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30441-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31158 Date: 09114/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 1200 THERESA DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 115 Block 13 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 22, 2004 pursuant to which Building Permit No. 30441-Z dated JUNE 25, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GREENHOUSE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to ROBERT & ROBERTA TERRANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2040336 01/26/05 PLUMBERS CERTIFICATION DATED N/A Aut rized Signature Rev. 1/81 kald Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT I: - TOWN HALL 765-1802 4 0 13 2005 APPLICATION FOR CERTIFICATE OF OCCUP CY 1 — - __j I 0 This application must be filled in by typewriter or ink and subtuitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building $25.00, Additions to accessol} building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Corimiercial $15.00 1 Date. t-' ( 3-0$ New Construction: _ `� _Old or Pre-existing Building: _ _(check one) Location of Property: esg NKVC MATT(p-�K House No. `` Street Hamlet Owner or Owners of Property: _Lb er C gen�0 Suffolk County Tax Map No 1000, Section Block_ Lot Subdivision_ Filed Map._ Lot: Permit No. 3 0 `-1 Y ! Date of Pernut. Applicant. tE-V_4v_U Health Dept. Approval: _ J Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ `r _ (check one) Fee Submitted: $ R� 6 C� D3 Applicant Signature �6 X311 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30441 Z Date JUNE 25 , 2004 Permission is hereby granted to : ROBERT & ROBERTA TERRANO 1200 THERESA DRIVE MATTITUCK,NY 11952 for CONSTRUCTION OF AN ACCESSORY GREENHOUSE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 1200 THERESA DR MATTITUCK County Tax Map No. 473889 Section 115 Block 0013 Lot No. 014 pursuant to application dated JUNE 22 , 2004 and approved by the Building Inspector to expire on DECEMBER 25, 2005 . Fee $ 249 . 00 ut orize Signature ORIGINAL Rev. 5/8/02 rPLrL3 r.P cP O 5 THIS CERTIFICATE OOCOMPLIANCE E E NNEW YORK BOARD FFIRE 5 O UNDERWRITERS RIT ERS BUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 CC5 5 CERTIFIES THAT Upon the application of upon premises owned by 5 ROBERTTERRANO ROBERTTERRANO 5 5 1200 THERESA DRIVE 1200 THERESA DRIVE 5 5 MATTITUCK, NY 11952 MATTITUCK, NY 11952 5 C5 5 Located at 1200 THERESA DRIVE MATTITUCK. NY 11952 5 C 5 Application Number: 2040336 Certificate Number: 2040336 5 5 5 Section: Block: Lot: Building Permit: 5 #30441 BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, green house, 5 55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of January, 2005. 5 5 Name QTY Rate Ratin Circuit Type 5 Miscellaneous 5 1-BLOWER motor "F" l-VENT motor"F" 5 Appliances and Accessories 'S Pump Motor 1 0 F.H.P. 5 5 5 Furnace 1 0 Gas 5 Exhaust Fan 2 0 F.H.P. �5 5 Time ClocluSwitch 1 0 ,��' 5 5 Panels 1 60 4 111 Wiring and Devices .511' Outlet 1 0 Fixture 5 SFixture 1 0 Flourescent 5 Outlet 10 0 General Purpose 5 5 Receptacle 5 0 General Purpose 5 Switch 5 0 General Purpose 5 Receptacle 1 0 GFCI seal 55 5 1 of 1 f-1, 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o I� a 765-1802 BUILDING DEPT. /,4NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ,�� 'I C-)/- - REMARKS• DATE C INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /J REMARK tr Y DATE �� ��S INSPECTOR /� TOWN OF SOWTHOLD PROPERTY RECORD CARD. OWNER STREET 1Zr VILLAGE DIST. SUB. kt& 9 f v RG bp-ft no .ors FORMER OWNER N E ACR. vompnov)-54 c-* o � d IZpa {tee r aS is S W TYPE OF BUILDING A• / OSPINOWSK! IES. 016 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL /DATE REMARKS a,- (. J , �.�^ ..f' ye' / LIA/ t i►�y �/ � /D � ,5A?100SAIVOWGKI e� 12 o0 ID0 p / O d -r. —7 y Te R. 2 A T I o v �� o o S` 3 6 a 3 /z Rrl i 6 1/l 1 v u U lam" b U t4 6 VA fe G� o A 7 o D DING C DIT/O NEW/46a o L LEVP 7l� 7 �k _ Sr In ) !3 9z- 3P r FARM AcreValue Per Value I(a5r5ao /(oou 7�0o Acrea'jd,' aao --o Ietrcna'� nrs• ru (o o r s �- rillable 2 Tillable 3 Noodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD lousePlotDEPTH BULKHEAD "otal DOCK . .• e■■■■■■ ■■■■■■■■■■■■■■E■■■E EE■E■E� ■■■■■■E■E■■N■■■■■■■ NOON■■ ■■■■■■■■■■■■■e■■■■■ f , ar,:s , .,,; ■■■■■■ ONES■■■■■■■■■■■■N■■ _, � ;� , �;�� NOON■■■ ■■■■■■■■■■■■■■■■■■■ • �� �E■■■■■■�■■Sir.■■■■e■■e■■■■�■■ ■■■■■Ns=■e■■■■e> Nim■■■ ■■■■■■i ■■■e■! e NOON■Nee■i■■�■■ ■■■■�■i ■■e■■■e e■■■■■ira►�:■iee■■i■■e■■■� ■■■■emmonsomm ■■■■■Q■■■i �i�r�■N■,■■■Seep ■e■■■e■ ■Neozaeme■■■■■■■■Ee :• IN • Air 4 FIELD INSPECTION REPORT DAZE MMMs 7 L FOUNDATION(1ST) L y ----------------------------------- FOUNDATION(2ND) 0 y ROUGH FRAMING& r PLUMBING U INSULATION PER N.Y. STATE ENERGY CODE r O L-otot FINAL ADDITIONAL COMMENTS 2 : c' z m O z M TOMA SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIL N DEPARTMENT Do you have or need the following,before applying? TOW HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. t 30441 Check Septic Form N.Y.S.D.E.C. Trustees Examined Z '20 Contact: Approved__ _,20__�( Mail to: Disapproved a,'c /J Phone: Expiration C ,20_ ui 1 g In JUN 2 2 20 APPLICATION FOR BUILDING PERMIT f JJ Date e' 22 20-O n _J INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. o U a"� ��_ (Signature of applicant or name,if a corporation) 12Ao -AeWSA AR. 14Rr7liKK by lou (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder p��E2 Name of owner of premises r V/,L (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Ito- THtrltE(a bac•-jr . MAT71Txlc House Number Street Hamlet County Tax Map No. 1000 Section Block 13 Lot Subdivision DEC P ]wtA cftEr C s rartr Filed Map No. `f?-rC Lot 9 --ty (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S1r e.£ FA m4 49 1 of. ck b. Intended use and occupancy 6 Rf&.