Loading...
HomeMy WebLinkAbout31234-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31664 Date: 07/12/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: MONTAUK AVE FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 10 Block 8 Lot 15 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 28, 2005 pursuant to which Building Permit No. 31234-Z dated JUNE 28, 2005 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AND FRONT & REAR PORCHES AS APPLIED FOR. The certificate is issued to ROBERT & SUZANNE PARSONS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0174 06/03/06 ELECTRICAL CERTIFICATE NO_ 1102039 02/05/05 PLUMBERS CERTIFICATION DATED 11/02/04 GLENN GELLO c Aut oriz Signature Rev. 1/61 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT I'r ---- TOWN HALL 765-1302 f `'= I� LS 1� - � J� APPLICATION FOR CERTIFICATE OF OCCUPANCY 94 &r rir A. This application must be filled in by typewriter OR ink and sub '� [it�y+�3ylOi g inspector with the following: 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 a 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 accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildin¢ - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . z� S _ New Construction. .. .^^ Old Or Pre-existin`$ Building. . .. . . . . . . . . . n Location of P roperty. . . Kfs. �y-K . 'C_`E4 . pa,w. � . . . . . . . . S�a+�S -F$,�ac_..�X - . . . . . . . . . . . . . House No. l Street Hamlet Onwer or Owners of Property. . .��i , , ,t- , S�S,t r Sons County Tax Map No �/1000, Section. . . .�.� . . . . .Block. . . . . . ..Y. . . . . . . .Lot. . � . Subdivision Al'r4 'Ir�K �! _ . . . . . . . . . F led Map. . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Permit No. �„'Date Of Permit— /. . . 0. . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval.. . . . . J. . . . . . . . . . . . . . . . .Underwriters Approval. . . . . :/ . . . . . . .. . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Cert•cate. . .". . . . . Fee Submitted: $. . . . . . � "!�. . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . APPLICANT 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. 31234 Z Date JUNE 28 , 2005 Permission is hereby granted to : ROBERT & SUZANNE PARSONS 10 WEYBOSSET ST PROVIDENCE RI , 02903 for ONE FAMILY DWELLING WITH ATTACHED GARAGE, AND FRONT AND REAR PORCHES AS APPLIED FOR. THIS PERMIT REPLACES BP28877 . at premises located at MONTAUK AVE FISHERS ISLAND County Tax Map No. 473889 Section 010 Block 0008 Lot No. 015 pursuant to application dated JUNE 28 , 2005 and approved by the Building Inspector to expire on DECEMBER 28, 2006 . Fee $ 2 , 723 . 40 Aut orize Signature ORIGINAL Rev. 5/8/02 //12/2006 15:44 FAX 831 788 7798 FITELEPHONE 12 002 BUILDING DEFT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLdG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] F"MING � .:. [ NAL " F [ ] FIRRPLACE A CHIMNEY REMARKS: i' h DATE !. /:1 c,: f INSPECTOR/ i(N 9y F_u I _ F 1 FIELD"INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) Aj • C FOUNDATION(2ND) tq z 4All , _ y ROUGH FRANIING& y PLUMBING g® a INSULATION PERK.Y. STATE ENERGY CODE l 3 FINAL ADDITIONAL CONIlVIENTS 'rl l R O z m X r c y H � ►Cp 0 � 05/51/2006 14:14 '[.Y 651 788 7798 ,`'ITE':PITONE IR002 -INMSC'HONMWMT DA.M COM576NT8 _ fY_ _ MP ' i FourroAMt+cssr) . � a C FOWMA27ON Um) E9 vR� AOUGSFRAMiNG/� -- YLUDUMC as � ,� d �o /lc�i • DMU"TION MR N.Y. STATE ENAR YCODE a FRCAL i AWJIITONAL OOSUMM .a 2 m .Y 1 D r�rJ�u��lrJcPrJ�rrrJ�rJcPcnrlr�r�cPcPr�rJ acPrJ�cPcncnrJ�cPrJ�cPrJ�cPrJ�rJ srJ�r�rJ@P�►rJ�rJ�rJr�rJ�r�r�clrJ@PcPcPrJ�rJ@P�n�nrJ�cPrJ�rJ�cPrJc nrJ�cn o CSU BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY e5 r5U 40 FULTON STREET – NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by rfSj Z&S CONTR. INC. . ROBERT W. PARSONNS. P.O. BOX 202 NTAUK AVENUE FISHERS ISLAND, NY 06390, FISHERS ISLAND, NY 06390 Located at MONTAUK AVENUE FISHERS ISLAND, NY 06390 5 c5 Application Number: 1102039 Certificate Number: 1102039 5 Section: Block: Lot: Building Permit: BDC: ns11 5 55] 5 Described as a Residential occupancy, wherein the premises electrical system consisting of rj 5 electrical devices and wiring, described below, located in/on the premises at: 555 �5 Basement,First Floor,Second Floor,Detached Garage,Outside,Attic, l� 1� 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 2nd Day of February, 2005. 5 5 Name QTY Rate RAmg Circuit Tvoe Amount 5 5 Receptacle 137 0 General Purpose $34.25 5 5 Switch 115 0 General Purpose $28.75 5 SReceptacle 3 0 20 amp Laundry $0.75 5 S Paddle Fan 4 0 $8.00 5 5 Receptacle 2 0 20 amp Appliance $0.50 r5U 5 Receptacle 45 0 GFCI $45.00 L; 5 GFCI Circuit Breaker 1 0 20 amp $1.00 5 5 Disconnect 3 0 60 amp Air Conditioner $0.75 5 5 Service 5 5 1 Phase 3W Service Rating 400 Amperes $40.00 5 Service Disconnect 2 200 cb ttr5 5 Meters: I Invoice Total $362.90 5 5 5 5 Sea. 5 S 2 of 2 5 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 @Ic L3PLPLn-L3PL J�rJ@rJarPrJ�rJ arJ arJ arJ�rJ�rl�rJcnrlcPrlar�cnrJrlrJcPrJrrr3 PrJrJ�cncPr 1!::! ESN 0110!IN IcPr1r�u�RIVE ar-r rRIUM 0120cn o 5° urE[J�rlrPr�cPr�cPrJr�rJ�cPr�r1cPrJ P�PcPrlf�CJ�rlrJr�rJr�rJ�r f far�rlcPrlrlrJrJcPrJrJrJcPr1r�rJrPrJiJrJ�rJdJrJrJ'r PLPL rJr.PL_rrJ't P 5� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT Upon the application of upon premises owned by �5 Z & S CONTR. INC. ROBERT W. PARSONNS. c� FISHERS ISLAND, NY 06390, FISHERS ISLAND, NY 06390 Located at MONTAUK AVENUE FISHERS ISLAND, NY 06390 CS, c5 Application Number: 1102039 Certificate Number: 1102039 rj �S Section: Block: Lot: Building Permit: BDC: nsl1 �S c7 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Detached Garage,Outside,Attic, 5 S5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 the2nd Day of 5 February,2005. 5 Name QTY Rate Raine Circuit Type Amount 5 Alarm and Emergency Equipment 5 Sensor 13 0 Smoke $9.75 S 5 Appliances and Accessories 5 5 Exhaust Fan 4 0 F.H.P. $8.00 e5 Dish Washer 2 0 1.2 KW $10.00 5 5 Oven 2 0 50 Amps $10.00 5 Hydro Massage Tub,Residential 1 0 $5.00 5 Furnace 1 0 Oil $5.00 5 5 5 Pump/Motor 1 0 1 H.P. $10.00 Ctj Air Conditioner 2 0 40 Amps $10.00 Lj 5 Air Conditioner 1 0 20 Amps $5.00 5 Panels 5 5 1 100 20 $6.00 1 50 12 $6.00 5 Wiring and Devices 5 Outlet 142 0 Fixture $35.50 rj Fixture 122 0 Incandescent seal $24.40 5 5 Fixture 20 0 Fluorescent $4.00 5 Outlet 221 0 General Purpose $55.25 5 5 Continued on Next Page I of 2 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. S 5 5 D rJrJ�rJ��PcncrcPrJrJ�cPurJ@PcnrJcnrPrlrlr�r�rJrJrJ�cnrJrrcnrJr�rJrJrPrJ�rJ�rJ�rJr1rSLrL3 J'r PLPLPLr PLPL�r�rrur 02r,, o r, TEL. 765-1802 00 O� TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR rn P.O. BOX'728 ', 5�sv 5 Z-FTOWN HALL SOUTHOLD N.Y;. 11971 C E R T I F I C A T I O N • L/ Date Building Permit No, a H 77''z owner_ (/p'lease print) Plumber (please print) 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% .lead. C-0 L) SOF SV FIR . (plumber 's signature) Sworn to before me this day of Njt)V"c/ ,. N tary Public Notary -Public, 5uXt-01k County MARY BPANIOEWI Z Notary Public Stale of New York No 52.8267950 CORMtfISSIIXI E%p w 4/3,10L 10/30/2002 11:10 FAX 617 451 2308 Albert,RiBhter&Tittmann IM 001 ALBERT, RIGHTER & TITTMANN ARCHITECTS, INC. 30 October, 2002 Damon Rallis Southold Town Building Dept. 53095 Rt. 25 Southold, NY 11971 Re: Parsons House, Fishers Island Dear Mr. Rallis: At your request, I am writing this letter to clarify the following two issues: 1. The room labeled"SHED" on the First Floor Plan is part of the Garage. There will not be a wall separating the two areas, and the floor will be continuous. 2. All the bathrooms shall have a minimum ceiling height of 7'-0". Please let me know if you would like any additional information_ D q�� Sincer Q� Craig Gi son 9 5447 OFNEW'O S8 Winter Street Boston,MA o2io8 Tel 617-451-5740 Fax 617-451-2,309 www.alriEcom Jacob D.Albert James Y. Righter John B.Tiumann TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT /4 Do you have or need the following,before applying TOWN HALL �"1 - Board of Health ✓ SOUTHOL% NY 119710�C l f 3 sets of Building Plans TEL: 765-1302 Survey ✓ PERMIT NO. a Check Septic Form N.Y.S.D.E.C. - Trustees Examined_ ro 20 a Contact: Approved tb 120 ,9 Mail to: Disapproved a/c Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date /b (�01 20 9 _ J INSTRUCTIONS JN61 ication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 a Certificate of Occupanc is issued by the Building Inspector. 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, ]rousing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applica t or name, if a corporation) P0. Roy e,20J f n � N!/ (Mailing address of applicant) 01.3570 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 6�e4e,04L Z�w 7-1,44C 7-01Z Name of owner of premises /1OL r saz6r"O e /'zof-saws (as on the tax roll or latest deed) If applica ' a corption, at re of duly authorized officer T (Name an Vle of corporate offic r) Builders License No. /3-c2q,2 IV-r Plumbers License No. S'Sy— R Electricians License No. Y7946—ME Other Trade's License No. 1. Location of land on which�ropoos/ed work will be done: / p I�Un-rtt& /rim, !ht aeavyiof Ave- �1� House Number Street Hamlet �1 County Tax Map No. 1000 Section_ 0/0 Block Lot /S Subdivision Filed Map No._ Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy- IZ4ieh rr 14,d �� b. Intended use and occupancy Alec) Sing -lrlgm i�i i7l1LI.¢L V r /, — 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost SSD frIJIJ. UD Fee (Description) (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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded /V/Q Will excess fill be removed from premises: YES NO iu. Nawes of Owner ofpreiiiisesA4%y'%5i4ZQrrc Address,9O9x"7 ///Phone No.(.-7W-7,760 Name of Architecti4/dr, ,r V, r T, r wnn Address.-O--a— S,! ,r? nw. Phone No(o/7-yS/-5750 Name of Contractor ZAY 4&kEZrX J„C, Address Po. lYox-ood Phone No. ��-70-7(f, 7 AAW3 T , w.y. / 15. Is this property within 100 feet of a tidal wetland? *YES NO ✓ e IF YES, SOUTHOLD TOWN TRUSTEES 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 OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the n 1 Dw- // k6t, (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 man et forth in the application filed therewith. Sw ore m is 20 , 2— Notary Public Si ture of Applicant THOM"F,OOWTV,JR, Netery Publle State of New York No.4806559 OU61111e0 in Suffolk Cou ty Term Expires 12131 TOWN OF SOUTHOLD PROPERTY RECORD CARD )WNER STREET VILLAGE DIST. SUB. LOT J -ORMER OWNER N E ACR. ne 's 142 r A n Ir tf o rs ns ��.- �..., . c� �%f o f'ahCAS v((\Gty� eA0f"i NAL TYPE OF BUILDING G — — :S. SEAS. VL. // FARM OMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS �1 30-0-0 3G�u Q 1 `P. rrata_— �rYdNr,i��Y r vg�t -q 4pop a 2-} g3 n Z" r s 4o kav"a t L2(,LZ�\E�z- &Z c! - 4,n kp-ymcjH 411 4 o - L ) s - L11,71 f 70, &nl✓n /s) AGE BUILDING CONDITION 6 iz/oo -L ► zos30871 IY4C'_(UY� JEW NORMAL BELOW ABOVE I O( � 1 �7IZ� �9�3 ^ P+ � �Gm� (I�OY�CS I�YKG(K• �U� Y�U � =ARM Acre Value Per Value Acre b 1 t -1 v (11 40 �'�i,sohs • 5zc�, illable 1 liable 2 liable 3 oodland ✓ompland FRONTAGE ON WATER ushland �\ 1O©C1 o FRONTAGE ON ROAD ruse Plot 20- DEPTH \O q� BULKHEAD )tal I DOCK i n� ALBERT, RIGHTER & TITTMA IN ARCHITECTS, INC. 30 October, 2002 Damon Rallis Southold Town Building Dept. 53095 Rt. 25 Southold, NY 11971 Re: Parsons House, Fishers Island Dear Mr. Rallis: At your request, I am writing this letter to clarify the following two issues: 1. The room labeled "SHED" on the First Floor Plan is part of the Garage. There will not be a wall separating the two areas, and the floor will be continuous. 