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2007-478 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070478 Application Number. A20070478 Tax Map No: 523400-309-010-0001-082-001-0000 Permission is hereby granted to: QUEENSBURY ECONOMIC DEV. CORP. For property located at: LUZERNE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: QUEENSBURY ECONOMIC DEV. I Commercial/Industrial $6,500,000.00 C/O TOWN OF QUEENSBURY Total Value $6,500,000.00 742 BAY Rd QUEENSBURY,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency BBL CONSTRUCTION SERVICES NY 12804-0000 Plans &Specifications 2007-478 66,008 SQ FT OFFICE BUILDING FOR TRIBUNE MEDIA $9,901.20 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,August 02,2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To eensb T say,August 02,2007 SIGNED BY for the Town of Queensbury. Director of Building 8& de E orcement I_________________________________.-__0 OFFICE USE ONLY PROJECT NAME: ; STAFF INITIALS: BUILDING PERMIT SUBMISSION ; DATE: CHECKLIST FOR: ' SINGLE FAMILY DWELLING 1. Building Permit Application Completed? YES I NO N/A + 1 2' ! Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies) j Energy Code Inspector's Report from Checkmate 3' Program? (2-copies) 4 Septic application completely filled out? f (if applicable) 1 . i } 5. Electrical Inspection Form complete? 3 I i 1 6. Two (2) sets of the plans each of the following: YES NO ' N /A a. Floor plans (s)? ! 's 3 b. Foundation plan? c. Cross sections (s)2 I i € r d. Elevations? i I ' 1 e. Window and door schedule? g. Plans signed and sealed by registered architect or j I 3 3 engineer? h. Window and door schedule? Two (2) site plans showing location of the structure to be 7. j built, location of well or water lines, location of septic I system or sewer line? I 8. Setbacks from properly Lines to new structure? I Setbacks to neighboring wells and septic systems, $' including onsite well and septic systems (if applicable)? I ( 9. 1 Driveway Permit? I I 3 i Town of Queensbury - Community Development Office- 742 Bay Road,Queensbury, NY 12804 ------------------------------------ OFFICE USE ONLY PROJECT NAME: TRI 904f DfflGf STAFF INITIALS: BUILDING PERMIT SUBMISSION ; DATE: CHECKLIST FOR: MULTIPLE DWELLING or COMMERCIAL PROJECTS i I s 1. Building Permit Application Completed? UY�s NO N /A { Energy Form or Checkmate Energy Code Compliance ! 2' ; Forms Complete? (2-copies) �l 3 l Energy Code Inspector's Report from Checkmate 3 Program (2-copies) 4 Septic application completely filled out? E i (if applicable) 5. ? Electrical Inspection Form complete? S 6. r Two (2) sets of the plans each of the following: YES NO N /A t i I a. Floor plans (s)? t b. Foundation plan? i c. Cross sections (s)? V i { d. Elevations? 1 ' i e. Design loads including floor, snow load, and wind load? l . 3 f. Seismic design (required after January 2003)? g. Plans signed and sealed by registered architect or 3 g � i f j engineer? h. Window and door schedule? 1 Two (2) site plans showing location of the structure to be a s built, location of well or water lines, location of septic 7' i system or sewer line with all setbacks and separation �� z distances shown, and all improvements to the property? s 8. Solid Fuel Burning or Gas Appliance Form (if applicable)? I 9. Driveway Permit Town of Queensbury • Community Development Office•742 Bay Road, Queensbury, NY 12804 ..................... ........................................... 0. . .....--.... OFFICE USE ONLY " ; TAX MAP NO. o " PERMIT NO. , ate ` FEES: PERMIT RECREATION ENGINEERING i , (If applicable) ..................................................... ------ ,_...---------------- PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER:ML 64SWVG7" Y%POW OWNER: 96L ULlf ftif r7 Lc ADDRESS: 302 IMiSi-fw(-w 4A f5! /;* ADDRESS:302 1niFSNAIJiVw Ar( f-xi "#,p4 /JY 1221Z PHONE NOS. Sl S' q� 1 +2 Z' 82y PHONE NOS.S g' `tS2" gZ01) CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:e10- 11OO K PHONE: .'9"$2X Fx'+ 0 LOCATION OF PROPERTY: &T 1 B SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z rY O w ri PROJECT O � OJ � w -' a = = Uj ,� a 0 0 z Q Q � � iLL � Ori � ri a. m•, ad SINGLE FAMILY TWO-FAMILY ' MULTI-FAMILY (NO.of UNITS_ TOWNHOUSE BUSINESS OFFICE 33,004 7 2 3,00 4 33,00 4 46 60 y 31 _0 RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: TRI%v�aE `&�►ten, ESTIMATED CONSTRUCTION COST: FUEL TYPE: IJ214L (nt5 HEAT TYPE:R&F To t`faS *HOW MANY FIREPLACE(S):0 AND/OR WOODSTOVES(S)-, ZONING CATEGORY: _ARE THERE WETLANDS ON THIS SITE? AL IS THIS A HISTORIC SITE? 40 PROPOSED USE OF BUILDING OR ADDITION: gal/�eas p>ftC,4(- *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 i ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? N o I acknowledge no construction activities shah be commenced prior to issuance of a valid permit. I certify that the application, Mans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. have read and 'dgreoc to th ve Signed Director of Building &Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) .__. - .__. "I- ------------ ......_________:__..___..___..-------____---- Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said ; zoning Laws of the Town of Queensbury. Application: ; 1 a , , + , , , , BUILDING &CODES APPROVAL ; ZONING APPROVAL 1. DATE DATE ..............� �._.__..__._.__..._..._ ----------- QUESTIONS? CALL 761-8256 OR EMAIL codesftueensburV.net VISIT OUR WESSITE FOR MORE INFORMATION wwW.gyeansburN.R@t Town of Queensbury Community Development Office - 742 Bay Road, Queensbury, NY 12804 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: LOCATION: Z10 /Apo&e. ,b PERMIT#: a;z ov Final Survey Plot Plan Aiwoved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey*has C rown,Zoning Administrator Notes: U{UIta.[hD F(6� l/1 L:\SucHen-dngway\Building.Codes.inspection.FORMSNFinaI uildin .Codes.inspection.FORMSNFinal SUM , Zoning Administrator.doc z r m I o w J ~ OJ U � w MAP REFERENCES: w a a U MAGNETIC 2000 c� z = w w a w Z MAP OF A SURVEY OF I o a o Q � ' j -� m w Z Q Q I� HEBREW CONGREGATION OF SERA IEFILA o o Or o o z o w w w A PORTION OF THE LANDS OF a iR DATED: APR 18, 1954 1 m U 0 a o Q a J BY: JOHN B. VAN DUSEN LANDS N F OF 0 w w � � z L� Z F 1= Q Q Q z D cc MAP OF A PROPOSED BOUNDARY ST. ALPHONSUS' CHURCH o w w w Z a Y o Q o w w v o w ¢ N a LINE AGREEMENT MADE FOR j 460/36Cn of in Lj N U Q Z 0 p 5. °' w o ROBERT DANIEL O'CONNER. ET. AL. o U Q Q cr m N w a w Cr m DATED: JUNE 5, 1987 w w REVISED: AUGUST 25, 1987 1 0 ^ ^ n o o Lo L 0 to BY:M VAN DUSEN & STEVES � ^ o o M C) ol W MAP OF A SURVEY OF N r ! 1 1 1T I THE PROPERTY OF j O OIPF LEGEND: RALPH B. TURNER DATED: JULY 11, 1959 I O IPF = IRON PIPE FOUND o rn Co ^ w ,o .* M N O BY: JOHN B. VAN DUSEN O IRF = IRON ROD FOUND I S01°28'43"W O CIRF = CAPPED IRON ROD FOUND MAP OF A SURVEY MADE FOR w IPF 209.24' S01°28'43"W CIRF A C.M. = CONCRETE HIGHWAY MONUMENT WALLACE, LLC 302. 12' IRS x = METAL FENCE DATED: FEBRUARY 8, 2001 I I o = WOOD FENCE BY: VAN DUSEN & STEVES o = CHAIN LINK FENCE LAND SURVEYORS, LLC = UTILITY POLE I� _ I LANDS N/F OF _o > = GUARD RAIL DANIEL A. FOOTE w �� o = EDGE OF WOODS c W 906/329 TO BE CONVEYED l� 59,901.18 sq.ft. z x l a 1.38 acres I a o CDs a IPF I W U LANDS N/F OF THOMAS & TERESA CLUM — _ _ TRAIL_ _— — — — — _ _ �M I Cd 1 ' Cd ASPHALT 680/1112 733.50 _ — ' / 1 — — - 03 o i m 0 I — 4 ° ry N09°26 r�nE I N o CIRF �anED p � CIRF W s TOTAL AREA ►-� p 298,647.51 sq.ft. Cr 6.86 acres l� -1 l� E.M.S =1h o ' REVISED H PARK & RIDE I 197.21' I 1' S06'09_ �• IRF IRF N I 4i It 4 7 .00' 00 I83.46 � g 00 Cl) I oo � ;$ N oo TELE. a } I mo! C.T.V. I ` � r� O o I I LANDS N/F OF ! _ I1 TELE. (� BUI�I 1 HEBREW CONGREGATION OF SHERA TEFILA l w� ' f i�g M ,P I UNDER CO1vS NG + 141/332, 171/183, 175/257, 207 33 .6 0; 1�$ I TRUCTION 1 � / g „� x x I IPF —� -- — IPF 1 $79°28' 19'E j I FENCE REManS I 6.48' � I I C.M. 162.42' N08 �.E a I wI o aq C. C--1 19. E 1�`� QEDC r low, M M TELE.o I c� N2s3 TO 8S'• �^ Z` SHAARAY TTION d, \ 21,365.74 sq.ft. S�F AUGUST 10, 2006 o Co m Q 0.49 acres I 0.68 ACRES 28 TTII11 N26 OS, I HEREBY CERTIFY THAT THIS MAP WAS PREPARED° V1 a4 p9, �,� FROM AN ACTUAL FIELD SURVEY. C C o,'`�h� _ THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS 0 z \\ �' FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR 0 ci *�0 CIRF BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY (�� AND LENDING INSTITUTION LISTED HEREON. z N CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 1w `r INSTITUTIONS OR SUBSEQUENT OWNERS. n 1 o i RC3 9 3689• CERTIFIED TO: BBL TRIBUNE, LLC v CHICAGO TITLE INSURANCE COMPANY 0 \ I COUNTIES OF WARREN AND WASHINGTON a0i z I C.M. INDUSTRIAL DEVELOPMENT AGENCY I Cr A V1 j \ � CERTIFIED BY: MATTHEW C. STEVES, LLS NYS 50135 DATED: FEBRUARY 14, 2008 `✓` 9�Qop 11'78 a eM 1q N2py4� '7 'd CQ co t � � DS 0l N CIRF _ r IAGA Dater.PI E z 2005 1 '/ 11j0 scale T-w I C.M. 4,04 W R C0 j?p - S- 1 NOTE: l0 UPDATED ON FEBRUARY 14, 2008 TO SHOW BUILDING UNDER CONSTRUCTION ONLY. OTHER SITE IMPROVEMENTS N SHEET 1 OF 1�\ EXIST THAT WERE NOT LOCATED BY THIS SURVEY. D594—C DWG. NO. 02293-C 309.10-1-82, 8S & 84 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NIT 12804 Date received: �6-:LZ--p� NAME:--t"ZA SQQE- VACU At LOCATION: tAb t bP PERMIT#: Final Survey Plot Plan Approved "Denied The attached final survey has been received by the Dept.of Community Development. Upon review the serve has Crai rown,Zoning Administrator Notes: �G C C- G Sf 1i j16L n kcfols NA 1 ruA s %Vo v M b J L:\SueHemingway\Building.codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc LEGEND 0003' OLG?XOYJ[ LANDS N/F OF = HYDRANT ST. ALPHONSUS' CHURCH wv 460/36 LEGAL DESCRIPTION Z = WATER VALVE PARCEL ONE 0 OO = FLAGPOLE All that certain piece or parcel of land situate, lying and being in the Town of 0- '0-3 = UTILITY POLE Queensbury, County of Warren and the State of New York, more particularly bounded W DW o = DRY WELL and described as follows: BEGINNING at a point in the easterly bounds of a proposed CB❑0 = CATCH BASIN road at the northwest corner of the lands of Hebrew Congregation of Shera.Tefila; = METAL FENCE LINE so1°28'43"W running thence along said proposed road, the following three courses and distances: -o-� 511.36' (1)North 20 degrees, 14 minutes and 46 seconds East, a distance of 11.78 feet; 10' BUILDING SETBACK T-T2 runriiil northerly along O g y g a curve to the right having a radius of 3970.00 feet, a distance ' of 436.89 feet; I � Q ' (3)North 26 degrees, 33 minutes and 05 seconds East, a distance of 106.85 feet to the Q LANDS N/F OF DANIEL A. FOOTE southwest corner of the revised Park and Ride parcel; thence running along the same the ' � �� 906/329 I CULVERT following four courses and distances: d Z Cl) • CURBED (1) South 63 degrees 26 minutes and 55 seconds East, a distance of 4.00 feet; o ' =C5 ISLAND 5 CURBED Sao (2)North 26 degrees, 33 minutes and 05 seconds East a distance of 33.48 f l eet, (3) South 80 degrees, 31 minutes and 43 seconds East a dist ance of 299.74 feet; � � o _� oC6 4 North 09 degrees, ' O 28 minutes and 17 seconds East, a distance of 133.50 feet to a point DW in the southerly bounds of lands of Thomas and Teresa Clum; thence running along the Isame and along the southerly bounds of lands now or formerly of Daniel A. Foote South 0 80 degrees, 31 minutes and 43 seconds East, a distance of 163.03 feet to a point in the a 0 Iwesterly bounds of the lands now or formerly of St. Alphonsus Church; thence running ' along the same, South 01 degrees, 28 minutes and 43 seconds West, a distance of 511.36 0 R N/Fz LANDS ERE OF CULVERT feet to the southwest corner thereof; thence running South 83 degrees, 00 minutes and 49 ( a 10' our>=Au ELECTRICAL W D THOMAS & T1112 GLUM BUILDING NANDBOX I w o seconds West, a distance of 293.43 feet to the northeast corner of said lands of Hebrew i• 680/1112 � ��TBACK � CURBED b ISLAND CURBED CURBED �; Congregation of Shera Tefila; thence rlinnirl the same South 83 de 57 minutes and an o w g degrees, Nos°`17„E ,�,I,D ISLAND - 41 seconds West a distance of 420.11 feet to the point and lace of be Q PARCEL I CURBED 1�� p gaining, containing F _ AREA 15LAND 6.86 acres of land to be the same more or less. C7Q __ 298,647.51 sq, f1~. CURBED - 6.86 acres ►a ISLAND CBO CURBED _ Bearings given in the above distance refer to magnetic North. 5' MADE GREENSPACE 15LAND "' - � ;-4 EASEMENT AS PER CURBED - U E,..� 3322 / 314 15LAW _ I SUBJECT to easements of record. O _ w w _ _ I PARCEL TWO � All that certain piece or parcel of land situate, lying and being in the Town of Cr' CURBED W , Queensbury,, County of Warren and the State of New York, more particularly bounded ,- o and described as follows: BEGINNING at a point of intersection with the southerly o 0 U LANDS N/F OF ' i ISLAND and 13 0 ` bounds of Luzeme Road and the easterly bounds of Interstate Route 87-Northwa 124 F' TOWN OF QUEENSBURY �O 3322 / 314 ' cB �' thence running South 79 degrees, 28 minutes and 19 seconds Fast e l , along said Luzeme 3 Road, a distance of 6.48 feet to a point for a comer; thence running along a proposed �+ road so 1 � u � , utheaster y along a curve to the right having a radius of 25.00 feet, a distance of 38.59 feet; thence continuing along said o W �• � g ng proposed road, South 08 degree, 58 minutes and N oCe � e3.�� 48 seconds West, a distance of 162.42 feet;thence continuing along said 1�10 sed road CURBED �� along a curve to the right having a radius 427.14 feet, a distance of 119.58 feet to the h j ' � ISLAND 40 ME northeast corner of lands of Niagara Mohawk Power Corporation; thence running along a QU CIA ORI V the same,North 63 26 minutes and 56 s z EENSBUq y I � � seconds West, a distance of 103.95 feet to s j 1804 the easterly bounds of said Interstate Route 87• thence running along the seine,North 26 5 _ degrees,09 minutes and 30 seconds East, a distance of 287.05 feet to the point and place y S 2 STORY of beginning, containing 0.49 acres of land to be the same more or less. ' OFFICE BUILDING ! a ��g, I 0m;m��'� � \ ❑CB I i �`o s . ag _ o `_ SG� I Beanngs giV en in the above descnptron refer to magnetic North f � N - - Y - - - - SUBJECT to easements of record. \ ' � CURB® � I 1� GENERATORS ISLAND / LANDS N/F OF vERuzoN � / Z � �• HEBREW CONGREGATION OF SEERA TEFILA p0 OUTLET \ / CBp / TRANS ER 141/332, 171/183, 175/257, 207/33 33.48 �y . 08°58'48"W N26°33'05' S 3I NM Ir6 � • P 1 S79028' 19"E 2.42� ' �+DEwa�x -� �E�„� 6.48' �� h a` 1 an 10 0 8 �S S 5 Dw \ L -� 1 w CO� M PARCEL II N R,42 j.74 NM 2 h� rO��ti °e 8 ry°� CpHC Sin 1 U O V 0 AREA CB S ` �`° 1 'W 21,365.74 sq. ft. i B � j k o 0.49 acres APPROXIMATE LOCATIC \ S63026'550E J >'' z / /O�TrFAIL LVRT Z� 20' WIDE UTILITY EASEMNT \ 4.00' a / o f�y O TO NIAGARA MOHAWk \ N 28> 3450 / 175 \ \ z 2s° °S, PEDESTAL \ / / CERTIFICATION: A MAP REFERENCES: °9, a� \ o / _E TIFICATION: ul 91 1 0 t'� \ \ Dw \ 3/ (� 1 ��,,��• I To BBL Tritune, LLC, Warren and Washington Industrial Development Agency, c ' off. rO `�l�i \ �6 / I American National Insurance Company and Chicago Title Insurance Company. 0 z MAP OF A SURVEY OF A PORTION OF THE LANDS OF � \ )4' 0 <'1 � e Se \ I This i., to certify that this Mmap or plat and the survey on which it is based � nl � � HEBREW CONGREGATION OF SERA TEFILA \ \ were made in accordance with the Minimum Standard Detail Requirements W DATED: APRIL 18, 1954 �A �k // \� APPROXIMATE LOCATI for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA BY: JOHN B. VAN DUSEN Irj \ / 20' WIDE UTILITY EASEMNT and NSPS in 2005. Pursuant to the Accuracy Standards as adopted by ALTA \ \ \ a I TO NIAGARA MOHAWK and NSPS and n effect on the date of this certification, undersigned further 3450 / 175 certifies that it my professional opinion d surveyor registered in the MAP OF A PROPOSED BOUNDARY / ``ALB 20.00, I State of New lbrk, the Relative Acc rvey does not exceed LINE AGREEMENT MADE FOR r '9�3g) •89, / \ I that which is s)ecified therein. W C.° Sr ROBERT DANIEL O'CONNER. ET. AL. d \ 5- -1� �j �j �T \ DATED: JUNE 5, 1987 _ °° // \ 30 � Pei REVISED: AUGUST 25, 1987 \ \ \ I Date: 0 ' c� � � � � r . �t BY:M VAN DUSEN & STEVES / \ N200 14 46„ Matt C.! Licen o '� 'LANDS N/F OF \ I 11. 78` MAP OF A SURVEY OF A NIAGARA MOHAWK co THE PROPERTY OF (j POWER CORPORATION \ j q� LAN m ko RALPH B. TURNER \ DATED: JULY 11, 1959 \ Date:May 23, 2008 BY: JOHN B. VAN DUSEN � Y O FLOOD ZONE INFORMATION: �° r-4o' MAP OF A SURVEY MADE FOR WALLACE, LLC PARCEL LIES WITHIN ZONE C AREA OF MINIMAL FLOODING •� DATED: FEBRUARY 8, 2001 1 AS SHOWN ON FLOOD INSURANCE BY: VAN DUSEN & STEVES RATE MAP COMMUNITY PANEL LAND SURVEYORS, LLC NUMBER 360879 0028 B S, EEr f OF 1 EFFECTIVE DATE JULY 16, 1984 Tribune D594 DWG. NO. 02293ASBUILT Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: Vylz� Depart: 7�'.L L anj�§,;2 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . NAME: -r-V-tg`;or-,-- tAEQ1�. PERM O-1-1-A:lIF" LOCATION: Ho M t!v!1K N;?� DATE. S- �_�04e-) COMMENTS: Y z N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. VZ Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gras Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides[ Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy / Hfe Marshal's OAice Request Rec'd Permit No. e-ti(47e f Town of Queensbury a b 742 Bay Road at Queensbury,NY 12804 Scheduled inspection Date: Time: Phone: (518)761-8206 Business Name: -Ti2145o''"` 0\&-ot4- Fax: (518)745-4437 location: Typ"WWOOM N A Y02 No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Si -normal Si -battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING � FIRE WINGUISHER: -}— �0 infection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire§&kler System Fire Suppression-kitchen Fire Su=esfion-Gas islan Generator Hood Installation Elevator Fire Marsha+ 1�—&ed"on tom lets Interior Finishes }o ��yy Stora a CBUn�' approvalh Compressed Gas Clearance to Sprinklers Clearance to Elechical MAY ', 200 Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Fire atShal Knox Box TO of ueensbu F.D.Si na e-Utility Rooms No Smokina Sions Maximum Occupancy Sign Emergency Evacuation Plan ApproVed (if no other approvals apply,the B&C Office will i ue the Cerfi ate f Occupancy) U. Denied /call for Recheck Inspected By: L:\FlreMarshol\New Folder\permltto occupyform.doc Commercial Final Inspection Report , O e No.: (518) 761-8256 Date Ins ection r e r e Queensbury Building&Code Enforcement Arrive: Epp m Depart: �;-a- 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMI_ # LOCATION: 1=L0 F-. DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location p AM ` PlumbingVent Through Roof 6"/Roof Complete _ Exterior Finish/Grade Complete 6"in 10' or Equivalent ��J �c�' ��\ 1z b Interior/Exterior Guardrails 42 in. Platform/Decks T` E x- 2^C Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required �EeLi Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka .. �� )51" Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing Systemv Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers _ Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors V—, Ceiling Fire Stopping, 3,000 s . ft.Wood Frame C-��i�i►' Y�cA�I Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required V, P.;�- %LT SCE Q Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Tem . or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc Lgy-,00 -wesh r Inspection for Pe rmit emit to Occupy fire Malrshd's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road p a Queensbury,NY 12804 Scheduled Inspection Date: s �� Time: Phone: )518)761-8206 Business Name: // o Fax: (518) 745-4437 Location: T of kupocUon N/A US No EXITS: DO Access C Exit Enclosure O-IL COMMENTS E)dt Discharge AISLES: Main Aisle Width p Secondary Aisle Width EXIT SIGNAGE r (\ 6 J'6 Si -normal Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE t� / EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher nil FIRE ALARM SYSTEM -► Fan Shutdown s Fire Sprinkler System fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation or Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sin 4 Emergency Evacuation Plan p Q Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) a Denied / call for Recheck Inspected By: L:\FireMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re ues ec ' d: Queensbury Building& Code Enforcement Arrive: � epart: atr pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: `C r ► f3 yJ - M F n\Q PERMIT . D-7- LOCATION: _ 4t� t✓1 EO\ i� n VX\JE DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent 10P, Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. I Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka i Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I %2 doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible -Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Surve r,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C LABuilding&Codes Forms\Building&Codes\Inspection Forms\Comm W F' 1 Inspection Report.doc C0` o0 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /9� 10 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 0 7— l .T LOCATION: n--I DATE: -?!2_62-5-- COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks / st Interior/Exterior Ballisters 4 in. 5 acin Platform/Decks <� �'`4`i`h3l ew � '✓� Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. V1, L7 Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum 74a e (/�ej Boiler/Furnace Enclosure I hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s . 8. / 3/4 Hour Corridor Doors&Closers f! ""p, C/,U,,V Firewalls I Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" � �� J/wAJJ Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed ` �^ Handicapped Bathroom Grab Bars/Sinks/ToiletsHv��r Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible r �� oL*rh Handicapped Service Counters, 34 in.,Checkout 36" fC Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical ` Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. � J�rve As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway t Water Fountain or Cooler Building Access All Sides le Surface 20'wide Oka To Issue Temp. Permanent C/O �} �� Oka To Issue C/C S¢r"s,/vrti / .7n5, L:\Building& Codes Fo uz ding&Codes\Inspection Forms\Commercial Final Inspection Report.doc Framing / Firestopping Inspection Report Office No. (518)761-8256 Date InspectionVNSPECTON: Queensbury Building &Code Enforcement Arrive: " : a742 Bay Road, Queensbury, NY 12804 Inspecto s InitiaNAME: / 11 LOCATION: TYPE O STRUCTURE: Y N I NIA CO �ENTS: Attoc 220 x 30" minimum , 0. Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12°O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naus each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-MBuilding&CodeMinspection FormsTranrng Firestopping Inspection ReporLdoc Revised January 7,2008 Framing / Firesto in Ins ion"ert pP 9 p� Office No. (518) 761-8256 Date In cti n est Iv Queensbury Building &Code Enforcement Arrive. m a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . NAME: PERMIT#: LOCATION: n ` ' > INSPECT ON: TYPE OF STRUCTURE: Y N rUA COMMENTS: Framing _' J � Attic A s 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/a w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center t� Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hours Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OMBuiiding&CodesUnspedmn FomnsTrarning Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report, ' ,f Office No. (518) 761-8256 Date In71nitials: ed: Queensbury Building &Code Enforcement Arrive: part: a a� 742 Bay Road, Queensbury, NY 12804 InspectNAME: ► bo t LOCATION: INSPECT ON: TYPE OF STRUCTURE: n Y N WA COMMENTS: lllt! Attic s 22" x 30° minimum Jack Studs/Headers Bracing/Bridging ✓ GQ a C_i� � Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly C) 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortes-OLDSWiding&CodesUnspection Fony*\Framing Firestopping Inspection Reportdoc Revised Januoy 7,2008 Rough Plumbing / Insulation Insp ction Report Office No. (518) 761-8256 Date Inspection req r Queensbury Building &Code Enforcement Arrive: ?; _-IJO a art: 16 am 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r 1 NAME: 14`1 ��'<;,r�C� PERMIT #: - LOCATION: INSPECT ON: 7-12 TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping ��LfcQ- ea �i .S.I for 10 minutes Insulation /R sidential Check/Commercial Check Tyvek orMffiilar Exterior Sealant 2 r Vent, Attic Vent t' Door/Window Sealed No Insulation Duct/ Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 4.� --/ toil, Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r t ce' ed: Queensbury Building & Code Enforcement Arrive: 1 a m art: ` 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: b i<L. "ki� PER IT#: o'7 LOCATION: (� A4 e .0 i „z INSPECT ON: o TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head or . for 15 minutes r✓- F�� Insulatio /Residential Check/Commercial Check 1�► zD FLi -Ty-ye--or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report A Office No. (518)761-8256 Date Inspection request received: (J� Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: cG PERMIT#: 67- 7� LOCATION: q(1) INSPECT ON: TYPE OF STRUCTURE: I� Y N NIA COMMENTS: ss 22°x 30" minimum VWsTloY7 Jade Studs/Headers Bracing/Bridging Joist hangers Jade Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Farms-01-Muilding&Codesunsped'an FomisTrarrir g Firestopping Inspection Reportdoc Revised January 7,2008 Rough g Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection r u t ce,W4rY" Queensbury Building &Code Enforcement Arrive: :-M a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: l t.�-�2. /`-'( . PERMIT #: 07-4 71- LOCATION: �1pL�PECT ON: I TYPE OF STRUCTURE: Y N NIA Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout ever y 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.1. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping P Air/Head r 15 minutes42btk�-x esidential Check/Commercial Check i� Ty—yek or Similar Exterior Sealant i f�Ici L� Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing insulation ins ectfonReport Office No. (518) 761-8256 Date Ins ection r Queensbury Building & Code Enforcement Arrive: aryl c a� m 742 Bay Road, Queensbury, NY 12804 Inspector's In ' --� --41 NAME: / / PE IT#: :\ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Z�� Plumbing Vent/Vents in Place _ 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimumL � Cleanout eve 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping IMS.1 �fo 15 inutes , Insulation/Resid ntial Check ommercial Check �.. Tyvek or Simi arbderior Sealant ro r ent, Attic Vent G�� Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 1kPtZ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ a e' e . e Queensbury Building &Code Enforcement Arrive: _ epart: A - pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: T—R113otoE M�—::p1A PERMIT #: LOCATION: yQ t-� FDi A p 9►\3 F INSPECT ON: z—iZ.zdE TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent ljLJ Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes 6otk Insulation Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspe ion Report Office No. (518) 761-8256 Date Inspection requ s ce' ed: �uk Queensbury Building Code Enforcement Arrive: _a m art: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials, o 7- �V- NAME: � � �� --- PER #: LOCATION: j-�'� INS CT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent 1 Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test 6 P Water Supply Piping Air/Head 5 minutes idential Check/Commercial Ched ►.QED FEjt�O� myve Similar Exterior Sealant ��t-\ RK-"\Ty\ Pro er Vent, Attic Vent Door/Window Sealed No Insulation a:: vo%+S F-0- po- Duct/ Hot Water Piping Insulation If required unheated spaces Pc V .Rb ►A A �bbv-D Combustion Air Supply for Furnace ' -© C-0ow�aFo Duct work sealed property/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ection req Queensbury Building Code Enforcement Arrive: = © a art: % __a� 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: PE IT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent J Vents in Place 1 %inch minimum Drain Size Was chine Drain 2 inch minimum snout e4ery 190 feet/change of direction Pressure Test Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Q�\ aPo upply Piping e . . for 15 minutes lnsu6tion/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Su for Furnace Duct work sealed properiy/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: L S J am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: All NAME: r-f PERMIT#: LOCATION: INSPECT ON: Why- TYPE OF STRUCTURE: Comments Y N N/A Footings �. S��►�✓�^- s Piers r Monolithic Slab Reinforcement in Place The contractor is responsible for a providing protection from freezing JY for 48 hours following the placement 6/L of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg n roofing Footing Drain light or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date in uecnc e cei d: Queensbury Building&Code Enforcement Arrive: epart: :,-7) a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Into NAME: I �� _�IL1 PERMIT#: LOCATION: �JL , J�s C)B j�j E INSPECT ON: —TES-tom. TYPE OF STRUCTURE: �by�-- � fU 0\/1 Framing Y N 1 N/A COMMENTS ��\ Attic Access 22"x 30"minimum i Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams j Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. i Stairwells 36 in. or more Headroom 6 ft. 8 in. I Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X { Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 1 20 in. (W) 5.7 sf above/below grade 5.0 sf grade I C7-.00 � Framing / Firestopping Inspection Repqrt Office No. (518)761-8256 Date InspectionIRMIT ved: _ Queensbury Building &Code Enforcement Arrive: �Jpart: a-- art:Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: CT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: _ ccess 22" x 30" minimum Jack Studs/Headers Z►Jp � �- ©tJE—� Bracing/Bridging Joist hangers Jade Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8 16D naus each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fir 4 hour Firestop g Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 s#grade LABuilding&Codes Forms-01-Muliding&CodesUnspecbon FormsTraming Firestopping Inspection Report.doc Revised Janwry 7,2008 Rough Plumbing / Insulation Inspect on Report Office No. (518) 761-8256 Date Inspection r `sf r Lv Queensbury Building &Code Enforcement Arrive: a p 742 Bay Road, Queensbury, NY 12804 Inspector's InIU r` NAME: �- PERMIT #: LOCATION: INSPECT ON: z TYPE OF STRUCTURE: Y NIA Rough Plumbing/Nail Plates l� v Lj PlumbingVent/Vents in Place C 1 %inch minimum Drain Size Washing �7P Machine Drain 2 inch minimum Cleanout every 100 feet!change of direction Ulf P re Test ) Drai Vent ea 5 S.I 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air!Head 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated Maces Combustion Air Supply for Furnace Duct work sealed properly 1 No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspectio Report Office No. (518) 761-8256 Date Inspection reques ec iv : Queensbury Building & Code Enforcement Arrive: a / m part: ° am m� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. ` NAME: -[_"�►�� E- M PE #: O7-i- LOCATION: _ '-�C) iM enN A DR►�lF INS ECT ON: TYPE OF STRUCTURE: Y N 1;0 Rough PlumbingNail Plates } PlumbingVent/ Vents in Place 'l 1 1/2 inch minimum Drain Size &Z 'P IP PE Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Re rt Office No. (518) 761-8256 Date Inspection r st r eiv _ Queensbury Building&Code Enforcement Arrive: m part: m 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: L �- NAME: /. PERMIT#: LOCATION: y M ED �— INSPECT ON: TYPE OF STRUCTURE: ng Y N N/A COMMENTS Frami A s 22"x 30"minimum Jack Studs/Headers 1z PR E ►� N r��'� R t— N Bracing/Bridging u01 K E0 1 0 d"1 cDe Nt�LO C Joist hangers t Jack Posts/Main Beams Q A\ �-- Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. ys►�trJ Stairwells 36 in. or more 'Ppr �-�,`�©C6 Headroom 6 ft. 8 in. t3 7o Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade /0 - 12- Foundation Inspection Report Office No.(518)761-8256 Date Inspection t i Queensbury Building&Code Enforcement Arrive: e Depart: ` 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: f�Yf 1 T#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings iers zv- 7�0 onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. F n/Wallpour Reinforcement' Place noting Do or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bui{ding&Codes Forms\Building&Codes\Inspection FormsWoundatian Inspection Report.doc Last printed 12/20/2005 9:24:00 AM r2.00) ldc27 Foundation Inspection Report Office No.(518)761-8256 Date Inspection r st re ce' ed- Queensbury Building&Code Enforcement Arrive: pm t�—part: f. l 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: _ P #: f� � LOCATION: INSPECT ON: —7_.--- a'— TYPE OF STRUCTURE: Comments Y N N/A F Pi L� 7 C' M Eactori nt in Pl responsible for rotection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. rs uU k—� Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /0 - 12, A)�es Foundation Inspection Report Office No.(518)761-8256 Date Inspection st cei d• Queensbury Building&Code Enforcement Arrive: ©o . Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi /. 0NAME: P T#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments ��,. Y N N/A ing Piers nolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. _---Matert -fbrthis-pmRose on site. Foundation/Wallpour Re rn orcement in Place Footing Dowels or Keyway in place � � l>J Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM 1 00 V Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ t ece' : Queensbury Building&Code Enforcement Arrive: =( Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: E — T 0. (� , LOCATION: H En 1 Y4SPECT ON: ►(�—W—n� TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. w Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection r ived: Queensbury Building&Code Enforcement Arrive: m part: Vim?11 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Commenb Y N N Footings Piers Monolithic Slab Reinforcement in Place -7f The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Iron Report.doc Last pdnted 12/20/2005 9:24:00 AM Foundation Inspection Po ection Report ocoo Office No.(518)761-8256 Date Inspection i d: Queensbury Building&Code Enforcement Arrive: epart: - �` pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: -1 Tt L2i1)1� _ M F�� A T#: LOCATION: M EX)1 la i 1 L F SPECT ON: Q-1 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers oe nolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ion Foundation Inspection Report Office No.(518)761-8256 Date Inspectlo st re iv Queensbury Building&Code Enforcement Arrive: ePart: �Pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's In' . NAME: 1�i 1�� _ �1-�-- T#: LL2 LOCATION: (�� ,S(= SPECT ON: -Z TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this se on site. oundation/Wallpour r� Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ��✓ 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ;3� 11-1-;day- 0aDO F tion Inspection Report Office No.(518)761-8256 Date In on req iv Queensbury Building&Code Enforcement Arrive: p per; 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini s NAME: #: LOCATION: SPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump\� Footing Drain Stone: D� 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval P bing nder Slab PVC/ /Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date InsS!e Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 InspectoNAME: ", f� MIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y IN N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. J4 01 Foundation/Wallpour 000, Reinforcement in Place l Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper ?portdoc Foundation Insulation Interior/ExteriorR- Rough Grade 6 inch drop within 10 ft.L:\Building&Codes Forms\Building&Codes\lnspecbon Forms\Foundation Inspecd Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection A ived• _ Queensbury Building&Code Enforcement Arrive: L epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: 17 NAME: #: LOCATION: X S T ON: — G TYPE OF STRUCTURE: Y NA Footings Piers �� M� Monolithic Slab :3 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. r s se on site. oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bac lambing ast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2 ` ©o Foundation Inspection Report Office No.(518)761-8256 Date Inspection ved: Queensbury Building&Code Enforcement Arrive: ' part 2 0 m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: r Ad PERMIT#: t �� LOCATION: Z. INSPECT ON: 9 0-7. TYPE OF STRUCTURE: Comments Y N NA "gs A�C Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM MOP- Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: C2')° am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 4PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N1A � )o �� Footings l,�--� !� ? Piers Monolithic Slab to Reinforcement in Place Z L The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purp9se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior - R- P Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Z "i ) ( / Foundation Inspection Report Office No.(518)761-8256 Date Inspection st re iv . Queensbury Building&Code Enforcement Arrive: G.� epart: ,/p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: ERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab f.� 1 p� CO C_ L. j 11 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place �.�Tt R�— tJ o P�h} Q ALL Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\Building&Codes\lnspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ?C 711orse, Foundation Inspection Report Office No.(518)761-8256 Date Inspection request ed Queensbury Building&Code Enforcement Arrive: ' + am/ Depart: a m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PE T#: LOCATION: Velr'h SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Z B?X�f— Monolithic Slab S, �=,A/For L '� Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2.� � . I Foundation Inspec ion eport Office No.(518)761-8256 Date Inspection u r Queensbury Building&Code Enforcement Arrive: ( epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi Is: NAME: F PE T#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments N/A Footings `a R-AL - �z l�� Fit Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement E of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Foot' g Drain Stone: 2 inch width 6 inches above footing 5/)" " "I for wet s under slab ackfill Approval rtaM ng VIRTU a P /C i Vunttion �teri �r�ior'� Rough Grade 6 inch drop within 10 ft. �?� L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2� Foundation Inspection Report Office No.(518)761-8256 Date Ins��ti,o�n req st ve , Queensbury Building&Code Enforcement Arrive: 1, bQ Depart: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials NAME: / P T#: LOCATION: '� INSPECT ON: TYPE OF STRUC . Comments Y N N/A Footings Piers Monolithic Slab1J� . Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date InsMuon requ Queensbury Building&Code Enforcem;L�—je Arrivet: Z.'1T� m 742 Bay Rd.,Queensbury,NY 12804 InspecNAME: MIT#: 07(—LA LOCATION: t PECT ON: -- t'�—(5`7 TYPE OF STRUCTURE: Comments Y ZN N/A F-f°°tmgs Piers ` Monolithic Slab _ e,1 c7Q Reinforcement in Place The contractor is responsible for roviding protection from freezing for 48 hours following the placement of the concrete. ats 0T this ose on site. Foundation/Wall ur i u)� Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C 06) t4 rl` Foundation Inspection Report / Office No.(518)761-8256 Date Inspection requ e Queensbury Building&Code Enforcement Arrive: /,:.3 Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi ` NAME: RMIT#: LOCATION: w SPECT ON: TYPE OF STRUCTURE: LComment Y N N/A FootinCOL iers l Monolithic Slab U g I C�v Reinforcement in Place The contractor is responsible for providing protection from freezing or 48 hours following the placement I of the concrete. I/ s or thispurfJoKon site. oundation/Wallpour Rein orcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing FOoting Drain Daylight or Sump Doting Drain Stone: 12 inch width 6 inches above footing 6 nder slab ackfill Approval er Slab PVC/ l Foundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0101 -7AVrsd�17 - Foundation Inspection Report Office No.(518)761-8256 Date Ins n re r iv Queensbury Building&Code Enforcement Arrive: in 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inu s: NAME: , P #: LOCATION: SPECT ON: -s , TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab G o Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. —v\ Materials for this purp9se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil pi for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fonms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date InsJonr ce' d: _ Queensbury Building&Code Enforcement Arrive: eP�: 742 Bay Rd.,Queensbury,NY 12804 Inspecto T#:NAME: �LOCATION: CT ON: TYPE OF STRUCTURE: omments CLFootings ` / / Pi Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ose on site. Foundation/Wallpour TQ C> Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg �— Foundation Waterproofing rP g Footing Drain Daylight or Sump oting Drain Stone: '12 inch width 6 inches above footing o 4areas under slab Backfill A rov ,Plumbing Under Slab PVC/Cast Foundation Insulatio teri xterior �F" R- ZccMA ` n 0 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM c)O h, a Foundation Inspection Report Office No.(518)761-8256 Date Inspection ue Queensbury Building&Code Enforcement Arrive: � in epart: Z-I O in 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: / RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: 75 Comment Y N N/A Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. aterials o ose on site. F undation/Wallpour Lo Reinforcement in Place T,© \O' Q� ` f-7 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width Z -6 inches above footing areas under slab Backfill Approval mg Under Slab PVC/ Foundation Insulat Interior xt ' r R- kQ L L:\Building&Codes Forms\Building&Codes\lnspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM rn Foundation Inspe rn Report Office No.