-+wk. >�r, I 3. Nature of work (check which applicable): New Building `� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I2 60o, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front rob'. t Rear 1 o R .L Depth Z8 Height 16 Number of Stories 1 Dimensions of same structure with alterations or additions: Front /D 8 •L Rear IDs. L- Depth zC • 3 Height 16 Number of Stories 1 8. Dimensions of entire new construction: Front 30 Rear 3c, Depth 3 (a Height I Y•S ' Number of Stories 1 9. Size of lot: Front 1 9a, Rear 2 yo Dept 2l o 10. Date of Purchase 92 Name of Forme r'Owner kEey ,. -1 ,oil A 1-� I ►1A,.awS C 11. Zone or use district in which premises are situated S' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO-Yj 13. Will lot be re-graded? YES NO_);C Will excess fill be removed from premises? YES NO')C n r 14. Names of Owner of premises Irb b�.t �R2n o Address 1 NASA 11Q phone No. G3 t - 74g-'71 s_7 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t 2Z of 20 Notary Pu Signature of Applicant PATRICIA CORWIN Notary Public,State of New York No.O1CO5011852 Oualified in Suffolk County 'cmmission Expires Sept 13, STRING LAYOUT AND ANCHOR POST SETTINGS I AK"POSTS I LEVEL lad If $4KS LEVEL U[ J WE. ALL Amo POSTS i 9100 K LEVEL 5/16' X 4' CARkACE TOE DOLT R NUI G°aND DOAK BOLI T w TOC BOW 24'-31' 1 AKIION POST NOTE:VERIFY SPACINGS FROM YOUR ORDER. IN COIPAEI[ DETAIL Of SEE TOE BOARD A'4 AKHM KSI NOTE:ALL ANCHOR POSTS SHOULD BE LEVEL. SITE SHOULD BE LEVEL FROM SIDE TO SIDE,BUT CAN HAVE UP TO A 2%GRADE FROM END TO END(2'PER 100'IN LENGTH). •WHEN YOU HAVE MEASURED AND SQUARED YOUR SITE,SET THE 4 CORNER POSTS TO III THE EXACT WIDTH AND LENGTH (MEASURE OUTSIDE TO OUTSIDE).SET THE POSTS LEAVING APPROXIMATELY r ABOVE GROUND. 'TIE A STRING 1'FROM THE TOP OF THE CORNER POSTS AND PULL TIGHT. SET ALL INTERMEDIATE POSTS TO THE REQUIRED SPACING AND DEPTH(TOP OF POST 1'ABOVE THE STRING LINE). USE A LEVEL TO PROPERLY ALIGN THE POSTS. IT IS VERY IMPORTANT TO SET ALL POSTS STRAIGHT, LEVEL AND THE SAME HEIGHT. 'IF YOU SET THE ANCHOR POSTS IN CONCRETE,WAIT 24 HOURS BEFORE ATTACHING THE SIDE TOE BOARD(2 X 6 P.T.LUMBER). HOLDING THE TOE BOARD IN PLACE, INSERT A 511W DRILL BIT IN THE PRE PUNCHED HOLE IN THE ANCHOR POSTS AND DRILL THROUGH THE TOEBOARD.ATTACH THE TOEBOARD WITH THE 5116"X 4'CARRIAGE BOLTS AND NUTS PROVIDED. PAX 3 — ATLAS CFEEMOUSE SYSTE!AS FRICE BUSTER V/lC,1,[ O.T DM LOT o; 186.34' N. 80' I T 00' E. , _ o /6•2' 28.3' — • �i M o LOT 41 VO • Y_ 6 dU � � a B k r CII 28.3 w-1 aoo��� A AREA = 45, 120 sq.ft. l✓ 400 RSG SURVEY OF CERTIFIED TO, LOTS 9 & 10 HENRY ROMANOWSKIQ hi(XE(i`R5p( $TATES'rr JOAN ROMANOWSKI MW AN BIW MZNNVV 4M AT MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. /�ctia^3�'.t' 1000 - 1fb - 1S - 14 Scale: 1" = 30' -F July 14, 1992 F0F NES f N.Y.S. LIG NO. 49618Prepased In accordance with the n**mm standorak for N8e surveys as estabMad �Cp11 C SURVEYORS, P.G"VEYORS, P.C. by the LIA.L.S. and approved and odopled (516) 765 - 5020 tar such use by The New York Slate Lard P. O. BOX 909 Title Assocallon. MAIN ROAD SOUTHOLD, N.Y. 11971 92-223 Project Job Ret. ATLAS GREENHOUSE SNOW ARCH GREENHOUSE Client Sheet oohev. SYSTEMS, INC. BOB TERRANO, Mattitedc, NY 1 HWY 82 EAST Calc.by Date Chck•d by Date Appd by gate ALAPAHA, GA 31622 Naeern 6-13-04 TABLE OF CONTENT AP R�V DB AS NOTED DATE: 6 ZJ B.P.N30q41-h Design Loads and Framing Summary –Page 1 - 3 Roof Purlin Design Page 4 TIOTIFY BOLDING By AT Bows & Strong Post Design -Page 8 -769-1802 8 AM TO 4 PM FOR THE Framing Analysis— Page 12 F LOWING INSPECTIONS: 17TOUNDATION - TVVO REQUIRED FOR POURED CONCRETE UNDERWRITERSCERTIFICA 2, ROUGH - FRAMING & PLUMBING REQUIRED 3. INSULATION 4. FINAL - CONSTRUCTION MUST 30'X 36' SNOW ARCH FREE STANDING GREENI9OU LETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW FRAMING SUMMARY: YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 30' wide x 36' Long x 6' Sidewall Height / 14'-6" Peak Height Post and Bows Frames at 4' Spacing w/Strong Post @ 4' from each side Bows 1.90" dia. x 14 GA Galvanized Steel Pipes, 50 ksi Steel Truss 1.66" dia. x 17 GA Galvanized Steel Pipes, 40 ksi Steel Strong Posts: 2" x 2" x 14 GA Galvanized Steel Tubes, 50 ksi Steel Gusset Brace : 1.315" dia. x 17 GA Galvanized Steel Pipes, 45 ksi Steel Typical Roof Purlins : 1.315" x 17 GA Round Pipes, 45 ksi steel Coverings Polyethylene Greenhouse Film DESIGN LOADS: ALL MISTRUCTIONSHALL WET TIS RMUIREMEWS OF THE COO OF NEW YORK STATE Design Code: IBC 2000 Live Load: 10 psf Ground Snow 30 psf 0�p< NEW y 9 Wind Load: 120 mph w/ 3 second gust * � W Building Category IV, AYj!CnMNCY OR Importance Factors: mypFo Seismic 1.0o USE IS UNLAWFUL AIy' Ss% llPv Snow 0.80 WITHOUT CERTIFICATE Wind 0-77 OF OCCUPANCY Project Job Ref. ATLAS GREENHOUSE SNOW ARCH GREENHOUSE SYSTEMS, INC. ateryt Shoot W.rev. BOB TERRANO, Mattitedc, NY 2 HWY82EAST Caaby Date Chard by Dare APP'dby Date ALAPAHA, GA 31622 Naeem 6-1304 ROOF SNOW LOAD: Pf = 0.7CeCtIPg Pg = 30 psf I = 0.8 Ce = 1.0 Ct = 0.85 (Warm Roof 50 F or more for Greenhouse) Uniform Snow Load = 0.7x.8x.85x30 = 14.28 psf SL applied to frame analysis = 14.28psf x 4' /1000 = 0.057 k/ft WIND LOAD: qz = 0.00256 Kz Kzt Kd V2 I KZ = 1.09 Kzt = 1.00 Kd = 0.85 1 = 0.77 V = 120 mph qz = .00256 x 1.09 x 1 x 0.85 x 0.77 x120x120 = 26.3 psf See Input for P values for each surface WIND COEFFICIENTS: C1 C2 C3 C4 C5 C6 WL1 .36 .77 .65 .65 .77 .61 SEO NEW WI-2 71 .41 .29 .29 .29 .24 C3 9 LONG. WL -.66 1.25 .98 .98 .71 .66 {t ZZs 65252 �OpAOFESSIONP�� 30` X K Co ,LU /14- TIEh IC 1-i 1 zAN"w ttl�•.. n Cus-r 606 7C-R-P-1 lO MA'TTrrECK , &. y 3o p=q SL IZo MPl4 WL ITEC ZOOO C°CE R•A r ) 1s4C. SV"M ARS( F NE 6y 1 -315 I"1GA S�P� 09 PURLIr.15 (gSksl) cl 2 / �4`�A�OFE69252 i Tz,Jss (4.0ide,i I \. j I,q x 146A sows (so K51 ) �. 41 °�G (T-f P.) ZxZY14G/� Z x i x 14 GA ST P- POIT E 11 P N/k LL {�zp�, 1 rJ6 L4�K41) ` 1/411�A-BLE 4 From P�otA Side 16 IZAc C E 1 315 A. W Ge0 i 192 Ia V AG1= 4 CFS Version 4.11 Page 1 Section: Section 1.sct Naeem Akhter Cylindrical Tube 1.315sx0.058 Naeem Akhter 30'SNOW ARCH Rev. Date:6/131200411:03:53 AM By: Naeem Akhter -I Section Inputs Material: [A570 Grade 451 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 45 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Cylindrical Tube, Thickness 0.058 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Closed shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.3150 0.000 0.59950 None 0.000 0.0000 0. 6575 2 1.3150 90.000 0.59950 None 0.000 0.0000 0.6575 3 1.3150 180.000 0.59950 None 0.000 0.0000 0.6575 4 1.3150 -90.000 0.59950 None 0.000 0.0000 0.6575 S CFS Version 4. 