2. All the bathrooms shall have a minimum ceiling height of T-0". Please let me know if you would like any additional information. r C Since sqty Craig Gil son FNS� 58 Winter Street Boston, MA o2io8 Te1617-451-574o Fax 617-451-2309 www.alriti.com Jacob D.Albert James V. Righter John B. Tittmann Z & S CONTRACTING, INC. BOX 202•FISHERS ISLAND, NEW YORK 06390 Tel: (631) 788-7857 • Fax: (631) 788-5600 r, NOV 1 4 November 11, 2002 Dear Building Dept. Please note enclosed letter of acceptability that you requested for the foundation system that we are using on the Robert Parsons project on Fishers Island, NY. The permit number for this job is#28877-Z. Please call if I can be of any further help. Yours truly, Thomas J. Shillo, President Z&S Contracting Inc. 2002 Permit Nuber _ MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c Data filename:C:\Program Files\Check\MECcheck\Parsonsl.cck TITLE: Parsons COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/17/02 DATE OF PLANS:August 1,2002 PROJECT INFORMATION: House for Suzanne&Robert Parsons Fishers Island,NY COMPANY INFORMATION: Albert,Righter,&Tittmann Architects,Inc. 58 Winter St. Boston,MA 02108 COMPLIANCE:Passes Maximum UA=983 Your Home=892 9.3%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-ValueU Factor Ceiling 1: Flat Ceiling or Scissor Truss 2247 30.0 0.0 79 Wall 1: Wood Frame, 16"o.c. 5245 19.0 0.0 251 Window 1: Wood Frame, Double Pane with Low-E 899 0.370 333 Door 1: Solid 71 0.550 39 Door 2: Glass 97 0.450 44 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 3110 19.0 0.0 146 Furnace l: Forced Hot Air, 85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signe a e,they are attesting that to the best of his/her knowledge,belief, and pr fessional judgment, sugds i cations are in compliance with this Code. (� i� •Lpq� Builder/Designer Date CA 9�F X25447 MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE: 10/17/02 TITLE:Parsons Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] L Window 1: Wood Frame,Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: I Doors: [ ] 1. Door 1: Solid,U-factor: 0.550 Comments: [ ] 2. Door 2: Glass,U-factor: 0.450 #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: e la r Jfot w� La�nt I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] L Furnace 1: Forced Hot Air,85 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ l Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatine Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Un to 1.25" 1.5"to 2.0" Over " 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ranee(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) S�Q 12 12 L*$ 9 9 � 2 x 10 CEILING JOIST ! 120"-0' BOT.OF JOIST • ?x/0 RAFT 4.5 F 118'-2" TOP OF PLATE I HEA x 3 I/2" LV •, I LVL HEADER I 1T-2 1/2" 13"-7" 111'-0" TOP OF 2ND.FLR. 9 V2'WOOD 1'JOIST 9 1/2'WOOD T JOIST SUBFLR LVL BEAM i 12 —--� 0 i x TF9 I 107'-2" TOP OF PLATE N i� 100'-0" TOP OF 5T.FLP. aaaaprrnrarr SUBFLR. ,,,d�STEREO ARCI, STUDY 00MOn V I/I r• 6�� '>� lol�'tlo I V s ijj ••.. .• �F �c rxrafra��wur',a'�o nova niuerL.xisu UereiiLLmann IQJ 1102 10/22/2002 16 16 Sth£RIORMLLSHV 4 16174512309 N0.B44 D02 4 mn? .04 i --- ' STATa OF New YORK DEPARTMENT OF STATE ' 41 STATC $TRtLET AusAKY, NY 1 223 i-oo01 G[DRGC E. PATAW RANDY A. Dmw s GCb[1YWR SECRR�R1'OF$TAW June 26, 2002 -SkipReynoldx . Manager of Code Compliance Superior walls of America, Ltd. 937 Fast FArl Road New Holland, PA 17557 Re: CA 0005 Deur Mr. Reynolds: 'Phis notification amends the expiradon dart of Certificate of AMeptability No, 0005 (Fenner designation of 539.116-MC)from Juno 30.2002 to December 31, 2002. 'Ibis action is being taken in consideration of an impending transition in Nev., York State on duly 3, 2002 to building codes based upon the ICC fatally of International `� C"oiles•. The current building cede will remain in effCct during the transition period,which is wi icipated to end on December 31,2002. Accordingly,the subject of Certificate of Acceptability will be extended without fee until that date, at which time it will expire without opportunity lift renewal. The acceptability oi'products under the Inrernatiowl-based codes will be conditioned upon evaluation in accordance with criteria to be determined by the Department of State. 1 can be reached at (51 R)474-4073 if you have any questions. Sincerely, �_'r- i Higbee� ,Ail" Assistant Director for Technical Services Division of Code Enforcement and Administration Cc! George Clark �- WMw OCii CfoT� NT ��5 � EMu�.. Wcp((?cop sl'nTc wr tic -• nGr,mon cwt. . ?O'd EVIDT ZD-IO- Lrn niuert,xignt,eraaittmann 10003 10/22/2002 16:16 SIIPERIORWRLLSHV 4 16174512309 NO.844 D03 A.F%-0-2900 1414Z3 CODES DI4ISIQN 5113 4B6 4487 P.03 STATE FIflR PR@VEIVTION AN4 BiIILDfN6 CLIV_ac wscovw,61. ,.- CERTIFICATE OF ACCBPT049ILITy Na ' .. Page I of _ 1. ylanufaettinr 1 Product Superior Walls of America& I.td, Insulatod Foundation Wall System Sox 66A RD2 Eaat Earls 8A 17519 S. us Insulated Foundation Wall system functioning both as foundation and bAsement wall. i 4. Oasalptkn . . Insulated Foundation Wall System consists of precast concrete panels, a V thick minimum layer of Ve diameter clean, Crushed atone, a Convention/ concrete basement floor Slab and a conventional first floor SyatCM, Sas( of panels bear an Ile diameter clear, p=ushed atone and are laterally supported by the basement slab and first floor system. Danels ars e '-2" in height and are >aaflnufaotured in various lengths. system is suitable for tape 3b construction. Panels are cenetracted of three separate ¢otapOnent4l atselyt 7" thick Lai Shell With monolithically poured cvntinuoue top and bOttotp beams, 2k11x7%" reinforced concrete studs spaced 24' an canter and a layer of 1' thick extruded polyetyzene insulation board sandwiched between the face shell and concrete studs.. Pressure treated wood lath is poured wit the studs on interior 1;440. The continuous top beam acts as a support for sill plate and the structure above. The continuous bottom beam acts as a footing plate and transmits load to the Crushed stone. Thin Carifkate of Acceptability endaq that the UM fin P" anion and Building Cede Counal ryas ditwMined slut the product u tpwified In Housing and Building Codes Bureau Technroai Report No. 49A cempiie, whit the perommanee nquimenena Mt forth to On New Vo,k SUN" tlnllufm Fire Pterention end Building Code when 6wtaiied in aceordnroc wink the CendltUSM of Accepability fitted in flats 9. @ttaeJlva Dees Mtrrember 1.1986 �... October 31, 1488 / L ` a Ev4tiratfdel Oate Gtai 9pta Fite Pr.er+ntion and eu? n9 Cede Cosner `� 8C44 ta,au 11111/GUUG Ud:ZO FAA till 451 2309 AIbert,RlShter&Tlttmann [a004 ., 10/22/2002 16:16 SUPERIORWRLLSHU i 16174512309 NO.844 D04 . SFR-15-:2efa0 A CODES_DLV fi SL ;_- • ._ ..._ T i.ON _ 4Co F.04 - 6F Fri YL1N:c �iw i c n�'%-� B . 4a87 �f y�-,^:. .. .. C3RT7fI04T8 Op ACCES.TA&ILITY NO. �'?S'ti myc— Pap1,04 A-- Descrirtion (cont The aaee shell is reiiforced with 636x10 93. welded wire mesh. The oantiauou5 top and bott= beam are reinforced with a NO. 3 bar. The I. ocacrsca stud is rainforced with a No. 4 bar. Structural criteria4 wall panel design is based on: Equivalent-fluid weight of soil: 30 pet Roof Snow Load. 40 psf Attic Live L0441 20 ps! Second Floor Live Load: 30 psf First Floor Live Load: 40 Pet Concretas 5000 psf at 29 days Miniansa allowable soil pressura: 2000 Pet Field Nor%: Panels are positioned with s crane on a level, compacted mi.nistua 4" thick bed of gravel. Adjacent panels Ore boltsd toget:er at the continueas top and bottom beans. Sxtexior canner panels are poured with 45 degres chamfers which are bolted together at the con ,tauoas top and bottom beams. lnterier corner panels are Pour wit.4 a 61 loop ferrule in the continuous top and bottom beams. panels are connected with 2"x3"xh angles mad ]:" bolts. All wall panel aemms are c4glked with sealant for water tightZess: sill K u late is bolted to the ocntiunos top be= in staggered precast holes. The foundation shall be backfilled only after t*e basement slab is placed and the first floor installed. Opanings: Openings Ora precast in the panel as required. Treasure treated lumber framing is provided at door and wi..ndcw locations. Ir_ts=ioF, riaish:. Interior finish, namely h" thick gypsum board is apy"lied tc the 1"x3" pressure treated wood lmth in a eonvencional fashion. Attnc�med :aanu£saturerva drawinq illustrates details c? =-%atsunic , Fu`tre- details such as site prsparat:on and provision for licenced installers are given in marm factuers Literae�e. u M 1 I ui, vai cuua Alaef'L,mignt P.r&1'1LLmann 10005 10/22/2002 16:16 SLPERIORWRLLSHV i 16174512309 N0.644 D05 •� STAT-OF NEW YORK--=STATE FIAE'PREVENTION AN6'9UILOINCrCAOE COUNCIL - . ..• • .` CERTIFICATE OF ACCEPTABILITY NO. 5.39-86nMC F P7ge of F i. F ndWans of A tpwbilirf i That the material and method of construction shall conform co the i drawings and specifications submitted to, and on file with Che i Housing and Building Codes 3ureau. I 2. That the building does not exceed two storiAs' 'n height abova a 1 basement or cellar. I Tnac the foundation shall 'De backfilled only a;-raz- the baseman= e':2b and first floor system a:a in place. S. The: the backfill death shall not exceed 7' -9." That the soil conditions are sech thac ecuivaien_ =lc_c•so pressure dons not excead 30 Dcf: I i 5 . __11at a t" •chick min laver of 1/2"-diameter clean c_-shed oa spreed before panel- 5 -:e aositianed, 7. Thac the allowable sc'-1-bearing pressure shall ba 2,C00 psz n-• i greatar. For condi:ions exceeding this 1'mic, calculac'-ane :? a _:cersed profess:cnal enz'_teer era required. ?. mat an in"Lsted bocada:ion '.fall System be asacc:d by.ins:as-a „icansed by Superior ;a'_'_ c_' America, Ltd. I s`ia'_i Dee: '-� -- "Superic: 77F! 1- '_n sc:a:eC 1C That c^e lntariar be '_'_-'shed wi.h 1/24•t'-.4ck eras•: ;oaf•_' as a � thermal bar,Le'r. I T_T=H 7. - CORRECTED L/21/47 J] li I � 1 t9 I�oal • 1I �.l ..14UUL uo:tu ren 11.1 aoi zaua A1.bert,R1ghter&T1ttmann 14 006 10/22/2002 16:16 SWERIOFd*L.LSHV 4 16174512309 NO.044 P06 CONSTRUCTION PERSPECTIVE 10' ALLS D•[YplIM' as , r a IVTOtr-R• CD[NFA A .i_ •t�IM1ERgN` 1 , a y / J _ CMLAQ[ COIIYEmiNNAL , a:•. �Ea00R 10MIENRaNq Fill. CDmII11IICI00 INtolAttp rou"MA10+ wak STITEM NIS I+IONIA FIN RIIfArtM RWM OIL ORM1'MOE P Is INI RINM radl++A®{II+NIIa Mt lt�'rlll"IL Ia DnpA [I rADINAmm anm rdw TYPICAL PANEL INTERIOR CORNER DETAIL CRAWL SPACE DETAIL tOr�1[ �--'DOMp p(W IAawIL s _v INTERIOR ['WALLS On Lti ma ' UN =Lrf&M !NIA LICESP(a�A7•rYra'A0.EROIL •p m" I 1 v 1 Ear A' rI Ito r LIIC[ vAnes � rlAUEUM ��-_ ! d•Em[Es errnMN M'QL a•�O RlswI rEWID Ra,IaNwdl RI, PANEL SECTION 0-9 EXTERIOR CORNER DETAIL STUD/SHELL CONNECTION IouD[rALDIM Nr,l e. EXTERIOR MR tADWN66EA0 J. :A<rml. eai D•i . IERUAION PLAM r+J•raa wpomo1 IaLip010tw , .uur Alli NamO lr•-0k TACE Sltl,a JN• DAL( rA[F MIL p .