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2005-775
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050775 Date Issued: Monday, May 04, 2015 This is to certify that work requested to be done as shown by Permit Number P20050775 has been completed. Location: Tax Map Number: 523400-296-013-0001-024-002-0000 Owner: CRIST REVOCABLE TRUST Applicant: A-2000 SELF STORAGE This structure may be occupied as a: Commercial /Industrial Unheated By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director o i1 1ng&Coe A06?'c'e36t or Zoning Board of Appeals. " TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050775 Application Number: a2005O775 Tax Map No: 523400-296-013-0001-024-002-0000 Permission is hereby granted to: A-2000 SELF STORAGE For property located at: 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. T_vye of Construction Value Owner Address: CRIST REVOCABLE TRUST Commercial/Industrial Unheatec $50,000.00 WILLIAM &FRANCES CRIST, TRL Total Value 2433 TRELLIS Ct A-2000 $so,000.00 RALEIGH,NC 27616-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-775 4800 Sq Ft STORAGE UNIT SPR 50-02M Planning Board approval on 12/28/04 $720.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, October 13,2013 (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 Town of Queensbury; Saturday, October 18,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20050775 Application Num e : A20050775 Tax Map No: 523400-296-013-0001-024-000-0000 Permission is hereby granted to: A-2000 SELF STORAGE For property located at: 1025 STATE ROUTE 9 A-200 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans d th informatio e o filed and approved and in compliance with the NYS Uniform Building Codes e nsbury Z Ordinance. TvDe of Co truction Value Ow?erAddjreRAddress- REVOCABLE TRUST Commercial Indus . 1 nheatec $50,000.00 IAM&FRANCES CRIS TR To $50,000.00 TRELLIS Ct A-2000 IGH,NC 27616-0000 Coe/ ess Electrical pection Agency Plans&Specifications 2005-775 4800. sq ft STORAGE UN SPR 50-02M Planning Board�V/on2/28/04 $240.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,October 13,2012 (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 dite.) Dated at the wn of ee ut ay,October 18,2005 SIGNED BY ! for the Town of Queensbury. Director of Building&Code Enforcement Y TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050775 Application Number. A20050775 Tax Map No: 523400-296-013-0001-024-000-0000 Permission is hereby granted to: A-2000 SELF STORAGE For property located at: 1025 STATE ROUTE 9 A-2000 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: CRIST REVOCABLE TRUST Commercial/Industrial Unheat $50,000.00 WILLIAM & FRANCES CRIST, TR 2433 TRELLIS Ct A-2000 Total value $50,000.00 RALEIGH, NC 27616-0000 Contractor or Builder's Name/Address Electrical Inspection Agency N �---- Plans &Specifications 2005-775 4800. sq ft STORAGE UNIT SPR 50-02M-Planning Board approval on 12/28/04 - -- - $240.00 PERMIT FEE PAID- THIS PEPQgITEXP1RE — -f Thursday, October 13, 2011 (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 Town of �Ijl 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050775 Applicati n umber. A20050775 Tax Map No: 523400-296-013-0001-024-000-0000 Permission is hereby granted to: A-2000 SELF STORAGE For property located at: 1025 STATE ROUTE 9 A-2000;' in the Town of Queensbury,to construct or place at the above location in accordance with application together with pl other y nnation hereto filed and approved and in compliance with the NYS Uniform Building es! e Queensbury Zoning Ordinance. T e of Construction Value Owner Address: WILLIAM T. CRIST r-.. 