11 Pagel Analysis:Analysis 2.anl Naeem Akhter 9-Span Continuous Beam Naeem Akhter BOB TERRANO-30'SNOW ARCH Rev. Date: 61131200411:10:03 AM By: Naeem Akhter Analysis Inputs Members Section File Revision Date and Time 1 Section l.sct 6/13/2004 11:03: 53 AM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 36.000 Bottom 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.000 2.000 1.0000 2 XT 1.000 1.000 1.0000 3 XT 2.000 1.000 1.0000 4 XT 3.000 1.000 1.0000 5 XYT 4.000 2.000 1.0000 6 XT 5.000 1.000 1.0000 7 XT 6.000 1.000 1.0000 8 XT 7.000 1.000 1.0000 9 XYT 8.000 2.000 1.0000 10 XT 9.000 1.000 1.0000 11 XT 10.000 1.000 1.0000 12 XT 11.000 1.000 1.0000 13 XYT 12.000 2.000 1.0000 14 XT 13.000 1.000 1.0000 15 XT 14.000 1.000 1.0000 16 XT 15.000 1.000 1.0000 17 XYT 16.000 2.000 1.0000 18 XT 17.000 1.000 1.0000 19 XT 18.000 1.000 1.0000 20 XT 19.000 1.000 1.0000 21 XYT 20.000 2.000 1.0000 22 XT 21.000 1.000 1.0000 23 XT 22.000 1.000 1.0000 24 XT 23.000 1.000 1.0000 25 XYT 24.000 2.000 1.0000 26 XT 25.000 1.000 1.0000 27 XT 26.000 1.000 1.0000 28 XT 27.000 1.000 1.0000 29 XYT 28.000 2.000 1.0000 30 XT 29.000 1.000 1.0000 G CFS Version 4.11 Page 2 Analysis:Analysis 2.ani Naeem Akhter 9-Span Continuous Beam Naeem Akhter BOB TERRANO-39 SNOW ARCH Rev. Date: 6/13/200411:10:03 AM By: Naeem Akhter 31 XT 30.000 1.000 1.0000 32 XT 31.000 1.000 1.0000 33 XYT 32.000 2.000 1.0000 34 XT 33.000 1.000 1.0000 35 XT 34.000 1.000 1.0000 36 XT 35.000 1.000 1.0000 37 XYT 36.000 2.000 1.0000 Loading: Dead Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 36.000 0.00 0.00 k/ft Loading: Snow Load - Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 36.000 -0.04 -0.04 k/ft Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 36.000 0.11 0.11 k/ft Load Combination: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: D+S Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Snow Load 1.0000 Load Combination: D+W Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 Load Combination: 0.6D+W Loading Factor 1 Beam Self Weight 0.6000 2 Dead Load 0.6000 3 Wind Load 1.0000 Load Combination: 0.6D+0.7E Loading Factor 1 Beam Self Weight 0.6000 2 Dead Load 0.6000 3 Earthquake Load 0.7000 CFS Version 4.11 Page 3 Analysis: Analysis 2.anl Naeem Akhter 9-Span Continuous Beam Naeem Akhter BOB TERRANO-30'SNOW ARCH Rev. Date: 61131200411:10:03 AM By: Naeem Akhter Member Check - 2001 AISI Specification - US (ASD) Load Combination: 0.6D+W Design Parameters at 32.0000 ft, Left side: Lx 4.0000 ft Ly 1.0000 ft Lt 1.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Section l.sct Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Bottom Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Total 0.0000 2.0759 0.2162 0.0000 0.0000 Applied 0.0000 2.0759 0.2162 0.0000 0.0000 Strength 2.6966 2.3224 1.9353 2.3224 1.9353 Effective section properties at applied loads: Ae 0.22904 in^2 Ixe 0.045333 in^4 Iye 0.045333 in^4 Sxe(t) 0.068946 in^3 Sye(l) 0.066946 in^3 Sxe(b) 0.068948 in^3 Sye(r) 0.066946 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.894 + 0.000 = 0.894 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.894 + 0.000 = 0.894 <= 1.0 AISI Eq. C3.3.1-1 (Mx, VY) 0.799 + 0.012 = 0.812 <= 1.0 AISI Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 CFS Version 4.11 Page 1 Section: Section 5.sct Naeem Akhter Cylindrical Tube 1.875ex0.083 Naeem Akhter ATLAS SNOW ARCH BOW MEMBER Rev. Date:6!7/20044:08:39 PM By: Naeem Akhter Section Inputs Material: [A572 Grade 501 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 50 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Cylindrical Tube, Thickness 0.083 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Closed shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.8750 0.000 0.85450 None 0.000 0.0000 0.9375 2 1.8750 90.000 0.85450 None 0.000 0.0000 0.9375 3 1.8750 180.000 0.85450 None 0.000 0.0000 0.9375 4 1.8750 -90.000 0.85450 None 0.000 0.0000 0.9375 Full Section Properties Area 0.46727 in^2 Wt. 0.0015887 k/ft Width 5.6297 in Ix 0.18797 in^4 rx 0.63425 in Ixy 0.00000 in^4 SX(t) 0.20050 in^3 y(t) 0.93750 in a 0.000 deg Sx(b) 0.20050 in^3 y(b) 0.93750 in Height 1.87500 in Iy 0.18797 in^4 ry 0.63425 in Xo 0.00000 in Sy(1) 0.20050 in^3 x(1) 0.93750 in Yo 0.00000 in Sy(r) 0.20050 in A3 x(r) 0.93750 in jx 0.00000 in Width 1.87500 in jy 0.00000 in I1 0.18797 in^4 rl 0.63425 in I2 0.18797 in^4 r2 0.63425 in Ic 0.37594 in^4 rc 0.89696 in Cw 0.00000 in A6 Io 0.37594 in^4 ro 0.89696 in 1 0.37513 in^4 CFS Version 4.11 Page 2 Section: Section 5.sct Naeem Akhter Cylindrical Tube 1.8750x0.083 Naeem Akhter ATLAS SNOW ARCH BOW MEMBER Rev. Date: Wr200":08:39 PM By: Naeem Akhter Fully Braced Strength - 2001 AISI Specification - US (ASD) Compression Positive Moment Positive Moment Pao 12.980 k Maxo 7.5037 k-in Mayo 7.5037 k-in Ae 0.46727 in^2 Ixe 0.18797 in^4 Iye 0.18797 in^4 Sxe(t) 0.20050 in^3 Sye(1) 0.20050 in^3 Tension Sxe(b) 0.20050 in^3 Sye(r) 0.20050 in^3 Ta 12.850 k Negative Moment Negative Moment Maxo 7.5037 k-in Mayo 7.5037 k-in Shear Ixe 0.18797 in^4 Iye 0.18797 in^4 Vay 4.387 k Sxe(t) 0.20050 in^3 Sye(1) 0.20050 in^3 Vax 4.387 k Sxe(b) 0.20050 in^3 Sye(r) 0.20050 in^3 DL + WL (Co VIjv01S� MeM . # iZ v � o • �4aK o , 53xtL L2,gb - .sov? 02 + c 0 . bS � I , o olL I� S� I qct DtA . x 14 GA Piet: 13owS a 4'—o S AcIN6 CFS Version 4.11 Page 1 Section: Section 2.sct Naeem Akhter Tube 2x2x0.083 Naeem Akhter BOB TERRANO-30'SA-STRONG POST Rev. Date:6/13/200411:28:27 AM By: Naeem Akhter 1 I Section Inputs Material: [A570 Grade 501 Apply strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 50 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Tube, Thickness 0.083 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Closed shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 2.0000 0.000 0.13600 Single 0.000 0.0000 1.0000 2 2.0000 90.000 0.13600 Single 0.000 0.0000 1.0000 3 2.0000 180.000 0.13600 Single 0.000 0.0000 1.0000 4 2.0000 -90.000 0.13600 Single 0.000 0.0000 1.0000 Full Section Properties Area 0.61115 in^2 Wt. 0.0020779 k/ft Width 7.3633 in Ix 0.36572 in^4 rx 0.7736 in Ixy 0.00000 in^4 SX(t) 0.36572 in^3 y(t) 1.0000 in a 0.000 deg Sx(b) 0.36572 in^3 y(b) 1.0000 in Height 2.0000 in Iy 0.36572 in^4 ry 0.7736 in Xo 0.0000 in Sy(1) 0.36572 in^3 x(1) 1.0000 in Yo 0.0000 in Sy(r) 0. 36572 in^3 x(r) 1.0000 in jx 0.0000 in Width 2.0000 in jy 0.0000 in I1 0.36572 in^4 rl 0.7736 in I2 0.36572 in^4 r2 0.7736 in Ic 0.73144 in^4 rc 1.0940 in Cw 0.00014 in A6 Io 0.73144 in^4 ro 1.0940 in 1 0.59999 in^4 II CFS Version 4.11 Page 2 Section: Section 2.sct Naeem Akhter Tube 2x2x0.083 Naeem Akhter BOB TERRANO-30' SA-STRONG POST Rev. Date: 6/13/200411:28:27 AM By: Naeem Akhter Fully Braced Strength - 2001 AISI Specification - US (ASD) Compression Positive Moment Positive Moment Pao 18.220 k Maxo 12.343 k-in Mayo 12.343 k-in Ae 0.61115 in^2 Ixe 0.36572 in^4 Iye 0.36572 in^4 Sxe(t) 0.36572 in^3 Sye(1) 0.36572 in^3 Tension Sxe(b) 0.36572 in^3 Sye(r) 0.36572 in^3 Ta 19. 638 k Negative Moment Negative Moment Maxo 12.343 k-in Mayo 12.343 k-in Shear Ixe 0.36572 in^4 Iye 0.36572 in^4 Vay 4 .862 k Sxe(t) 0.36572 in^3 Sye(1) 0.36572 in^3 Vax 4.862 k Sxe(b) 0.36572 in^3 Sye(r) 0.36572 in^3 CHECK ST (zESSSr> b , DL 1 WL 5 ) r n I , 15 d ,'Is x iz IS .Zi it• 343 Ste__ ix 'L x 14 4A ST Ra N(5 Pos -r C�. 