•—LDMma1ug R[fST V0 flll0 FFLIEl i[wLOA FAIL NAIiEA ANMYaa a ,p reINILED wiI [Imrlu rarm+rme TY?. PANEL CONNECTION SILL SECTION C-C ELivD�aalK MtnNp POLALT j�'[ON00EAN IAu�NVw sN[AA COmMEGra Rm n cpAOE Malmo IAOCLE e mcbmsrue n A I"IEp[[AI[p lar( r0 JIUMP RI IWN Oi SD[V Iw1 I 10.aN fa[E o �-� MEED t WAM[IDI w nEIV M.K arlatlrNM, - •l0.D[ • i[s � IM$lN•1IRN LMR IBM 7'+Wil\• sN0 sNL n[ 17 DlOIp M DtDM a�Ir SUPERIOR WALLS FABRICATION & CONSTRUCTION DETAILS r 1 \} r C ro V✓indowstbeduLe sO 8/21/2002 \ r, 0 Albert,Righter&Tittmann Architects _ o Parsons House,Fishers Island,NY Window Schedule 1-Au -02 i - - FRAME SIZE I NOTES By.. TYPE R.O.SIZE � KEyY Width Hei t Width Height MarvinUltimate Dbl.Hunj 11 Y-2 3/8" 5'-8 7/8" 3'•13/8" T._ 5'-8 3/8__ See Devil 4 A 32301 Clad 11 Gan ed units to allow a. Muntin:3W3H over 1 1 for 3" stud eke[ Marvin Awnin 1 VFY 2'•7 5/8" 3'-0° j 2'-71/8" w B 3632 Clad 1 Double Uni m Muntin:3W3H ,Marvin Ultimate Dbl.Hun 4 3'-10 3/8" 6'-47/8 V-9 3/8" V-4 3/8" C 4034 I Muntin:3W3H over 1 I ISeeDetail y Marvin Ultimate Dbl.Hun 8 4'-2 3/8" T-07/8" 4'.13/8" —5'-03/9" D Custom jMuntin:4W3H over l _--_ -- - x MarvinAwning 2 1 E 3624 Clad _ —- -- --= ---- - —. N CD Muntin:3W2H Marvin Clsemastey 4 2'4" 3'-115/8' T-01; I 3'411/8"�—__ F 2448 Clad --- N Muntin:2W4H I I Marvin Ultimate Dbl.Hun 4 3'-6 3/8' 5'-0 7/8" Y-5 3/8" G 3626 _ Clad j Muntin:4W3H over 1 1 a JAwnin 8 3'4" 2'-75/8" 3'-0" 2'-71/8" H 3632 Clad _�— —�---- -T- Muntin:3W2H Marvin Casemascer 3 1'-9" 3' 4 9/16" 1' 8"— 3'-4 1/16"—• ,_-- — --- 2040 Clad _ _ j ..-- -.... -- ---- — li Muntin: 1W2H Marvin Casemaster _ 2 VFY 2'-115/6" 2'-0" 2'•11 1/8" - 2436 — —Clad K iTriple Uni1ts I _. .._ .... —_ Muntin:2W3H I 0 windowschedule iO 8/21/2002 \ N 0 Marvin CasemasteClar 4 2'-1" 2'-115/8' 2'-0" 2'•111/8' o ro L 2436 d —. ae Muntin:2W3H 0 Marvin jUltimate Dbl.Hung 1 3'-0 3/8" 4'-8 7/8" 2'-113/8" 4'-8 3/8" 41 M3024 Clad Muntin:3W31-1 over 1 W MarvinUltimateDbl.Hun 1 3'-103/8" 4' 47/8' N 1 40221 Clad Muntin:4W2H over 1 Marvin UltimateDbl.Hun 2 2'•23/8" 4' 47/8" V-13/8" 4'-43/8' c m p 2022 Clad (Muntin:2W211 over 1 Marvin Casemaster 1 V 3'-115/8" 2'-4" 13/8' p r 2848 Clad Tri le Units Muntin: 2W2H 'Marvin Ultimate Dbl.Hun 1 V-6 3/8" 4'-8 7/8" 3'-5 3/8' 4'-8 3/8" a K Q 3624 Clad j Muntin:4W3H over 1 Marvin Ultimate Dbl.Hun R 2824 Clad `mss Muntin: 3W3H over 1 ' `3 Marvin Ultimate Dbl.Hun 1 2'-6 3/8" 5'-4 7/8" T-5 3/8" 5'-4 3/8" eetr S 2428 Clad Muntin:2W3H over 1 !Marvin Ultimate Dbl.Hun 1 2'-8 3/8" 6'-47/8" T-73/8" 6'-4 3/8" T 2674 Clad i Muntin:2W3H over 1 i Cladding Color Stone Whim Casin s 5/4 x 3 1/2" Cedar,Typ. --... _ ._ .. . . . . — __ Glass _ Clear,Low-E,Insulated Glazing interior Finish _ Facto rimed w/one coat of acrylic luex _ Sills 'Heavy",2"Face,For gtanzed units#Is 8c 04s rovide sill horn extensions Muntin Simulated Divided Lite 7/8"bar both sides of R ass 0 Spacer Bar C6EppIIO. —' _ . .. " --'- w `Sash lifts - -- — Screens All;Doubllq=,g windows,half screens.Stone White; y DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 ! KIRBY BUILDING SYSTEMnTNi ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! P.O. BOX 390 PORTLAND1 8 jTER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS BALTIC, CT. __+__BUIL__ __ DRESS___BALTIC_________________++______________________ _ _ +_ _ _ -_-________-____-___-__________ /J Engineer / Date: Checker / Date: BUILDING DESCRIPTION: Type: RGF Span: 40-00-00 Length: 1 0-00-00 Back Eave Height: 14-00-00 Front Eave Height: 14-00-00 Back Roof Slope: 3.000/12 Front Roof Slope: 3.000/12 Bay Spacing: 3®20,19,21 GOVERNING LOAD CODE: 2000 International Building Code /2000 uCODE C DESIGN LOADS INFORMATION: Designed As Enclosed Structure �� E 'w �_7I ` t ;3) Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Factor: I Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 Snow: 38.74 PSF Ground Snow: 45.00 PSF Importance Factor: 1.00 Roof Snow Coeff: 1.00 Exposure Factor: 1.00 Thermal Factor: 1.00 Roof Surface Type: Unobstructed slippery Wind: Speed: 120 MPH Importance Factor: 1.00 Exposure: B K1: NA K2: NA K3: NA Kzt: 1.00 Seismic: S1: 0.13 Ss: 0.25 R: 4.00 Cd: 3.50 Is: 1.00 Seismic Use Group: I Site Class: D Seismic Design Category: C Analysis Procedure - Equivalent Lateral Force Procedure Lateral Structural System: Ordinary Moment Frames of Steel TABLE OF CONTENTS: 5 Manual Design: Pages To 2 Back Sidewall Design Pages � To3 Frame Design Pages 7j Toll Front Sidewall Design Pages PjgTo 40 Roof Design Pages I$ To3� Left Endwall Design Pages !E� To S 7 Roof Bracing Design Pages y�To3-� Right Endwall DesignPages C7 To . --------- ---- + !+---------------------------------------------------------------------------------------------------------- ! ! Additional Comments ! ! This Building is Designed As An Enclosed Structure. All Exterior Components (Doors, Windows, etc.) Must Be Designed ! ! To Withstand The Wind Loadings Specified For The Design Of Components And Cladding In The ! ! 2000 International Building Code ! In Addition all areas of exterior glazing must be protected from breakage by windborne debris by a screen or barrier. ! ! This Design Extends Only For The Loads Specified On Kirby's Purchase Order As Applied To +------------------------------� ! The Structural Components Of The Building Designed And Fabricated By Kirby And Erected In 1 OF NE y ! Accordance With Kirby's Instructions. ' ! F. 0,9� ! ! Kirby Designs In Accordance With The Design Provisions Of The 1989 AISC Specification ! C2 ! For The Design, Fabrication And Erection Of Structural Steel Buildings, The 1996 AISI ! Specification For The Design Of Cold-Formed Steel Structural Members, The 1996 MBMA ! `� ! Low Rise Building Systems And The AISC Steel Design Guide Number 3 -- Serviceability ! = 7 ! ! Design Considerations For Low- Rise Buildings. '• '� ! Note That Kirby's Engineer Is Not Acting As The Engineer Of Record For This Construction ! Project And Is Not Responsible For Observation Or Inspection Of The Erection Of The 1 .�J .�-,�,•. ! Building System. `� r Kirby Building Systems Is An AISC Quality Certified Fabricator In Catagory MB. ! -------------------------------+----------------------------+ DATE: 7-APR-2003 JOB NO. 529463PNL PAGE 1 _______________________♦ ! KIRBYBUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS : BALTIC, CT. _____♦____________________________________________+___________________________________________t aa+ara+aaa++aa+++++t+++arr+++ar+++++r++++ • S U M M A R Y P A N E L C H E C K ++raa+ataaaart+++tr+arr++++ar++++rt+++raa ELEVATION: Back Roof PANEL TYPE: KR PANEL GAGE: 26 PANEL CHECK: LOCATION FROM LEFT STEEL LINE: Interior UNITY CHECK: 0.6436 DEFLECTION: L/ 607 ��� LOCATION FROM LEFT STEEL LINE: Rake UNITY CHECK: 0.6438 DEFLECTION: L/ 607 ELEVATION: Front Roof PANEL TYPE: KR PANEL GAGE: 26 PANEL CHECK: LOCATION FROM LEFT STEEL LINE: Interior UNITY CHECK: 0.6438 DEFLECTION: L/ 607 LOCATION FROM LEFT STEEL LINE: Rake UNITY CHECK: 0.6438 DEFLECTION: L/ 607 ELEVATION: Back Sidewall PANEL TYPE: KN PANEL GAGE: 26 PANEL CHECK: LOCATION FROM RIGHT STEEL LINE: 22-06-00 UNITY CHECK: 0.8067 DEFLECTION: L/ 90 LOCATION FROM RIGHT STEEL LINE: 25-06-00 UNITY CHECK: 0.8454 DEFLECTION: L/ 93 LOCATION FROM RIGHT STEEL LINE: 28-06-00 UNITY CHECK: 0.0904 DEFLECTION: L/ 2556 LOCATION FROM RIGHT STEEL LINE: 97-06-00 UNITY CHECK: 0.9289 DEFLECTION: L/ 75 ELEVATION: Front Sidewall PANEL TYPE: KW PANEL GAGE: 26 PANEL CHECK: LOCATION FROM LEFT STEEL LINE: 2-00-00 UNITY CHECK: 0.9289 DEFLECTION: L/ 75 LOCATION FROM LEFT STEEL LINE: 8-00-00 UNITY CHECK: 0.8067 DEFLECTION: L/ 90 LOCATION FROM LEFT STEEL LINE: 78-00-00 UNITY CHECK: 0.8108 DEFLECTION: L/ 90 ELEVATION: Left Endwall PANEL TYPE: KW PANEL GAGE: 26 PANEL CHECK: LOCATION FROM BACK STEEL LINE: 20-00-00 UNITY CHECK: 0.2262 DEFLECTION: L/ 733 LOCATION FROM BACK STEEL LINE: 17-00-00 UNITY CHECK: 0.2268 DEFLECTION: L/ 735 LOCATION FROM BACK STEEL LINE: 14-00-00 UNITY CHECK: 0.2303 DEFLECTION: L/ 737 LOCATION FROM BACK STEEL LINE: 11-00-00 UNITY CHECK: 0.2358 DEFLECTION: L/ 739 LOCATION FROM BACK STEEL LINE: 8-00-00 UNITY CHECK: 0.2358 DEFLECTION: L/ 739 LOCATION FROM BACK STEEL LINE: 5-00-00 UNITY CHECK: 0.3432 DEFLECTION: L/ 535 LOCATION FROM BACK STEEL LINE: 2-00-00 UNITY CHECK: 0.2795 DEFLECTION: L/ 601 DATE: 7-APR-2003 JOB NO. 529463PARTPNL PAGE 1 ______________________________ ______._____________________________- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS : BALTIC, CT. ! #______________.________-____________________# • S U M M A R Y P A N E L C H E C K ELEVATION: Right Endwall PANEL TYPE: KW PANEL GAGE: 26 PANEL CHECK: LOCATION FROM FRONT STEEL LINE: 20-00-00 UNITY CHECK: 0.2262 DEFLECTION: L/ 733 LOCATION FROM FRONT STEEL LINE: 17-00-00 UNITY CHECK: 0.2268 DEFLECTION: L/ 735 0(5 LOCATION FROM FRONT STEEL LINE: 14-00-00 UNITY CHECK: 0.2303 DEFLECTION: L/ 737 LOCATION FROM FRONT STEEL LINE: 11-00-00 UNITY CHECK: 0.2358 DEFLECTION: L/ 739 LOCATION FROM FRONT STEEL LINE: 8-00-00 UNITY CHECK: 0.2358 DEFLECTION: L/ 739 LOCATION FROM FRONT STEEL LINE: 5-00-00 UNITY CHECK: 0.3432 DEFLECTION: L/ 535 LOCATION FROM FRONT STEEL LINE: 2-00-00 UNITY CHECK: 0.2795 DEFLECTION: L/ 601 1 DATE: 7—APR-2003 JOB NO. 529463 PAGE 1 • _____________________________________________*___________________________________________- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME : MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS : BALTIC, CT. ____________________________________________+_____________—___—_________________________+ tww+++aatr+++aaarww++aaarwaaaarr+++++xtr+++++tt+axx * M A I N F R A M E D E S I G N R E P O R T rw++++arrrw+rarrr+++w+ar+w++++trwwat++++wxarr+r++++ FRAME TYPE: RIGID FRAME GABLE TYPE ROOF FRAME IS SYMMETRICAL FRAME DESIGNED BY INTERACTION FRAME IS USED AT FRAME LINES: 2, 3, 4, 5 THIS FRAME IS DESIGNED WITH CONSIDERING FLANGE HOLE REDUCTION _ J�7 I//3 BUILDING WIDTH: 40-00-00 DESIGN BAY SPACING: 20-00-00 PEAK LOCATION: HORIZONTAL: 20-00-00 VERTICAL: 19-00-00 BACK COLUMN: BASE ELEVATION: 0-00-00 LOCATION: 0-00-00 EAVE HEIGHT: 14-00-00 GIRTS ARE BY—FRAMED GIRT DEPTH: 0-08-00 GIRT LOCATIONS (FROM BASE OF COLUMN.) (A * INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS.) 7-04-00* 11-06-00* 14-00-00 BACK RAFTER: ROOF SLOPE: 3.000/12 PURLINS ARE BY—FRAMED PURLIN DEPTH: 0-08-00 PURLIN LOCATIONS (FROM THE PEAK) (A * INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS.) 1-08-00* 3-08-00* 7-08-00* 11-08-00* 15-08-00* 18-08-00* 20-07-06 FRONT RAFTER: ROOF SLOPE: 3.000/12 PURLINS ARE BY—FRAMED PURLIN DEPTH: 0-08-00 PURLIN LOCATIONS (FROM THE PEAK) (A * INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS.) 1-08-00* 3-08-00* 7-08-00* 11-08-00* 15-08-00* 18-08-00* 20-07-06 FRONT COLUMN: BASE ELEVATION: 0-00-00 LOCATION: 40-00-00 EAVE HEIGHT: 14-00-00 GIRTS ARE BY—FRAMED GIRT DEPTH: 0-08-00 GIRT LOCATIONS (FROM BASE OF COLUMN.) (A * INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS.) 7-04-00* 11-06-00* 14-00-00 DATE: 7-APR-2003 JOB NO. 529463 