4 BONNER Dr C ercial/Industri�ktni heat $50,000.00 i�JEENSBURY,NY 1 804 ��value ,/ $so,000.00 t � i C#tractor or Builder's Naine/Addres ctrical Inspection Agency ffi i Plans &Specifica 'ons 2005-775 4800. sq ft STO GE UNIT SPR 50-02M Plann Board approval on 12/28/04 $240.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,October 13,2010 (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 own f Qu4b y, des y, October 18,2005 s '"' for the Town of Queensbury. SIGNED BY _ <r�;�,-� '`�• � °� Qu ur'Y Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050775 Application Nu tier. A20050775 Tax Map No: 523400-296-013-0001-024-000-0000 4 Permission is hereby granted to: A-2000 SELF STORAGE For property located at: 1025 STATE ROUTE 9 A-2000 in the Town of Queensbury,to construct or place { at the above location in accordance with application together with plot plans other infoKnIation hereto filed and approved and in compliance with the NYS Uniform Building Codes the Queensbury Zoning Ordinance. T r s ucti Value Owner Address: WILLIAM T. CRIST 34 BONNER Dr Commer ial/Industrial yiiheat $50,000.00 QUEENSBURY,NY 12804 Total v ue }r` $50,000.00 Contractor or Builde ' �a / ss lectrical In$ ection Agency i Plans &Specifications 2005-775 �° 4800. sq ft STORAGE UNIT SPR 50-02M Planning Board approval on 1 8/04 $240.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, October 13, 2009 (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�ccm o eens �tes ay, October 18,2005 t �J SIGNED BY r'V for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050775 Application Number: A20050775 Tax Map No: 523400-296-013-0001-024-000-0000 Permission is hereby granted to: A-2000 SELF STORAGE For property located at: 1025 STATE ROUTE 9 A-2000 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other i fo ation hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queen a Zoning Ordinance. Type of Constructi n Value Owner Address: WILLIAM T. CRIST 34 BONNER Dr Commercial/Industri Unhea $50,000.00 QUEENSBURY, NY 12804 Total Value $50,000.00 Contractor or Build 's Name / ddress 1 ctrical Ins ec n Agency R� Plans&Specifications 2005-775 4800. sq ft STORAGE UNIT SPR 50-02M Planning Board approval on 12/29/04 $240.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Monday, October 13, 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 e,.cpiration date.) Dated at the Town of 8, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBLJRY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050775 Application Number. A20050775 Tax Map No: 523400-296-013-0001-024-000-0 0 Permission is hereby granted to: A-2000 SELF STORAGE For property located at: 1025 STATE ROUTE -2000 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot p an other information hereto filed and approved and in compliance with the NYS Uniform Buil ' Codes d the Queensbury Zoning Ordinance. a of Construction Value Owner Address: WILLIAM T. CRIST 34 BONNER Dr Commercial!Industrial Unheat $50,000.00 QUEENSBURY,NY 12804 Total value $50,000.00 Cont or�Build 's Name/ s Electrical Inspection Agency Plans &Specifications 2005-775 4800. sq ft STORAGE UNIT SPR 50-02M Planning Board approval on 12/28/04 $240.