4' F2oM :EA(H S )PE 1 � ® .bbftI Shed No Rev 30'X36'X6'SW Shed 1 Part Sdt .licensed to Naeem Akhe,PE Jeb Twe 3(r x 36' SNOW ARCH Rd By Naeem DMe(X .IUn-04 Cad Clem BOB TERRANO,MATTITECK,NY Fae 3M06 SNOW ARCH.std 0818�"n8 12Jun-21104 11:41 9 8 er 10 25 11 19 18 5' 1 2 4 23 12 t27 t26-----*4, 113 3 t14 Load 1 .SO 1 NT NUM O-em Pnni mme/Date:12/08200414'37 STAAD.Pro for Windows Release 2003 Pets Run 1 at 1 I"s ® JOE NoI Sheet NO Rev 30'X36'X6'SW 1 SOfhvam IlcenaeE to Naeem Akh a,,PE Part Job Tme 30'x 36 SNOW ARCH Ref 8' Naeem D8tenjun-04 cm c`801 BOB TERRANO,MATTITECK,NY Fee 3(Y)W SNOW ARCH.std DoWnme 12-Jun-20D4 11.-41 10 7- w c- 11 24 23 �� • 27 1 — 18 _ f22 17 36 Gf�Z t37 / G5 /\ 431 14 C I 15 39 .38 6 1 G fa Load 1 MEr � 13ER Nu1-4 12S � If► I ►� 17 c���- rIc1�N7� Pnm T,maM.h, 1bD 02 uat STAAD.Pro for Windows Release 2003 Pnm Run 1 of J i4 ® JOE eb1 ee[No Rev 0'X36'X6'SW Softam lic setl to Naeem AkMer,PE Pert Job TOO 3Y x W SNOW ARCH Ret By Naeem oata03-Jun-04 cm Client BOB TERRANO,MATTITECK,NY Fle 30)06 SNOW ARCHsM Datelnme 12-Jun-2004 11:41 A . 11f�l� jdi�i l . l�i Ilii 1 � it, 19 18Rn io C Load 4 IN INP LOhD Prim T.ei ate:lzosrzoa 14:39 STAAO.Pro for WindPNe Release 2003 Print Run 1 N 1 IS ® JobNO0 X SN Na Rev 3 ' 36'X6' SW Shad 1 6P am liven M Naeem Ak ,PE Pert Joe Tdw 30 x 38' SNOW ARCH Ref By Naeem ° eMJun-04 Cna CIS BOB TERRANO,MAT nTECK NY Fib 30X38'SNOW ARCH.std DetaRma 08-Jun-2004 18:12 i III � ; I•ililill I '�I I , 23 24 36 8 _22 18 ... -25 17 {, 132 14 I �. 31 40 5 33l 1 3 2 15 38 39 16 �x 3 Load 2 UNIFORM Sooty LORI, Pnnt nme ate:08/08200418 2I STAAD.Pro for Windows Rekme 2003 PNM Run 1 M 1 ® jl)bwI Sliest Na Rav 3O'X36'X6' SW 1 SMlwere Iicenee0 b Naeem MMer.PE Part Ja Title 31Y X 36 SNOW ARCH Ref By Naeern Dal Cw cnem BOB TERRANO,MATT1TECK,W Fle 30SW SNOW ARCH.std ° XeB 08-Jure-200418:12 i ,li8 9' ai III' i Si 22 23 24.25 1'1 36 17 18 19 37 °1 32 41 ell 31 533 3 14 12 �8 39 15 I� x 16 l 3 Load 3 OIv f3ALAOC-Eb SNOW LohP PnM Til flal0f120f1s 18ze STAAD.Pfo for Wtrl Ium Release 2003 POM Run 1 of 1 Saturday, June 12, 2004, 11:51 AM PAGE NO. 1 err++r++rr+fr+rffxr rrrrrr rrrreerrrrrr+r+xxr++rrfr+xr r x * STAAD.Pro r + Versioa 2003 H1Q 1003.OS * Proprietary Program, of * Research Enginwrs, Intl. * Data= JON 12, 2004 + Time= 11:51:28 * USER ID: Naess Akhtar, PE x rrrrerrrxxxxx++++rrrrrrrrrrerrerrx++xx++x++f r++xrf xr INPUT FILE: 30'x36' SNOW ARCH.STD 1. STAAD SPACE 2. START JOB INFORMATION 3. JOB NAME 30' X 36' SNOW ARCH 4. JOB CLIENT BOB TERRANO, MATTITECK, NY 5. JOB NO 30'X36'X6' SW SNOW ARCH 6. ENGINEER NAME NAEEM 7. ENGINEER DATE 03-JUN-04 8. END JOB INFORMATION 9. INPUT WIDTH 79 10. UNIT INCHES KIP 11. JOINT COORDINATES 12. 1 0 0 0; 2 0 40.668 0; 3 0 63 0; 4 13.308 84.48 0; 5 81 122.232 0 13. 6 126.568 148.764 0; 7 162 167.412 0; 6 180 174 0; 9 196 167.412 0 14. 10 231.432 148.764 0: 11 279 122.232 0; 12 346.692 84.48 0: 13 360 63 0 15. 14 360 40.668 0; 15 360 0 0; 16 141 122.232 0; 19 219 122.232 0; 20 47.148 0 0 16. 21 312.852 0 0; 22 47.148 103.356 0; 23 312.846 103.356 0; 24 64.074 112.794 0 17. 25 295.923 112.794 0; 26 47.148 85.356 0; 27 312.847 85.356 0 18. MEMBER INCIDENCES 19. 1 1 2; 2 2 3; 3 3 4; 6 5 6; 7 6 7; 8 7 8; 9 6 9; 10 9 10; 11 10 11; 14 12 13 20. 15 13 14; 16 14 15; 17 5 18; 18 18 19; 19 19 11; 22 6 18; 23 18 7; 24 19 9 21. 25 19 10; 27 11 25; 31 4 22; 32 22 24; 33 23 12; 34 22 26; 35 23 27; 36 24 5 22. 37 25 23; 38 26 20; 39 27 21; 40 26 24; 41 25 27; 42 4 26; 43 27 12 23. DEFINE MATERIAL START 24. ISOTROPIC STEEL 25. E 29000 26. POISSON 0.3 27. DENSITY 0.000283 28. ALPHA 6.5E-006 29. DAMP 0.03 30. END DEFINE MATERIAL 31. MEMBER PROPERTY AMERICAN 32. 1 TO 3 6 TO 11 14 TO 16 27 31 TO 33 36 37 TABLE ST PIPS15 33. 17 TO 19 22 TO 25 40 TO 43 TABLE ST PIPS12 34. 34 35 38 39 TABLE ST TUB20203 35. CONSTANTS 36. MATERIAL STEEL MEMB 1 TO 3 6 TO 11 14 TO 19 22 TO 25 27 31 TO 43 37. SUPPORTS 38. 1 20 21 PINNED 39. 15 FIXED BUT MY MZ 40. UNIT FEET KIP C;\Spro2003\STAAD\NAEEM\30'x36' SNOW ARCH.anl Page I of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 2 QQ Q 41. LOAD 1 DL 42. MEMBER LOAD 43. 3 6 TO 11 14 27 31 TO 33 36 37 UNI GY -0.004 44. LOAD 2 SL 45. MEMBER LOAD 46. 3 6 TO 11 14 27 31 TO 33 36 37 UNI GY -0.057 47. LOAD 3 UNBAL SL 48. MEMBER LOAD 49. 3 6 TO 8 31 32 36 UNI GY -0.057 50. LOAD 4 WL 51. MEMBER LOAD 52. 1 2 UNI GX 0.038 53. 3 14 UNI GY 0.081 54. 6 TO 11 27 31 TO 33 36 37 UNI GY 0.068 55. 15 16 UNI GX 0.064 56. LOAD COMB 5 DL + SL 57. 1 1.0 2 1.0 58. LOAD COMB 6 DL + UNBAL SL 59. 1 1.0 3 1.0 60. LOAD COMB 7 DL + 0.75WL + 0.75SL 61. 1 1.0 4 0.75 2 0.75 62. LOAD COMB 8 0.6DL + WL 63. 1 0.6 4 1.0 64. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/M]nm%ER+ELEMENTS/SUPPORTS = 25/ 33/ 4 ORIGDNAL/PIlAL BAND-WIDTH= 20/ 4/ 30 DOF TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM - 137 SIZE OF STIFFNESS MATRIX = 5 DOUBLE KILO-WORDS REORD/AVAIL. DISK SPACE - 12.1/ 18843.2 MB, ZXM24 - 1306.3 MI 65. PRINT SUPPORT REACTION LIST 1 15 C:jSpro2003\STAADWAEEM\30'x36' SNOW ARCH.anl Page 2 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 3 1 q SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE a SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-E mm-X MM-Y MCLS E 1 1 0.00 -0.01 0.00 0.00 0.00 0.00 2 -0.01 -0.18 0.00 0.00 0.00 0.00 3 -0.01 -0.11 0.00 0.00 0.00 0.00 4 -0.14 -0.04 0.00 0.00 0.00 0.00 5 -0.01 -0.19 0.00 0.00 0.00 0.00 6 -0.01 -0.12 0.00 0.00 0.00 0.00 7 -0.12 -0.18 0.00 0.00 0.00 0.00 8 -0.14 -0.05 0.00 0.00 0.00 0.00 15 1 0.00 -0.01 0.00 0.00 0.00 0.00 2 0.01 -0.18 0.00 0.00 0.00 0.00 3 0.00 -0.07 0.00 0.00 0.00 0.00 4 -0.23 0.31 0.00 0.00 0.00 0.00 5 0.01 -0.19 0.00 0.00 0.00 0.00 6 0.00 -0.08 0.00 0.00 0.00 0.00 7 -0.16 0.09 0.00 0.00 0.00 0.00 8 -0.23 0.31 0.00 0.00 0.00 0.00 END OF LATEST ANALYSIS RESULT 66. PRINT ANALYSIS RESULTS C:\Spro2003\STAAD\NAEEM\30'x36' SNOW ARCH.anl Page 3 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 4 20 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE : SPACE ------------------ JOINT LOAD X-TRANS Y-TRANS E-TRANS X-ROTAN Y-ROTAN S-ROTAN 1 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00002 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00023 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00003 4 0.00000 0.00000 0.00000 0.00000 0.00000 -0.02330 5 0.00000 0.00000 0.00000 0.00000 0.00000 0.00024 6 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00001 7 0.00000 0.00000 0.00000 0.00000 0.00000 -0.01729 8 0.00000 0.00000 0.00000 0.00000 0.00000 -0.02329 2 1 -0.00147 0.00002 0.00000 0.00000 0.00000 0.00008 2 -0.02096 0.00031 0.00000 0.00000 0.00000 0.00110 3 -0.00724 0.00019 0.00000 0.00000 0.00000 0.00060 4 0.80836 0.00008 0.00000 0.00000 0.00000 -0.01396 5 -0.02243 0.00033 0.00000 0.00000 0.00000 