PAGE 2 CONNECTION BOLTS: A325 MATERIAL YIELD STRESSES: TOP FLANGE: 55.00 KSI BOTTOM FLANGE: 55.00 KSI WEB: 55.00 KSI AISC SHAPES: 36.00 KSI PIPE COLUMN: 36.00 KSI AISI SHAPES: 55.00 KSI STIFFENER PLATE: 55.00 KSI CONNECTION PLATE: 55.00 KSI BASE PLATE: 55.00 KSI ANCHOR BOLT: 36.00 KSI F'C FOR CONCRETE: 3.00 KSI CLEARANCES: (FROM REFERENCE ELEVATION) VERTICAL BACK @ HAUNCH: 12-02-03 VERTICAL @ PEAK: 17-04-15 VERTICAL FRONT @ HAUNCH: 12-02-03 HORIZONTAL FROM BACK @ HAUNCH: 34-11-00 GOVERNING LOAD CODE: 2000 International Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Factor: I Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 Snow: 38.74 PSF Ground Snow: 45.00 PSF Importance Factor: 1.00 Roof Snow Coeff: 1.00 Exposure Factor: 1.00 Thermal Factor: 1.00 Roof Surface Type: Unobstructed slippery Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Endzone Width: 8-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 Seismic: S1: 0.13 Ss: 0.25 R: 4.00 Cd: 3.50 Is: 1.00 Seismic Use Group: I Site Class: D Seismic Design Category: C Analysis Procedure - Equivalent Lateral Force Procedure Lateral Structural System: Ordinary Moment Frames of Steel DEFLECTION LIMIT OVERRIDES: ** NONE ** LOADING CONDITIONS: DEFLECTION LIMITS NAME DESCRIPTION HORIZONTAL VERTICAL ---- -------------------- ---------- -------- SWT Self weight DL Dead Load SL Snow Load H/ 120 L/ 180 CL Collateral Load USL Unbal. Snow Left H/ 120 L/ 180 - ER Seismic Load ERS Seismic Load (SWT) WBL Wind Balloon. Left H/ 120 L/ 180 WBR Wind Balloon. Right H/ 120 L/ 180 USR Unbal. Snow Right H/ 120 L/ 180 WLP. Wind Left & Int Pre H/ 120 L/ 180 WLS Wind Left & Int Suc H/ 120 L/ 180 Lll REW WL TRANSFER H/ 120 L/ 180 EL Seismic Load ELS Seismic Load (SWT) WRP Wind Right & Int Pre H/ 120 L/ 180 WRS Wind Right & Int Suc H/ 120 L/ 180 R11 Anti-Symmetry of Lll H/ 120 L/ 180 DATE: 7-APR-2003 JOB NO. 529463 PAGE 3 ' LOADING COMBINATIONS: OVERALL DEFLECTION LIMITS NAME DESCRIPTION FACTOR HORIZONTAL VERTICAL ____ _____________________________________________ _______ ---------- -------- 0002 DL+SL+CL 1.00 0033 DL+USL+CL 1.00 5033 Anti-Symmetry of 0033. 1.00 0155 DL+.75(SL+CL+WLP) 1.00 5155 Anti-Symmetry of 0155 1.00 0157 DL+.75(SL+CL+WLS) 1.00 5157 Anti-Symmetry of 0157 1.00 0159 DL+.75(USL+CL+WLP) 1.00 5159 Anti-Symmetry of 0159 1.00 0161 DL+.75(USL+CL+WLS) 1.00 5161 Anti-Symmetry of 0161 1.00 0265 DL+.75(SL+CL+WBL) 1.00 0266 DL+.75(SL+CL+WBR) 1.00 0267 DL+.75(USL+CL+WBL) 1.00 0268 DL+.75(USR+CL+WBR) 1.00 0297 .6DL+WLP 1.00 5297 Anti-Symmetry of 0297 1.00 0299 .6DL+WLS 1.00 5299 Anti-Symmetry of 0299 1.00 0301 .6DL+WBL 1.00 0302 .6DL+WBR 1.00 3035 0.85(DL+CL)+1.00ER 1.00 8035 Anti-Symmetry of 3035 1.00 3037 1.25(DL+CL)+0.20SL+1.00ER 1.00 - 8037 Anti-Symmetry of 3037 1.00 3039 1.25(DL+CL)+.2USL+I.00ER 1.00 8039 Anti-Symmetry of 3039 1.00 4097 .6DL+WLP+REW TRANSFER 1.00 9097 Anti-Symmetry of 4097 1.00 4099 .6DL+WLS+REW TRANSFER 1.00 9099 Anti-Symmetry of 4099 1.00 NAME CONDITIONS/FACTORS ____ _ _______________________________________________________________________ 0002 1.00 SWT 1.00 DL 1.00 SL 1.00 CL 0033 1.00 SWT 1.00 DL 1.00 CL 1.00 USL 5033 1.00 SWT 1.00 DL 1.00 CL 1.00 USR 0155 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WLP 5155 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WRP 0157 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WLS 5157 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WRS 0159 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WLP 5159 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 WRP 0161 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WLS 5161 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 WRS 0265 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WBL 0266 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WBR 40 a DATE: 7-APR-2003 JOB NO. 529463 PAGE 4 NAME CONDITIONS/FACTORS ____ --------------------------------------------------------------___________________________________________ 0267 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WBL 0268 1.00 SWT 1.00 DL 0.75 CL 0.75 WBR 0.75 USR 0297 0.60 SWT 0.60 DL 1.00 WLP 5297 0.60 SWT 0.60 DL 1.00 WRP 0299 0.60 SWT 0.60 DL 1.00 WLS 5299 0.60 SWT 0.60 DL 1.00 WRS 0301 0.60 SWT 0.60 DL 1.00 WBL 0302 0.60 SWT 0.60 DL 1.00 WBR 3035 0.85 SWT 0.85 DL 0.85 CL 1.00 ER 1.00 ERS 8035 0.85 SWT 0.85 DL 0.85 CL 1.00 EL 1.00 ELS 3037 1.25 SWT 1.25 DL 0.20 SL 1.25 CL 1.00 ER 1.00 ERS 8037 1.25 SWT 1.25 DL 0.20 SL 1.25 CL 1.00 EL 1.00 ELS 3039 1.25 SWT 1.25 DL 1.25 CL 0.20 USL 1.00 ER 1.00 ERS 8039 1.25 SWT 1.25 DL 1.25 CL 0.20 USR 1.00 EL 1.00 ELS 4097 0.60 SWT 0.60 DL 1.00 WLP 1.00 Lll 9097 0.60 SWT 0.60 DL 1.00 WRP 1.00 R11 4099 0.60 SWT 0.60 DL 1.00 WLS 1.00 L11 9099 0.60 SWT 0.60 DL 1.00 WRS 1.00 R11 a+x++aarx+aa++xxx+axxx+++xxaa+rxxaaaaax + C O N C E N T R A T E D L O A D S r++aaaaaaa+aar++a++xx++sax++aa+x+arrrx+ MEASUREMENT CONVENTIONS: Peak Loads Are Located At Mid-Depth Of Rafter At Peak. - Haunch Loads Are Located At Column Haunch. Space Loads - Locations Are Measured Positive Upward And Positive Toward Peak From Base Of Column At Sheeting Line. inside Flange Loads - Locations Are Measured Positive Upward From Column Base And Positive Toward Peak From Sheeting Line. The Delta Value (Indicated By A '+') Is The Distance From The Inside Flange To The Load, Measured Positive Downward Or Positive Toward The Peak. Interior Column Space Loads - Locations Are Measured Positive Upward And Positive Towards The Front Sidewall From The Base Of The Column At The Column Centerline. Interior Column Flange Loads - Locations Are Measured Positive Upward From The Base Of The Column At The Column Centerline. The Delta value (Indicated By A 'a') Is The Distance From The Flange Closest To The Back (Or Front) Sidewall To The Load, Measured Positive Toward The Back (Or Front) Sidewall. Concentrated Load Magnitudes Are Positive Toward The Right, Positive Downward, And Positive Clockwise For Moments. LOAD FRAME LOAD HORIZONTAL VERTICAL MOMENT <----- LOCATION -----> CONDITION PORTION TYPE (KIPS) (KIPS) (KIP-FT) HORIZONTAL VERTICAL _________ ______________ ---------- -------- ________ ---------- ---------- EL Back Column Haunch Load 0.747 0.000 0.000 DEFAULT DEFAULT ER Front Column Haunch Load -0.747 0.000 0.000 DEFAULT DEFAULT L11 Back Column Haunch Load 2.200 0.000 0.000 DEFAULT DEFAULT Rll Front Column Haunch Load -2.200 0.000 0.000 DEFAULT DEFAULT 7 DATE: 7-APR-2003 JOB NO. 529463 PAGE 5 ++arrr+i+rrax#++++x+iia+rx+++#ax#•#arxxi++ar+###aax++ra * S P E C I A L C O N C E N T R A T E D L O A D S MEASUREMENT CONVENTIONS: See Concentrated Loads. LOAD FRAME LOAD HORIZONTAL VERTICAL MOMENT <----- LOCATION -----> CONDITION PORTION TYPE (KIPS) (KIPS) (KIP-FT) HORIZONTAL VERTICAL _________ ______________ _ ________ ________ ---------- ERS Front Column Haunch Load -0.063 0.000 0.000 DEFAULT DEFAULT ELS Back Column Haunch Load 0.063 0.000 0.000 DEFAULT DEFAULT ++xrr•xxirrrx++ia+++++t * A R E A L O A D S MEASUREMENT CONVENTIONS: Area Load Locations Are Measured Positive Upward From Column Base, And Positive Toward Peak. Dead, Live, And Collateral Load Magnitudes Are Measured Positive Downward. Wind Load Is Positive For Pressure. LOAD FRAME LOAD TRIBUTARY MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION PORTION TYPE LENGTH START END START END _________ ____________ _________ --------- ---------- DL Back Rafter Area Dead 20.000 2.000 2.000 START END DL Front Rafter Area Dead 20.000 2.000 2.000 START END SL Back Rafter Area Live 20.000 38.744 38.744 START END SL Front Rafter Area Live 20.000 38.744 38.744 START END USL Front Rafter Area Live 20.000 58.116 58.116 START END USR Back Rafter Area Live 20.000 58.116 58.116 START END WBL Back Column Area Wind - 20.000 -13.830 -13.830 START END WBL Back Rafter Area Wind 20.000 -19.099 -19.099 START END WBL Front Rafter Area Wind 20.000 -12.074 -12.074 START END WBL Front Column Area Wind 20.000 -13.830 -13.830 START END WBR Back Column Area Wind 20.000 -13.830 -13.830 START END WBR Back Rafter Area Wind 20.000 -12.074 -12.074 START END WBR Front Rafter Area Wind 20.000 -19.099 -19.099 START END WBR Front Column Area Wind . 20.000 -13.830 -13.830 START END WLP Back Column Area Wind 20.000 6.549 6.549 START END WLP Back Rafter Area Wind 20.000 -19.099 -19.099 START END WLP Front Rafter Area Wind 20.000 -13.529 -13.529 START END WLP Front Column Area Wind 20.000 -12.169 -12.169 START END WLS Back Column Area Wind 20.000 14.452 14.452 START END WLS Back Rafter Area Wind 20.000 - -11.196 -11.196 START END WLS Front Rafter Area Wind 20.000 -5.626 -5.626 START END WLS Front Column Area Wind 20.000 -4.266 -4.266 START END DATE: 7-APR-2003 JOB NO. 529463 PAGE 6 ' LOAD FRAME LOAD TRIBUTARY MAGNITUDE (LHS./SQ.FT.) c----- LOCATION -----> CONDITION PORTION TYPE LENGTH START END START .END --------- ------------ --------- --------- ----------------------- ---------- ---------- WRP Back Column Area Wind 20.000 -12.169 -12.169 START END WRP Back Rafter Area Wind 20.000 -13.529 -13.529 START END WRP Front Rafter Area Wind 20.000 -19.099 -19.099 START END WRP Front Column Area Wind 20.000 6.549 6.549 START END WRS Back Column Area Wind 20.000 -4.266 -4.266 START END WRS Back Rafter Area Wind 20.000 -5.626 -5.626 START END WRS Front Rafter Area Wind 20.000 -11.196 -11.196 START END WRS Front Column Area Wind 20.000 14.452 14.452 START END CL Back Rafter Collateral 20.000 3.000 3.000 START END CL Front Rafter Collateral 20.000 3.000 3.000 START END +++x+xx++a+xxx++a+x+x+++x * D E F L E C T I O N S a+xx+++++x+++aa+xx+++aax+ POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS LOAD COMBINATION LOCATION HORIZONTAL (INCHES) VERTICAL (INCHES) NAME DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE ACTUAL ALLOWABLE ---- --------------------------------------------- ----------- ---------- ---------- ---------- ---------- 0002 DL+SL+CL BACK KNEE -0.459 0.003 0002 DL+SL+CL PEAK 0.000 -1.726 0002 DL+SL+CL FRONT KNEE 0.459 0.003 0033 DL+USL+CL BACK KNEE -1.479 0.062 0033 DL+USL+CL PEAK -1.132 -1.351 0033 DL+USL+CL FRONT KNEE -0.760 -0.057 5033 Anti-Symmetry of 0033 BACK KNEE 0.760 -0.057 5033 Anti-Symmetry of 0033 PEAK 1.132 -1.351 5033 Anti-Symmetry of 0033 FRONT KNEE 1.479 0.062 0155 DL+.75(SL+CL+WLP) BACK KNEE 0.134 -0.015 0155 DL+.75(SL+CL+WLP) PEAK 0.377 -0.910 0155 DL+.75(SL+CL+WLP) FRONT KNEE 0.622 0.019 5155 Anti-Symmetry of 0155 BACK KNEE -0.622 0.019 5155 Anti-Symmetry of 0155 PEAK -0.377 -0.910 5155 Anti-Symmetry of 0155 FRONT KNEE -0..134 -0.015 0157 DL+.75(SL+CL+WLS) BACK KNEE 0.100 -0.016 0157 DL+.75(SL+CL+WLS) PEAK 0.377 -1.049 0157 DL+.75(SL+CL+WLS) FRONT KNEE 0.657 0.018 5157 Anti-Symmetry of 0157 BACK KNEE -0.657 0.018 5157 Anti-Symmetry of 0157 PEAK -0.377 -1.049 5157 Anti-Symmetry of 0157 FRONT KNEE -0.100 -0.016 . vl DATE: 7-APR-2003 JOB NO. 529463 PAGE 7 0159 DL+.75(USL+CL+WLP) BACK KNEE -0.631 0.030 0159 DL+.75(USL+CL+WLP) PEAK -0.471 -0.628 0159 DL+.75(USL+CL+WLP) FRONT KNEE -0.292 -0.026 5159 Anti-Symmetry of 0159 BACK KNEE 0.292 -0.026 5159 Anti-Symmetry of 0159 PEAK 0.471 -0.628 5159 Anti-Symmetry of 0159 FRONT KNEE 0.631 0.030 0161 DL+.75(USL+CL+WLS) BACK KNEE -0.665 0.029 0161 DL+.75(USL+CL+WLS) PEAK -0.471 -0.768 0161 DL+.75(USL+CL+WLS) FRONT KNEE -0.258 -0.027 5161 Anti-Symmetry of 0161 BACK KNEE 0.258 -0.027 5161 Anti-Symmetry of 0161 PEAK 0.471 -0.768 5161 Anti-Symmetry of 0161 FRONT KNEE 0.665 0.029 0265 DL+.75(SL+CL+WBL) BACK KNEE -0.518 0.016 0265 DL+.75(SL+CL+WBL) PEAK -0.240 -1.029 0265 DL+.75(SL+CL+WBL) FRONT KNEE 0.040 -0.008 0266 DL+.75(SL+CL+WBR) BACK KNEE -0.040 -0.008 0266 DL+.75(SL+CL+WBR) PEAK 0.240 -1.029 0266 DL+.75(SL+CL+WBR) FRONT KNEE 0.518 0.016 0267 DL+.75(USL+CL+WBL) BACK KNEE -1.283 0.060 0267 DL+.75(USL+CL+WBL) PEAK -1.089 -0.748 0267 DL+.75(USL+CL+WBL) FRONT KNEE -0.874. -0.053 0268 DL+.75(USR+CL+WBR) BACK KNEE 0.874 -0.053 0268 DL+.75(USR+CL+WBR) PEAK 1.089 -0.748 0268 DL+.75(USR+CL+WBR) FRONT KNEE 1.283 0.060 0297 .6DL+WLP BACK KNEE 0.631 -0.022 0297 .6DL+WLP PEAK 0.503 0.485 0297 .6DL+WLP FRONT KNEE 0.378 0.023 5297 Anti-Symmetry of 0297 BACK KNEE -0.378 0.023 5297 Anti-Symmetry of 0297 PEAK -0.503 0.485 5297 Anti-Symmetry of 0297 FRONT KNEE -0.631 -0.022 0299 .6DL+WLS BACK KNEE 0.585 -0.024 0299 .6DL+WLS PEAK 0.503 0.298 0299 .6DL+WLS FRONT KNEE 0.424 0.022 5299 Anti-Symmetry of 0299 BACK KNEE -0.424 0.022 5299 Anti-Symmetry of 0299 PEAK -0.503 0.298 5299 Anti-Symmetry of 0299 FRONT KNEE -0.585 -0.024 0301 .6DL+WBL BACK KNEE -0.239 0.018 0301 .6DL+WBL PEAK -0.321 0.325 0301 .6DL+WBL FRONT KNEE -0.398 -0.013 � o DATE: 7-APR-2003 JOB NO. 529463 PAGE 8 0302 .6DL+WBR BACK KNEE 0.398 -0.013 0302 .6DL+WBR PEAK 0.321 0.325 0302 .6DL+WBR FRONT KNEE 0.239 0.018 3035 0.85(DL+CL)+1.00ER BACK KNEE -0.859 0.032 3035 0.85(DL+CL)+1.00ER PEAK -0.707 -0.588 3035 0.85(DL+CL)+1.00ER FRONT KNEE -0.552 -0.033 8035 Anti-Symmetry of 3035 BACK KNEE 0.552 -0.033 8035 Anti-Symmetry of 3035 PEAK 0.707 -0.588 8035 Anti-Symmetry of 3035 FRONT KNEE 0.859 0.032 3037 1.25(DL+CL)+0.20SL+1.00ER BACK KNEE -1.223 0.034 3037 1.25(DL+CL)+0.20SL+1.00ER PEAK -0.707 -1.954 3037 1.25(DL+CL)+0.20SL+1.00ER FRONT KNEE -0.189 -0.031 8037 Anti-Symmetry of 3037 BACK KNEE 0.189 -0.031 8037 Anti-Symmetry of 3037 PEAK 0.707 -1.954 8037 Anti-Symmetry of 3037 FRONT KNEE 1.223 0.034 3039 1.25(DL+CL)+.2USL+I.00ER BACK KNEE -1.937 0.076 3039 1.25(DL+CL)+.2USL+I.00ER PEAK -1.499 -1.691 3039 1.25(DL+CL)+.2USL+I.00ER FRONT KNEE -1.043 -0.073 8039 Anti-Symmetry of 3039 BACK KNEE 1.043 -0.073 8039 Anti-Symmetry of 3039 PEAK 1.499 -1.691 8039 Anti-Symmetry of 3039 FRONT KNEE 1.937 - 0.076 4097 .6DL+WLP+REW TRANSFER BACK KNEE 1.197 -0.049 4097 .6DL+WLP+REW TRANSFER PEAK 1.052 0.548 4097 .6DL+WLP+REW TRANSFER FRONT KNEE 0.907 0.047 9097 Anti-Symmetry of 4097 BACK KNEE -0.907 0.047 9097 Anti-Symmetry of 4097 PEAK -1.052 0.548 9097 Anti-Symmetry of 4097 FRONT KNEE -1.197 -0.049 4099 .6DL+WLS+REW TRANSFER BACK KNEE 1.152 -0.050 4099 .6DL+WLS+REW TRANSFER PEAK 1.052 0.362 4099 .6DL+WLS+REW TRANSFER FRONT KNEE 0.952 0.046 9099 Anti-Symmetry of 4099 BACK KNEE -0.952 0.046 9099 Anti-Symmetry of 4099 PEAK -1.052 0.362 9099 Anti-Symmetry of 4099 FRONT KNEE -1.152 -0.050 0 DATE: 7-APR-2003 JOB NO. 529463 PAGE 9 • D E F L E C T I O N S * .. i*iik+#}}}+iii##i}}iiii*k POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, ANGLES - POSITIVE COUNTER-CLOCKWISE LOAD CONDITION LOCATION HORIZONTAL (INCHES) VERTICAL (INCHES) NAME DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE ACTUAL ALLOWABLE ---- -------------------- ----------- ---------- ---------- ---------- ---------- SWT Self Weight BACK KNEE -0.007 0.000 SWT Self Weight PEAK 0.000 -0.025 SWT Self Weight FRONT KNEE 0.007 0.000 DL Dead Load BACK KNEE -0.021 0.000 DL Dead Load PEAK 0.000 -0.080 DL Dead Load FRONT KNEE 0.021 0.000 SL Snow Load BACK KNEE -0.399 1.400 0.003 SL Snow Load PEAK 0.000 -1.501 2.667 SL Snow Load FRONT KNEE 0.399 1.400 0.003 CL Collateral Load BACK KNEE -0.032 0.000 CL Collateral Load PEAK 0.000 -0.120 CL Collateral Load FRONT KNEE 0.032 0.000 USL Unbal. Snow Left BACK KNEE -1.419 1.400 0.062 USL Unbal. Snow Left PEAK -1.132 -1.125 2.667 USL Unbal. Snow Left FRONT KNEE -0.820 1.400 -0.058 ER Seismic Load BACK KNEE -0.179 0.008 ER Seismic Load PEAK -0.186 0.021 ER Seismic Load FRONT KNEE -0.192 -0.009 ERS Seismic Load (SWT) BACK KNEE -0.015 0.001 ERS Seismic Load (SWT) PEAK -0.016 0.002 ERS Seismic Load (SWT) FRONT KNEE -0.016 -0.001 WBL Wind Balloon. Left BACK KNEE -0.222 1.400 0.018 WBL Wind Balloon. Left PEAK -0.321 0.389 2.667 WBL Wind Balloon. Left FRONT KNEE -0.415 1.400 -0.013 WBR Wind Balloon. Right BACK KNEE 0.415 1.400 -0.013 WBR Wind Balloon. Right PEAK 0.321 0.389 2.667 WBR Wind Balloon. Right FRONT KNEE 0:222 1.400 0.018 USR Unbal. Snow Right BACK KNEE 0.820 1.400 -0.058 USR Unbal. Snow Right PEAK 1.132 -1.125 2.667 USR Unbal. Snow Right FRONT KNEE 1.419 1.400 0.062 WLP Wind Left & Int Pre BACK KNEE 0.647 1.400 -0.023 WLP Wind Left & Int Pre PEAK 0.503 0.548 2.667 1z DATE: 7-APR-2003 JOB NO. 529463 PAGE 10 LOAD CONDITION LOCATION HORIZONTAL (INCHES) VERTICAL (INCHES) NAME DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE ACTUAL ALLOWABLE ---- -------------------- ----------- ---------- ---------- ---------- ---------- WLP Wind Left & Int Pre FRONT KNEE 0.361 1.400 0.023 WLS Wind Left & Int Suc BACK KNEE 0.602 1.400 -0.024 WLS Wind Left & Int Suc PEAK 0.503 0.362 2.667 WLS Wind Left & Int Suc FRONT KNEE 0.407 1.400 0.021 Lll REW WL TRANSFER BACK KNEE 0.567 1.400 -0.026 Lll REW WL TRANSFER PEAK 0.549 0.063 2.667 Lll REW WL TRANSFER FRONT KNEE 0.528 1.400 0.024 EL Seismic Load BACK KNEE 0.192 -0.009 EL Seismic Load PEAK 0.186 0.021 EL Seismic Load FRONT KNEE 0.179 0.008 ELS Seismic Load (SWT) BACK KNEE 0.016 -0.001 ELS Seismic Load (SWT) PEAK 0.016 0.002 ELS Seismic Load (SWT) FRONT KNEE 0.015 0.001 WRP Wind Right & Int Pre BACK KNEE -0.361 1.400 0.023 WRP Wind Right & Int Pre PEAK -0.503 0.548 2.667 WRP Wind Right & Int Pre FRONT KNEE -0.647 1.400 -0.023 WRS Wind Right & Int Suc BACK KNEE -0.407 1.400 0.021 WRS Wind Right & Int Suc PEAK -0.503 - 0.362 2.667 WRS Wind Right & Int Suc FRONT KNEE -0.602 1.400 -0.024 Rll Anti-Symmetry of Lll BACK KNEE -0.528 1.400 0.024 R11 Anti-Symmetry of Lll PEAK -0.549 0.063 2.667 Rll Anti-Symmetry of Lll FRONT KNEE -0.567 1.400 -0.026 DATE: 7-APR-2003 JOB NO. 529463 PAGE 11 • B A S E R E A C T I O N S +++rr++r+++aaara+++aaaarraaaw+a POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE SEISMIC LOADS (EL/ER/ELS/ERS/X15/Y15/X16/Y16/X17/Y17) ARE AMPLIFIED BY OVERSTRENGTH FACTOR (3.0). LOAD COMBINATION LOCATION HORIZONTAL VERTICAL MOMENT NAME DESCRIPTION DESCRIPTION (KIPS) (KIPS) (KIP-FT) ---- --------------------------------------------- ----------- ---------- ---------- ---------- 0002 DL+SL+CL BACK COL. 7.891 18.030 0.000 0002 DL+SL+CL FRONT COL. -7.891 18.030 0.000 0033 DL+USL+CL BACK COL. 6.178 8.177 0.000 0033 DL+USL+CL FRONT COL. -6.178 20.135 0.000 5033 Anti-Symmetry of 0033 BACK COL. 6.178 20.135 0.000 5033 Anti-Symmetry of 0033 FRONT COL. -6.178 8.177 0.000 0155 DL+.75(SL+CL+WLP) BACK COL. 2.901 7.967 0.000 0155 DL+.75(SL+CL+WLP) FRONT COL. -5.384 9.938 0.000 5155 Anti-Symmetry of 0155 BACK COL. 5.384 9.938 0.000 5155 Anti-Symmetry of 0155 FRONT COL. -2.901 7.967 0.000 0157 DL+.75(SL+CL+WLS) BACK COL. 3.420 10.338 0.000_ 0157 DL+.75(SL+CL+WLS) FRONT COL. -5.903 12.309 0.000 5157 Anti-Symmetry of 0157 BACK COL. 5.903 12.309 0.000 5157 Anti-Symmetry of 0157 FRONT COL. -3.420 10.338 0.000 0159 DL+.75(USL+CL+WLP) BACK COL. 1.616 0.577 0.000 0159 DL+.75(USL+CL+WLP) FRONT COL. -4.099 11.517 0.000 5159 Anti-Symmetry of 0159 BACK COL. 4.099 11.517 0.000 5159 Anti-Symmetry of 0159 FRONT COL. -1.616 0.577 0.000 0161 DL+.75(USL+CL+WLS) BACK COL. 2.135 2.947 0.000 0161 DL+.75(USL+CL+WLS) FRONT COL. -4.618 13.888 0.000 5161 Anti-Symmetry of 0161 BACK COL. 4.618 13.888 0.000 5161 Anti-Symmetry of 0161 FRONT COL. -2.135 2.947 0.000 0265 DL+.75(SL+CL+WBL) BACK COL. 5.173 8.841 0.000 0265 DL+.75(SL+CL+WBL) FRONT COL. -4.647 9.501 0.000 0266 DL+.75(SL+CL+WBR) BACK COL. 4.647 9.501 0.000 0266 DL+.75(SL+CL+WBR) FRONT COL. -5.173 8.841 0.000 0267 DL+.75(USL+CL+WBL) BACK COL. 3.888 1.450 0.000 0267 DL+.75(USL+CL+WBL) FRONT COL. -3.362 11.080 0.000 DATE: 7-APR-2003 JOB NO. 529463 PAGE 12 LOAD COMBINATION LOCATION HORIZONTAL VERTICAL MOMENT NAME DESCRIPTION DESCRIPTION (KIPS) (KIPS) (KIP-FT) ---- --------------------------------------------- ----------- ---------- ---------- ---------- 0268 DL+.75(USR+CL+WBR) BACK COL. 3.362 11.080 0.000 0268 DL+.75(USR+CL+WBR) FRONT COL. -3.888 1.450 0.000 0297 .6DL+WLP BACK COL. -3.893 -7.062 0.000 0297 .6DL+WLP FRONT COL. 0.581 -4.434 0.000 5297 Anti-Symmetry of 0297 BACK COL. -0.581 -4.434 0.000 5297 Anti-Symmetry of 0297 FRONT COL. 3.893 -7.062 0.000 0299 .6DL+WLS BACK COL. -3.201 -3.901 0.000 0299 .6DL+WLS FRONT COL. -0.111 -1.272 0.000 5299 Anti-Symmetry of 0299 BACK COL. 0.111 -1.272 0.000 5299 Anti-Symmetry of 0299 FRONT COL. 3.201 -3.901 0.000 0301 .6DL+WBL BACK COL. -0.862 -5.897 0.000 0301 .6DL+WBL FRONT COL. 1.565 -5.017 0.000 0302 .6DL+WBR BACK COL. -1.565 -5.017 0.000 0302 .6DL+WBR FRONT COL. 0.862 -5.897 0.000 3035 0.85(DL+CL)+1.00ER BACK COL. 1.863 2.974 0.000 3035 0.85(DL+CL)+1.00ER FRONT COL. 0.567 1.332 0.000 8035 Anti-Symmetry of 3035 BACK COL. -0.567 1.332 0.000 8035 Anti-Symmetry of 3035 FRONT COL. -1.863 2.974 0.000 3037 1.25(DL+CL)+0.20SL+1.00ER BACK COL. 3.649 7.086 0.000 3037 1.25(DL+CL)+0.20SL+1.00ER FRONT COL. -1.219 5.445 0.000 8037 Anti-Symmetry of 3037 BACK COL. 1.219 5.445 0.000 8037 Anti-Symmetry of 3037 FRONT COL. -3.649 7.086 0.000 3039 1.25(DL+CL)+.2USL+I.00ER BACK COL. 3.307 5.116 0.000 3039 1.25(DL+CL)+.2USL+I.00ER FRONT COL. -0.876 5.865 0.000 8039 Anti-Symmetry of 3039 BACK COL. 0.876 5.865 0.000 8039 Anti-Symmetry of 3039 FRONT COL. -3.307 5.116 0.000 4097 .6DL+WLP+REW TRANSFER BACK COL. -5.205 -7.805 0.000 4097 .6DL+WLP+REW TRANSFER FRONT COL. -0.306 -3.691 0.000 9097 Anti-Symmetry of 4097 BACK COL. 0.306 -3.691 0.000 9097 Anti-Symmetry of 4097 FRONT COL. 5.205 -7.805 0.000 4099 .6DL+WLS+REW TRANSFER BACK COL. -4.513 -4.644 0.000 4099 .6DL+WLS+REW TRANSFER FRONT COL. -0.998 -0.529 0.000 DATE: 7-APR-2003 JOB NO. 529463 PAGE 13 LOAD COMBINATION LOCATION HORIZONTAL VERTICAL MOMENT NAME DESCRIPTION DESCRIPTION (KIPS) (KIPS) (KIP-FT) ---- --------------------------------------------- ----------- ---------- ---------- ---------- 9099 Anti-Symmetry of 4099 BACK COL. 0.998 -0.529 0.000 9099 Anti-Symmetry of 4099 FRONT COL. 4.513 -4.644 0.000 DATE: 7-APR-2003 JOB NO. 529463 PAGE 14 rrrrrraa++tr+rrrrr+r+a+++trr+ttxt++tt * D E S I G N E D S E C T I O N S resat++*+t++t++++x*++x+++**rrxx*###+f* CONTROL OUTSIDE FLANGE WEB INSIDE FLANGE <------------- SECTION PROPERTIES --------------> MEM DISTANCE WIDTH X THICKNESS DEPTH X THICKNESS WIDTH X THICKNESS IX SXO SXI RX RY --- -------- ----------------- ----------------- ----------------- --------- --------- --------- --------- --------- BC 0.00 5.00 X 0.2500 7.50 X 0.1350 5.00 X 0.2500 42.298 10.575 10.575 3.470 1.218 BC 12.20 5.00 X 0.2500 22.00 X 0.1350 5.00 X 0.2500 429.217 38.153 38.153 8.858 0.976 BR -1.49 5.00 X 0.2500 20.00 X 0.1350 5.00 X 0.2500 346.302 33.786 33.786 8.161 1.001 BR 9.93 5.00 X 0.2500 10.00 X 0.1350 5.00 X 0.2500 76.927 14.653 14.653 4.470 1.163 BR 19.72 5.00 X 0.2500 10.00 X 0.1350 5.00 X 0.2500 