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, October 13, 2007 (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 of Qu b ,/� Z/e tdfUtober 18,2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050775 Application Number: A20050775 Tax Map No: 523400-296-013-0001-024-000-0000 Permission is hereby granted to: A-2000 SFLF STORAGE For property located at: 1025 STATE ROUTE 9 A-2000 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: WILLIAM T. CRIST 34 BONNER Dr Commercial/Industrial Unhea $50,000.00 Total Value $50,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-775 4800. sq ft STORAGE UNIT SPR 50-02M Planning Board approval on 12/28/04 $240.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 13, 2006 (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 of en s *rmctober 18, 2005 SIGNED BY j� for the Town of Queensbury. Director of Building&Code Enforcement Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid O 00 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director cog!es@gueensbury.net Recreation Fee Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder { e-r` C'k-o-4 Owner: Lvi 01 aa, C� Address: Y 6a=�-�� p� Address: _Jo LS /Lf- -' Home Phone: Home Phone: 793-3'98Z Email Address: Email Address: Cell Phone: _La2-_J�/c Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: A -CY� C,14,L Address: 3Y llvi- hf 2, Phone `3-pL Location of proposed construction: Lot No. Legal Address: /G Ls- Tax Map Number: 2-`�6_ 13 •- J -Ly Subdivision Name: Estimated Cost of Construction: $ �a o'vo Proposed construction is for: _-Residential Use rY-Commercial Use Name of Business:__A-LQao Sct� Ste•-dsc If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction 1 A Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq. Ft. Square feet Height Ft.&in. Single-Family Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: / Sf fi0 Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: e Is a fireplace and/or woodstove being installed, please refer to a separate application. _ Yes 0�_No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date: IM-7/6,4- Applicant/Builder Signature:The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 >m- - ToWN of Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: Z..©©C a AF"� &Tbwp C Inspected on: — Location: 1 U` t s ST VF\-F-- Arrive: (C: C a. p.m. Permit No.: Z� �__ 7 75 Inspector's Initials: 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 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware, if required 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 Okay Relief Valve,Heat Trap/Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy I 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 sq.ft. %Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.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 Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Of Final Electrical/Flex Gas Piping Bonded N h� Site Plan/Variance required cam" Final Survey,New Structure I Flood Plain certification,if req. 1 As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" !` Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections I Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection_11 27 12 NORTHEAST STORAGE CONSTRUCTION,LLC 12 COURTLAND STREET, PAWCATUCK CONNECTICUT 06379 CELL(860)559-3622 FAX/HOME (860)599-8151 E-MAIL: tlance3@tvcconnect.net A2000 Self Storage 1025 Rt. 9 Queensbury, NY RE: Building#5 A2000 Self Storage My company erected building#5 in May of 2013. The building was erected according to specifications and erecting drawings provided by Trachte Building Systems. Tom Lance Northeast Storage Construction,LLC COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 'ermit No........................................Cert. N 2 42835 Cut-in Card No..................................... )wner....j. Z-G C1 61 T !�-!'- S..r...c-;12. .e': ........................... .............�....... ................................................ .. ......... .. ,ocation...........................&� .6: ....L............ ....,../................................................................................... nstallation Consisting of....v../.S.`4,4 iz-J T ..�.... ........... .................. ................... ..... 1 ...9... �... ."................................................................................................................. .................................................................................................................................................................................. nstalled By............ .'... ......................Lic.No................................................... ........................................ The conditions following governed the issuance of this certificate,and any certificate previously issued is ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. inspectors of this Company shall have the privilege of making ins ctions at any time, and if its ules are violated,the Company shall have the right tvry e this ce fic�. ate.. �...Z: ..�.1.. � .. INSPECTOR..... .t....... - .....�...............`... ................ Member N.F.P.A.,1.A.E.I. C Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: V T r 6 Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials:? Kkt\ NAME: �a Z UC?0 PERMIT#. C) -7 7 S — LOCATION: I (? > S ' T fz c;U E rj INSPECT ON: 9 TYPE OF STRUCTURE: N N outings 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 Dampproofmg C7�v Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil po!y 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\lnspecUon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -75 TRACHTE BUILDING SYSTEMS,_ INC. PROJECT CALCULATIONS PER 2002 BUILDING CODE of NEW YORK STAT oar CUSTOMER:= "Keith Crist" PREPARED—BY= "Steven E.Hayden" s T MO`0 LOCATION:="Queensbury,NY" REVIEWED—BY= "Ross T.Mori" CO 0— 4. PLAN_NUMBER:= "P-30113" * , cc BUILDING:= "A" BUILDING DESCRIPTION `PF p0,;>982'0-- 10 ROOF PITCH in BUILDING HEIGHT height:=8•ft+4-in /YW TH Rpitch 0.25— ft BUILDING WIDTH width:=30•ft PURLIN SPACING Pspace 5•ft ROOF ANGLE 0 = 1.193deg BUILDING LENGTH length:= 160ft INT.PARTITION PANEL Ptpanel "Yes" ROOF TYPE Type:="Gable" HEIGHT TO FLOOR lower:= Oft INT.LATERAL BRIDGING Bridge:= "no" SNOW LOAD SEISMIC LOAD GROUND SNOW LOAD FIGURE 1608.2 Pg :=65•psf ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SNOW EXPOSURE CATEGORY TABLE 1608.3.1 Esnow "B" BUILDING FRAME SYSTEM LIGHT FRAME WALLS w/SHEAR PANELS SNOW IMPORTANCE FACTOR TABLE 1604.5 IS:=0.8 SEISMIC SITE CLASS TABLE 1615.1.1 Siteclass "D" THERMAL FACTOR TABLE 1608.3.2 