0.00118 6 -0.00871 0.00021 0.00000 0.00000 0.00000 0.00067 7 0.58908 0.00031 0.00000 0.00000 0.00000 -0.00957 8 0.80748 0.00009 0.00000 0.00000 0.00000 -0.01392 3 1 -0.00409 0.00003 0.00000 0.00000 0.00000 0.00016 2 -0.05822 0.00048 0.00000 0.00000 0.00000 0.00233 3 -0.02957 0.00029 0.00000 0.00000 0.00000 0.00147 4 1.03027 0.00012 0.00000 0.00000 0.00000 -0.00610 5 -0.06231 0.00051 0.00000 0.00000 0.00000 0.00249 6 -0.03365 0.00033 0.00000 0.00000 0.00000 0.00163 7 0.72495 0.00048 0.00000 0.00000 0.00000 -0.00267 8 1.02782 0.00014 0.00000 0.00000 0.00000 -0.00600 4 1 -0.00710 0.00192 0.00000 0.00000 0.00000 0.00002 2 -0.10117 0.02735 0.00000 0.00000 0.00000 0.00025 3 -0.05739 0.01772 0.00000 0.00000 0.00000 0.00012 4 1.08825 -0.03588 0.00000 0.00000 0.00000 0.00039 5 -0.10826 0.02927 0.00000 0.00000 0.00000 0.00027 6 -0.06449 0.01964 0.00000 0.00000 0.00000 0.00013 7 0.73321 -0.00448 0.00000 0.00000 0.00000 0.00050 8 1.08399 -0.03473 0.00000 0.00000 0.00000 0.00041 5 1 -0.00031 -0.00990 0.00000 0.00000 0.00000 -0.00040 2 -0.00440 -0.14101 0.00000 0.00000 0.00000 -0.00565 3 0.01457 -0.10723 0.00000 0.00000 0.00000 -0.00446 4 0.97410 0.16454 0.00000 0.00000 0.00000 0.00661 5 -0.00471 -0.15090 0.00000 0.00000 0.00000 -0.00605 6 0.01426 -0.11713 0.00000 0.00000 0.00000 -0.00485 7 0.72696 0.00775 0.00000 0.00000 0.00000 0.00032 8 0.97391 0.15860 0.00000 0.00000 0.00000 0.00637 6 1 0.00039 -0.01151 0.00000 0.00000 0.00000 0.00003 2 0.00557 -0.16397 0.00000 0.00000 0.00000 0.00044 3 0.02462 -0.12873 0.00000 0.00000 0.00000 0.00003 4 0.96178 0.19267 0.00000 0.00000 0.00000 -0.00049 5 0.00596 -0.17548 0.00000 0.00000 0.00000 0.00047 6 0.02501 -0.14024 0.00000 0.00000 0.00000 0.00006 7 0.72590 0.01002 0.00000 0.00000 0.00000 0.00000 8 0.96202 0.18577 0.00000 0.00000 0.00000 -0.00047 C:1Spro20031STAADINAEEM130'X36' SNOW ARCN.anl Page 4 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 5 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE m SPACE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN S-ROTAN 7 1 0.00049 -0.01190 0.00000 0.00000 0.00000 0.00006 2 0.00694 -0.16960 0.00000 0.00000 0.00000 0.00080 3 0.02752 -0.13599 0.00000 0.00000 0.00000 0.00180 4 0.95972 0.20012 0.00000 0.00000 0.00000 -0.00093 5 0.00743 -0.18150 0.00000 0.00000 0.00000 0.00085 6 0.02801 -0.14789 0.00000 0.00000 0.00000 0.00186 7 0.72548 0.01095 0.00000 0.00000 0.00000 -0.00004 8 0.96001 0.19298 0.00000 0.00000 0.00000 -0.00089 8 1 -0.00002 -0.01063 0.00000 0.00000 0.00000 0.00000 2 -0.00024 -0.15144 0.00000 0.00000 0.00000 0.00000 3 0.00523 -0.07573 0.00000 0.00000 0.00000 0.00357 4 0.96809 0.17898 0.00000 0.00000 0.00000 0.00003 5 -0.00025 -0.16206 0.00000 0.00000 0.00000 0.00000 6 0.00522 -0.08636 0.00000 0.00000 0.00000 0.00357 7 0.72587 0.01003 0.00000 0.00000 0.00000 0.00002 8 0.96808 0.17261 0.00000 0.00000 0.00000 0.00003 9 1 -0.00052 -0.01190 0.00000 0.00000 0.00000 -0.00006 2 -0.00740 -0.16958 0.00000 0.00000 0.00000 -0.00080 3 0.02035 -0.03362 0.00000 0.00000 0.00000 0.00100 4 0.97680 0.20107 0.00000 0.00000 0.00000 0.00098 5 -0.00792 -0.18148 0.00000 0.00000 0.00000 -0.00085 6 0.01983 -0.04552 0.00000 0.00000 0.00000 0.00095 7 0.72652 0.01172 0.00000 0.00000 0.00000 0.00008 8 0.97649 0.19393 0.00000 0.00000 0.00000 0.00094 10 1 -0.00042 -0.01150 0.00000 0.00000 0.00000 -0.00003 2 -0.00602 -0.16393 0.00000 0.00000 0.00000 -0.00044 3 0.01883 -0.03524 0.00000 0.00000 0.00000 -0.00042 4 0.97562 0.19521 0.00000 0.00000 0.00000 0.00054 5 -0.00644 -0.17544 0.00000 0.00000 0.00000 -0.00047 6 0.01841 -0.04675 0.00000 0.00000 0.00000 -0.00045 7 0.72678 0.01195 0.00000 0.00000 0.00000 0.00004 8 0.97537 0.18831 0.00000 0.00000 0.00000 0.00052 11 1 0.00028 -0.00989 0.00000 0.00000 0.00000 0.00040 2 0.00396 -0.14094 0.00000 0.00000 0.00000 0.00565 3 0.01875 -0.03376 0.00000 0.00000 0.00000 0.00119 4 0.96456 0.16933 0.00000 0.00000 0.00000 -0.00659 5 0.00424 -0.15083 0.00000 0.00000 0.00000 0.00605 6 0.01903 -0.04365 0.00000 0.00000 0.00000 0.00159 7 0.72667 0.01140 0.00000 0.00000 0.00000 -0.00031 8 0.96473 0.16340 0.00000 0.00000 0.00000 -0.00635 12 1 0.00707 0.00192 0.00000 0.00000 0.00000 -0.00002 2 0.10069 0.02733 0.00000 0.00000 0.00000 -0.00025 3 0.04355 0.00963 0.00000 0.00000 0.00000 -0.00013 4 0.84546 -0.03717 0.00000 0.00000 0.00000 0.00105 5 0.10775 0.02925 0.00000 0.00000 0.00000 -0.00027 6 0.05062 0.01155 0.00000 0.00000 0.00000 -0.00015 7 0.71668 -0.00546 0.00000 0.00000 0.00000 0.00059 8 0.84970 -0.03602 0.00000 0.00000 0.00000 0.00104 C:\Spro2003\STAAD\NARRM\30'x36' SNOW ARCH.an1 Page 5 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE N0. 6 22 JOINT DISPLACMMNT (INCH RADIANS) STRUCTURE TYPE - SPACE ------------------ JOINT LOAD X-TRANS Y-TRANS 2-TRANS X-ROTAN Y-ROTAN E-ROTAN 13 1 0.00405 0.00003 0.00000 0.00000 0.00000 -0.00016 2 0.05778 0.00048 0.00000 0.00000 0.00000 -0.00232 3 0.02844 0.00019 0.00000 0.00000 0.00000 -0.00086 4 0.90350 -0.00085 0.00000 0.00000 0.00000 0.00066 5 0.06164 0.00051 0.00000 0.00000 0.00000 -0.00249 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0.00 0.00 0.00 -0.13 6 9 0.39 0.03 0.00 0.00 0.00 0.06 10 -0.39 -0.02 0.00 0.00 0.00 0.00 7 9 -0.06 0.00 0.00 0.00 0.00 0.00 10 0.07 -0.01 0.00 0.00 0.00 0.01 8 9 -1.02 -0.03 0.00 0.00 0.00 0.06 10 1.12 -0.15 0.00 0.00 0.00 0.14 11 1 10 0.07 0.01 0.00 0.00 0.00 0.01 11 -0.08 0.00 0.00 0.00 0.00 0.01 C:lSpro200313TAADINAEEM\30'x36' SNOW ARCH.anl Page 12 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 13 'z 8 NE!ffiER IIID FORCES STRUCTURE TYPE = SPACE ----'------------ ALL UNITS ARE -- XIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION 1!!I. -Y mm-Z 2 10 0.99 0.19 0.00 0.00 0.00 0.18 11 -1.12 0.04 0.00 0.00 0.00 0.17 3 10 0.34 0.01 0.00 0.00 0.00 0.01 11 -0.34 -0.01 0.00 0.00 0.00 0.05 4 10 -1.18 -0.23 0.00 0.00 0.00 -0.21 11 1.33 -0.04 0.00 0.00 0.00 -0.20 5 10 1.06 0.20 0.00 0.00 0.00 0.19 11 -1.20 0.04 0.00 0.00 0.00 0.19 6 10 0.41 0.03 0.00 0.00 0.00 0.02 11 -0.41 -0.01 0.00 0.00 0.00 0.06 7 10 -0.07 -0.01 0.00 0.00 0.00 -0.01 11 0.08 0.00 0.00 0.00 0.00 -0.01 8 10 -1.14 -0.22 0.00 0.00 0.00 -0.20 11 1.28 -0.04 0.00 0.00 0.00 -0.19 14 1 12 -0.02 0.01 0.00 0.00 0.00 0.01 13 0.01 -0.01 0.00 0.00 0.00 0.00 2 12 -0.26 0.15 0.00 0.00 0.00 0.20 13 0.16 -0.08 0.00 0.00 0.00 0.05 3 12 -0.06 0.03 0.00 0.00 0.00 0.06 13 0.06 -0.03 0.00 0.00 0.00 0.01 4 12 0.35 -0.35 0100 0.00 0.00 -0.32 F- 13 -0.21 0.26 0.00 0.00 0.00 -0.31 5 12 -0.28 0.16 0.00 0.00 0.00 0.21 13 0.17 -0.09 0.00 0.00 0.00 0.05 6 12 -0.08 0.04 0.00 0.00 0.00 0.07 13 0.07 -0.04 0.00 0.00 0.00 0.02 7 12 0.05 -0.14 0.00 0.00 0_00 -0.08 13 -0.03 0.12 0.00 0.00 0.00 -0.19 