(518)761-8256 Date InspectionrPECT Queensbury Building&Code Enforcement Arrive: �� epart: a -m 742 Bay Rd.,Queensbury,NY 12804 Inspector s gliNAME;LOCATION: -- TYPE OF STRUC Comments Y N N/A Footings % r Pi Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. on site. Foundation/Wall our t`�L1T)A k ,R L,— 7-0 Reinforcement in Place Footing Dowels or Keyway in place ] Foundation Dampproofmg \ Foundation Waterproofing Footing Drain Daylight or Sump E{�t1� �boting Drain Stone: 12 inch width 6 inches above footing kMLRQL yjr wet areas under slab Baclfill Approval Plumbing Under Slab n V/// PV opper Foundation Insulatio Interio rior R- ou op wi 'n 10$. L:\Building&Codes Forms\Building&Codes\Inspection Farms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -7-AL)P-, s to y j Foundation Inspection Report Office No.(518)761-8256 Date Ins tion re Queensbury Building&Code Enforcement Arrive: Depart: a1 r 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s- NAME: J RMIT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings — Ii 1 t 1zi Mo nolithic thic Slab � / L `` Reinforcement in Place (V The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U Building&Codes Fors\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection e e i Queensbury Building&Code Enforcement Arrive: ° part. m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: tLj*-4� RMIT#: t;s� �U LOCATION: INSPECT ON: � TYPE OF STRUCTURE: C Y N N/A Footings Monolithic Slab �r-> Reinforcement in Place The contractor is responsible for providing protection from freezing or 48 hours following the placement of the concrete. ` s se on site. D Foundation/Wall ur Reinforcement in Place Footing Dowels or Keyway in place i �� e,.,1 Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection.r r ed: Queensbury Building&c Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: NAME: ' , J um PERMIT#: ` LOCATION: jtL7��-y�,�/ INSPECT ON: TYPE OF STRUCTURE: c?.—Z/ ' Comments Footings Y N N/A Monolithic Slab \ r` Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 f. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins reque Queensbury Building&Code Enforcement Arrive: Depart: mm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial <✓ e i�9NAME: ERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings WQ Monolithic Slab -�� Reinforcement in Place V The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins ctionFved*' _ Queensbury Building&Code Enforcement Arrive: p742 Bay Rd.,Queensbury,NY 12804 Inspector's InitiNAME: y. bu LOCATION: INSPECT ON: TYPE OF STRUCTURE: CCoomments lcev Y N N/A �, Dom-0 Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement vS lir—':�rc C>rr- C— of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Da light or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW 2007 - 478 Tribune 1/2/2008 I have reviewed the re-submitted drawings for the above project, and offer the following comments: I have attached a copy of my previous review, Item 1 ok Items 2,3 and 4 open (Note FP and H drawings are not in package) Item 5 to be provided by FM Items 6 and 7 open Items 8 and 9 to be provided by FM Item 10 ok Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fire Marshal 's Office - Phone: 518-7 61-8206 Fax: 518-745-4437 firemarshal@fit ueensbury.net - www.queensbury.net FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Horne of Natural Beauty ... A Good Place to Live " PLAN REVIEW Tribune Media 2007- 6/21/2007 I have completed review of the submitted drawings units, and offer the following comments: 1 Provide sprinkler detail plans including hydraulic calculations 2 Provide complete fire alarm plan including alarm sequencing schedule, HVAC shutdown, flow and tamper monitoring and central station monitoring 3 Provide complete elevator submittals, Note final inspection shall be witnessed and by Fire Marshals office and have third party QEI sign off. Provide details for HVAC shutdown of all units =/< 2000cfm $ FM to provide Knox Box key list. Provide details for generators Provide Truss ID signage as required FM to provide blue FD signage 9) Coordinate with FM office for proper keying of Knox Box 1*V*10) Provide complete electric plan for floor 1 and 2 outlining exit and emergency lighting fixtures 7/9/07 item 10 has been satisfied Fire Marshal 's Office - Phone: 518-7 61-8206 ■ Fax: 518-745-4437 ireinarshal@queensbury.iiet - unuru7.queensbury.net -47W Site Plan Inspection Report b Project Name: BBL Construction (Tribune Media) = 4 Project Location: 40 Media Drive, Queensbury, NY = Tax Map No.: 309.10-1-82.1 Mailing Address: BBL Construction, Attn Matt Roberts, 302 Washington Ave Ext, Albany, NY 12212 Site Plan No.: 18-2007 Area Variance No.: Building Permit No.: 2007-478 Date: August 28, 2008 Dear BBL Construction: During a final site plan inspection on June 6, 2008, your project was found to be developed as approved. Should you have any questions or concerns please contact this office. Sincerely yours, Bruce Frank Code Compliance Officer x Regular Mail _Certified Mail _Hand Delivered (by B. Frank) LABruce Frank120081SPRandAVReportsIBBL Construction(Tribune Media)SP 18-200728aug08.doc 4 CHECKLIST NYS BUILDING CODE(BC) Building: jr)LAA NYS FIRE CODE(FC) NYS PLUMBING CODE(PC) Location: NYS MECHANICAL CODE(MC) f NYS FUEL GAS CODE(FGC) Date: (-/217 NYS ENERGY CODE(ECC) Reviewer: O/A Publication Date: April 2005 COMMERCIAL&r MULTIPLE DWELLING OCCUPANCIES No. rJurisdiction opic Code Page Required Actual Section No. or Allowed 1 BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 73 5 Type of Construction BC-Table 601 81 Truss I.D. 7 No.of Sleeping Units/Level BC-202 14&r No.of Units-Total 31 No.of Occupants BC-Table 1003.2.2.2 201 8 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 9 Basement Definition BC-502.1 71 See page 8 of this check list Legend: NR=Not Required NS=Not Shown NA=Not Applicable Note: *Non-separated occupancies impose the most restrictive requirements Page 1 of 10 1 Y No. Topic Code Page Required Actual Section No. or Allowed 10 Heights&t Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 11 Sprinkler System(water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 12. Frontage&r Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 13. Height&r Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr.x No.of Stories up to 3 maximum 14. Fire Apparatus Road FC-503.1 29 150'rule Hydrant Reg. FC 508.5 31 15. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible *Distance separations are doubled if fire fighting water is not available(FC-508.1.3). NOTES: Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 16. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 N Fire Partition(Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 17. taceic,A essory&zCrawl Space BC-1208 250 Min.Rm.Dimensions BC-1207.1 251 0 Min.Ceiling Height BC-1207.2 251 18. Ventilation Nat.or Mech. BC-1202.1 249 19. Light Nat. or Mech. BC-1204.1 250 20. Exits Remoteness BC-1004.2.2.1 218 F `;�_ Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table 1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits(calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table 1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 Canopies over Exits 21. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails both sides BC-1003.3.3.11 215 Guards BC 1003.3.2.12 205 Max Rise 12'with landings BC-1003.3.36 215 Platform top&t bottom of BC-1003.3.3.4 214 stairs Page 3 of 10 Topic Code Page Required Actual Section No. or Allowed Structural now Loading-Ground BC Fig 1608.2 296 {� Snow Loading-Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Gv' Y ( /►�@ C{ �; Ponding BC-1608.3.5 295 ✓ Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading(calc.) BC-1609 297 Roof Walls Windows Seismic Loading(calc.) BC-1614 315 Foundation Depth BC-1805.2 398 23. Interior Finishes BC-Table 803.4 161 24. Swimming Pools BC-3109 629 25. Sun Rooms BC Appendix 1 693 26. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits- BC-1003.2.11 204 Stairs 27. HC-ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 Push/Pull entrances door ANSI-A117.1-1998 avvroach 28. SPECIAL INSPECTIONS BC-1704 379 Notes: Contacts for concrete and structural inspection Page 4 of 10 r No. Topic Code Page Required Actual Section No. or Allowed TFire rotection Equipment al StationMonitoring FC-901.9 52 ler Systems FC-903 55 Extinguishing Syst. FC-904 59 / n HoodExtinguisher FC-609.8 41 6 �� ipe Systems FC-905 62 -3 4 xtinguishers FC-906 64 L arm Systems&z SD FC-907.2 66 arm Boxes&s Zones FC-907.4.1, 907.9 72, 73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 Basements FC-903.2.10.1 56 Fan Shutdown 30. Plumbing Code Cj Fixture Count PC-Table 403.1 21 Drinking Fountain,Service Sink Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art.10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art.10-A UFPBC-904.6 12,340 Vent size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: Page 5 of 10 No. Topic Code Page Required Actual Section No. Or Allowed 31. Mechanical Code Ventilation Rates MC-Table 403.3 24 ,. Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 ' Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 O/C &Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces-Def. MC-202 5 Fan Shutdown/Alarm MC-606.2 50 S stem 32. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig.503.5.4 63 Gas Vent Termination FGC-Fig.503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 33. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation-Heating ECCC-Table 503.3.3.1 44 Duct Insulation-Heating ECCC-Table 503.3.3.3 45 Pipe Insulation Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 Comcheck Computer Software Compliance Report Re uired 34. S ecial Inspections BC 1704 379 35. Sound Transmission BC 1206 251 36. Ice&r Snow Shield Reg. 37. No Reinforcing in Footings Notes: X-M04 X- Page 6 of 10 r LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage Increase: If=100(F/P-0.25)W =Answer in% 30 Note: If=75%when 4 sides accessible&z;water available Allowable Area: Aa =Atable + (Atable-L�If) + (Acabke x IS)=Answer in Square Feet (BC-Pg.74) 100 100 2. Exit Capacity Calculation (Table 1003.2.3)(BC-Pg.202) (Occupancy Load for Exit) x(Egress Width per Occupant)_(Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq.7-1)(pg-69)&r(Eq.7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf =0.7CeCtIPg=Flat Roof Snow Load Where: P f=Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce=Exposure Factor (BC-Table 1608.3.1)(Pg.297) C, =Thermal Factor (BC-Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg.287) Pg=Ground Snow Load (BC-Fig. 1608.2)(Pg. 296) Ps =CSPf=Sloped-Roof Snow Load Where: PS=Sloped-Roof Snow Load CS=Roof Slope Factor (ASCE 7-98)(Pg.70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) Page 7 of 10 J 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls,the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building,between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3`d of the area of the room of space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area,aggregate area). 10. SMOKE BARRIER: A continuous membrane,either vertical or horizontal,such as a wall,floor,or ceiling assembly,that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr.fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane,except that a basement shall be considered as a story above grade plan where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above finished ground level for more than 50%of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. Page 9of10 Albany ■ Rochester ■ Buffalo ■ Syracuse 4"r: I ENGINEERING,P.C. Mechanical/Electrical Engineering Consultants DESIGN BRIEF Project: Exit 18 Office Building Project No: 063217 Date: 25-Jun-07 Prepared By: DFC Checked By: BAB SUBJECT: STORM WATER SYSTEM LOADS AND PIPE SIZING Reference: 2002 New York State Plumbing Code; Tables 1106.2&1106.3 DESIGN BASIS: IN/HR RAINFALL INTENSITY PIPE HORIZ DRAIN ROOF DATA SIZE SIZE NO. Length Width AREA(SF) 1/8"/FT 1 90 90 8100 6 8 2 90 90 8100 6 8 3 1 90 90 8100 6 8 4 90 1 90 1 8100 1 6 8 TOTAL 32400 HORIZ ROOF PIPE LEADER DRAIN LEADER SIZE NO. NO. SIZE 1/8"/FT 1 1 6 8 2 2 6 8 3 3 6 8 4 4 6 8 TOTAL 12 Value-driven solutions. 10Airline Dr.,Suite 201■Albany,NY 12205 518.533.2171 ■tax 518.533.2177■www.meengineering.com Albany ■ Rochester ■ Buffalo ■ Syracuse 44 Iff I ENGINEERING,P.C. Mechanical/Electrical Engineering Consultants DESIGN BRIEF Project: Exit 18 Office Building Project No: 063217 Date: 25-Jun-07 Prepared By: DFC Checked By: BAB SUBJECT: STORM WATER SYSTEM LOADS AND PIPE SIZING Reference: 2002 New York State Plumbing Code; Tables 1106.2&1106.3 DESIGN BASISIN/HR RAINFALL INTENSITY PIPE HORIZ DRAIN ROOF DATA SIZE SIZE NO. Length Width AREA(SF) 1l8"/FT 1 90 90 8100 6 8 2 90 90 8100 6 8 3 90 90 8100 6 8 4 90 1 90 1 8100 6 8 TOTAL 32400 HORIZ ROOF PIPE LEADER DRAIN LEADER SIZE NO. NO. SIZE 1/8"iFT 1 1 6 8 2 2 6 8 3 3 6 8 4 4 6 8 TOTAL 12 Value-driven solutions. 10 Airline Dr.,Suite 201■Albany,NY 12205 518.533.2171 ■fax 518.533.2177 www.meengineehng.com JUL.25'2007 14:47 #7859 P.001/005 T /�c �}�,, 302 Washington Avenue Ext. BBLCCamalr ciflam P.O.Bpx 12789 �v Albany,NY 12212 n�l��°��9 �� Phonc: (518)452-82M Fox; (Sl8)456-9563 www.bblinc-corn FACSIMILE TRANSMITTAL S14EET TO: FROM: David Hatin Matthew Roberts C OWANY: DATP: Town of Queens-bury Building Dept DULY 25,2007 FAX NUMBER: TOTAL NO.OF (INCLUDINV COVER); 518-745-4437 5 PROI LCT: Bar Joist Siglage Tribune Media 1,00 NUMBRR: 00003 URGUNT 0 VOR RFVII-M ❑P1,1„1S1? (-0MN1EN'1' ❑1)L1-A%li R1:P1.Y ❑PLF:ASF. RE;.CY(a.F, NOTES/C omMISNTti: David Hatin, Please review the attached standard NY State Bar Joist signage for the above referenced project. Actual signage to be installed at the Tribime office building will depict actual construction type and truss construction.Please contact Mike Robyck or I should this not be sufficient to issue permit.Thank You. Matthew Roberts Protect Manager BBL Construction Services,LLC CC: Pile 'IHR WAY TO BUILD TODAY JUL.25'2007 14:47 #7859 P.002/005 t 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS)#187 TYPE BASED ON SECTION 002 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1" 4 1IV STRODE DESIGNATION FOR STRUCTURAL COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING INCLUDING GIRDERS AND B?AM$ "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN COMPLIANCE WITH 19 NYCRR PART 1264 NOT To,T^E EXAMPLE TRUSS IDENTIFICATION SIGN DATE:03/08/2006 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT a ►m AND ADMINISTRATION JUL.2512007 14:47 #7859 P.003/005 TEXT OF RULE Effective December 29, 2DO4 19 NYCRR Part 1264 Subchapter C of Chapter WIIi of Title 19 of the Official Compilation of Codes, Rules and Regulations of the State of New York is amended by adding a new Part 1264 to read as follows: Part 1264 IDENTIFICATION OF BUILDINGS UTILIZING TRUSS TYPE CONSTRUCTION 1264.1 Introduction. Section 382-a of the Executive Law provides that commercial and industrial buildings and structures that utilize truss type construction shall be marked by a sign or symbol that informs persons conducting fire control and other emergency operations of the existence of truss construction. Section 382-a further directs the State Fire Prevention and Building Code Council to promulgate rules and regulations it deems necessary to carry into effect the provisions of the statute. This Part establishes certain requirements pertaining to the identification of buildings and structures that utilize truss type construction. 1264.2 Enforcement. (a) Subdivision 4 of section 382-a of the Executive Law directs local governments to provide for enforcement of the statute. Enforcement of section 382-a of the Executive Law shall include enforcement of the provisions of this Part. A fee of fifty dollars shall be paid by the owner of a building with truss type construction to the authority having jurisdiction for enforcement of section 382-a of the Executive Law prior to the issuance of a building permit. (b) This Part shall not apply within a city with a population of one million or more persons. 1264.3 Definition. For the purposes of this Part, truss type construction shall mean a fabricated structure of wood or steel, made up of a series of members connected at their ends to form a series of triangles to span a distance greater than would be possible with any of the individual members on their own. Truss type construction shall not include: (1)individual wind or seismic bracing components which form triangles when diagonally connected to the main structural system; and (2)structural components that utilize solid plate web members. 1264.4 Identification of truss type construction. (a) Truss type construction shall JUL.2512007 14:47 #7859 P.004/005 be identified by a sign or signs in accordance with the provisions of this Part. (b) Signs shall be affixed where a building or a portion thereof is classified as Group A, B, E, F, H, 1, M, or S occupancy, and in hotels and motels classified as Group R-1 or R-2 occupancy, in accordance with the provisions for the classification of buildings set forth in chapter 3 of the Building Code of New York State (see 19 NYCRR Part 1221). (c) Signs shall be provided in newly constructed buildings that utilize truss type construction and in existing buildings where an addition that extends or increases the floor area of the building utilizes truss type construction. Signs shall be affixed prior to the issuance of a certificate of occupancy or a certificate of compliance. (d) Signs identifying the existence of truss construction shall consist of a circle 6 inches (152.4 mm) in diameter, with a stroke width of Yi inch (12.7 mm). The sign background shall be reflective white in color. The circle and contents shall be reflective red in color, conforming to Pantone matching system (PMS)#187. Where a sign is directly applied to a door or sidelight, it may be a permanent non-fading sticker or decal. Signs not directly applied to doors or sidelights shall be of sturdy, non-fading, weather resistant material. (e) Signs identifying the existence of truss construction shall contain the roman alphanumeric designation of the construction type of the building, in accordance with the provisions for the classification of types of construction set forth in section 602 of the Building Code of New York State (see 19 NYCRR Part 1221), and an alphabetic designation for the structural components that are of truss construction, as follows: "F" shall mean floor framing, including girders and beams "R"shall mean roof framing "FR" shall mean floor and roof framing The construction type designation shall be placed at the twelve o'clock position over the structural component designation, which shall be placed at the six o'clock position. (f) Signs identifying the existence of truss construction shall be affixed in the locations specified in Table 1-1264. TABLE 1-1264 TRUSS IDENTIFICATION SiGN LOCATIONS Sign location Sign placement Exterior building entrance doors, kttacned to the door, or attached to a exterior exit discharge doors, and ;idelight or the face of the building, not exterior roof access doors to a stairway re than 12 inches (305 mm) orizontally from the latch side of the JUL.2512007 14:47 #7859 P-005/005 t doorjamb, and not less than 42 inches (1067 mm) nor more than 60 inches (1524 mm) above the adjoining walking surface. ultiple contiguous exterior building Attached at each end of the row of doors entrance or exit discharge doors and at a maximum horizontal distance of 2 feet (3.65M) between signs, and not less than 42 inches (1067 mm) nor more ha tt n 60 inches (1524 mm) above the djoinin walkingsurface Fire department hose connections ached to the face of the building, not ore than 12 inches (305 mm) orizontally from the center line of the ire department hose connection, and not less than 42 inches (1067 mm) nor ore than 60 inches (1524 mm) above he adjoining walking surface 0? --Z/7F BBL Construction Services, LLC TRANSMITTAL No. 00090 302 Washington Avenue Ext. Phone: 518-452-8200 Project No: 071001 Albany,NY 12203 BBL Job No: 071001 PROJECT: Tribune Media DATE: 9/20/2007 TO: Kubricky Construction Corp. REF: Water Pressure Test 237 Bay Street Glens Falls,NEW YORK 12801 ATTN: Mike Hayes Phone: 518-792-5864 WE ARE SENDING: SENT FOR: ACTION TAKEN: ❑ Submittals ❑ Approval ❑ Approved as Submitted ❑ Letter Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned ❑ Specifications ❑Attached ❑ Returned for Corrections ❑ Other: ❑Separate Cover Via: ❑ Due Date: Item Copies Date Type Description Submittal Rev Status 01 1 9/17/2007 Water pressure test by Nace Engineering#47450 NEW <:< < Distribution > > > Town of Queensbury Building Dept David Hatin,742 Bay Road,Queensbury,NY 12804 Phone:518-761-8253 FAX:518-745-4437 Tribune Office Building Kevin McDonald,Luzern Road,Glens Falls,NY Phone:518-793-5926 FAX:518-793-5942 CC:File Signed: Nick Sturgis ExNditionU Page i of I 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 September 17, 2007 Job# 47450 Mr. Bruce Ostrander Town of Queensbury Water Dept. 823 Corinth Road Queensbury, NY 12804 Re: BBL Tribune Building Dear Bruce: This is to verify that on August 31 s`and on September 17`h, I witnessed the pressure testing of the new water service for the Tribune Media project on the new connector road. The test on August 31" tested all of the piping up to the shutoff valve on the lateral into the building and was run at 145 psig and the volume loss for the 800 f feet of 8 inch diameter pipe over a 135 minute time period was 0.23 gallons. This is well below the 1.32 gallons allowed per the requirements of AWWA C-600. The test on September 17`h tested the lateral into the building from the shutoff valve to a cap on the building riser. This test was run for two hours at 145 psi and resulted in immeasurable volume loss for the 45 feet of pipe. Therefore all of the water main for this project has passed the pressure testing requirements. Please call me if you have any questions. Sir,��erely, Thomas W. Nace, PE cc: BBL Kubricky Construction U F P 2 0 2007 ' 06/27/2007 08:34 5183994105 JD51VIllt1 COMcheck Software Version 3.4.1 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/21/07 Data filename:G;\ProJects4ribunelEXIT 18 COMCHECK.ock Section 1: Project Information Project Title:881 Exit 18 Office Building Construction Site: Owner/Agent: Designer/Contractor. Ousensbury,NY 12804 Bt3L Construction Services Smith Pollard Architect 302 Washington Ave.Ext, 110 Lake Hill Road Albany,NY 12212 sumt Hills,NY 12027 518-452-8200 51"99-4174 Jhopeck00011ne.com lauragsrnithpollard.com Section 2: General Information Building Location(for weather data)' Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7835 Cooling Degree Days(base 65 degrees F); 366 project Type: Now Construction Vertical Glazing/Wsll Area Pct.: 29% sumanalm Flogt,9�tta Office 66000 Section 3: Requirements Checklist Climate-Specft Requirements: Component NamelOescrlptlon Gross Area Cavity Cont. Proposed Budget or Parimeter R-Value R-Valoo U-Factor U-Factor Roof 1:Metal Roof without Thermal Blocks 33000 0.0 18.5 01052 0,051 Exterior Warr 1:Metal Frame,16"o.c, 19620 12.0 7.5 0.068 0.074 Window 1;Metal Frame with Thermal Brosk_Double Pane with 5477 -- — 0,390 0.520 Low-E,Clear,SHGC 0.63 poor 1_•Glass,Clear,SHOO 0.67 1T5 — 0.390 0.520 Door 2;Solid 28 — --- 0,700 0,120 Door 3;Overhead 56 -- --- 1,00 0.120 Floor 1:Slab-On-Grade-Unheated,Vertical 4 ft. 726 — 10.0 — -- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: 0 1, All Joints and penetrations Are caulked,gasketed,weather-stripped,or otherwise sealed. (32. Windows,doors,and skylights certified es meeting leakage requirements. 3. Component Ft-values&U-factor's labeled as certified, 4. Insulation Installed according to manufacturer's instructions,in substantial contact with the surface being Insulatoo,and In a manner that achieves the rated R-value without compressing the Insulation, 5, Fireplaces installed with fight fitting non-combustible fireplace doors. (36. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers, 851 Exit 18 Office Building Page 1 of 2 ` 06/27/2007 08:34 5183994105 JDSMIIH 7. Cargo doors and loading dock doors are weather sealed. 0 8. Recessed lighting Mures ere:(1)Type IC rated and sealed or gasketed;or(4)Installed Inside an appropriate air tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation materiel. Q 9. Vapor retarder Installed, Section 4: Compliance Statement CorWliance Statement; The proposed envelope design represented in this document is consistent with the building plans,Mecltkations and other calculations submitted with this pertntt apphostion.The proposed envelope system has been designed to meet the New York state Energy Conservation Construction Code requirements in COMOheck Version 3.4,1 and to comply with the mandatory requirements in the Requirements Cheokiist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge. belief,and professional judgment,such plans or specifications are In compliance with this Code. Name-Title signature - - Pate 581 Exit 18 Office Building Page 2 of 2 06/27/2007 08:34 5183994105 JDSMITH PAGE e4 COMcheck Software Version 3.4.1 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date:06/21/07 Data filename:P:12006106�30001083217-001Des-IniolcommchecklEX1T 18 COMCHECK-M-E.cck Section 1: Project Information Project Title:881 Exit 18 Office Building Construction Site: Owner/Agent: Designer/Contmotor, Queensbury,NY 12804 88L Construction Services Smith Pollard Architect 302 Washington Ave.Ext. 110 Lake Hill Road Albany,NY 17212 Burnt Hills,NY 12027 518-452-8200 518-3W4174 Jhopeck@bblinc,com laura@smithpollard.com Section 2: General Information Building Use Description by: Project Type: Now Construction AwldlasLupft Floor.Ana Office 66000 Section 3: requirements Checklist Interior Lighting; 1. Total actual watt must be less than or equal to total allowed watts. Allowed watts Actual watts Complies 85800 63456 YES 2. Exit signs 5 Watts or less per side. Exterior Lighting: 3. Efficacy greater than 45 lumens/W. Excoptlons. Specialized lighting highlighting features of historic buildings:signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching,and Wiring: ❑ 4. Independent controls for each space(switehloccupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. Q 5. Master switch at entry to hotel/motel guest room, l] S. Individual dwelling units separately metered. 0 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions, Only one luminaire in space; An occupant-sensing device controls the area: The area is a corridor,storeroom,restroom,public lobby or guest room: Areas greater than 250 sq,ft, BBI Exit 18 Office Building ��,� Page 3 of 13 Ub/Y1/2007 08:34 5183994105 JDSMITH PAGE 05 8, Automatic lighting shutoff control In spaces greater than 250 sq.ft in buildings larger than 5,000 sq,ft, tarceptions: Areas with only one luminsire,corridors,storerooms,restrooms,or public lobbies. 9. Photocelliastronomical time switch on exterior lights. Exceptions. Lighting intended for 24 hour use. 10,Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts:Luminaires not on 9nme switch. a 1 t.Transformors meet minimum efficiencies listed in Table 605.6.1 or a05.6.2. Section 4: Compliance Statement Compliance Staternent: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMeheck rsion 3.4.1 and to 96mply with the mandatory requirements In the Requirements Checklist. r. J osuatf 5��'�d 6 - �I-o7 Name-Title D _ �. 3fgnature Date V(CE A(/e 1/C�r�c tvc PCB 681Exlt 18 Office Building �� y� Page 4 of 13~MI CJoi<</Znn/ M 34 5183994105 JDSMITH PAGE 06 COMcheck Software Version 3.4.1 Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename:P:12006108-30001063217.001Des-InfolcommeheoktEXIT 18 COMCHECK-M-E.cck Section 1: Allowed Lighting Power Calculation A 6 C D Floor Area Allowed Allowed Watts Watts/ft2 Office 66000 113 85500 Total Allowed Watts= 85800 Section 2: Actual Lighting Power Calculation A B C D E Fixture 10:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ N of Fixture (C X 0) Fixture Fixtures Watt, Ofa6i 148066,sq.tt:). Linear Fluorescent 1:FA:2X4 D/1/46'T5 28W/Electronic 3 500 84 42000 Linear Fluorescent 3:FA:2X4 DA/46"T5 28W/Electronic 3 35 84 2940 Linear Fluorescent 2;FS:2X2 D/I/Other/Electronic 2 106 80 8480 Linear Fluorescent 4;FE/FG:1X4/48"T8 32W(Super T8)/Electronic 2 29 64 1855 Linear Fluorescent 5;FH;2X4 PARABOLIC/48"TO 32W(Super T8)/Electronic 3 26 96 2496 Linear Fluorescent 6:Fl;2X2 PARABOLIC 124"T8U 32W/Electronic 3 11 96 1056 Linear Fluorescent 7:FC;LINEAR PENDANT/48"T5 64W 1 Electronic 3 8 162 972 Linear Fluorescent 8:FF:COVE/46"T5 54W/Electronic 7. 30 108 3240 Compact Fluorescent 1:FD:8'ROUND DOWNLIGHT/Triple 4-pin 26W I 2 a 52 416 Electronic Total Actual Watts= 63456 Section 3: Compliance Calculation If the Total Allowed Watt minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 85800 Total Actual Watts= 83456 Project Compliance= 22344 881 Exit 18 office Building Page 5 of 13 VOI L(t ztou t lJd:34 5183994105 JDSMITH PAGE 07 COMcheck Software Version 3.4.1 Mechanical Compliance Ceftificate New York State Energy Conservation Construction Code Report Date;06/21/07 Data filename: P:12008106-30001063217-00\oes-InfotcommcheokTXIT 18 COMCHECK-M-E,cck Section 1: Project Information Project Title:BBI Exit 18 Office Building Construction Site; Owner/Agent: Designer/Contractor: Queensbury,NY 12804 98L Construction Services Smith Pollard Architect 302 Washington Ave.Ext. 110 lake Hill Road Albany,NY 12212 Burnt Hills,NY 12027 518-452-8200 518-399-4174 ihopeck@)bblinc,com laura@smithpollard,com Section 2: General Information Sullding Location(for weather date): Warren,Now York Climate,Zone; Is Heating Degree Days(base 85 degrees F): 7635 Cooling Degree Days(base 55 degrees F): 366 Project Type: New Construction Section 3: Mechanical Systems List uartti ty AsMm Typo,d,-Descr_Ip00111 1 RTU-1:Heating:Other,Gas/Cooling;Rooftop Package Unit,Capacity>=240-<780 kBtu/h,Air-Cooled Condenser/Multiple-zone 1 RTU-2:Heating:Other,Gas/Cooling;Rooftop Package Unit,Capacity>-240-<760 kS%u/h,Air-Cooled Condenser/Multiple-Zone 1 RTU-3;Heating:Central Furnace,Gas/Cooling:Rooftop Package Una,Gapscity>=90-<135 kBtulh, Air-Cooled Condenser Multiple-Zone 1 RTU-4:Heating:Central Furnace,Gas/Cooling;Rooftop Package Unit,Capacity>=135-<240 k8tu/h, Alr-Cooled Condenser I Multiple-Zone I RTU-5:Heating:Central Furnace,Gas I Cooling:Rooftop Package Unit,Capacity>=135-<240 kBtulh, Air-Cooled Condenser/Multiple-Zone 1 RTU-6A;Heating:Central Furnace,Gas/Cooling:Rooftop Package Una,Capacity>=135-<240 k8tu/h, Alr-Cooled Condenser/Multiple-Zone 1 RTU-68:Heating:Central Furnace,Gaa/Cooling:Rooftop Package Unit,Capacity>=135-<240 ketu/h, Air-Cooled Condenser/Multiple-Zone 1 RTU-7;Heating:Central Furnace,Gas/Cooling:Rooftop Package Una,Capacity>=135-<240 kBtu/h, Air-Cooled Condenser/Multiple-Zone 1 RTU-8:Heating:Central Fumace,Gas/Cooling;Rooftop Packaqe Unit,Capacity>=240-<760 kBtu/h, Alr-Cooled Condenser/Multiple-Zone 3 EUH-1,2,3:Heating;Unit Heater,Electric 4 ECUH:Heating:Unit Heater,Electric 4 CACU:Cooling:Field-Assembled DX System,Capacity>=54-<65 kBtu/h,Air-Cooled Condenser/Single Zone 2 DS-1:Cooling:Field-Assembled DX System,Capacity> 54-<85 k8tu/h,Air-Cooled Condenser/Single Zone 1 WH-1:Service Water Heater Section 4: Requirements Checklist Requirements Specific To: RTU-1 Cj 1. Minimum one temperature control device per zone 881 Exit 16 Oifcam8ullding .,._-•'-�..-�...-..._,�,.-�T,._,._T^^T Page 6 of 13 l7b/L!/Ltou t UU: 34 5183994105 JDSMITH PAGE 08 s 0 2. Equipment minimum efficiency:Rooftop Package Unit:9.3 EER,9.51PLV 0 3. Integrated air economizer required 4. Systems serving more than one zone must be VAV systems 5. Single-duct VAV terminals reduce primary air before reheating 0 6. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room tamp difference Requirements Specific To: RTU-2 : 0 1. Minimum one temperature control device per zone 0 2. Equipment minimum efficiency:Rooftop Package Unit:9.3 EER,9.5 IPLV 0 3. integrated air economizer required 4. Systems serving more than one zone must be VAV systems O 5. single-dud VAV terminals reduce primary air before reheating 0 S. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room tamp difference Requirements Specific To: RTU-3 : 0 1. Newly purchased heating equipment meets the heating efficiency requirements ❑ 2. Minimum one temperature control device per zone ❑ 3. Equipment minimum efficiency:Rooftop Package Unit:10.1 EER. ❑ 4. Integrated air economizer required 5. Systems serving more than one zone must be VAV systems 6. Single-duct VAV terminals reduce primary air before reheating O 1. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference Requirements Specific To: RTU-4: Q 1. Newly purchased heating equipment meets the heating efficiency requirements 0 2. Minimum one temperature control device per zone 3. Equipment minimum efficiency:Rooftop Package Unit:9.5 EER 0 4. integrated air economizer required 0 5. Systems serving more than one zone must be VAV systems © 6. Single-duct VAV terminals reduce primary air before reheating O 7. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference Requirements Specific To: RTU,6: 0 1. Newly purchased heating equipment meets the heating efficency requirements 2. Minimum one temperature control device per zone 0 3, Equipment minimum efficiency;Rooftop Package Unit:9.5 EER 0 4. integrated air economizer required © 5. Systems serving more then one zone must be VAV systems 0 6. Single-dud VAV terminals reduce primary air before reheating O 7. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference Requirements Speclflc To: RTU-6A: D 1. Newly purchased heating equipment meets the heating efficiency requirements 2, Minimum one temperature control device per zone 0 3. Equipment minimum efficiency;Rooftop Package Unit:9.5 EER 0 4. Integrated air economizer required 0 5. Systems serving more than one zone must be VAV systems 6. Single-duct VAV terminals reduce primary air before reheating 0 7. Controls capable of resetting supply air temp(SAT)by 25%of SAT-roam temp difference Requirements Specific To: RTU-613 ; 1. Newly purchased heating equipment meets the heating efficiency requirements 0 2. Minimum one temperature control device per zone Q 3. Equipment minimum efficiency:Rooftop Package Unit;9.5 EER Lj 4, integrated air economizer required 0 5. Systems serving more than one zone must be VAV systems 0 6. Single-duct VAV terminals reduce primary air before reheating 7. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference 681 Exlt 18 Office wilding � -� �� Pegs 7 of 13 �,. 06/27/2007 08:34 5183994105 JDSMITH PAGE 09 Requirements Specific To: RTU-7 : 0 1. Newly purchased heating equipment meets the heating efficiency requirements 2. Minimum one temperature control device per zone 3, Equipment minimum efficiency;Rooftop Package Unit:9.5 EER ❑ 4. Integrated air economizer required 5. Systems serving more than one zone must be VAV systems 0 6. Single-duct VAV terminals reduce primary air before reheating 0 7, Controls capable of resetting supply sir tamp(SAT)by 25%of SAT-room temp difference Requirements Specific To: RTU-8 : 1, Newly purchased heating equipment meets the heating efficiency requirements 2. Minimum one temperature control device per zone 0 3. Equipment minimum efficiency:Rooftop Package Unit:9.3 EER,9.51PLV ❑ 4. Integrated air economizer required 0 5, Systems serving more than one zone must be VAV systems B. Single-duct VAV terminals reduce primary air before reheating 0 7. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room tamp difference Requirements Speck To: EUH-1,2,3 : None Requirements Specific To: ECUH : None Requirements Specific To: CACU : O 1. Specified equipment consists of field-assembled components-efficiency documentation provided Requirements Specific To; DS-1 : 1. specified equipment consists of field-assembled components-efficiency documentation provided Requirements Specific To:WH-1 1. Hest traps in inlevouttet fittings 0 2. 1/2-in.insulation on 8 It of inlet/outlet piping if no Integral heat traps Generic Requirements: Must be met by all systems to which the requirement Is applicable: 1, Load calculations per 2001 ASHRAE Fundomentalo 0 2. Plant equipment and system capacity no greater than needed to meet loads Exception:Standby equipment automatically off when primary system is operating Exception;Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidifiestion/dehumldification system ❑ 5. Thermostatic controls has 5 degrees F deadband - Exception;Thermostats requiring manual changeover between hosting and cooling 8. Automatic Controls;Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup Exception;Continuously operating zones Exception;2 kw demand or less,submit calculations © 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow�3.000 cfm 8, Ovtside-air source for ventilation;system capable of reducing OSA to required minimum 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly • Exception:Ducts located within equipment Exception:Ducts with Interior and exterior temperature difference not exceeding 15 degrees F. O 10.Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181E tapes and mastics 0 11.Machanical fasteners end sextants used to connect ducts and air distribution equipment 12,Hot water pipe insulation;1 In.for pipes 1,5 in.and 2 in.for pipes>,1.5 In,Chilled water/refrigeranvbrine pipe insulation:1 In.for pipes<T1,5 in,and 1.5 in,for pipes>1.5 In,Steam pipe insulation:1.5 in.for pipes<=1,5 In.and 3 in.for pipes>1.5 in. Exception:Piping within HVAC equipment BHl Exit 18 Office Building-_-� Page 6 of 13 - 06/27/2007 08:34 5183994105 JDSMITH PAGE 10 - Exception;Fluid temperatures between 55 and 105 degrees F - Exception:Fluid not heated or cooled Exception:Runouts<4 ft in length O 13.Operetion and maintenance manual provided to building owner 94.8slancing devices provided in accordance with 603.15 of Mechanical Code for New York State O 15.Newly purchased service water heating equipment meets the eificieney requirements 16,water heater temperature controls;110 degrees F for dwelling units or 90 degrees F for other occupancies O 17,Stair and elevator shaft vents ere equipped with motorized dampers Section 5: Compliance Statement Compliance Statement The proposed mechanical design represented In this document is consistent with the building plans. speclficationa and other calculations submitted with this permit application,The proposed mechanical systems have been designed to most the New York State Energy Conservation Construction Code requirements in COMcheck V Ion 3.4.1 and to comply with the mandatory requirements in the Requirements Checklist. F• Jo5jepo _5 1V- r o - A ! - 0'7 Name-Title T � Signature Date » /K/V �G BBI Exit 18 Office Building Pape 9 of 13.»»� ` 06/27/2007 08:34 5183994105 JDSMITH PAGE 11 COMcheck Software Version 3.4.1 Mechanical Requirements Description New York State Energy Conservation Construction Code Repoli Date: Data filename: P;12006k06-30001053211-000es-infolcommohecklEXiT la COMCHECK-M-E.eek The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: RTU-1 1. Each zone of a multiple-zone system must have Its own temperature control device. 2. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency:Rooftop Package Unit:9.3 EER,9.5 IPIV 3. An integrated air economizer is required for Individual cooling systems over 65 kBtu/h in the selected climate.An Integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 4. Systems serving multiple thermostatic control zones must be variable-flow,systems.Zone terminal controls must reduce the flow of primary supply air before reheating,retooling,or mixing air streams. 5. The specified multiple-zone system is equipped with single-duct VAV terminals.These terminals must be equipped with dampers, air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. ti. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. Requirements Specific To: RTU-2 : 1, Each zone of a multiple-zone system must have its own temperature control device, 2. The specified heating and/or cooling equipment Is covered by New York State Energy Conservation Code and must meet the following minimum efflciency;Rooftop Package Unit:2.3 EER,9.5 IPIV 3, An integrated air economizer Is required for individual Cooling systems over 65 kBtulh In the selected climate.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 4. Systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the flow of primary supply air before reheating,retooling,or mixing air streams. 5. The specified multiple-zone system Is equipped with single-duct VAV terminals.These terminals must be equipped with dampers, air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. 6. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25"/ of the difference between the design supply air temperature and the design room temperature. Requirements Specific To: RTU-3 : 1. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed Now York State Energy Conservation Code requirements for equipment efficiency. 2. Each zone of a multiple-zone system must have Its own temperature control device. 3. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency:Rooftop Package Unit;10.1 EER 4. An integrated air economizer is required for Individual cooling systems over e5 kStulh In the selected climate.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling, 5. systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the now of primary supply air before reheating,retooling,or mixing air streams, 6, The specified multiple-zone system is equipped with single-duct VAV terminals.These terminal$must be equipped with dampers, air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. 7. Multiple-zone systems must include controls capable of resetting the aupply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. Requirements Specific To: RTU-4 : 1, The specified heating equipment is covemil by Federal minimum efficiency requirements.New egvipmant or this typr.can be assumed to meet or exceed Now York State Energy Conservation Code requirements ror equipment efficiency, 2. Each zone of a multiple-zone system must have its own temperature control device, 3. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency:Rooftop Package Unit;9.5 EER BBI Exit 16 Office Building �..y, �m..�.,..'