76.927 14.653 14.653 4.470 1.163 ar+t++++++++rrrrrrtrattt##**+*xx#+r+r#rr++++t * C S I ' S A N D D E F L E C T I0 N S rrrrr+x+++x*iiif*itxaaxaa+rrrr+++++ttrrrrttxx POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS BENDING CSI: A NEGATIVE SIGN INDICATES THAT BENDING IS ON INSIDE FLANGE AND A POSITIVE SIGN INDICATES THAT BENDING IS ON OUTSIDE FLANGE. SHEAR CSI: A ' (1) ' INDICATES THAT THE SHEAR IS FOR F4-2 AND A ' (2) ' INDICATES THAT THE SHEAR IS FOR G3-1. <------- MAX. CSI AT POINT --------> <---- MAX. CSI BETWEEN POINTS -----> <-- DEFLECTIONS (IN.) --> UNITY MEM DISTANCE COMB BENDING COMB SHEAR DISTANCE COMB BENDING COMB SHEAR HORIZONTAL VERTICAL CHECK --- -------- ---- ------- ---- --------- -------- ---- ------- ---- --------- ---------- ---------- ------ BC 0.00 5033 -0.783 0002 0.319(1) 11.50 0002 -1.004 0002 0.379(1) 0.0000 0.0000 1.0037 BC 12.20 0002 -0.981 0002 0.390(1) -0.4864 0.0038 0.9809 BR 1.49 0002 -1.003 5033 0.177(1) 1.49 0002 -1.003 0002 0.139(1) -0.4506 -0.0347 1.0029 BR 9.93 0033 -0.774 0002 0.289(1) 12.43 5033 0.974 5033 0.216(1) -1.4411 -0.0812 0.9736 BR 19.82 0002 0.655 5033 0.325(1) 0.0000 -1.7257 0.6550 rr++++++xt+trrtrr++t++trr * C O N N E C T I O N S SEISMIC LOADS (EL/ER/ELS/ERS/X15/Y15/X16/Y16/X17/Y17) ARE AMPLIFIED BY OVERSTRENGTH FACTOR (3.0) FOR CONNECTION DESIGN BASE CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEM WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT --- ------- ------- ------ ----- ------ ------ ------- -------- -------- -------- -------- BC 7.0000 8.5000 0.3750 4 0.7500 0.0000 0.0000 7.891 7.805 20.135 0.000 - MOMENT CONNECTIONS: NOTE: A "V" NEXT TO THE END NO. INDICATES A VERTICAL HAUNCH CONNECTION. <------------ OUTSIDE ------------> <------------ INSIDE -------------> SHIP. PIECE END <------ PLATE ------> BOLT CON. NO. STIFF. <--- MOMENTS ---> CON. NO. STIFF. <--- MOMENTS ---> MEM NUMBER NO. LENGTH WIDTH THICK. DIA. TYPE BOLTS THICK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL --- ----------- --- ------ ------- ------ ------ ---- ----- ------ -------- -------- ---- ----- ------ -------- -------- DATE: 7-APR-2003 JOB NO. 529463 PAGE 15 <------------ OUTSIDE ------------> <------------ INSIDE -------------> SHIP. PIECE END <------ PLATE ------> BOLT CON. NO. STIFF. <--- MOMENTS ---> CON. NO. STIFF. <--- MOMENTS ---> MEM NUMBER NO. LENGTH WIDTH THICK. DIA. TYPE BOLTS THICK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL --- ----------- --- ------ ------- ------ ------ ---- ----- ------ -------- -------- ---- ----- ------ -------- -------- BC 1 2 22.500 6.0000 0.3750 0.7500 C 6 0.0000 74.829 69.104 C 6 0.0000 74.829 62.057 BR 1 2 12.313 6.0000 0.4375 0.7500 B 2 0.0000 25.033 8.323 B 2 0.0000 25.033 20.253 a+++rar+xxxax+++++ar++ax++r++x+ * W E B S T I F F E N E R S aaaa++++agar+rxxa+++xx++++aa+ar <- SHIPPED PIECE -> <--------------- WEB STIFFENER ---------------> WIDTH THICK MEM NUMBER LENGTH LOCATION LENGTH (IN) (IN) SIDES --- ------ -------- -------- -------- ------- ------- ----- BC 1 12-02-01 *NONE* BR 1 20-06-10 DIAGONAL 1-11-15 2.3125 0.2500 1 1-05-11 1-07-14 2.3750 0.3125 2 ++++ararrxaaxx+++++a+axaaa++ar+++ar+xxaar • F L A N G E B R A C E D E S I G N * D E S I G N E D S E C T I O N S ++++a+aaaaaa++a•++a+++++xaxa++axa++++++ar NOTE: A307 BOLTS ARE USED FOR ALL FLANGE BRACES. MATERIAL THICKNESS REQ'D IS BASED ON FU OF 70 KSI. OVER-ALL NUMBER MATERIAL THE. REQ'D <- HOLE-TO-HOLE DIST. -> MEM LOCATION BRACE NAME LENGTH BRACES FOR BOLT BEARING VERTICAL HORIZONTAL --- -------- ---------------- -------- ------ ------------------- ---------- ---------- BC 7-04-00 L1-3/4X1-3/4X14 2-07-09 1 0.0120 15.7133 25.0575 BR 1-08-00 L1-3/4X1-3/4X14 2-04-13 1 0.0026 9.5000 25.0575 BR 11-08-00 Ll-3/4X1-3/4X14 2-05-08 1 0.0100 11.2740 25.0575 BR 15-08-00 Ll-3/4X1-3/4X14 2-07-12 2 0.0057 16.0159 25.0575 +a+a+a+aa++++x+++++aaa+++a++++++a+arar+aa ` F L A N G E B R A C E D E S I G N * F 0 R C E S ++a+a+aa+aaaa+aaa+++a+++++aa+x+a++aarr+aa <-------- ALLOWABLE FORCES ---------> ! <--------- ACTUAL FORCES ----------> HORIZ BRACE COMPRESSIVE TENSILE ! HORIZ BRACE COMPRESSIVE TENSILE UNITY MEM LOCATION (KIPS) (KIPS) (KIPS) ! (KIPS) (KIPS) (KIPS) CHECK --- -------- ----------- ----------- ----------- ----------- ----------- ----------- ------ BC 7-04-00 1.663 1.963 1.963- ! 0.357 0.421 0.421 0.2144 BR 1-08-00 1.836 1.963 1.963 ! 0.086 0.092 0.092 0.0470 BR 11-08-00 1.790 1.963 1.963 ! 0.318 0.349 0.349 0.1776 BR 15-08-00 3.308 1.963 1.963 1 0.336 0.199 0.199 0.1015 DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 +-----------------------------------+___________________-___________________-____-_______---_----____________________________- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS BALTIC, CT. ! +-----------------------------------+--------------------_-----------------------+------_______------------------------------+ • R O O F D E S IG N R E P O R T GOVERNING LOAD CODE: 2000 International Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Factor: I l Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 Snow: 38.74 PSF Ground Snow: 45.00 PSF Importance Factor: 1.00 Roof Snow Coeff: 1.00 Exposure Factor: 1.00 Thermal Factor: 1.00 Roof Surface Type: Unobstructed slippery Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 AISI Edition: 1996 PURLIN LOADS: LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ____ ____________________ ----------- DL Dead Load SL Snow Load L/ 180 CL Collateral Load WL Wind Load L/ 126 WL1 Wind Load L/ 126 WBL Wind Balloon. Left L/ 126 LWL Long Wind Left WBR Wind Balloon. Right L/ 126 LWR Long Wind Right SO1 Snow Pattern SO1 S51 Snow Pattern S51 SOS Snow Pattern S05 S55 Snow Pattern S55 S02 Snow Pattern S02 S03 Snow Pattern S03 SO4 Snow Pattern SO4 LAI Live Load Alt. 1 LA2 Live Load Alt. 2 POI Live Pattern POI P02 Live Pattern P02 P03 Live Pattern P03 PO4 Live Pattern PO4 POS Live Pattern P05 LEL Long Seismic Left LER Long Seismic Right I � DATE: 7-APR-2003 JOB NO. 529463 PAGE 2 LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ____ _____________________________________________ _______ ------ 0232 DL+I.SOSL+CL 1.00 0226 .6DL+WL 1.00 0227 .6DL+WL1 1.00 0238 DL+.75(1.50SL+CL+WL1) 1.00 0230 .6DL+WBL+LWL 1.00 0231 .6DL+WBR+LWR 1.00 0236 DL+.75(1.50SL+CL+WBL+LWL) 1.00 0237 DL+.75(1.50SL+CL+WBR+LWR) 1.00 0101 DL+0.5SL+CL+SO1 1.00 0133 DL+SL+CL+S51 1.00 0105 DL+O.5SL+CL+S05 1.00 0137 DL+SL+CL+S55 1.00 0165 DL+0.5SL+CL+SOI+SO2 1.00 0166 DL+O.5SL+CL+S02+S03 1.00 0167 DL+O.SSL+CL+S03+SO4 1.00 0168 DL+0.5SL+CL+SO4+S05 1.00 0801 DL+CL+LA1 1.00 0802 DL+CL+LA2 1.00 0804 DL+CL+PO1+P02 1.00 0805 DL+CL+P02+P03 1.00 0806 DL+CL+P03+PO4 1.00 0807 DL+CL+PO4+PO5 1.00 _ 3045 0.85(DL+CL)+1.00LEL 1.00 3046 0.85(DL+CL)+1.00LER 1.00. 3049 1.25(DL+CL)+0.30SL+1.00LEL 1.00 3050 1.25(DL+CL)+0.30SL+1.00LER - 1.00 NAME CONDITIONS/FACTORS ____ __________ -_----__-______________--------_-------____-__-__________________-____--__-_____________________ 0232 1.00 DL 1.50 SL 1.00 CL 0226 0.60 DL 1.00 WL 0227 0.60 DL 1.00 WL1 0238 1.00 DL 1.13 SL 0.75 CL 0.75 WL1 0230 0.60 DL 1.00 WBL 1.00 LWL 0231 0.60 DL 1.00 WBR 1.00 LWR 0236 1.00 DL 1.13 SL 0.75 CL 0.75 WBL 0.75 LWL 0237 1.00 DL 1.13 SL 0.75 CL 0.75 WBR 0.75 LWR 0101 1.00 DL 0.50 SL 1.00 CL 1.00 SO1 0133 1.00 DL 1.00 SL 1.00 CL 1.00 S51 0105 1.00 DL 0.50 SL 1.00 CL 1.00 SOS 0137 1.00 DL 1.00 SL 1.00 CL 1.00 S55 0165 1.00 DL 0.50 SL 1.00 CL 1.00 SO1 1.00 S02 0166 1.00 DL 0.50 SL 1.00 CL 1.00 S02 1.00 S03 0167 1.00 DL 0.50 SL 1.00 CL 1.00 S03 1.00 SO4 0168 1.00 DL 0.50 SL 1.00 CL 1.00 S05 1.00 SO4 0801 1.00 DL 1.00 CL 1.00 LA1 0802 1.00 DL 1.00 CL 1.00 LA2 • �O DATE: 7-APR-2003 JOB NO. 529463 PAGE 3 NAME CONDITIONS/FACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0804 1.00 DL 1.00 CL 1.00 PO1 1.00 P02 0805 1.00 DL 1.00 CL 1.00 P02 1.00 P03 0806 1.00 DL 1.00 CL 1.00 P03 1.00 PO4 0807 1.00 DL 1.00 CL 1.00 PO4 1.00 P05 3045 0.85 DL 0.85 CL 1.00 LEL 3046 0.85 DL 0.85 CL 1.00 LER 3049 1.25 DL 0.30 SL 1.25 CL 1.00 LEL 3050 1.25 DL 0.30 SL 1.25 CL 1.00 LER SAVE STRUT LOADS: LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ---- -------------------- ----------- DL Dead Load SL Snow Load L/ 180 CL Collateral Load WL Wind Load L/ 126 WL1 Wind Load L/ 126 WBL Wind Balloon. Left L/ 126 LWL Long Wind Left WBR Wind Balloon. Right L/ 126 LWR Long Wind Right LEL Long Seismic Left LER Long Seismic Right LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ---- --------------------------------------------- ------- ------ 0232 DL+1.50SL+CL 1.00 0226 .6DL+WL 1.00 0227 .6DL+WL1 1.00 0238 DL+.75(1.50SL+CL+WL1) 1.00 0230 .6DL+WBL+LWL 1.00 0231 .6DL+WBR+LWR 1.00 0236 DL+.75(1.50SL+CL+WBL+LWL) 1.00 0237 DL+.75(1.SOSL+CL+WBR+LWR) 1.00 3045 0.85(DL+CL)+1.00LEL 1.00 3046 0.85(DL+CL)+1.00LER 1.00 3049 1.25(DL+CL)+0.30SL+1.00LEL 1.00 3050 1.25(DL+CL)+0.30SL+1.00LER - 1.00 NAME CONDITIONS/FACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0232 1.00 DL 1.50 SL 1.00 CL 0226 0.60 DL 1.00 WL 0227 0.60 DL 1.00 WL1 0238 1.00 DL 1.13 SL 0.75 CL 0.75 WL1 DATE: 7-APR-2003 JOB NO. 529463 PAGE 4 NAME CONDITIONS/FACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0230 0.60 DL 1.00 WBL 1.00 LWL 0231 0.60 DL 1.00 WBR 1.00 LWR 0236 1.00 DL 1.13 SL 0.75 CL 0.75 WBL 0.75 LWL 0237 1.00 DL 1.13 SL 0.75 CL 0.75 WBR 0.75 LWR 3045 0.85 DL 0.85 CL 1.00 LEL 3046 0.85 DL 0.85 CL 1.00 LER 3049 1.25 DL 0.30 SL 1.25 CL 1.00 LEL 3050 1.25 DL 0.30 SL 1.25 CL 1.00 LER ROOF SLOPE(S) : Back Roof: 3.000/12 Front Roof: 3.000/12 PANEL TYPE: KIRBY RIB DEFAULT DEFLECTION: DEFLECTION LIMIT OVERRIDES: DEFLECTION OVERRIDES: +++ NONE +++ • S U M M A R Y P U R L I N D E S I G N +++++++++++++++++++++++++++++++++++++++++++++ PURLINS ARE BY-FRAMED PURLIN DEPTH: 8.00 IN Back Roof Purlins: Design Spacing: 3-06-00 Purlin Locations (From The Peak) 1-08-00 3-08-00 15-08-00 18-08-00 <---------------- Wind Load ----------------> Bay Ga Left Lap Span Right Lap Defl Max Unity Check Cnr Zone Coeff End Zone Coeff Pressure Coeff ---- -- ----------- ----------- ----------- ------- --------------- -------------- -------------- -------------- 1 13 0-0 20-0 3-6-1/4 L/-372 0.825 1.580 1.580 0.480 2 15 2-4-1/8 20-0 3-6-1/4 L/-3545 0.757 1.580 0.480 3 16 3-6-1/4 20-0 2-4-1/8 L/-548 0.752 1.580 0.480 4 15 3-6-1/4 19-0 2-4-1/8 L/2580 0.769 1.580 0.480 5 12 3-6-1/4 21-0 0-0 L/-347 0.809 1.580 1.580 0.480 Design Spacing: 4-00-00 Purlin Locations (From The Peak) 7-08-00 11-08-00 ---------------- Wind Load ------------------ Bay Ga Left Lap Span Right Lap Defl Max Unity Check Int Zone Coeff End Zone Coeff Pressure Coeff ---- -- ----------- ----------- ----------- ------- --------------- ------------- -------------- -------------- 1 13 0-0 20-0 3-6-1/4 L/-325 0.943 0.980 1.580 0.480 2 15 2-4-1/8 20-0 3-6-1/4 L/-3102 0.896 0.980 0.480 3 16 3-6-1/4 20-0 2-4-1/8 L/-479 0.922 0.980 0.480 ZZ DATE: 7-APR-2003 JOB NO. 529463 PAGE 5 - <--------------- Wind Load -----------------> Bay Ga Left Lap Span Right Lap Defl Max Unity Check Int Zone Coeff End Zone Coeff Pressure Coeff ---- -- ----------- ----------- ----------- ------- --------------- -------------- -------------- -------------- 4 15 3-6-1/4 19-0 2-4-1/8 L/2257 0.878 0.980 0.480 5 12 3-6-1/4 21-0 0-0 L/-303 