead Load Live Loads Pos 0.00 0.00 10.05 0.00 Reducible Storage UnRed. Roof Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 5.87 10.05 Column 12 at Line '153.40ft - 56.00ft at Level 8074.1 -rf Dead Load Live Loads 0.00 Reducible Storage UnRed. Roof Pos 0.00 0.00 10.05 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 5.98 10.05 Column 12 at Line 153.40ft - 56.00ft at Level 8074 -rf Dead Load EOq0.00 Live Loads Reducible Storage UnRed. Roof Pos 0.00 0.00 10.05 0.00 % Red 0.00 0.00 0.00 Neg 0.00 0.00 0.00 0.00 % Red 0.00 0.00 0.00 Min Total Max Total