..., Page 10 of 13� b8:34 5183994105 JDSMITH PAGE 12 4. An Integrated air economizer Is required for individual cooling systems over 65 k8tulh in the selected climate.An integrated economizer allows simultaneous operation of outdoor-eir and mechanical cooling, 5. Systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the flow of primary supply air before reheating,retooling,or mixing air streams. 6. The specified multiple-zone system is equipped with Vngie-duct VAV terminals.These terminals must be equipped with dampers, air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. 7. Multiple-zone systems must Include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. Requirements Specific To: RTU-S : I, The specified heating equipment Is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. Each zone of a multiple-zone system must have Its own temperature control device. 3. The specifed heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency:Rooftop Package Unit:9.5 EER 4. An Integrated air economizer is required for individual cooling systems over 65 k8lu/h in the selected climate,An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 5. Systems serving multiple thermostatic control zones must be varlable-flow systems.Zone terminal controls must reduce the flow of primary supply air before reheating,retooling,or mixing air streams. 6. The specified multiple-zone system Is equipped with single-duct VAV terminals.These terminals must be equipped with dampers, air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. 7. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. Requirements Speck To: RTU-6A : 1. The specified heating equipment is covered by Federal minimum efficiency requirements,New equipment or this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. Each zone of a multiple-zone system must have Its own temperature control device, 3. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency:Rooftop Package Unit:9.5 EER 4. An integrated air economizer is required for Individual cooling systems over 65 kBtu/h in the selected climate.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 5. Systems serving multiple thermostatic control zones must be variable-flow systems,Zone terminal controls must reduce the flow of primary supply air before reheating,retooling,or mixing air streams. 5, The specified multiple-zone system is equipped with single-duct VAV terminals.These terminals must be equipped with dampers, air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. 7. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 259/6 of the difference between the design supply air temperature and the design room temperature. Requirements Speck To: RTU-68 : 1. The specified heating equipment Is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. Each zone of a multiple-zone system must have its own temperature control device. 3. The specified heating and/or cooling equipment Is covered by New York State Energy Conservation Code and must most the following minimum efflclency:Rooftop Package Unit:9.5 EER 4. An Integrated air economizer is required for Individual cooling systems over 65 kOtu/h in the selected climate.An Integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 5. Systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the flow of primary supply air before reheating,retooling,or mixing air streams. S. The specified muitlpie-zone system is equipped with single-duct VAV terminals,These terminals must be equipped with dampers, air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. 7. Multiple-zone systems must includo controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. Requirements Specific To: RTU-7 : 1. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency, 2, Each zone of a multiple-zone system must have its own temperature control device, 3. The specified heating and/or cooling equipment Is covered by New York State Energy Conservation Code and must moot the following minimum efficiency:Rooftop Package Unit:9.5 EER 4. An integrated air economizer is required for individual cooling systems over 65 kBtu/h In the selected climate.An integrated oconomizer allows simuitaneous operation of outdoor-air and moGhanicai cooling. 5. Systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the flow of primary supply air before reheating,retooling,or mixing air streams, 6, The specified multiple-zone system Is equipped with single-duct VAV terminals,These terminals must be equipped with dampers, air valves,or other meant;to reduce the supply of primary supply air to a minimum prior to reheating, 551 Exit 18 Office Building �� _ Page 11 of 13 -�• _--I 04 OI UJ3 1'34105 JDSMITH PAGE 13 7, Multiple zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature, Requirements Specific To_ RTU-8 : f. The specified heating equipment is eoverod by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2, Each zone of a multiple-zone system must have its own temperature control device. 3. The specified heating and/or cooling equipment is oovered by New York State Energy Conservation Code and must meet the following minimum efficiency'Rooftop Package Unit,9.3 EER,9.5 IPLV 4. An integrated air economizer is required for Individual cooling systems over 65 kBtulh in the selected climate.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 5. Systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the Row of primary auppty air before reheating,rocooling,or mixing air streams. 8. The specified multiple-zone system is equipped with single-duct VAV terminals.These terminals must be equipped with dampers, air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating, 7. Multiple-zone systems must inOude controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. Requirements Specific To: EUH-1,2,3 None Requirements Specific To: ECUH : None Requirements Specific To: CACU : 1. The specified cooling system consists of field-assembled components.Documentation must be submitted showing the system meets New York State Energy Conservation Code equipment efficiency requirements for a comparable package equipment type and capacity range. Requirements Specific To: OS-1 1, The specified cooling system consists of fkeld•assembled components.Documentation must be submitted showing the system meets New York state Energy Conservation Code equipment efficiency requirements for a comparable package equipment type and capacity range. Requirements Specific To:WH-1 1. Heat traps are required on noncirWating water heating systems on both inlet and outlet connections.Heat traps may be purchased or flold-fabricated by creating a loop or Inverted U-shaped arrangement on the inlet and outlet pipes. 2, Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories;a) the first 8 ft of outlet piping from any constant-temperature,noncircu)ating storage systemb)the Inlet piping between the storage tank and a heat trap in a nonclrculating storage systemPipe insulation must be at least 112 in,and have a conductivity no>0.28 Btu-inl(h-ft2-degrees F), Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads,A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. Exception;The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Excepton:Multiple units of the same equipment type whose combined capacltles exceed the calculated load are allowed If they are provided with controls to sequence operation of the unfts as the bad increases or decreases, 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have Its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadbond(a range of temperature where no heating or cooling Is provided), - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criterlwa)capable of setting back tamperaturn to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulese)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at►east 1p hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate Continuously. tiBl Exit 18 Office Building .�..�.,.._,�.�..-. �.�._.w-......�........_.--. — � Page 12 of 13 _. �ia�7741E7b JD MITH PAGE 14 Exception:A setback or shutoff control is not required on systems total energy demand of 2 kW(6,826 Stulh)or less. 7, outdoor-air supply system,with design airflow rates>3,O00 cfm of outd r air and all exhaust systems must have dampers that are automatically closed while the equipment Is not operating. S. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.if the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air now to the minimum required levels. 9. Air ducts must be Insulated to the following levels:a)Supply and return air ducts for conditioned air located In unconditioned spaces (apse"neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated gorages.b)Supply and return air ducts and plenums must be insulated to a minimum of R•8 when located outside the bullding.e)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. Exception:Dud insulation is not required on ducts located within equipment. Exception:Duct Insulation Is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10, All joints,longitudinal and transverse seams,and connections In ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 15113. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to tans and other air distribution equipment,Including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems;1 in,for pipes <�1 112-in.nominal diameter 2 In.for pipes;-1 112•ln.nominal diameter,Chilled water,refrigerant,and brine piping systems;1 in. Insulation for pipes<=1 1174n.nominal diameter 1 112 In.Insulation for pipes>1 U24n.nominal diameter.Steam piping:1 112 in. insulation for pipes<=1 112•in,nominal diameter 3 in.insulation for pipes>1 112,1n,nominal diameter, Exception;Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception,Pipe Insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception;Pipe insulation Is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve end HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following Informatipma) equipment capacity(Input and output)and required maintenance actioneb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration Information,including wiring diagrams,schematics,and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commented)complete narrative of how each system is Intended to operate. 14, Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices Include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 15, Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State Energy Conservation Code.New service water heating equipment can be assumed to meet these requirements. 16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. 17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during norms[ building operation and interlocked to open as required by fire and smoke detection systems.AIi gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use.Exceptions;-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. BBI Exit 18 Office Building �� •�-�Page 13 of 13 NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 June 4, 2008 Job #474503 Mr. Craig Brown Zoning Administrator, Code Compliance Officer Town of Queensbury 745 Bay Road Queensbury, NY 12804 Re: Site Plan No. 18-2007 BBL Tribune Media Building Dear Craig: This letter is to confirm that Jim Miller and I have made periodic inspections of the sitework for Tribune Media on Media Drive. Based on these inspections I believe that the construction was performed in substantial conformance with the approved plans that are on file in the Town offices. Please call me if you have any questions or concerns. Sincerely, Thomas W. Nace, P.E. cc: Matt Roberts, BBL Structural Calculations for Exit 18 Office Building SPA Job No. V06.148 June 25, 2007 Prepared for: BBL Construction Services Prepared By: Stroud, Pence & Associates, Ltd. Structural Engineers 5032 Rouse Drive Suite 200 Virginia Beach, Virginia 23462 PROJECT: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 STROUD, PENCE&ASSOCIATES, LTD SUBJECT: Summary SHEET: CONSULTING STRUCTURAL ENGINEERS PROJECT SUMMARY: PROJECT TITLE: Tribune Media Services LOCATION (CITY, STATE): Queensbury, New York CLIENT: BBL Construction Services CONTACT: PROJECT BUDGET: STRUCTURAL BUDGET: SPA FEE: 35% DUE DATE: 90% DUE DATE: 100% DUE DATE: BUILDING CODE: ASCE 7-98 New York State Building Code, 2000 Edition select BUILDING OFFICIAL OR GOVERNING REVIEW BOARD: CONTACT: CONTACT PHONE: CONTACT EMAIL: LIST ANY SPECIAL LOCAL PROVISIONS REQUIRED: ARE SPECIAL INSPECTIONS REQUIRED BY BUILDING CODE OR OFFICIAL? select PROJECT: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 STROUD, PENCE&ASSOCIATES, LTD SUBJECT: Project Team SHEET: CONSULTING STRUCTURAL ENGINEERS PROJECT TEAM: PRINCIPAL-IN-CHARGE: Janet Webster PROJECT ENGINEER: STAFF ENGINEER: Orion English LEAD CAD TECHNICIAN: Bill Smith QUALITY CONTROL CHECK: CLIENT: CONTACT: PHONE: EMAIL: OWNER: CONTACT: PHONE: EMAIL: ARCHITECTURAL FIRM: CONTACT: PHONE: EMAIL: GEOTECHNICAL ENGINEER: CONTACT: PHONE: EMAIL: CIVIL ENGINEER: CONTACT: PHONE: EMAIL: MECHANICAL ENGINEER: CONTACT: PHONE: EMAIL: ELECTRICAL ENGINEER: CONTACT: PHONE: EMAIL: OTHER CONSULTANT: CONTACT: PHONE: EMAIL: OTHER CONSULTANT: CONTACT: PHONE: EMAIL: OTHER CONSULTANT: CONTACT: PHONE: EMAIL: OTHER CONSULTANT: CONTACT: PHONE: EMAIL: #REF! PROJECT: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 x A< L\\ STROUD, PENCE&ASSOCIATES, LTD SUBJECT: Building Info SHEET: CONSULTING STRUCTURAL ENGINEERS BASIC BUILDING INFORMATION: BUILDING CODE: ASCE 7-98 BUILDING SQUARE FOOTAGE: 64,800 ft2 NUMBER OF STORIES: 2 NATURE OF OCCUPANCY: CATEGORY II USE GROUP: TYPE OF CONSTRUCTION: unprotected UL NUMBERS: FLOORS: ROOF: COLUMNS: OTHER: OTHER: OTHER: OTHER: EXPANSION JOINT REQUIRED: No PROJECT: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 STROUD, PENCE&ASSOCIATES, LTD SUBJECT: Roof Loads SHEET: CONSULTING STRUCTURAL ENGINEERS ROOF GRAVITY LOADS DESCRIBE GENERAL GRAVITY RESISTING 1 1/2" steel roof deck spans to K series joists SYSTEM: supported by wide flange beams DEAD LOADS: WEIGHT: ROOFING: Single Ply EPDM Membrane 2 psf INSULATION: 3 1/2" Roof Insulation 5 psf M/SC/MECH: Mechanical Duct Allowance 4 psf CEILING: Suspended Accustical Ceiling Tile 2 psf JOISTS: Steel Allowance 5 psf DECK: 1 1/2"x 22 Gage Type B painted deck 2 psf OTHER: psf OTHER: psf OTHER: psf OTHER: psf TYPICALROOF DEAD • • • 20 LIVE LOADS: MIN. ROOF LIVE LOAD PER CODE: 20 psf office Standard-min. 20 psf SPECIAL LIVE LOADS: Area: use psf use psf SNOW LOAD Pf = 49 psf CONTROLLING ROOF LIVE LOAD: 49� PROJECT: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 XA'� STROUD,PENCE&ASSOCIATES,LTD SUBJECT: Floor Loads SHEET: CONSULTING STRUCTURAL ENGINEERS FLOOR GRAVITY LOADS LOCATION: Typical DESCRIBE GENERAL GRAVITY 1 1/2"Steel deck+ 3 1/2" N.W. concrete span to K series RESISTING SYSTEM: joists that are supported by steel wide flange beams DEAD LOADS: WEIGHT: SLAB: 4" NW concrete slab 43 psf DECK. 1 1/2"x 22 gage type B painted deck(included) psf JOISTS: Steel Allowance 5 psf FINISHES: Suspended Accustical Ceiling Tile 2 psf MISC/MECH: Mechanical Duct Allowance 4 psf OTHER: Floor Finish Cover 1 psf OTHER: psf OTHER: psf OTHER: psf • •• - • • • • • • 55� MINIMUM DESIGN LIVE LOADS PER CODE: OCCUPANCY OR USE: TYPICAL FLOOR: psf OTHER: Office 50 psf OTHER: Partitian allowance 20 psf OTHER: Corridors 80 psf OTHER: Lobby 100 psf OTHER: Stairways 100 psf OTHER: psf OTHER: psf • • - • • • 50� IS LIVE LOAD REDUCTION APPLICABLE PER BUILDING CODE? Yes REFER TO SPECIFIC CALCULATIONS FOR APPLICATION OF LIVE LOAD REDUCTION. PROJECT: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 STROUD, PENCE&ASSOCIATES, LTD SUBJECT: Snow Load SHEET: zj CONSULTING STRUCTURAL ENGINEERS SNOW LOAD SUMMARY SNOW LOADS ARE CALCULATED PER THE PROVISIONS OF THE GOVERNING BUILDING CODE. LOCATION (CITY, STATE): Queensbury, New York SNOW EXPOSURE FACTOR: Exposure on roof: Fully Terrain Category: B Ce= 1.0 SNOW THERMAL FACTOR: Ct= 1.00 SNOW IMPORTANCE FACTOR: Category: 11 1 = 1 GROUND SNOW LOAD: P9 = 70 (psfl MINIMUM FLAT ROOF SNOW LOAD: Pf= 49 (psfl SLOPE FACTOR: Surface: Unobstructed Slippery Roof Slope: 0 degrees Roof Type: WARM Ct< 1 Cs= 1 RAIN ON SNOW SURCHARGE: DOES THE MINIMUM FLAT ROOF DESIGN LOAD NEED TO BE INCREASE FOR A RAIN ON SNOW SURCHARGE LOAD? No SURCHARGE LOAD = 0 (psfl :MINIMUM FLAT ROOF SNOW LOAD: Pf= 49 CALCULATIONS FOR SNOW DRIFTS ARE INCLUDED IN OTHER SECTIONS OF THE PROJECT CALCULATIONS WHERE APPLICABLE. ► PROJECT X, j, PROD No.: STROUD, PENCE & PREPARED BY: DATE: ASSOCIATES, LTD. __�_ 7- V/CHECKED BY: -- -SHEET NO.: Structural Engineers SUBJEC7 7 / 0 2( 7o) 707o F 6 y C A 7 pcxr 5, 7 C �2 C"r lO. 6 PROJECT: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 STROUD,PENCE&ASSOCIATES, LTD SUBJECT: Lateral Loads SHEET: XA CONSULTING STRUCTURAL ENGINEERS LATERAL LOADS DESCRIBE GENERAL LATERAL LOAD RESISTING SYSTEM: SEISMIC LOAD SUMMARY SEISMIC LOADS ARE CALCULATED PER THE PROVISIONS OF THE GOVERNING BUILDING CODE. Site Class: D Use Group: II Building Category: II Spectral Response, Ss: 0.275 Spectral Response, Sj: 0.077 Site Coefficient, Fa: 1.58 Site Coefficient, F,,: 2.4 Maximum Spectral Response, SMS: 0.435 Maximum Spectral Response, SM,: 0.185 Design Spectral Response, SDS: 0.290 Design Spectral Response, Spt: 0.123 Design Category based on Short Spectral Response: B Design Category based on 1 Sec Spectral Response: B Use Design Category:� WIND LOAD SUMMARY WIND LOADS ARE CALCULATED PER THE PROVISIONS OF THE GOVERNING BUILDING CODE. Enclosure Classification: select Building Category: II Roof Shape: select Basic Wind Speed: Wind Importance Factor: Wind borne debris region? select Exposure Category select Main St,Queensbury,Warren,New York 12804,United States-Go... http://maps.google.com/maps?f--q&hl=en&geocode=&q=Main+St,... Address Main St G0981c Queensbury, NY 12804 u mermen Ave Sturman Avc 3 S� . — s Cni Harris St t is ewon dt N �'. 'tAont�alm Onille'�' Playground ' w_ m ,i M¢ntca�m Glens Falls y D Q Y. Hospital x ,c .� . C6 4 ro. d p �olutnj�m Ave -� a m; Ne.w SS w'I dy ` 'f 1st St _ + 1st St _ _ Murray y� - -" - - y` m +- 5rreot Part; l uzerne Rd d�fi . Y nd- � m 2nd St a m• -- � �1f�rr StAlphonsus ' ay Lp 3rd St , Gemeiery o a a am 3t a - 4th 5-- '2 t es Stewart Ave 2 A r r �; T. thjpSdSrd St.ur dam f canklln St. cly Dudi�y 5t, s Gtk t o ,m d m Boylston St- - St E Beacon St u' - `rl Tremont St_ ate St ` . Fo {y�. 't0 51 d +11 t d t { k M 1 '71t y 1 t i 1 — N �q7 eagle , Map data @2007 NAVTEQ 1 of 1 6/25/2007 2:50 PM Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 12804 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.275 Ss, Site Class B 1.0 0.077 S1, Site Class B Period Maximum Sa (sec) (g) 0.2 0.290 Ss, Site Class B 1.0 0.080 S1, Site Class B Period Minimum Sa (sec) (g) 0.2 0.269 Ss, Site Class B 1.0 0.076 S1, Site Class B Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 12804 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.58 ,Fv = 2.4 Period Sa (sec) (g) 0.2 0.434 SMs, Site Class D 1.0 0.185 SM1, Site Class D Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 12804 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 (sec) (g) 0.2 0.290 SDs, Site Class D 1.0 0.124 SD1, Site Class D Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 12804 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.275 Ss, Site Class B 1.0 0.077 S1, Site Class B Period Maximum Sa (sec) (g) 0.2 0.290 Ss, Site Class B 1.0 0.080 S1, Site Class B Period Minimum Sa (sec) (g) 0.2 0.269 Ss, Site Class B Site Class D - Fa = 1.58 ,Fv = 2.4 JOB: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 STROUD, PENCE&ASSOCIATES, LTD SUBJECT: steel SHEET: CONSULTING STRUCTURAL ENGINEERS STEEL Structural steel shall comply with the specifications listed below. ITEM: DESIGN STANDARD: STEEL DESIGN CODE: ASD Ninth Edition BEAMS: Fy= 50 (ksi) ASTM A-572 COLUMNS: Fy= 46 (ksi) ASTM A-572 GIRTS: Fy= 50 (ksi) ASTM A 500 Shaped Grade B MISC STEEL SHAPES, ASTM A 36 (ANGLES, PLATES, CHANNELS, BARS) Fy= 36 (ksi) ANCHOR BOLTS (TYPICAL) Fy= select (ksi) ASTM A 307 ANCHOR BOLTS (HIGH STRENGTH) Fy= select (ksi) ASTM A 307 COLD FORMED TUBE ASTM A 500 Shaped Grade B STEEL Fy= 46 (ksi) PIPE STEEL Fy= select (ksi) ASTM A 53 Type E STEEL JOISTS Steel Joist Institute STEEL DECK Steel Deck Institute COLD-FORMED METAL FRAMING AISI "Cold-Formed Steel Design Manual' WELDING E = E60xx AWS D1.1 "Structural Welding Code All connections shall be AISC Type 2 "Standard Framed Beam Connections"with ASTM A 325 Bolts, designed for the uniform load constants for laterally supported beams given in part 2 of the "Manual of Steel Constriction, Allowable Stress Design". High strength bolts may be tightened to the"snug tight" condition in lieu of full pretensioning, unless noted otherwise. MOMENT CONNECTION TYPE: Flexible Type 2 or PR JOB: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 STROUD, PENCE&ASSOCIATES, LTD SUBJECT: Concrete SHEET: CONSULTING STRUCTURAL ENGINEERS CONCRETE CONCRETE DESIGN CODE: ACI 318-95 PRECAST CONCRETE DESIGN CODE: PRESTRESSED CONCRETE: unit ITEM: fc(ksi)at 28 days weight fy(ksi) (Pcf) GRADE BEAMS 3 150 COLUMN AND WALL FOOTINGS: 3 150 FOUNDATION WALLS: 3 150 PILES : 3 150 PILECAPS: 3 150 SLAB-ON-GRADE: 3 150 WALLS: NIA BEAMS: COLUMNS: ELEVATED SLABS: OTHER: OTHER: OTHER: JOB: Tribune Media Services DESIGNER: NO: V06-148 CHECKED BY: DATE: Jun-07 STROUD,PENCE&ASSOCIATES, LTD SUBJECT: Masonry SHEET: CONSULTING STRUCTURAL ENGINEERS MASONRY MASONRY DESIGN CODE: ACI 530-99 CONCRETE MASONRY UNITS: normal weight ASTM STANDARD: ASTM C90 28-day COMPRESSIVE STRENGTH: fm= 1500 psi MODULUS OF ELASTICITY: Em = 2080 ksi BOND: select GROUT: ASTM STANDARD: ASTM C-476 28-day COMPRESSIVE STRENGTH: fc= 2000 psi VERTICAL REINFORCING STEEL: ASTM STANDARD: ASTM A-615 YIELD STRENGTH: fy= 60 ksi HORIZONTAL JOINT REINFORCING STEEL: ASTM STANDARD: ASTM A153, Class B-2 SIZE: 9 gage TYPE: select Echo of Input Data RAM Manager vl 1.1 g .1 MRDataBase: V06 06/25/07 15:51:03 Building Code: IBC Layout Types: 2nd Main Roof Tables Selected: Deck Table: ramdecks Master Steel Table: ramaisc Default Steel Table: ramaisc Alternate Steel Table: ramaisc Default Joist Table: Ramsji Alternate Joist Table: ramsji Column Steel Table: ramaisc Reinforcement Table: RAMASTM Pan Form Table: RamCECO Story Data: Level Story Label Layout Type Height (ft) 2 Roof Roof 13.667 1 Second 2nd 13.333 Noncomposite Deck Properties: ID Self-Weight psf NA 0.00 Load Properties: Surface: ID DL Constr DL LL Reduction Constr LL Mass DL psf psf psf Type psf psf Corridor 55.0 0.0 80.0 Reducible 0.0 0.0 Lobby 55.0 0.0 100.0 Unreducible 0.0 0.0 Stairs 55.0 0.0 100.0 Unreducible 0.0 0.0 Office 75.0 0.0 50.0 Reducible 0.0 0.0 Roof 20.0 0.0 20.0 Roof 0.0 0.0 Line: ID DL Constr DL LL Reduction Constr LL Mass DL k/ft k/ft k/ft Type k/ft k/ft 2nd Line X 0.125 0.000 0.000 Reducible 0.000 0.675 2nd Line Y 0.125 0.000 0.000 Reducible 0.000 0.675 Point: ID DL Constr DL LL Reduction Constr LL Mass DL kips kips kips Type kips kips Top Stair 0.980 0.000 2.000 Unreducible 0.000 0.000 Echo of Input Data Fil RAM Manager vl 1.1.1 Page 2/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATO jAl Building Code: IBC ID DL Constr DL LL Reduction Constr LL Mass DL Landing 1.800 0.000 3.600 Unreducible 0.000 0.000 El Stair L Top 0.650 0.000 1.300 Unreducible 0.000 0.000 El Stair R Top 1.000 0.000 2.000 Unreducible 0.000 0.000 El Stair Center 2.700 0.000 5.300 Unreducible 0.000 0.000 Snow: ID Type Magnitude 1 Magnitude 2 Magnitude 3 psf psf psf Snow Constant 49.00 --- --- Drift Snow Canopy Drift 101.20 101.20 49.00 Drift Snow Parapet Drift 92.40 92.40 49.00 Grid Systems: System Label Type X Offset Y Offset Rotation ft ft Main Orthogonal 0.000 0.000 0.00 Grids: System: Main X Grids Label X Min Y Max Y ft ft ft * -5.5000 ---- ---- 1 0.0000 ---- ---- 2 30.0000 ---- ---- 3 60.0000 ---- ---- 3.7 83.0000 ---- 10.0000 4 90.0000 ---- ---- 4.3 97.0000 ---- 10.0000 4.6 112.4844 ---- 10.0000 5 120.0000 ---- ---- 6 150.0000 ---- ---- 7 180.0000 ---- ---- Y Grids Label Y Min X Max X ft ft ft H -5.5000 ---- ---- G 0.0000 ---- ---- F.2 24.6302 ---- ---- F 30.0000 ---- ---- E 60.0000 ---- ---- D 90.0000 ---- ---- C 120.0000 ---- ---- B.6 129.0000 ---- 25.0000 B 150.0000 ---- ---- fil RAM Manager vl 1.1.1 Echo of Input Data Page 3/42 RAM DataBase: V06 06/25/07 15:51:03 NTERNATIONAL Building Coder IBC Y Grids Label Y Min X Max X A 180.0000 ---- ---- DATA FOR FLOOR TYPE: 2nd Grid Systems: Main Columns: ID X Y Shape Orientation Param* Max% Frame ft ft Angle ksi LLRed Type 1 180.000 60.000 T 0.00 46.0 None Lateral 2 180.000 90.000 T 0.00 46.0 None Lateral 3 180.000 120.000 T 0.00 46.0 None Lateral 4 180.000 150.000 T 0.00 50.0 None Lateral 5 180.000 180.000 T 0.00 46.0 None Gravity 6 150.000 180.000 T 0.00 46.0 None Lateral 7 120.000 180.000 T 0.00 46.0 None Lateral 8 90.000 180.000 T 0.00 46.0 None Lateral 9 60.000 180.000 T 0.00 46.0 None Lateral 10 30.000 180.000 T 0.00 46.0 None Lateral 11 0.000 180.000 T 0.00 46.0 None Gravity 12 0.000 150.000 T 0.00 46.0 None Lateral 13 0.000 120.000 T 0.00 46.0 None Lateral 14 0.000 90.000 T 0.00 46.0 None Lateral 15 0.000 60.000 T 0.00 46.0 None Lateral 16 0.000 30.000 T 0.00 50.0 None Lateral 17 0.000 0.000 T 0.00 46.0 None Gravity 18 30.000 0.000 T 0.00 46.0 None Lateral 19 60.000 0.000 T 0.00 46.0 None Lateral 21 120.000 0.000 T 0.00 46.0 None Lateral 22 150.000 0.000 T 0.00 46.0 None Lateral 23 180.000 0.000 T 0.00 46.0 None Gravity 24 180.000 30.000 T 0.00 46.0 None Lateral 25 30.000 30.000 T 0.00 46.0 None Lateral 26 30.000 60.000 T 0.00 46.0 None Lateral 27 30.000 90.000 T 0.00 46.0 None Lateral 28 30.000 120.000 T 0.00 46.0 None Lateral 29 30.000 150.000 T 0.00 46.0 None Lateral 30 60.000 30.000 T 0.00 46.0 None Lateral 31 60.000 60.000 T 0.00 46.0 None Lateral 32 60.000 90.000 T 0.00 46.0 None Lateral 33 60.000 120.000 T 0.00 46.0 None Lateral 34 60.000 150.000 T 0.00 46.0 None Lateral 35 90.000 30.000 T 0.00 46.0 None Lateral 36 90.000 60.000 T 0.00 46.0 None Lateral 37 90.000 90.000 T 0.00 46.0 None Lateral Echo of Input_ Data RAM Manager vl 1.1.1 Page 4/42 RAM DataBase: V06 06/25/07 15:51:03 IWERNATK)IJAL Building Code: 1BC ID X Y Shape Orientation Param* Max% Frame 38 90.000 120.000 T 0.00 46.0 None Lateral 39 90.000 150.000 T 0.00 46.0 None Lateral 40 120.000 30.000 T 0.00 46.0 None Lateral 41 120.000 60.000 T 0.00 46.0 None Lateral 42 120.000 90.000 T 0.00 46.0 None Lateral 43 120.000 120.000 T 0.00 46.0 None Lateral 44 120.000 150.000 T 0.00 46.0 None Lateral 45 150.000 30.000 T 0.00 46.0 None Lateral 46 150.000 60.000 T 0.00 46.0 None Lateral 47 150.000 90.000 T 0.00 46.0 None Lateral 48 150.000 120.000 T 0.00 46.0 None Lateral 49 150.000 150.000 T 0.00 46.0 None Lateral 50 0.000 129.000 T 0.00 46.0 None Gravity 51 -5.500 129.000 T 0.00 46.0 None Gravity 52 -5.500 120.000 T 0.00 46.0 None Gravity 53 83.000 0.000 T 0.00 46.0 None Gravity 54 83.000 -5.500 T 0.00 46.0 None Gravity 55 97.000 -5.500 T 0.00 46.0 None Gravity 56 97.000 0.000 T 0.00 46.0 None Gravity 58 112.484 17.927 T 0.00 46.0 None Gravity * Parameter: Steel - Fy Concrete- f c Other- E Beams: ID Xi Yi Xi Yj Param* Max% Type Frame User ft ft ft ft ksi LLRed Type Size 1 120.000 180.000 150.000 180.000 50.0 None NonC Gravity W21X44 2 90.000 180.000 120.000 180.000 50.0 None NonC Gravity W21X44 3 0.000 180.000 30.000 180.000 50.0 None NonC Gravity W21X44 4 30.000 180.000 60.000 180.000 50.0 None NonC Gravity W21X44 5 60.000 180.000 90.000 180.000 50.0 None NonC Gravity W21X44 6 150.000 180.000 180.000 180.000 50.0 None NonC Gravity W21X44 7 180.000 0.000 180.000 30.000 50.0 None NonC Gravity W14X22 8 180.000 30.000 180.000 60.000 50.0 None NonC Gravity W14X22 9 180.000 60.000 180.000 90.000 50.0 None NonC Gravity None 10 180.000 90.000 180.000 120.000 50.0 None NonC Gravity W14X30 11 180.000 120.000 180.000 150.000 . 50.0 None NonC Gravity None 12 180.000 150.000 180.000 180.000 50.0 None NonC Gravity W14X22 13 0.000 0.000 30.000 0.000 50.0 None NonC Gravity W21X44 14 30.000 0.000 60.000 0.000 50.0 None NonC Gravity W21X44 17 120.000 0.000 150.000 0.000 50.0 None NonC Gravity W21X44 18 150.000 0.000 180.000 0.000 50.0 None NonC Gravity W21X44 19 0.000 0.000 0.000 30.000 50.0 None NonC Gravity W14X22 Echo of Input Data RAM Manager vl 1.1.1 Page 5/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATo jAL Building Code: IBC ID Xi Yi Xi Yj Param* Max% Type Frame User 20 0.000 30.000 0.000 60.000 50.0 None NonC Gravity W14X22 21 0.000 60.000 0.000 90.000 50.0 None NonC Gravity W 14X22 22 0.000 90.000 0.000 120.000 50.0 None NonC Gravity W 14X22 24 0.000 150.000 0.000 180.000 50.0 None NonC Gravity W 14X22 31 60.000 90.000 60.000 120.000 50.0 None NonC Lateral W 18X40 35 90.000 90.000 90.000 120.000 ---- None Jst Gravity None 43 150.000 90.000 150.000 120.000 50.0 None NonC Lateral W 18X40 45 30.000 30.000 60.000 30.000 50.0 None NonC Gravity W24X68 46 60.000 30.000 90.000 30.000 50.0 None NonC Gravity W24X68 47 90.000 30.000 120.000 30.000 50.0 None NonC Lateral W24X68 48 120.000 30.000 150.000 30.000 50.0 None NonC Gravity W24X68 49 30.000 60.000 60.000 60.000 50.0 None NonC Gravity W24X68 50 60.000 60.000 90.000 60.000 50.0 None NonC Gravity W24X68 51 90.000 60.000 120.000 60.000 50.0 None NonC Gravity W24X68 52 120.000 60.000 150.000 60.000 50.0 None NonC Gravity W24X68 53 30.000 90.000 60.000 90.000 50.0 None NonC Gravity W24X68 54 60.000 90.000 90.000 90.000 50.0 None NonC Gravity W24X68 55 90.000 90.000 120.000 90.000 50.0 None NonC Gravity W24X68 56 120.000 90.000 150.000 90.000 50.0 None NonC Gravity W24X68 57 30.000 120.000 60.000 120.000 50.0 None NonC Gravity W24X68 58 60.000 120.000 90.000 120.000 50.0 None NonC Gravity W24X68 59 90.000 120.000 120.000 120.000 50.0 None NonC Gravity W24X68 60 120.000 120.000 150.000 120.000 50.0 None NonC Gravity W24X68 61 30.000 150.000 60.000 150.000 50.0 None NonC Gravity W24X68 62 60.000 150.000 90.000 150.000 50.0 None NonC Gravity W24X68 63 90.000 150.000 120.000 150.000 50.0 None NonC Gravity W24X68 64 120.000 150.000 150.000 150.000 50.0 None NonC Gravity W24X68 65 150.000 150.000 180.000 150.000 50.0 None NonC Gravity W24X68 71 0.000 150.000 30.000 150.000 50.0 None NonC Gravity W24X68 72 0.000 120.000 30.000 120.000 50.0 None NonC Lateral W24X68 73 0.000 90.000 30.000 90.000 50.0 None NonC Gravity W24X68 74 0.000 60.000 30.000 60.000 50.0 None NonC Gravity W24X68 75 0.000 30.000 30.000 30.000 50.0 None NonC Gravity W24X68 .79 120.000 0.000 120.000 30.000 ---- None Jst Gravity None 81 150.000 30.000 180.000 30.000 50.0 None NonC Gravity W24X68 82 150.000 60.000 180.000 60.000 50.0 None NonC Gravity W24X68 83 150.000 90.000 186.000 90.000 50.0 None NonC Gravity None 84 150.000 120.000 186.000 120.000 50.0 None NonC Gravity None 85 0.000 129.000 0.000 150.000 50.0 None NonC Gravity W18X40 86 0.000 120.000 0.000 129.000 50.0 None NonC Gravity None 87 -5.500 120.000 0.000 120.000 50.0 None NonC Gravity None 88 -5.500 120.000 -5.500 129.000 50.0 None NonC Gravity None 89 -5.500 129.000 0.000 129.000 50.0 None NonC Gravity None 90 60.000 0.000 83.000 0.000 50.0 None NonC Gravity W 16X31 91 83.000 0.000 97.000 0.000 50.0 None NonC Gravity None ff RAM Manager vl 1.1.1 Echo of Input Data Page 6/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATrAw Building Code: IBC ID Xi Yi Xj Yj Param* Max% Type Frame User 92 97.000 -5.500 97.000 0.000 50.0 None NonC Gravity None 93 83.000 -5.500 97.000 -5.500 50.0 None NonC Gravity None 94 83.000 -5.500 83.000 0.000 50.0 None NonC Gravity None 95 97.000 0.000 120.000 0.000 50.0 None NonC Gravity W 16X31 99 118.036 0.000 118.036 30.000 50.0 None NonC Gravity W 18X40 100 112.484 14.125 118.036 14.125 50.0 None NonC Gravity W8X10 101 103.349 0.000 103.349 30.000 50.0 None NonC Gravity W 18X40 102 103.349 17.927 112.484 17.927 50.0 None NonC Gravity W12X19 104 15.333 120.000 15.333 150.000 50.0 None NonC Gravity W18X40 105 0.000 129.000 15.333 129.000 50.0 None NonC Gravity W 16X31 106 0.000 139.500 15.333 139.500 50.0 None NonC Gravity W16X31 107 87.911 90.000 87.911 120.000 50.0 None NonC Gravity W 18X40 108 77.214 90.000 77.214 120.000 50.0 None NonC Gravity W 18X40 109 77.214 106.200 87.911 106.200 50.0 None NonC Gravity W 14X22 110 3.067 139.500 3.067 150.000 ---- None Jst Gravity None 111 6.133 139.500 6.133 150.000 ---- None Jst Gravity None 112 9.200 139.500 9.200 150.000 ---- None Jst Gravity None 113 12.267 139.500 12.267 150.000 ---- None Jst Gravity None 114 3.067 120.000 3.067 129.000 ---- None Jst Gravity None 115 6.133 120.000 6.133 129.000 ---- None Jst Gravity None 116 9.200 120.000 9.200 129.000 ---- None Jst Gravity None 117 12.267 120.000 12.267 129.000 ---- None Jst Gravity None 118 3.750 150.000 3.750 180.000 ---- None Jst Gravity None 119 7.500 150.000 7.500 180.000 ---- None Jst Gravity None 120 11.250 150.000 11.250 180.000 ---- None Jst Gravity None 121 15.000 150.000 15.000 180.000 ---- None Jst Gravity None 122 18.750 150.000 18.750 180.000 ---- None Jst Gravity None 123 22.500 150.000 22.500 180.000 ---- None Jst Gravity None 124 26.250 150.000 26.250 180.000 ---- None Jst Gravity None 125 33.750 150.000 33.750 180.000 ---- None Jst Gravity None 126 37.500 150.000 37.500 180.000 ---- None Jst Gravity None 127 41.250 150.000 41.250 180.000 ---- None Jst Gravity None 128 45.000 150.000 45.000 180.000 ---- None Jst Gravity None 129 48.750 150.000 48.750 180.000 ---- None Jst Gravity None 130 52.500 150.000 52.500 180.000 ---- None Jst Gravity None 131 56.250 150.000 56.250 180.000 ---- None Jst Gravity None 132 63.750 150.000 63.750 180.000 ---- None Jst Gravity None 133 67.500 150.000 67.500 180.000 ---- None Jst Gravity None 134 71.250 150.000 71.250 180.000 ---- None Jst Gravity None 135 75.000 150.000 75.000 180.000 ---- None Jst Gravity None 136 78.750 150.000 78.750 180.000 ---- None Jst Gravity None 137 82.500 150.000 82.500 180.000 ---- None Jst Gravity None 138 86.250 150.000 86.250 180.000 ---- None Jst Gravity None 139 93.750 150.000 93.750 180.000 ---- None Jst Gravity None 140 97.500 150.000 97.500 180.000 ---- None Jst Gravity None fil RAM Manager vl 1.1.1 Echo of Input Data Page 7/42 N-1 DataBase: V06 06/25/07 15:51:03 Building Code: IBC ID Xi Yi Xj Yj Param* Max% Type Frame User 141 101.250 150.000 101.250 180.000 ---- None Jst Gravity None 142 105.000 150.000 105.000 180.000 ---- None Jst Gravity None 143 108.750 150.000 108.750 180.000 ---- None Jst Gravity None 144 112.500 150.000 112.500 180.000 ---- None Jst Gravity None 145 116.250 150.000 116.250 180.000 ---- None Jst Gravity None 146 123.750 150.000 123.750 180.000 ---- None Jst Gravity None 147 127.500 150.000 127.500 180.000 ---- None Jst Gravity None 148 131.250 150.000 131.250 180.000 ---- None Jst Gravity None 149 135.000 150.000 135.000 180.000 ---- None Jst Gravity None 150 138.750 150.000 138.750 180.000 ---- None Jst Gravity None 151 142.500 150.000 142.500 180.000 ---- None Jst Gravity None 152 146.250 150.000 146.250 180.000 ---- None Jst Gravity None 153 153.750 150.000 153.750 180.000 ---- None Jst Gravity None 154 157.500 150.000 157.500 180.000 ---- None Jst Gravity None 155 161.250 150.000 161.250 180.000 ---- None Jst Gravity None 156 165.000 150.000 165.000 180.000 ---- None Jst Gravity None 157 168.750 150.000 168.750 180.000 ---- None Jst Gravity None 158 172.500 150.000 172.500 180.000 ---- None Jst Gravity None 159 176.250 150.000 176.250 180.000 ---- None Jst Gravity None 160 33.750 120.000 33.750 150.000 ---- None Jst Gravity None 161 37.500 120.000 37.500 150.000 ---- None Jst Gravity None 162 41.250 120.000 41.250 150.000 ---- None Jst Gravity None 163 45.000 120.000 45.000 150.000 ---- None Jst Gravity None 164 48.750 120.000 48.750 150.000 ---- None Jst Gravity None 165 52.500 120.000 52.500 150.000 ---- None Jst Gravity None 166 56.250 120.000 56.250 150.000 ---- None Jst Gravity None 167 63.750 120.000 63.750 150.000 ---- None Jst Gravity None 168 67.500 120.000 67.500 150.000 ---- None Jst Gravity None 169 71.250 120.000 71.250 150.000 ---- None Jst Gravity None 170 75.000 120.000 75.000 150.000 ---- None Jst Gravity None 171 78.750 120.000 78.750 150.000 ---- None Jst Gravity None 172 82.500 120.000 82.500 150.000 ---- None Jst Gravity None 173 86.250 120.000 86.250 150.000 ---- None Jst Gravity None 174 93.750 120.000 93.750 150.000 ---- None Jst Gravity None 175 97.500 120.000 97.500 150.000 ---- None Jst Gravity None 176 101.250 120.000 101.250 150.000 ---- None Jst Gravity None 177 105.000 120.000 105.000 150.000 ---- None Jst Gravity None 178 108.750 120.000 108.750 150.000 ---- None Jst Gravity None 179 112.500 120.000 112.500 150.000 ---- None Jst Gravity None 180 116.250 120.000 116.250 150.000 ---- None Jst Gravity None 181 123.750 120.000 123.750 150.000 ---- None Jst Gravity None 182 127.500 120.000 127.500 150.000 ---- None Jst Gravity None 183 131.250 120.000 131.250 150.000 ---- None Jst Gravity None 184 135.000 120.000 135.000 150.000 ---- None Jst Gravity None 185 138.750 120.000 138.750 150.000 ---- None Jst Gravity None Echo of Iniut Data RAM Manager vl 1.1.l g Page 8/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATK,xNA, Building Code: IBC ID Xi Yi Xi Yj Param* Max% Type Frame User 186 142.500 120.000 142.500 150.000 ---- None Jst Gravity None 187 146.250 120.000 146.250 150.000 ---- None Jst Gravity None 188 153.750 120.000 153.750 150.000 ---- None Jst Gravity None 189 157.500 120.000 157.500 150.000 ---- None Jst Gravity None 190 161.250 120.000 161.250 150.000 ---- None Jst Gravity None 191 165.000 120.000 165.000 150.000 ---- None Jst Gravity None 192 168.750 120.000 168.750 150.000 ---- None Jst Gravity None 193 172.500 120.000 172.500 150.000 ---- None Jst Gravity None 194 176.250 120.000 176.250 150.000 ---- None Jst Gravity None 195 93.750 90.000 93.750 120.000 ---- None Jst Gravity None 196 97.500 90.000 97.500 120.000 ---- None Jst Gravity None 197 101.250 90.000 101.250 120.000 ---- None Jst Gravity None 198 105.000 90.000 105.000 120.000 ---- None Jst Gravity None 199 108.750 90.000 108.750 120.000 ---- None Jst Gravity None 200 112.500 90.000 112.500 120.000 ---- None Jst Gravity None 201 116.250 90.000 116.250 120.000 ---- None Jst Gravity None 202 123.750 90.000 123.750 120.000 ---- None Jst Gravity None 203 127.500 90.000 127.500 120.000 ---- None Jst Gravity None 204 131.250 90.000 131.250 120.000 ---- None Jst Gravity None 205 135.000 90.000 135.000 120.000 ---- None Jst Gravity None 206 138.750 90.000 138.750 120.000 ---- None Jst Gravity None 207 142.500 90.000 142.500 120.000 ---- None Jst Gravity None 208 146.250 90.000 146.250 120.000 ---- None Jst Gravity None 209 153.750 90.000 153.750 120.000 ---- None Jst Gravity None 210 157.500 90.000 157.500 120.000 ---- None Jst Gravity None 211 161.250 90.000 161.250 120.000 ---- None Jst Gravity None 212 165.000 90.000 165.000 120.000 ---- None Jst Gravity None 213 168.750 90.000 168.750 120.000 ---- None Jst Gravity None 214 172.500 90.000 172.500 120.000 ---- None Jst Gravity None 215 176.250 90.000 176.250 120.000 ---- None Jst Gravity None 216 33.750 90.000 33.750 120.000 ---- None Jst Gravity None 217 37.500 90.000 37.500 120.000 ---- None Jst Gravity None 218 41.250 90.000 41.250 120.000 ---- None Jst Gravity None 219 45.000 90.000 45.000 120.000 ---- None Jst Gravity None 220 48.750 90.000 48.750 120.000 ---- None Jst Gravity None 221 52.500 90.000 52.500 120.000 ---- None Jst Gravity None 222 56.250 90.000 56.250 120.000 ---- None Jst Gravity None 223 3.750 90.000 3.750 120.000 ---- None Jst Gravity None 224 7.500 90.000 7.500 120.000 ---- None Jst Gravity None 225 11.250 90.000 11.250 120.000 ---- None Jst Gravity None 226 15.000 90.000 15.000 120.000 ---- None Jst Gravity None 227 18.750 90.000 18.750 120.000 ---- None Jst Gravity None 228 22.500 90.000 22.500 120.000 ---- None Jst Gravity None 229 26.250 90.000 26.250 120.000 ---- None Jst Gravity None 230 33.750 60.000 33.750 90.000 ---- None Jst Gravity None Echo of Input Data RAM Manager vl 1.1.1 Page 9/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNAIOJ ' Building Code: IBC ID Xi Yi Xj Yj Param* Max% Type Frame User 231 37.500 60.000 37.500 90.000 ---- None Jst Gravity None 232 41.250 60.000 41.250 90.000 ---- None Jst Gravity None 233 45.000 60.000 45.000 90.000 ---- None Jst Gravity None 234 48.750 60.000 48.750 90.000 ---- None Jst Gravity None 235 52.500 60.000 52.500 90.000 ---- None Jst Gravity None 236 56.250 60.000 56.250 90.000 ---- None Jst Gravity None 237 63.750 60.000 63.750 90.000 ---- None Jst Gravity None 238 67.500 60.000 67.500 90.000 ---- None Jst Gravity None 239 71.250 60.000 71.250 90.000 ---- . None Jst Gravity None 240 75.000 60.000 75.000 90.000 ---- None Jst Gravity None 241 78.750 60.000 78.750 90.000 ---- None Jst Gravity None 242 82.500 60.000 82.500 90.000 ---- None Jst Gravity None 243 86.250 60.000 86.250 90.000 ---- None Jst Gravity None 244 93.750 60.000 93.750 90.000 ---- None Jst Gravity None 245 97.500 60.000 97.500 90.000 ---- None Jst Gravity None 246 101.250 60.000 101.250 90.000 ---- None Jst Gravity None 247 105.000 60.000 105.000 90.000 ---- None Jst Gravity None 248 108.750 60.000 108.750 90.000 ---- None Jst Gravity None 249 112.500 60.000 112.500 90.000 ---- None Jst Gravity None 250 116.250 60.000 116.250 90.000 ---- None Jst Gravity None 251 123.750 60.000 123.750 90.000 ---- None Jst Gravity None 252 127.500 60.000 127.500 90.000 ---- None Jst Gravity None 253 131.250 60.000 131.250 90.000 ---- None Jst Gravity None 254 135.000 60.000 135.000 90.000 ---- None Jst Gravity None 255 138.750 60.000 138.750 90.000 ---- None Jst Gravity None 256 142.500 60.000 142.500 90.000 ---- None Jst Gravity None 257 146.250 60.000 146.250 90.000 ---- None Jst Gravity None 258 3.750 60.000 3.750 90.000 ---- None Jst Gravity None 259 7.500 60.000 7.500 90.000 ---- None Jst Gravity None 260 11.250 60.000 11.250 90.000 ---- None Jst Gravity None 261 15.000 60.000 15.000 90.000 ---- None Jst Gravity None 262 18.750 60.000 18.750 90.000 ---- None Jst Gravity None 263 22.500 60.000 22.500 90.000 ---- None Jst Gravity None 264 26.250 60.000 26.250 90.000 ---- None Jst Gravity None 265 153.750 60.000 153.750 90.000 ---- None Jst Gravity None 266 157.500 60.000 157.500 90.000 ---- None Jst Gravity None 267 161.250 60.000 161.250 90.000 ---- None Jst Gravity None 268 165.000 60.000 165.000 90.000 ---- None Jst Gravity None 269 168.750 60.000 168.750 90.000 ---- None Jst Gravity None 270 172.500 60.000 172.500 90.000 ---- None Jst Gravity None 271 176.250 60.000 176.250 90.000 ---- None Jst Gravity None 272 33.750 