Ct:= 1.2 SEISMIC USE GROUP TABLE 1616.2 UseGroup:="I" SNOW EXPOSURE FULL,PARTIAL or SHELTERED Exp:="Partial" SHORT PERIOD SPECTRAL ACC. FIGURE 1615(1) SS:=0.342 ROOF LIVE LOAD IBC 1607.11 Lr:= 20psf 1 SECOND PERIOD SPECTRAL ACC. FIGURE 1615(2) S1 :=0.101 FLAT ROOF SNOW LOAD Pf:= .7•Ce•Ct•IS•Pg Pf= 44 psf SPECTRAL RESPONSE ACC. EQUATION 16-40 SDS= 0.348 UNBALANCED SNOW LOAD ASCE 7-02,7.6.1 Punbalanced = 44 psf SPECTRAL RESPONSE ACC. EQUATION 16-41 SD1 = 0.161 SNOW LOAD USED IN DESIGN PS=44 psf RESPONSE MODIFICATION FACTOR TABLE 1617.6 Response= 6 WIND LOAD SEISMIC DESIGN CATEGORY TABLE 1616.3 SeismicDC= "C" WIND VELOCITY FIGURE 1608.2 V:= 90•mph SEISMIC RESPONSE COEFFICIENT ASCE?-02,Eq.9.5.5.2.1-1 C,,= 0,058 WIND EXPOSURE CATEGORY /BC 1609.4 Ewind = "B" DEAD LOAD WIND IMPORTANCE FACTORE TABLE 1604.5 Iw= 0.87 ROOF DEAD LOAD DR:=2-psf END ZONE WIDTH a= 3ft PARTITION DEAD LOAD DP:=3 sf P MAIN WIND FORCE(TABLE 1609.6.2.1(1)) ADDITIONAL LONGITUDINAL DEAD LOAD DL:= 0•psf WALL HORIZONTAL PRESSURE C= 10 psf ADDITIONAL TRANSVERSE DEAD LOAD DT:= Opsf ROOF HORIZONTAL PRESSURE D= —3.48 psf STRAP BRACING INFORMATION(IF REQUIRED) WINDWARD VERTICAL PRESSURE G = —9.309 psf GAGE OF STRAP Gage:= 16 LEEWARD VERTICAL PRESSURE H = —5.916psf WIDTH OF STRAP ws:=tin ANCHOR INFORMATION NUMBER OF INTERIOR ANCHORS Number—of—Interior—Anchors := 1 CONCRETE STRENGTH Concrete:= 2500 NUMBER OF EXTERIOR ANCHORS Number—of—Exterior—Anchors:=2 DIAMETER OF ANCHOR AnchorDiameter:=0.375 EDGE DISTANCE EdgeDistance:=3 P30,113-[AQ].mcd 1 9/12/2005 BASE SHEAR LONGITUDINAL TRANSVERSE WIND VWL= 2547lb VWT= 849lb SEISMIC VEL= 38241b VET = 2391b PANEL CHECK STRAP BRACES(IF REQUIRED) LONGITUDINAL SHEAR WALL PanelCheckL _ "ok" LONGITUDINAL StraPSL = 0 TRANSVERSE SHEAR WALL PanelCheckT= "ok" TRANSVERSE StrapsT= 0 LOCAL FAILURE PanelCheck= "ok" ANCHOR SUMMARY SHEAR UPLIFT DIAMETER LENGTH WIND/LONGITUDINAL/INTERIOR ShearWLl = 18 lb UPliftWLl = 422Ib DiameterWLl = 0.375 in LengthWLl = 2in WIND/LONGITUDINAL/EXTERIOR ShearWLX = 1581b UPliftWLX = 2441b DiameterWLX = 0.375 in LengthWLX = 2 in WIND/TRANSVERSE/INTERIOR ShearWTl= 74 lb UpliftWTI= 3551b DiameterWrl= 0.375 in LengthWTl= 2 in WIND/TRANSVERSE/EXTERIOR ShearWTX= 3681b UpliftWrX = 331 lb DiameterWTX= 0.375 in LengthWTX= 2in SEISMIC I LONGITUDINAL/INTERIOR ShearELl= 46lb UPliftELl= 0Ib DiameterELl=0.375 in LengthELl= 2 in SEISMIC/LONGITUDINAL/EXTERIOR ShearELX = 46 lb UPIiftELX = 15 lb DiameterELX = 0.375 in LengthELX = 2 in SEISMIC/TRANSVERSE/INTERIOR ShearETI = 11 lb UpliftETl = 01b DiameterETl = 0.375 in LengthETI= 2 in SEISMIC/TRANSVERSE i EXTERIOR ShearETX = 57 lb UPIiftETX = 54 lb DiameterETX = 0.375 in LengthETX = 2 in PURLIN INFORMATION PURLIN LOADS UNIFORM LOAD END REACTION MOMENT LOAD COMBINATION 1 (FORMULA 16-13) wPudin1 = 228 pIf RPudin1 = 1142 Ib Mpudinl = 2854lb ft LOAD COMBINATION 2(FORMULA 16-14) wpudin2 = —67 pIf RPudin2 = —337Ib Mpudin2= —843lb ft LOAD COMBINATION 2(FORMULA 16-14) wpurlin2e= —94 pIf RPudin2ea =—405Ib Mpudin2e= —1176lbft RPudin2eb= —349lb LOAD COMBINATION 3(FORMULA 16-15) wpudin3 = 184pif Rpudin3 = 921 lb Mpudin3= 2302lbft LOAD COMBINATION 4(FORMULA 16-16) wpudin4 = 261 pIf Rpudin4= 1304 lb Mpudin4= 3261 lb ft LOAD COMBINATION 5(FORMULA 16-17) wpudin5 = 232 plf RPudin5 = 1159 Ib Mpudin5= 2897 lb ft LOAD COMBINATION 6(FORMULA 16-18) wpurlin6 = 6plf Rpudin6 = 28lb