0.925 0.980 1.580 0.480 Front Roof Purlins: Design Spacing: 3-06-00 Purlin Locations (From The Peak) 1-08-00 3-08-00 15-08-00 18-08-00 <---------------- Wind Load -----------------> Bay Ga Left Lap Span Right Lap Defl Max Unity Check Cnr Zone Coeff End Zone Coeff Pressure Coeff ---- -- ----------- ----------- ----------- ------- --------------- -------------- -------------- -------------- 1 13 0-0 20-0 3-6-1/4 L/-372 0.825 1.580 1.580 0.480 2 15 2-4-1/8 20-0 3-6-1/4 L/-3545 0.757 1.580 0.480 3 16 3-6-1/4 20-0 2-4-1/8 L/-548 0.752 1.580 0.480 4 15 3-6-1/4 19-0 2-4-1/8 L/2580 0.769 1.580 0.480 5 12 3-6-1/4 21-0 0-0 L/-347 0.809 1.580 1.580 0.480 Design Spacing: 4-00-00 Purlin Locations (From The Peak) 7-08-00 11-08-00 <---------------- Wind Load -----------------> Bay Ga Left Lap Span Right Lap Defl Max Unity Check int Zone Coeff End Zone Coeff Pressure Coeff ---- -- ----------- ----------- ----------- ------- --------------- -------------- -------------- -------------- 1 13 0-0 20-0 3-6-1/4 L/-325 0.943 0.980 1.580 0.480 2 15 2-4-1/8 20-0 3-6-1/4 L/-3102 0.896 0.980 0.480 3 16 3-6-1/4 20-0 2-4-1/8 L/-479 0.922 0.980 0.480 4 15 3-6-1/4 19-0 2-4-1/8 L/2257 0.878 0.980 - 0.480 5 12 3-6-1/4 21-0 0-0 L/-303 0.925 0.980 1.580 0.480 +aa+aa+++++++aaa aaaaaaa+w+waa+a+aaa+++aaaaa+aa+wwwwww * S U M M A R Y E A V E S T R U T D E S I G N r+++++++aa+a+ai+aaaaaaa+awaaaaaa♦+++f aaaaaaaa++++a+++ EAVE STRUT DEPTH: 8.00 IN Back Roof Eave Struts <----------------- Wind Load ------------------> Bay Ga Span Extension Deflection Max Unity Check Cnr Zone Coeff End Zone Coeff Pressure Coeff ---- -- ----------- ----------- ---------- --------------- -------------- -------------- -------------- 1 16 20-0 0-0 L/-637 0.284 1.580 1.580 0.480 2 16 20-0 0-0 L/-637 0.284 1.580 0.480 3 16 20-0 0-0 L/-637 0.284 1.580 0.480 4 16 19-0 0-0 L/-743- 0.270 1.580 0.480 5 16 21-0 0-0 L/-550 0.298 1.580 1.580 0.480 Front Roof Eave Struts <----------------- Wind Load ------------------> Bay Ga Span Extension Deflection Max Unity Check Cnr Zone Coeff End Zone Coeff Pressure Coeff ---- -- ----------- ----------- ---------- --------------- -------------- -------------- -------------- 1 16 20-0 0-0 L/-637 0.284 1.580 1.580 0.480 23 DATE: 7-APR-2003 JOB NO. 529463 PAGE 6 Front Roof Eave Struts <----------------- Wind Load -----------------> Bay Ga Span Extension Deflection Max Unity Check Cnr Zone Coeff find Zone Coeff Pressure Coeff ---- -- ----------- ----------- ---------- --------------- -------------- -------------- -------------- 2 16 20-0 0-0 L/-637 0.284 1.580 0.480 3 16 20-0 0-0 L/-637 0.284 1.580 0.480 4 16 19-0 0-0 L/-743 0.270 1.580 0.480 5 16 21-0 0-0 L/-550 0.298 1.580 1.580 0.480 +wwaa++a+++wwaa+++wwa++rr+++++aawawww++++w wwa++++wwaa+w+www • S U M M A R Y W E B C R I P P L I N G C H E C K S ' +++++w+++++++++a++++waaaaw+++ww++aawrw++++++aw++++++aa+w+wr Back Roof: Purlin Locations (From The Peak) 1-08-00 3-08-00 15-08-00 18-08-00 BAY MEMBER LOCATION CLIP --- ---------- ---------- ---------- 1 Purlin RIGHT GC06 2 Purlin RIGHT GC06 3 Purlin RIGHT GC06 4 Purlin RIGHT GC06 Purlin Locations (From The Peak) 7-08-00 11-08-00 BAYMEMBER LOCATION CLIP --- ---------- ---------- ---------- 1 Purlin LEFT GC06 1 Purlin RIGHT GC06 2 Purlin RIGHT GC06 3 Purlin RIGHT GCO6 4 Purlin RIGHT GC06 Front Roof: Purlin Locations (From The Peak) 1-08-00 3-08-00 15-08-00 18-08-00 BAY MEMBER LOCATION CLIP --- ---------- ---------- ---------- 1 Purlin RIGHT GC06 2 Purlin RIGHT GC06 3 Purlin RIGHT GC06 _ 4 Purlin RIGHT GC06 Purlin Locations (From The Peak) 7-08-00 11-08-00 BAY MEMBER LOCATION CLIP --- ---------- ---------- ---------- 1 Purlin LEFT GC06 1 Purlin RIGHT GC06 2 Purlin RIGHT GC06 / / ��, VVV 3 Purlin RIGHT GC06 / I � `G! �� gY • / Q 4 Purlin RIGHT GC06 ///��'lll"' �IG'��V • � c�Imo' DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 +________________________________________________________________________ +-______------_____ --_________----___+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME ! BUILDER NAME ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: ! BUILDER ADDRESS ! a___________________________________+_-------_________-------__-_________------__a___------_____-------_____--------_______--♦ aaaaaa+a++++waaa wa+aa++++aw+Saar r++aaa++w+awa++aaa+ * E A V E S TRU T D E S I G N R E PORT * 1 9 9 6 A I S I rrr+++aaaa+aaa++++aaaaaaaaaa+++rwwaaaa aaaart+aaraaa SECTION DEPTH 0-08-00 EAVE STRUT IS DESIGNED EAVE STRUT IS FOR A LOW EAVE PANEL TYPE IS RIB LOADING WIDTH: 0-08-00 DEFLECTION LIMIT: L/180 (FOR SPANS AND EXTENSIONS A * INDICATES THAT THE PANEL IS CONSIDERED TO NOT BE ATTACHED TO THE WEB) SPANS: 20-00-00, 20-00-00, 20-00-00, 19-00-00, 21-00-00* SLOPE: 3.000/12 EXTENSION LEFT: 0-00-00 EXTENSION RIGHT: 0-00-00 BRACE POINTS: SPAN 1: ** NONE •* SPAN 2: ** NONE ** SPAN 3: ** NONE ** SPAN 4: ** NONE ** SPAN 5: *• NONE rr DEFLECTION LIMIT OVERRIDES: *+ NONE ** WEB CRIPPLING CHECKS: SPAN 1: LOCATION: 0-00-00 COND: ALL BEARING WIDTH: 0-04-00 SPAN 1: LOCATION: 20-00-00 COND: ALL BEARING WIDTH: 0-04-00 SPAN 2: LOCATION: 20-00-00 COND: ALL BEARING WIDTH: 0-04-00 SPAN 3: LOCATION: 20-00-00 COND: ALL BEARING WIDTH: 0-04-00 SPAN 4: LOCATION: 19-00-00 COND: ALL BEARING WIDTH: 0-04-00 SPAN 5: LOCATION: 21-00-00 COND: ALL BEARING WIDTH: 0-04-00 r+aa++a++rrr+++wa a++aaa++aaarrrrr * D E F A U L T L O A D I N G waaaaaawarrr+rr+aaa+arr+++++wawwr LOADS: DEAD LOAD: 2.000 PSF LIVE LOAD: 45.000 PSF WIND LOAD: 0.000 PSF COLLATERAL LOAD: 34.680 PSF LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ____ ____________________ ----------- DL DEAD LOAD LL LIVE LOAD DATE: 7-APR-2003 JOB NO. 529463 PAGE 2 • LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ---- -------------------- ----------- WL WIND LOAD CL COLLATERAL LOAD LOADING COMBINATIONS: .OVERALL DEFLECTION NAME DESCRIPTION FACTOR SEISMIC LIMIT ---- --------------------------------------------- ------- ------- ---------- 0001 DEAD+LIVE+COLLATERAL 1.00 0002 WIND - DEAD 1.00 NAME CONDITIONS/FACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0001 1.00 DL 1.00 LL 1.00 CL 0002 1.00 DL 1.00 WL f+iaiaaaf#+++++aaa++iaf++ixffrr*#+++aa• + S P E C I A L A R E A L O A D S " a+aaaaaaai++r+fffaaf•tet+++aaaaarr+++ii MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END --------- ------------ --------- --------- ----------------------- ---------- ---------- DL SPAN 1 DEAD LOAD 0-08-00 2.000 2.000 0-00-00 20-00-00 DL SPAN 2 DEAD LOAD 0-08-00 2.000 2.000 0-00-00 20-00-00 DL SPAN 3 DEAD LOAD 0-08-00 2.000 2.000 0-00-00 20-00-00 DL SPAN 4 DEAD LOAD 0-08-00 2.000 2.000 0-00-00 19-00-00 DL SPAN 5 DEAD LOAD 0-08-00 2.000 2.000 0-00-00 21-00-00 LL SPAN 1 LIVE LOAD 0-08-00 45.000 45.000 0-00-00 20-00-00 LL SPAN 2 LIVE LOAD 0-08-00 45.000 45.000 0-00-00 20-00-00 LL SPAN 3 LIVE LOAD 0-08-00 45..000 45.000 0-00-00 20-00-00 LL SPAN 4 LIVE LOAD 0-08-00 45.000 45.000 0-00-00 19-00-00 LL SPAN 5 LIVE LOAD 0-08-00 45.000 45.000 0-00-00 21-00-00 CL SPAN 1 COLLATERAL 0-08-00 34.680 34.680 0-00-00 20-00-00 CL SPAN 2 COLLATERAL 0-08-00 34.680 34.680 0-00-00 20-00-00 CL SPAN 3 COLLATERAL 0-08-00 34.680 34.680 0-00-00 20-00-00 CL SPAN 4 COLLATERAL 0-08-00 34.680 34.680 0-00-00 19-00-00 CL SPAN 5 COLLATERAL 0-08-00 34.680 34.680 0-00-00 21-00-00 +f++i•ixrrxax+++*aaa+ar++ * D E F L E C T I O N S POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS -ZCe DATE: 7-APR-2003 JOB NO. 529463 PAGE 3 LOAD COMBINATION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME SPAN DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE ---- ---- --------------------------------------------- ----------- ---------- ---------- 0001 1 DEAD+LIVE+COLLATERAL MID-SPAN -0.550 1.333 0001 2 DEAD+LIVE+COLLATERAL MID-SPAN -0.550 1.333 0001 3 DEAD+LIVE+COLLATERAL MID-SPAN -0.550 1.333 0001 4 DEAD+LIVE+COLLATERAL MID-SPAN -0.448 1.267 0001 5 DEAD+LIVE+COLLATERAL MID-SPAN -0.669 1.400 0002 1 WIND - DEAD MID-SPAN -0.014 1.333 0002 2 WIND - DEAD MID-SPAN -0.014 1.333 0002 3 WIND - DEAD MID-SPAN -0.014 1.333 0002 4 WIND - DEAD MID-SPAN -0.011 1.267 0002 5 WIND - DEAD MID-SPAN -0.017 1.400 LOAD CONDITION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME BAY DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE ---- --- --------------------------------------------- ----------- ---------- ---------- DL 1 DEAD LOAD MID-SPAN -0.014 1.333 DL 2 DEAD LOAD MID-SPAN -0.014 1.333 DL 3 DEAD LOAD MID-SPAN -0.014 1.333 DL 4 DEAD LOAD MID-SPAN -0.011 1.267 DL 5 DEAD LOAD MID-SPAN -0.017 1.400 LL 1 LIVE LOAD MID-SPAN -0.299 1.333 LL 2 LIVE LOAD MID-SPAN -0.299 1.333 LL 3 LIVE LOAD MID-SPAN -0.299 1.333 LL 4 LIVE LOAD MID-SPAN -0.244 1.267 LL 5 LIVE LOAD MID-SPAN -0.363 1.400 WL 1 WIND LOAD MID-SPAN 0.000 1.333 WL 2 WIND LOAD MID-SPAN 0.000 1.333 WL 3 WIND LOAD MID-SPAN 0.000 1.333 WL 4 WIND LOAD MID-SPAN 0.000 1.267 WL 5 WIND LOAD MID-SPAN 0.000 1.400 CL 1 COLLATERAL LOAD MID-SPAN -0.238 1.333 CL 2 COLLATERAL LOAD MID-SPAN -0.238 1.333 CL 3 COLLATERAL LOAD MID-SPAN -0.238 1.333 CL 4 COLLATERAL LOAD MID-SPAN -0.193 1.267 CL 5 COLLATERAL LOAD MID-SPAN -0.289 1.400 ##a##i##ii*ika*##a#iiiai*k#k***iaaaa# * S U P P O R T R E A C T I O N S *#aaaai+#+ii*****aaaaaaaaa#***#*i*aaa POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE Z� DATE: 7-APR-2003 JOB NO. 529463 PAGE 4 LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME SPAN DESCRIPTION (KIPS) (KIPS) (KIP-FT) ____ ______ _______________ __________ __________ ---------- 0001 1 LEFT END 0.000 0.536 0.000 0001 1 RIGHT END 0.000 0.536 0.000 0002 1 LEFT END 0.000 0.013 0.000 0002 I RIGHT END 0.000 0.013 0.000 0001 2 LEFT END 0.000 0.536 0.000 0001 2 RIGHT END 0.000 0.536 0.000 0002 2 LEFT END 0.000 0.013 0.000 0002 2 RIGHT END 0.000 0.013 0.000 0001 3 LEFT END 0.000 0.536 0.000 0001 3 RIGHT END 0.000 0.536 0.000 0002 3 LEFT END 0.000 0.013 0.000 0002 3 RIGHT END 0.000 0.013 0.000 0001 4 LEFT END 0.000 0.509 0.000 0001 4 RIGHT END 0.000 0.509 0.000 0002 4 LEFT END 0.000 0.013 0.000 0002 4 RIGHT END 0.000 0.013 0.000 0001 5 LEFT END 0.000 0.562 0.000 0001 5 RIGHT END 0.000 0.562 0.000 0002 5 LEFT END 0.000 0.014 0.000 0002 5 RIGHT END 0.000 0.014 0.000 wrwwwwwtrt+++rw+ww wwrr+r+rtt+r++w++r+ * D E S I G N E D S E C T I O N S * _ �r..rx�T'i"iii +++rrwwwwrrr+++tar+kwr+ SPAN FLECTION SPAN (FT-)-� SECTION NAME My-xX) _______________ ---------- 1 20.000 EP8X16-4:12 -436 2 20.000 EP8X16-4:12 -436 3 20.000 EP8X16-4:12 -436 4 ` 19000 EP8X16-412 -508 5 21..000 EP8X16-4::12 -376 i i-*-+-++'Ff+xw wrtrtr++rr+++ttww+rrww * U N I T Y C H E C K S * S U M M A R Y R E P O R T ♦wwrrr+w+rwwwwwrtr+++++wwwwww++ <------- MAX. UCK AT POINT ------> <---- MAX. UCK BETWEEN POINTS ---> UNITY SPAN DIST. (FT) COMB EQN UCK DIST. (FT) COMB EQN UCK CHECK ____ _________ ____ ______ ________ --------- ____ ______ --------- ------- 1 0.000 0001 C3.2 0.2546 0.000 0001 C3.2 0.2546 0.2546 1 10.000 0001 C3.2 0.0000 20.000 0001 C3.2 0.2546 0.2546 1 20.000 0001 C3.2 0.2546 0.2546 2 0.000 0001 C3.2 0.2546 0.000 0001 C3.2 0.2546 0.2546 2 10.000 0001 C3.2 0.0000 20.000 0001 C3.2 0.2546 0.2546 • �O DATE: 7-APR-2003 JOB NO. 529463 PAGE 5 a <------- MAX. UCK AT POINT ------> <---- MAX. UCK BETWEEN POINTS ---> UNITY SPAN DIST. (FT) COMB EQN UCK DIST. (FT) COMB EQN UCK CHECK ---- --------- ---- ------ -------- --------- -__- ------ --------- ------- 2 20.000 0001 C3.2 0.2546 0.2546 3 0.000 0001 C3.2 0.2546 0.000 0001 C3.2 0.2546 0.2546 3 10.000 0001 C3.2 0.0000 20.000 0001 C3.2 0.2546 0.2546 3 20.000 0001 C3.2 0.2546 0.2546 4 0.000 0001 C3.2 0.2418 0.000 0001 C3.2 0.2418 0.2418 4 9.500 0001 C3.2 0.0000 19.000 0001 C3.2 0.2418 0.2418 4 19.000 0001 C3.2 0.2418 0.2418 5 0.000 0001 C3.2 0.2673 10.500 0001 C3.1 0.5891 0.5891 5 10.500 0001 C3.1 0.5891 10.500 0001 C3.1 0.5891 0.5891 5 21.000 0001 C3.2 0.2673 0.2673 ;itiaaa##ai+iiiif+kf#k#i#R RRkkk * F O R C E S * S U M M A R Y R E P O R T iaiiaaaff++++ia+++f+RR###iiRRRR NOTE: POSITIVE AXIAL LOAD CAUSES COMPRESSION IN MEMBER. POSITIVE DIRECTION FOR MOMENT IS CLOCKWISE. <---------------- ALLOWABLE ----------------> ! <---------- ACTUAL ----------> SHEAR AXIAL MOMENT(TOP) MOMENT(BOT) ! -SHEAR AXIAL MOMENT SPAN DIST (FT) COMB (KIPS) (KIPS) (KIP-FT) (KIP-FT) ! (KIPS) (KIPS) (KIP-FT) ---- ---- --------- --------- --------- ---------- ! --------- --------- --------- 1 0.000 0001 2.104 34.087 6.820 2.104 ! 