30.000 33.750 60.000 ---- None Jst Gravity None 273 37.500 30.000 37.500 60.000 ---- None Jst Gravity None 274 41.250 30.000 41.250 60.000 ---- None Jst Gravity None 275 45.000 30.000 45.000 60.000 ---- None Jst Gravity None fil RAM Manager vl 1.1.1 Echo of Input Data Page 10/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATo AI Building Code: IBC ID Xi Yi Xi Yj Param* Max% Type Frame User 276 48.750 30.000 48.750 60.000 ---- None Jst Gravity None 277 52.500 30.000 52.500 60.000 ---- None Jst Gravity None 278 56.250 30.000 56.250 60.000 ---- None Jst Gravity None 279 63.750 30.000 63.750 60.000 ---- None Jst Gravity None 280 67.500 30.000 67.500 60.000 ---- None Jst Gravity None 281 71.250 30.000 71.250 60.000 ---- None Jst Gravity None 282 75.000 30.000 75.000 60.000 ---- None Jst Gravity None 283 78.750 30.000 78.750 60.000 ---- None Jst Gravity None 284 82.500 30.000 82.500 60.000 ---- None Jst Gravity None 285 86.250 30.000 86.250 60.000 ---- None Jst Gravity None 286 93.750 30.000 93.750 60.000 ---- None Jst Gravity None 287 97.500 30.000 97.500 60.000 ---- None Jst Gravity None 288 101.250 30.000 101.250 60.000 ---- None Jst Gravity None 289 105.000 30.000 105.000 60.000 ---- None Jst Gravity None 290 108.750 30.000 108.750 60.000 ---- None Jst Gravity None 291 112.500 30.000 112.500 60.000 ---- None Jst Gravity None 292 116.250 30.000 116.250 60.000 ---- None Jst Gravity None 293 123.750 30.000 123.750 60.000 ---- None Jst Gravity None 294 127.500 30.000 127.500 60.000 ---- None Jst Gravity None 295 131.250 30.000 131.250 60.000 ---- None Jst Gravity None 296 135.000 30.000 135.000 60.000 ---- None Jst Gravity None 297 138.750 30.000 138.750 60.000 ---- None Jst Gravity None 298 142.500 30.000 142.500 60.000 ---- None Jst Gravity None 299 146.250 30.000 146.250 60.000 ---- None Jst Gravity None 300 3.750 30.000 3.750 60.000 ---- None Jst Gravity None 301 7.500 30.000 7.500 60.000 ---- None Jst Gravity None 302 11.250 30.000 11.250 60.000 ---- None Jst Gravity None 303 15.000 30.000 15.000 60.000 ---- None Jst Gravity None 304 18.750 30.000 18.750 60.000 ---- None Jst Gravity None 305 22.500 30.000 22.500 60.000 ---- None Jst Gravity None 306 26.250 30.000 26.250 60.000 ---- None Jst Gravity None 307 153.750 30.000 153.750 60.000 ---- None Jst Gravity None 308 157.500 30.000 157.500 60.000 ---- None Jst Gravity None 309 161.250 30.000 161.250 60.000 ---- None Jst Gravity None 310 165.000 30.000 165.000 60.000 ---- None Jst Gravity None 311 168.750 30.000 168.750 60.000 ---- None Jst Gravity None 312 172.500 30.000 172.500 60.000 ---- None Jst Gravity None 313 176.250 30.000 176.250 60.000 ---- None Jst Gravity None 314 33.750 0.000 33.750 30.000 ---- None Jst Gravity None 315 37.500 0.000 37.500 30.000 ---- None Jst Gravity None 316 41.250 0.000 41.250 30.000 ---- None Jst Gravity None 317 45.000 0.000 45.000 30.000 ---- None Jst Gravity None 318 48.750 0.000 48.750 30.000 ---- None Jst Gravity None 319 52.500 0.000 52.500 30.000 ---- None Jst Gravity None 320 56.250 0.000 56.250 30.000 ---- None Jst Gravity None Echo of Input Data RAM Manager vl 1.1.1 Page 11/42 RAM DataBase: V06 06/25/07 15:51:03 IN"'I'All"jAL Building Code: IBC ID Xi Yi Xi Yj Param* Max% Type Frame User 321 63.750 0.000 63.750 30.000 ---- None Jst Gravity None 322 67.500 0.000 67.500 30.000 ---- None Jst Gravity None 323 71.250 0.000 71.250 30.000 ---- None Jst Gravity None 324 75.000 0.000 75.000 30.000 ---- None Jst Gravity None 325 78.750 0.000 78.750 30.000 ---- None Jst Gravity None 326 82.500 0.000 82.500 30.000 ---- None Jst Gravity None 327 86.250 0.000 86.250 30.000 ---- None Jst Gravity None 328 3.750 0.000 3.750 30.000 ---- None Jst Gravity None 329 7.500 0.000 7.500 30.000 ---- None Jst Gravity None 330 11.250 0.000 11.250 30.000 ---- None Jst Gravity None 331 15.000 0.000 15.000 30.000 ---- None Jst Gravity None 332 18.750 0.000 18.750 30.000 ---- None Jst Gravity None 333 22.500 0.000 22.500 30.000 ---- None Jst Gravity None 334 26.250 0.000 26.250 30.000 ---- None Jst Gravity None 335 123.750 0.000 123.750 30.000 ---- None Jst Gravity None 336 127.500 0.000 127.500 30.000 ---- None Jst Gravity None 337 131.250 0.000 131.250 30.000 ---- None Jst Gravity None 338 135.000 0.000 135.000 30.000 ---- None Jst Gravity None 339 138.750 0.000 138.750 30.000 ---- None Jst Gravity None 340 142.500 0.000 142.500 30.000 ---- None Jst Gravity None 341 146.250 0.000 146.250 30.000 ---- None Jst Gravity None 342 153.750 0.000 153.750 30.000 ---- None Jst Gravity None 343 157.500 0.000 157.500 30.000 ---- None Jst Gravity None 344 161.250 0.000 161.250 30.000 ---- None Jst Gravity None 345 165.000 0.000 165.000 30.000 ---- None Jst Gravity None 346 168.750 0.000 168.750 30.000 ---- None Jst Gravity None 347 172.500 0.000 172.500 30.000 ---- None Jst Gravity None 348 176.250 0.000 176.250 30.000 ---- None Jst Gravity None 349 80.780 106.200 80.780 120.000 ---- None Jst Gravity None 350 84.345 106.200 84.345 120.000 ---- None Jst Gravity None 351 106.394 0.000 106.394 17.927 ---- None Jst Gravity None 352 109.439 0.000 109.439 17.927 ---- None Jst Gravity None 353 115.260 0.000 115.260 14.125 ---- None Jst Gravity None 358 63.443 90.000 63.443 120.000 ---- None Jst Gravity None 359 66.885 90.000 66.885 120.000 ---- None Jst Gravity None 360 70.328 90.000 70.328 120.000 ---- None Jst Gravity None 361 73.771 90.000 73.771 120.000 ---- None Jst Gravity None 362 26.250 120.000 26.250 150.000 ---- None Jst Gravity None 363 22.667 120.000 22.667 150.000 ---- None Jst Gravity None 364 19.000 120.000 19.000 150.000 ---- None Jst Gravity None 365 93.500 0.000 93.500 30.000 ---- None Jst Gravity None 366 97.000 0.000 97.000 30.000 ---- None Jst Gravity None 368 100.208 0.000 100.208 30.000 ---- None Jst Gravity None 370 -5.500 124.500 -0.000 124.500 50.0 None NonC Gravity None 372 86.500 -5.500 86.500 0.000 50.0 None NonC Gravity None Echo of Input Data RAM Manager v11.1.1 Page g 12/42 DataBase: V06 06/25/07 15:51:03 Building Code: IBC ID Xi Yi Xj Yj Param* Max% Type Frame User 373 90.000 -5.500 90.000 0.000 50.0 None NonC Gravity None 374 93.500 -5.500 93.500 0.000 50.0 None NonC Gravity None 375 180.000 126.000 186.000 126.000 50.0 None NonC Gravity None 377 180.000 84.000 186.000 84.000 50.0 None NonC Gravity None 380 186.000 84.000 186.000 126.000 50.0 None NonC Gravity W12X35 381 112.484 0.000 112.484 17.927 50.0 None NonC Gravity W 18X40 382 30.000 150.000 30.000 180.000 ---- None Jst Gravity None 383 60.000 150.000 60.000 180.000 ---- None Jst Gravity None 384 90.000 150.000 90.000 180.000 ---- None Jst Gravity None 385 120.000 150.000 120.000 180.000 ---- None Jst Gravity None 386 150.000 150.000 150.000 180.000 ---- None Jst Gravity None 387 150.000 120.000 150.000 150.000 ---- None Jst Gravity None 388 120.000 120.000 120.000 150.000 ---- None Jst Gravity None 389 90.000 120.000 90.000 150.000 ---- None Jst Gravity None 390 60.000 120.000 60.000 150.000 ---- None Jst Gravity None 391 30.000 120.000 30.000 150.000 ---- None Jst Gravity None 392 30.000 90.000 30.000 120.000 ---- None Jst Gravity None 393 30.000 60.000 30.000 90.000 ---- None Jst Gravity None 394 30.000 30.000 30.000 60.000 ---- None Jst Gravity None 395 30.000 0.000 30.000 30.000 ---- None Jst Gravity None 396 60.000 0.000 60.000 30.000 ---- None Jst Gravity None 397 60.000 30.000 60.000 60.000 ---- None Jst Gravity None 398 60.000 60.000 60.000 90.000 ---- None Jst Gravity None 399 90.000 60.000 90.000 90.000 ---- None Jst Gravity None 400 90.000 30.000 90.000 60.000 ---- None Jst Gravity None 401 90.000 0.000 90.000 30.000 ---- None Jst Gravity None 402 150.000 0.000 150.000 30.000 ---- None Jst Gravity None 403 150.000 30.000 150.000 60.000 ---- None Jst Gravity None 404 120.000 30.000 120.000 60.000 ---- None Jst Gravity None 405 120.000 60.000 120.000 90.000 ---- None Jst Gravity None 406 150.000 60.000 150.000 90.000 ---- None Jst Gravity None 407 120.000 90.000 120.000 120.000 ---- None Jst Gravity None * Parameter: Steel - Fy Concrete- f c Other- E Steel Beam Properties: ID Max Min Min Steel Defl Depth Depth Width Table Criteria in in in 1 21.00 0.00 0.00 Def Def. 2 21.00 0.00 0.00 Def. Def. 3 21.00 0.00 0.00 Def. Def. 4 21.00 0.00 0.00 Def Def { RAM ManagerEcho of Input Data v I l.l.l Page 13/42 RAM. DataBase: V06 06/25/07 15:51:03 INTERNAm,A1 Building Code: IBC ID Max Min Min Steel Defl 5 21.00 0.00 0.00 Def. Def 6 21.00 0.00 0.00 Def. Def. 7 14.00 0.00 0.00 Def. Def 8 14.00 0.00 0.00 Def. Def. 9 14.00 0.00 0.00 Def. Def. 10 14.00 0.00 0.00 Def. Def 11 14.00 0.00 0.00 Def Def 12 14.00 0.00 0.00 Def. Def 13 21.00 0.00 0.00 Def. Def. 14 21.00 0.00 0.00 Def. Def. 17 21.00 0.00 0.00 Def. Def 18 21.00 0.00 0.00 Def Def 19 14.00 0.00 0.00 Def. Def. 20 14.00 0.00 0.00 Def. Def 21 14.00 0.00 0.00 Def Def. 22 14.00 0.00 0.00 Def. Def. 24 14.00 0.00 0.00 Def. Def. 31 None 0.00 0.00 Def Def 35 24.20 24.00 0.00 Def. Def. 43 None 0.00 0.00 Def. Def. 45 None 0.00 0.00 Def. Def. 46 None 0.00 0.00 Def Def 47 None 0.00 0.00 Def Def. 48 None 0.00 0.00 Def. Def. 49 None 0.00 0.00 Def Def 50 None 0.00 0.00 Def. Def. 51 None 0.00 0.00 Def. Def. 52 None 0.00 0.00 Def. Def 53 None 0.00 0.00 Def Def. 54 None 0.00 0.00 Def. Def. 55 None 0.00 0.00 Def. Def 56 None 0.00 0.00 Def Def. 57 None 0.00 0.00 Def Def. 58 None 0.00 0.00 Def. Def 59 None 0.00 0.00 Def. Def. 60 None 0.00 0.00 Def. Def. 61 None 0.00 0.00 Def. Def. 62 None 0.00 0.00 Def. Def. 63 None 0.00 0.00 Def Def 64 None 0.00 0.00 Def. Def. 65 None 0.00 0.00 Def. Def. 71 None 0.00 0.00 Def Def. 72 None 0.00 0.00 Def Def 73 None 0.00 0.00 Def. Def 74 None 0.00 0.00 Def. Def. Ifil RAM Manager of Input Data er vl 1.1.1 g Page 14/42 RAM DataBase: V06 06/25/07 15:51:03 ,1 ERNAii ',x Building Code: IBC ID Max Min Min Steel Defl 75 None 0.00 0.00 Def. Def 79 24.20 24.00 0.00 Def Def 81 None 0.00 0.00 Def. Def 82 None 0.00 0.00 Def. Def. 83 None 0.00 0.00 Def. Def. 84 None 0.00 0.00 Def. Def. 85 14.00 0.00 0.00 Def. Def. 86 14.00 0.00 0.00 Def. Def 87 None 0.00 0.00 Def. Def. 88 None 0.00 0.00 Def. Def. 89 None 0.00 0.00 Def. Def. 90 21.00 0.00 0.00 Def. Def. 91 21.00 0.00 0.00 Def. Def. 92 None 0.00 0.00 Def. Def. 93 None 0.00 0.00 Def Def. 94 None 0.00 0.00 Def Def 95 21.00 0.00 0.00 Def. Def. 99 None 0.00 0.00 Def Def 100 None 0.00 0.00 Def. Def 101 None 0.00 0.00 Def. Def. 102 None 0.00 0.00 Def. Def. 104 None 0.00 0.00 Def. Def. 105 None 0.00 0.00 Def. Def. 106 None 0.00 0.00 Def Def 107 None 0.00 0.00 Def Def 108 None 0.00 0.00 Def. Def. 109 None 0.00 0.00 Def. Def. 110 24.20 24.00 0.00 Def. Def. 111 24.20 24.00 0.00 Def Def. 112 24.20 24.00 0.00 Def Def. 113 24.20 24.00 0.00 Def. Def. 114 24.20 24.00 0.00 Def. Def. 115 24.20 24.00 0.00 Def Def. 116 24.20 24.00 0.00 Def. Def 117 24.20 24.00 0.00 Def Def 118 24.20 24.00 0.00 Def. Def. 119 24.20 24.00 0.00 Def. Def. 120 24.20 24.00 0.00 Def. Def. 121 24.20 24.00 0.00 Def. Def. 122 24.20 24.00 0.00 Def. Def. 123 24.20 24.00 0.00 Def. Def. 124 24.20 24.00 0.00 Def. Def. 125 24.20 24.00 0.00 Def. Def. 126 24.20 24.00 0.00 Def. Def. 127 24.20 24.00 0.00 Def. Def. RAM Manager of Input Data er v 11.1.1 g Page 15/42 DataBase: V06 06/25/07 15:51:03 INTERNAIO\-'41 Building Code: IBC ID Max Min Min Steel Defl 128 24.20 24.00 0.00 Def. Def 129 24.20 24.00 0.00 Def. Def. 130 24.20 24.00 0.00 Def Def. 131 24.20 24.00 0.00 Def Def 132 24.20 24.00 0.00 Def. Def. 133 24.20 24.00 0.00 Def. Def. 134 24.20 24.00 0.00 Def. Def. 135 24.20 24.00 0.00 Def. Def. 136 24.20 24.00 0.00 Def. Def. 137 24.20 24.00 0.00 Def. Def. 138 24.20 24.00 0.00 Def Def. 139 24.20 24.00 0.00 Def Def. 140 24.20 24.00 0.00 Def. Def. 141 24.20 24.00 0.00 Def. Def 142 24.20 24.00 0.00 Def. Def. 143 24.20 24.00 0.00 Def. Def. 144 24.20 24.00 0.00 Def Def 145 24.20 24.00 0.00 Def. Def. 146 24.20 24.00 0.00 Def Def. 147 24.20 24.00 0.00 Def. Def 148 24.20 24.00 0.00 Def. Def. 149 24.20 24.00 0.00 Def Def. 150 24.20 24.00 0.00 Def Def. 151 24.20 24.00 0.00 Def. Def. 152 24.20 24.00 0.00 Def. Def. 153 24.20 24.00 0.00 Def. Def. 154 24.20 24.00 0.00 Def Def 155 24.20 24.00 0.00 Def. Def. 156 24.20 24.00 0.00 Def Def 157 24.20 24.00 0.00 Def. Def. 158 24.20 24.00 0.00 Def. Def. 159 24.20 24.00 0.00 Def. Def. 160 24.20 24.00 0.00 Def Def. 161 24.20 24.00 0.00 Def Def. 162 24.20 24.00 0.00 Def Def. 163 24.20 24.00 0.00 Def Def. 164 24.20 24.00 0.00 Def. Def. 165 24.20 24.00 0.00 Def. Def. 166 24.20 24.00 0.00 Def Def. 167 24.20 24.00 0.00 Def. Def. 168 24.20 24.00 0.00 Def. Def. 169 24.20 24.00 0.00 Def. Def 170 24.20 24.00 0.00 Def. Def. 171 24.20 24.00 0.00 Def. Def. 172 24.20 24.00 0.00 Def Def RAM Manager v 11.1.1 Echo of Input Data Page 16/42 � DataBase: V06 06/25/07 15:51:03 MR Building Code: IBC ID Max Min Min Steel Defl 173 24.20 24.00 0.00 Def. Def. 174 24.20 24.00 0.00 Def. Def. 175 24.20 24.00 0.00 Def. Def 176 24.20 24.00 0.00 Def Def. 177 24.20 24.00 0.00 Def. Def. 178 24.20 24.00 0.00 Def. Def. 179 24.20 24.00 0.00 Def. Def. 180 24.20 24.00 0.00 Def Def. 181 24.20 24.00 0.00 Def Def 182 24.20 24.00 0.00 Def. Def. 183 24.20 24.00 0.00 Def. Def. 184 24.20 24.00 0.00 Def. Def. 185 24.20 24.00 0.00 Def Def 186 24.20 24.00 0.00 Def. Def. 187 24.20 24.00 0.00 Def Def 188 24.20 24.00 0.00 Def Def 189 24.20 24.00 0.00 Def. Def. 190 24.20 24.00 0.00 Def Def. 191 24.20 24.00 0.00 Def. Def 192 24.20 24.00 0.00 Def Def. 193 24.20 24.00 0.00 Def Def. 194 24.20 24.00 0.00 Def Def. 195 24.20 24.00 0.00 Def. Def 196 24.20 24.00 0.00 Def Def 197 24.20 24.00 0.00 Def. Def. 198 24.20 24.00 0.00 Def. Def. 199 24.20 24.00 0.00 Def. Def. 200 24.20 24.00 0.00 Def. Def. 201 24.20 24.00 0.00 Def. Def. 202 24.20 24.00 0.00 Def. Def. 203 24.20 24.00 0.00 Def Def. 204 24.20 24.00 0.00 Def Def. 205 24.20 24.00 0.00 Def. Def. 206 24.20 24.00 0.00 Def Def. 207 24.20 24.00 0.00 Def Def 209 24.20 24.00 0.00 Def. Def. 209 24.20 24.00 0.00 Def Def 210 24.20 24.00 0.00 Def. Def. 211 24.20 24.00 0.00 Def. Def. 212 24.20 24.00 0.00 Def. Def. 213 24.20 24.00 0.00 Def Def 214 24.20 24.00 0.00 Def. Def 215 24.20 24.00 0.00 Def Def 216 24.20 24.00 0.00 Def. Def. 217 24.20 24.00 0.00 Def Def RAM Manager of Input Data er v 11.1.1 g Page 17/42 RA� DataBase: V06 06/25/07 15:51:03 INiERNAiC)NAL Building Code: IBC ID Max Min Min Steel Defl 218 24.20 24.00 0.00 Def. Def. 219 24.20 24.00 0.00 Def. Def 220 24.20 24.00 0.00 Def. Def 221 24.20 24.00 0.00 Def. Def. 222 24.20 24.00 0.00 Def Def 223 24.20 24.00 0.00 Def. Def 224 24.20 24.00 0.00 Def Def. 225 24.20 24.00 0.00 Def Def 226 24.20 24.00 0.00 Def Def 227 24.20 24.00 0.00 Def Def. 228 24.20 24.00 0.00 Def Def 229 24.20 24.00 0.00 Def Def 230 24.20 24.00 0.00 Def. Def. 231 24.20 24.00 0.00 Def Def. 232 24.20 24.00 0.00 Def Def. 233 24.20 24.00 0.00 Def. Def. 234 24.20 24.00 0.00 Def Def. 235 24.20 24.00 0.00 Def. Def. 236 24.20 24.00 0.00 Def. Def. 237 24.20 24.00 0.00 Def. Def. 238 24.20 24.00 0.00 Def. Def. 239 24.20 24.00 0.00 Def Def 240 24.20 24.00 0.00 Def Def. 241 24.20 24.00 0.00 Def. Def 242 24.20 24.00 0.00 Def. Def 243 24.20 24.00 0.00 Def Def 244 24.20 24.00 0.00 Def Def 245 24.20 24.00 0.00 Def Def. 246 24.20 24.00 0.00 Def. Def. 247 24.20 24.00 0.00 Def. Def. 248 24.20 24.00 0.00 Def Def. 249 24.20 24.00 0.00 Def. Def. 250 24.20 24.00 0.00 Def. Def. 251 24.20 24.00 0.00 Def. Def. 252 24.20 24.00 0.00 Def. Def. 253 24.20 24.00 0.00 Def Def. 254 24.20 24.00 0.00 Def Def. 255 24.20 24.00 0.00 Def Def 256 24.20 24.00 0.00 Def. Def. 257 24.20 24.00 0.00 Def Def 258 24.20 24.00 0.00 Def Def 259 24.20 24.00 0.00 Def. Def. 260 24.20 24.00 0.00 Def. Def. 261 24.20 24.00 0.00 Def Def 262 24.20 24.00 0.00 Def Def. RAM Manager of Input Data er v 11.1.1 g Page 18/42 IIR!NATPJ DataBase: V06 06/25/07 15:51:03 Building Code: IBC ID Max Min Min Steel Defl 263 24.20 24.00 0.00 Def. Def. 264 24.20 24.00 0.00 Def Def 265 24.20 24.00 0.00 Def. Def. 266 24.20 24.00 0.00 Def. Def. 267 24.20 24.00 0.00 Def. Def. 268 24.20 24.00 0.00 Def Def. 269 24.20 24.00 0.00 Def Def 270 24.20 24.00 0.00 Def Def. 271 24.20 24.00 0.00 Def. Def. 272 24.20 24.00 0.00 Def. Def. 273 24.20 24.00 0.00 Def Def 274 24.20 24.00 0.00 Def. Def. 275 24.20 24.00 0.00 Def. Def. 276 24.20 24.00 0.00 Def Def. 277 24.20 24.00 0.00 Def Def 278 24.20 24.00 0.00 Def. Def 279 24.20 24.00 0.00 Def. Def. 280 24.20 24.00 0.00 Def. Def. 281 24.20 24.00 0.00 Def. Def. 282 24.20 24.00 0.00 Def. Def. 283 24.20 24.00 0.00 Def. Def. 284 24.20 24.00 0.00 Def Def 285 24.20 24.00 0.00 Def. Def. 286 24.20 24.00 0.00 Def Def. 287 24.20 24.00 0.00 Def. Def. 288 24.20 24.00 0.00 Def. Def. 289 24.20 24.00 0.00 Def. Def. 290 24.20 24.00 0.00 Def Def 291 24.20 24.00 0.00 Def. Def 292 24.20 24.00 0.00 Def Def 293 24.20 24.00 0.00 Def Def. 294 24.20 24.00 0.00 Def. Def. 295 24.20 24.00 0.00 Def. Def 296 24.20 24.00 0.00 Def Def 297 24.20 24.00 0.00 Def Def 298 24.20 24.00 0.00 Def. Def. 299 24.20 24.00 0.00 Def Def. 300 24.20 24.00 0.00 Def. Def. 301 24.20 24.00 0.00 Def. Def. 302 24.20 24.00 0.00 Def. Def. 303 24.20 24.00 0.00 Def. Def. 304 24.20 24.00 0.00 Def. Def. 305 24.20 24.00 0.00 Def. Def. 306 24.20 24.00 0.00 Def. Def. 307 24.20 24.00 0.00 Def. Def. Echo of Input Data RAM Manager vl 1.1.1 Page 19/42 URAMODataBase: V06 06/25/07 15:51:03 Building Code: IBC ID Max Min Min Steel Defl 308 24.20 24.00 0.00 Def. Def 309 24.20 24.00 0.00 Def Def 310 24.20 24.00 0.00 Def. Def. 311 24.20 24.00 0.00 Def. Def. 312 24.20 24.00 0.00 Def. Def. 313 24.20 24.00 0.00 Def Def 314 24.20 24.00 0.00 Def. Def. 315 24.20 24.00 0.00 Def. Def. 316 24.20 24.00 0.00 Def. Def. 317 24.20 24.00 0.00 Def Def. 318 24.20 24.00 0.00 Def. Def. 319 24.20 24.00 0.00 Def. Def. 320 24.20 24.00 0.00 Def. Def. 321 24.20 24.00 0.00 Def. Def. 322 24.20 24.00 0.00 Def Def 323 24.20 24.00 0.00 Def Def 324 24.20 24.00 0.00 Def. Def 325 24.20 24.00 0.00 Def. Def. 326 24.20 24.00 0.00 Def. Def. 327 24.20 24.00 0.00 Def Def 328 24.20 24.00 0.00 Def Def. 329 24.20 24.00 0.00 Def. Def. 330 24.20 24.00 0.00 Def. Def. 331 24.20 24.00 0.00 Def. Def. 332 24.20 24.00 0.00 Def Def 333 24.20 24.00 0.00 Def. Def 334 24.20 24.00 0.00 Def Def. 335 24.20 24.00 0.00 Def. Def. 336 24.20 24.00 0.00 Def. Def. 337 24.20 24.00 0.00 Def. Def. 338 24.20 24.00 0.00 Def. Def. 339 24.20 24.00 0.00 Def. Def. 340 24.20 24.00 0.00 Def. Def. 341 24.20 24.00 0.00 Def. Def. 342 24.20 24.00 0.00 Def. Def. 343 24.20 24.00 0.00 Def. Def. 344 24.20 24.00 0.00 Def. Def. 345 24.20 24.00 0.00 Def. Def. 346 24.20 24.00 0.00 Def. Def. 347 24.20 24.00 0.00 Def Def 348 24.20 24.00 0.00 Def. Def. 349 24.20 24.00 0.00 Def. Def. 350 24.20 24.00 0.00 Def. Def 351 24.20 24.00 0.00 Def. Def. 352 24.20 24.00 0.00 Def. Def. RAM Manager v 11.1.1 Echo of Input Data Page 20/42 RAM DataBase: V06 06/25/07 15:51:03 INTER"ATm,AL Building Code: IBC ID Max Min Min Steel Defl 353 24.20 24.00 0.00 Def. Def 358 24.20 24.00 0.00 Def Def. 359 24.20 24.00 0.00 Def Def 360 24.20 24.00 0.00 Def Def 361 24.20 24.00 0.00 Def Def. 362 24.20 24.00 0.00 Def. Def. 363 24.20 24.00 0.00 Def Def. 364 24.20 24.00 0.00 Def Def 365 24.20 24.00 0.00 Def. Def. 366 24.20 24.00 0.00 Def Def. 368 24.20 24.00 0.00 Def. Def. 370 None 0.00 0.00 Def Def 372 None 0.00 0.00 Def Def 373 None 0.00 0.00 Def. Def. 374 None 0.00 0.00 Def. Def. 375 None 0.00 0.00 Def. Def. 377 None 0.00 0.00 Def. Def. 380 None 0.00 0.00 Def Def 381 None 0.00 0.00 Def. Def. 382 24.20 24.00 0.00 Def Def. 383 24.20 24.00 0.00 Def Def. 384 24.20 24.00 0.00 Def Def 385 24.20 24.00 0.00 Def. Def. 386 24.20 24.00 0.00 Def. Def 387 24.20 24.00 0.00 Def. Def. 388 24.20 24.00 0.00 Def. Def. 389 24.20 24.00 0.00 Def. Def. 390 24.20 24.00 0.00 Def Def. 391 24.20 24.00 0.00 Def. Def. 392 24.20 24.00 0.00 Def. Def. 393 24.20 24.00 0.00 Def. Def. 394 24.20 24.00 0.00 Def Def. 395 24.20 24.00 0.00 Def. Def. 396 24.20 24.00 0.00 Def Def. 397 24.20 24.00 0.00 Def Def 398 24.20 24.00 0.00 Def. Def. 399 24.20 24.00 0.00 Def Def. 400 24.20 24.00 0.00 Def. Def. 401 24.20 24.00 0.00 Def. Def. 402 24.20 24.00 0.00 Def Def 403 24.20 24.00 0.00 Def. Def. 404 24.20 24.00 0.00 Def. Def. 405 24.20 24.00 0.00 Def. Def. 406 24.20 24.00 0.00 Def. Def. 407 24.20 24.00 0.00 Def Def RAM Manager vl 1.1.1 Echo of Input Data Page 21/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNAiICXJAL Building Code: IBC Slab Edges: Xi Yi Xi Yj Edge Dist ft ft ft ft in Diaphragm l: 0.000 150.000 0.000 180.000 3.0 0.000 180.000 30.000 180.000 3.0 30.000 180.000 60.000 180.000 3.0 60.000 180.000 90.000 180.000 3.0 90.000 180.000 120.000 180.000 3.0 120.000 180.000 150.000 180.000 3.0 150.000 180.000 180.000 180.000 3.0 180.000 150.000 180.000 180.000 3.0 180.000 126.000 180.000 150.000 3.0 180.000 126.000 186.000 126.000 12.0 186.000 84.000 186.000 126.000 12.0 180.000 84.000 186.000 84.000 12.0 180.000 60.000 180.000 84.000 3.0 180.000 30.000 180.000 60.000 3.0 190.000 0.000 180.000 30.000 3.0 150.000 0.000 180.000 0.000 3.0 120.000 0.000 150.000 0.000 3.0 97.000 0.000 120.000 0.000 3.0 97.000 -5.500 97.000 0.000 24.0 83.000 -5.500 97.000 -5.500 24.0 83.000 -5.500 83.000 0.000 24.0 60.000 0.000 83.000 0.000 3.0 30.000 0.000 60.000 0.000 3.0 0.000 0.000 30.000 0.000 3.0 0.000 0.000 0.000 30.000 3.0 0.000 30.000 0.000 60.000 3.0 0.000 60.000 0.000 90.000 3.0 0.000 90.000 0.000 120.000 3.0 -5.500 120.000 0.000 120.000 24.0 -5.500 120.000 -5.500 129.000 30.0 -5.500 129.000 0.000 129.000 24.0 0.000 129.000 0.000 150.000 3.0 Slab Openings: Xi Yi Xj Yj Edge Dist ft ft ft ft in 87.911 90.000 87.911 106.200 6.0 84.345 106.200 87.911 106.200 6.0 80.780 106.200 84.345 106.200 6.0 77.214 106.200 80.780 106.200 6.0 77.214 90.000 77.214 106.200 6.0 77.214 90.000 87.911 90.000 12.0 Fm Echo of Input Data i\1 RAM Manager vl 1.1.1 Page 22/42 RAM DataBase: V06 06/25/07 15:51:03 INTERN r tvAL Building Code: IBC Xi Yi Xj Yj Edge Dist 12.267 139.500 15.333 139.500 6.0 15.333 129.000 15.333 139.500 6.0 12.267 129.000 15.333 129.000 6.0 9.200 129.000 12.267 129.000 6.0 6.133 129.000 9.200 129.000 6.0 3.067 129.000 6.133 129.000 6.0 0.000 129.000 3.067 129.000 6.0 0.000 129.000 0.000 139.500 6.0 0.000 139.500 3.067 139.500 6.0 3.067 139.500 6.133 139.500 6.0 6.133 139.500 9.200 139.500 6.0 9.200 139.500 12.267 139.500 6.0 118.036 14.125 118.036 30.000 6.0 103.349 30.000 118.036 30.000 6.0 103.349 17.927 103.349 30.000 6.0 103.349 17.927 112.484 17.927 6.0 112.484 14.125 112.484 17.927 6.0 112.484 14.125 118.036 14.125 6.0 Deck Polygons: Deck Prop Angle X-Coord Y-Coord Type ID ft ft Noncomposite NA 0.00 -10.50 185.00 185.00 185.00 185.00 -10.50 -10.50 -10.50 -10.50 185.00 Noncomposite NA 90.00 0.00 120.00 0.00 129.00 -5.50 129.00 -5.50 120.00 0.00 120.00 Noncomposite NA 0.00 97.00 0.00 83.00 0.00 83.00 -5.50 97.00 -5.50 97.00 0.00 Noncomposite NA 0.00 83.00 0.00 97.00 0.00 97.00 -5.50 83.00 -5.50 83.00 0.00 Noncomposite NA 0.00 -5.50 120.00 0.00 120.00 0.00 129.00 -5.50 129.00 Echo of InDut Data RAM Manager vl 1.1.1 Page 23/42 mm DataBase: V06 06/25/07 15:51:03 E Building Code: IBC Deck Prop Angle X-Coord Y-Coord -5.50 120.00 Load Polygons: Load Properties ID X-Coord Y-Coord ft ft Office -10.50 185.00 185.00 185.00 185.00 -10.50 -10.50 -10.50 -10.50 185.00 Corridor 60.00 30.00 98.48 30.00 98.48 18.00 103.35 17.93 103.35 30.00 120.00 30.00 120.00 35.00 77.69 35.00 77.69 72.88 72.58 72.88 72.58 35.00 60.00 35.00 60.00 30.00 Lobby 98.48 18.00 98.48 0.00 120.00 0.00 120.00 18.00 118.04 18.00 118.04 14.13 112.48 14.13 112.48 17.93 98.48 18.00 Office 77.69 72.88 77.21 72.88 77.21 35.00 77.69 35.00 77.69 72.88 Corridor 77.21 90.00 77.21 83.90 120.00 83.90 120.00 90.00 77.21 90.00 Corridor 90.00 90.00 90.00 129.25 96.10 129.25 96.10 90.00 D fill RAM Manager vl 1.1.1 Echo of Input ata Page 24/42 FAM DataBase: V06 06/25/07 15:51:03 INTERNATON4 Building Code: IBC Load Properties ID X-Coord Y-Coord 90.00 90.00 Corridor 90.00 129.25 90.00 134.35 30.00 134.35 30.00 129.25 90.00 129.25 Corridor 30.00 134.35 30.00 139.08 21.66 139.08 21.66 129.25 30.00 129.25 30.00 134.35 Corridor 72.58 129.25 72.58 113.61 77.21 113.61 77.21 129.25 72.58 129.25 Roof -5.50 120.00 0.00 120.00 0.00 129.00 -5.50 129.00 -5.50 120.00 Roof 83.00 0.00 97.00 0.00 97.00 -5.50 83.00 -5.50 83.00 0.00 Roof 0.00 118.00 0.00 120.00 -5.50 120.00 -5.50 129.00 0.00 129.00 0.00 131.00 -8.00 131.00 -8.00 118.00 0.00 118.00 Roof 83.00 0.00 81.00 0.00 81.00 -7.50 99.00 -7.50 99.00 0.00 97.00 0.00 97.00 -5.50 83.00 -5.50 83.00 0.00 Echo of Input Data RAM Manager vl 1.1.1 Page 25/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATIONAL Building Code: IBC Load Properties ID X-Coord Y-Coord Roof 180.00 126.00 186.00 126.00 186.00 84.00 180.00 84.00 180.00 126.00 Roof 180.00 126.00 180.00 127.00 186.00 127.00 186.00 126.00 180.00 126.00 Roof 180.00 84.00 186.00 84.00 186.00 83.00 180.00 83.00 180.00 84.00 User Input Line Loads: Load Properties ID Xi Yi Xj Yj ft ft ft ft 2nd Line X 0.00 180.00 180.00 180.00 2nd Line X 0.00 0.00 180.00 0.00 2nd Line Y 180.00 0.00 180.00 180.00 2nd Line Y 0.00 0.00 0.00 180.00 User Input Point Loads: Load Properties ID X-Coord Y-Coord ft ft Landing 0.00 129.50 Landing 0.00 139.00 Top Stair 87.50 90.00 Top Stair 83.00 90.00 Top Stair 15.33 129.50 Top Stair 15.33 134.00 Landing 87.41 106.20 Landing 77.71 106.20 El Stair L Top 112.98 14.13 El Stair R Top 117.54 14.13 El Stair Center 118.04 29.50 Snow Load Polygons: Load Properties ID X-Coord Y-Coord Magnitude Points ft ft Drift Snow Canopy 0.00 120.00 MI 0.00 129.00 M2 -5.50 129.00 M3 RAM Manager v11.1.l Echo of Input Data /4 Page 2 g 6 2 RAM DataBase: V06 06/25/07 15:51:03 INTERNATKIJAI Building Code: IBC Load Properties ID X-Coord Y-Coord Magnitude Points -5.50 120.00 Drift Snow Canopy 83.00 0.00 MI 83.00 -5.50 97.00 -5.50 M3 97.00 0.00 M2 Drift Snow Canopy 0.00 120.00 M1 0.00 129.00 M2 -5.50 129.00 M3 -5.50 120.00 Drift Snow Canopy 97.00 0.00 M1 83.00 0.00 M2 83.00 -5.50 M3 97.00 -5.50 Drift Snow Canopy 180.00 126.00 M1 180.00 84.00 M2 186.00 84.00 M3 186.00 126.00 DATA FOR FLOOR TYPE: Main Grid Systems: Main Columns: ID X Y Shape Orientation Param* Max% Frame ft ft Angle ksi LLRed Type 1 180.000 60.000 T 0.00 50.0 None Gravity 2 180.000 90.000 T 0.00 50.0 None Gravity 3 180.000 120.000 T 0.00 50.0 None Gravity 4 180.000 150.000 T 0.00 50.0 None Gravity 5 180.000 180.000 T 0.00 50.0 None Gravity 6 150.000 180.000 T 0.00 50.0 None Gravity 7 120.000 180.000 T 0.00 50.0 None Gravity 8 90.000 180.000 T 0.00 50.0 None Gravity 9 60.000 180.000 T 0.00 50.0 None Gravity 10 30.000 180.000 T 0.00 50.0 None Gravity 11 0.000 180.000 T 0.00 50.0 None Gravity 12 0.000 150.000 T 0.00 50.0 None Gravity 13 0.000 120.000 T 0.00 50.0 None Gravity 14 0.000 90.000 T 0.00 50.0 None Gravity 15 0.000 60.000 T 0.00 50.0 None Gravity 16 0.000 30.000 T 0.00 50.0 None Gravity 17 0.000 0.000 T 0.00 50.0 None Gravity 18 30.000 0.000 T 0.00 50.0 None Gravity 19 60.000 0.000 T 0.00 50.0 None Gravity 20 90.000 0.000 T 0.00 50.0 None Gravity 21 120.000 0.000 T 0.00 50.0 None Gravity i RAM Manager vl 1.1.1 Echo of Input Data Page 27/42 RAM DataBase: V06 06/25/07 15:51:03 I1,11ERNAT02, Building Code: IBC ID X Y Shape Orientation Param* Max% Frame 22 150.000 0.000 T 0.00 50.0 None Gravity 23 180.000 0.000 T 0.00 50.0 None Gravity 24 180.000 30.000 T 0.00 50.0 None Gravity 25 30.000 30.000 T 0.00 50.0 None Lateral 26 30.000 60.000 T 0.00 50.0 None Lateral 27 30.000 90.000 T 0.00 50.0 None Lateral 28 30.000 120.000 T 0.00 50.0 None Lateral 29 30.000 150.000 T 0.00 50.0 None Lateral 30 60.000 30.000 T 0.00 50.0 None Lateral 31 60.000 60.000 T 0.00 50.0 None Lateral 32 60.000 90.000 T 0.00 50.0 None Lateral 33 60.000 120.000 T 0.00 50.0 None Lateral 34 60.000 150.000 T 0.00 50.0 None Lateral 35 90.000 30.000 T 0.00 50.0 None Lateral 36 90.000 60.000 T 0.00 50.0 None Lateral 37 90.000 90.000 T 0.00 50.0 None Lateral 38 90.000 120.000 T 0.00 50.0 None Lateral 39 90.000 150.000 T 0.00 50.0 None Lateral 40 120.000 30.000 T 0.00 50.0 None Lateral 41 120.000 60.000 T 0.00 50.0 None Lateral 42 120.000 90.000 T 0.00 50.0 None Lateral 43 120.000 120.000 T 0.00 50.0 None Lateral 44 t 20.000 150.000 T 0.00 50.0 None Lateral 45 150.000 30.000 T 0.00 50.0 None Lateral 46 150.000 60.000 T 0.00 50.0 None Lateral 47 150.000 90.000 T 0.00 50.0 None Lateral 48 150.000 120.000 T 0.00 50.0 None Lateral 49 150.000 150.000 T 0.00 50.0 None Lateral * Parameter: Steel - Fy Concrete- f c Other- E DATA FOR FLOOR TYPE: Roof Grid Systems: Main Columns: ID X Y Shape Orientation Param* Max% Frame ft ft Angle ksi LLRed Type 1 180.000 60.000 T 0.00 46.0 None Lateral 2 180.000 90.000 T 0.00 46.0 None Lateral 3 180.000 120.000 T 0.00 46.0 None Lateral 4 180.000 150.000 T 0.00 50.0 None Lateral 5 180.000 180.000 T 0.00 46.0 None Gravity r Fil RAM Manager vl 1.1.1 Echo of Input Data Page 28/42 RAM g DataBase: V06 06/25/07 15:51:03 INTERNATO-L Building Code: IBC ID X Y Shape Orientation Param* Max% Frame 6 150.000 180.000 T 0.00 46.0 None Lateral 7 120.000 180.000 T 0.00 46.0 None Lateral 8 90.000 180.000 T 0.00 46.0 None Lateral 9 60.000 180.000 T 0.00 46.0 None Lateral 10 30.000 180.000 T 0.00 46.0 None Lateral 11 0.000 180.000 T 0.00 46.0 None Gravity 12 0.000 150.000 T 0.00 46.0 None Lateral 14 0.000 90.000 T 0.00 46.0 None Lateral 15 0.000 60.000 T 0.00 46.0 None Lateral 16 0.000 30.000 T 0.00 50.0 None Lateral 17 0.000 0.000 T 0.00 46.0 None Gravity 18 30.000 0.000 T 0.00 46.0 None Lateral 19 60.000 0.000 T 0.00 46.0 None Lateral 21 120.000 0.000 T 0.00 46.0 None Lateral 22 150.000 0.000 T 0.00 46.0 None Lateral 23 180.000 0.000 T 0.00 46.0 None Gravity 24 180.000 30.000 T 0.00 46.0 None Lateral 25 30.000 30.000 T 0.00 46.0 None Lateral 26 30.000 60.000 T 0.00 46.0 None Lateral 27 30.000 90.000 T 0.00 46.0 None Lateral 28 30.000 120.000 T 0.00 46.0 None Lateral 29 30.000 150.000 T 0.00 46.0 None Lateral 30 60.000 30.000 T 0.00 46.0 None Lateral 31 60.000 60.000 T 0.00 46.0 None Lateral 32 60.000 90.000 T 0.00 46.0 None Lateral 33 60.000 120.000 T 0.00 46.0 None Lateral 34 60.000 150.000 T 0.00 46.0 None Lateral 35 90.000 30.000 T 0.00 46.0 None Lateral 36 90.000 60.000 T 0.00 46.0 None Lateral 37 90.000 90.000 T 0.00 46.0 None Lateral 38 90.000 120.000 T 0.00 46.0 None Lateral 39 90.000 150.000 T 0.00 46.0 None Lateral 40 120.000 30.000 T 0.00 46.0 None Lateral 41 120.000 60.000 T 0.00 46.0 None Lateral 42 120.000 90.000 T 0.00 46.0 None Lateral 43 120.000 120.000 T 0.00 46.0 None Lateral 44 120.000 150.000 T 0.00 46.0 None Lateral 45 150.000 30.000 T 0.00 46.0 None Lateral 46 150.000 60.000 T 0.00 46.0 None Lateral 47 150.000 90.000 T 0.00 46.0 None Lateral 48 150.000 120.000 T 0.00 46.0 None Lateral 49 150.000 150.000 T 0.00 46.0 None Lateral 58 0.000 120.000 T 0.00 46.0 None Lateral 60 83.000 0.000 T 0.00 46.0 None Gravity 61 97.000 0.000 T 0.00 46.0 None Gravity Echo of Input Data RAM Manager vl 1.1.1 Page 29/42 ram DataBase: V06 06/25/07 15:51:03 INTERNAT01-k Building Code: IBC * Parameter: Steel - Fy Concrete- f c Other- E Beams: ID Xi Yi Xj Yj Param* Max% Type Frame User ft ft ft ft ksi LLRed Type Size 1 120.000 180.000 150.000 180.000 50.0 None NonC Gravity W18X35 2 90.000 180.000 120.000 180.000 50.0 None NonC Gravity W18X35 3 0.000 180.000 30.000 180.000 50.0 None NonC Gravity W18X35 4 30.000 180.000 60.000 180.000 50.0 None NonC Gravity W18X35 5 60.000 180.000 90.000 180.000 50.0 None NonC Gravity W18X35 6 150.000 180.000 180.000 180.000 50.0 None NonC Gravity W18X35 7 180.000 0.000 180.000 30.000 50.0 None NonC Gravity W21X50 8 180.000 30.000 180.000 60.000 50.0 None NonC Gravity W21X50 9 180.000 60.000 180.000 90.000 50.0 None NonC Gravity W21X50 10 180.000 90.000 180.000 120.000 50.0 None NonC Gravity W21X50 11 180.000 120.000 180.000 150.000 50.0 None NonC Gravity W21X50 12 180.000 150.000 180.000 180.000 50.0 None NonC Gravity W21X50 13 0.000 0.000 30.000 0.000 50.0 None NonC Gravity W18X35 14 30.000 0.000 60.000 0.000 50.0 None NonC Gravity W18X35 17 120.000 0.000 150.000 0.000 50.0 None NonC Gravity W18X35 18 150.000 0.000 180.000 0.000 50.0 None NonC Gravity W18X35 19 0.000 0.000 0.000 30.000 50.0 None NonC Gravity W21X50 20 0.000 30.000 0.000 60.000 50.0 None NonC Gravity W21X50 21 0.000 60.000 0.000 90.000 50.0 None NonC Gravity W21X50 22 0.000 90.000 0.000 120.000 50.0 None NonC Gravity W21X50 24 0.000 150.000 0.000 180.000 50.0 None NonC Gravity W21X50 25 30.000 30.000 30.000 60.000 50.0 None Lat Lateral W21X50 26 30.000 60.000 30.000 90.000 50.0 None Lat Lateral W21X50 27 30.000 90.000 30.000 120.000 50.0 None Lat Lateral W21X50 28 30.000 120.000 30.000 150.000 50.0 None Lat Lateral W21X50 29 60.000 30.000 60.000 60.000 50.0 None Lat Lateral W21X50 30 60.000 60.000 60.000 90.000 50.0 None Lat Lateral W21X50 31 60.000 90.000 60.000 120.000 50.0 None Lat Lateral W21X50 32 60.000 120.000 60.000 150.000 50.0 None Lat Lateral W21X50 33 90.000 30.000 90.000 60.000 50.0 None Lat Lateral W21X50 34 90.000 60.000 90.000 90.000 50.0 None Lat Lateral W21X50 35 90.000 90.000 90.000 120.000 50.0 None Lat Lateral W21X50 36 90.000 120.000 90.000 150.000 50.0 None Lat Lateral W21X50 37 120.000 30.000 120.000 60.000 50.0 None Lat Lateral W21X50 38 120.000 60.000 120.000 90.000 50.0 None Lat Lateral W21X50 39 120.000 90.000 120.000 120.000 50.0 None Lat Lateral W21X50 40 120.000 120.000 120.000 150.000 50.0 None Lat Lateral W21X50 41 150.000 30.000 150.000 60.000 50.0 None Lat Lateral W21X50 42 150.000 60.000 150.000 90.000 50.0 None Lat Lateral W21X50 Fil RAM Manager vl 1.1.1 Echo of Input Data Page 30/42 RA M DataBase: V06 06/25/07 15:51:03 1NTEN,^TKYw Building Code: IBC ID Xi Yi Xi Yj Param* Max% Type Frame User 43 150.000 90.000 150.000 120.000 50.0 None Lat Lateral W21X50 44 150.000 120.000 150.000 150.000 50.0 None Lat Lateral W21X50 45 30.000 30.000 60.000 30.000 50.0 None Lat Lateral W21X50 46 60.000 30.000 90.000 30.000 50.0 None Lat Lateral W21X50 47 90.000 30.000 120.000 30.000 50.0 None Lat Lateral W21X50 48 120.000 30.000 150.000 30.000 50.0 None Lat Lateral W21X50 49 30.000 60.000 60.000 60.000 50.0 None Lat Lateral W21X50 50 60.000 60.000 90.000 60.000 50.0 None Lat Lateral W21X50 51 90.000 60.000 120.000 60.000 50.0 None Lat Lateral W21X50 52 120.000 60.000 150.000 60.000 50.0 None Lat Lateral W21X50 53 30.000 90.000 60.000 90.000 50.0 None Lat Lateral W21X50 54 60.000 90.000 90.000 90.000 50.0 None Lat Lateral W21X50 55 90.000 90.000 120.000 90.000 50.0 None Lat Lateral W21X50 56 120.000 90.000 150.000 90.000 50.0 None Lat Lateral W21X50 57 30.000 120.000 60.000 120.000 50.0 None Lat Lateral W21X50 58 60.000 120.000 90.000 120.000 50.0 None Lat Lateral W21X50 59 90.000 120.000 120.000 120.000 50.0 None Lat Lateral W21X50 60 120.000 120.000 150.000 120.000 50.0 None Lat Lateral W21X50 61 30.000 150.000 60.000 150.000 50.0 None Lat Lateral W21X50 62 60.000 150.000 90.000 150.000 50.0 None Lat Lateral W21X50 63 90.000 150.000 120.000 150.000 50.0 None Lat Lateral W21X50 64 120.000 150.000 150.000 150.000 50.0 None Lat Lateral W21X50 65 150.000 150.000 180.000 150.000 50.0 None Lat Lateral W21X50 66 150.000 150.000 150.000 180.000 50.0 None Lat Lateral W21X50 67 120.000 150.000 120.000 180.000 50.0 None Lat Lateral W21X50 68 90.000 150.000 90.000 180.000 50.0 None Lat Lateral W21X50 69 60.000 150.000 60.000 180.000 50.0 None Lat Lateral W21X50 70 30.000 150.000 30.000 180.000 50.0 None Lat Lateral W21X50 71 0.000 150.000 30.000 150.000 50.0 None Lat Lateral W21X50 72 0.000 120.000 30.000 120.000 50.0 None Lat Lateral W21X50 73 0.000 90.000 30.000 90.000 50.0 None Lat Lateral W21X50 74 0.000 60.000 30.000 60.000 50.0 None Lat Lateral W21X50 75 0.000 30.000 30.000 30.000 50.0 None Lat Lateral W21X50 76 30.000 0.000 30.000 30.000 50.0 None Lat Lateral W21X50 77 60.000 0.000 60.000 30.000 50.0 None Lat Lateral W21X50 79 120.000 0.000 120.000 30.000 50.0 None Lat Lateral W21X50 80 150.000 0.000 150.000 30.000 50.0 None Lat Lateral W21X50 81 150.000 30.000 180.000 30.000 50.0 None Lat Lateral W21X50 82 150.000 60.000 180.000 60.000 50.0 None Lat Lateral W21X50 83 150.000 90.000 180.000 90.000 50.0 None Lat Lateral W21X50 84 150.000 120.000 180.000 120.000 50.0 None Lat Lateral W21X50 101 103.349 0.000 103.349 30.000 50.0 None NonC Gravity W21X50 369 112.729 0.000 112.729 30.000 50.0 None NonC Gravity W21X50 371 35.000 150.000 35.000 180.000 ---- None Jst Gravity None 372 40.000 150.000 40.000 180.000 ---- None Jst Gravity None ril Echo of Input Data RAM Manager vl 1.1.1 Page 31/42 RANI DataBase: V06 06/25/07 15:51:03 INTERNATrm Building Code: IBC ID Xi Yi Xj Yj Param* Max% Type Frame User 373 45.000 150.000 45.000 180.000 ---- None Jst Gravity None 374 50.000 150.000 50.000 180.000 ---- None Jst Gravity None 375 55.000 150.000 55.000 180.000 ---- None Jst Gravity None 376 65.000 150.000 65.000 180.000 ---- None Jst Gravity None 377 70.000 150.000 70.000 180.000 ---- None Jst Gravity None 378 75.000 150.000 75.000 180.000 ---- None Jst Gravity None 379 80.000 150.000 80.000 180.000 ---- None Jst Gravity None 380 85.000 150.000 85.000 180.000 ---- None Jst Gravity None 381 95.000 150.000 95.000 180.000 ---- None Jst Gravity None 382 100.000 150.000 100.000 180.000 ---- None Jst Gravity None 383 105.000 150.000 105.000 180.000 ---- None Jst Gravity None 384 110.000 150.000 110.000 180.000 ---- None Jst Gravity None 385 115.000 150.000 115.000 180.000 ---- None Jst Gravity None 386 125.000 150.000 125.000 180.000 ---- None Jst Gravity None 387 130.000 150.000 130.000 180.000 ---- None Jst Gravity None 388 135.000 150.000 135.000 180.000 ---- None Jst Gravity None 389 140.000 150.000 140.000 180.000 ---- None Jst Gravity None 390 145.000 150.000 145.000 180.000 ---- None Jst Gravity None 391 155.000 150.000 155.000 180.000 ---- None Jst Gravity None 392 160.000 150.000 160.000 180.000 ---- None Jst Gravity None 393 165.000 150.000 165.000 180.000 ---- None Jst Gravity None 394 170.000 150.000 170.000 180.000 ---- None Jst Gravity None 395 175.000 150.000 175.000 180.000 ---- None Jst Gravity None 396 5.000 150.000 5.000 180.000 ---- None Jst Gravity None 397 10.000 150.000 10.000 180.000 ---- None Jst Gravity None 398 15.000 150.000 15.000 180.000 ---- None Jst Gravity None 399 20.000 150.000 20.000 180.000 ---- None Jst Gravity None 400 25.000 150.000 25.000 180.000 ---- None Jst Gravity None 401 35.000 120.000 35.000 150.000 ---- None Jst Gravity None 402 40.000 120.000 40.000 150.000 ---- None Jst Gravity None 403 45.000 120.000 45.000 150.000 ---- None Jst Gravity None 404 50.000 120.000 50.000 150.000 ---- None Jst Gravity None 405 55.000 120.000 55.000 150.000 ---- None Jst Gravity None 406 65.000 120.000 65.000 150.000 ---- None Jst Gravity None 407 70.000 120.000 70.000 150.000 ---- None Jst Gravity None 408 75.000 120.000 75.000 150.000 ---- None Jst Gravity None 409 80.000 120.000 80.000 150.000 ---- None Jst Gravity None 410 85.000 120.000 85.000 150.000 ---- None Jst Gravity None 411 95.000 120.000 95.000 150.000 ---- None Jst Gravity None 412 100.000 120.000 100.000 150.000 ---- None Jst Gravity None 413 105.000 120.000 105.000 150.000 ---- None Jst Gravity None 414 110.000 120.000 110.000 150.000 ---- None Jst Gravity None 415 115.000 120.000 115.000 150.000 ---- None Jst Gravity None 416 125.000 120.000 125.000 150.000 ---- None Jst Gravity None 417 130.000 120.000 130.000 150.000 ---- None Jst Gravity None rt Echo of Input Data RAM Manager vl 1.1.1 Page 32/42 RAM DataBase: V06 06/25/07 15:51:03 IMERNATICm Building Code: IBC ID Xi Yi Xi Yj Param* Max% Type Frame User 418 135.000 120.000 135.000 150.000 ---- None Jst Gravity None 419 140.000 120.000 140.000 150.000 ---- None Jst Gravity None 420 145.000 120.000 145.000 150.000 ---- None Jst Gravity None 421 155.000 120.000 155.000 150.000 ---- None Jst Gravity None 422 160.000 120.000 160.000 150.000 ---- None Jst Gravity None 423 165.000 120.000 165.000 150.000 ---- None Jst Gravity None 424 170.000 120.000 170.000 150.000 ---- None Jst Gravity None 425 175.000 120.000 175.000 150.000 ---- None Jst Gravity None 426 5.000 120.000 5.000 150.000 ---- None Jst Gravity None 427 10.000 120.000 10.000 150.000 ---- None Jst Gravity None 428 15.000 120.000 15.000 150.000 ---- None Jst Gravity None 429 20.000 120.000 20.000 150.000 ---- None Jst Gravity None 430 25.000 120.000 25.000 150.000 ---- None Jst Gravity None 431 35.000 90.000 35.000 120.000 ---- None Jst Gravity None 432 40.000 90.000 40.000 120.000 ---- None Jst Gravity None 433 45.000 90.000 45.000 120.000 ---- None Jst Gravity None 434 50.000 90.000 50.000 120.000 ---- None Jst Gravity None 435 55.000 90.000 55.000 120.000 ---- None Jst Gravity None 436 65.000 90.000 65.000 120.000 ---- None Jst Gravity None 437 70.000 90.000 70.000 120.000 ---- None Jst Gravity None 438 75.000 90.000 75.000 120.000 ---- None Jst Gravity None 439 80.000 90.000 80.000 120.000 ---- None Jst Gravity None 440 85.000 90.000 85.000 120.000 ---- None Jst Gravity None 441 95.000 90.000 95.000 120.000 ---- None Jst Gravity None 442 100.000 90.000 100.000 120.000 ---- None Jst Gravity None 443 105.000 90.000 105.000 120.000 ---- None Jst Gravity None 444 110.000 90.000 110.000 120.000 ---- None Jst Gravity None 445 115.000 90.000 115.000 120.000 ---- None Jst Gravity None 446 125.000 90.000 125.000 120.000 ---- None Jst Gravity None 447 130.000 90.000 130.000 120.000 ---- None Jst Gravity None 448 135.000 90.000 135.000 120.000 ---- None Jst Gravity None 449 140.000 90.000 140.000 120.000 ---- None Jst Gravity None 450 145.000 90.000 145.000 120.000 ---- None Jst Gravity None 451 5.000 90.000 5.000 120.000 ---- None Jst Gravity None 452 10.000 90.000 10.000 120.000 ---- None Jst Gravity None 453 15.000 90.000 15.000 120.000 ---- None Jst Gravity None 454 20.000 90.000 20.000 120.000 ---- None Jst Gravity None 455 25.000 90.000 25.000 120.000 ---- None Jst Gravity None 456 155.000 90.000 155.000 120.000 ---- None Jst Gravity None 457 160.000 90.000 160.000 120.000 ---- None Jst Gravity None 458 165.000 90.000 165.000 120.000 ---- None Jst Gravity None 459 170.000 90.000 170.000 120.000 ---- None Jst Gravity None 460 175.000 90.000 175.000 120.000 ---- None Jst Gravity None 461 35.000 60.000 35.000 90.000 ---- None Jst Gravity None 462 40.000 60.000 40.000 90.000 ---- None Jst Gravity None Echo of Input Data RAM Manager vl 1.1.1 Page 33/42 RAM DataBase: V06 06/25/07 15:51:03 RJfERNAT A,AL Building Code: IBC ID Xi Yi Xj Yj Param* Max% Type Frame User 463 45.000 60.000 45.000 90.000 ---- None Jst Gravity None 464 50.000 60.000 50.000 90.000 ---- None Jst Gravity None 465 55.000 60.000 55.000 90.000 ---- None Jst Gravity None 466 65.000 60.000 65.000 90.000 ---- None Jst Gravity None 467 70.000 