MPudin6 = 70111)ft POSITIVE ROOF PRESSURE RoofPressureP= 44 psf NEGATIVE ROOF PRESSURE RoofPressureN= —16 psf MEMBER SIZES WEB FLANGE GAGE YIELD INTERACTION PURLIN(R-PANEL) WebpR= 7 FlangepR= 3 GaugepR= 14 FYPR= 33 IntpR= 0.837 PURLIN(SS) WebPSS= 7 Flangepss= 3 Gaugepss= 14 Fypss= 33 Intpss= 0.945 PURLIN(SS wl BRIDGING) WebpsSB= 7 FlangepsSB = 3 GaugepsSB = 14 FYPSSB= 33 IntPSSB= 0.837 PURLIN(WIND,MID,R-PANEL) WebNR= 7 FlangeNR= 3 GaugeNR= 18 FYNR= 33 IntNR= 0.290 PURLIN(WIND,MID,SS) WebNSS= 7 FlangeNSS= 3 GaugeNSS = 18 FYNSS = 33 IntNSS= 0.340 PURLIN(WIND,MID,SS w/BRDG.) WebNSSB= 7 FlangeNSSB= 3 GaugeNSSB= 18 FYNSSB= 33 IntNSSB= 0.290 PURLIN(WIND,END,R-PANEL) WebNRE= 7 FlangeNRE= 3 GaugeNRE= 18 FYNRE= 33 IntNRE= 0.404 PURLIN(WIND,END,SS) WebNSSE= 7 FlangeNSSE=3 GaugeNSSE= 18 FYNSSE= 33 IntNSSE= 0.473 PURLIN(WIND,END,SS wI BRDG.) WebNSSBE = 7 FlangeNSSBE = 3 GaugeNSSBE = 18 FYNSSBE = 33 IntNSSBE= 0.404 P30113-[AQ].mcd 2 9/12/2005 STUB POST HEADERS STUB POST HEADER LOADS REACTION MOMENT LOAD COMBINATION 1 (FORMULA 16-13) RH1 = 11421b MH1 = 5709lb ft LOAD COMBINATION 2(FORMULA 16-14) RI-12 = —3371b MH2 = —1687lb ft LOAD COMBINATION 2(FORMULA 16-14) RH2ea= —4051b MH2ea=—2026lb ft LOAD COMBINATION 2(FORMULA 16-14) RH2eb = —3491b MH2eb =—1747 lb ft LOAD COMBINATION 3(FORMULA 16-15) RH3 = 921 lb MH3 = 4604 lb ft LOAD COMBINATION 4(FORMULA 16-16) RH4 = 1304lb MH4= 6521 lb ft LOAD COMBINATION 5(FORMULA 16-17) RH5 = 1159lb MH5= 5794lbft LOAD COMBINATION 6(FORMULA 16-18) RH6 = 28lb MI-16= 1401bft MEMBER SIZES WEB FLANGE GAGE YIELD INTERACTION STUB POST HEADERS WebH= 9 FlangeH = 3.2 GaugeH= 12 FyH = 33 IntH = 0.853 SMALL STUB POST HEADERS WebHS= 5.5 FlangeHS= 2 GaugeHs= 16 FyHS= 33 IntHS= 0.805 INTERIOR COLUMNS INTERIOR COLUMN LOADS AXIAL LOAD LOAD COMBINATION 1 (FORMULA 16-13) P11 = 2284lb LOAD COMBINATION 2(FORMULA 16-14) P12= 1001b LOAD COMBINATION 3(FORMULA 16-15) P13= 11921b LOAD COMBINATION 4(FORMULA 16-16) P14= 2284lb LOAD COMBINATION 5(FORMULA 16-17) P15= 2428lb LOAD COMBINATION 6(FORMULA 16-18) P16= 234lb MEMBER SIZES WEB FLANGE GAGE INTERACTION INTERIOR COLUMN Web, = 3.5 Flange, = 2 Gauge, = 16 Intl = 0.911 JAMBS AND JAMB SUPPORTS JAMB LOADS AXIAL LOAD MOMENT LOAD COMBINATION 1 (FORMULA 16-13) PJ11b1 = 1142lb NA LOAD COMBINATION 2(FORMULA 16-14) PJamb2 = 501b MJamb2= 93 lb ft LOAD COMBINATION 3(FORMULA 16-15) PJamb3 = 5961b MJamb3= 93lb ft LOAD COMBINATION 4(FORMULA 16-16) PJamb4= 11421b MJamb4= 46lbft LOAD COMBINATION 5(FORMULA 16-17; PJamb5= 13091b NA LOAD COMBINATION 6(FORMULA 16-18) PJamb6= 2121b NA JAMB UNIFORM LOAD WJamb= 120 plf JAMB CHECK JambCheck= "ok" EWJambCheck = "not ok" MEMBER SIZES WEB FLANGE GAGE INTERACTION JAMB SUPPORT Webj= 2 Flange]= 1 Gauge] = 18 Intj = 0.000 P30113-[AQ].mcd 3 9/12/2005 SIDE WALL COLUMNS SIDE WALL LOADS AXIAL SIDE WALL MOMENT LOAD COMBINATION 1 (FORMULA 16-13) PSW1 = 1142 lb MSW= Olb ft LOAD COMBINATION 3(FORMULA 16-15) PSW3= 5961b LOAD COMBINATION 4(FORMULA 16-16) PSW4 = 1142 lb LOAD COMBINATION 5(FORMULA 16-17) PSW5 = 1309lb LOAD COMBINATION 6(FORMULA 16-18) PSW6= 2121b MEMBER SIZES WEB FLANGE GAGE INTERACTION SIDE WALL COLUMN,MID(LC:1,5&6) Webs, = 3.5 Flange8, = 1.5 GaugeSl = 18 IntS1 = 0.209 SIDE WALL COLUMN,MID(LC:2&3) Web32= 3.5 Flange82= 1.5 Gauge32= 18 IntS2= 0.082 SIDE WALL COLUMN,MID(LC:4) WebS3= 3.5 FlangeS3= 1.5 GaugeS3= 18 Int83= 0.157 SW CORNER