8 12 0.34 -0.34 0.00 0.00 0.00 -0.31 13 -0.20 0.25 0.00 0.00 0.00 -0.31 15 1 13 -0.01 0.00 0.00 0.00 0.00 0.00 14 0.01 0.00 0.00 0.00 0.00 0.00 2 13 -0.18 -0.01 0.00 0.00 0.00 -0.05 14 0.18 0.01 0.00 0.00 0.00 0.03 3 13 -0.07 0.00 0.00 0.00 0.00 -0.01 14 0.07 0.00 0.00 0.00 0.00 0.01 4 13 0.31 -0.11 0.00 0.00 0.00 0.31 14 -0.31 -0.01 0.00 0.00 0.00 -0.40 5 13 -0.19 -0.01 0.00 0.00 0.00 -0.05 14 0.19- 0.01 0.00 0.00 0.00 0.03 6 13 -0.08 0.00 0.00 0.00 0.00 -0.02 14 0.08 0.00 0.00 0.00 0.00 0.01 7 13 0.09 -0.09 0.00 0.00 0.00 0.19 14 -0.09 0.00 0.00 0.00 0.00 -0.28 8 13 0.31 -0.11 0.00 0.00 0.00 0.31 14 -0.31 -0.01 0.00 0.00 0.00 -0.40 C:%Spro2003lSTAADINAEEM13O'x36' SNOW ARCH.anl Page 13 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 14 tq MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- XIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-E TORSION MM-Y mm-Z 16 1 14 -0.01 0.00 0.00 0.00 0.00 0.00 15 0.01 0.00 0.00 0.00 0.00 0.00 2 14 -0.18 -0.01 0.00 0.00 0.00 -0.03 15 0.18 0.01 0.00 0.00 0.00 0.00 3 14 -0.07 0.00 0.00 0.00 0.00 -0.01 15 0.07 0.00 0.00 0.00 0.00 0.00 4 14 0.31 0.01 0.00 0.00 0.00 0.40 �- 15 -0.31 -0.23 0.00 0.00 0.00 0.00 5 14 -0.19 -0.01 0.00 0.00 0.00 -0.03 15 0.19 0.01 0.00 0.00 0.00 0.00 6 14 -0.08 0.00 0.00 0.00 0.00 -0.01 15 0.08 0.00 0.00 0.00 0.00 0.00 7 14 0.09 0.00 0.00 0.00 0.00 0.28 15 -0.09 -0.16 0.00 0.00 0.00 0.00 8 14 0.31 0.01 0.00 0.00 0.00 0.40 15 -0.31 -0.23 0.00 0.00 0.00 0.00 17 1 5 -0.07 0.00 0.00 0.00 0.00 -0.01 18 0.07 0.00 0.00 0.00 0.00 0.00 2 5 -0.95 -0.04 0.00 0.00 0.00 -0.16 18 0.95 0.04 0.00 0.00 0.00 -0.07 3 5 -0.66 -0.03 0.00 0.00 0.00 -0.12 18 0.66 0.03 0.00 0.00 0.00 -0.05 4 5 1.09 0.05 0.00 0.00 0.00 0.18 18 -1.09 -0.05 0.00 0.00 0.00 0.08 5 5 -1.02 -0.05 0.00 0.00 0.00 -0.17 18 1.02 0.05 0.00 0.00 0.00 -0.07 6 5 -0.72 -0.04 0.00 0.00 0.00 -0.13 18 0.72 0.04 0.00 0.00 0.00 -0.05 7 5 0.04 0.00 0.00 0.00 0.00 0.01 18 -0.04 0.00 0.00 0.00 0.00 0.00 8 5 1.05 0.05 0.00 0.00 0.00 0.18 18 -1.05 -0.05 0.00 0.00 0.00 0.08 18 1 18 -0.04 0.00 0.00 0.00 0.00 0.00 19 0.04 0.00 0.00 0.00 0.00 0.00 2 18 -0.61 0.00 0.00 0.00 0.00 0.00 19 0.61 0.00 0.00 0.00 0.00 0.00 3 18 -0.31 -0.01 0.00 0.00 0.00 -0.04 19 0.31 0.01 0.00 0.00 0.00 -0.04 4 18 0.69 0.00 0.00 0.00 0.00 0.00 19 -0.69 0.00 0.00 0.00 0.00 0.00 5 18 -0.66 0.00 0.00 0.00 0.00 0.00 19 0.66 0.00 0.00 0.00 0.00 0.00 6 18 -0.35 -0.01 0.00 0.00 0.00 -0.04 19 0.35 0.01 0.00 0.00 0.00 -0.04 C;\Spro2003\STAAD\NAEEM\30'x36' SNOW ARCH.anl Page 14 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE N0. 15 3a MEMBER END FORCES STRUCTURE TYPE : SPACE ----------------- ALL UNITS ARE -- EIP FEST HCHRER WAD JT AXIAL SSEAR-Y SBEAR-E TORSION MGN-Y NUM-2 7 18 0.01 0.00 0.00 0.00 0.00 0.00 19 -0.01 0.00 0.00 0.00 0.00 0.00 8 18 0.67 0.00 0.00 0.00 0.00 0.00 19 -0.67 0.00 0.00 0.00 0.00 0.00 19 1 19 -0.07 0.00 0.00 0.00 0.00 0.00 11 0.07 0.00 0.00 0.00 0.00 0.01 2 19 -0.95 0.04 0.00 0.00 0.00 0.07 11 0.95 -0.04 0.00 0.00 0.00 0.16 3 19 -0.30 0.01 0.00 0.00 0.00 0.02 11 0.30 -0.01 0.00 0.00 0.00 0.04 4 19 1.09 -0.05 0.00 0.00 0.00 -0.08 11 -1.09 0.05 0.00 0.00 0.00 -0.18 5 19 -1.02 0.05 0.00 0.00 0.00 0.07 11 1.02 -0.05 0.00 0.00 0.00 0.17 6 19 -0.36 0.01 0.00 0.00 0.00 0.03 11 0.36 -0.01 0.00 0.00 0.00 0.05 7 19 0.04 0.00 0.00 0.00 0.00 0.00 11 -0.04 0.00 0.00 0.00 0.00 -0.01 8 19 1.05 -0.05 0.00 0.00 0.00 -0.08 11 -1.05 0.05 0.00 0.00 0.00 -0.18 22 1 6 0.02 0.00 0.00 0.00 0.00 0.00 18 -0.02 0.00 0.00 0.00 0.00 0.00 2 6 0.32 0.04 0.00 0.00 0.00 0.05 18 -0.32 -0.04 0.00 0.00 0.00 0.04 3 6 0.34 0.03 0.00 0.00 0.00 0.03 18 -0.34 -0.03 0.00 0.00 0.00 0.04 4 6 -0.38 -0.04 0.00 0.00 0.00 -0.06 18 0.38 0.04 0.00 0.00 0.00 -0.05 5 6 0.35 0.04 0.00 0.00 0.00 0.06 10 -0.35 -0.04 0.00 0.00 0.00 0.04 6 6 0.36 0.03 0.00 0.00 0.00 0.04 18 -0.36 -0.03 0.00 0.00 0.00 0.04 7 6 -0.02 0.00 0.00 0.00 0.00 0.00 18 0.02 0.00 0.00 0.00 0.00 0.00 8 6 -0.37 -0.04 0.00 0.00 0.00 -0.06 18 0.37 0.04 0.00 0.00 0.00 -0.05 23 1 18 -0.03 0.00 0.00 0.00 0.00 0.00 7 0.03 0.00 0.00 0.00 0.00 0.00 2 18 -0.36 0.02 0.00 0.00 0.00 0.03 7 0.36 -0.02 0.00 0.00 0.00 0.04 3 18 -0.36 0.03 0.00 0.00 0.00 0.05 7 0.36 -0.03 0.00 0.00 0.00 0.08 4 18 0.43 -0.02 0.00 0.00 0.00 -0.03 7 -0.43 0.02 0.00 0.00 0.00 -0.05 C:\Spro2003kSTAAD\NAEEM\30'x36' SNOW ARCH.an1 Page 15 of 24 Saturday, June 12, 2004, 11:5I AM STAND SPACE -- PAGE NO. 16 31 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SSEAR-E TORSION HOM-Y MOM-E 5 18 -0.39 0.02 0.00 0.00 0.00 0.03 7 0.39 -0.02 0.00 0.00 0.00 0.04 6 18 -0.39 0.03 0.00 0.00 0.00 0.05 7 0.39 -0.03 0.00 0.00 0.00 0.09 7 18 0.02 0.00 0.00 0.00 0.00 0.00 7 -0.02 0.00 0.00 0.00 0.00 0.00 8 18 0.41 -0.02 0.00 0.00 0.00 -0.03 7 -0.41 0.02 0.00 0.00 0.00 -0.05 24 1 19 -0.03 0.00 0.00 0.00 0.00 0.00 9 0.03 0.00 0.00 0.00 0.00 0.00 2 19 -0.36 0.02 0.00 0.00 0.00 0.03 9 0.36 -0.02 0.00 0.00 0.00 0.04 3 19 0.00 -0.02 0.00 0.00 0.00 -0.03 9 0.00 0.02 0.00 0.00 0.00 -0.04 4 19 0.43 -0.02 0.00 0.00 0.00 -0.03 9 -0.43 0.02 0.00 0.00 0.00 -0.05 5 19 -0.39 0.02 0.00 0.00 0.00 0.03 9 0.39 -0.02 0.00 0.00 0.00 0.04 6 19 -0.03 -0.02 0.00 0.00 0.00 -0.02 9 0.03 0.02 0.00 0.00 0.00 -0.04 7 19 0.02 0.00 0.00 0.00 0.00 0.00 9 -0.02 0.00 0.00 0.00 0.00 0.00 8 19 0.41 -0.02 0.00 0.00 0.00 -0.03 9 -0.41 0.02 0.00 0.00 0.00 -0.05 25 1 19 0.02 0.00 0.00 0.00 0.00 0.00 10 -0.02 0.00 0.00 0.00 0.00 0.00 2 19 0.32 -0.04 0.00 0.00 0.00 -0.04 10 -0.32 0.04 0.00 0.00 0.00 -0.05 3 19 -0.01 -0.01 0.00 0.00 0.00 0.00 10 0.01 0.01 0.00 0.00 0.00 -0.02 4 19 -0.38 0.04 0.00 0.00 0.00 0.05 10 0.38 -0.04 0.00 0.00 0.00 0.06 5 19 0.35 -0.04 0.00 0.00 0.00 -0.04 10 -0.35 0.04 0.00 0.00 0.00 -0.06 6 19 0.01 -0.01 0.00 0.00 0.00 -0.01 10 -0.01 0.01 0.00 0.00 0.00 -0.02 7 19 -0.02 0.00 0.00 0.00 0.00 0.00 10 0.02 0.00 0.00 0.00 0.00 0.00 8 19 -0.37 0.04 0.00 0.00 0.00 0.05 10 0.37 -0.04 0.00 0.00 0.00 0.06 - \ 27 1 11 0.02 -0.03 0.00 0.00 0.00 -0.02 �-./// 25 -0.02 0.04 0.00 0.00 0.00 -0.03 2 11 0.26 -0.46 0.00 0.00 0.00 -0.33 Cou7 ROLE 25 -0.31 0.54 0.00 0.00 0.00 -0.48 C:\Spro2003\STAAD\NAEEM\30'x36' SNOW ARCH.an1 Page 16 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 17 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- RIP FEET MEMBER TAAD JT AXIAL SHEAR-Y SNEAK-E TORSION MGl1-Y MOM-2 3 11 0.07 -0.12 0.00 0.00 0.00 -0.09 25 -0.07 0.12 0.00 0.00 0.00 -0.11 4 11 -0.35 0.53 0.00 0.00 0.00 0.38 25 0.40 -0.63 0.00 0.00 0.00 0.55 C-O NT 2 O 5 11 0.28 -0.49 0.00 0.00 0.00 -0.35 - - 25 -0.33 0.58 0.00 0.00 0.00 -0.51 6 11 0.09 -0.15 0.00 0.00 0.00 -0.11 25 -0.09 0.16 0.00 0.00 0.00 -0.14 7 11 -0.05 0.02 0.00 0.00 0.00 0.02 25 0.05 -0.03 0.00 0.00 0.00 0.02 8 11 -0.34 