60.000 70.000 90.000 ---- None Jst Gravity None 468 75.000 60.000 75.000 90.000 ---- None Jst Gravity None 469 80.000 60.000 80.000 90.000 ---- None Jst Gravity None 470 85.000 60.000 85.000 90.000 ---- None Jst Gravity None 471 95.000 60.000 95.000 90.000 ---- None Jst Gravity None 472 100.000 60.000 100.000 90.000 ---- None Jst Gravity None 473 105.000 60.000 105.000 90.000 ---- None Jst Gravity None 474 110.000 60.000 110.000 90.000 ---- None Jst Gravity None 475 115.000 60.000 115.000 90.000 ---- None Jst Gravity None 476 125.000 60.000 125.000 90.000 ---- None Jst Gravity None 477 130.000 60.000 130.000 90.000 ---- None Jst Gravity None 478 135.000 60.000 135.000 90.000 ---- None Jst Gravity None 479 140.000 60.000 140.000 90.000 ---- None Jst Gravity None 480 145.000 60.000 145.000 90.000 ---- None Jst Gravity None 481 5.000 60.000 5.000 90.000 ---- None Jst Gravity None 482 10.000 60.000 10.000 90.000 ---- None Jst Gravity None 483 15.000 60.000 15.000 90.000 ---- None Jst Gravity None 484 20.000 60.000 20.000 90.000 ---- None Jst Gravity None 485 25.000 60.000 25.000 90.000 ---- None Jst Gravity None 486 155.000 60.000 155.000 90.000 ---- None Jst Gravity None 487 160.000 60.000 160.000 90.000 ---- None Jst Gravity None 488 165.000 60.000 165.000 90.000 ---- None Jst Gravity None 489 170.000 60.000 170.000 90.000 ---- None Jst Gravity None 490 175.000 60.000 175.000 90.000 ---- None Jst Gravity None 491 35.000 30.000 35.000 60.000 ---- None Jst Gravity None 492 40.000 30.000 40.000 60.000 ---- None Jst Gravity None 493 45.000 30.000 45.000 60.000 ---- None Jst Gravity None 494 50.000 30.000 50.000 60.000 ---- None Jst Gravity None 495 55.000 30.000 55.000 60.000 ---- None Jst Gravity None 496 65.000 30.000 65.000 60.000 ---- None Jst Gravity None 497 70.000 30.000 70.000 60.000 ---- None Jst Gravity None 498 75.000 30.000 75.000 60.000 ---- None Jst Gravity None 499 80.000 30.000 80.000 60.000 ---- None Jst Gravity None 500 85.000 30.000 85.000 60.000 ---- None Jst Gravity None 501 95.000 30.000 95.000 60.000 ---- None Jst Gravity None 502 100.000 30.000 100.000 60.000 ---- None Jst Gravity None 503 105.000 30.000 105.000 60.000 ---- None Jst Gravity None 504 110.000 30.000 110.000 60.000 ---- None Jst Gravity None 505 115.000 30.000 115.000 60.000 ---- None Jst Gravity None 506 125.000 30.000 125.000 60.000 ---- None Jst Gravity None 507 130.000 30.000 130.000 60.000 ---- None Jst Gravity None { Echo of Input Data RAM Manager vl 1.1.1 Page 34/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATmAI Building Code: IBC ID Xi Yi Xj Yj Param* Max% Type Frame User 508 135.000 30.000 135.000 60.000 ---- None Jst Gravity None 509 140.000 30.000 140.000 60.000 ---- None Jst Gravity None 510 145.000 30.000 145.000 60.000 ---- None Jst Gravity None 511 5.000 30.000 5.000 60.000 ---- None Jst Gravity None 512 10.000 30.000 10.000 60.000 ---- None Jst Gravity None 513 15.000 30.000 15.000 60.000 ---- None Jst Gravity None 514 20.000 30.000 20.000 60.000 ---- None Jst Gravity None 515 25.000 30.000 25.000 60.000 ---- None Jst Gravity None 516 155.000 30.000 155.000 60.000 ---- None Jst Gravity None 517 160.000 30.000 160.000 60.000 ---- None Jst Gravity None 518 165.000 30.000 165.000 60.000 ---- None Jst Gravity None 519 170.000 30.000 170.000 60.000 ---- None Jst Gravity None 520 175.000 30.000 175.000 60.000 ---- None Jst Gravity None 521 35.000 0.000 35.000 30.000 ---- None Jst Gravity None 522 40.000 0.000 40.000 30.000 ---- None Jst Gravity None 523 45.000 0.000 45.000 30.000 ---- None Jst Gravity None 524 50.000 0.000 50.000 30.000 ---- None Jst Gravity None 525 55.000 0.000 55.000 30.000 ---- None Jst Gravity None 526 65.000 0.000 65.000 30.000 ---- None Jst Gravity None 527 70.000 0.000 70.000 30.000 ---- None Jst Gravity None 528 75.000 0.000 75.000 30.000 ---- None Jst Gravity None 529 80.000 0.000 80.000 30.000 ---- None Jst Gravity None 530 85.000 0.000 85.000 30.000 ---- None Jst Gravity None 531 5.000 0.000 5.000 30.000 ---- None Jst Gravity None 532 10.000 0.000 10.000 30.000 ---- None Jst Gravity None 533 15.000 0.000 15.000 30.000 ---- None Jst Gravity None 534 20.000 0.000 20.000 30.000 ---- None Jst Gravity None 535 25.000 0.000 25.000 30.000 ---- None Jst Gravity None 536 125.000 0.000 125.000 30.000 ---- None Jst Gravity None 537 130.000 0.000 130.000 30.000 ---- None Jst Gravity None 538 135.000 0.000 135.000 30.000 ---- None Jst Gravity None 539 140.000 0.000 140.000 30.000 ---- None Jst Gravity None 540 145.000 0.000 145.000 30.000 ---- None Jst Gravity None 541 155.000 0.000 155.000 30.000 ---- None Jst Gravity None 542 160.000 0.000 160.000 30.000 ---- None Jst Gravity None 543 165.000 0.000 165.000 30.000 ---- None Jst Gravity None 544 170.000 0.000 170.000 30.000 ---- None Jst Gravity None 545 175.000 0.000 175.000 30.000 ---- None Jst Gravity None 546 116.365 0.000 116.365 30.000 ---- None Jst Gravity None 547 94.432 0.000 94.432 30.000 ---- None Jst Gravity None 548 98.865 0.000 98.865 30.000 ---- None Jst Gravity None 551 103.349 17.896 112.729 17.896 50.0 None NonC Gravity W21X50 552 103.349 25.000 112.729 25.000 50.0 None NonC Gravity W21X50 553 108.016 25.000 108.016 30.000 ---- None Jst Gravity None 554 108.016 0.000 108.016 17.896 ---- None Jst Gravity None fil Echo of Input Data RAM Manager vl 1.1.1 Page 35/42 FAM DataBase: V06 06/25/07 15:51:03 INTERNAno,AL Building Code: IBC ID Xi Yi Xj Yj Param* Max% Type Frame User 555 108.016 17.896 108.016 25.000 ---- None Jst Gravity None 558 90.000 0.000 90.000 30.000 50.0 None NonC Gravity W21X50 559 0.000 120.000 0.000 150.000 50.0 None NonC Gravity W21X50 560 60.000 0.000 83.000 0.000 50.0 None NonC Gravity W 16X31 561 97.000 0.000 120.000 0.000 50.0 None NonC Gravity W 16X31 562 83.000 0.000 97.000 0.000 50.0 None NonC Gravity W16X31 * Parameter: Steel - Fy Concrete- f c Other- E Steel Beam Properties: ID Max Min Min Steel Defl Depth Depth Width Table Criteria in in in 1 None 0.00 0.00 Def. Def. 2 None 0.00 0.00 Def. Def. 3 None 0.00 0.00 Def Def 4 None 0.00 0.00 Def. Def. 5 None 0.00 0.00 Def Def. 6 None 0.00 0.00 Def. Def 7 None 0.00 0.00 Def. Def. 8 None 0.00 0.00 Def. Def. 9 None 0.00 0.00 Def Def 10 None 0.00 0.00 Def. Def. 11 None 0.00 0.00 Def. Def 12 None 0.00 0.00 Def. Def. 13 None 0.00 0.00 Def. Def. 14 None 0.00 0.00 Def. Def. 17 None 0.00 0.00 Def. Def. 18 None 0.00 0.00 Def. Def. 19 None 0.00 0.00 Def Def 20 None 0.00 0.00 Def. Def. 21 None 0.00 0.00 Def Def 22 None 0.00 0.00 Def Def 24 None 0.00 0.00 Def Def 25 None 0.00 0.00 Def Def 26 None 0.00 0.00 Def Def 27 None 0.00 0.00 Def. Def 28 None 0.00 0.00 Def. Def. 29 None 0.00 0.00 Def Def 30 None 0.00 0.00 Def. Def. 31 None 0.00 0.00 Def. Def. 32 None 0.00 0.00 Def Def 33 None 0.00 0.00 Def Def Fil RAM Manager vl 1.1.1 Echo of Input Data Page 36/42 RAM DataBase: V06 06/25/07 15:51:03 INTE"TrNAL Building Code: IBC ID Max Min Min Steel Defl 34 None 0.00 0.00 Def. Def. 35 None 0.00 0.00 Def. Def. 36 None 0.00 0.00 Def. Def. 37 None 0.00 0.00 Def. Def 38 None 0.00 0.00 Def. Def. 39 None 0.00 0.00 Def. Def. 40 None 0.00 0.00 Def. Def. 41 None 0.00 0.00 Def. Def. 42 None 0.00 0.00 Def. Def. 43 None 0.00 0.00 Def. Def. 44 None 0.00 0.00 Def. Def. 45 None 0.00 0.00 Def. Def. 46 None 0.00 0.00 Def. Def. 47 None 0.00 0.00 Def Def. 48 None 0.00 0.00 Def. Def. 49 None 0.00 0.00 Def. Def 50 None 0.00 0.00 Def. Def. 51 None 0.00 0.00 Def. Def. 52 None 0.00 0.00 Def. Def 53 None 0.00 0.00 Def Def. 54 None 0.00 0.00 Def Def 55 None 0.00 0.00 Def Def 56 None 0.00 0.00 Def. Def 57 None 0.00 0.00 Def. Def. 58 None 0.00 0.00 Def. Def. 59 None 0.00 0.00 Def Def 60 None 0.00 0.00 Def Def. 61 None 0.00 0.00 Def. Def 62 None 0.00 0.00 Def. Def. 63 None 0.00 0.00 Def. Def. 64 None 0.00 0.00 Def Def 65 None 0.00 0.00 Def. Def. 66 None 0.00 0.00 Def. Def. 67 None 0.00 0.00 Def. Def. 68 None 0.00 0.00 Def. Def. 69 None 0.00 0.00 Def Def. 70 None 0.00 0.00 Def. Def. 71 None 0.00 0.00 Def. Def. 72 None 0.00 0.00 Def. Def. 73 None 0.00 0.00 Def. Def. 74 None 0.00 0.00 Def. Def 75 None 0.00 0.00 Def. Def. 76 None 0.00 0.00 Def. Def. 77 None 0.00 0.00 Def. Def. 79 None 0.00 0.00 Def. Def. FilEcho of Input Data RAM Manager vl 1.1.1 Page 37/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATONAL Building Code: IBC ID Max Min Min Steel Defl 80 None 0.00 0.00 Def. Def. 81 None 0.00 0.00 Def Def. 82 None 0.00 0.00 Def. Def. 83 None 0.00 0.00 Def. Def. 84 None 0.00 0.00 Def. Def. 101 None 0.00 0.00 Def. Def. 369 None 0.00 0.00 Def. Def. 371 24.20 24.00 0.00 Def. Def. 372 24.20 24.00 0.00 Def. Def. 373 24.20 24.00 0.00 Def. Def. 374 24.20 24.00 0.00 Def. Def. 375 24.20 24.00 0.00 Def. Def. 376 24.20 24.00 0.00 Def. Def. 377 24.20 24.00 0.00 Def. Def. 378 24.20 24.00 0.00 Def. Def 379 24.20 24.00 0.00 Def. Def. 380 24.20 24.00 0.00 Def Def. 381 24.20 24.00 0.00 Def. Def. 382 24.20 24.00 0.00 Def. Def. 383 24.20 24.00 0.00 Def. Def. 384 24.20 24.00 0.00 Def. Def. 385 24.20 24.00 0.00 Def. Def 386 24.20 24.00 0.00 Def Def 387 24.20 24.00 0.00 Def. Def. 388 24.20 24.00 0.00 Def. Def. 389 24.20 24.00 0.00 Def. Def. 390 24.20 24.00 0.00 Def. Def. 391 24.20 24.00 0.00 Def. Def. 392 24.20 24.00 0.00 Def. Def 393 24.20 24.00 0.00 Def. Def. 394 24.20 24.00 0.00 Def. Def. 395 24.20 24.00 0.00 Def. Def. 396 24.20 24.00 0.00 Def. Def. 397 24.20 24.00 0.00 Def. Def. 398 24.20 24.00 0.00 Def. Def. 399 24.20 24.00 0.00 Def. Def. 400 24.20 24.00 0.00 Def. Def. 401 24.20 24.00 0.00 Def. Def. 402 24.20 24.00 0.00 Def. Def 403 24.20 24.00 0.00 Def. Def. 404 24.20 24.00 0.00 Def. Def. 405 24.20 24.00 0.00 Def Def. 406 24.20 24.00 0.00 Def Def 407 24.20 24.00 0.00 Def. Def. 408 24.20 24.00 0.00 Def. Def. RAM Manager vl 1.1.1 Echo of Input Data Page 38/42 �M DataBase: V06 06/25/07 15:51:03 Building Code: IBC ID Max Min Min Steel Defl 409 24.20 24.00 0.00 Def. Def. 410 24.20 24.00 0.00 Def. Def. 411 24.20 24.00 0.00 Def. Def. 412 24.20 24.00 0.00 Def. Def. 413 24.20 24.00 0.00 Def. Def. 414 24.20 24.00 0.00 Def. Def. 415 24.20 24.00 0.00 Def. Def. 416 24.20 24.00 0.00 Def. Def. 417 24.20 24.00 0.00 Def. Def. 418 24.20 24.00 0.00 Def. Def. 419 24.20 24.00 0.00 Def. Def. 420 24.20 24.00 0.00 Def. Def. 421 24.20 24.00 0.00 Def. Def 422 24.20 24.00 0.00 Def. Def. 423 24.20 24.00 0.00 Def. Def. 424 24.20 24.00 0.00 Def. Def. 425 24.20 24.00 0.00 Def. Def. 426 24.20 24.00 0.00 Def. Def. 427 24.20 24.00 0.00 Def. Def. 428 24.20 24.00 0.00 Def. Def. 429 24.20 24.00 0.00 Def. Def. 430 24.20 24.00 0.00 Def. Def. 431 24.20 24.00 0.00 Def. Def. 432 24.20 24.00 0.00 Def. Def. 433 24.20 24.00 0.00 Def. Def. 434 24.20 24.00 0.00 Def. Def. 435 24.20 24.00 0.00 Def. Def. 436 24.20 24.00 0.00 Def. Def. 437 24.20 24.00 0.00 Def. Def. 438 24.20 24.00 0.00 Def. Def. 439 24.20 24.00 0.00 Def. Def. 440 24.20 24.00 0.00 Def. Def. 441 24.20 24.00 0.00 Def. Def. 442 24.20 24.00 0.00 Def. Def. 443 24.20 24.00 0.00 Def. Def. 444 24.20 24.00 0.00 Def. Def. 445 24.20 24.00 0.00 Def. Def. 446 24.20 24.00 0.00 Def. Def. 447 24.20 24.00 0.00 Def. Def. 448 24.20 24.00 0.00 Def. Def. 449 24.20 24.00 0.00 Def. Def. 450 24.20 24.00 0.00 Def. Def. 451 24.20 24.00 0.00 Def. Def. 452 24.20 24.00 0.00 Def. Def. 453 24.20 24.00 0.00 Def. Def. Fil - RAM Manager vl 1.1.1 Echo of Input Data Page 39/42 RAM DataBase: V06 06/25/07 15:51:03 I1,11ERNA71N4 Building Code: IBC ID Max Min Min Steel Defl 454 24.20 24.00 0.00 Def Def 455 24.20 24.00 0.00 Def. Def 456 24.20 24.00 0.00 Def. Def. 457 24.20 24.00 0.00 Def. Def 458 24.20 24.00 0.00 Def. Def 459 24.20 24.00 0.00 Def. Def. 460 24.20 24.00 0.00 Def Def. 461 24.20 24.00 0.00 Def. Def. 462 24.20 24.00 0.00 Def. Def 463 24.20 24.00 0.00 Def Def 464 24.20 24.00 0.00 Def Def 465 24.20 24.00 0.00 Def Def. 466 24.20 24.00 0.00 Def ' Def 467 24.20 24.00 0.00 Def. Def. 468 24.20 24.00 0.00 Def Def 469 24.20 24.00 0.00 Def. Def. 470 24.20 24.00 0.00 Def. Def. 471 24.20 24.00 0.00 Def. Def. 472 24.20 24.00 0.00 Def. Def. 473 24.20 24.00 0.00 Def. Def. 474 24.20 24.00 0.00 Def. Def. 475 24.20 24.00 0.00 Def. Def. 476 24.20 24.00 0.00 Def. Def. 477 24.20 24.00 0.00 Def. Def. 478 24.20 24.00 0.00 Def. Def. 479 24.20 24.00 0.00 Def. Def. 480 24.20 24.00 0.00 Def. Def 481 24.20 24.00 0.00 Def. Def 482 24.20 24.00 0.00 Def. Def. 483 24.20 24.00 0.00 Def. Def. 484 24.20 24.00 0.00 Def Def 485 24.20 24.00 0.00 Def Def 486 24.20 24.00 0.00 Def. Def. 487 24.20 24.00 0.00 Def. Def. 488 24.20 24.00 0.00 Def. Def. 489 24.20 24.00 0.00 Def. Def. 490 24.20 24.00 0.00 Def Def 491 24.20 24.00 0.00 Def. Def. 492 24.20 24.00 0.00 Def. Def 493 24.20 24.00 0.00 Def. Def. 494 24.20 24.00 0.00 Def. Def. 495 24.20 24.00 0.00 Def. Def. 496 24.20 24.00 0.00 Def Def 497 24.20 24.00 0.00 Def Def. 498 24.20 24.00 0.00 Def Def fil RAM Manager vl 1.1.1 Echo of Input Data Page 40/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATK)r,AI Building Code: IBC ID Max Min Min Steel Defl 499 24.20 24.00 0.00 Def. Def. 500 24.20 24.00 0.00 Def. Def. 501 24.20 24.00 0.00 Def. Def. 502 24.20 24.00 0.00 Def Def. 503 24.20 24.00 0.00 Def. Def. 504 24.20 24.00 0.00 Def. Def. 505 24.20 24.00 0.00 Def. Def. 506 24.20 24.00 0.00 Def. Def. 507 24.20 24.00 0.00 Def. Def. 508 24.20 24.00 0.00 Def. Def. 509 24.20 24.00 0.00 Def. Def. 510 24.20 24.00 0.00 Def. Def. 511 24.20 24.00 0.00 Def. Def. 512 24.20 24.00 0.00 Def. Def. 513 24.20 24.00 0.00 Def. Def. 514 24.20 24.00 0.00 Def. Def. 515 24.20 24.00 0.00 Def. Def. 516 24.20 24.00 0.00 Def. Def. 517 24.20 24.00 0.00 Def. Def. 518 24.20 24.00 0.00 Def. Def. 519 24.20 24.00 0.00 Def. Def. 520 24.20 24.00 0.00 Def. Def. 521 24.20 24.00 0.00 Def. Def. 522 24.20 24.00 0.00 Def. Def. 523 24.20 24.00 0.00 Def. Def. 524 24.20 24.00 0.00 Def. Def. 525 24.20 24.00 0.00 Def. Def. 526 24.20 24.00 0.00 Def. Def. 527 24.20 24.00 0.00 Def. Def. 528 24.20 24.00 0.00 Def. Def. 529 24.20 24.00 0.00 Def. Def. 530 24.20 24.00 0.00 Def. Def. 531 24.20 24.00 0.00 Def. Def. 532 24.20 24.00 0.00 Def. Def. 533 24.20 24.00 0.00 Def. Def. 534 24.20 24.00 0.00 Def. Def. 535 24.20 24.00 0.00 Def. Def. 536 24.20 24.00 0.00 Def. Def. 537 24.20 24.00 0.00 Def Def 538 24.20 24.00 0.00 Def. Def. 539 24.20 24.00 0.00 Def Def. 540 24.20 24.00 0.00 Def. Def. 541 24.20 24.00 0.00 Def. Def. 542 24.20 24.00 0.00 Def. Def. 543 24.20 24.00 0.00 Def. Def. Echo of Input Data RAM Manager vl 1.1.1 Page 41/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATKkA! Building Code: IBC ID Max Min Min Steel Defl 544 24.20 24.00 0.00 Def. Def. 545 24.20 24.00 0.00 Def Def 546 24.20 24.00 0.00 Def. Def. 547 24.20 24.00 0.00 Def Def 548 24.20 24.00 0.00 Def. Def. 551 None 0.00 0.00 Def Def. 552 None 0.00 0.00 Def Def 553 24.20 24.00 0.00 Def. Def. 554 24.20 24.00 0.00 Def Def 555 24.20 24.00 0.00 Def. Def. 558 None 0.00 0.00 Def. Def. 559 None 0.00 0.00 Def Def 560 None 0.00 0.00 Def Def 561 None 0.00 0.00 Def. Def. 562 None 0.00 0.00 Def. Def. Slab Edges: Xi Yi Xj Yj Edge Dist ft ft ft ft in Diaphragm 1: 0.000 129.000 0.000 150.000 3.0 0.000 150.000 0.000 180.000 3.0 0.000 180.000 30.000 180.000 3.0 30.000 180.000 60.000 180.000 3.0 60.000 180.000 90.000 180.000 3.0 90.000 180.000 120.000 180.000 3.0 120.000 180.000 150.000 180.000 3.0 150.000 180.000 180.000 180.000 3.0 180.000 150.000 180.000 180.000 3.0 180.000 120.000 180.000 150.000 3.0 180.000 90.000 180.000 120.000 3.0 180.000 60.000 180.000 90.000 3.0 180.000 30.000 180.000 60.000 3.0 180.000 0.000 180.000 30.000 3.0 150.000 0.000 180.000 0.000 3.0 120.000 0.000 150.000 0.000 3.0 97.000 0.000 120.000 0.000 3.0 83.000 0.000 97.000 0.000 3.0 60.000 0.000 83.000 0.000 3.0 30.000 0.000 60.000 0.000 3.0 0.000 0.000 30.000 0.000 3.0 0.000 0.000 0.000 30.000 3.0 0.000 30.000 0.000 60.000 3.0 0.000 60.000 0.000 90.000 3.0 0.000 90.000 0.000 120.000 3.0 0.000 120.000 0.000 129.000 3.0 Fil RAM Manager vl 1.1.1 Echo of Input Data Page 42/42 RAM DataBase: V06 06/25/07 15:51:03 INTERNATO x Building Code: IBC Deck Polygons: Deck Prop Angle X-Coord Y-Coord Type ID ft ft Noncomposite NA 0.00 -10.50 185.00 185.00 185.00 185.00 -10.50 -10.50 -10.50 -10.50 185.00 Load Polygons: Load Properties ID X-Coord Y-Coord ft ft Roof -5.00 185.00 185.00 185.00 185.00 -5.00 -5.00 -5.00 -5.00 185.00 Snow Load Polygons: Load Properties ID X-Coord Y-Coord Magnitude Points ft ft Snow -5.00 185.00 185.00 185.00 185.00 -5.00 -5.00 -5.00 Drift Snow Parapet 0.00 116.65 M1 15.00 116.65 M3 15.00 140.65 0.00 140.65 M2 Drift Snow Parapet 0.00 116.65 MI 0.00 140.65 M2 15.00 140.65 M3 15.00 116.65 Drift Snow Parapet 75.00 0.00 M 1 104.50 0.00 M2 104.50 15.00 M3 75.11 15.00 �n W vi � o � �n d N N b O 0 U a� 09£ M � ZL II OL 6 8 L 69L V6I SLZ LLZ CIE 817E 99I £6L VLZ OLZ ZLE L17E LSL n Z61 a ELZ 69Z ILE 917E 99L L61 ZIZ 99Z OLE Svc SSL 06L LLZ L9Z 60£ VVE VSL 68I OLZ 99Z 90E EVE ESL El 99L o- 60Z El 99Z LO£ 0 ZV£ 9 99C LSE CV 90V EOV ZOV ZSL L8L ON L9Z 66Z LVE LSL 99L LOZ 99Z 96Z OVE C� 09L 991 o 90Z SSZ N L6Z 6EE 6bI 08L SOZ bSZ 96Z SEE 8171 M VOZ ESZ 96Z LEE LVI Z8L COZ ZSZ 176Z 9EE 0 9V L8L ZOZ L9Z E6ZEl SEE 99C 99C Lot SOb C1 VOV 6L hT* SVI 09L LOZ OSZ Z6Z VVI 6LL OOZ 6VZ L6Z a _LSE £VI 8LL 66l 817Z 06Z n o —ZSE a ZbL LLL 86I LbZ 68Z v 60L LSE— LVI 9LL LU 9VZ 88Z 89C OVL 9LL 96L SVZ L9Z 99C Z6, 6£L VLI 96L VbZ 99Z 99C VLC 178E El - SE El 66C E3 OOb Lot £L£ SEI ELL p SE �u� EVZ 99Z LZE _ L LEI ZLL 6b£ ZVZ b8Z 9ZE Ln 9£l N ILL m 90L IVZ o £8Z SZE SCL OLL IN0bZ Z8Z VZE o VEL 691 09C 6CZ L9Z CZC £EL 991 69C 8£Z 09Z ZZE ZEL L9L G 99C LCZ 6LZ 0 LZ£ C ' £8£ 06£ L£ El 96£ ME 96C LEL 991 ZZZ 9EZ 8LZ ON 0£L 99L IN SCZ LLZ 6LE 6ZL V9I OZZ M bEZ 9LZ 8LC SZL £9L 6LZ EEZ 9LZ LLC 00 U LZL M 82 ZEZ VLZ 9LE 9ZL L9I LIZ ICZ £LZ SLE ~ ~ SZL 091 9LZ 0£Z ZLZ VLC ZS£ L6£ MEM176E 96C N O VZL Z9C 6ZZ 179Z 90£ VEE u CZL £9C 8ZZ E9Z SO£ EEC ZZL 179E LZZ Z9Z 170E n ZEE m m LZL bOl 9ZZ l9Z FOE LEE 'd C1 OZI -CLL -LLL- SZZ 09Z ZOE GEE Q Q N 6LI _III _SlL_ bZZ 69Z LO£ ME aJ y 8LI pII V I I EZZ SSZ ON RE a VZ S8 M 8�5 ZZ Id OZ 6 L ��6 Q m m o li `� ,T �I o z S G7 N n rn m > W1422 W14x22 W1422 W1422 _W8xlC W18x40 W14x22 .ty 24K8 24K8 24K8 24K8 4K4 �24K4_ 24K8 fD d 24K8 24K8 24K8 24K8 24K424K4 t24K4 24K8 c 24K8 < 24K8 S 24K8 < 24K8 24K4 S' €24K4 w 24KB ro 24K8 N 24KB 24K8 V% 1 _ 24K8 Uj x 24K8 rn 24K8 m 24K8 x 24K8 24K8 " 24K8 x QQ n CD 24K8 °D 24K8 OD 24K8 24K8 24K8 24K8 CD 24KB 24K8 24K8 24KB 24K8SP 24K8 O C C ro , 24KB 24K8 24K8 ❑ 24K8 24K9 24K8 24K8 24K8 24K8 24K8 24K8 24K8 F„y 24K8 24K8 24K8 24K8 24K8 24K8 tz -0, c 24K8 < 24K8 < 24K8 c 24K8 S 24K8 < 24K8 n i 24K8 N 24K8 Nam_ 24KB N 24K8 N 24K8 N 24K8 x 24K8 rn 24K8 x 24K8 x 24K8 _I� 24K8 x 24K8 _ x 24KB w 24KB 24K8 24K8— °D 24KB 24K8 - 24K8 24K8 24K8 24K8 24K8 24K8 W 24K8 24K8 24K8 24KB O 24K8 24K8 24K8 24K8 24K7 24K8 24KB c 24K8 24K8 24KB 24K7 24K8 24K8 24K8 < 24KB 24K7 c 24K8 c 24K8 x 24K8 N 24K9 24K7 24K a' 24K8 24K824K8 24KB xa W18x40 xy 2KB 24K8 24K8 °D 24K8 co 24K8 24K4 w 24K8 0D 24K8 y 24K4 8x 24K8 24K8 24K8 Nna a0 24K8 24K8 W8x10,' 24K8 24K8 24K8 24K6 24K8 24K8 11 El W8x10 24K7 24K8 24K8 24K9 24K8 24K8 x 24K7 24K8 24K8 24K8 24K8 24K8 ^24K8SP 24K8 < 24K8 c 24KB < 24K8 c 24KB 24K418x4� 24K8 N 24KB N 24K8 N 24KB N 24KB N rn 24K4 24KB 24KB m 24K8 rn 24K8 m 24K8 r �iW18x40 24KB °� 24K8 co 24K8 00 24KB °0 24K8 u 0 24K4 i 24K8 24K8 24K8 Ins�Q.An 24KB 24K8 I� 24K6SP 24K8 24KB 24K8 24K8 24K8 E. 24K8 24KB 24KB 24KB 24K8 24K8 24K8 24K8 24K8 24K8 24K8 24K8 ►.� < 24K8 < 24K8 < 24KB < 24K8 < 24K8 < 24K8 y �? 24KB N 24K8 N 24K8 N 24K8 n� 24K8 n 24K8 N S x 24KB x 24KB x 24K8 x 24K8 x 24K8 x 24KB x 24K8 24KB 24K8 0' 24K8 24KB 24K8 24KB 24K8 24K8 24K8 24K8 24K8 24K8 24K8 El 24KB24K8 24K8 24KB 24K8 24K8 24K8 El 24KB 24K8 24K8 24K8 24K8 24K8 24K8 24KB < 24K8 < 24KB < 24K8 < 24K8 < 24KB < 24K8 24K8 24K8 N 24K8 N 24K8 N 24K8 N 24K8 . 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AKI rj r � roo ` - 355 , f L /1 Q YO vv V f PROJECT. ti. -PROD No.: -7 STROUD, PENCE & PREPARED BY: DATE: ASSOCIATES, LTD. CHECKED BY: SHEET No.: Structural Engineers SUBJECT. 14T 3 . 2,9 0 9 11<4 7) < YaO 40'1-011 70 f2 5 5 Tf c), 7ZI J PROJECT 1 s I PROD No.: STROUD, PENCE & 2 - ASSOCIATES, LTD. PREPARED BY: DATE: 0 CHECKED BY: SHEET No.: Structural Engineers SUBJECT nI F/,-,o 3, 7� K XI'l-4T L 50 14D ps-I zo 5 Tv- ift I Iz 7 Y do, Ik -7, /< 4, vo C ?lot PROJECT. 4 PROD No.: STROUD, PENCE & PREPARED BY: DATE: ASSOCIATES, LTD. CHECKED BY: —SHEET No.: Structural Engineers SUBJECT Ty. 3 0 Fil . RAM Steel vl 1.1.1 Beam Design Criteria RAM DataBase: V06.148 06/25/07 15:41:59 INTERNATK) . Building Code: IBC Steel Code: ASD 9th Ed. TABLES SELECTED: Master Steel Table: ramaisc Default Steel Table: ramaisc Alternate Steel Table: ramaisc UNBRACED LENGTH: Check Unbraced Length Do Not Consider Point of Inflection as Brace Point Noncomposite/Precomposite Beam Design: Deck Perpendicular to Beam Braces flange Deck Parallel to Beam does not Brace flange Calculate Cb for all Simple Span Beams Use Cb=l for all Cantilevers SPAN/DEPTH CRITERIA: Maximum Span/Depth Ratio (ft/ft): 0.00 DEFLECTION CRITERIA: Default Criteria L/d delta(in) Unshored Initial (Construction Load): 0.0 0.0 Post Composite Live Load: 360.0 0.0 Total Superimposed: 240.0 0.0 Total (Init+Superimp-Camber): 240.0 0.0 Shored Dead Load: 0.0 0.0 Live Load: 360.0 0.0 Total Load: 240.0 0.0 Noncomposite Dead Load: 0.0 0.0 Live Load: 360.0 0.0 Total Load: 240.0 0.0 Alternate Criteria L/d delta(in) Unshored Initial (Construction Load): 0.0 0.0 Post Composite Live Load: 0.0 0.0 Total Superimposed: 0.0 0.0 Total (Init+Superimp-Camber): 0.0 0.0 Shored Dead Load: 0.0 0.0 Live Load: 0.0 0.0 Total Load: 0.0 0.0 Noncomposite Dead Load: 0.0 0.0 Live Load: 0.0 0.0 Beam Design Criteria Vil RAM Steel v11.1.1 Page 2/2 RAM DataBase: V06.148 06/25/07 15:41:59 INTERNAT ,14 Building Code: IBC Steel Code: ASD 9th Ed. Total Load: 0.0 0.0 Note: 0.0 indicates No Limit CAMBER CRITERIA FOR COMPOSITE BEAMS: Do not Camber Beams with Span<0.0 ft Do not Camber Beams with Weight<0.01bs/ft Do not Camber Beams with Weight> 1000.0 lbs/ft Do not Camber Beams with Depth< 0.0 in Do not Camber Beams with Depth> 100.0 in Percent of Dead Load used for Camber: 80.00 (For Unshored Composite the specified %of Construction DL is used) Camber Increment(in): 0.250 Minimum Camber(in): 0.750 Maximum Camber(in): 4.000 CAMBER CRITERIA FOR NONCOMPOSITE BEAMS: Do not Camber STUD CRITERIA: Stud Distribution: Use Optimum Maximum% of Full Composite Allowed: 100.00 Minimum% of Full Composite Allowed: 25.00 Maximum Rows of Studs Allowed: 3 Minimum Flange Width for 2 Rows of Studs (in): 5.500 Minimum Flange Width for 3 Rows of Studs (in): 8.500 Maximum Stud Spacing: Per Code WEB OPENING CRITERIA: Stiffener Fy(ksi): 36.000 Stiffener Dimensions Minimum Width(in): 1.000 Minimum Thickness (in): 0.250 Increment of Width(in): 0.250 Increment of Thickness (in): 0.125 Increment of Length(in): 1.000 Do Not Allow Stiffeners on One Side of web Allow Stiffeners on Two Sides of web Joist Design Criteria RAM RAM Steel vl1.1.1 E�. DataBase: V06.148 06/25/07 15:41:59 DEFAULT JOIST CRITERIA: Joists with Uniform Loads: Select from Standard Table: Ramsji Tolerance for Variation of Uniform Load: 5.00 % Joists with Non-uniform Loads: Use Equivalent Uniform Load Method Maximum concentrated Loads (kips): 0.20 Tolerance for Variation of Loads: 5.00 % ALTERNATE JOIST CRITERIA: Joists with Uniform Loads: Select from Standard Table: ramsji Tolerance for Variation of Uniform Load: 5.00 % Joists with Non-uniform Loads: Use Equivalent Uniform Load Method Maximum concentrated Loads (kips): 0.20 Tolerance for Variation of Loads: 5.00 % JOIST GIRDERS: Tolerance for Variation of Point Loads: 5.00 % Tolerance for Spacing of Point Loads (in): 3.00 Maximum Uniform Load to Lump (k/ft): 0.10 JOIST SELECTION: Allowable Stress Ratio: 1.00 DEFLECTION CRITERIA: Default Criteria L/d delta(in) Dead Load: 0.0 0.0 Live Load: 360.0 0.0 Total Load: 240.0 0.0 Alternate Criteria L/d delta(in) Dead Load: 0.0 0.0 Live Load: 0.0 0.0 Total Load: 0.0 0.0 Note: 0.0 indicates No Limit RAM Steel vl 1.1.1 Beam Summary RAN DataBase: V06.148 06/25/07 15:41:59 1NTERNATIC-Ai Building Code: IBC Steel Code: ASD 9th Ed. STEEL BEAM DESIGN SUMMARY: Floor Type: Roof Bm# Length +M -M Seff Fy Beam Size Studs ft kip-ft kip-ft in3 ksi 19 30.00 21.3 0.0 94.5 50.0 W21X50 u 13 30.00 118.4 0.0 57.6 50.0 W18X35 u 20 30.00 21.3 0.0 94.5 50.0 W21X50 u 21 30.00 21.3 0.0 94.5 50.0 W21X50 u 22 30.00 21.6 0.0 94.5 50.0 W21X50 u 559 30.00 30.1 0.0 94.5 50.0 W21X50 u 24 30.00 21.3 0.0 94.5 50.0 W21X50 u 3 30.00 118.4 0.0 57.6 50.0 W18X35 u 14 30.00 118.4 0.0 57.6 50.0 W18X35 u 4 30.00 118.4 0.0 57.6 50.0 W18X35 u 560 23.00 73.8 0.0 47.2 50.0 W 16X31 u 5 30.00 118.4 0.0 57.6 50.0 W18X35 u 562 14.00 35.9 0.0 47.2 50.0 W16X31 u 558 30.00 40.5 0.0 94.5 50.0 W21X50 u 2 30.00 118.4 0.0 57.6 50.0 W18X35 u 561 23.00 70.5 0.0 47.2 50.0 W 16X31 u 101 30.00 54.0 0.0 94.5 50.0 W21X50 u 551 9.38 9.5 0.0 94.5 50.0 W21X50 u 552 9.38 4.6 0.0 94.5 50.0 W21X50 u 369 30.00 48.7 0.0 94.5 50.0 W21X50 u 17 30.00 118.4 0.0 57.6 50.0 W18X35 u 1 30.00 118.4 0.0 57.6 50.0 W18X35 u 18 30.00 118.4 0.0 57.6 50.0 W18X35 u 6 30.00 118.4 0.0 57.6 50.0 W18X35 u 7 30.00 21.3 0.0 94.5 50.0 W21X50 u 8 30.00 21.3 0.0 94.5 50.0 W21X50 u 9 30.00 21.3 0.0 94.5 50.0 W21X50 u 10 30.00 21.3 0.0 94.5 50.0 W21X50 u 11 30.00 21.3 0.0 94.5 50.0 W21X50 u 12 30.00 21.3 0.0 94.5 50.0 W21X50 u Floor Type: 2nd Bm# Length +M -M Seff Fy Beam Size Studs ft kip-ft kip-ft in3 ksi 88 9.00 2.9 0.0 7.8 50.0 W8X10 87 5.50 0.2 0.0 7.8 50.0 W8X10 370 5.50 0.0 0.0 7.8 50.0 W8X10 89 5.50 0.2 0.0 7.8 50.0 W8X10 19 30.00 43.9 0.0 29.0 50.0 W 14X22 u 13 30.00 209.6 0.0 81.6 50.0 W21X44 u fil RAM Steel vl l.l.l Beam Summary Page 2/14 RAN DataBase: V06.148 06/25/07 15:41:59 INTERNATIONAL Building Code: IBC Steel Code: ASD 9th Ed. Bm# Length +M -M Seff Fy Beam Size Studs 20 30.00 43.9 0.0 29.0 50.0 W14X22 u 75 30.00 359.1 0.0 154.0 50.0 W24X68 u 21 30.00 43.9 0.0 29.0 50.0 W14X22 u 74 30.00 359.1 0.0 154.0 50.0 W24X68 u 22 30.00 43.9 0.0 29.0 50.0 W14X22 u 73 30.00 359.1 0.0 154.0 50.0 W24X68 u 86 9.00 6.1 0.0 7.8 50.0 W8X10 85 21.00 67.6 0.0 68.4 50.0 W 18X40 u 105 15.33 17.7 0.0 47.2 50.0 W16X31 u 106 15.33 20.4 0.0 47.2 50.0 W16X31 u 24 30.00 43.9 0.0 29.0 50.0 W14X22 u 71 30.00 353.4 0.0 154.0 50.0 W24X68 u 3 30.00 209.6 0.0 81.6 50.0 W21X44 u 104 30.00 117.1 0.0 68.4 50.0 W 18X40 u 14 30.00 209.6 0.0 81.6 50.0 W21X44 u 45 30.00 359.1 0.0 154.0 50.0 W24X68 u 49 30.00 359.1 0.0 154.0 50.0 W24X68 u 53 30.00 359.1 0.0 154.0 50.0 W24X68 u 57 30.00 358.7 0.0 154.0 50.0 W24X68 u 61 30.00 358.8 0.0 154.0 50.0 W24X68 u 4 30.00 209.6 0.0 81.6 50.0 W21X44 u 90 23.00 126.0 0.0 47.2 50.0 W16X31 u 46 30.00 358.1 0.0 154.0 50.0 W24X68 u 50 30.00 358.1 0.0 154.0 50.0 W24X68 u 54 30.00 352.6 0.0 154.0 50.0 W24X68 u 58 30.00 363.2 0.0 154.0 50.0 W24X68 u 62 30.00 358.8 0.0 154.0 50.0 W24X68 u 5 30.00 209.6 0.0 81.6 50.0 W21X44 u 108 30.00 105.1 0.0 68.4 50.0 W 18X40 u 109 10.70 14.6 0.0 29.0 50.0 W14X22 u 94 5.50 0.8 0.0 7.8 50.0 W8X10 93 14.00 6.8 0.0 7.8 50.0 W8X10 91 14.00 56.8 0.0 21.3 50.0 W12X19 372 5.50 1.3 0.0 7.8 50.0 W8X10 107 30.00 95.5 0.0 68.4 50.0 W 18X40 u 373 5.50 1.3 0.0 7.8 50.0 W8X10 51 30.00 358.9 0.0 154.0 50.0 W24X68 u 55 30.00 358.2 0.0 154.0 50.0 W24X68 u 59 30.00 358.8 0.0 154.0 50.0 W24X68 u 63 30.00 359.1 0.0 154.0 50.0 W24X68 u 2 30.00 209.6 0.0 81.6 50.0 W21X44 u 374 5.50 1.3 0.0 7.8 50.0 W8X10 92 5.50 0.8 0.0 7.8 50.0 W8X10 95 23.00 123.5 0.0 47.2 50.0 W16X31 u 101 30.00 75.4 0.0 68.4 50.0 W 18X40 u T Beam Summary RAM Steel vl 1.1.1 Page 3/14 DataBase: V06.148 06/25/07 15:41:59 ,"TERN^rmAL Building Code: IBC Steel Code: ASD 9th Ed. Bm# Length +M -M Seff Fy Beam Size Studs 102 9.14 13.5 0.0 21.3 50.0 W 12X19 u 381 17.93 25.3 0.0 68.4 50.0 W18X40 u 100 5.55 5.7 0.0 7.8 50.0 W8X10 u 99 30.00 67.4 0.0 68.4 50.0 W18X40 u 17 30.00 209.6 0.0 81.6 50.0 W21X44 u 48 30.00 359.1 0.0 154.0 50.0 W24X68 u 52 30.00 359.1 0.0 154.0 50.0 W24X68 u 56 30.00 359.1 0.0 154.0 50.0 W24X68 u 60 30.00 359.1 0.0 154.0 50.0 W24X68 u 64 30.00 359.1 0.0 154.0 50.0 W24X68 u 1 30.00 209.6 0.0 81.6 50.0 W21X44 u 18 30.00 209.6 0.0 81.6 50.0 W21X44 u 81 30.00 359.1 0.0 154.0 50.0 W24X68 u 82 30.00 359.1 0.0 154.0 50.0 W24X68 u 83 30.00 355.5 -33.7 176.0 50.0 W24X76 6.00 0.0 -33.7 84 30.00 355.5 -33.7 176.0 50.0 W24X76 6.00 0.0 -33.7 65 30.00 359.1 0.0 154.0 50.0 W24X68 u 6 30.00 209.6 0.0 81.6 50.0 W21X44 u 7 30.00 43.9 0.0 29.0 50.0 W14X22 u 8 30.00 43.9 0.0 29.0 50.0 W14X22 u 9 30.00 46.6 0.0 29.0 50.0 W14X22 377 6.00 0.0 0.0 7.8 50.0 W8X10 10 30.00 75.3 0.0 42.0 50.0 W 14X30 u 11 30.00 46.6 0.0 29.0 50.0 W14X22 375 6.00 0.0 0.0 7.8 50.0 W8X10 12 30.00 43.9 0.0 29.0 50.0 W14X22 u 380 6.00 0.0 -5.0 30.00 27.7 -5.0 45.6 50.0 W12X35 u 6.00 0.0 -5.0 * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. F---m Beam Summary RAM Steel vl 1.1.1 Page 4/14 RAM DataBase: V06.148 06/25/07 15:41:59 NTERNAm-AL Building Code: IBC Steel Code: ASD 9th Ed. JOIST SELECTION SUMMARY: Floor Type: Roof Standard Joists: Joist# Length WDL WLL WTL Joist 531 30.00 100.0 245.0 345.0 24K5 511 30.00 100.0 245.0 345.0 24K5 481 30.00 100.0 245.0 345.0 24K5 426 30.00 100.0 358.1 475.6 24K8SP 396 30.00 100.0 245.0 345.0 24K5 532 30.00 100.0 245.0 345.0 24K5 512 30.00 100.0 245.0 345.0 24K5 482 30.00 100.0 245.0 345.0 24K5 452 30.00 100.0 247.1 360.3 24K5 427 30.00 100.0 301.5 410.3 24K7SP 397 30.00 100.0 245.0 345.0 24K5 533 30.00 100.0 245.0 345.0 24K5 513 30.00 100.0 245.0 345.0 24K5 483 30.00 100.0 245.0 345.0 24K5 453 30.00 100.0 257.1 357.1 24K5 428 30.00 100.0 257.1 357.1 24K5 398 30.00 100.0 245.0 345.0 24K5 534 30.00 100.0 245.0 345.0 24K5 514 30.00 100.0 245.0 345.0 24K5 484 30.00 100.0 245.0 345.0 24K5 454 30.00 100.0 245.0 345.0 24K5 429 30.00 100.0 245.0 345.0 24K5 399 30.00 100.0 245.0 345.0 24K5 535 30.00 100.0 245.0 345.0 24K5 515 30.00 100.0 245.0 345.0 24K5 485 30.00 100.0 245.0 345.0 24K5 455 30.00 100.0 245.0 345.0 24K5 430 30.00 100.0 245.0 345.0 24K5 400 30.00 100.0 245.0 345.0 24K5 521 30.00 100.0 245.0 345.0 24K5 491 30.00 100.0 245.0 345.0 24K5 461 30.00 100.0 245.0 345.0 24K5 431 30.00 100.0 245.0 345.0 24K5 401 30.00 100.0 245.0 345.0 24K5 371 30.00 100.0 245.0 345.0 24K5 522 30.00 100.0 245.0 345.0 24K5 492 30.00 100.0 245.0 345.0 24K5 462 30.00 100.0 245.0 345.0 24K5 432 30.00 100.0 245.0 345.0 24K5 402 30.00 100.0 245.0 345.0 24K5 Beam Summary RAM Steel vl 1.1.1 Page 5/14 RAM DataBase: V06.148 06/25/07 15:41:59 INTERNATKJNAL Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 372 30.00 100.0 245.0 345.0 24K5 523 30.00 100.0 245.0 345.0 24K5 493 30.00 100.0 245.0 345.0 24K5 463 30.00 100.0 245.0 345.0 24K5 433 30.00 100.0 245.0 345.0 24K5 403 30.00 100.0 245.0 345.0 24K5 373 30.00 100.0 245.0 345.0 24K5 524 30.00 100.0 245.0 345.0 24K5 494 30.00 100.0 245.0 345.0 24K5 464 30.00 100.0 245.0 345.0 24K5 434 30.00 100.0 245.0 345.0 24K5 404 30.00 100.0 245.0 345.0 24K5 374 30.00 100.0 245.0 345.0 24K5 525 30.00 100.0 245.0 345.0 24K5 495 30.00 100.0 245.0 345.0 24K5 465 30.00 100.0 245.0 345.0 24K5 435 30.00 100.0 245.0 345.0 24K5 405 30.00 100.0 245.0 345.0 24K5 375 30.00 100.0 245.0 345.0 24K5 526 30.00 100.0 245.0 345.0 24K5 496 30.00 100.0 245.0 345.0 24K5 466 30.00 100.0 245.0 345.0 24K5 436 30.00 100.0 245.0 345.0 24K5 406 30.00 100.0 245.0 345.0 24K5 376 30.00 100.0 245.0 345.0 24K5 527 30.00 100.0 245.0 345.0 24K5 497 30.00 100.0 245.0 345.0 24K5 467 30.00 100.0 245.0 345.0 24K5 437 30.00 100.0 245.0 345.0 24K5 407 30.00 100.0 245.0 345.0 24K5 377 30.00 100.0 245.0 345.0 24K5 498 30.00 100.0 245.0 345.0 24K5 468 30.00 100.0 245.0 345.0 24K5 438 30.00 100.0 245.0 345.0 24K5 408 30.00 100.0 245.0 345.0 24K5 378 30.00 100.0 245.0 345.0 24K5 499 30.00 100.0 245.0 345.0 24K5 469 30.00 100.0 245.0 345.0 24K5 439 30.00 100.0 245.0 345.0 24K5 409 30.00 100.0 245.0 345.0 24K5 379 30.00 100.0 245.0 345.0 24K5 500 30.00 100.0 245.0 345.0 24K5 470 30.00 100.0 245.0 345.0 24K5 440 30.00 100.0 245.0 345.0 24K5 410 30.00 100.0 245.0 345.0 24K5 ry RAM Steel vl l.l.l Beam Summa Page 6/14 RAM DataBase: V06.148 06/25/07 15:41:59 INTERNATO-A L Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 380 30.00 100.0 245.0 345.0 24K5 501 30.00 100.0 245.0 345.0 24K5 471 30.00 100.0 245.0 345.0 24K5 441 30.00 100.0 245.0 345.0 24K5 411 30.00 100.0 245.0 345.0 24K5 381 30.00 100.0 245.0 345.0 24K5 502 30.00 100.0 245.0 345.0 24K5 472 30.00 100.0 245.0 345.0 24K5 442 30.00 100.0 245.0 345.0 24K5 412 30.00 100.0 245.0 345.0 24K5 382 30.00 100.0 245.0 345.0 24K5 503 30.00 100.0 245.0 345.0 24K5 473 30.00 100.0 245.0 345.0 24K5 443 30.00 100.0 245.0 345.0 24K5 413 30.00 100.0 245.0 345.0 24K5 383 30.00 100.0 245.0 345.0 24K5 554 17.90 93.8 236.0 329.8 24K4 555 7.10 93.8 229.8 323.6 24K4 553 5.00 93.8 229.8 323.6 24K4 504 30.00 100.0 245.0 345.0 24K5 474 30.00 100.0 245.0 345.0 24K5 444 30.00 100.0 245.0 345.0 24K5 414 30.00 100.0 245.0 345.0 24K5 384 30.00 100.0 245.0 345.0 24K5 505 30.00 100.0 245.0 345.0 24K5 475 30.00 100.0 245.0 345.0 24K5 445 30.00 100.0 245.0 345.0 24K5 415 30.00 100.0 245.0 345.0 24K5 385 30.00 100.0 245.0 345.0 24K5 546 30.00 72.7 178.1 250.8 24K4 536 30.00 100.0 245.0 345.0 24K5 506 30.00 100.0 245.0 345.0 24K5 476 30.00 100.0 245.0 345.0 24K5 446 30.00 100.0 245.0 345.0 24K5 416 30.00 100.0 245.0 345.0 24K5 386 30.00 100.0 245.0 345.0 24K5 537 30.00 100.0 245.0 345.0 24K5 507 30.00 100.0 245.0 345.0 24K5 477 30.00 100.0 245.0 345.0 24K5 447 30.00 100.0 245.0 345.0 24K5 417 30.00 100.0 245.0 345.0 24K5 387 30.00 100.0 245.0 345.0 24K5 538 30.00 100.0 245.0 345.0 24K5 508 30.00 100.0 245.0 345.0 24K5 478 30.00 100.0 245.0 345.0 24K5 Fil RAM Steel vl 1.1.1 _Beam Summary Pa ge 7/14 RAM DataBase: V06.148 06/25/07 15:41:59 INTERNATOVAI Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 448 30.00 100.0 245.0 345.0 24K5 418 30.00 100.0 245.0 345.0 24K5 388 30.00 100.0 245.0 345.0 24K5 539 30.00 100.0 245.0 345.0 24K5 509 30.00 100.0 245.0 345.0 24K5 479 30.00 100.0 245.0 345.0 24K5 449 30.00 100.0 245.0 345.0 24K5 419 30.00 100.0 245.0 345.0 24K5 389 30.00 100.0 245.0 345.0 24K5 540 30.00 100.0 245.0 345.0 24K5 510 30.00 100.0 245.0 345.0 24K5 480 30.00 100.0 245.0 345.0 24K5 450 30.00 100.0 245.0 345.0 24K5 420 30.00 100.0 245.0 345.0 24K5 390 30.00 100.0 245.0 345.0 24K5 541 30.00 100.0 245.0 345.0 24K5 516 30.00 100.0 245.0 345.0 24K5 486 30.00 100.0 245.0 345.0 24K5 456 30.00 100.0 245.0 345.0 24K5 421 30.00 100.0 245.0 345.0 24K5 391 30.00 100.0 245.0 345.0 24K5 542 30.00 100.0 245.0 345.0 24K5 517 30.00 100.0 245.0 345.0 24K5 487 30.00 100.0 245.0 345.0 24K5 457 30.00 100.0 245.0 345.0 24K5 422 30.00 100.0 245.0 345.0 24K5 392 30.00 100.0 245.0 345.0 24K5 543 30.00 100.0 245.0 345.0 24K5 518 30.00 100.0 245.0 345.0 24K5 488 30.00 100.0 245.0 345.0 24K5 458 30.00 100.0 245.0 345.0 24K5 423 30.00 100.0 245.0 345.0 24K5 393 30.00 100.0 245.0 345.0 24K5 544 30.00 100.0 245.0 345.0 24K5 519 30.00 100.0 245.0 345.0 24K5 489 30.00 100.0 245.0 345.0 24K5 459 30.00 100.0 245.0 345.0 24K5 424 30.00 100.0 245.0 345.0 24K5 394 30.00 100.0 245.0 345.0 24K5 545 30.00 100.0 245.0 345.0 24K5 520 30.00 100.0 245.0 345.0 24K5 490 30.00 100.0 245.0 345.0 24K5 460 30.00 100.0 245.0 345.0 24K5 425 30.00 100.0 245.0 345.0 24K5 395 30.00 100.0 245.0 345.0 24K5 fil RAM Steel v11.1.1 Beam Summary Page 8/14 RAM g DataBase: V06.148 06/25/07 15:41:59 IMERNATor-L Building Code: IBC Steel Code: ASD 9th Ed. Special Joists: Joist# Length +M -M Joist Size 451 30.00 39.2 0.0 24.2GSP 528 30.00 40.8 0.0 24.2GSP 529 30.00 43.0 0.0 24.2GSP 530 30.00 43.0 0.0 24.2GSP 547 30.00 38.1 0.0 24.2GSP 548 30.00 38.3 0.0 24.2GSP Floor Type: 2nd Standard Joists: Joist# Length WDL WLL WTL Joist 114 9.00 230.0 153.3 383.3 24K4 110 10.50 230.0 153.3 383.3 24K4 328 30.00 281.3 187.5 468.8 24K8 300 30.00 281.3 187.5 468.8 24K8 258 30.00 281.3 187.5 468.8 24K8 223 30.00 281.3 187.5 468.8 24K8 118 30.00 281.3 187.5 468.8 24K8 115 9.00 230.0 153.3 383.3 24K4 111 10.50 230.0 153.3 383.3 24K4 329 30.00 281.3 187.5 468.8 24K8 301 30.00 281.3 187.5 468.8 24K8 259 30.00 281.3 187.5 468.8 24K8 224 30.00 281.3 187.5 468.8 24K8 119 30.00 281.3 187.5 468.8 24K8 116 9.00 230.0 153.3 383.3 24K4 112 10.50 230.0 153.3 383.3 24K4 330 30.00 281.3 187.5 468.8 24K8 302 30.00 281.3 187.5 468.8 24K8 260 30.00 281.3 187.5 468.8 24K8 225 30.00 281.3 187.5 468.8 24K8 120 30.00 281.3 187.5 468.8 24K8 117 9.00 230.0 153.3 383.3 24K4 113 10.50 230.0 153.3 383.3 24K4 331 30.00 281.3 187.5 468.8 24K8 303 30.00 281.3 187.5 468.8 24K8 261 30.00 281.3 187.5 468.8 24K8 226 30.00 281.3 187.5 468.8 24K8 121 30.00 281.3 187.5 468.8 24K8 332 30.00 281.3 187.5 468.8 24K8 304 30.00 281.3 187.5 468.8 24K8 262 30.00 281.3 187.5 468.8 24K8 227 30.00 281.3 187.5 468.8 24K8 122 30.00 281.3 187.5 468.8 24K8 Beam Summary RAM Steel vl 1.1.1 Page 9/14 RAM DataBase: V06.148 06/25/07 15:41:59 INTERNATIONAL Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 364 30.00 275.0 187.5 459.7 24K8 333 30.00 281.3 187.5 468.8 24K8 305 30.00 281.3 187.5 468.8 24K8 263 30.00 281.3 187.5 468.8 24K8 228 30.00 281.3 187.5 468.8 24K8 123 30.00 281.3 187.5 468.8 24K8 363 30.00 245.4 220.9 483.7 24K8 334 30.00 281.3 187.5 468.8 24K8 306 30.00 281.3 187.5 468.8 24K8 264 30.00 281.3 187.5 468.8 24K8 229 30.00 281.3 187.5 468.8 24K8 362 30.00 238.6 237.9 478.3 24K8SP 124 30.00 281.3 187.5 468.8 24K8 395 30.00 281.3 187.5 468.8 24K8 394 30.00 281.3 187.5 468.8 24K8 393 30.00 281.3 187.5 468.8 24K8 392 30.00 281.3 187.5 468.8 24K8 391 30.00 253.2 229.6 500.3 24K9 382 30.00 281.3 187.5 468.8 24K8 314 30.00 281.3 187.5 468.8 24K8 272 30.00 281.3 187.5 468.8 24K8 230 30.00 281.3 187.5 468.8 24K8 216 30.00 281.3 187.5 468.8 24K8 160 30.00 262.3 215.8 488.9 24K8 125 30.00 281.3 187.5 468.8 24K8 315 30.00 281.3 187.5 468.8 24K8 273 30.00 281.3 187.5 468.8 24K8 231 30.00 281.3 187.5 468.8 24K8 217 30.00 281.3 187.5 468.8 24K8 161 30.00 262.3 215.8 488.9 24K8 126 3,0.00 281.3 187.5 468.8 24K8 316 30.00 281.3 187.5 468.8 24K8 274 30.00 281.3 187.5 468.8 24K8 232 30.00 281.3 187.5 468.8 24K8 218 30.00 281.3 187.5 468.8 24K8 162 30.00 262.3 215.8 488.9 24K8 127 30.00 281.3 187.5 468.8 24K8 317 30.00 281.3 187.5 468.8 24K8 275 30.00 281.3 187.5 468.8 24K8 233 30.00 281.3 187.5 468.8 24K8 219 30.00 281.3 187.5 468.8 24K8 163 30.00 262.3 215.8 488.9 24K8 128 30.00 281.3 187.5 468.8 24K8 318 30.00 281.3 187.5 468.8 24K8 276 30.00 281.3 187.5 468.8 24K8 FilRAM Steel vl l.l.l Beam Summary Page 10/14 RAM DataBase: V06.148 06/25/07 15:41:59 INTERNATIONAL Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 234 30.00 281.3 187.5 468.8 24K8 220 30.00 281.3 187.5 468.8 24K8 164 30.00 262.3 215.8 488.9 24K8 129 30.00 281.3 187.5 468.8 24K8 319 30.00 281.3 187.5 468.8 24K8 277 30.00 281.3 187.5 468.8 24K8 235 30.00 281.3 187.5 468.8 24K8 221 30.00 281.3 187.5 468.8 24K8 165 30.00 262.3 215.8 488.9 24K8 130 30.00 281.3 187.5 468.8 24K8 320 30.00 281.3 187.5 468.8 24K8 278 30.00 281.3 187.5 468.8 24K8 236 30.00 281.3 187.5 468.8 24K8 222 30.00 281.3 187.5 468.8 24K8 166 30.00 262.3 215.8 488.9 24K8 131 30.00 281.3 187.5 468.8 24K8 396 30.00 281.3 187.5 468.8 24K8 397 30.00 278.8 191.2 474.5 24K8 398 30.00 281.3 187.5 468.8 24K8 390 30.00 262.3 215.8 488.9 24K8 383 30.00 281.3 187.5 468.8 24K8 358 30.00 258.2 172.1 430.3 24K7 321 30.00 281.3 187.5 468.8 24K8 279 30.00 276.3 194.9 480.2 24K8 237 30.00 281.3 187.5 468.8 24K8 167 30.00 262.3 215.8 488.9 24K8 132 30.00 281.3 187.5 468.8 24K8 359 30.00 258.2 172.1 430.3 24K7 322 30.00 281.3 187.5 468.8 24K8 280 30.00 276.3 194.9 480.2 24K8 238 30.00 281.3 187.5 468.8 24K8 168 30.00 262.3 215.8 488.9 24K8 133 30.00 281.3 187.5 468.8 24K8 360 30.00 258.2 178.3 432.4 24K7 323 30.00 281.3 187.5 468.8 24K8 281 30.00 261.8 216.7 485.6 24K8 239 30.00 275.2 196.6 474.5 24K8 169 30.00 259.0 220.8 491.7 24K8 134 30.00 281.3 187.5 468.8 24K8 361 30.00 252.5 180.7 440.6 24K7 324 30.00 281.3 187.5 468.8 24K8 282 30.00 216.6 284.5 502.4 24K9 240 30.00 255.9 225.6 491.8 24K8 170 30.00 248.7 236.3 500.9 24K9 135 30.00 281.3 187.5 468.8 24K8 ril RAM Steel vl 1.1.1 Beam Summary Page 11/14 Um DataBase: V06.148 06/25/07 15:41:59 INTERNATO',x Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 325 30.00 281.3 187.5 468.8 24K8 283 30.00 264.1 213.2 484.7 24K8 241 30.00 270.2 204.1 481.2 24K8 171 30.00 259.6 220.0 491.2 24K8 136 30.00 281.3 187.5 468.8 24K8 349 13.80 267.4 178.3 445.7 24K4 326 30.00 281.3 187.5 468.8 24K8 284 30.00 276.3 194.9 480.2 24K8 242 30.00 274.0 198.4 482.4 24K8 172 30.00 262.3 215.8 488.9 24K8 137 30.00 281.3 187.5 468.8 24K8 350 13.80 267.4 178.3 445.7 24K4 327 30.00 281.3 187.5 468.8 24K8 285 30.00 276.3 194.9 480.2 24K8 243 30.00 274.0 198.4 482.4 24K8 173 30.00 262.3 215.8 488.9 24K8 138 30.00 281.3 187.5 468.8 24K8 401 30.00 271.9 181.3 453.1 24K8 400 30.00 276.3 194.9 480.2 24K8 399 30.00 274.0 198.4 482.4 24K8 35 30.00 181.4 202.2 383.7 24K6 389 30.00 263.8 213.7 485.9 24K8 384 30.00 281.3 187.5 468.8 24K8 365 30.00 262.5 175.0 437.5 24K7 286 30.00 276.3 194.9 480.2 24K8 244 30.00 274.0 198.4 482.4 24K8 195 30.00 211.4 292.2 503.7 24K9 174 30.00 266.3 209.9 486.9 24K8 139 30.00 281.3 187.5 468.8 24K8 366 30.00 243.9 194.0 437.9 24K7 287 30.00 276.3 194.9 480.2 24K8 245 30.00 274.0 198.4 482.4 24K8 196 30.00 266.5 209.7 476.1 24K8 175 30.00 278.1 192.2 472.6 24K8 140 30.00 281.3 187.5 468.8 24K8 368 30.00 181.3 280.7 472.5 24K8SP 288 30.00 276.3 194.9 480.2 24K8 246 30.00 274.0 198.4 482.4 24K8 197 30.00 281.3 187.5 468.8 24K8 176 30.00 281.3 187.5 468.8 24K8 141 30.00 281.3 187.5 468.8 24K8 289 30.00 276.3 194.9 480.2 24K8 247 30.00 274.0 198.4 482.4 24K8 198 30.00 281.3 187.5 468.8 24K8 177 30.00 281.3 187.5 468.8 24K8 Beam Summary RAM Steel vl 1.1.1 Page 12/14 RAM DataBase: V06.148 06/25/07 15:41:59 INTERNATrx--q Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 142 30.00 281.3 187.5 468.8 24K8 351 17.93 167.5 304.5 472.0 24K4 290 30.00 276.3 194.9 480.2 24K8 248 30.00 274.0 198.4 482.4 24K8 199 30.00 281.3 187.5 468.8 24K8 178 30.00 281.3 187.5 468.8 24K8 143 30.00 281.3 187.5 468.8 24K8 352 17.93 167.5 304.5 472.0 24K4 291 30.00 276.3 194.9 480.2 24K8 249 30.00 274.0 198.4 482.4 24K8 200 30.00 281.3 187.5 468.8 24K8 179 30.00 281.3 187.5 468.8 24K8 144 30.00 281.3 187.5 468.8 24K8 353 14.13 152.7 277.6 430.3 24K4 292 30.00 276.3 194.9 480.2 24K8 250 30.00 274.0 198.4 482.4 24K8 201 30.00 281.3 187.5 468.8 24K8 180 30.00 281.3 187.5 468.8 24K8 145 30.00 281.3 187.5 468.8 24K8 79 30.00 201.4 175.1 381.8 24K6SP 404 30.00 278.8 191.2 474.5 24K8 405 30.00 277.6 192.9 475.6 24K8 407 30.00 281.3 187.5 468.8 24K8 388 30.00 281.3 187.5 468.8 24K8 385 30.00 281.3 187.5 468.8 24K8 335 30.00 