COLUMN(LC:1,5&6) WebC1 = 3.5 FlangeC, = 1.5 GaugeC, = 18 IntC1 = 0.209 SW CORNER COLUMN(LC:2&3) WebC2 = 3.5 FlangeC2 = 1.5 GaugeC2 = 16 IntC2 = 0.879 SW CORNER COLUMN(LC:4) WebC3 = 3.5 FlangeC3 = 1.5 GaugeC3 = 18 IntC3 = 0.759 END WALL COLUMNS END WALL LOADS AXIAL LOAD UNIFORM LOAD MOMENT LOAD COMBINATION 1 (FORMULA 16-13) PEVV1 = 11421b NA NA LOAD COMBINATION 2(FORMULA 16-14) PEW2= 50lb wEW2= 85 plf MEW2= 7971b ft MID LOAD COMBINATION 2(FORMULA 16-14) NA wEW2e = 103plf MEW2e= 891 Ibft END LOAD COMBINATION 3(FORMULA 16-15) PEWS= 5961b wEW3 = 85 pIf MEWS= 7971b ft MID LOAD COMBINATION 3(FORMULA 16-15) NA wEW3e = 103plf MEW3,= 891 Ibft END LOAD COMBINATION 4(FORMULA 16-16) PEW4= 1142 lb wEVV4= 43 pIf MEW4= 398lb ft MID LOAD COMBINATION 4(FORMULA 16-16) NA wEW4e = 51 pIf MEW4e = 4461b ft END LOAD COMBINATION 5(FORMULA 16-17) PEWS= 1309lb NA NA LOAD COMBINATION 6(FORMULA 16-18) PSW6 = 2121b NA NA MEMBER SIZES WEB FLANGE GAGE INTERACTION END WALL COLUMN,MID(LC:1,5&6) WebE1 = 3.5 FlangeEl = 1.5 GaugeSl = 18 IntE1 = 0.243 END WALL COLUMN,MID(LC:2&3) WebE2= 3.5 FlangeE2= 1.5 GaugeE2= 18 IntE2= 0.905 END WALL COLUMN,MID(LC:4) WebE3= 3.5 FlangeE3= 1.5 GaugeE3= 18 IntE3= 0.597 END WALL COLUMN,END(LC:2&3) WebE1e= 3.5 FlangeEl, = 1.5 GaugeEle= 16 IntE1e= 0.693 END WALL COLUMN,END(LC:4) WebE2e= 3.5 FlangeE2e= 1.5 GaugeE2e = 18 IntE2e = 0.646 GIRTS GIRT LOADS UNIFORM LOAD END REACTION MOMENT SIDE WALL GIRT IN MID ZONE wGS= 47 pIf RGS= 2341b MGS=5851b ft SIDE WALL GIRT IN END ZONE wGSe= 56 pIf RGSe= 2791b MGSe= 697lb ft GIRT IN MID ZONE wGE= 54 pIf RGE= 2691b MGE= 205lb ft GIRT IN END ZONE wGEe= 66 pIf RGEe= 3281b MGSe= 205lb ft MEMBER SIZES WEB FLANGE GAGE INTERACTION SIDE WALL GIRT(MID) WebGS= 3.5 FlangeGS= 1.75 GaugeGS= 18 IntGS = 0.653 SIDE WALL GIRT(END) WebGSe= 3.5 FlangeGSe= 1.75 GaugeGSe= 18 IntGSe= 0.778 END WALL GIRT(END) WebGE = 3.5 FlangeGE = 1.75 GaugeGE= 18 IntGE= 0.229 P30113-[AQ].mcd 4 9/12/2005 END CLOSET COLUMNS END CLOSET LOADS AXIAL LOAD UNIFORM LOAD MOMENT LOAD COMBINATION 1 (FORMULA 16-13) PEC1 = 11421b NA NA LOAD COMBINATION 2(FORMULA 16-14) PEC2= 50lb WEC2= 89 plf MEC2= 13lbft LOAD COMBINATION 3(FORMULA 16-15) PEC3= 5961b WEC3= 89 plf MEC3= 13 lb ft LOAD COMBINATION 4(FORMULA 16-16) PEC4= 1142lb WEC4= 45 pIf MEC4= 61bft LOAD COMBINATION 5(FORMULA 16-17) PEC5= 11421b NA NA LOAD COMBINATION 6(FORMULA 16-18) PEC6= 45lb NA NA MEMBER SIZES WEB FLANGE GAGE INTERACTION END CLOSET ABOVE HEADER,(LC:1,5&6) WebEC1 =3.5 FlangeEC1 = 1.5 GaugeEC1 = 18 IntEC1 = 0.171 END CLOSET ABOVE HEADER,(LC:2&3) WebEC2= 3.5 FlangeEC2= 1.5 GaugeEC2= 18 IntEC2= 0.078 END CLOSET ABOVE HEADER,(LC:4) WebEC3=3.5 FlangeEC3= 1.5 GaugeEC3= 18 IntEC3= 0.134 END CLOSET BEHIND JAMB WebEwc, = 3.5 FlangeEwC1 = 1.5 GaugeEwC1 = 16 IntEwC1 = 0.695 END CLOSET BEHIND JAMB WebEWC2= 3.5 FlangeEWC2 = 1.5 GaugeEWC2= 12 IntEVVC2= 0.772 END CLOSET BEHIND JAMB WebEWC3=3.5 FlangeEWC3= 1.5 GaugeEWC3 = 12 IntEVVC3= 0.520 NUMBER OF COLUMNS USED FOR END WALL CLOSETS ColumnNumberEWC= 1 STUDS STUD LOADS UNIFORM LOAD MOMENT SIDE WALL STUD IN MID ZONE Wstud =27 plf MStud = 2261b ft SIDE WALL STUD IN END ZONE WStude = 32 pIf MStude = 2741b ft MEMBER SIZES WEB FLANGE GAGE INTERACTION SIDE WALL STUD(MID) WebStud = 3.5 FlangeStud= 2 Gaugestud= 18 IntSt d = 0.280 SIDE WALL STUD(END) WebStude = 3.5 Flangestude = 2 Gaugestude= 18 IntStude = 0.341 P30113-[AQI.mcd 5 9/12/2005