0.51 0.00 0.00 0.00 0.37 25 0.39 -0.60 0.00 0.00 0.00 0.53 31 1 4 -0.07 0.01 0.00 0.00 0.00 0.01 22 0.07 0.00 0.00 0.00 0.00 0.00 2 4 -0.94 0.12 0.00 0.00 0.00 0.13 22 1.03 0.04 0.00 0.00 0.00 0.00 3 4 -0.74 0.11 0.00 0.00 0.00 0.10 22 0.83 0.06 0.00 0.00 0.00 -0.02 4 4 0.63 -0.11 0.00 0.00 0.00 -0.10 22 -0.74 -0.08 0.00 0.00 0.00 0.05 5 4 -1.01 0.13 0.00 0.00 0.00 0.14 22 1.11 0.04 0.00 0.00 0.00 0.00 6 4 -0.80 0.11 0.00 0.00 0.00 0.11 22 0.90 0.06 0.00 0.00 0.00 -0.02 7 4 -0.30 0.02 0.00 0.00 0.00 0.03 22 0.29 -0.03 0.00 0.00 0.00 0.03 8 4 0.59 -0.10 0.00 0.00 0.00 -0.09 22 -0.69 -0.08 0.00 0.00 0.00 0.05 32 1 22 -0.09 -0.02 0.00 0.00 0.00 -0.01 24 0.09 0.02 0.00 0.00 0.00 -0.02 2 22 -1.30 -0.22 0.00 0.00 0.00 -0.08 24 1.34 0.30 0.00 0.00 0.00 -0.34 3 22 -1.01 -0.16 0.00 0.00 0.00 -0.06 24 1.05 0.24 0.00 0.00 0.00 -0.26 4 22 1.47 0.31 0.00 0.00 0.00 0.15 24 -1.52 -0.41 0.00 0.00 0.00 0.43 5 22 -1.39 -0.24 0.00 0.00 0.00 -0.09 24 1.44 0.32 0.00 0.00 0.00 -0.36 6 22 -1.10 -0.17 0.00 0.00 0.00 -0.06 24 1.15 0.26 0.00 0.00 0.00 -0.29 7 22 0.04 0.05 0.00 0.00 0.00 0.05 24 -0.04 -0.06 0.00 0.00 0.00 0.04 8 22 1.42 0.30 0.00 0.00 0.00 0.15 24 -1.47 -0.40 0.00 0.00 0.00 0.41 33 1 23 -0.07 0.00 0.00 0.00 0.00 0.00 12 0.07 0.01 0.00 0.00 0.00 -0.01 C:1Spro20031STAADkNAEEM00'x36' SNOW ARCH.anl Page 17 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 18 33 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- KIP FEET LEER LOAD JT AXIAL SHEAR-7 SHEAR-E 'TORSION MOM-T mm-S 2 23 -1.03 0.04 0.00 0.00 0.00 0.00 12 0.94 0.12 0.00 0.00 0.00 -0.13 3 23 -0.21 -0.01 0.00 0.00 0.00 -0.01 12 0.21 0.01 0.00 0.00 0.00 -0.03 4 23 1.56 -0.01 0.00 0.00 0.00 0.05 12 -1.46 -0.18 0.00 0.00 0.00 0.23 5 23 -1.11 0.04 0.00 0.00 0.00 0.00 12 1.01 0.13 0.00 0.00 0.00 -0.14 6 23 -0.28 -0.01 0.00 0.00 0.00 -0.01 12 0.27 0.02 0.00 0.00 0.00 -0.04 7 23 0.32 0.03 0.00 0.00 0.00 0.04 12 -0.32 -0.04 0.00 0.00 0.00 0.07 8 23 1.52 -0.01 0.00 0.00 0.00 0.05 12 -1.42 -0.18 0.00 0.00 0.00 0.23 34 1 22 -0.02 0.01 0.00 0.00 0.00 0.01 26 0.02 -0.01 0.00 0.00 0.00 0.01 2 22 -0.28 0.14 0.00 0.00 0.00 0.09 26 0.28 -0.14 0.00 0.00 0.00 0.12 3 22 -0.18 0.11 0.00 0.00 0.00 0.07 26 0.16 -0.11 0.00 0.00 0.00 0.09 4 22 0.56 -0.53 0.00 0.00 0.00 -0.20 26 -0.56 0.53 0.00 0.00 0.00 -0.59 5 22 -0.30 0.15 0.00 0.00 0.00 0.09 26 0.30 -0.15 0.00 0.00 0.00 0.13 <T.2+-��^ 6 22 -0.20 0.12 0.00 0.00 0.00 0.08 - - - 26 0.20 -0.12 0.00 0.00 0.00 0.10 7 22 0.18 -0.28 0.00 0.00 0.00 -0.08 26 -0.18 0.28 0.00 0.00 0.00 -0.34 8 22 0.55 -0.52 0.00 0.00 0.00 -0.20 26 -0.55 0.52 0.00 0.00 0.00 -0.58 35 1 23 -0.02 -0.01 0.00 0.00 0.00 -0.01 27 0.02 0.01 0.00 0.00 0.00 -0.01 2 23 -0.28 -0.14 0.00 0.00 0.00 -0.09 27 0.28 0.14 0.00 0.00 0.00 -0.12 3 23 -0.11 -0.03 0.00 0.00 0.00 -0.01 27 0.11 0.03 0.00 0.00 0.00 -0.04 4 23 0.11 -0.20 0.00 0.00 0.00 -0.01 27 -0.11 0.20 0.00 0.00 0.00 -0.29 ST12on1G QoS'r 5 23 -0.30 -0.15 0.00 0.00 0.00 -0.09 27 0.30 0.15 0.00 0.00 0.00 -0.13 6 23 -0.13 -0.04 0.00 0.00 0.00 -0.02 27 0.13 0.04 0.00 0.00 0.00 -0.04 7 23 -0.15 -0.27 0.00 0.00 0.00 -0.08 27 0.15 0.27 0.00 0.00 0.00 -0.32 8 23 0.09 -0.21 0.00 0.00 0.00 -0.01 27 -0.09 0.21 0.00 0.00 0.00 -0.30 C:1Spro20031STAAD\NAEEM\30'x36' SNOW ARCH.anl Page 18 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 19 TffiIBER END FORCES STRUCTURE TYPE - SPACE -----'----------- ALL UNITS ARE -- RIP FEET b"MEM LOAD JT AXIAL SBEAR-Y SSEAR-E TORSION MM-Y 1401-5 36 1 24 0.02 0.04 0.00 0.00 0.00 0.03 5 -0.02 -0.03 0.00 0.00 0.00 0.02 2 24 0.31 0.54 0.00 0.00 0.00 0.48 5 -0.26 -0.46 0.00 0.00 0.00 0.33 3 24 0.24 0.42 0.00 0.00 0.00 0.37 5 -0.19 -0.34 0.00 0.00 0.00 0.24 4 24 -0.40 -0.63 0.00 0.00 0.00 -0.55 �- 5 0.35 0.53 0.00 0.00 0.00 -0.38 5 24 0.33 0.58 0.00 0.00 0.00 0.51 5 -0.28 -0.49 0.00 0.00 0.00 0.35 6 24 0.26 0.46 0.00 0.00 0.00 0.41 5 -0.21 -0.37 0.00 0.00 0.00 0.26 7 24 -0.05 -0.03 0.00 0.00 0.00 -0.02 5 0.05 0.02 0.00 0.00 0.00 -0.02 8 24 -0.39 -0.60 0.00 0.00 0.00 -0.53 5 0.34 0.51 0.00 0.00 0.00 -0.37 37 1 25 -0.09 0.02 0.00 0.00 0.00 0.02 23 0.09 -0.02 0.00 0.00 0.00 0.01 2 25 -1.34 0.30 0.00 0.00 0.00 0.34 23 1.30 -0.22 0.00 0.00 0.00 0.08 3 25 -0.29 0.06 0.00 0.00 0.00 0.08 23 0.29 -0.06 0.00 0.00 0.00 0.03 4 25 1.49 -0.29 0.00 0.00 0.00 -0.36 23 -1.44 0.20 0.00 0.00 0.00 -0.04 5 25 -1.44 0.32 0.00 0.00 0.00 0.36 23 1.39 -0.24 0.00 0.00 0.00 0.09 6 25 -0.38 0.08 0.00 0.00 0.00 0.10 23 0.38 -0.08 0.00 0.00 0.00 0.03 7 25 0.02 0.03 0.00 0.00 0.00 0.01 23 -0.02 -0.03 0.00 0.00 0.00 0.04 8 25 1.44 -0.28 0.00 0.00 0.00 -0.34 23 -1.38 0.19 0.00 0.00 0.00 -0.04 38 1 26 0.08 0.00 0.00 0.00 0.00 -0.01 20 -0.08 0.00 0.00 0.00 0.00 0.00 2 26 1.20 -0.02 0.00 0.00 0.00 -0.12 20 -1.20 0.02 0.00 0.00 0.00 0.00 3 26 0.99 -0.01 0.00 0.00 0.00 -0.07 20 -0.99 0.01 0.00 0.00 0.00 0.00 C0Vl R OLS 4 26 -1.20 0.10 0.00 0.00 0.00 0.73 <-- STROtiSG {NCSs 20 1.20 -0.10 0.00 0.00 0.00 0.00 T 5 26 1.28 -0.02 0.00 0.00 0.00 -0.13 20 -1.28 0.02 0.00 0.00 0.00 0.00 6 26 1.07 -0.01 0.00 0.00 0.00 -0.08 20 -1.07 0.01 0.00 0.00 0.00 0.00 C:\Spro2003\STAAD\NAEEM\30'x36' SNOW ARCH.anl Page 19 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 20 3S l9+l/HER END FORCES STRUCTURE TYPE : SPACE ----------------- ALL UNITS ARE -- XIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-E TORSION MM-Y H@4-S 7 26 0.08 0.06 0.00 0.00 0.00 0.45 20 -0.08 -0.06 0.00 0.00 0.00 0.00 8 26 -1.15 0.10 0.00 0.00 0.00 0.72 20 1.15 -0.10 0.00 0.00 0.00 0.00 39 1 27 0.08 0.00 -0.00 0.00 0.00 0.01 21 -0.08 0.00 0.00 0.00 0.00 0.00 2 27 1.20 0.02 0.00 0.00 0.00 0.12 21 -1.20 -0.02 0.00 0.00 0.00 0.00 3 27 0.21 0.01 - 0.00 0.00 0.00 0.04 21 -0.21 -0.01 0.00 0.00 0.00 0.00 4 27 -1.56 0.06 0.00 0.00 0.00 0.44 21 1.56 -0.06 0.00 0.00 0.00 0.00 5 27 1.28 0.02 0.00 0.00 0.00 0.12 21 -1.28 -0.02 0.00 0.00 0.00 0.00 6 27 0.29 0.01 0.00 0.00 0.00 0.05 21 -0.29 -0.01 0.00 0.00 0.00 0.00 7 27 -0.19 0.06 0.00 0.00 0.00 0.42 21 0.19 -0.06 0.00 0.00 0.00 0.00 8 27 -1.51 0.06 0.00 0.00 0.00 0.44 21 1.51 -0.06 0.00 0.00 0.00 0.00 40 1 26 0.13 0.00 0.00 0.00 0.00 0.00 24 -0.13 0.00 0.00 0.00 0.00 -0.01 2 26 1.85 -0.07 0.00 0.00 0.00 -0.04 24 -1.85 0.07 0.00 0.00 0.00 -0.14 3 26 1.45 -0.05 0.00 0.00 0.00 -0.04 24 -1.45 0.05 0.00 0.00 0.00 -0.11 4 26 -2.19 0.04 0.00 0.00 0.00 -0.03 24 2.19 -0.04 0.00 0.00 0.00 0.12 5 26 1.98 -0.07 0.00 0.00 0.00 -0.05 24 -1.98 0.07 0.00 0.00 0.00 -0.15 6 26 1.58 -0.06 0.00 0.00 0.00 -0.04 24 -1.58 0.06 0.00 0.00 0.00 -0.12 7 26 -0.12 -0.03 0.00 0.00 0.00 -0.06 24 0.12 0.03 0.00 0.00 0.00 -0.02 8 26 -2.11 0.03 0.00 0.00 0.00 -0.03 24 2.11 -0.03 0.00 0.00 0.00 0.12 41 1 25 0.13 0.00 0.00 0.00 0.00 0.01 27 -0.13 0.00 0.00 0.00 0.00 0.00 2 25 