281.3 187.5 468.8 24K8 293 30.00 281.3 187.5 468.8 24K8 251 30.00 281.3 187.5 468.8 24K8 202 30.00 281.3 187.5 468.8 24K8 181 30.00 281.3 187.5 468.8 24K8 146 30.00 281.3 187.5 468.8 24K8 336 30.00 281.3 187.5 468.8 24K8 294 30.00 281.3 187.5 468.8 24K8 252 30.00 281.3 187.5 468.8 24K8 203 30.00 281.3 187.5 468.8 24K8 182 30.00 281.3 187.5 468.8 24K8 147 30.00 281.3 187.5 468.8 24K8 337 30.00 281.3 187.5 468.8 24K8 295 30.00 281.3 187.5 468.8 24K8 253 30.00 281.3 187.5 468.8 24K8 204 30.00 281.3 187.5 468.8 24K8 183 30.00 281.3 187.5 468.8 24K8 148 30.00 281.3 187.5 468.8 24K8 338 30.00 281.3 187.5 468.8 24K8 296 30.00 281.3 187.5 468.8 24K8 r Beam Summary RAM Steel vl 1.1.1 Page 13/14 RAM DataBase: V06.148 06/25/07 15:41:59 INTERNATIONAL Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 254 30.00 281.3 187.5 468.8 24K8 205 30.00 281.3 187.5 468.8 24K8 184 30.00 281.3 187.5 468.8 24K8 149 30.00 281.3 187.5 468.8 24K8 339 30.00 281.3 187.5 468.8 24K8 297 30.00 281.3 187.5 468.8 24K8 255 30.00 281.3 187.5 468.8 24K8 206 30.00 281.3 187.5 468.8 24K8 185 30.00 281.3 187.5 468.8 24K8 150 30.00 281.3 187.5 468.8 24K8 340 30.00 281.3 187.5 468.8 24K8 298 30.00 281.3 187.5 468.8 24K8 256 30.00 281.3 187.5 468.8 24K8 207 30.00 281.3 187.5 468.8 24K8 186 30.00 281.3 187.5 468.8 24K8 151 30.00 281.3 187.5 468.8 24K8 341 30.00 281.3 187.5 468.8 24K8 299 30.00 281.3 187.5 468.8 24K8 257 30.00 281.3 187.5 468.8 24K8 208 30.00 281.3 187.5 468.8 24K8 187 30.00 281.3 187.5 468.8 24K8 152 30.00 281.3 187.5 468.8 24K8 402 30.00 281.3 187.5 468.8 24K8 403 30.00 281.3 187.5 468.8 24K8 406 30.00 281.3 187.5 468.8 24K8 387 30.00 281.3 187.5 468.8 24K8 386 30.00 281.3 187.5 468.8 24K8 342 30.00 281.3 187.5 468.8 24K8 307 30.00 281.3 187.5 468.8 24K8 265 30.00 281.3 187.5 468.8 24K8 209 30.00 281.3 187.5 468.8 24K8 188 30.00 281.3 187.5 468.8 24K8 153 30.00 281.3 187.5 468.8 24K8 343 30.00 281.3 187.5 468.8 24K8 308 30.00 281.3 187.5 468.8 24K8 266 30.00 281.3 187.5 468.8 24K8 210 30.00 281.3 187.5 468.8 24K8 189 30.00 281.3 187.5 468.8 24K8 154 30.00 281.3 187.5 468.8 24K8 344 30.00 281.3 187.5 468.8 24K8 309 30.00 281.3 187.5 468.8 24K8 267 30.00 281.3 187.5 468.8 24K8 211 30.00 281.3 187.5 468.8 24K8 190 30.00 281.3 187.5 468.8 24K8 155 30.00 281.3 187.5 468.8 24K8 RAM Steel vl 1.1.1 Beam Summary Page 14/14 RAM DataBase: V06.148 06/25/07 15:41:59 INTFRNATKk4AL Building Code: IBC Steel Code: ASD 9th Ed. Joist# Length WDL WLL WTL Joist 345 30.00 281.3 187.5 468.8 24K8 310 30.00 281.3 187.5 468.8 24K8 268 30.00 281.3 187.5 468.8 24K8 212 30.00 281.3 187.5 468.8 24K8 191 30.00 281.3 187.5 468.8 24K8 156 30.00 281.3 187.5 468.8 24K8 346 30.00 281.3 187.5 468.8 24K8 311 30.00 281.3 187.5 468.8 24K8 269 30.00 281.3 187.5 468.8 24K8 213 30.00 281.3 187.5 468.8 24K8 192 30.00 281.3 187.5 468.8 24K8 157 30.00 281.3 187.5 468.8 24K8 347 30.00 281.3 187.5 468.8 24K8 312 30.00 281.3 187.5 468.8 24K8 270 30.00 281.3 187.5 468.8 24K8 214 30.00 281.3 187.5 468.8 24K8 193 30.00 281.3 187.5 468.8 24K8 158 30.00 281.3 187.5 468.8 24K8 348 30.00 281.3 187.5 468.8 24K8 313 30.00 281.3 187.5 468.8 24K8 271 30.00 281.3 187.5 468.8 24K8 215 30.00 281.3 187.5 468.8 24K8 194 30.00 281.3 187.5 468.8 24K8 159 30.00 281.3 187.5 468.8 24K8 * after Size denotes joist is inadequate. u after Size denotes this size has been assigned by the User. �f PROJECT. PROJ NO -' STROUD, PENCE & ; PREPARED BY: i DATE: ASSOCIATES, LTD. -�� 1 CHECKED BY: SHEET NO.: Structural Engineers SUBJECT. t PROJECT ` PROD N0. `i '� STROUD PENCE 8c PREPARED BY: f DATE: ' /, � ASSOCIATES, LTD. - / CHECKED By:-- SHEET NO.: Structural Engineers SUBJECT. J P y I ' ' r t f r(P 7 n i t 9 � i7 FilRAM Steel vl 1.1.1 Gravity Column Design Summary RAM DataBase: V06.148 06/25/07 15:50:43 INTE ATclra Building Code: IBC Steel Code: ASD 9th Ed. Column Line * - C Level P Mx My LC Interaction Eq. Angle Fy Size Second 1.4 0.1 0.6 1 0.06 Eq H1-3 0.0 46 HSS6X6X3/16 Column Line * - B.6 Level P Mx My LC Interaction Eq. Angle Fy Size Second 1.4 0.1 0.6 1 0.06 Eq HI-3 0.0 46 HSS6X6X3/16 Column Line 1 - G Level P Mx My LC Interaction Eq. Angle Fy Size Roof 16.0 6.1 1.3 1 0.58 Eq H1-2 0.0 46 HSS6X6X3/16 Second 45.9 5.7 1.3 1 0.95 Eq Hl-1 0.0 46 HSS6X6X3/16 Column Line 1 - B.6 Level P Mx My LC Interaction Eq. Angle Fy Size Second 23.7 1.8 5.3 10 0.63 Eq HI-2 0.0 46 HSS6X6X3/16 Column Line 1 - A Level P Mx My LC Interaction Eq. Angle Fy Size Roof 16.0 6.1 1.3 1 0.58 Eq H1-2 0.0 46 HSS6X6X3/16 Second 45.9 5.7 1.3 1 0.95 Eq H1-1 0.0 46 HSS6X6X3/16 Column Line 3.7- H Level P Mx My LC Interaction Eq. Angle Fy Size Second 2.1 0.7 0.2 1 0.08 Eq Hl-3 0.0 46 HSS6X6X3/16 Column Line 3.7 - G Level P Mx My LC Interaction Eq. Angle Fy Size Roof 22.9 4.2 0.1 3 0.46 Eq H1-2 0.0 46 HSS6X6X3/16 Second 58.0 2.6 0.1 1 0.90 Eq Hl-1 0.0 46 HSS6X6X3/16 Column Line 4.3 - H Level P Mx My LC Interaction Eq. Angle Fy Size Second 2.1 0.7 0.2 1 0.08 Eq H1-3 0.0 46 HSS6X6X3/16 Column Line 4.3 - G Level P Mx My LC Interaction Eq. Angle Fy Size Roof 16.2 5.5 1.4 9 0.40 Eq H1-2 0.0 46 HSS6X6X1/4 Second 62.8 2.2 1.3 1 0.74 Eq H1-1 0.0 46 HSS6X6X1/4 Column Line 112.48ft- 17.93ft Level P Mx My LC Interaction Eq. Angle Fy Size _ Fil RAM Steel vl 1.1.1 Column Load SummaryPage 4/8 RAM DataBase: V06.148 06/25/07 15:50:52 INTER NAM'A1 Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 33 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 33 13.33 82.8 0.0 69.2 0.0 82.8 152.0 Column Line 3 - B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 34 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 34 13.33 84.2 0.0 67.6 0.0 84.2 151.8 Column Line 3 -A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 9 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 9 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 3.7 - H Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 54 13.33 0.8 0.0 1.3 0.0 0.8 2.1 Column Line 3.7 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 60 13.67 5.6 0.0 17.3 0.0 5.6 22.9 Second 53 13.33 29.3 0.0 28.7 0.0 29.3 58.0 Column Line 4- F Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 35 13.67 18.0 0.0 45.3 0.0 18.0 63.3 Second 35 13.33 77.6 0.0 72.8 0.0 77.6 150.4 Column Line 4 - E Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 36 13.67 19.0 0.0 44.1 0.0 18.0 62.1 Second 36 13.33 83.9 0.0 67.9 0.0 93.8 151.7 Column Line 4 - D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 37 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 37 13.33 78.1 0.0 74.5 0.0 78.1 152.6 Vil Column Load Summary RAM SteeLvll.l.1 Page 5/8 RAM DataBase: V06.148 06/25/07 15:50:52 NTERNATIONAL Building Code: IBC Steel Code:ASD 9th Ed. Column Line 4 -C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 38 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 38 13.33 80.7 0.0 72.0 0.0 80.7 152.7 Column Line 4 -B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 39 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 39 13.33 84.7 0.0 67.2 0.0 84.7 151.9 Column Line 4 -A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 8 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 8 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 4.3 - H Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 55 13.33 0.8 0.0 1.3 0.0 0.8 2.1 Column Line 4.3 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 61 13.67 5.6 0.0 17.4 0.0 5.6 23.0 Second 56 13.33 25.4 0.0 37.4 0.0 25.4 62.8 Column Line 112.48ft- 17.93ft Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 58 13.33 4.0 0.0 7.0 0.0 4.0 11.0 Column Line 5 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 21 13.67 8.1 0.0 20.2 0.0 8.1 28.4 Second 21 13.33 36.8 0.0 42.5 0.0 36.8 79.3 Column Line 5 - F Column Load Summary FiIRAM Steel vl 1.1.1 Page 6/8 RAM DataBase: V06.148 06/25/07 15:50:52 N� AT � Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 40 13.67 18.0 0.0 44.3 0.0 18.0 62.3 Second 40 13.33 77.0 0.0 74.8 0.0 77.0 151.8 Column Line 5 - E Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 41 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 41 13.33 85.2 0.0 66.8 0.0 85.2 152.0 Column Line 5 - D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 42 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 42 13.33 83.7 0.0 68.0 0.0 83.7 151.6 Column Line 5 - C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 43 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 43 13.33 85.2 0.0 66.8 0.0 85.2 152.0 Column Line 5 - B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 44 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 44 13.33 85.5 0.0 66.6 0.0 85.5 152.1 Column Line 5 - A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 7 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 7 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 6 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 22 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 22 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 6- F Column Load Summary Fil RAM Steel vl 1.1.1 Page 7/8 RAM DataBase: V06.148 06/25/07 15:50:52 NTE"TOVAI I Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 45 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 45 13.33 85.5 0.0 66.6 0.0 85.5 152.1 Column Line 6 - E Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 46 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 46 13.33 85.5 0.0 66.6 0.0 85.5 152.1 Column Line 6 - D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 47 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 47 13.33 85.2 0.0 66.6 -0.9 94.4 151.9 Column Line 6 - C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 48 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 48 13.33 85.2 0.0 66.6 -0.9 84.4 151.9 Column Line 6 - B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 49 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 49 13.33 85.5 0.0 66.6 0.0 85.5 152.1 Column Line 6 - A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 6 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 6 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 7 -G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 23 13.67 4.6 0.0 11.4 0.0 4.6 16.0 Second 23 13.33 25.8 0.0 20.0 0.0 25.8 45.9 Column Line 7 - F Column Load Summary RAM Steel vl 1.1.1 Page 8/8 RAM DataBase: V06.148 06/25/07 15:50:52 INTERNATK),,IAI Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 24 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 24 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 7 - E Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 1 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 1 13.33 47.2 0.0 36.3 0.0 47.2 83.5 Column Line 7 - D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 2 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 2 13.33 49.6 0.0 46.3 -0.1 49.5 96.0 Column Line 7 - C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 3 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 3 13.33 49.6 0.0 46.3 -0.1 49.5 96.0 Column Line 7 - B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 4 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 4 13.33 47.2 0.0 36.3 0.0 47.2 83.5 Column Line 7 - A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 5 13.67 4.6 0.0 11.4 0.0 4.6 16.0 Second 5 13.33 25.8 0.0 20.0 0.0 25.8 45.9 Column Load Summary RAM Steel vl l.l.l RAM DataBase: V06148-1 r' - 6 06/22/07 10:55:57 INTERNATONX Building Code: IBC Steel Code: ASD 9th Ed. Units: kips Column Line * - C Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 52 13.33 0.6 0.0 0.8 0.0 0.6 1.4 Column Line * - B.6 Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 51 13.33 0.6 0.0 0.8 0.0 0.6 1.4 Column Line 1 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 17 13.67 4.6 0.0 11.4 0.0 4.6 16.0 Second 17 13.33 25.8 0.0 20.0 0.0 25.8 45.9 Column Line 1 - F s Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 16 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 16 13.33 47.2 0.0 36.2 0.0 47.2 83.4 t I Column Line 1 - E J Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 15 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 15 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 1 -D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 14 13.67 9.1 0.0 22.5 0.0 9.1 31.7 Second 14 13.33 47.2 0.0 36.3 0.0 47.2 83.5 Column Line 1 - C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 58 13.67 9.1 0.0 31.8 0.0 9.1 40.9 Second 13 13.33 39.1 0.0 45.6 0.0 39.1 84.7 A = 5. .3 Column Load Summary RAM Steel vl l.l.l Page 2/8 RAM DataBase: V06148-1 06/22/07 10:55:57 INTENAm,14 Building Code: IBC Steel Code: ASD 9th Ed. Column Line 1 - B.6 Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 50 13.33 11.7 0.0 13.4 0.0 11.7 25.1 Column Line 1 -B __S f - • 9 ' Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 12 13.67 9.1 0.0 26.4 0.0 9.1 35.5 Second 12 13.33 42.7 0.0 41.3 0.0 42.7 84.0 Column Line 1 -A ' Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 11 13.67 4.6 0.0 11.4 0.0 4.6 16.0 Second 11 13.33 25.8 0.0 20.0 0.0 25.8 45.9 Column Line 2 - G ' Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 18 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 18 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 2 - F 6 f Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 25 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 25 13.33 85.5 0.0 66.6 0.0 85.5 152.1 Column Line 2 - E V Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 26 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 26 13.33 85.5 0.0 66.6 0.0 85.5 152.1 Column Line 2 - D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 27 13.67 18.0 0.0 44.2 0.0 18.0 62.2 Second 27 13.33 85.5 0.0 66.7 0.0 85.5 152.2 Column Line 2 - C - f• 1 l F 1� Column Load Summar0 y RAM Steel v11.1.1 Page 3/8 RAM DataBase: V06148-1 06/22/07 10:55:57 � E Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 28 13.67 18.0 0.0 56.6 0.0 18.0 74.6 Second 28 13.33 83.1 0.0 81.3 0.0 83.1 164.3 Column Line 2 - B - 7' L/ Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 29 13.67 18.0 0.0 49.4 0.0 18.0 67.4 Second 29 13.33 83.4 0.0 73.4 0.0 83.4 156.8 Column Line 2 -A b - 7. , Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 10 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 10 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 3 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 19 13.67 8.1 0.0 20.7 0.0 8.1 28.8 Second 19 13.33 41.8 0.0 33.3 0.0 41.8 75.0 Column Line 3 - F 6 �_ � Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 30 13.67 18.0 0.0 46.7 0.0 18.0 64.7 Second 30 13.33 83.6 0.0 70.6 0.0 83.6 154.2 Column Line 3 - E G - 7. a Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 31 13.67 18.0 0.0 44.9 0.0 18.0 62.9 Second 31 13.33 84.2 0.0 68.3 0.0 84.2 152.5 Column Line 3 - D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 32 13.67 18.0 0.0 44.2 0.0 18.0 62.2 Second 32 13.33 83.9 0.0 68.0 0.0 83.9 151.9 Column Line 3 - C A ^ ), / Column Load Summary RAM Steel vl 1.1.1 Page 4/8 RAM DataBase: V06148-1 06/22/07 10:55:57 WTERNAnk Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 33 13.67 18.0 0.0 47.8 0.0 18.0 65.8 Second 33 13.33 82.8 0.0 72.9 0.0 82.8 155.7 Column Line 3 - B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 34 13.67 18.0 0.0 45.7 0.0 18.0 63.7 Second 34 13.33 84.2 0.0 69.1 0.0 84.2 153.3 Column Line 3 - A Level Col# Height Dead Self +hive -Live MinTot MaxTot Roof 9 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 9 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 3.7- H Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 54 13.33 0.8 0.0 1.3 0.0 0.8 2.1 Column Line 3.7 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 60 13.67 5.6 0.0 21.0 0.0 5.6 26.6 Second 53 13.33 29.3 0.0 32.4 0.0 29.3 61.6 Column Line 4 - F Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 35 13.67 18.0 0.0 60.5 0.0 18.0 78.5 Second 35 13.33 77.6 0.0 88.0 0.0 77.6 165.6 Column Line 4 - E e y Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 36 13.67 18.0 0.0 48.9 0.0 18.0 66.9 Second 36 13.33 83.8 0.0 72.7 0.0 83.8 156.5 Column Line 4 - D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 37 13.67 18.0 0.0 44.2 0.0 18.0 62.2 Second 37 13.33 78.1 0.0 74.6 0.0 78.1 152.7 A _ 7 / -z / Column Load Summary RAM Steel v11.1.1 Page 5/8 RAM DataBase: V06148-1 06/22/07 10:55:57 INTEpVAm,14 Building Code: IBC Steel Code: ASD 9th Ed. Column Line 4- C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 38 13.67 18.0 0.0 44.2 0.0 18.0 62.2 Second 38 13.33 80.7 0.0 72.1 0.0 80.7 152.8 6 ` Column Line 4 - B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 39 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 39 13.33 84.7 0.0 67.2 0.0 84.7 151.9 Column Line 4 - A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 8 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 8 13.33 47.2 0.0 36.2 0.0 47.2 83.4 G = 5, 2 ' Column Line 4.3 - H Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 55 13.33 0.8 0.0 1.3 0.0 0.8 2.1 Column Line 4.3 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 61 13.67 5.6 0.0 21.2 0.0 5.6 26.8 Second 56 13.33 25.4 0.0 41.2 0.0 25.4 66.6 G - V, ' ' Column Line 112.48ft- 17.93ft Level Col# Height Dead Self +Live -Live MinTot MaxTot Second 58 13.33 4.0 0.0 7.0 0.0 4.0 11.0 Column Line 5 - G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 21 13.67 8.1 0.0 20.6 0.0 8.1 28.7 Second 21 13.33 36.8 0.0 42.8 0.0 36.8 79.7 Column Line 5 - F Column Load Summary FIIRAM Steel vl l.l.l Page 6/8 RAM DataBase: V06148-1 06/22/07 10:55:57 INTmwrIwI Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 40 13.67 18.0 0.0 46.7 0.0 18.0 64.7 Second 40 13.33 77.0 0.0 77.2 0.0 77.0 154.2 6 = 7. � Column Line 5- E Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 41 13.67 18.0 0.0 44.9 0.0 18.0 62.9 Second 41 13.33 85.2 0.0 67.6 0.0 85.2 152.8 b 7. Column Line 5 - D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 42 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 42 13.33 83.7 0.0 68.0 0.0 83.7 151.7 7. Column Column Line 5 - C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 43 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 43 13.33 85.2 0.0 66.8 0.0 85.2 152.0 Column Line 5 - B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 44 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 44 13.33 85.5 0.0 66.6 0.0 85.5 152.1 Column Line 5 -A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 7 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 7 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 6 - G Level Col# Height Dead Self +Live -Live MinTot NlaxTot Roof 22 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 22 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 6 - F Column Load Summary 0 RAM Steel vl 1.1.1 Page 7/8 RAM DataBase: V06148-1 06/22/07 10:55:57 MEOIATXXW Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 45 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 45 13.33 85.5 0.0 66.6 0.0 85.5 152.1 b - �, r ' Column Line 6-E Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 46 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 46 13.33 85.5 0.0 66.6 0.0 85.5 152.1 Column Line 6- D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 47 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 47 13.33 85.2 0.0 66.6 -0.9 84.4 151.9 Column Line 6- C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 48 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 48 13.33 85.2 0.0 66.6 -0.9 84.4 151.9 Column Line 6- B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 49 13.67 18.0 0.0 44.1 0.0 18.0 62.1 Second 49 13.33 85.5 0.0 66.6 0.0 85.5 152.1 7, Column Column Line 6-A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 6 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 6 13.33 47.2 0.0 36.2 0.0 47.2 83.4 Column Line 7- G Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 23 13.67 4.6 0.0 11.4 0.0 4.6 16.0 Second 23 13.33 25.8 0.0 20.0 0.0 25.8 45.9 6 = 3. 9 ` Column Line 7- F Column Load Summary FIIRAM Steel vl 1.1.1 Page 8/8 RAM DataBase: V06148-1 06/22/07 10:55:57 INTERNAirtw Building Code: IBC Steel Code: ASD 9th Ed. Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 24 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 24 13.33 47.2 0.0 36.2 0.0 47.2 83.4 G � 3,97' Column Line 7-E Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 1 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 1 13.33 47.2 0.0 36.3 0.0 47.2 83.5 b - s,;71 Column Line 7-D Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 2 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 2 13.33 49.6 0.0 46.3 -0.1 49.5 96.0 6 5. 7 ' Column Line 7- C Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 3 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 3 13.33 49.6 0.0 46.3 -0.1 49.5 96.0 Column Line 7-B Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 4 13.67 9.1 0.0 22.4 0.0 9.1 31.6 Second 4 13.33 47.2 0.0 36.3 0.0 47.2 83.5 6 Column Line 7-A Level Col# Height Dead Self +Live -Live MinTot MaxTot Roof 5 13.67 4.6 0.0 11.4 0.0 4.6 16.0 Second 5 13.33 25.8 0.0 20.0 0.0 25.8 45.9 filRAM Steel v 11.1.1 Base Plate Design Summary RAM DataBase: V06.148 06/25/07 15:51:03 INTERNATa,4k Building Code: IBC Steel Code: ASD 9th Ed. Column Line Column Size N B tp (ksi) (in) (in) (in) * - C HSS6X6X3/16 36 8.00 8.00 0.125 * - B.6 HSS6X6X3/16 36 8.00 8.00 0.125 1 - G HSS6X6X3/16 36 8.00 8.00 0.375 1 - B.6 HSS6X6X3/16 36 8.00 8.00 0.250 1 - A HSS6X6X3/16 36 8.00 8.00 0.375 3.7 - H HSS6X6X3/16 36 8.00 8.00 0.125 3.7 - G HSS6X6X3/16 36 8.00 8.00 0.375 4.3 - H HSS6X6X3/16 36 8.00 8.00 0.125 4.3 - G HSS6X6X1/4 36 8.00 8.00 0.500 112.48ft - 17.93ft HSS6X6X3/16 36 8.00 8.00 0.250 7 - G HSS6X6X3/16 36 8.00 8.00 0.375 7 - A HSS6X6X3/16 36 8.00 8.00 0.375 rilRAM Steel vl 1.1.1 Gravity Column Design Criteria RAM DataBase: V06.148 06/25/07 15:51:03 INTERNAnA Building Code: IBC Steel Code: ASD 9th Ed. DEFAULT SPLICE LEVELS: Level Splice Roof N Second N DESIGN DEFAULTS: Maximum Angle from column axis at which beam reaction is not split between column sides for calculating unbalanced moments: 30.0 deg. Skip-load the Live Load around Column TRIAL GROUPS: Trial Group I Section Rect HS Round HS 1 W14 HSS6X6 HSS10 2 W12 HSS8X8 HSS8 3 W 10 HSS 1 OX10 HSS6 COLUMN BRACING: Deck Braces Column Maximum Angle from column axis from which beam braces column: 60.0 deg. BASE PLATES: Design Code: ASD 9th Ed. Plate Fy(ksi) 36.000 Plate f c (ksi) 3.000 Minimum Dimension From Face of Column to Edge of Plate (in) 1.000 Minimum Dimension From Side of Column to Edge of Plate(in) 1.000 Increment of Plate Dimensions (in) 0.250 Increment of Plate Thickness (in) 0.125 Minimum Footing Dimension Parallel to Web (ft) 10.00 Minimum Footing Dimension Perpendicular to Web (ft) 10.00 Foundation Load Summary RAM RAM Manager vl 1.1.1 1NTERNAmC ,q DataBase: V06 Date: 06/25/07 15:51:03 Forces on Gravity Members from RAM Steel. Gravity Column Loads Forces on Gravity Members from RAM Steel. Col Level Dead Self +Live -Live +Roof -Roof Min Total Max Total kip kip kip kip kip kip kip kip 52 second 0.58 0.00 0.00 0.00 0.82 0.00 0.58 1.40 51 second 0.58 0.00 0.00 0.00 0.82 0.00 0.58 1.40 17 second 25.84 0.00 8.62 0.00 11.39 0.00 25.84 45.85 50 second 11.73 0.00 12.32 0.00 1.04 0.00 11.73 25.09 11 second 25.84 0.00 8.62 0.00 11.39 0.00 25.84 45.85 54 second 0.77 0.00 0.00 0.00 1.28 0.00 0.77 2.05 53 second 29.29 0.00 9.74 0.00 18.94 0.00 29.29 57.97 55 second 0.77 0.00 0.00 0.00 1.28 0.00 0.77 2.05 56 second 25.40 0.00 18.40 0.00 18.98 0.00 25.40 62.78 58 second 4.01 0.00 6.96 0.00 0.00 0.00 4.01 10.98 23 second 25.84 0.00 8.62 0.00 11.39 0.00 25.84 45.85 5 second 25.84 0.00 8.62 0.00 11.39 0.00 25.84 45.85 RAM Manager v 11.1.1 General Criteria DataBase: V06 06/25/07 15:51:03 � A Building Code: IBC BUILDING CODE FOR LIVE LOAD REDUCTION: IBC Live Load Reduction Method: General ROOF LOADS: Consider Snow Loads, Ignore Roof Live Loads DETERMINING NUMBER OF STORIES FOR LIVE LOAD REDUCTION: Include Roof Levels: No Include Unreducible Levels: Yes Include Storage Levels: No SELF-WEIGHT: Automatically calculate and include Self-Weight for Member Dead Loads: Beams: No Columns: No Walls: No Slabs / Decks: No Automatically calculate and include Self-Weight for Story Masses: Beams: Yes Columns: Yes Include half mass of columns above and below Walls: Yes Include half mass of walls above and below Slabs/Decks: Yes Frame Model Data i RAM RAM Frame v 11.1.1 IN11"11,21 DataBase: V06.148 06/25/07 15:54:14 STORY DATA: Level Story Label Layout Type Height ft 2 Roof Roof 13.67 1 Second 2nd 13.33 FRAME MEMBERS Frame#0: Level: Roof Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 1 180.000 60.000 0.000 0.00 0.00 FFF 46 HSS6X6X5/16 0.00 0.00 FFF 2 180.000 90.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 3 180.000 120.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 4 180.000 150.000 0.000 0.00 0.00 FFF 50 HSS6X6X5/16 0.00 0.00 FFF 6 150.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 7 120.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 8 90.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 9 60.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 10 30.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 12 0.000 150.000 0.000 0.00 0.00 FFF 46 HSS6X6X5/16 0.00 0.00 FFF 14 0.000 90.000 0.000 0.00 0.00 FFF 46 HSS6X6X5/16 0.00 0.00 FFF 15 0.000 60.000 0.000 0.00 0.00 FFF 46 HSS6X6X5/16 0.00 0.00 FFF 16 0.000 30.000 0.000 0.00 0.00 FFF 50 HSS6X6X5/16 0.00 0.00 FFF 18 30.000 0.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 19 60.000 0.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 21 120.000 0.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF Frame Model Data l INRANRAM Frame v 11.1.1 Page 2/14 TERNA DataBase: V06.148 06/25/07 15:54:14 # X Y Z Offset RigMaj RigMin Fixity Fy Section 22 150.000 0.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 FFF 24 180.000 30.000 0.000 0.00 0.00 FFF 46 HSS6X6X5/16 0.00 0.00 FFF 58 0.000 120.000 0.000 0.00 0.00 FFF 46 HSS6X6X5/16 0.00 0.00 FFF Level: Second Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 1 180.000 60.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 2 180.000 90.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 3 180.000 120.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 4 180.000 150.000 0.000 0.00 0.00 FFF 50 HSS6X6X5/16 0.00 0.00 PPF 6 150.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 7 120.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 8 90.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 9 60.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 10 30.000 180.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 12 0.000 150.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 13 0.000 120.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 14 0.000 90.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 15 0.000 60.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 16 0.000 30.000 0.000 0.00 0.00 FFF 50 HSS6X6X5/16 0.00 0.00 PPF 18 30.000 0.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 19 60.000 0.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 21 120.000 0.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF Frame Model Data RAM RAM Frame vl 1.1.1 Page 3/14 INTERNATKxJAi DataBase: V06.148 06/25/07 15:54:14 # X Y Z Offset RigMaj RigMin Fixity Fy Section 22 150.000 0.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF 24 180.000 30.000 0.000 0.00 0.00 FFF 46 HSS6X6X1/4 0.00 0.00 PPF Steel Beam/ Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 31 60.000 90.000 0.000 0.00 PPF 50 W 18X40 --- 60.000 120.000 0.000 0.00 PPF 43 150.000 90.000 0.000 0.00 PPF 50 W 18X40 --- 150.000 120.000 0.000 0.00 PPF 47 90.000 30.000 0.000 0.00 PPF 50 W24X68 --- 120.000 30.000 0.000 0.00 PPF 72 0.000 120.000 0.000 0.00 PPF 50 W24X68 --- 30.000 120.000 0.000 0.00 PPF Frame#1: Level: Roof Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 25 30.000 30.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 26 30.000 60.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 27 30.000 90.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 28 30.000 120.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 29 30.000 150.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF Steel Beam/Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 25 30.000 30.000 0.000 3.00 FFF 50 W21X50 --- 30.000 60.000 0.000 3.00 FFF 26 30.000 60.000 0.000 3.00 FFF 50 W21X50 --- 30.000 90.000 0.000 3.00 FFF 27 30.000 90.000 0.000 3.00 FFF 50 W21X50 --- 30.000 120.000 0.000 3.00 FFF 28 30.000 120.000 0.000 3.00 FFF 50 W21X50 --- 30.000 150.000 0.000 3.00 FFF 70 30.000 150.000 0.000 3.00 FFF 50 W21X50 --- Frame Model Data RAM RAM Frame vl 1.1.1 Page 4/14 �ME__ DataBase: V06.148 06/25/07 15:54:14 # X Y Z Offset RigEnd Fixity Fy Section T-O 30.000 180.000 0.000 0.00 PPF 76 30.000 0.000 0.000 0.00 PPF 50 W21X50 --- 30.000 30.000 0.000 3.00 FFF Level: Second Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 25 30.000 30.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 26 30.000 60.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 27 30.000 90.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 28 30.000 120.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 29 30.000 150.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF Frame #2: Level: Roof Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 30 60.000 30.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 31 60.000 60.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 32 60.000 90.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 33 60.000 120.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 34 60.000 150.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF Steel Beam/Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 29 60.000 30.000 0.000 3.00 FFF 50 W21X50 --- 60.000 60.000 0.000 3.00 FFF 30 60.000 60.000 0.000 3.00 FFF 50 W21X50 --- 60.000 90.000 0.000 3.00 FFF 31 60.000 90.000 0.000 3.00 FFF 50 W21X50 --- 60.000 120.000 0.000 3.00 FFF Frame Model Data RAM RAM Frame vl 1.1.1 Page 5/14 DataBase: V06.148 06/25/07 15:54:14 # X Y Z Offset RigEnd Fixity Fy Section T-0 32 60.000 120.000 0.000 3.00 FFF 50 W21X50 --- 60.000 150.000 0.000 3.00 FFF 69 60.000 150.000 0.000 3.00 FFF 50 W21X50 --- 60.000 180.000 0.000 0.00 PPF 77 60.000 0.000 0.000 0.00 PPF 50 W21X50 --- 60.000 30.000 0.000 3.00 FFF Level: Second Steel Column: # X Y Z Offset RigMaj RigNlin Fixity Fy Section ft ft ft in in xyt ksi 30 60.000 30.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 31 60.000 60.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 32 60.000 90.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 33 60.000 120.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 34 60.000 150.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF Steel Brace: # Level X Y Fix Fy Section T-0 ft ft xyt ksi 7 Second 60.000 105.000 PPP 46 HSS6X6X1/4 N Base 60.000 90.000 PPP 8 Second 60.000 105.000 PPP 46 HSS6X6X1/4 N Base 60.000 120.000 PPP Frame#3: Level: Roof Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 35 90.000 30.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 36 90.000 60.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 37 90.000 90.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 38 90.000 120.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 39 90.000 150.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 FilFrame Model Data RAM RAM Frame vl 1.1.1 Page 6/14 INTERNATcNk DataBase: V06.148 06/25/07 15:54:14 # X Y Z Offset RigMaj RigMin Fixity Fy Section 0.00 0.00 FFF Steel Beam/ Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 33 90.000 30.000 0.000 3.00 FFF 50 W21X50 --- 90.000 60.000 0.000 3.00 FFF 34 90.000 60.000 0.000 3.00 FFF 50 W21X50 --- 90.000 90.000 0.000 3.00 FFF 35 90.000 90.000 0.000 3.00 FFF 50 W21X50 --- 90.000 120.000 0.000 3.00 FFF 36 90.000 120.000 0.000 3.00 FFF 50 W21X50 --- 90.000 150.000 0.000 3.00 FFF 68 90.000 150.000 0.000 3.00 FFF 50 W21X50 --- 90.000 180.000 0.000 0.00 PPF Level: Second Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 35 90.000 30.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 36 90.000 60.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 37 90.000 90.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 38 90.000 120.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 39 90.000 150.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF Frame#4: Level: Roof Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 40 120.000 30.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 41 120.000 60.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 42 120.000 90.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 43 120.000 120.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF Frame Model Data RAM RAM Frame vl 1.1.1 Page 7/14 INTERNATmAL DataBase: V06.148 06/25/07 15:54:14 # X Y Z Offset RigMaj RigMin Fixity Fy Section 44 120.000 150.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF Steel Beam/Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 37 120.000 30.000 0.000 3.00 FFF 50 W21X50 --- 120.000 60.000 0.000 3.00 FFF 38 120.000 60.000 0.000 3.00 FFF 50 W21X50 --- 120.000 90.000 0.000 3.00 FFF 39 120.000 90.000 0.000 3.00 FFF 50 W21X50 --- 120.000 120.000 0.000 3.00 FFF 40 120.000 120.000 0.000 3.00 FFF 50 W21X50 --- 120.000 150.000 0.000 3.00 FFF 67 120.000 150.000 0.000 3.00 FFF 50 W21X50 --- 120.000 180.000 0.000 0.00 PPF 79 120.000 0.000 0.000 0.00 PPF 50 W21X50 --- 120.000 30.000 0.000 3.00 FFF Level: Second Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 40 120.000 30.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 41 120.000 60.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 42 120.000 90.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 43 120.000 120.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 44 120.000 150.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF Frame#5: Level: Roof Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 45 150.000 30.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 46 150.000 60.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 47 150.000 90.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 F11Frame Model Data RAM RAM Frame v11.1.1 Page 8/14 NTERNATKIAL DataBase: V06.148 06/25/07 15:54:14 # X Y Z Offset RigMaj RigMin Fixity Fy Section 0.00 0.00 FFF 48 150.000 120.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF 49 150.000 150.000 0.000 10.40 10.40 FFF 46 HSS6X6X1/2 0.00 0.00 FFF Steel Beam/ Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 41 150.000 30.000 0.000 3.00 FFF 50 W21X50 --- 150.000 60.000 0.000 3.00 FFF 42 150.000 60.000 0.000 3.00 FFF 50 W21X50 --- 150.000 90.000 0.000 3.00 FFF 43 150.000 90.000 0.000 3.00 FFF 50 W21X50 --- 150.000 120.000 0.000 3.00 FFF 44 150.000 120.000 0.000 3.00 FFF 50 W21X50 --- 150.000 150.000 0.000 3.00 FFF 66 150.000 150.000 0.000 3.00 FFF 50 W21X50 --- 150.000 180.000 0.000 0.00 PPF 80 150.000 0.000 0.000 0.00 PPF 50 W21X50 --- 150.000 30.000 0.000 3.00 FFF Level: Second Steel Column: # X Y Z Offset RigMaj RigMin Fixity Fy Section ft ft ft in in xyt ksi 45 150.000 30.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 46 150.000 60.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 47 150.000 90.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 48 150.000 120.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF 49 150.000 150.000 0.000 0.00 0.00 FFF 46 HSS8X8X1/4 0.00 0.00 PPF Steel Brace: # Level X Y Fix Fy Section T-O ft ft xyt ksi 5 Second 150.000 105.000 PPP 46 HSS6X6X1/4 N Base 150.000 90.000 PPP 6 Second 150.000 105.000 PPP 46 HSS6X6X1/4 N Base 150.000 120.000 PPP Frame#6: r'rame Model Data wil RAM RAM Frame vl 1.1.1 Page 9/14 INTERNATISINX DataBase: V06.148 06/25/07 15:54:14 Level: Roof Steel Beam/ Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 45 30.000 30.000 0.000 3.00 FFF 50 W21X50 --- 60.000 30.000 0.000 3.00 FFF 46 60.000 30.000 0.000 3.00 FFF 50 W21X50 --- 90.000 30.000 0.000 3.00 FFF 47 90.000 30.000 0.000 3.00 FFF 50 W21X50 --- 120.000 30.000 0.000 3.00 FFF 48 120.000 30.000 0.000 3.00 FFF 50 W21X50 --- 150.000 30.000 0.000 3.00 FFF 75 0.000 30.000 0.000 0.00 PPF 50 W21X50 --- 30.000 30.000 0.000 3.00 FFF 81 150.000 30.000 0.000 3.00 FFF 50 W21X50 --- 180.000 30.000 0.000 0.00 PPF Level: Second Steel Brace: # Level X Y Fix Fy Section T-O ft ft xyt ksi 3 Second 105.000 30.000 PPP 46 HSS6X6X1/4 N Base 90.000 30.000 PPP 4 Second 105.000 30.000 PPP 46 HSS6X6X1/4 N Base 120.000 30.000 PPP Frame#7: Level: Roof Steel Beam/ Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 49 30.000 60.000 0.000 3.00 FFF 50 W21X50 --- 60.000 60.000 0.000 3.00 FFF 50 60.000 60.000 0.000 3.00 FFF 50 W21X50 --- 90.000 60.000 0.000 3.00 FFF 51 90.000 60.000 0.000 3.00 FFF 50 W21X50 --- 120.000 60.000 0.000 3.00 FFF 52 120.000 60.000 0.000 3.00 FFF 50 W21X50 --- 150.000 60.000 0.000 3.00 FFF 74 0.000 60.000 0.000 0.00 PPF 50 W21X50 --- 30.000 60.000 0.000 3.00 FFF 82 150.000 60.000 0.000 3.00 FFF 50 W21X50 --- 180.000 60.000 0.000 0.00 PPF Frame#8: Frame Model Data RAM RAM Frame vl 1.1.1 Page 10/14 VNTERNATMAI DataBase: V06.148 06/25/07 15:54:14 Level: Roof Steel Beam 1 Horiz Brace: X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 53 30.000 90.000 0.000 3.00 FFF 50 W21X50 --- 60.000 90.000 0.000 3.00 FFF 54 60.000 90.000 0.000 3.00 FFF 50 W21X50 --- 90.000 90.000 0.000 3.00 FFF 55 90.000 90.000 0.000 3.00 FFF 50 W21X50 --- 120.000 90.000 0.000 3.00 FFF 56 120.000 90.000 0.000 3.00 FFF 50 W21X50 --- 150.000 90.000 0.000 3.00 FFF 73 0.000 90.000 0.000 0.00 PPF 50 W21X50 --- 30.000 90.000 0.000 3.00 FFF 83 150.000 90.000 0.000 3.00 FFF 50 W21X50 --- 180.000 90.000 0.000 0.00 PPF Frame#9: Level: Roof Steel Beam/Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 57 30.000 120.000 0.000 3.00 FFF 50 W21X50 --- 60.000 120.000 0.000 3.00 FFF 58 60.000 120.000 0.000 3.00 FFF 50 W21X50 --- 90.000 120.000 0.000 3.00 FFF 59 90.000 120.000 0.000 3.00 FFF 50 W21X50 --- 120.000 120.000 0.000 3.00 FFF 60 120.000 120.000 0.000 3.00 FFF 50 W21X50 --- 150.000 120.000 0.000 3.00 FFF 72 0.000 120.000 0.000 0.00 PPF 50 W21X50 --- 30.000 120.000 0.000 3.00 FFF 84 150.000 120.000 0.000 3.00 FFF 50 W21X50 --- 180.000 120.000 0.000 0.00 PPF Level: Second Steel Brace: # Level X Y Fix Fy Section T-O ft ft xyt ksi 9 Second 0.000 120.000 PPP 46 HSS6X6X1/8 N Base 30.000 120.000 PPP Frame#10: 9 il Frame Model Data RAM RAM Frame vl 1.1.1 Page 11/14 1NTERNATK�IAL DataBase: V06.148 06/25/07 15:54:14 Level: Roof Steel Beam/ Horiz Brace: # X Y Z Offset RigEnd Fixity Fy Section T-O ft ft ft in xyt ksi 61 30.000 150.000 0.000 3.00 FFF 50 W21X50 --- 60.000 150.000 0.000 3.00 FFF 62 60.000 150.000 0.000 3.00 FFF 50 W21X50 --- 90.000 150.000 0.000 3.00 FFF 63 90.000 150.000 0.000 3.00 FFF 50 W21X50 --- 120.000 150.000 0.000 3.00 FFF 64 120.000 150.000 0.000 3.00 FFF 50 W21X50 --- 150.000 150.000 0.000 3.00 FFF 65 150.000 150.000 0.000 3.00 FFF 50 W21X50 --- 180.000 150.000 0.000 0.00 PPF 71 0.000 t 50.000 0.000 0.00 PPF 50 W21X50 --- 30.000 150.000 0.000 3.00 FFF NODES: # X Y Z Fdtn Diaphr ft ft ft (Diaph.#- Story Name) 1 0.000 30.000 27.000 N 1 - Roof 2 0.000 60.000 27.000 N 1 - Roof 3 0.000 90.000 27.000 N 1 - Roof 4 0.000 120.000 27.000 N 1 - Roof 5 0.000 150.000 27.000 N 1 - Roof 6 30.000 0.000 27.000 N l - Roof 7 30.000 30.000 27.000 N 1 - Roof 8 30.000 60.000 27.000 N 1 - Roof 9 30.000 90.000 27.000 N 1 - Roof 10 30.000 120.000 27.000 N 1 - Roof 11 30.000 150.000 27.000 N 1 - Roof 12 30.000 180.000 27.000 N 1 Roof 13 60.000 0.000 27.000 N 1 - Roof 14 60.000 30.000 27.000 N 1 - Roof 15 60.000 60.000 27.000 N 1 - Roof 16 60.000 90.000 27.000 N 1 - Roof 17 60.000 120.000 27.000 N 1 - Roof 18 60.000 150,000 27.000 N 1 -Roof 19 60.000 190.000 27.000 N 1 - Roof 20 90.000 30.000 27.000 N 1 - Roof 21 90.000 60.000 27.000 N 1 - Roof 22 90.000 90.000 27.000 N 1 - Roof 23 90.000 120.000 27.000 N 1 - Roof 24 90.000 150.000 27.000 N 1 - Roof FilFrame Model Data RAM RAM Frame vl 1.1.1 Page 12/14 INTERNATo'k DataBase: V06.148 06/25/07 15:54:14 # X Y Z Fdtn Diaphr 25 90.000 180.000 27.000 N 1 - Roof 26 120.000 0.000 27.000 N 1 - Roof 27 120.000 30.000 27.000 N 1 - Roof 28 120.000 60.000 27.000 N 1 - Roof 29 120.000 90.000 27.000 N 1 - Roof 30 120.000 120.000 27.000 N 1 - Roof 31 120.000 150.000 27.000 N 1 - Roof 32 120.000 180.000 27.000 N 1 - Roof 33 150.000 0.000 27.000 N 1 - Roof 34 150.000 30.000 27.000 N 1 - Roof 35 150.000 60.000 27.000 N 1 - Roof 36 150.000 90.000 27.000 N 1 - Roof 37 150.000 120.000 27.000 N 1 - Roof 38 150.000 150.000 27.000 N 1 - Roof 39 150.000 180.000 27.000 N 1 - Roof 40 180.000 30.000 27.000 N 1 - Roof 41 180.000 60.000 27.000 N 1 - Roof 42 180.000 90.000 27.000 N 1 - Roof 43 180.000 120.000 27.000 N 1 - Roof 44 180.000 150.000 27.000 N 1 - Roof 45 0.000 30.000 13.333 N 1 - Second 46 0.000 60.000 13.333 N 1 - Second 47 0.000 90.000 13.333 N 1 - Second 48 0.000 120.000 13.333 N 1 - Second 49 0.000 150.000 13.333 N 1 - Second 50 30.000 0.000 13.333 N 1 - Second 51 30.000 30.000 13.333 N 1 - Second 52 30.000 60.000 13.333 N 1 - Second 53 30.000 90.000 13.333 N 1 - Second 54 30.000 120.000 13.333 N I - Second 55 30.000 150.000 13.333 N 1 - Second 56 30.000 180.000 13.333 N 1 - Second 57 60.000 0.000 13.333 N 1 - Second 58 60.000 30.000 13.333 N 1 - Second 59 60.000 60.000 13.333 N 1 - Second 60 60.000 90.000 13.333 N 1 - Second 61 60.000 105.000 13.333 N None 62 60.000 120.000 13.333 N I - Second 63 60.000 150.000 13.333 N 1.- Second 64 60.000 180.000 13.333 N 1 - Second 65 90.000 30.000 13.333 N 1 - Second 66 90.000 60.000 13.333 N 1 - Second 67 90.000 90.000 13.333 N I - Second 68 90.000 120.000 13.333 N I - Second 69 90.000 150.000 13.333 N I - Second FilFrame Model Data [am RAM Frame vl 1.1.1 Page 13/14 SRN^ DataBase: V06.148 06/25/07 15:54:14 # X Y Z Fdtn Diaphr 70 90.000 180.000 13.333 N I - Second 71 105.000 30.000 13.333 N None 72 120.000 0.000 13.333 N 1 - Second 73 120.000 30.000 13.333 N 1 - Second 74 120.000 60.000 13.333 N 1 - Second 75 120.000 90.000 13.333 N 1 - Second 76 120.000 120.000 13.333 N 1 - Second 77 120.000 150.000 13.333 N 1 - Second 78 120.000 180.000 13.333 N 1 - Second 79 150.000 0.000 13.333 N 1 - Second 80 150.000 30.000 13.333 N 1 - Second 81 150.000 60.000 13.333 N 1 - Second 82 150.000 90.000 13.333 N 1 - Second 83 150.000 105.000 13.333 N None 84 150.000 120.000 13.333 N 1 - Second 85 150.000 150.000 13.333 N 1 - Second 86 150.000 180.000 13.333 N 1 - Second 87 180.000 30.000 13.333 N 1 - Second 88 180.000 60.000 13.333 N 1 - Second 89 180.000 90.000 13.333 N 1 - Second 90 180.000 120.000 13.333 N 1 - Second 91 180.000 150.000 13.333 N 1 - Second 92 0.000 30.000 0.000 Y -- 93 0.000 60.000 0.000 Y -- 94 0.000 90.000 0.000 Y -- 95 0.000 120.000 0.000 Y -- 96 0.000 150.000 0.000 Y -- 97 30.000 0.000 0.000 Y -- 98 30.000 30.000 0.000 Y -- 99 30.000 60.000 0.000 Y -- 100 30.000 90.000 0.000 Y -- 101 30.000 120.000 0.000 Y -- 102 30.000 150.000 0.000 Y -- 103 30.000 180.000 0.000 Y -- 104 60.000 0.000 0.000 Y -- 105 60.000 30.000 0.000 Y -- 106 60.000 60.000 0.000 Y -- 107 60.000 90.000 0.000 Y -- 108 60.000 120.000 0.000 Y -- 109 60.000 150.000 0.000 Y -- 110 60.000 180.000 0.000 Y -- 111 90.000 30.000 0.000 Y -- 112 90.000 60.000 0.000 Y -- 113 90.000 90.000 0.000 Y -- 114 90.000 120.000 0.000 Y -- Fil Frame Model Data RAM RAM Frame vl 1.1.1 Page 14/14 INTERNATIONAL DataBase: V06.148 06/25/07 15:54:14 # X Y Z Fdtn Diaphr 115 90.000 150.000 0.000 Y -- 116 90.000 180.000 0.000 Y -- 117 120.000 0.000 0.000 Y -- 118 120.000 30.000 0.000 Y -- 119 120.000 60.000 0.000 Y -- 120 120.000 90.000 0.000 Y -- 121 120.000 120.000 0.000 Y -- 122 120.000 t 50.000 0.000 Y -- 123 120.000 180.000 0.000 Y -- 124 150.000 0.000 0.000 Y -- 125 150.000 30.000 0.000 Y -- 126 150.000 60.000 0.000 Y -- 127 150.000 90.000 0.000 Y -- 128 150.000 120.000 0.000 Y -- 129 150.000 150.000 0.000 Y -- 130 150.000 180.000 0.000 Y -- 131 180.000 30.000 0.000 Y -- 132 180.000 60.000 0.000 Y -- 133 180.000 90.000 0.000 Y -- 134 180.000 120.000 0.000 Y -- 135 180.000 150.000 0.000 Y -- r Vil Analysis Log RAN RAM Frame v 11.1.1 NTERNATCNAI DataBase: V06.148 06/25/07 15:54:14 1) Summary of Numerical Behavior of Model: 2) Summary of Equilibrium Check of Model: LOAD CASE DEFINITIONS: 1 D DeadLoad RAMUSER 2 Lp PosLiveLoad RAMUSER 3 Sp PosRoofLiveLoad RAMUSER 4 Sn NegRoofLiveLoad RAMUSER 5 Wl Wind Wind IBC03 1 X 6 W2 Wind Wind IBC03 1 -X 7 W3 Wind Wind_IBC03_1_Y 8 W4 Wind Wind IBC03 1 -Y 9 W5 Wind Wind IBC03 2 X+E 10 W6 Wind Wind_IBC03_2_X-E 11 W7 Wind Wind IBC03 2 -X+E 12 W8 Wind Wind_IBC03_2_-X-E 13 W9 Wind Wind IBC03 2 Y+E 14 W10 Wind Wind IBC03_2_Y-E 15 Wll Wind Wind^IBC03 2 -Y+E 16 W12 Wind Wind_IBC03_2_-Y-E 17 W13 Wind Wind_IBC03_3_X+Y 18 W14 Wind Wind IBC03 3 -X-Y 19 W15 Wind Wind_IBC03_3_X-Y 20 W16 Wind Wind IBC03 3 -X+Y 21 W17 Wind Wind_IBC03_4_X+Y CW 22 W18 Wind Wind_IBC03_4_-X-Y CCW 23 W19 Wind Wind IBC03_4_X+Y CCW 24 W20 Wind Wind^IBC03 4 -X-Y CW 25 W21 Wind Wind IBC03 4 X-Y CW 26 W22 Wind Wind IBC03 4 -X+Y CCW 27 W23 Wind Wind IBC03 4 X-Y CCW 28 W24 Wind Wind_IBC03_4_-X+Y_CW 29 E1 Seismic EQ_IBC03_X_+E F 30 E2 Seismic EQ_IBC03_X_-E�F 31 E3 Seismic EQ_IBC03_Y_+E F 32 E4 Seismic EQ_IBC03_Y_-E F 33 E4 Modes Eigen Solution 34 E4 Center Center of Rigidity Equilibrium Check At Foundation Level (Total Forces and Moments at the Origin) : LoadCase Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 1 2 .664E-002 3.933E-003 2.964E+003 2.726E+005 -2. 683E+005 -4.457E+000 2 1.720E-003 -1.560E-003 8 .865E+002 7 .939E+004 -8 .009E+004 -1.062E+000 3 1. 674E-002 2.348E-003 1.555E+003 1.429E+005 -1.411E+005 -2.812E+000 4 0. 000E+000 0.000E+000 -2.008E+000 -2. 108E+002 3.098E+002 -3.125E-004 5 -6. 608E+001 -6.193E-002 0.000E+000 8.891E-001 -1. 190E+003 5. 901E+003 6 6. 608E+001 6.193E-002 0.000E+000 -8.891E-001 1.190E+003 -5.901E+003 7 -6.242E-002 -6.684E+001 0.000E+000 1.200E+003 -8 .977E-001 -5. 984E+003 8 6.242E-002 6. 684E+001 0.000E+000 -1.200E+003 8. 977E-001 5. 984E+003 9 -4 . 965E+001 -7.878E-002 0.000E+000 1. 121E+000 -8. 938E+002 5.815E+003 10 -4 . 947E+001 -1.412E-002 0.000E+000 2. 122E-001 -8. 914E+002 3.036E+003 11 4 . 965E+001 7 .878E-002 0.000E+000 -1.121E+000 8 .938E+002 -5.815E+003 12 4 . 947E+001 1.412E-002 O.000E+000 -2.122E-001 8.914E+002 -3.036E+003 13 4 . 290E-002 -5.009E+001 0.000E+000 8. 998E+002 5.768E-001 -5. 936E+003 14 -1.365E-001 -5. 016E+001 0.000E+000 9. 008E+002 -1. 923E+000 -3.040E+003 15 -4 .290E-002 5.009E+001 0.000E+000 -8. 998E+002 -5.768E-001 5. 936E+003 Vil Analysis Log RAM RAM Frame vl 1.1.1 Page 2/2 NTEA � DataBase: V06.148 06/25/07 15:54:14 16 1.365E-001 5.016E+001 0.000E+000 -9.008E+002 1.923E+000 3.040E+003 17 -4 . 961E+001 -5.017E+001 0.000E+000 9.010E+002 -8. 933E+002 -6.274E+001 18 4 . 961E+001 5.017E+001 0.000E+000 -9. 010E+002 8. 933E+002 6.274E+001 19 -4 . 951E+001 5.008E+001 0.000E+000 -8 . 997E+002 -8. 919E+002 8. 914E+003 20 4 .951E+001 -5.008E+001 0.000E+000 8 .997E+002 8.919E+002 -8.914E+003 21 -3.734E+001 -3.768E+001 0.000E+000 6.764E+002 -6.718E+002 2.081E+003 22 3.734E+001 3.768E+001 O.000E+000 -6.764E+002 6.718E+002 -2.081E+003 23 -3. 707E+001 -3.758E+001 0.000E+000 6.750E+002 -6. 681E+002 -2. 175E+003 24 3.707E+001 3.758E+001 0.000E+000 -6.750E+002 6.681E+002 2. 175E+003 25 -3.727E+001 3.751E+001 0.000E+000 -6.740E+002 -6.708E+002 8.813E+003 26 3.727E+001 -3.751E+001 0.000E+000 6.740E+002 6.708E+002 -8 .813E+003 27 -3.700E+001 3.761E+001 0.000E+000 -6.754E+002 -6.671E+002 4.558E+003 28 3.700E+001 -3.761E+001 0.000E+000 6.754E+002 6. 671E+002 -4.558E+003 29 -7.413E+001 -8.478E-002 0.000E+000 1 .213E+000 -1.306E+003 7.343E+003 30 -7 . 404E+001 -5.293E-002 0.000E+000 7 . 646E-001 -1.305E+003 5. 958E+003 31 -2.482E-002 -7.375E+001 0.000E+000 1.301E+003 -3.763E-001 -7.307E+003 32 -1. 121E-001 -7.378E+001 0.000E+000 1.301E+003 -1.595E+000 -5.884E+003 33 0. 000E+000 0.000E+000 0. 000E+000 0.000E+000 0.000E+000 0.000E+000 34 0.000E+000 0.000E+000 0.000E+000 0.000E+000 0.000E+000 0.000E+000 Note: Due to P-Delta Effects, Shears in the Global X and Y-directions may be greater than the applied forces. The additional shears represent increase in base shears due to P-Delta Effects. 3) Summary of System Equation Parameters: Size of Total Building Stiffness Matrix = 288 x 288 Tot. Num. of Physical Members in Bldg = 158 Tot. Num of Physical Beams. . . . . . . . .= 63 Tot. Num of Physical Columns. . . . . . .= 88 Tot. Num of Physical Braces. . . . . . . .= 7 Tot. Num. of Finite Elements in Bldg = 161 Tot. Num of Beam Finite Elements. . . . . .= 66 Tot. Num of Column Finite Elements. . . .= 88 Tot. Num of Brace Finite Elements. . . . .= 7 Number of Elements in Skyline Storage = 7542 ( 0.06 MB) Read in Model from RAM Modeler and Processing Model Data . . . . . . . . = 0.05 Assembly of Building Structure Stiffness Matrix . . . . . . . . . . . . . . . . . = 0.03 Assembly of Building Structure Load Matrix . . . . . . . . . . . . . . . . . . . . . . = 0. 05 EigenValueAnalysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = 0.09 Solution of Equations for Static Load Cases Factorization of Stiffness Matrix = 0.00 Forward- and Backward-Substitution in LDU Decomposition . . = 0.07 Processing Displacements and Member Forces . . . . . . . . . . . . . . . . . . . . . . = 0.51 Total Time Elapsed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = 0.80 Second FilCriteria Mass and Exposure Data RAM RAM Frame vl 1.1.1 INTERNATO,,'AL DataBase: V06.148 06/25/07 15:54:14 CRITERIA: Rigid End Zones: Include Effects: 0.00% Reduction Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: Base Wall Mesh Criteria : Wall Element Type : Shell Element with No Out-of-Plane Stiffness Max. Allowed Distance between Nodes (ft) : 8.00 DIAPHRAGM DATA: Story Diaph# Diaph Type Roof 1 Rigid Second 1 Rigid Disconnect Internal Nodes of Beams: Yes Disconnect Nodes outside Slab Boundary: Yes STORY MASS DATA: Includes Self Mass of: Beams Columns (Half mass of columns above and below) Walls (Half mass of walls above and below) Slabs/Deck Calculated Values: Story Diaph # Weight Mass MMI Xm Ym EccX EccY kips k-s2/ft ft-k-s2 ft ft ft ft Roof 1 133.1 4.13 25147 90.50 87.92 9.02 9.02 Second 1 593.5 18.43 183346 89.34 89.92 9.75 9.39 Story Diaph# Combine Roof 1 None Second 1 None WIND EXPOSURE DATA: Calculated Values: Story Diaph # Building Extents (ft) Expose Parapet Min X Max X Min Y Max Y ft Roof 1 -0.25 180.25 -0.25 180.25 Full 0.00 Second 1 -8.00 187.00 -7.50 180.25 Full 0.00 wi\l Exposure Boundaries RAM RAM Frame vl 1.1.1 INTERNAT",,,Al DataBase: V06.148 06/25/07 15:54:14 Profile X-Axis Roof-Diaph#1 1 Second Zone Start(ft) End (ft) Height (ft) 1 -0.2500 180.2500 13.6670 Roof 2 Second-Diaph#1 1 Base Zone Start(ft) End(ft) Height(ft) 1 -8.0000 187.0000 13.3330 2 -0.2500 180.2500 13.6670 r Vil Exposure Boundaries RAM RAM Frame v11.1.1 Page 2/2 INTERNATOQ DataBase: V06.148 06/25/07 15:54:14 Profile Y-Axis Roof-Diaph#1 1 Second Zone Start(ft) End (ft) Height (ft) 1 -0.2500 180.2500 13.6670 Roof 2 Second-Diaph#1 1 Base Zone Start(ft) End(ft) Height (ft) 1 -7.5000 180.2500 13.3330 2 -0.2500 180.2500 13.6670 I F11Loads and Applied Forces RAM RAM Frame v 11.1.1 NTeaNam-A DataBase: V06.148 06/25/07 15:54:14 LOAD CASE: Wind Wind ASCE 7-02/I13C2003 Exposure: C Basic Wind Speed(mph): 90.0 Importance Factor: 1.000 Apply Directionality Factor, Kd = 0.85 Use Topography Factor, Kzt: 1.00 Use Calculated Frequency for X-Dir. Use Calculated Frequency for Y-Dir. Gust Factor for Rigid Structures, G: Use Calculated G for X-Dir. Gust Factor for Rigid Structures, G: Use Calculated G for Y-Dir. Damping Ratio for Flexible Structures=0.01 Mean Roof Height(ft): Top Story Height+ Parapet= 27.00 Ground Level: Base WIND PRESSURES: X-Direction: Natural Frequency=4.399 Structure is Rigid Y-Direction: Natural Frequency=4.899 Structure is Rigid CpWindward = 0.80 gLeeward (qh) = 16.93 psf GCpn (Parapet): Windward= 1.80 Leeward= -1.10 Height Kz KA qz Gust Factor G CpLeeward Pressure(psf) ft psf X Y X Y X Y 27.00 0.961 1.000 16.933 0.845 0.845 -0.500 -0.500 18.593 18.593 13.33 0.849 1.000 14.962 0.843 0.842 -0.492 -0.500 17.123 17.206 0.00 0.849 1.000 14.962 0.843 0.842 -0.492 -0.500 17.123 17.206 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_1 X Level _ Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 22.33 0.00 90.00 90.00 Second 1 13.33 43.16 0.00 89.50 88.20 APPLIED STORY FORCES Type: Wind_IBC03_1_X Level Ht Fx Fy ft kips kips Roof 27.00 22.33 0.00 Second 13.33 43.16 0.00 65.49 0.00 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_1_-X Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -22.33 0.00 90.00 90.00 Second 1 13.33 -43.16 0.00 89.50 88.20 wilLoads and Applied Forces RAM RAM Frame vl 1.1.1 Page 2/11 INTERNATIONAL DataBase: V06.148 06/25/07 15:54:14 APPLIED STORY FORCES Type: Wind_IBC03_1_-X Level Ht Fx Fy ft kips kips Roof 27.00 -22.33 0.00 Second 13.33 -43.16 0.00 -65.49 0.00 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_1_Y Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 0.00 22.36 90.00 90.00 Second 1 13.33 0.00 44.16 89.75 86.38 APPLIED STORY FORCES Type: Wind_IBC03_1_Y Level Ht Fx Fy ft kips kips Roof 27.00 0.00 22.36 Second 13.33 0.00 44.16 0.00 66.52 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_1_-Y Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -0.00 -22.36 90.00 90.00 Second 1 13.33 -0.00 -44.16 89.75 86.38 APPLIED STORY FORCES Type: Wind_IBC03_1_-Y Level Ht Fx Fy ft kips kips Roof 27.00 -0.00 -22.36 Second 13.33 -0.00 -44.16 -0.00 -66.52 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_2_X+E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 16.75 0.00 90.00 117.08 VilLoads and Applied Forces RAM RAM Frame vl 1.1.1 Page 3111 NTE"TMAL DataBase: V06.148 06/25/07 15:54:14 Second 1 13.33 32.37 0.00 89.50 116.36 APPLIED STORY FORCES Type: Wind_IBC03_2_X+E Level Ht Fx Fy ft kips kips Roof 27.00 16.75 0.00 Second 13.33 32.37 0.00 49.11 0.00 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_2_X-E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 16.75 0.00 90.00 62.92 Second 1 13.33 32.37 0.00 89.50 60.04 APPLIED STORY FORCES Type: Wind_IBC03_2_X-E Level Ht Fx Fy ft kips kips Roof 27.00 16.75 0.00 Second 13.33 32.37 0.00 49.11 0.00 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_2_-X+E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -16.75 0.00 90.00 117.08 Second 1 13.33 -32.37 0.00 89.50 116.36 APPLIED STORY FORCES Type: Wind_IBC03_2_-X+E Level Ht Fx Fy ft kips kips Roof 27.00 -16.75 0.00 Second 13.33 -32.37 0.00 -49.11 0.00 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_2_-X-E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft FilLoads and Applied Forces RAM RAM Frame vl 1.1.1 Page 4/11 INTERNATK)IIAL DataBase: V06.148 06/25/07 15:54:14 Roof 1 27.00 -16.75 0.00 90.00 62.92 Second 1 13.33 -32.37 0.00 89.50 60.04 APPLIED STORY FORCES Type: Wind_IBC03_2_-X-E Level Ht Fx Fy ft kips kips Roof 27.00 -16.75 0.00 Second 13.33 -32.37 0.00 -49.11 0.00 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_2_Y+E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 0.00 16.77 117.08 90.00 Second 1 13.33 0.00 33.12 119.00 86.38 APPLIED STORY FORCES Type: Wind_IBC03 2_Y+E Level Ht Fx Fy ft kips kips Roof 27.00 0.00 16.77 Second 13.33 0.00 33.12 0.00 49.89 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_2_Y-E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 0.00 16.77 62.92 90.00 Second 1 13.33 0.00 33.12 60.50 86.38 APPLIED STORY FORCES Type: Wind_IBC03_2_Y-E Level Ht Fx Fy ft kips kips Roof 27.00 0.00 16.77 Second 13.33 0.00 33.12 0.00 49.89 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_2_-Y+E Level Diaph.# Ht Fx Fy X Y Fil Loads and Applied Forces RAM RAM Frame vl 1.1.1 Page 5111 INTERNATIONAL DataBase: V06.148 06/25/07 15:54:14 ft kips kips ft ft Roof 1 27.00 -0.00 -16.77 117.08 90.00 Second 1 13.33 -0.00 -33.12 119.00 86.38 APPLIED STORY FORCES Type: Wind_IBC03_2_-Y+E Level Ht Fx Fy ft kips kips Roof 27.00 -0.00 -16.77 Second 13.33 -0.00 -33.12 -0.00 -49.89 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_2_-Y-E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -0.00 -16.77 62.92 90.00 Second 1 13.33 -0.00 -33.12 60.50 86.38 APPLIED STORY FORCES Type: Wind_IBC03_2_-Y-E Level Ht Fx Fy ft kips kips Roof 27.00 -0.00 -16.77 Second 13.33 -0.00 -33.12 -0.00 -49.89 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_3_X+Y Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 16.75 16.77 90.00 90.00 Second 1 13.33 32.37 33.12 89.75 88.20 APPLIED STORY FORCES Type: Wind_IBC03_3_X+Y Level Ht Fx Fy ft kips kips Roof 27.00 16.75 16.77 Second 13.33 32.37 33.12 49.11 49.89 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_3_-X-Y VilLoads and Applied Forces RAM RAM Frame v11.1.1 Page 6/11 NTERNATK�;AL DataBase: V06.148 06/25/07 15:54:14 Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -16.75 -16.77 90.00 90.00 Second 1 13.33 -32.37 -33.12 89.75 88.20 APPLIED STORY FORCES Type: Wind_IBC03_3_-X-Y Level Ht Fx Fy ft kips kips Roof 27.00 -16.75 -16.77 Second 13.33 -32.37 -33.12 -49.11 -49.89 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03 3_X-Y Level _ Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 16.75 -16.77 90.00 90.00 Second 1 13.33 32.37 -33.12 89.75 88.20 APPLIED STORY FORCES Type: Wind_IBC03_3_X-Y Level Ht Fx Fy ft kips kips Roof 27.00 16.75 -16.77 Second 13.33 32.37 -33.12 49.11 -49.89 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_3_-X+Y Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -16.75 16.77 90.00 90.00 Second 1 13.33 -32.37 33.12 89.75 88.20 APPLIED STORY FORCES Type: Wind_IBC03_3_-X+Y Level Ht Fx Fy ft kips kips Roof 27.00 -16.75 16.77 Second 13.33 -32.37 33.12 -49.11 49.89 Fil Loads and Applied Forces RAM RAM Frame v 11.1.1 Page 7/11 INTERNAIMIAL DataBase: V06.148 06/25/07 15:54:14 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_4_X+Y_CW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 12.56 12.58 62.92 117.08 Second 1 13.33 24.28 24.84 60.50 116.36 APPLIED STORY FORCES Type: Wind_IBC03_4_X+Y_CW Level Ht Fx Fy ft kips kips Roof 27.00 12.56 12.58 Second 13.33 24.28 24.84 36.84 37.42 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_4_-X-Y_CCW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -12.56 -12.58 62.92 117.08 Second 1 13.33 -24.28 -24.84 60.50 116.36 APPLIED STORY FORCES Type: Wind_IBC03_4_-X-Y_CCW Level Ht Fx Fy ft kips kips Roof 27.00 -12.56 -12.58 Second 13.33 -24.28 -24.84 -36.84 -37.42 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_4_X+Y_CCW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 12.56 12.58 117.08 62.92 Second 1 13.33 24.28 24.84 119.00 60.04 APPLIED STORY FORCES Type: Wind_IBC03 4_X+Y_CCW Level _ Ht Fx Fy ft kips kips Roof 27.00 12.56 12.59 Second 13.33 24.28 24.84 36.84 37.42 FilLoads and Applied Forces RAM RAM Frame v11.1.1 Page 8/11 NTERNATONAL DataBase: V06.148 06/25/07 15:54:14 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_4--X-Y_CW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -12.56 -12.58 117.08 62.92 Second 1 13.33 -24.28 -24.84 119.00 60.04 APPLIED STORY FORCES Type: Wind_IBC03_4_-X-Y CW Level ~Ht Fx Fy ft kips kips Roof 27.00 -12.56 -12.58 Second 13.33 -24.28 -24.84 -36.84 -37.42 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_4_X-Y_CW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 12.56 -12.58 117.08 117.08 Second 1 13.33 24.28 -24.84 119.00 116.36 APPLIED STORY FORCES Type: Wind_IBC03_4_X-Y_CW Level Ht Fx Fy ft kips kips Roof 27.00 12.56 -12.58 Second 13.33 24.28 -24.84 36.84 -37.42 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_4_-X+Y_CCW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -12.56 12.58 117.08 117.08 Second 1 13.33 -24.28 24.84 119.00 116.36 APPLIED STORY FORCES Type: Wind_IBC03_4_-X+Y_CCW Level Ht Fx Fy ft kips kips Roof 27.00 -12.56 12.58 Second 13.33 -24.28 24.84 -36.84 37.42 Loads and Applied Forces RAM RAM Frame vl 1.1.1 Page 9/11 INTERNATIONAL DataBase: V06.148 06/25/07 15:54:14 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_4_X-Y_CCW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 12.56 -12.58 62.92 62.92 Second 1 13.33 24.28 -24.84 60.50 60.04 APPLIED STORY FORCES Type: Wind_IBC03_4_X-Y_CCW Level Ht Fx Fy ft kips kips Roof 27.00 12.56 -12.58 Second 13.33 24.28 -24.84 36.84 -37.42 APPLIED DIAPHRAGM FORCES Type: Wind_IBC03_4_-X+Y_CW Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 -12.56 12.58 62.92 62.92 Second 1 13.33 -24.28 24.84 60.50 60.04 APPLIED STORY FORCES Type: Wind_IBC03_4_-X+Y_CW Level Ht Fx Fy ft kips kips Roof 27.00 -12.56 12.58 Second 13.33 -24.28 24.84 -36.84 37.42 FilLoads and Applied Forces RAM RAM Frame v11.1.1 Page 10/11 NTERNATOhJAt DataBase: V06.148 06/25/07 15:54:14 LOAD CASE: Seismic Seismic ASCE 7-02 /IBC 2003 Equivalent Lateral Force Site Class: D Importance Factor: 1.00 Ss: 0.290 g S1: 0.120 g Fa: 1.568 Fv: 2.320 SDs: 0.303 g SDI: 0.186 g Seismic Use Group: I Seismic Design Category: C Provisions for: Force Ground Level: Base Dir Eccent R Ta Equation Building Period-T X + And- 3.0 Std,Ct=0.030,x=0.75 Calculated Y + And - 3.0 Std,Ct=0.030,x=0.75 Calculated Dir Ta Cu T T-used Eg95521-1 Eg95521-2 Eg95521-3 k X 0.355 1.529 0.227 0.227 0.101 0.272 0.0133 1.000 Y 0.355 1.529 0.204 0.204 0.101 0.303 0.0133 1.000 Total Building Weight(kips) = 726.62 APPLIED DIAPHRAGM FORCES Type: EQ_IBC03_X_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 22.94 0.00 90.50 96.94 Second 1 13.33 50.49 0.00 89.34 99.31 APPLIED STORY FORCES Type: EQ_IBC03_X_+E_F Level Ht Fx Fy ft kips kips Roof 27.00 22.94 0.00 Second 13.33 50.49 0.00 73.42 0.00 APPLIED DIAPHRAGM FORCES Type: EQ_IBC03 X_-E_F Level Diaph.# Ht Fx Fy X �' ft kips kips ft ft Roof 1 27.00 22.94 0.00 90.50 78.89 Second 1 13.33 50.49 0.00 89.34 80.53 APPLIED STORY FORCES Type: EQ_IBC03_X_-E_F Level Ht Fx Fy ft kips kips Roof 27.00 22.94 0.00 Second 13.33 50.49 0.00 FilLoads and Alpplied Forces � RAM Frame v 11.1.1 Page 11/11 INTERNA,n DataBase: V06.148 06/25/07 15:54:14 73.42 0.00 APPLIED DIAPHRAGM FORCES Type: EQ_IBC03_Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 0.00 22.94 99.52 87.92 Second 1 13.33 0.00 50.49 99.09 89.92 APPLIED STORY FORCES Type: EQ_IBC03_Y_+E_F Level Ht Fx Fy ft kips kips Roof 27.00 0.00 22.94 Second 13.33 0.00 50.49 0.00 73.42 APPLIED DIAPHRAGM FORCES Type: EQ_IBC03_Y_-E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 27.00 0.00 22.94 81.47 87.92 Second 1 13.33 0.00 50.49 79.59 89.92 APPLIED STORY FORCES Type: EQ_IBC03_Y_-E_F Level Ht Fx Fy ft kips kips Roof 27.00 0.00 22.94 Second 13.33 0.00 50.49 0.00 73.42 Fil RAM Frame v 11.1.1 Frame Reactions RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATIONAL Building Code: IBC CRITERIA: b Rigid End Zones: Include Effects: 0.00% Reduction Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: Base Wall Mesh Criteria : Wall Element Type : Shell Element with No Out-of-Plane Stiffness Max. Allowed Distance between Nodes (ft) : 8.00 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER LP PosLiveLoad RAMUSER Sp PosRoofLiveLoad RAMUSER Sn NegRoofLiveLoad RAMUSER W1 Wind Wind_IBC03_1_X W2 Wind Wind_IBC03_1_-X W3 Wind Wind_IBC03_1_Y W4 Wind Wind_IBC03_1_-Y W5 Wind Wind_IBC03_2_X+E W6 Wind Wind_IBC03_2_X-E W7 Wind Wind_IBC03_2_-X+E W8 Wind Wind_IBC03_2_-X-E W9 Wind Wind_IBC03_2_Y+E W 10 Wind Wind_IBC03_2_Y-E W 11 Wind Wind_IBC03_2_-Y+E W 12 Wind Wind_IBC03_2_-Y-E W 13 Wind Wind_IBC03_3_X+Y W 14 Wind Wind_IBC03_3_-X-Y W 15 Wind Wind_IBC03_3_X-Y W 16 Wind Wind_IBC03_3_-X+Y W 17 Wind Wind_IBC03_4_X+Y_CW W 18 Wind Wind_IBC03_4_-X-Y_CCW W 19 Wind Wind_IBC03_4_X+Y_CCW W20 Wind Wind_IBC03_4_-X-Y_CW W21 Wind Wind_IBC03_4_X-Y_CW W22 Wind Wind_IBC03_4_-X+Y CCW W23 Wind Wind_IBC03_4_X-Y_CCW W24 Wind Wind_IBC03_4_-X+Y_CW E1 Seismic EQ_IBC03_X_+E_F E2 Seismic EQ_IBC03_X_-E_F E3 Seismic EQ_IBC03_Y_+E_F E4 Seismic EQ_IBC03_Y_-E_F Frame#0: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft Fil RAM Frame vl 1.1.1 Frame Reactions Page 2/36 RAM DataBase: V06.148 06/25/07 15:54:14 IWERNATc,'-'k Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz 92 D 0.00 0.00 45.34 0.00 0.00 -0.00 Lp 0.00 0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 17.80 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.09 -0.02 -0.09 0.00 0.00 0.02 W2 -0.09 0.02 0.09 0.00 0.00 -0.02 W3 0.00 0.08 0.00 0.00 0.00 0.01 W4 -0.00 -0.08 -0.00 0.00 0.00 -0.01 W5 0.04 0.02 -0.04 0.00 0.00 0.03 W6 0.10 -0.05 -0.09 0.00 0.00 0.01 W7 -0.04 -0.02 0.04 0.00 0.00 -0.03 W8 -0.10 0.05 0.09 0.00 0.00 -0.01 W9 0.03 0.03 -0.03 0.00 0.00 -0.01 W 10 -0.03 0.10 0.03 0.00 0.00 0.02 W 11 -0.03 -0.03 0.03 0.00 0.00 0.01 W 12 0.03 -0.10 -0.03 0.00 0.00 -0.02 W 13 0.07 0.05 -0.07 0.00 0.00 0.02 W 14 -0.07 -0.05 0.07 0.00 0.00 -0.02 W 15 0.06 -0.08 -0.07 0.00 0.00 0.01 W 16 -0.06 0.08 0.07 0.00 0.00 -0.01 W 17 0.00 0.09 -0.01 0.00 0.00 0.04 W 18 -0.00 -0.09 0.01 0.00 0.00 -0.04 W 19 0.09 -0.02 -0.09 0.00 0.00 -0.00 W20 -0.09 0.02 0.09 0.00 0.00 0.00 W21 0.00 -0.00 -0.01 0.00 0.00 0.03 W22 -0.00 0.00 0.01 0.00 0.00 -0.03 W23 0.09 -0.11 -0.09 0.00 0.00 -0.01 W24 -0.09 0.11 0.09 0.00 0.00 0.01 El 0.08 -0.01 -0.08 0.00 0.00 0.03 E2 0.11 -0.04 -0.11 0.00 0.00 0.02 E3 0.02 0.07 -0.01 0.00 0.00 0.00 E4 -0.01 0.10 0.01 0.00 0.00 0.02 93 D 0.00 0.00 45.34 0.00 0.00 -0.00 Lp 0.00 0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 17.79 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.07 -0.02 -0.09 0.00 0.00 0.02 W2 -0.07 0.02 0.09 0.00 0.00 -0.02 W3 -0.00 0.08 0.00 0.00 0.00 0.01 W4 0.00 -0.08 -0.00 0.00 0.00 -0.01 W5 0.04 0.02 -0.06 0.00 0.00 0.02 W6 0.07 -0.05 -0.08 0.00 0.00 0.00 W7 -0.04 -0.02 0.06 0.00 0.00 -0.02 W8 -0.07 0.05 0.08 0.00 0.00 -0.00 fil RAM Frame vl l.l.l Frame Reactions Page 3/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNAwx, L Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W9 0.01 0.02 -0.01 0.00 0.00 -0.01 W 10 -0.02 0.09 0.01 0.00 0.00 0.02 W 11 -0.01 -0.02 0.01 0.00 0.00 0.01 W 12 0.02 -0.09 -0.01 0.00 0.00 -0.02 W 13 0.06 0.05 -0.07 0.00 0.00 0.02 W 14 -0.06 -0.05 0.07 0.00 0.00 -0.02 W 15 0.06 -0.07 -0.07 0.00 0.00 0.01 W 16 -0.06 0.07 0.07 0.00 0.00 -0.01 W 17 0.02 0.09 -0.03 0.00 0.00 0.03 W 18 -0.02 -0.09 0.03 0.00 0.00 -0.03 W 19 0.07 -0.02 -0.07 0.00 0.00 -0.00 W20 -0.07 0.02 0.07 0.00 0.00 0.00 W21 0.02 -0.00 -0.03 0.00 0.00 0.02 W22 -0.02 0.00 0.03 0.00 0.00 -0.02 W23 0.07 -0.10 -0.07 0.00 0.00 -0.01 W24 -0.07 0.10 0.07 0.00 0.00 0.01 El 0.07 -0.01 -0.09 0.00 0.00 0.03 E2 0.08 -0.04 -0.10 0.00 0.00 0.02 E3 0.01 0.06 -0.01 0.00 0.00 0.00 E4 -0.01 0.09 0.01 0.00 0.00 0.01 94 D 0.00 0.00 45.34 0.00 0.00 -0.00 Lp 0.00 0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 17.84 0.00 0.00 -0.00 Sn -0.00 -0.00 -0.00 0.00 0.00 -0.00 W 1 0.07 -0.02 -0.09 0.00 0.00 0.02 W2 -0.07 0.02 0.09 0.00 0.00 -0.02 W3 -0.00 0.08 -0.00 0.00 0.00 0.01 W4 0.00 -0.08 0.00 0.00 0.00 -0.01 W5 0.05 0.02 -0.07 0.00 0.00 0.02 W6 0.06 -0.05 -0.07 0.00 0.00 0.00 W7 -0.05 -0.02 0.07 0.00 0.00 -0.02 W8 -0.06 0.05 0.07 0.00 0.00 -0.00 W9 0.00 0.02 0.00 0.00 0.00 -0.01 W 10 -0.01 0.09 -0.00 0.00 0.00 0.02 W 11 -0.00 -0.02 -0.00 0.00 0.00 0.01 W 12 0.01 -0.09 0.00 0.00 0.00 -0.02 W 13 0.05 0.05 -0.07 0.00 0.00 0.02 W 14 -0.05 -0.05 0.07 0.00 0.00 -0.02 W 15 0.05 -0.07 -0.07 0.00 0.00 0.01 W 16 -0.05 0.07 0.07 0.00 0.00 -0.01 W 17 0.03 0.09 -0.05 0.00 0.00 0.03 W 18 -0.03 -0.09 0.05 0.00 0.00 -0.03 W 19 0.04 -0.02 -0.05 0.00 0.00 -0.00 W20 -0.04 0.02 0.05 0.00 0.00 0.00 ,r Fil RAM Frame v11.1.1 Frame Reactions Page 4/36 RAM DataBase: V06.148 06/25/07 15:54:14 N12NATO L Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W21 0.04 -0.00 -0.05 0.00 0.00 0.02 W22 -0.04 0.00 0.05 0.00 0.00 -0.02 W23 0.05 -0.10 -0.05 0.00 0.00 -0.01 W24 -0.05 0.10 0.05 0.00 0.00 0.01 El 0.07 -0.01 -0.10 0.00 0.00 0.03 E2 0.07 -0.04 -0.10 0.00 0.00 0.02 E3 -0.00 0.06 -0.00 0.00 0.00 0.00 E4 -0.00 0.09 -0.00 0.00 0.00 0.01 95 D 0.00 0.00 36.51 0.00 0.00 -0.00 Lp 0.00 0.00 12.59 0.00 0.00 -0.00 Sp 0.00 0.00 22.69 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.07 -0.02 -11.32 0.00 0.00 0.02 W2 -0.07 0.02 11.32 0.00 0.00 -0.02 W3 -0.00 0.08 -1.70 0.00 0.00 0.01 W4 0.00 -0.08 1.70 0.00 0.00 -0.01 W5 0.06 0.02 -10.87 0.00 0.00 0.02 W6 0.04 -0.05 -6.12 0.00 0.00 0.00 W7 -0.06 -0.02 10.87 0.00 0.00 -0.02 W 8 -0.04 0.05 6.12 0.00 0.00 -0.00 W9 -0.01 0.02 1.18 0.00 0.00 -0.01 W 10 0.00 0.09 -3.74 0.00 0.00 0.02 W 11 0.01 -0.02 -1.18 0.00 0.00 0.01 W 12 -0.00 -0.09 3.74 0.00 0.00 -0.02 W 13 0.05 0.05 -9.77 0.00 0.00 0.02 W 14 -0.05 -0.05 9.77 0.00 0.00 -0.02 W 15 0.05 -0.07 -7.21 0.00 0.00 0.01 W 16 -0.05 0.07 7.21 0.00 0.00 -0.01 W17 0.05 0.09 -10.95 0.00 0.00 0.03 W 18 -0.05 -0.09 10.95 0.00 0.00 -0.03 W 19 0.02 -0.02 -3.70 0.00 0.00 -0.00 W20 -0.02 0.02 3.70 0.00 0.00 0.00 W21 0.05 -0.00 -9.04 0.00 0.00 0.02 W22 -0.05 0.00 9.04 0.00 0.00 -0.02 W23 0.03 -0.10 -1.78 0.00 0.00 -0.01 W24 -0.03 0.10 1.78 0.00 0.00 0.01 El 0.07 -0.01 -13.73 0.00 0.00 0.03 E2 0.06 -0.04 -11.39 0.00 0.00 0.02 E3 -0.01 0.06 -0.67 0.00 0.00 0.00 E4 -0.00 0.09 -3.07 0.00 0.00 0.01 96 D 0.00 0.00 40.83 0.00 0.00 -0.00 Lp 0.00 0.00 14.94 0.00 0.00 -0.00 Sp 0.00 0.00 19.62 0.00 0.00 -0.00 RAM Frame vl 1.1.1 Frame Reactions Page 5/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATIONAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.06 -0.02 -0.10 0.00 0.00 0.02 W2 -0.06 0.02 0.10 0.00 0.00 -0.02 W3 -0.01 0.08 -0.00 0.00 0.00 0.01 W4 0.01 -0.08 0.00 0.00 0.00 -0.01 W5 0.07 0.02 -0.10 0.00 0.00 0.02 W6 0.03 -0.05 -0.04 0.00 0.00 0.00 W7 -0.07 -0.02 0.10 0.00 0.00 -0.02 W8 -0.03 0.05 0.04 0.00 0.00 -0.00 W9 -0.02 0.02 0.03 0.00 0.00 -0.01 W 10 0.02 0.09 -0.03 0.00 0.00 0.02 W 11 0.02 -0.02 -0.03 0.00 0.00 0.01 W 12 -0.02 -0.09 0.03 0.00 0.00 -0.02 W 13 0.04 0.05 -0.07 0.00 0.00 0.02 W 14 -0.04 -0.05 0.07 0.00 0.00 -0.02 W 15 0.05 -0.07 -0.07 0.00 0.00 0.01 W 16 -0.05 0.07 0.07 0.00 0.00 -0.01 W 17 0.06 0.09 -0.10 0.00 0.00 0.03 W 18 -0.06 -0.09 0.10 0.00 0.00 -0.03 W 19 0.00 -0.02 -0.01 0.00 0.00 -0.00 W20 -0.00 0.02 0.01 0.00 0.00 0.00 W21 0.07 -0.00 -0.10 0.00 0.00 0.02 W22 -0.07 0.00 0.10 0.00 0.00 -0.02 W23 0.01 -0.10 -0.01 0.00 0.00 -0.01 W24 -0.01 0.10 0.01 0.00 0.00 0.01 El 0.07 -0.01 -0.11 0.00 0.00 0.03 E2 0.05 -0.04 -0.08 0.00 0.00 0.02 E3 -0.02 0.06 0.01 0.00 0.00 0.00 E4 0.00 0.09 -0.01 0.00 0.00 0.01 97 D 0.00 0.00 46.91 0.00 0.00 -0.00 Lp 0.00 0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 21.64 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.08 -0.01 -0.01 0.00 0.00 0.02 W2 -0.08 0.01 0.01 0.00 0.00 -0.02 W3 0.00 0.07 -0.09 0.00 0.00 0.01 W4 -0.00 -0.07 0.09 0.00 0.00 -0.01 W5 0.02 0.01 -0.03 0.00 0.00 0.02 W6 0.09 -0.03 0.02 0.00 0.00 0.00 W7 -0.02 -0.01 0.03 0.00 0.00 -0.02 W8 -0.09 0.03 -0.02 0.00 0.00 -0.00 W9 0.04 0.03 -0.04 0.00 0.00 -0.01 W 10 -0.03 0.07 -0.10 0.00 0.00 0.02 W 11 -0.04 -0.03 0.04 0.00 0.00 0.01 r"M Frame Reactions i\1 RAM Frame vI 1.1.1 Page 6/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNAm4 Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W 12 0.03 -0.07 0.10 0.00 0.00 -0.02 W 13 0.06 0.05 -0.07 0.00 0.00 0.02 W 14 -0.06 -0.05 0.07 0.00 0.00 -0.02 W 15 0.06 -0.06 0.06 0.00 0.00 0.01 W 16 -0.06 0.06 -0.06 0.00 0.00 -0.01 W 17 -0.01 0.07 -0.10 0.00 0.00 0.03 W 18 0.01 -0.07 0.10 0.00 0.00 -0.03 W 19 0.10 0.00 -0.01 0.00 0.00 -0.00 W20 -0.10 -0.00 0.01 0.00 0.00 0.00 W21 -0.01 -0.02 0.01 0.00 0.00 0.02 W22 0.01 0.02 -0.01 0.00 0.00 -0.02 W23 0.10 -0.08 0.09 0.00 0.00 -0.01 W24 -0.10 0.08 -0.09 0.00 0.00 0.01 El 0.07 -0.01 -0.02 0.00 0.00 0.03 E2 0.10 -0.02 0.01 0.00 0.00 0.02 E3 0.02 0.06 -0.08 0.00 0.00 0.00 E4 -0.01 0.08 -0.11 0.00 0.00 0.01 103 D 0.00 0.00 46.91 0.00 0.00 -0.00 LP 0.00 0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 21.64 0.00 0.00 -0.00 Sn -0.00 -0.00 -0.00 0.00 0.00 -0.00 W 1 0.05 -0.01 0.00 0.00 0.00 0.02 W2 -0.05 0.01 -0.00 0.00 0.00 -0.02 W3 -0.01 0.07 0.09 0.00 0.00 0.01 W4 0.01 -0.07 -0.09 0.00 0.00 -0.01 W5 0.07 0.01 0.03 0.00 0.00 0.02 W6 0.01 -0.03 -0.02 0.00 0.00 0.00 W7 -0.07 -0.01 -0.03 0.00 0.00 -0.02 W8 -0.01 0.03 0.02 0.00 0.00 -0.00 W9 -0.03 0.03 0.04 0.00 0.00 -0.01 W 10 0.02 0.07 0.10 0.00 0.00 0.02 W 11 0.03 -0.03 -0.04 0.00 0.00 0.01 W 12 -0.02 -0.07 -0.10 0.00 0.00 -0.02 W 13 0.03 0.05 0.07 0.00 0.00 0.02 W 14 -0.03 -0.05 -0.07 0.00 0.00 -0.02 W 15 0.04 -0.06 -0.06 0.00 0.00 0.01 W 16 -0.04 0.06 0.06 0.00 0.00 -0.01 W 17 0.07 0.07 0.10 0.00 0.00 0.03 W 18 -0.07 -0.07 -0.10 0.00 0.00 -0.03 W 19 -0.02 0.00 0.01 0.00 0.00 -0.00 W20 0.02 -0.00 -0.01 0.00 0.00 0.00 W21 0.08 -0.02 -0.01 0.00 0.00 0.02 W22 -0.08 0.02 0.01 0.00 0.00 -0.02 W23 -0.01 -0.08 -0.09 0.00 0.00 -0.01 Frame Reactions RAM Frame v 11.1.1 Page 7/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATIC�JAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W24 0.01 0.08 0.09 0.00 0.00 0.01 El 0.06 -0.01 0.02 0.00 0.00 0.03 E2 0.03 -0.02 -0.01 0.00 0.00 0.02 E3 -0.02 0.06 0.08 0.00 0.00 0.00 E4 0.00 0.08 0.11 0.00 0.00 0.01 104 D 0.00 0.00 41.48 0.00 0.00 -0.00 Lp 0.00 0.00 12.61 0.00 0.00 -0.00 Sp 0.00 0.00 19.52 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.08 -0.01 -0.00 0.00 0.00 0.02 W2 -0.08 0.01 0.00 0.00 0.00 -0.02 W3 0.00 0.07 -0.09 0.00 0.00 0.01 W4 -0.00 -0.07 0.09 0.00 0.00 -0.01 W5 0.02 0.00 -0.02 0.00 0.00 0.02 W6 0.09 -0.01 0.01 0.00 0.00 0.00 W7 -0.02 -0.00 0.02 0.00 0.00 -0.02 W8 -0.09 0.01 -0.01 0.00 0.00 -0.00 W9 0.04 0.05 -0.05 0.00 0.00 -0.01 W 10 -0.03 0.06 -0.08 0.00 0.00 0.02 W 11 -0.04 -0.05 0.05 0.00 0.00 0.01 W 12 0.03 -0.06 0.08 0.00 0.00 -0.02 W 13 0.06 0.05 -0.07 0.00 0.00 0.02 W 14 -0.06 -0.05 0.07 0.00 0.00 -0.02 W 15 0.06 -0.06 0.07 0.00 0.00 0.01 W 16 -0.06 0.06 -0.07 0.00 0.00 -0.01 W 17 -0.01 0.05 -0.07 0.00 0.00 0.03 W 18 0.01 -0.05 0.07 0.00 0.00 -0.03 W 19 0.10 0.02 -0.03 0.00 0.00 -0.00 W20 -0.10 -0.02 0.03 0.00 0.00 0.00 W21 -0.01 -0.03 0.03 0.00 0.00 0.02 W22 0.01 0.03 -0.03 0.00 0.00 -0.02 W23 0.10 -0.06 0.07 0.00 0.00 -0.01 W24 -0.10 0.06 -0.07 0.00 0.00 0.01 El 0.07 -0.00 -0.01 0.00 0.00 0.03 E2 0.10 -0.01 0.00 0.00 0.00 0.02 E3 0.02 0.07 -0.09 0.00 0.00 0.00 E4 -0.01 0.08 -0.10 0.00 0.00 0.01 110 D 0.00 0.00 46.91 0.00 0.00 -0.00 Lp 0.00 0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 21.63 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.05 -0.01 0.00 0.00 0.00 0.02 W2 -0.05 0.01 -0.00 0.00 0.00 -0.02 RAM Frame vl 1.1.1 Frame Reactions Page 8/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATMAi Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W3 -0.01 0.07 0.09 0.00 0.00 0.01 W4 0.01 -0.07 -0.09 0.00 0.00 -0.01 W5 0.07 0.00 0.02 0.00 0.00 0.02 W6 0.01 -0.01 -0.01 0.00 0.00 0.00 W7 -0.07 -0.00 -0.02 0.00 0.00 -0.02 W8 -0.01 0.01 0.01 0.00 0.00 -0.00 W9 -0.03 0.05 0.05 0.00 0.00 -0.01 W 10 0.02 0.06 0.08 0.00 0.00 0.02 W 11 0.03 -0.05 -0.05 0.00 0.00 0.01 W 12 -0.02 -0.06 -0.08 0.00 0.00 -0.02 W 13 0.03 0.05 0.07 0.00 0.00 0.02 W 14 -0.03 -0.05 -0.07 0.00 0.00 -0.02 W 15 0.04 -0.06 -0.07 0.00 0.00 0.01 W 16 -0.04 0.06 0.07 0.00 0.00 -0.01 W 17 0.07 0.05 0.07 0.00 0.00 0.03 W 18 -0.07 -0.05 -0.07 0.00 0.00 -0.03 W 19 -0.02 0.02 0.03 0.00 0.00 -0.00 W20 0.02 -0.02 -0.03 0.00 0.00 0.00 W21 0.08 -0.03 -0.03 0.00 0.00 0.02 W22 -0.08 0.03 0.03 0.00 0.00 -0.02 W23 -0.01 -0.06 -0.07 0.00 0.00 -0.01 W24 0.01 0.06 0.07 0.00 0.00 0.01 El 0.06 -0.00 0.01 0.00 0.00 0.03 E2 0.03 -0.01 -0.00 0.00 0.00 0.02 E3 -0.02 0.07 0.09 0.00 0.00 0.00 E4 0.00 0.08 0.10 0.00 0.00 0.01 116 D 0.00 0.00 46.91 0.00 0.00 -0.00 Lp 0.00 0.00 13.74 0.00 0.00 -0.00 Sp 0.00 0.00 21.64 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 0.05 -0.00 0.00 0.00 0.00 0.02 W2 -0.05 0.00 -0.00 0.00 0.00 -0.02 W3 -0.01 0.08 0.09 0.00 0.00 0.01 W4 0.01 -0.08 -0.09 0.00 0.00 -0.01 W5 0.07 -0.00 0.00 0.00 0.00 0.02 W6 0.01 -0.00 0.00 0.00 0.00 0.00 W7 -0.07 0.00 -0.00 0.00 0.00 -0.02 W8 -0.01 0.00 -0.00 0.00 0.00 -0.00 W9 -0.03 0.06 0.07 0.00 0.00 -0.01 W 10 0.02 0.06 0.07 0.00 0.00 0.02 W 11 0.03 -0.06 -0.07 0.00 0.00 0.01 W 12 -0.02 -0.06 -0.07 0.00 0.00 -0.02 W 13 0.03 0.05 0.07 0.00 0.00 0.02 W 14 -0.03 -0.05 -0.07 0.00 0.00 -0.02 RAM Frame vl 1.1.1 Frame Reactions Page g 9/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNAT:� Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W 15 0.04 -0.06 -0.07 0.00 0.00 0.01 W 16 -0.04 0.06 0.07 0.00 0.00 -0.01 W 17 0.07 0.04 0.05 0.00 0.00 0.03 W 18 -0.07 -0.04 -0.05 0.00 0.00 -0.03 W 19 -0.02 0.04 0.05 0.00 0.00 -0.00 W20 0.02 -0.04 -0.05 0.00 0.00 0.00 W21 0.08 -0.05 -0.05 0.00 0.00 0.02 W22 -0.08 0.05 0.05 0.00 0.00 -0.02 W23 -0.01 -0.04 -0.05 0.00 0.00 -0.01 W24 0.01 0.04 0.05 0.00 0.00 0.01 El 0.06 -0.00 0.00 0.00 0.00 0.03 E2 0.03 -0.00 0.00 0.00 0.00 0.02 E3 -0.02 0.08 0.09 0.00 0.00 0.00 E4 0.00 0.08 0.09 0.00 0.00 0.01 117 D 0.00 0.00 36.51 0.00 0.00 -0.00 Lp 0.00 -0.00 22.21 0.00 0.00 -0.00 Sp 0.00 0.00 19.53 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 0.08 0.00 0.00 0.00 0.00 0.02 W2 -0.08 -0.00 -0.00 0.00 0.00 -0.02 W3 0.00 0.08 -0.09 0.00 0.00 0.01 W4 -0.00 -0.08 0.09 0.00 0.00 -0.01 W5 0.02 -0.01 0.01 0.00 0.00 0.02 W6 0.09 0.01 -0.01 0.00 0.00 0.00 W7 -0.02 0.01 -0.01 0.00 0.00 -0.02 W8 -0.09 -0.01 0.01 0.00 0.00 -0.00 W9 0.04 0.07 -0.08 0.00 0.00 -0.01 W 10 -0.03 0.05 -0.05 0.00 0.00 0.02 W i 1 -0.04 -0.07 0.08 0.00 0.00 0.01 W 12 0.03 -0.05 0.05 0.00 0.00 -0.02 W 13 0.06 0.06 -0.07 0.00 0.00 0.02 W 14 -0.06 -0.06 0.07 0.00 0.00 -0.02 W 15 0.06 -0.06 0.07 0.00 0.00 0.01 W 16 -0.06 0.06 -0.07 0.00 0.00 -0.01 W 17 -0.01 0.03 -0.03 0.00 0.00 0.03 W 18 0.01 -0.03 0.03 0.00 0.00 -0.03 W 19 0.10 0.06 -0.07 0.00 0.00 -0.00 W20 -0.10 -0.06 0.07 0.00 0.00 0.00 W21 -0.01 -0.06 0.07 0.00 0.00 0.02 W22 0.01 0.06 -0.07 0.00 0.00 -0.02 W23 0.10 -0.02 0.03 0.00 0.00 -0.01 W24 -0.10 0.02 -0.03 0.00 0.00 0.01 El 0.07 -0.00 0.01 0.00 0.00 0.03 E2 0.10 0.01 -0.01 0.00 0.00 0.02 �Jjj RAM Frame vl 1.1.1 Frame Reactions Page 10/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTUNATENk Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz E3 0.02 0.08 -0.10 0.00 0.00 0.00 E4 -0.01 0.07 -0.09 0.00 0.00 0.01 123 D 0.00 0.00 46.90 0.00 0.00 -0.00 Lp 0.00 -0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 21.63 0.00 0.00 -0.00 Sn -0.00 0.00 0.00 0.00 0.00 -0.00 W 1 0.05 0.00 -0.00 0.00 0.00 0.02 W2 -0.05 -0.00 0.00 0.00 0.00 -0.02 W3 -0.01 0.08 0.09 0.00 0.00 0.01 W4 0.01 -0.08 -0.09 0.00 0.00 -0.01 W5 0.07 -0.01 -0.01 0.00 0.00 0.02 W6 0.01 0.01 0.01 0.00 0.00 0.00 W7 -0.07 0.01 0.01 0.00 0.00 -0.02 W8 -0.01 -0.01 -0.01 0.00 0.00 -0.00 W9 -0.03 0.07 0.08 0.00 0.00 -0.01 W 10 0.02 0.05 0.05 0.00 0.00 0.02 W 11 0.03 -0.07 -0.08 0.00 0.00 0.01 W 12 -0.02 -0.05 -0.05 0.00 0.00 -0.02 W 13 0.03 0.06 0.07 0.00 0.00 0.02 W 14 -0.03 -0.06 -0.07 0.00 0.00 -0.02 W 15 0.04 -0.06 -0.07 0.00 0.00 0.01 W 16 -0.04 0.06 0.07 0.00 0.00 -0.01 W 17 0.07 0.03 0.03 0.00 0.00 0.03 W 18 -0.07 -0.03 -0.03 0.00 0.00 -0.03 W 19 -0.02 0.06 0.07 0.00 0.00 -0.00 W20 0.02 -0.06 -0.07 0.00 0.00 0.00 W21 0.08 -0.06 -0.07 0.00 0.00 0.02 W22 -0.08 0.06 0.07 0.00 0.00 -0.02 W23 -0.01 -0.02 -0.03 0.00 0.00 -0.01 W24 0.01 0.02 0.03 0.00 0.00 0.01 El 0.06 -0.00 -0.01 0.00 0.00 0.03 E2 0.03 0.01 0.01 0.00 0.00 0.02 E3 -0.02 0.08 0.10 0.00 0.00 0.00 E4 0.00 0.07 0.09 0.00 0.00 0.01 124 D 0.00 0.00 46.91 0.00 0.00 -0.00 Lp 0.00 -0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 21.64 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 0.08 0.01 0.00 0.00 0.00 0.02 W2 -0.08 -0.01 -0.00 0.00 0.00 -0.02 W3 0.00 0.08 -0.09 0.00 0.00 0.01 W4 -0.00 -0.08 0.09 0.00 0.00 -0.01 W5 0.02 -0.02 0.03 0.00 0.00 0.02 Frame Reactions RAM Frame v11.L1 Page 11/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATIONAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W6 0.09 0.03 -0.02 0.00 0.00 0.00 W7 -0.02 0.02 -0.03 0.00 0.00 -0.02 W8 -0.09 -0.03 0.02 0.00 0.00 -0.00 W9 0.04 0.08 -0.09 0.00 0.00 -0.01 W 10 -0.03 0.04 -0.04 0.00 0.00 0.02 W 11 -0.04 -0.08 0.09 0.00 0.00 0.01 W 12 0.03 -0.04 0.04 0.00 0.00 -0.02 W 13 0.06 0.06 -0.06 0.00 0.00 0.02 W 14 -0.06 -0.06 0.06 0.00 0.00 -0.02 W 15 0.06 -0.05 0.07 0.00 0.00 0.01 W 16 -0.06 0.05 -0.07 0.00 0.00 -0.01 W 17 -0.01 0.01 -0.01 0.00 0.00 0.03 W 18 0.01 -0.01 0.01 0.00 0.00 -0.03 W 19 0.10 0.08 -0.09 0.00 0.00 -0.00 W20 -0.10 -0.08 0.09 0.00 0.00 0.00 W21 -0.01 -0.07 0.09 0.00 0.00 0.02 W22 0.01 0.07 -0.09 0.00 0.00 -0.02 W23 0.10 -0.01 0.01 0.00 0.00 -0.01 W24 -0.10 0.01 -0.01 0.00 0.00 0.01 El 0.07 -0.00 0.01 0.00 0.00 0.03 E2 0.10 0.02 -0.01 0.00 0.00 0.02 E3 0.02 0.09 -0.10 0.00 0.00 0.00 E4 -0.01 0.07 -0.08 0.00 0.00 0.01 130 D 0.00 0.00 46.91 0.00 0.00 -0.00 Lp 0.00 -0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 21.64 0.00 0.00 -0.00 Sn -0.00 0.00 0.00 0.00 0.00 -0.00 W 1 0.05 0.01 -0.00 0.00 0.00 0.02 W2 -0.05 -0.01 0.00 0.00 0.00 -0.02 W3 -0.01 0.08 0.09 0.00 0.00 0.01 W4 0.01 -0.08 -0.09 0.00 0.00 -0.01 W5 0.07 -0.02 -0.03 0.00 0.00 0.02 W6 0.01 0.03 0.02 0.00 0.00 0.00 W7 -0.07 0.02 0.03 0.00 0.00 -0.02 W8 -0.01 -0.03 -0.02 0.00 0.00 -0.00 W9 -0.03 0.08 0.09 0.00 0.00 -0.01 W 10 0.02 0.04 0.04 0.00 0.00 0.02 W i l 0.03 -0.08 -0.09 0.00 0.00 0.01 W 12 -0.02 -0.04 -0.04 0.00 0.00 -0.02 W 13 0.03 0.06 0.06 0.00 0.00 0.02 W 14 -0.03 -0.06 -0.06 0.00 0.00 -0.02 W 15 0.04 -0.05 -0.07 0.00 0.00 0.01 W 16 -0.04 0.05 0.07 0.00 0.00 -0.01 W 17 0.07 0.01 0.01 0.00 0.00 0.03 F-M Frame Reactions RAM Frame v 11.1.1 Page 12/3 6 RAM DataBase: V06.148 06/25/07 15:54:14 INTERwmT ,AL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W 18 -0.07 -0.01 -0.01 0.00 0.00 -0.03 W 19 -0.02 0.08 0.09 0.00 0.00 -0.00 W20 0.02 -0.08 -0.09 0.00 0.00 0.00 W21 0.08 -0.07 -0.09 0.00 0.00 0.02 W22 -0.08 0.07 0.09 0.00 0.00 -0.02 W23 -0.01 -0.01 -0.01 0.00 0.00 -0.01 W24 0.01 0.01 0.01 0.00 0.00 0.01 El 0.06 -0.00 -0.01 0.00 0.00 0.03 E2 0.03 0.02 0.01 0.00 0.00 0.02 E3 -0.02 0.09 0.10 0.00 0.00 0.00 E4 0.00 0.07 0.08 0.00 0.00 0.01 131 D 0.00 -0.00 45.35 0.00 0.00 -0.00 Lp 0.00 -0.00 13.75 0.00 0.00 -0.00 Sp 0.00 0.00 17.79 0.00 0.00 -0.00 Sn -0.00 0.00 0.00 0.00 0.00 -0.00 W 1 0.08 0.01 0.09 0.00 0.00 0.02 W2 -0.08 -0.01 -0.09 0.00 0.00 -0.02 W3 0.00 0.09 -0.00 0.00 0.00 0.01 W4 -0.00 -0.09 0.00 0.00 0.00 -0.01 W5 0.03 -0.03 0.04 0.00 0.00 0.02 W6 0.09 0.05 0.09 0.00 0.00 0.00 W7 -0.03 0.03 -0.04 0.00 0.00 -0.02 W8 -0.09 -0.05 -0.09 0.00 0.00 -0.00 W9 0.03 0.10 0.03 0.00 0.00 -0.01 W 10 -0.03 0.03 -0.03 0.00 0.00 0.02 W 11 -0.03 -0.10 -0.03 0.00 0.00 0.01 W 12 0.03 -0.03 0.03 0.00 0.00 -0.02 W 13 0.06 0.07 0.07 0.00 0.00 0.02 W 14 -0.06 -0.07 -0.07 0.00 0.00 -0.02 W 15 0.06 -0.06 0.07 0.00 0.00 0.01 W 16 -0.06 0.06 -0.07 0.00 0.00 -0.01 W 17 0.00 -0.00 0.01 0.00 0.00 0.03 wig -0.00 0.00 -0.01 0.00 0.00 -0.03 W 19 0.09 0.11 0.09 0.00 0.00 -0.00 W20 -0.09 -0.11 -0.09 0.00 0.00 0.00 W21 0.00 -0.10 0.01 0.00 0.00 0.02 W22 -0.00 0.10 -0.01 0.00 0.00 -0.02 W23 0.09 0.01 0.09 0.00 0.00 -0.01 W24 -0.09 -0.01 -0.09 0.00 0.00 0.01 El 0.07 0.00 0.08 0.00 0.00 0.03 E2 0.10 0.03 0.11 0.00 0.00 0.02 E3 0.01 0.11 0.01 0.00 0.00 0.00 E4 -0.01 0.07 -0.01 0.00 0.00 0.01 Frame Reactions 1 RAM Frame v11.1.l Page 13/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATIC),,JA1 Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz 132 D 0.00 -0.00 45.37 0.00 0.00 -0.00 Lp 0.00 -0.00 13.74 0.00 0.00 -0.00 Sp 0.00 0.00 17.94 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 0.07 0.01 0.09 0.00 0.00 0.02 W2 -0.07 -0.01 -0.09 0.00 0.00 -0.02 W3 -0.00 0.09 0.00 0.00 0.00 0.01 W4 0.00 -0.09 -0.00 0.00 0.00 -0.01 W5 0.04 -0.03 0.06 0.00 0.00 0.02 W6 0.07 0.05 0.08 0.00 0.00 0.00 W7 -0.04 0.03 -0.06 0.00 0.00 -0.02 W8 -0.07 -0.05 -0.08 0.00 0.00 -0.00 W9 0.01 0.10 0.01 0.00 0.00 -0.01 W 10 -0.02 0.03 -0.01 0.00 0.00 0.02 W 11 -0.01 -0.10 -0.01 0.00 0.00 0.01 W 12 0.02 -0.03 0.01 0.00 0.00 -0.02 W 13 0.06 0.07 0.07 0.00 0.00 0.02 W 14 -0.06 -0.07 -0.07 0.00 0.00 -0.02 W 15 0.06 -0.06 0.07 0.00 0.00 0.01 W 16 -0.06 0.06 -0.07 0.00 0.00 -0.01 W 17 0.02 -0.00 0.03 0.00 0.00 0.03 W 18 -0.02 0.00 -0.03 0.00 0.00 -0.03 W 19 0.07 0.11 0.07 0.00 0.00 -0.00 W20 -0.07 -0.11 -0.07 0.00 0.00 0.00 W21 0.02 -0.10 0.03 0.00 0.00 0.02 W22 -0.02 0.10 -0.03 0.00 0.00 -0.02 W23 0.07 0.01 0.07 0.00 0.00 -0.01 W24 -0.07 -0.01 -0.07 0.00 0.00 0.01 El 0.07 0.00 0.09 0.00 0.00 0.03 E2 0.08 0.03 0.10 0.00 0.00 0.02 E3 0.01 0.11 0.01 0.00 0.00 0.00 E4 -0.01 0.07 -0.01 0.00 0.00 0.01 133 D 0.00 -0.00 47.75 0.00 0.00 -0.00 Lp 0.00 -0.00 13.63 0.00 0.00 -0.00 Sp 0.00 0.00 28.07 0.00 0.00 -0.00 Sn -0.00 0.00 -0.14 0.00 0.00 -0.00 W 1 0.06 0.01 0.09 0.00 0.00 0.02 W2 -0.06 -0.01 -0.09 0.00 0.00 -0.02 W3 -0.00 0.08 0.00 0.00 0.00 0.01 W4 0.00 -0.08 -0.00 0.00 0.00 -0.01 W5 0.04 -0.03 0.07 0.00 0.00 0.02 W6 0.05 0.04 0.07 0.00 0.00 0.00 W7 -0.04 0.03 -0.07 0.00 0.00 -0.02 W8 -0.05 -0.04 -0.07 0.00 0.00 -0.00 Fil RAM Frame vl l.l.l Frame Reactions Page 14/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATKJNAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W9 0.00 0.09 -0.00 0.00 0.00 -0.01 W 10 -0.01 0.03 0.00 0.00 0.00 0.02 W 11 -0.00 -0.09 0.00 0.00 0.00 0.01 W 12 0.01 -0.03 -0.00 0.00 0.00 -0.02 W 13 0.05 0.07 0.07 0.00 0.00 0.02 W 14 -0.05 -0.07 -0.07 0.00 0.00 -0.02 W 15 0.05 -0.05 0.07 0.00 0.00 0.01 W 16 -0.05 0.05 -0.07 0.00 0.00 -0.01 W 17 