1.85 0.07 0.00 0.00 0.00 0.14 27 -1.85 -0.07 0.00 0.00 0.00 0.04 3 25 0.40 0.01 0.00 0.00 0.00 0.03 27 -0.40 -0.01 0.00 0.00 0.00 0.01 4 25 -2.10 -0.12 0.00 0.00 0.00 -0.19 27 2.10 0.12 0.00 0.00 0.00 -0.13 C:\Spro2003\STAAD\NAEEM\30'x36' SNOW ARCH.anl Page 20 Of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 21 MEMBER END FORCES STROCTORE TYPE = SPACE ----------------- ALL UNITS ARE -- ESP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-E TORSION )IM-Y MLM-S 5 25 1.98 0.07 0.00 0.00 0.00 0.15 27 -1.98 -0.07 0.00 0.00 0.00 0.05 6 25 0.53 0.02 0.00 0.00 0.00 0.04 27 -0.53 -0.02 0.00 0.00 0.00 0.01 7 25 -0.06 -0.03 0.00 0.00 0.00 -0.03 27 0.06 0.03 0.00 0.00 '0.00 -0.06 8 25 -2.03 -0.12 0.00 0.00 0.00 -0.19 27 2.03 0.12 0.00 0.00 0.00 -0.13 42 1 4 0.06 0.00 0.00 0.00 0.00 0.00 26 -0.06 0.00 0.00 0.00 0.00 0.00 2 4 0.87 0.04 0.00 0.00 0.00 0.07 26 -0.87 -0.04 0.00 0.00 0.00 0.04 3 4 0.69 0.02 0.00 0.00 0.00 0.04 26 -0.69 -0.02 0.00 0.00 0.00 0.02 4 4 -0.55 -0.07 0.00 0.00 0.00 -0.09 26 0.55 0.07 0.00 0.00 0.00 -0.11 5 4 0.94 0.04 0.00 0.00 0.00 0.07 26 -0.94 -0.04 0.00 0.00 0.00 0.04 6 4 0.75 0.02 0.00 0.00 0.00 0.04 26 -0.75 -0.02 0.00 0.00 0.00 0.02 7 4 0.30 -0.02 0.00 0.00 0.00 -0.01 26 -0.30 0.02 0.00 0.00 0.00 -0.05 8 4 -0.51 -0.07 0.00 0.00 0.00 -0.08 26 0.51 0.07 0.00 0.00 0.00 -0.11 43 1 27 0.06 0.00 0.00 0.00 0.00 0.00 12 -0.06 0.00 0.00 0.00 0.00 0.00 2 27 0.87 -0.04 0.00 0.00 0.00 -0.04 12 -0.87 0.04 0.00 0.00 0.00 -0.07 3 27 0.18 -0.01 0.00 0.00 0.00 -0.02 12 -0.18 0.01 0.00 0.00 0.00 -0.03 4 27 -1.47 0.03 0.00 0.00 0.00 -0.01 12 1.47 -0.03 0.00 0.00 0.00 0.09 5 27 0.94 -0.04 0.00 0.00 0.00 -0.04 12 -0.94 0.04 0.00 0.00 0.00 -0.07 6 27 0.25 -0.02 0.00 0.00 0.00 -0.02 12 -0.25 0.02 0.00 0.00 0.00 -0.03 7 27 -0.39 -0.01 0.00 0.00 0.00 -0.04 12 0.39 0.01 0.00 0.00 0.00 0.01 8 27 -1.43 0.02 0.00 0.00 0.00 -0.01 12 1.43 -0.02 0.00 0.00 0.00 0.08 C:\Spro2003XSTAADNNAEF.M\30'x36' SNOW ARCH.anl Page 21 of 24 Saturday, June 12, 2009, 11:51 AM STAAD SPACE -- PAGE NO. 22 37 END OF LATEST ANALYSIS RESULT ************** 67. PARAMETER 68. CODE AISC 69. CHECK CODE MEMB 1 TO 3 6 TO 11 14 TO 19 22 TO 25 27 31 TO 41 C:XSpro2003\STAAD\NAEEM\30'x36' SNOW ARCH.anl Page 22 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 23 38 STAAD.Pro CODS CHECKING - (AISC) ffffff YY YY YYiiYY YYY YY ii ALL UNITS ARE - RIP FEET (UNLESS OTMnFIPISE NOTED) HOWER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FR NI NE LOCATION 1 ST PIPS15 PASS AISC- H2-1 0.425 8 0.05 T 0.00 0.27 3.39 2 ST PIPS15 PASS AISC- H2-1 0.430 8 0.05 T 0.00 0.28 0.47 3 ST PIPS15 PASS AISC- H2-1 0.367 8 0.01 T 0.00 0.24 0.00 6 ST PIPS15 PASS AISC- H2-1 0.411 4 1.30 T 0.00 0.22 0.76 7 ST PIPS15 PASS AISC- H2-1 0.294 4 1.16 T 0.00 0.15 0.00 8 ST PIPS15 PASS AISC- H2-1 0.369 4 0.69 T 0.00 0.21 1.60 9 ST PIPS15 PASS AISC- H2-1 0.369 4 0.69 T 0.00 0.21 0.00 10 ST PIPS15 PASS AISC- H2-1 0.294 4 1.16 T 0.00 0.15 3.19 11 ST PIPS15 PASS AISC- H2-1 0.413 4 1.30 T 0.00 0.22 3.78 14 ST PIPS15 PASS AISC- H1-3 0.521 4 0.35 C 0.00 0.32 0.00 15 ST PIPS15 PASS AISC- H1-3 0.648 4 0.31 C 0.00 0.41 1.71 16 ST PIPS15 PASS AISC- H1-3 0.649 4 0.31 C 0.00 0.40 0.00 17 ST PIPS12 PASS AISC- H1-3 0.533 4 1.09 C 0.00 0.18 0.00 18 ST PIPS12 PASS AISC- H1-3 0.145 4 0.69 C 0.00 0.00 0.00 19 ST PIPS12 PASS AISC- H1-3 0.535 4 1.09 C 0.00 0.18 5.00 22 ST PIPS12 PASS AISC- H2-1 0.161 4 0.38 T 0.00 0.06 0.00 23 ST PIPS12 PASS AISC- H2-1 0.212 6 0.39 T 0.00 0.09 4.15 24 ST PIPS12 PASS AISC- H1-3 0.150 4 0.43 C 0.00 0.05 4.15 25 ST PIPS12 PASS AISC- H2-1 0.161 4 0.38 T 0.00 0.06 2.44 27 ST PIPS15 PASS AISC- H2-1 0.875 4 0.40 T 0.00 0.55 1.61 31 ST PIPS15 PASS AISC- H2-1 0.273 5 1.01 T 0.00 0.14 0.00 C:\Spro2003\STAADINAEEM\30'x36' SNOW ARCH.anl Page 23 of 24 Saturday, June 12, 2004, 11:51 AM STAAD SPACE -- PAGE NO. 24 3� ALL UNITS ARE - RIP FEET (UNLESS OTBERNISE NOTED) MEMBER TABLE RESULT/ CRITICAL COM/ RATIO/ LOADING/ FX MI MZ LOCATION 32 ST PIPS15 PASS AISC- H1-3 0.759 4 1.52 C 0.00 0.43 1.61 33 ST PIPS15 PASS AISC- H1-3 0.469 4 1.46 C 0.00 0.23 3.23 34 ST TUB20203 PASS AISC- H1-3 0.444 4 0.56 C 0.00 0.59 1.50 35 ST TUB20203 PASS AISC- 112-1 0.237 7 0.15 T 0.00 0.32 1.50 36 ST PIPS15 PASS AISC- H2-1 0.879 4 0.40 T 0.00 0.55 0.00 37 ST PIPS15 PASS AISC- H2-1 0.646 5 1.44 T 0.00 0.36 0.00 38 ST TUB20203 PASS AISC- H2-1 0.620 4 1.20 T 0.00 0.73 0.00 39 ST TUB20203 PASS AISC- H2-1 0.404 8 1.51 T 0.00 0.44 0.00 40 ST PIPS12 PASS AISC- H1-1 0.463 5 1.98 C 0.00 0.15 2.69 41 ST PIPS12 PASS AISC- H2-1 0.564 4 2.10 T 0.00 0.19 0.00 70. FINISH END OF THE STAAD.Pro RUN *********** #+«# DATE= JUN 12,2004 TIME= 11:51:31 **** * For questions on STAAD.Pro, please contact * Research Engineers Offices at the following locations i # * Telephone Email * USA: +1 (714)974-2500 support@reiusa.com * CANADA +1 (905)632-4771 detech@netcom.ca * UK +44(1454)207-000 support@reel.co.uk * FRANCE +33(0)1 64551084 support@reel.co.uk * GERMANY +49/931/40468-71 info@reig.de * NORWAY +47 67 57 21 30 support@reel.co.uk * SINGAPORE +65 6225-6015/16 support@reiasia.net * INDIA +91(033)2357-3575 support@calcutta.reiusa.com * JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * CHINA +86(411)363-1983 support@reiasia.net # { * North America support@reiusa.com * Europe support@reel.co.uk * Asia support@reiasia.net C:\Spro2003\STAAD\NAEEM\30'x36' SNOW ARCH.anl Page 24 of 24 DATE REVIEWED: C /110 APPLICANTS RArJ0 DATE SUBMM.ED: 6 /i:/0; SCTM#DISTRICT: 1,000, SECTION: 115 ,BLOCK: ►3 , LOT: 14- SUBDIVISION:-DeePi(W t`t ADDRESS: (2ao"'T tA&tim•sow tl�it CITY: VACit ZONING DISTRICT: CONFORMING?'4 BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED -- NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time afti REQ. LOT SIZE: ACT. LOT SIZE:#ls.3v2 REQ. LOT COV. o ACT. LOT COV. REQ. FRONT PROP. FRONT oo'o' Q SIDE---,W ACT. SIDE .� REQ. REAR i p POP. REAR �-0//'' REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: C�C5 ( �o�Efl ESTIMATED PROJECT COS1•246--kRCHITECT/ENGINEER: . &M)�P e*A WATERFRONT? �DE RIPTION: ANEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orejBED#): DTE:_/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or® NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or Ia. DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or M DTE__/_/_ PERMIT#: TOWN ZONING BO APPROVAL: YES o DTE. , /_/_R #: TOWN PLAN. BO RD APPROVAL: YES or DJ�, : PERMIT_/_/_ PERMIT#: TOWN HISTORI AL PRE (SPLIA): YES or / NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: _��go SF FEE FEE FEE IAM gc� SF)- SF)= SF X $ .30=$ +$ +$ _$ 2. ( SF)- ( —SF)= SFX$ =$ +$ +$ _$ 3. (_SF)- ( SF)= SF X $ =$ +$ +$ — FINAL TO : $ a y