0.03 -0.00 0.05 0.00 0.00 0.03 wig -0.03 0.00 -0.05 0.00 0.00 -0.03 W 19 0.04 0.10 0.05 0.00 0.00 -0.00 W20 -0.04 -0.10 -0.05 0.00 0.00 0.00 W21 0.03 -0.09 0.05 0.00 0.00 0.02 W22 -0.03 0.09 -0.05 0.00 0.00 -0.02 W23 0.04 0.01 0.05 0.00 0.00 -0.01 W24 -0.04 -0.01 -0.05 0.00 0.00 0.01 El 0.06 0.00 0.10 0.00 0.00 0.03 E2 0.07 0.03 0.10 0.00 0.00 0.02 E3 -0.00 0.10 0.00 0.00 0.00 0.00 E4 -0.00 0.07 0.00 0.00 0.00 0.01 134 D 0.00 -0.00 47.75 0.00 0.00 -0.00 Lp 0.00 -0.00 13.63 0.00 0.00 -0.00 Sp 0.00 0.00 28.06 0.00 0.00 -0.00 Sn -0.00 0.00 -0.14 0.00 0.00 -0.00 W 1 0.06 0.01 0.09 0.00 0.00 0.02 W2 -0.06 -0.01 -0.09 0.00 0.00 -0.02 W3 -0.00 0.08 0.00 0.00 0.00 0.01 W4 0.00 -0.08 -0.00 0.00 0.00 -0.01 W5 0.05 -0.03 0.09 0.00 0.00 0.02 W 6 0.04 0.04 0.06 0.00 0.00 0.00 W7 -0.05 0.03 -0.09 0.00 0.00 -0.02 W8 -0.04 -0.04 -0.06 0.00 0.00 -0.00 W9 -0.01 0.09 -0.01 0.00 0.00 -0.01 W 10 0.00 0.03 0.02 0.00 0.00 0.02 W 11 0.01 -0.09 0.01 0.00 0.00 0.01 W 12 -0.00 -0.03 -0.02 0.00 0.00 -0.02 W 13 0.04 0.07 0.07 0.00 0.00 0.02 W 14 -0.04 -0.07 -0.07 0.00 0.00 -0.02 W 15 0.05 -0.05 0.07 0.00 0.00 0.01 W 16 -0.05 0.05 -0.07 0.00 0.00 -0.01 W 17 0.04 -0.00 0.08 0.00 0.00 0.03 W 18 -0.04 0.00 -0.09 0.00 0.00 -0.03 W 19 0.02 0.10 0.03 0.00 0.00 -0.00 W20 -0.02 -0.10 -0.03 0.00 0.00 0.00 RAM Frame vl 1.1.1 Frame Reactions Page e 15/36 DataBase: V06.148 06/25/07 15:54:14 LIW.TEIIATM] Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W21 0.05 -0.09 0.07 0.00 0.00 0.02 W22 -0.05 0.09 -0.07 0.00 0.00 -0.02 W23 0.03 0.01 0.03 0.00 0.00 -0.01 W24 -0.03 -0.01 -0.03 0.00 0.00 0.01 El 0.06 0.00 0.10 0.00 0.00 0.03 E2 0.06 0.03 0.09 0.00 0.00 0.02 E3 -0.01 0.10 -0.01 0.00 0.00 0.00 E4 -0.00 0.07 0.01 0.00 0.00 0.01 135 D 0.00 -0.00 45.38 0.00 0.00 -0.00 Lp 0.00 -0.00 13.74 0.00 0.00 -0.00 Sp 0.00 0.00 17.94 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 0.07 0.01 0.10 0.00 0.00 0.02 W2 -0.07 -0.01 -0.10 0.00 0.00 -0.02 W3 -0.01 0.10 0.00 0.00 0.00 0.01 W4 0.01 -0.10 -0.00 0.00 0.00 -0.01 W5 0.07 -0.03 0.10 0.00 0.00 0.03 W6 0.03 0.05 0.04 0.00 0.00 0.01 W7 -0.07 0.03 -0.10 0.00 0.00 -0.03 W8 -0.03 -0.05 -0.04 0.00 0.00 -0.01 W9 -0.03 0.11 -0.03 0.00 0.00 -0.01 W 10 0.02 0.03 0.03 0.00 0.00 0.02 W 11 0.03 -0.11 0.03 0.00 0.00 0.01 W 12 -0.02 -0.03 -0.03 0.00 0.00 -0.02 W 13 0.05 0.08 0.07 0.00 0.00 0.02 W 14 -0.05 -0.08 -0.07 0.00 0.00 -0.02 W 15 0.06 -0.06 0.07 0.00 0.00 0.01 W 16 -0.06 0.06 -0.07 0.00 0.00 -0.01 W 17 0.07 -0.00 0.10 0.00 0.00 0.04 W 18 -0.07 0.00 -0.10 0.00 0.00 -0.04 W 19 0.00 0.12 0.01 0.00 0.00 -0.00 W20 -0.00 -0.12 -0.01 0.00 0.00 0.00 W21 0.07 -0.11 0.10 0.00 0.00 0.03 W22 -0.07 0.11 -0.10 0.00 0.00 -0.03 W23 0.01 0.01 0.01 0.00 0.00 -0.01 W24 -0.01 -0.01 -0.01 0.00 0.00 0.01 El 0.07 0.00 0.11 0.00 0.00 0.03 E2 0.05 0.04 0.08 0.00 0.00 0.02 E3 -0.02 0.12 -0.01 0.00 0.00 0.00 E4 0.00 0.08 0.02 0.00 0.00 0.02 Frame #1: RAM Frame v 11.1.1 Frame Reactions Page 16/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNA2K 14 Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 98 D 0.03 0.01 88.18 0.00 0.00 -0.00 LP -0.00 -0.00 22.48 0.00 0.00 -0.00 Sp 0.08 0.02 50.76 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.31 -0.01 -0.21 0.00 0.00 0.05 W2 -0.31 0.01 0.21 0.00 0.00 -0.05 W3 0.00 0.31 -0.20 0.00 0.00 0.02 W4 -0.00 -0.31 0.20 0.00 0.00 -0.02 W5 0.13 0.08 -0.16 0.00 0.00 0.06 W6 0.33 -0.10 -0.15 0.00 0.00 0.01 W7 -0.13 -0.08 0.16 0.00 0.00 -0.06 W 8 -0.3 3 0.10 0.15 0.00 0.00 -0.01 W9 0.10 0.14 -0.15 0.00 0.00 -0.01 W 10 -0.10 0.32 -0.15 0.00 0.00 0.04 W 11 -0.10 -0.14 0.15 0.00 0.00 0.01 W 12 0.10 -0.32 0.15 0.00 0.00 -0.04 W 13 0.23 0.22 -0.30 0.00 0.00 0.05 W 14 -0.23 -0.22 0.30 0.00 0.00 -0.05 W 15 0.23 -0.24 -0.01 0.00 0.00 0.02 W 16 -0.23 0.24 0.01 0.00 0.00 -0.02 W 17 0.02 0.30 -0.23 0.00 0.00 0.07 W18 -0.02 -0.30 0.23 0.00 0.00 -0.07 W 19 0.32 0.03 -0.22 0.00 0.00 -0.00 W20 -0.32 -0.03 0.22 0.00 0.00 0.00 W21 0.02 -0.04 -0.01 0.00 0.00 0.05 W22 -0.02 0.04 0.01 0.00 0.00 -0.05 W23 0.32 -0.32 0.00 0.00 0.00 -0.02 W24 -0.32 0.32 -0.00 0.00 0.00 0.02 E1 0.28 0.02 -0.22 0.00 0.00 0.07 E2 0.37 -0.07 -0.21 0.00 0.00 0.04 E3 0.05 0.27 -0.20 0.00 0.00 0.01 E4 -0.04 0.35 -0.21 0.00 0.00 0.03 99 D 0.03 0.00 87.74 0.00 0.00 -0.00 LP -0.00 0.00 22.49 0.00 0.00 -0.00 Sp 0.08 0.00 49.62 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.30 -0.01 -0.20 0.00 0.00 0.05 W2 -0.30 0.01 0.20 0.00 0.00 -0.05 W3 -0.00 0.31 0.05 0.00 0.00 0.02 W4 0.00 -0.31 -0.05 0.00 0.00 -0.02 W 5 0.17 0.08 -0.11 0.00 0.00 0.06 W6 0.28 -0.10 -0.19 0.00 0.00 0.01 W7 -0.17 -0.08 0.11 0.00 0.00 -0.06 Frame Reactions RAM Frame vl 1.1.1 Page 17/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATONX Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W8 -0.28 0.10 0.19 0.00 0.00 -0.01 W9 0.05 0.14 -0.01 0.00 0.00 -0.01 W 10 -0.05 0.33 0.08 0.00 0.00 0.04 W i l -0.05 -0.14 0.01 0.00 0.00 0.01 W 12 0.05 -0.33 -0.08 0.00 0.00 -0.04 W 13 0.23 0.22 -0.11 0.00 0.00 0.05 W 14 -0.23 -0.22 0.11 0.00 0.00 -0.05 W 15 0.23 -0.24 -0.18 0.00 0.00 0.02 W 16 -0.23 0.24 0.18 0.00 0.00 -0.02 W 17 0.09 0.31 -0.02 0.00 0.00 0.07 W 18 -0.09 -0.31 0.02 0.00 0.00 -0.07 W 19 0.25 0.03 -0.15 0.00 0.00 -0.00 W20 -0.25 -0.03 0.15 0.00 0.00 0.00 W21 0.09 -0.04 -0.07 0.00 0.00 0.05 W22 -0.09 0.04 0.07 0.00 0.00 -0.05 W23 0.25 -0.32 -0.20 0.00 0.00 -0.02 W24 -0.25 0.32 0.20 0.00 0.00 0.02 El 0.29 0.02 -0.19 0.00 0.00 0.07 E2 0.34 -0.07 -0.23 0.00 0.00 0.04 E3 0.02 0.27 0.03 0.00 0.00 0.01 E4 -0.02 0.36 0.07 0.00 0.00 0.03 100 D 0.03 0.00 87.83 0.00 0.00 -0.00 Lp 0.00 -0.00 22.48 0.00 0.00 -0.00 Sp 0.08 0.00 49.97 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 Wl 0.30 -0.01 -0.21 0.00 0.00 0.05 W2 -0.30 0.01 0.21 0.00 0.00 -0.05 W3 -0.00 0.31 -0.00 0.00 0.00 0.02 W4 0.00 -0.31 0.00 0.00 0.00 -0.02 W5 0.22 0.08 -0.16 0.00 0.00 0.06 W6 0.23 -0.10 -0.15 0.00 0.00 0.01 W7 -0.22 -0.08 0.16 0.00 0.00 -0.06 W8 -0.23 0.10 0.15 0.00 0.00 -0.01 W9 0.00 0.14 0.00 0.00 0.00 -0.01 W10 -0.01 0.33 -0.00 0.00 0.00 0.04 Wit -0.00 -0.14 -0.00 0.00 0.00 0.01 W 12 0.01 -0.33 0.00 0.00 0.00 -0.04 W 13 0.22 0.22 -0.16 0.00 0.00 0.05 W 14 -0.22 -0.22 0.16 0.00 0.00 -0.05 W 15 0.22 -0.24 -0.15 0.00 0.00 0.02 W 16 -0.22 0.24 0.15 0.00 0.00 -0.02 W 17 0.16 0.31 -0.12 0.00 0.00 0.07 W 18 -0.16 -0.31 0.12 0.00 0.00 -0.07 W 19 0.17 0.03 -0.11 0.00 0.00 -0.00 RAM Frame vl 1.1.1 Frame Reactions Page 18 g /36 �R DataBase: V06.148 06/25/07 15:54:14 NiERNAT :Al Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W20 -0.17 -0.03 0.11 0.00 0.00 0.00 W21 0.16 -0.04 -0.12 0.00 0.00 0.05 W22 -0.16 0.04 0.12 0.00 0.00 -0.05 W23 0.18 -0.32 -0.11 0.00 0.00 -0.02 W24 -0.18 0.32 0.11 0.00 0.00 0.02 El 0.30 0.02 -0.21 0.00 0.00 0.07 E2 0.30 -0.07 -0.21 0.00 0.00 0.04 E3 -0.00 0.27 -0.00 0.00 0.00 0.01 E4 -0.01 0.36 -0.00 0.00 0.00 0.03 101 D -1.54 0.00 86.00 0.00 0.00 -0.00 Lp -0.81 -0.00 25.00 0.00 0.00 -0.00 Sp -0.87 0.01 51.46 0.00 0.00 -0.00 Sn 0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 -25.00 -0.01 11.00 0.00 0.00 0.05 W2 25.00 0.01 -11.00 0.00 0.00 -0.05 W3 -3.84 0.31 1.65 0.00 0.00 0.02 W4 3.84 -0.31 -1.65 0.00 0.00 -0.02 W5 -24.02 0.08 10.56 0.00 0.00 0.06 W6 -13.47 -0.10 5.94 0.00 0.00 0.01 W7 24.02 -0.08 -10.56 0.00 0.00 -0.06 W8 13.47 0.10 -5.94 0.00 0.00 -0.01 W9 2.59 0.14 -1.16 0.00 0.00 -0.01 W10 -8.35 0.33 3.63 0.00 0.00 0.04 W 11 -2.59 -0.14 1.16 0.00 0.00 0.01 W12 8.35 -0.33 -3.63 0.00 0.00 -0.04 W 13 -21.63 0.22 9.49 0.00 0.00 0.05 W 14 21.63 -0.22 -9.49 0.00 0.00 -0.05 W 15 -15.87 -0.24 7.01 0.00 0.00 0.02 W 16 15.87 0.24 -7.01 0.00 0.00 -0.02 W 17 -24.28 0.31 10.65 0.00 0.00 0.07 W18 24.28 -0.31 -10.65 0.00 0.00 -0.07 W 19 -8.17 0.03 3.59 0.00 0.00 -0.00 W20 8.17 -0.03 -3.59 0.00 0.00 0.00 W21 -19.96 -0.04 8.79 0.00 0.00 0.05 W22 19.96 0.04 -8.79 0.00 0.00 -0.05 W23 -3.84 -0.32 1.73 0.00 0.00 -0.02 W24 3.84 0.32 -1.73 0.00 0.00 0.02 El -30.38 0.02 13.37 0.00 0.00 0.07 E2 -25.18 -0.07 11.09 0.00 0.00 0.04 E3 -1.55 0.27 0.65 0.00 0.00 0.01 E4 -6.87 0.36 2.98 0.00 0.00 0.03 102 D 0.03 -0.00 86.06 0.00 0.00 -0.00 Lp 0.00 0.00 23.93 0.00 0.00 -0.00 RAM Frame vl l.l.l Frame Reactions Page 19/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNAm,Al Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz Sp 0.09 -0.01 51.41 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.29 -0.01 -0.20 0.00 0.00 0.05 W2 -0.29 0.01 0.20 0.00 0.00 -0.05 W3 -0.01 0.31 0.20 0.00 0.00 0.02 W4 0.01 -0.31 -0.20 0.00 0.00 -0.02 W5 0.30 0.08 -0.15 0.00 0.00 0.06 W6 0.13 -0.10 -0.15 0.00 0.00 0.01 W7 -0.30 -0.08 0.15 0.00 0.00 -0.06 W 8 -0.13 0.10 0.15 0.00 0.00 -0.01 W9 -0.09 0.14 0.15 0.00 0.00 -0.01 W 10 0.08 0.32 0.14 0.00 0.00 0.04 W 11 0.09 -0.14 -0.15 0.00 0.00 0.01 W 12 -0.08 -0.32 -0.14 0.00 0.00 -0.04 W 13 0.21 0.22 -0.01 0.00 0.00 0.05 W 14 -0.21 -0.22 0.01 0.00 0.00 -0.05 W 15 0.22 -0.24 -0.30 0.00 0.00 0.02 W 16 -0.22 0.24 0.30 0.00 0.00 -0.02 W17 0.29 0.30 -0.01 0.00 0.00 0.07 W 18 -0.29 -0.30 0.01 0.00 0.00 -0.07 W 19 0.03 0.03 -0.00 0.00 0.00 -0.00 W20 -0.03 -0.03 0.00 0.00 0.00 0.00 W21 0.30 -0.04 -0.23 0.00 0.00 0.05 W22 -0.30 0.04 0.23 0.00 0.00 -0.05 W23 0.03 -0.32 -0.22 0.00 0.00 -0.02 W24 -0.03 0.32 0.22 0.00 0.00 0.02 E1 0.32 0.02 -0.21 0.00 0.00 0.07 E2 0.24 -0.07 -0.21 0.00 0.00 0.04 E3 -0.05 0.27 0.20 0.00 0.00 0.01 E4 0.03 0.35 0.20 0.00 0.00 0.03 Frame#2: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 105 D -0.00 0.01 83.38 0.00 0.00 -0.00 LP 0.00 -0.00 23.86 0.00 0.00 -0.00 Sp -0.02 0.02 43.77 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 0.31 -0.01 0.04 0.00 0.00 0.05 W2 -0.31 0.01 -0.04 0.00 0.00 -0.05 W 3 0.00 0.31 -0.20 0.00 0.00 0.02 W4 -0.00 -0.31 0.20 0.00 0.00 -0.02 W 5 0.13 0.04 -0.02 0.00 0.00 0.06 W6 0.33 -0.05 0.07 0.00 0.00 0.01 W7 -0.13 -0.04 0.02 0.00 0.00 -0.06 fil Frame Reactions RAM Frame vl 1.1.l Page 20/36 RAMDataBase: V06.148 06/25/07 15:54:14 "MINA"""' Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W8 -0.33 0.05 -0.07 0.00 0.00 -0.01 W9 0.10 0.19 -0.11 0.00 0.00 -0.01 W 10 -0.10 0.28 -0.20 0.00 0.00 0.04 Wit -0.10 -0.19 0.11 0.00 0.00 0.01 W 12 0.10 -0.28 0.20 0.00 0.00 -0.04 W 13 0.23 0.23 -0.12 0.00 0.00 0.05 W14 -0.23 -0.23 0.12 0.00 0.00 -0.05 W 15 0.23 -0.24 0.18 0.00 0.00 0.02 W 16 -0.23 0.24 -0.18 0.00 0.00 -0.02 W 17 0.03 0.24 -0.16 0.00 0.00 0.07 W 18 -0.03 -0.24 0.16 0.00 0.00 -0.07 W 19 0.32 0.10 -0.02 0.00 0.00 -0.00 W20 -0.32 -0.10 0.02 0.00 0.00 0.00 W21 0.03 -0.11 0.07 0.00 0.00 0.05 W22 -0.03 0.11 -0.07 0.00 0.00 -0.05 W23 0.32 -0.25 0.20 0.00 0.00 -0.02 W24 -0.32 0.25 -0.20 0.00 0.00 0.02 E 1 0.28 0.01 0.02 0.00 0.00 0.07 E2 0.37 -0.03 0.06 0.00 0.00 0.04 E3 0.05 0.30 -0.19 0.00 0.00 0.01 E4 -0.04 0.34 -0.23 0.00 0.00 0.03 106 D -0.01 0.00 83.54 0.00 0.00 -0.00 Lp 0.00 0.00 23.50 0.00 0.00 -0.00 Sp -0.02 0.00 42.43 0.00 0.00 -0.00 Sn -0.00 -0.00 -0.00 0.00 0.00 -0.00 W 1 0.31 -0.01 0.05 0.00 0.00 0.05 W2 -0.31 0.01 -0.05 0.00 0.00 -0.05 W3 -0.00 0.31 0.05 0.00 0.00 0.02 W4 0.00 -0.31 -0.05 0.00 0.00 -0.02 W5 0.18 0.04 0.04 0.00 0.00 0.06 W6 0.28 -0.05 0.04 0.00 0.00 0.01 W7 -0.18 -0.04 -0.04 0.00 0.00 -0.06 W8 -0.28 0.05 -0.04 0.00 0.00 -0.01 W9 0.05 0.19 0.03 0.00 0.00 -0.01 W 10 -0.05 0.28 0.04 0.00 0.00 0.04 wit -0.05 -0.19 -0.03 0.00 0.00 0.01 W 12 0.05 -0.28 -0.04 0.00 0.00 -0.04 W 13 0.23 0.23 0.07 0.00 0.00 0.05 W 14 -0.23 -0.23 -0.07 0.00 0.00 -0.05 W 15 0.23 -0.24 0.00 0.00 0.00 0.02 W 16 -0.23 0.24 -0.00 0.00 0.00 -0.02 W 17 0.09 0.24 0.05 0.00 0.00 0.07 W 18 -0.09 -0.24 -0.05 0.00 0.00 -0.07 W 19 0.25 0.10 0.05 0.00 0.00 -0.00 Frame Reactions RAM Frame vl l.l.l Page 21/36 DataBase: V06.148 06/25/07 15:54:14 RAM INTERNATtOt`x Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W20 -0.25 -0.10 -0.05 0.00 0.00 0.00 W21 0.09 -0.11 0.00 0.00 0.00 0.05 W22 -0.09 0.11 -0.00 0.00 0.00 -0.05 W23 0.25 -0.25 -0.00 0.00 0.00 -0.02 W24 -0.25 0.25 0.00 0.00 0.00 0.02 El 0.29 0.01 0.05 0.00 0.00 0.07 E2 0.34 -0.03 0.05 0.00 0.00 0.04 E3 0.02 0.30 0.05 0.00 0.00 0.01 E4 -0.02 0.34 0.05 0.00 0.00 0.03 107 D -0.00 4.11 84.01 0.00 0.00 -0.00 Lp -0.00 2.57 25.18 0.00 0.00 -0.00 Sp -0.02 0.79 43.17 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W1 0.30 -11.85 -10.48 0.00 0.00 0.05 W2 -0.30 11.85 10.48 0.00 0.00 -0.05 W3 -0.00 -23.20 -20.90 0.00 0.00 0.02 W4 0.00 23.20 20.90 0.00 0.00 -0.02 W5 0.22 -15.02 -13.35 0.00 0.00 0.06 W6 0.23 -2.75 -2.37 0.00 0.00 0.01 W7 -0.22 15.02 13.35 0.00 0.00 -0.06 W8 -0.23 2.75 2.37 0.00 0.00 -0.01 W9 0.00 -11.04 -9.98 0.00 0.00 -0.01 W10 -0.01 -23.76 -21.37 0.00 0.00 0.04 wit -0.00 11.04 9.98 0.00 0.00 0.01 W12 0.01 23.76 21.37 0.00 0.00 -0.04 W 13 0.22 -26.29 -23.53 0.00 0.00 0.05 W 14 -0.22 26.29 23.53 0.00 0.00 -0.05 W 15 0.23 8.51 7.81 0.00 0.00 0.02 W 16 -0.23 -8.51 -7.81 0.00 0.00 -0.02 W 17 0.16 -29.08 -26.04 0.00 0.00 0.07 W 18 -0.16 29.08 26.04 0.00 0.00 -0.07 W19 0.17 -10.34 -9.26 0.00 0.00 -0.00 W20 -0.17 10.34 9.26 0.00 0.00 0.00 W21 0.16 -2.99 -2.53 0.00 0.00 0.05 W22 -0.16 2.99 2.53 0.00 0.00 -0.05 W23 0.18 15.75 14.25 0.00 0.00 -0.02 W24 -0.18 -15.75 -14.25 0.00 0.00 0.02 El 0.30 -16.20 -14.36 0.00 0.00 0.07 E2 0.31 -10.16 -8.95 0.00 0.00 0.04 E3 -0.00 -22.31 -20.10 0.00 0.00 0.01 E4 -0.01 -28.50 -25.63 0.00 0.00 0.03 108 D -0.00 -2.58 81.45 0.00 0.00 -0.00 Lp 0.00 -1.78 25.79 0.00 0.00 -0.00 Frame Reactions RAM Frame vl 1.1.1 Page 22/36 RAM g DataBase: V06.148 06/25/07 15:54:14 INTERNATIONAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz Sp -0.02 0.16 41.66 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W1 0.30 -11.85 10.59 0.00 0.00 0.05 W2 -0.30 11.85 -10.59 0.00 0.00 -0.05 W3 -0.00 -23.20 20.85 0.00 0.00 0.02 W4 0.00 23.20 -20.85 0.00 0.00 -0.02 W5 0.26 -15.02 13.44 0.00 0.00 0.06 W6 0.18 -2.75 2.45 0.00 0.00 0.01 W7 -0.26 15.02 -13.44 0.00 0.00 -0.06 W8 -0.18 2.75 -2.45 0.00 0.00 -0.01 W9 -0.05 -11.04 9.94 0.00 0.00 -0.01 W 10 0.04 -23.76 21.34 0.00 0.00 0.04 W 11 0.05 11.04 -9.94 0.00 0.00 0.01 W 12 -0.04 23.76 -21.34 0.00 0.00 -0.04 W13 0.22 -26.29 23.58 0.00 0.00 0.05 W14 -0.22 26.29 -23.58 0.00 0.00 -0.05 W 15 0.23 8.51 -7.70 0.00 0.00 0.02 W 16 -0.23 -8.51 7.70 0.00 0.00 -0.02 W 17 0.23 -29.08 26.08 0.00 0.00 0.07 W 18 -0.23 29.08 -26.08 0.00 0.00 -0.07 W 19 0.10 -10.34 9.29 0.00 0.00 -0.00 W20 -0.10 10.34 -9.29 0.00 0.00 0.00 W21 0.23 -2.99 2.62 0.00 0.00 0.05 W22 -0.23 2.99 -2.62 0.00 0.00 -0.05 W23 0.11 15.75 -14.17 0.00 0.00 -0.02 W24 -0.11 -15.75 14.17 0.00 0.00 0.02 El 0.32 -16.21 14.48 0.00 0.00 0.07 E2 0.28 -10.16 9.06 0.00 0.00 0.04 E3 -0.03 -22.31 20.05 0.00 0.00 0.01 E4 0.01 -28.50 25.59 0.00 0.00 0.03 109 D -0.01 -0.00 84.01 0.00 0.00 -0.00 Lp 0.00 0.00 23.45 0.00 0.00 -0.00 Sp -0.02 -0.01 43.48 0.00 0.00 -0.00 Sn -0.00 -0.00 -0.00 0.00 0.00 -0.00 W 1 0.29 -0.01 0.06 0.00 0.00 0.05 W2 -0.29 0.01 -0.06 0.00 0.00 -0.05 W3 -0.01 0.31 0.20 0.00 0.00 0.02 W4 0.01 -0.31 -0.20 0.00 0.00 -0.02 W5 0.31 0.04 0.09 0.00 0.00 0.06 W6 0.13 -0.05 -0.00 0.00 0.00 0.01 W7 -0.31 -0.04 -0.09 0.00 0.00 -0.06 W8 -0.13 0.05 0.00 0.00 0.00 -0.01 W9 -0.09 0.19 0.10 0.00 0.00 -0.01 W 10 0.08 0.28 0.20 0.00 0.00 0.04 Frame Reactions RAM Frame vl 1.1.1 Page 23/g 36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATK')NA1 Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W i l 0.09 -0.19 -0.10 0.00 0.00 0.01 W 12 -0.08 -0.28 -0.20 0.00 0.00 -0.04 W 13 0.21 0.23 0.19 0.00 0.00 0.05 W 14 -0.21 -0.23 -0.19 0.00 0.00 -0.05 W 15 0.22 -0.24 -0.11 0.00 0.00 0.02 W 16 -0.22 0.24 0.11 0.00 0.00 -0.02 W 17 0.29 0.24 0.21 0.00 0.00 0.07 W 18 -0.29 -0.24 -0.21 0.00 0.00 -0.07 W 19 0.03 0.10 0.07 0.00 0.00 -0.00 W20 -0.03 -0.10 -0.07 0.00 0.00 0.00 W21 0.30 -0.11 -0.01 0.00 0.00 0.05 W22 -0.30 0.11 0.01 0.00 0.00 -0.05 W23 0.03 -0.25 -0.15 0.00 0.00 -0.02 W24 -0.03 0.25 0.15 0.00 0.00 0.02 E1 0.33 0.01 0.08 0.00 0.00 0.07 E2 0.25 -0.03 0.03 0.00 0.00 0.04 E3 -0.05 0.30 0.18 0.00 0.00 0.01 E4 0.03 0.34 0.23 0.00 0.00 0.03 Frame#3: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 111 D 17.18 -0.02 78.36 0.00 0.00 -0.00 Lp 16.02 -0.00 33.21 0.00 0.00 -0.00 Sp 1.40 -0.05 45.84 0.00 0.00 -0.00 Sn 0.00 0.00 0.00 0.00 0.00 -0.00 W 1 -24.46 -0.00 -22.02 0.00 0.00 0.05 W2 24.46 0.00 22.02 0.00 0.00 -0.05 W3 1.95 0.30 1.35 0.00 0.00 0.02 W4 -1.95 -0.30 -1.35 0.00 0.00 -0.02 W5 -15.75 -0.00 -14.12 0.00 0.00 0.06 W6 -20.94 -0.00 -18.91 0.00 0.00 0.01 W7 15.75 0.00 14.12 0.00 0.00 -0.06 W8 20.94 0.00 18.91 0.00 0.00 -0.01 W9 -1.23 0.23 -1.47 0.00 0.00 -0.01 W 10 4.15 0.23 3.49 0.00 0.00 0.04 W 11 1.23 -0.23 1.47 0.00 0.00 0.01 W 12 -4.15 -0.23 -3.49 0.00 0.00 -0.04 W13 -16.89 0.23 -15.50 0.00 0.00 0.05 W14 16.89 -0.23 15.50 0.00 0.00 -0.05 W15 -19.80 -0.23 -17.53 0.00 0.00 0.02 W 16 19.80 0.23 17.53 0.00 0.00 -0.02 W 17 -8.70 0.17 -7.97 0.00 0.00 0.07 W 18 8.70 -0.17 7.97 0.00 0.00 -0.07 W 19 -16.63 0.17 -15.28 0.00 0.00 -0.00 Frame Reactions RAM Frame vl 1.1.1 Page 24/36 RAMg DataBase: V06.148 06/25/07 15:54:14 INTERNATONAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W20 16.63 -0.17 15.28 0.00 0.00 0.00 W21 -10.89 -0.18 -9.49 0.00 0.00 0.05 W22 10.89 0.18 9.49 0.00 0.00 -0.05 W23 -18.82 -0.17 -16.80 0.00 0.00 -0.02 W24 18.82 0.17 16.80 0.00 0.00 0.02 E1 -25.84 -0.00 -23.22 0.00 0.00 0.07 E2 -28.40 -0.00 -25.58 0.00 0.00 0.04 E3 0.82 0.31 0.30 0.00 0.00 0.01 E4 3.45 0.31 2.71 0.00 0.00 0.03 112 D 0.00 0.01 84.34 0.00 0.00 -0.00 Lp 0.00 -0.00 23.78 0.00 0.00 -0.00 Sp -0.00 0.02 45.60 0.00 0.00 -0.00 Sn -0.00 0.00 0.00 0.00 0.00 -0.00 W 1 0.30 -0.00 0.00 0.00 0.00 0.05 W2 -0.30 0.00 -0.00 0.00 0.00 -0.05 W3 -0.00 0.32 0.17 0.00 0.00 0.02 W4 0.00 -0.32 -0.17 0.00 0.00 -0.02 W5 0.18 -0.00 0.00 0.00 0.00 0.06 W6 0.28 -0.00 0.00 0.00 0.00 0.01 W7 -0.18 0.00 -0.00 0.00 0.00 -0.06 W8 -0.28 0.00 -0.00 0.00 0.00 -0.01 W9 0.05 0.24 0.13 0.00 0.00 -0.01 W 10 -0.05 0.24 0.13 0.00 0.00 0.04 W i l -0.05 -0.24 -0.13 0.00 0.00 0.01 W 12 0.05 -0.24 -0.13 0.00 0.00 -0.04 W 13 0.23 0.24 0.13 0.00 0.00 0.05 W 14 -0.23 -0.24 -0.13 0.00 0.00 -0.05 W 15 0.23 -0.24 -0.13 0.00 0.00 0.02 W 16 -0.23 0.24 0.13 0.00 0.00 -0.02 W 17 0.09 0.17 0.10 0.00 0.00 0.07 W 18 -0.09 -0.17 -0.10 0.00 0.00 -0.07 W 19 0.25 0.18 0.09 0.00 0.00 -0.00 W20 -0.25 -0.18 -0.09 0.00 0.00 0.00 W21 0.09 -0.18 -0.09 0.00 0.00 0.05 W22 -0.09 0.18 0.09 0.00 0.00 -0.05 W23 0.25 -0.18 -0.10 0.00 0.00 -0.02 W24 -0.25 0.18 0.10 0.00 0.00 0.02 E1 0.29 -0.00 0.00 0.00 0.00 0.07 E2 0.34 -0.00 0.00 0.00 0.00 0.04 E3 0.02 0.32 0.17 0.00 0.00 0.01 E4 -0.02 0.32 0.17 0.00 0.00 0.03 113 D 0.00 0.00 78.38 0.00 0.00 -0.00 Lp 0.00 -0.00 30.34 0.00 0.00 -0.00 T Frame Reactions RAM Frame vl l.l.l Page 25/36 MRNATIIMDataBase: V06.148 06/25/07 15:54:14 Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz Sp -0.00 -0.00 44.60 0.00 0.00 -0.00 Sn -0.00 0.00 0.00 0.00 0.00 -0.00 W 1 0.30 -0.00 -0.00 0.00 0.00 0.05 W2 -0.30 0.00 0.00 0.00 0.00 -0.05 W3 -0.00 0.31 -0.03 0.00 0.00 0.02 W4 0.00 -0.31 0.03 0.00 0.00 -0.02 W5 0.22 -0.00 -0.00 0.00 0.00 0.06 W6 0.23 -0.00 -0.00 0.00 0.00 0.01 W7 -0.22 0.00 0.00 0.00 0.00 -0.06 W8 -0.23 0.00 0.00 0.00 0.00 -0.01 W9 0.00 0.24 -0.02 0.00 0.00 -0.01 W 10 -0.01 0.23 -0.02 0.00 0.00 0.04 W 11 -0.00 -0.24 0.02 0.00 0.00 0.01 W 12 0.01 -0.23 0.02 0.00 0.00 -0.04 W 13 0.22 0.23 -0.02 0.00 0.00 0.05 W 14 -0.22 -0.23 0.02 0.00 0.00 -0.05 W 15 0.23 -0.24 0.02 0.00 0.00 0.02 W 16 -0.23 0.24 -0.02 0.00 0.00 -0.02 W 17 0.16 0.17 -0.02 0.00 0.00 0.07 W 18 -0.16 -0.17 0.02 0.00 0.00 -0.07 W 19 0.17 0.18 -0.02 0.00 0.00 -0.00 W20 -0.17 -0.18 0.02 0.00 0.00 0.00 W21 0.16 -0.18 0.02 0.00 0.00 0.05 W22 -0.16 0.18 -0.02 0.00 0.00 -0.05 W23 0.18 -0.18 0.02 0.00 0.00 -0.02 W24 -0.18 0.18 -0.02 0.00 0.00 0.02 E1 0.30 -0.00 -0.00 0.00 0.00 0.07 E2 0.31 -0.00 -0.00 0.00 0.00 0.04 E3 -0.00 0.32 -0.03 0.00 0.00 0.01 E4 -0.01 0.32 -0.03 0.00 0.00 0.03 114 D 0.00 0.00 80.88 0.00 0.00 -0.00 Lp 0.00 0.00 27.90 0.00 0.00 -0.00 Sp 0.00 0.01 44.66 0.00 0.00 -0.00 Sn -0.00 0.00 0.00 0.00 0.00 -0.00 W 1 0.29 -0.00 -0.00 0.00 0.00 0.05 W2 -0.29 0.00 0.00 0.00 0.00 -0.05 W3 -0.00 0.32 -0.04 0.00 0.00 0.02 W4 0.00 -0.32 0.04 0.00 0.00 -0.02 W5 0.26 -0.00 -0.00 0.00 0.00 0.06 W6 0.18 -0.00 -0.00 0.00 0.00 0.01 W7 -0.26 0.00 0.00 0.00 0.00 -0.06 W8 -0.18 0.00 0.00 0.00 0.00 -0.01 W9 -0.05 0.24 -0.03 0.00 0.00 -0.01 W 10 0.04 0.23 -0.03 0.00 0.00 0.04 ns fil RAM Frame vl 1.1.1 Frame Reactio Page 26/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATI(�''AL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W 11 0.05 -0.24 0.03 0.00 0.00 0.01 W 12 -0.04 -0.23 0.03 0.00 0.00 -0.04 W 13 0.22 0.23 -0.03 0.00 0.00 0.05 W 14 -0.22 -0.23 0.03 0.00 0.00 -0.05 W 15 0.22 -0.24 0.03 0.00 0.00 0.02 W 16 -0.22 0.24 -0.03 0.00 0.00 -0.02 W 17 0.23 0.17 -0.03 0.00 0.00 0.07 W 18 -0.23 -0.17 0.03 0.00 0.00 -0.07 W 19 0.10 0.18 -0.02 0.00 0.00 -0.00 W20 -0.10 -0.18 0.02 0.00 0.00 0.00 W21 0.23 -0.18 0.02 0.00 0.00 0.05 W22 -0.23 0.18 -0.02 0.00 0.00 -0.05 W23 0.11 -0.18 0.02 0.00 0.00 -0.02 W24 -0.11 0.18 -0.02 0.00 0.00 0.02 El 0.31 -0.00 -0.01 0.00 0.00 0.07 E2 0.28 -0.00 -0.00 0.00 0.00 0.04 E3 -0.03 0.32 -0.04 0.00 0.00 0.01 E4 0.01 0.32 -0.04 0.00 0.00 0.03 115 D 0.00 -0.00 85.29 0.00 0.00 -0.00 Lp 0.00 0.00 23.11 0.00 0.00 -0.00 Sp -0.00 -0.01 45.74 0.00 0.00 -0.00 Sn -0.00 0.00 0.00 0.00 0.00 -0.00 W 1 0.29 -0.00 0.00 0.00 0.00 0.05 W2 -0.29 0.00 -0.00 0.00 0.00 -0.05 W3 -0.01 0.31 0.20 0.00 0.00 0.02 W4 0.01 -0.31 -0.20 0.00 0.00 -0.02 W 5 0.31 -0.00 0.00 0.00 0.00 0.06 W6 0.13 -0.00 0.00 0.00 0.00 0.01 W7 -0.31 0.00 -0.00 0.00 0.00 -0.06 W8 -0.13 0.00 -0.00 0.00 0.00 -0.01 W9 -0.09 0.24 0.15 0.00 0.00 -0.01 W 10 0.08 0.23 0.15 0.00 0.00 0.04 W i l 0.09 -0.24 -0.15 0.00 0.00 0.01 W 12 -0.08 -0.23 -0.15 0.00 0.00 -0.04 W 13 0.21 0.23 0.15 0.00 0.00 0.05 W 14 -0.21 -0.23 -0.15 0.00 0.00 -0.05 W 15 0.22 -0.24 -0.15 0.00 0.00 0.02 W 16 -0.22 0.24 0.15 0.00 0.00 -0.02 W 17 0.29 0.17 0.11 0.00 0.00 0.07 W 18 -0.29 -0.17 -0.11 0.00 0.00 -0.07 W 19 0.03 0.18 0.11 0.00 0.00 -0.00 W20 -0.03 -0.18 -0.11 0.00 0.00 0.00 W21 0.30 -0.19 -0.11 0.00 0.00 0.05 W22 -0.30 0.18 0.11 0.00 0.00 -0.05 RAM Frame v 11.1.1 Frame Reactions Page 27/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNAICkAI Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W23 0.03 -0.17 -0.11 0.00 0.00 -0.02 W24 -0.03 0.17 0.11 0.00 0.00 0.02 E1 0.33 -0.00 0.00 0.00 0.00 0.07 E2 0.24 -0.00 0.00 0.00 0.00 0.04 E3 -0.05 0.32 0.20 0.00 0.00 0.01 E4 0.03 0.32 0.20 0.00 0.00 0.03 Frame #4: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 118 D -15.63 0.00 76.17 0.00 0.00 -0.00 Lp -15.23 0.00 3 5.3 8 0.00 0.00 -0.00 Sp -0.41 0.01 43.13 0.00 0.00 -0.00 Sn 0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 -24.46 0.00 21.97 0.00 0.00 0.05 W2 24.46 -0.00 -21.97 0.00 0.00 -0.05 W3 1.96 0.31 -1.93 0.00 0.00 0.02 W4 -1.96 -0.31 1.93 0.00 0.00 -0.02 W5 -15.75 -0.05 14.13 0.00 0.00 0.06 W6 -20.94 0.05 18.83 0.00 0.00 0.01 W7 15.75 0.05 -14.13 0.00 0.00 -0.06 W8 20.94 -0.05 -18.83 0.00 0.00 -0.01 W9 -1.22 0.28 0.99 0.00 0.00 -0.01 W 10 4.16 0.19 -3.89 0.00 0.00 0.04 W 11 1.22 -0.28 -0.99 0.00 0.00 0.01 W 12 -4.16 -0.19 3.89 0.00 0.00 -0.04 W 13 -16.88 0.24 15.03 0.00 0.00 0.05 W14 16.88 -0.24 -15.03 0.00 0.00 -0.05 W 15 -19.81 -0.23 17.93 0.00 0.00 0.02 W16 19.81 0.23 -17.93 0.00 0.00 -0.02 W 17 -8.69 0.10 7.68 0.00 0.00 0.07 W 18 8.69 -0.10 -7.68 0.00 0.00 -0.07 W 19 -16.62 0.25 14.86 0.00 0.00 -0.00 W20 16.62 -0.25 -14.86 0.00 0.00 0.00 W21 -10.89 -0.25 9.85 0.00 0.00 0.05 W22 10.89 0.25 -9.85 0.00 0.00 -0.05 W23 -18.82 -0.10 17.04 0.00 0.00 -0.02 W24 18.82 0.10 -17.04 0.00 0.00 0.02 El -25.84 -0.02 23.19 0.00 0.00 0.07 E2 -28.40 0.03 25.51 0.00 0.00 0.04 E3 0.84 0.34 -0.92 0.00 0.00 0.01 E4 3.46 0.30 -3.29 0.00 0.00 0.03 119 D 0.01 -0.00 84.48 0.00 0.00 -0.00 LP 0.00 -0.00 22.74 0.00 0.00 -0.00 fil RAM Frame vl l.l.l Frame Reactions Page 28/36 �M DataBase: V06.148 06/25/07 15:54:14 NTERNATONAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz Sp 0.02 0.00 42.52 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 0.31 0.00 -0.05 0.00 0.00 0.05 W2 -0.31 -0.00 0.05 0.00 0.00 -0.05 W3 -0.00 0.32 0.05 0.00 0.00 0.02 W4 0.00 -0.32 -0.05 0.00 0.00 -0.02 W5 0.18 -0.05 -0.04 0.00 0.00 0.06 W6 0.28 0.05 -0.03 0.00 0.00 0.01 W7 -0.18 0.05 0.04 0.00 0.00 -0.06 W8 -0.28 -0.05 0.03 0.00 0.00 -0.01 W9 0.05 0.29 0.04 0.00 0.00 -0.01 W 10 -0.05 0.19 0.03 0.00 0.00 0.04 W 11 -0.05 -0.29 -0.04 0.00 0.00 0.01 W 12 0.05 -0.19 -0.03 0.00 0.00 -0.04 W 13 0.23 0.24 -0.00 0.00 0.00 0.05 W 14 -0.23 -0.24 0.00 0.00 0.00 -0.05 W 15 0.23 -0.24 -0.07 0.00 0.00 0.02 W 16 -0.23 0.24 0.07 0.00 0.00 -0.02 W 17 0.09 0.11 -0.00 0.00 0.00 0.07 W 18 -0.09 -0.11 0.00 0.00 0.00 -0.07 W 19 0.25 0.25 0.00 0.00 0.00 -0.00 W20 -0.25 -0.25 -0.00 0.00 0.00 0.00 W21 0.09 -0.25 -0.05 0.00 0.00 0.05 W22 -0.09 0.25 0.05 0.00 0.00 -0.05 W23 0.25 -0.10 -0.05 0.00 0.00 -0.02 W24 -0.25 0.10 0.05 0.00 0.00 0.02 E1 0.29 -0.02 -0.05 0.00 0.00 0.07 E2 0.34 0.03 -0.05 0.00 0.00 0.04 E3 0.02 0.35 0.05 0.00 0.00 0.01 E4 -0.02 0.30 0.05 0.00 0.00 0.03 120 D 0.01 0.00 83.13 0.00 0.00 -0.00 Lp 0.00 0.00 23.90 0.00 0.00 -0.00 Sp 0.02 0.00 42.71 0.00 0.00 -0.00 Sn 0.00 0.00 -0.00 0.00 0.00 -0.00 Wl 0.30 0.00 -0.05 0.00 0.00 0.05 W2 -0.30 -0.00 0.05 0.00 0.00 -0.05 W3 -0.00 0.32 -0.00 0.00 0.00 0.02 W4 0.00 -0.32 0.00 0.00 0.00 -0.02 W5 0.22 -0.05 -0.04 0.00 0.00 0.06 W6 0.23 0.05 -0.03 0.00 0.00 0.01 W7 -0.22 0.05 0.04 0.00 0.00 -0.06 W8 -0.23 -0.05 0.03 0.00 0.00 -0.01 W9 0.00 0.29 0.00 0.00 0.00 -0.01 W 10 -0.01 0.19 -0.00 0.00 0.00 0.04 fil RAM Frame vl l.l.l Frame Reactions Page 29/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATUTA1 Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W 11 -0.00 -0.29 -0.00 0.00 0.00 0.01 W 12 0.01 -0.19 0.00 0.00 0.00 -0.04 W 13 0.22 0.24 -0.04 0.00 0.00 0.05 W 14 -0.22 -0.24 0.04 0.00 0.00 -0.05 W 15 0.23 -0.24 -0.03 0.00 0.00 0.02 W 16 -0.23 0.24 0.03 0.00 0.00 -0.02 W 17 0.16 0.11 -0.03 0.00 0.00 0.07 W 18 -0.16 -0.11 0.03 0.00 0.00 -0.07 W 19 0.17 0.25 -0.03 0.00 0.00 -0.00 W20 -0.17 -0.25 0.03 0.00 0.00 0.00 W21 0.16 -0.25 -0.03 0.00 0.00 0.05 W22 -0.16 0.25 0.03 0.00 0.00 -0.05 W23 0.18 -0.10 -0.03 0.00 0.00 -0.02 W24 -0.18 0.10 0.03 0.00 0.00 0.02 El 0.30 -0.02 -0.05 0.00 0.00 0.07 E2 0.31 0.03 -0.05 0.00 0.00 0.04 E3 -0.00 0.35 -0.00 0.00 0.00 0.01 E4 -0.01 0.30 -0.00 0.00 0.00 0.03 121 D 0.01 0.00 84.52 0.00 0.00 -0.00 Lp 0.00 0.00 22.75 0.00 0.00 -0.00 Sp 0.02 0.01 42.38 0.00 0.00 -0.00 Sn 0.00 0.00 -0.00 0.00 0.00 -0.00 W1 0.30 0.00 -0.05 0.00 0.00 0.05 W2 -0.30 -0.00 0.05 0.00 0.00 -0.05 W3 -0.00 0.32 -0.05 0.00 0.00 0.02 W4 0.00 -0.32 0.05 0.00 0.00 -0.02 W5 0.26 -0.05 -0.04 0.00 0.00 0.06 W6 0.18 0.05 -0.03 0.00 0.00 0.01 W7 -0.26 0.05 0.04 0.00 0.00 -0.06 W8 -0.18 -0.05 0.03 0.00 0.00 -0.01 W9 -0.05 0.29 -0.03 0.00 0.00 -0.01 W 10 0.04 0.19 -0.03 0.00 0.00 0.04 W 11 0.05 -0.29 0.03 0.00 0.00 0.01 W 12 -0.04 -0.19 0.03 0.00 0.00 -0.04 W 13 0.22 0.24 -0.07 0.00 0.00 0.05 W 14 -0.22 -0.24 0.07 0.00 0.00 -0.05 W 15 0.23 -0.24 -0.00 0.00 0.00 0.02 W 16 -0.23 0.24 0.00 0.00 0.00 -0.02 W 17 0.23 0.11 -0.05 0.00 0.00 0.07 W 18 -0.23 -0.11 0.05 0.00 0.00 -0.07 W 19 0.10 0.25 -0.05 0.00 0.00 -0.00 W20 -0.10 -0.25 0.05 0.00 0.00 0.00 W21 0.23 -0.25 -0.00 0.00 0.00 0.05 W22 -0.23 0.25 0.00 0.00 0.00 -0.05 1.1 RAM Frame vl 1.1.1 Frame Reactions Page 30/36 RAM g DataBase: V06.148 06/25/07 15:54:14 INTERNATIONAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W23 0.11 -0.10 0.00 0.00 0.00 -0.02 W24 -0.11 0.10 -0.00 0.00 0.00 0.02 E1 0.32 -0.02 -0.05 0.00 0.00 0.07 E2 0.28 0.03 -0.05 0.00 0.00 0.04 E3 -0.03 0.35 -0.05 0.00 0.00 0.01 E4 0.01 0.30 -0.05 0.00 0.00 0.03 122 D 0.01 -0.00 85.29 0.00 0.00 -0.00 Lp 0.00 0.00 22.51 0.00 0.00 -0.00 Sp 0.02 -0.01 43.62 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 0.29 0.00 -0.05 0.00 0.00 0.05 W2 -0.29 -0.00 0.05 0.00 0.00 -0.05 W3 -0.01 0.31 0.19 0.00 0.00 0.02 W4 0.01 -0.31 -0.19 0.00 0.00 -0.02 W5 0.31 -0.05 -0.08 0.00 0.00 0.06 W6 0.13 0.05 0.01 0.00 0.00 0.01 W7 -0.31 0.05 0.08 0.00 0.00 -0.06 W8 -0.13 -0.05 -0.01 0.00 0.00 -0.01 W9 -0.09 0.28 0.19 0.00 0.00 -0.01 W 10 0.08 0.19 0.10 0.00 0.00 0.04 W 11 0.09 -0.28 -0.19 0.00 0.00 0.01 W 12 -0.08 -0.19 -0.10 0.00 0.00 -0.04 W 13 0.21 0.24 0.11 0.00 0.00 0.05 W 14 -0.21 -0.24 -0.11 0.00 0.00 -0.05 W 15 0.22 -0.23 -0.18 0.00 0.00 0.02 W 16 -0.22 0.23 0.18 0.00 0.00 -0.02 W 17 0.29 0.10 0.01 0.00 0.00 0.07 W 18 -0.29 -0.10 -0.01 0.00 0.00 -0.07 W 19 0.03 0.25 0.15 0.00 0.00 -0.00 W20 -0.03 -0.25 -0.15 0.00 0.00 0.00 W21 0.30 -0.25 -0.21 0.00 0.00 0.05 W22 -0.30 0.25 0.21 0.00 0.00 -0.05 W23 0.03 -0.10 -0.07 0.00 0.00 -0.02 W24 -0.03 0.10 0.07 0.00 0.00 0.02 E1 0.33 -0.02 -0.07 0.00 0.00 0.07 E2 0.25 0.03 -0.03 0.00 0.00 0.04 E3 -0.05 0.34 0.22 0.00 0.00 0.01 E4 0.03 0.30 0.18 0.00 0.00 0.03 Frame #5: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 125 D -0.03 0.01 88.13 0.00 0.00 -0.00 LP 0.00 -0.00 22.48 0.00 0.00 -0.00 Frame Reactions RAM Frame v 11.1.1 Page 31/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATIONAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz Sp -0.08 0.02 50.79 0.00 0.00 -0.00 Sn -0.00 -0.00 0.00 0.00 0.00 -0.00 W l 0.31 0.01 0.20 0.00 0.00 0.05 W2 -0.31 -0.01 -0.20 0.00 0.00 -0.05 W3 0.00 0.31 -0.19 0.00 0.00 0.02 W4 -0.00 -0.31 0.19 0.00 0.00 -0.02 W5 0.13 -0.09 0.15 0.00 0.00 0.06 W6 0.33 0.10 0.15 0.00 0.00 0.01 W7 -0.13 0.09 -0.15 0.00 0.00 -0.06 W8 -0.33 -0.10 -0.15 0.00 0.00 -0.01 W9 0.10 0.33 -0.15 0.00 0.00 -0.01 W 10 -0.10 0.14 -0.14 0.00 0.00 0.04 W 1 l -0.10 -0.33 0.15 0.00 0.00 0.01 W 12 0.10 -0.14 0.14 0.00 0.00 -0.04 W 13 0.23 0.24 0.01 0.00 0.00 0.05 W 14 -0.23 -0.24 -0.01 0.00 0.00 -0.05 W 15 0.23 -0.23 0.30 0.00 0.00 0.02 W 16 -0.23 0.23 -0.30 0.00 0.00 -0.02 W 17 0.02 0.04 0.01 0.00 0.00 0:07 W 18 -0.02 -0.04 -0.01 0.00 0,00 -0.07 W 19 0.32 0.32 0.00 0.00 0:00 -0.00 W20 -0.32 -0.32 -0.00 0.00 0.00 0.00 W21 0.02 -0.32 0.23 0.00 0.00 0.05 W22 -0.02 0.32 -0.23 0.00 0.00 -0.05 W23 0.32 -0.03 0.22 0.00 0.00 -0.02 W24 -0.32 0.03 -0.22 0.00 0.00 0.02 E1 0.28 -0.03 0.21 0.00 0.00 0.07 E2 0.37 0.06 0.21 0.00 0.00 0.04 E3 0.05 0.37 -0.20 0.00 0.00 0.01 E4 -0.04 0.28 -0.20 0.00 0.00 0.03 126 D -0.03 0.00 87.73 0.00 0.00 -0.00 Lp 0.00 0.00 22.49 0.00 0.00 -0.00 Sp -0.08 0.00 49.62 0.00 0.00 -0.00 Sn -0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 0.30 0.01 0.20 0.00 0.00 0.05 W2 -0.30 -0.01 -0.20 0.00 0.00 -0.05 W3 -0.00 0.32 0.04 0.00 0.00 0.02 W4 0.00 -0.32 -0.04 0.00 0.00 -0.02 W5 0.17 -0.09 0.11 0.00 0.00 0.06 W6 0.28 0.10 0.19 0.00 0.00 0.01 W7 -0.17 0.09 -0.11 0.00 0.00 -0.06 W8 -0.28 -0.10 -0.19 0.00 0.00 -0.01 W9 0.05 0.33 0.08 0.00 0.00 -0.01 W 10 -0.05 0.14 -0.01 0.00 0.00 0.04 fil RAM Frame vl 1.1.1 Frame Reactions Page 32/36 Um06/25/07 g DataBase: V06.148 15:54:14 iNrearvnTS"'i Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz Wi l -0.05 -0.33 -0.08 0.00 0.00 0.01 W 12 0.05 -0.14 0.01 0.00 0.00 -0.04 W 13 0.23 0.24 0.18 0.00 0.00 0.05 W 14 -0.23 -0.24 -0.18 0.00 0.00 -0.05 W 15 0.23 -0.23 0.12 0.00 0.00 0.02 W 16 -0.23 0.23 -0.12 0.00 0.00 -0.02 W 17 0.09 0.04 0.07 0.00 0.00 0.07 W 18 -0.09 -0.04 -0.07 0.00 0.00 -0.07 W 19 0.25 0.33 0.20 0.00 0.00 -0.00 W20 -0.25 -0.33 -0.20 0.00 0.00 0.00 W21 0.09 -0.32 0.02 0.00 0.00 0.05 W22 -0.09 0.32 -0.02 0.00 0.00 -0.05 W23 0.25 -0.03 0.15 0.00 0.00 -0.02 W24 -0.25 0.03 -0.15 0.00 0.00 0.02 El 0.29 -0.03 0.19 0.00 0.00 0.07 E2 0.34 0.06 0.23 0.00 0.00 0.04 E3 0.02 0.37 0.07 0.00 0.00 0.01 E4 -0.02 0.28 0.03 0.00 0.00 0.03 127 D -0.03 2.72 86.93 0.00 0.00 -0.00 Lp 0.00 1.83 23.12 0.00 0.00 -0.00 Sp -0.08 -0.12 49.56 0.00 0.00 -0.00 Sn 0.00 -0.01 -0.86 0.00 0.00 -0.00 W1 0.30 11.88 10.76 0.00 0.00 0.05 W2 -0.30 -11.88 -10.76 0.00 0.00 -0.05 W3 -0.00 -14.26 -12.95 0.00 0.00 0.02 W4 0.00 14.26 12.95 0.00 0.00 -0.02 W5 0.22 15.01 13.58 0.00 0.00 0.06 W6 0.23 2.81 2.56 0.00 0.00 0.01 W7 -0.22 -15.01 -13.58 0.00 0.00 -0.06 W8 -0.23 -2.81 -2.56 0.00 0.00 -0.01 W9 0.00 -17.02 -15.42 0.00 0.00 -0.01 W 10 -0.01 -4.3 7 -4.01 0.00 0.00 0.04 W 11 -0.00 17.02 15.42 0.00 0.00 0.01 W 12 0.01 4.37 4.01 0.00 0.00 -0.04 W13 0.22 -1.78 -1.65 0.00 0.00 0.05 W 14 -0.22 1.78 1.65 0.00 0.00 -0.05 W 15 0.22 19.60 17.78 0.00 0.00 0.02 W 16 -0.22 -19.60 -17.78 0.00 0.00 -0.02 W 17 0.16 7.98 7.18 0.00 0.00 0.07 W 18 -0.16 -7.98 -7.18 0.00 0.00 -0.07 W 19 0.17 -10.65 -9.65 0.00 0.00 -0.00 W20 -0.17 10.65 9.65 0.00 0.00 0.00 W21 0.16 24.02 21.75 0.00 0.00 0.05 W22 -0.16 -24.02 -21.75 0.00 0.00 -0.05 RAM Frame vl 1.1.1 Frame Reactions Page 33/36 RAM g DataBase: V06.148 06/25/07 15:54:14 INTERNATICNv Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W23 0.18 5.39 4.93 0.00 0.00 -0.02 W24 -0.18 -5.39 -4.93 0.00 0.00 0.02 El 0.30 16.23 14.66 0.00 0.00 0.07 E2 0.30 10.21 9.23 0.00 0.00 0.04 E3 -0.00 -18.68 -16.93 0.00 0.00 0.01 E4 -0.01 -12.52 -11.3 8 0.00 0.00 0.03 128 D -0.03 -4.28 88.21 0.00 0.00 -0.00 Lp 0.00 -2.63 23.84 0.00 0.00 -0.00 Sp -0.08 -0.87 50.13 0.00 0.00 -0.00 Sn 0.00 0.01 -0.86 0.00 0.00 -0.00 Wl 0.29 11.88 -10.34 0.00 0.00 0.05 W2 -0.29 -11.88 10.34 0.00 0.00 -0.05 W3 -0.00 -14.26 12.91 0.00 0.00 0.02 W4 0.00 14.26 -12.91 0.00 0.00 -0.02 W5 0.26 15.00 -13.21 0.00 0.00 0.06 W6 0.18 2.81 -2.30 0.00 0.00 0.01 W7 -0.26 -15.00 13.21 0.00 0.00 -0.06 W8 -0.18 -2.81 2.30 0.00 0.00 -0.01 W9 -0.05 -17.02 15.34 0.00 0.00 -0.01 W 10 0.04 -4.37 4.03 0.00 0.00 0.04 W 11 0.05 17.02 -15.34 0.00 0.00 0.01 W12 -0.04 4.37 -4.03 0.00 0.00 -0.04 W 13 0.22 -1.78 1.93 0.00 0.00 0.05 W 14 -0.22 1.78 -1.93 0.00 0.00 -0.05 W 15 0.22 19.60 -17.44 0.00 0.00 0.02 W 16 -0.22 -19.60 17.44 0.00 0.00 -0.02 W 17 0.22 7.98 -6.89 0.00 0.00 0.07 W 18 -0.22 -7.98 6.89 0.00 0.00 -0.07 W19 0.10 -10.65 9.79 0.00 0.00 -0.00 W20 -0.10 10.65 -9.79 0.00 0.00 0.00 W21 0.23 24.02 -21.42 0.00 0.00 0.05 W22 -0.23 -24.02 21.42 0.00 0.00 -0.05 W23 0.10 5.39 -4.74 0.00 0.00 -0.02 W24 -0.10 -5.39 4.74 0.00 0.00 0.02 El 0.31 16.22 -14.21 0.00 0.00 0.07 E2 0.27 10.21 -8.83 0.00 0.00 0.04 E3 -0.03 -18.68 16.87 0.00 0.00 0.01 E4 0.01 -12.52 11.36 0.00 0.00 0.03 129 D -0.03 -0.00 88.15 0.00 0.00 -0.00 Lp 0.00 0.00 22.47 0.00 0.00 -0.00 Sp -0.08 -0.01 50.79 0.00 0.00 -0.00 Sn -0.00 -0.00 -0.00 0.00 0.00 -0.00 W 1 0.29 0.01 0.21 0.00 0.00 0.05 Frame Reactions RAM Frame vl 1.1.1 Page 34/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERN^ Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W2 -0.29 -0.01 -0.21 0.00 0.00 -0.05 W3 -0.01 0.31 0.20 0.00 0.00 0.02 W4 0.01 -0.31 -0.20 0.00 0.00 -0.02 W5 0.30 -0.09 0.16 0.00 0.00 0.06 W6 0.13 0.10 0.15 0.00 0.00 0.01 W7 -0.30 0.09 -0.16 0.00 0.00 -0.06 W8 -0.13 -0.10 -0.15 0.00 0.00 -0.01 W9 -0.09 0.33 0.15 0.00 0.00 -0.01 W 10 0.08 0.14 0.15 0.00 0.00 0.04 W11 0.09 -0.33 -0.15 0.00 0.00 0.01 W 12 -0.08 -0.14 -0.15 0.00 0.00 -0.04 W 13 0.21 0.24 0.30 0.00 0.00 0.05 W 14 -0.21 -0.24 -0.30 0.00 0.00 -0.05 W 15 0.22 -0.23 0.01 0.00 0.00 0.02 W 16 -0.22 0.23 -0.01 0.00 0.00 -0.02 W 17 0.29 0.04 0.23 0.00 0.00 0.07 W 18 -0.29 -0.04 -0.23 0.00 0.00 -0.07 W 19 0.03 0.32 0.22 0.00 0.00 -0.00 W20 -0.03 -0.32 -0.22 0.00 0.00 0.00 W21 0.30 -0.32 0.01 0.00 0.00 0.05 W22 -0.30 0.32 -0.01 0.00 0.00 -0.05 W23 0.03 -0.03 -0.00 0.00 0.00 -0.02 W24 -0.03 0.03 0.00 0.00 0.00 0.02 El 0.32 -0.03 0.22 0.00 0.00 0.07 E2 0.24 0.06 0.21 0.00 0.00 0.04 E3 -0.05 0.37 0.20 0.00 0.00 0.01 E4 0.03 0.28 0.21 0.00 0.00 0.03 Frame #6: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 111 D 17.18 -0.02 78.36 0.00 0.00 -0.00 Lp 16.02 -0.00 33.21 0.00 0.00 -0.00 Sp 1.40 -0.05 45.84 0.00 0.00 -0.00 Sn 0.00 0.00 0.00 0.00 0.00 -0.00 W 1 -24.46 -0.00 -22.02 0.00 0.00 0.05 W2 24.46 0.00 22.02 0.00 0.00 -0.05 W3 1.95 0.30 1.35 0.00 0.00 0.02 W4 -1.95 -0.30 -1.35 0.00 0.00 -0.02 W5 -15.75 -0.00 -14.12 0.00 0.00 0.06 W6 -20.94 -0.00 -18.91 0.00 0.00 0.01 W7 15.75 0.00 14.12 0.00 0.00 -0.06 W8 20.94 0.00 18.91 0.00 0.00 -0.01 W9 -1.23 0.23 -1.47 0.00 0.00 -0.01 W 10 4.15 0.23 3.49 0.00 0.00 0.04 RAM Frame vl 1.1.1 Frame Reactions Page 35/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATIC,JAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W 11 1.23 -0.23 1.47 0.00 0.00 0.01 W 12 -4.15 -0.23 -3.49 0.00 0.00 -0.04 W 13 -16.89 0.23 -15.50 0.00 0.00 0.05 W 14 16.89 -0.23 15.50 0.00 0.00 -0.05 W15 -19.80 -0.23 -17.53 0.00 0.00 0.02 W 16 19.80 0.23 17.53 0.00 0.00 -0.02 W 17 -8.70 0.17 -7.97 0.00 0.00 0.07 W 18 8.70 -0.17 7.97 0.00 0.00 -0.07 W19 -16.63 0.17 -15.28 0.00 0.00 -0.00 W20 16.63 -0.17 15.28 0.00 0.00 0.00 W21 -10.89 -0.18 -9.49 0.00 0.00 0.05 W22 10.89 0.18 9.49 0.00 0.00 -0.05 W23 -18.82 -0.17 -16.80 0.00 0.00 -0.02 W24 18.82 0.17 16.80 0.00 0.00 0.02 El -25.84 -0.00 -23.22 0.00 0.00 0.07 E2 -28.40 -0.00 -25.58 0.00 0.00 0.04 E3 0.82 0.31 0.30 0.00 0.00 0.01 E4 3.45 0.31 2.71 0.00 0.00 0.03 118 D -15.63 0.00 76.17 0.00 0.00 -0.00 Lp -15.23 0.00 35.38 0.00 0.00 -0.00 Sp -0.41 0.01 43.13 0.00 0.00 -0.00 Sn 0.00 0.00 -0.00 0.00 0.00 -0.00 W 1 -24.46 0.00 21.97 0.00 0.00 0.05 W2 24.46 -0.00 -21.97 0.00 0.00 -0.05 W3 1.96 0.31 -1.93 0.00 0.00 0.02 W4 -1.96 -0.31 1.93 0.00 0.00 -0.02 W 5 -15.75 -0.05 14.13 0.00 0.00 0.06 W6 -20.94 0.05 18.83 0.00 0.00 0.01 W7 15.75 0.05 -14.13 0.00 0.00 -0.06 W8 20.94 -0.05 -18.83 0.00 0.00 -0.01 W9 -1.22 0.28 0.99 0.00 0.00 -0.01 W 10 4.16 0.19 -3.89 0.00 0.00 0.04 W 11 1.22 -0.28 -0.99 0.00 0.00 0.01 W 12 -4.16 -0.19 3.89 0.00 0.00 -0.04 W13 -16.88 0.24 15.03 0.00 0.00 0.05 W 14 16.88 -0.24 -15.03 0.00 0.00 -0.05 W 15 -19.81 -0.23 17.93 0.00 0.00 0.02 W 16 19.81 0.23 -17.93 0.00 0.00 -0.02 W 17 -8.69 0.10 7.68 0.00 0.00 0.07 W 18 8.69 -0.10 -7.68 0.00 0.00 -0.07 W19 -16.62 0.25 14.86 0.00 0.00 -0.00 W20 16.62 -0.25 -14.86 0.00 0.00 0.00 W21 -10.89 -0.25 9.85 0.00 0.00 0.05 W22 10.89 0.25 -9.85 0.00 0.00 -0.05 RAM Frame vl l.l.l Frame Reactions Page 36/36 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATCNAL Building Code: IBC Node LdC Rx Ry Rz Mxx Myy Tzz W23 -18.82 -0.10 17.04 0.00 0.00 -0.02 W24 18.82 0.10 -17.04 0.00 0.00 0.02 El -25.84 -0.02 23.19 0.00 0.00 0.07 E2 -28.40 0.03 25.51 0.00 0.00 0.04 E3 0.84 0.34 -0.92 0.00 0.00 0.01 E4 3.46 0.30 -3.29 0.00 0.00 0.03 Frame #9: Node LdC Rx Ry Rz Mxx Myy Tzz kips kips kips kip-ft kip-ft kip-ft 101 D -1.54 0.00 86.00 0.00 0.00 -0.00 Lp -0.81 -0.00 25.00 0.00 0.00 -0.00 Sp -0.87 0.01 51.46 0.00 0.00 -0.00 Sn 0.00 -0.00 0.00 0.00 0.00 -0.00 W 1 -25.00 -0.01 11.00 0.00 0.00 0.05 W2 25.00 0.01 -11.00 0.00 0.00 -0.05 W3 -3.84 0.31 1.65 0.00 0.00 0.02 W4 3.84 -0.31 -1.65 0.00 0.00 -0.02 W5 -24.02 0.08 10.56 0.00 0.00 0.06 W6 -13.47 -0.10 5.94 0.00 0.00 0.01 W7 24.02 -0.08 -10.56 0.00 0.00 -0.06 W8 13.47 0.10 -5.94 0.00 0.00 -0.01 W9 2.59 0.14 -1.16 0.00 0.00 -0.01 W10 -8.35 0.33 3.63 0.00 0.00 0.04 W 11 -2.59 -0.14 1.16 0.00 0.00 0.01 W 12 8.35 -0.3 3 -3.63 0.00 0.00 -0.04 W 13 -21.63 0.22 9.49 0.00 0.00 0.05 W 14 21.63 -0.22 -9.49 0.00 0.00 -0.05 W15 -15.87 -0.24 7.01 0.00 0.00 0.02 W 16 15.87 0.24 -7.01 0.00 0.00 -0.02 W 17 -24.28 0.31 10.65 0.00 0.00 0.07 W 18 24.28 -0.31 -10.65 0.00 0.00 -0.07 W 19 -8.17 0.03 3.59 0.00 0.00 -0.00 W20 8.17 -0.03 -3.59 0.00 0.00 0.00 W21 -19.96 -0.04 8.79 0.00 0.00 0.05 W22 19.96 0.04 -8.79 0.00 0.00 -0.05 W23 -3.84 -0.32 1.73 0.00 0.00 -0.02 W24 3.84 0.32 -1.73 0.00 0.00 0.02 E1 -30.38 0.02 13.37 0.00 0.00 0.07 E2 -25.18 -0.07 11.09 0.00 0.00 0.04 E3 -1.55 0.27 0.65 0.00 0.00 0.01 E4 -6.87 0.36 2.98 0.00 0.00 0.03 RAM Frame vl 1.1.1 Story Displacements "11TE111TPDataBase: V06.148 06/25/07 15:54:14 Building Code: IBC CRITERIA: Rigid End Zones: Include Effects: 0.00% Reduction Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: Base Wall Mesh Criteria : Wall Element Type : Shell Element with No Out-of-Plane Stiffness Max. Allowed Distance between Nodes (ft) : 8.00 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Sp PosRoofLiveLoad RAMUSER Sn NegRoofLiveLoad RAMUSER W1 Wind Wind_IBC03_1_X W2 Wind Wind_IBC03_1_-X W3 Wind Wind_IBC03_1_Y W4 Wind Wind_IBC03_1_-Y W5 Wind Wind_IBC03_2_X+E W6 Wind Wind_IBC03_2_X-E W7 Wind Wind_IBC03_2_-X+E W8 Wind Wind_IBC03_2_-X-E W9 Wind Wind_IBC03_2_Y+E W 10 Wind Wind_IBC03_2_Y-E W 11 Wind Wind_IBC03_2_-Y+E W 12 Wind Wind_IBC03_2_-Y-E W 13 Wind Wind_IBC03_3_X+Y W 14 Wind Wind_IBC03_3_-X-Y W 15 Wind Wind_IBC03_3_X-Y W 16 Wind Wind_IBC03_3_-X+Y W 17 Wind Wind_IBC03_4_X+Y_CW W 18 Wind Wind_IBC03_4_-X-Y_CCW W 19 Wind Wind_IBC03_4_X+Y_CCW W20 Wind Wind_IBC03_4_-X-Y_CW W21 Wind Wind_IBC03_4_X-Y_CW W22 Wind Wind_IBC03_4_-X+Y_CCW W23 Wind Wind_IBC03_4_X-Y_CCW W24 Wind Wind_IBC03_4_-X+Y_CW E1 Seismic EQ_IBC03_X_+E_F E2 Seismic EQ_IBC03_X_-E_F E3 Seismic EQ_IBC03_Y_+E_F E4 Seismic EQ_IBC03 Y_-E_F Level: Roof, Diaph: 1 Center of Mass (ft): (90.50, 87.92) LdC Disp X Disp Y Theta Z Story Displacements Fil RAM Frame vl 1.1.1 Page 2/3 RAM DataBase: V06.148 06/25/07 15:54:14 IWER Building Code: IBC in in rad D -0.00823 0.00056 0.00001 Lp -0.00432 -0.00048 0.00000 Sp -0.00634 0.00243 0.00001 Sn -0.00001 0.00000 0.00000 W 1 0.48367 0.01851 -0.00011 W2 -0.48367 -0.01851 0.00011 W3 0.01909 0.39711 -0.00004 W4 -0.01909 -0.39711 0.00004 W5 0.38562 0.02270 -0.00026 W6 0.33988 0.00506 0.00010 W7 -0.38562 -0.02270 0.00026 W8 -0.33988 -0.00506 -0.00010 W9 -0.00951 0.28866 0.00015 W 10 0.03815 0.30700 -0.00022 W 11 0.00951 -0.28866 -0.00015 W 12 -0.03 815 -0.30700 0.00022 W 13 0.37707 0.31171 -0.00011 W 14 -0.37707 -0.31171 0.00011 W 15 0.34843 -0.28395 -0.00005 W 16 -0.34843 0.28395 0.00005 W 17 0.31782 0.24728 -0.00036 W 18 -0.31782 -0.24728 0.00036 W 19 0.24778 0.22029 0.00019 W20 -0.24778 -0.22029 -0.00019 W21 0.29634 -0.19947 -0.00031 W22 0.29634 0.19947 0.00031 W23 0.22630 0.22645 0.00024 W24 -0.22630 0.22645 -0.00024 El 0.52401 0.02504 -0.00019 E2 0.50122 0.01629 -0.00002 E3 0.00933 0.40962 0.00004 E4 0.03273 0.41859 -0.00013 Level: Second, Diaph: 1 Center of Mass (ft): (89.34, 89.92) LdC Disp X Disp Y Theta Z in in rad D -0.00589 -0.00088 0.00000 Lp -0.00304 -0.00046 0.00000 Sp -0.00370 -0.00052 0.00000 Sn -0.00000 -0.00000 0.00000 W 1 0.13101 0.01382 -0.00007 W2 -0.13101 -0.01382 0.00007 W3 0.01387 0.06927 -0.00003 W4 -0.01387 -0.06927 0.00003 Story Displacements Fil RAM Frame vl 1.1.1 Page 3I3 RAM DataBase: V06.148 06/25/07 15:54:14 INTERNATIONAL Building Code: IBC W5 0.11749 0.01758 -0.00009 W6 0.07903 0.00315 -0.00002 W7 -0.11749 -0.01758 0.00009 W8 0.07903 -0.00315 0.00002 W9 -0.00953 0.04447 0.00002 W 10 0.03033 0.05943 -0.00006 W 11 0.00953 -0.04447 -0.00002 W 12 -0.03033 -0.05943 0.00006 W 13 0.10866 0.06232 -0.00008 W 14 -0.10866 -0.06232 0.00008 W 15 0.08786 -0.04158 -0.00003 W 16 -0.08786 0.04158 0.00003 W 17 0.11086 0.05776 -0.00012 I W 18 -0.11086 -0.05776 0.00012 W 19 0.05212 0.03572 0.00000 W20 -0.05212 -0.03572 -0.00000 W21 0.09526 -0.02017 -0.00008 W22 -0.09526 0.02017 0.00008 W23 0.03652 -0.04221 0.00003 W24 0.03652 0.04221 -0.00003 El 0.15485 0.01893 -0.00010 E2 0.13591 0.01182 -0.00006 E3 0.00551 0.07213 -0.00001 E4 0.02490 0.07940 -0.00005