0.536 0.000 0.000 1 10.000 0001 2.104 34.087 5.011 8.039 ! 0.000 0.000 2.678 1 20.000 0001 2.104 34.087 6.820 5.261 ! -0.536 0.000 0.000 ! 2 0.000 0001 2.104 34.087 6.820 2.104 ! 0.536 0.000 0.000 2 10.000 0001 2.104 34.087 5.011 8.039 ! 0.000 0.000 2.678 2 20.000 0001 2.104 34.087 6.820 5.261 ! -0.536 0.000 0.000 3 0.000 0001 2.104 34.087 6.820 2.104 ! 0.536 0.000 0.000 3 10.000 0001 2.104 34.087 5.011 8.039 ! 0.000 0.000 2.678 3 20.000 0001 2.104 34.087 6.820 5.261 ! -0.536 0.000 0.000 4 0.000 0001 2.104 34.087 5.011 8.039 ! 0.509 0.000 0.000 4 9.500 0001 2.104 34.087 5.011 8.039 ! 0.000 0.000 2.417 4 19.000 0001 2.104 34.087 6.820 5.261 ! -0.509 0.000 0.000 5 0.000 0001 2.104 34.087 6.820 2.104 1 0.562 0.000 0.000 5 10.500 0001 2.104 34.087 5.011 8.039 ! 0.000 0.000 2.952 5 21.000 0001 2.104 34.087 6.820 5.261 ! -0.562 0.000 0.000 ZI ( C)tz� Kf A B C D E F I G T H I I J K L M 1 KBS Job Number: 529463 Designer: FJR Roof Panel Type= KR2 2 Number of Bays= 5 Default Dead Load= 2 Roof Panel Gauge= 26 3 — Default Bay Spacing= 20 Default LivelSnow Load=- 45 Roof Slope= 3 � I� 4 Default Number of Purlins= 6 Default Collateral Load= 3 Purlin Depth = 8 5 Default Roof Width = 20 Defaut Purlin Gage= 15 6 Bay Purlin Bay Roof Number Dead Live/Snow Collateral 7 Number Gage Spacin Width of Purlins Load Load Load 8 1 13 9 2 10 3 16 11 _ 4 19 12 5 12 21 13 14 15 16 —.. 17 ---- 18 19 201 Ali 21 22 23 24 25 26 27 — 28 29 30 31 32 33 34 35 36 1 37 I irW Job# : 529463 Roof Slope = 3/12 Designer : FJR Purlin Depth =8 in. euUalr o ssTEnas Date : 4/7/03 Purlin Flange width =2 1/4 in. Panel Type=26 ga. KR2 Bay Purlin Purlin Bay Roof Number Dead Live/Snow Collateral W P IL Number Gage Thickness Spacing Width of Purlins Load Load Load (lbs) 1 13 0.086 20 20 6 2 45 3 20000 Ctr(-2947) 2 15 0.066 20 20 6 2 45 3 20000 Ctr(-2409) 3 16 0.058 20 20 6 2 45 3 20000 Ctr(-2094) 4 15 0.066 19 20 6 2 45 3 19000 Ctr(-2304) 5 12 0.102 21 20 6 2 45 3 21000 Ctr(-3380) j I Continuous Pudin Anchorage Rev.1 i ir Job# : 529463 Roof Slope =3/12 KDesigner : FJR Purlin Depth =8 in. 6uiwtr.�SYSTEMS Date : 4/7/03 Purlin Flange width =2 1/4 in. Panel Type=26 ga. KR2 Frame Clip Line Ctr PL Capacity 1 0.63 -928 3000 OK 2 0.87 -2330 3000 OK 3 0.81 -1823 3000 OK 4 0.81 -1781 3000 OK 5 0.87 -2472 3000 OK !�! 6 0.63 -1064 3000 OK - - -0� -11�- TioN/j-C � s Continuous Pudin me orage Rev.i DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 M +___________________________________}_____----------____________ -______r__-----________-----____________-----______- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME : MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY I BUILDER ADDRESS : BALTIC, CT. ! +___________________________________+_-----____________---__________--------_____+____------___------__________--------_____-- #++#+*####**f * R O O F B R A C I N G D E S I G N R E P O R T GOVERNING LOAD CODE: 2000 International Building Code I DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Factor: I Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Endzone Width: 8-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 Seismic: S1: 0.13 Ss: 0.25 R: 4.00 Cd: 3.50 Is: 1.00 Seismic Use Group: I Framing Weight: 6522.8 Lbs Site Class: D Seismic Design Category: C Analysis Procedure - Equivalent Lateral Force Procedure Longitudinal Structural System: Concentrically Braced Frames BRACED BAYS: 2, 5 PANEL TYPE: KIRBY RIB TOTAL ROOF DIAPHRAGM ACTION: 12.000 KIPS For Seismic 12.000 KIPS For Wind NOTE: WIND FORCES ARE NOT REDUCED. (Intzone Coeff: 0.935 Endzone Coeff: 0.935) _____________________________________________________________________________________________________________________________ <------------- Wind -------------> <----- Seismic (Unfactored)-=---> Maximum Per Braced Bay Brace Point Endwall Total Endwall Total Strut Force From Back Column Strut Force Diaphragm Column Strut Force Diaphragm W/Diaphragm Steel Line Reaction W/O Diaphragm Action Reaction W/O Diaphragm Action Unfactored Factored Controlling (FT) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) Force _____________________________________________________________________________________________________________________________ 0.000 1.565 3.387 12.000 1.042 2.084 12.000 0.000 0.000 Wind 20.000 3.643 1.822 12.000 2.084 1.042 12.000 0.000 0.000 Wind 40.000 1.565 3.387 12.000 1.042 2.084 12.000 0.000 0.000 Wind DATE: 7-APR-2003 JOB NO. 529463 PAGE 2 +axxaa++axxrrrtxx+++aaxx+rtaxr+++axxxrarrax a R 0 0 F B R A C I N G S U M M A R Y arraraxrr+aaa++axrarr+axaaa+xarrrtrxxa++xxx SPANS ARE FROM BACK SIDEWALL ---------------------------------------------------------------------- DESIGN FORCE DIAMETER BRACED BAY SPAN (KIPS) (IN) LENGTH TYPE ---------------------------------------------------------------------- 2 1 0.000 0.2500 28-02-03 Cable 2 0.000 0.2500 28-02-03 Cable ---------------------------------------------------------------------- 5 1 0.000 0.2500 28-07-09 Cable 2 0.000 0.2500 26-07-09 Cable DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 ____________________________________x____________________________________________+___________________________________________- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME : MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS : BALTIC, CT. ! _____-_____- +a+xxx++++xxraaaxrxxx++xxrxaaaarxx+++++xaaaaxx++++x++aaax+a • B A C K S I D E W A L L D E S I G N R E P O R T +aararxxa+rarrx++ax rrx+aa+ra+++axxx+rr+x+++axrx+aar++++ax++ GOVERNING LOAD CODE: 2000 International Building Code DESIGN LOADS INFORMATION: Designed AS Enclosed Structure Occupancy Factor: I Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 AISI Edition: 1996 SAVE HEIGHT: 14-00-00 LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ____ ----------- GWS Girt Wind Suction GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres LOADING COMBINATIONS: OVERALL DEFL. - NAME DESCRIPTION FACTOR LIMIT ____ _____________________________________________ _______ ------ 0003 WL --> Suction 1.00 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS ____ __________________________________________________________________________________________________________________ 0003 1.00 GWS 1.00 MCS 0004 1.00 GWP 1.00 MCP DEFAULT DEFLECTION: L/ 63 DEFLECTION OVERRIDES: +raa+ NONE rarar FRAMED OPENINGS: - 21-00-00 WIDE X 14-00-00 HIGH IN BAY 5 AT 0-00-00 12-00-00 WIDE X 10-00-00 HIGH IN BAY 4 AT 5-00-00 12-00-00 WIDE X 10-00-00 HIGH IN BAY 1 AT 2-00-00 DATE: 7-APR-2003 JOB NO. 529463 PAGE 2 • ++waa+axax++x+a+aaaaaa+++aaaaa+++a+a+aaaa • S U M M A R Y G I R T D E S I G N aaaaa++++++++xw++aa+wxa++aaaaa+++++a+aa+a GIRTS ARE BY-FRAMED GIRT DEPTH: 8.00 IN. BAY 5 SPACING: 21-0 x+ NO GIRTS THIS BAY +a n�.� `, A OPENING 1 V( <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MEMBER LENGTH SECTION DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES __________ ___________ ________________ ---------- ______ ------------- ---------- ___---____-_________ E 1:6 Sh L/9999 0.000 1.074 0.974 BAY 4 SPACING: 19-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ___________ __ ___________ ___________ ___________ __________ _________ _____________ __________ ____________________ 7-4 16 0-0 5-0 0-0 L/6152 0.207 1.199 1.099 7-4 16 0-0 2-0 0-0 L/9999 0.071 1.26D 1.169 11-6 14 0-0 19-0 3-6-1/4 L/326 1.028 1.088 0.988 OPENING 1 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MEMBER LENGTH SECTION DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES __________ ___________ ________________ __________ _________ ------------- ---------- _--_-_______________ Left Jamb 11-6 2-3/8 C 16 GA L/385 0.759 1.122 1.022 Right Jamb 11-6 2-3/8 C 16 GA L/445 0.650 1.130 1.030 - Header 12-0 2-3/8 C 16 GA L/3470 0.187 - 1.160 1.060 BAY 3 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ___________ __ ___________ ___________ ___________ __________ _________ _____________ __________ ____________________ 7-4 15 0-0 20-0 3-6-1/4 L/387 0.859 1.081 0.981 11-6 16 3-6-1/4 20-0 3-6-1/4 L/1287 0.511 1.081 0.981 BAY 2 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ___________ __ ___________ ___________ ___________ __________ _________ _____________ __________ ____________________ 7-4 15 3-6-1/4 20-0 0-0 L/387 0.859 1.081 0.981 11-6 16 3-6-1/4 20-0 3-6-1/4 L/-1255 0.723 1.081 0.981 BAY 1 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ___ __ ___________ ___________ ___________ __________ _________ _____________ __________ ____________________ 7-4 16 0-0 2-0 0-0 L/9999 0.071 1.269 1.169 7-4 16 0-0 6-0 0-0 L/3187 0.334 1.185 1.390 1.085 - 11-6 12 3-6-1/4 20-0 0-0 L/329 0.933 1.081 1.183 0.981 DATE: 7-APR-2003 JOB NO. 529463 PAGE 3 ` OPENING 1 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MEMBER LENGTH SECTION DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- ----------- ---------------- ---------- --------- ------------- ---------- --_____------____--- Left Jamb 11-6 2-3/8 C 16 GA L/445 0.650 1.130 1.030 Right Jamb 11-6 2-3/8 C 16 GA L/362 0.822 1.119 1.019 Header 12-0 2-3/8 C 16 GA L/3470 0.187 1.160 1.060 DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 • +-----------------------------------*-----------___-----------------------------_+__----------__--------__-------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS BALTIC, CT. 1 +-----------------------------------+-----___-----------___-------------___------+---__--------------------___---------------+ attatwff++++++++a+++aaarr+a+++r+++affwrwrwww++a+atrr++rww+++aaar+rw++aaaff+ * B A C K S I D E W A L L B R A C I N G D E S I G N R E P O R T atttttf w+++++aa+t++aaarr+aaa+++a+taaf+++aar++aaatrwaw+++++aaaf w++++arrrr+++ GOVERNING LOAD CODE: 2000 International Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Factor: I !! Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 Seismic: S1: 0.13 Be: 0.25 R: 4.00 Cd: 3.50 Is: 1.00 Seismic Use Group: I Framing Weight: 6522.8 Lbs Site Class: D Seismic Design Category: C Analysis Procedure - Equivalent Lateral Force Procedure Longitudinal Structural System: Concentrically Braced Frames BRACING TYPE: Cable BRACED BAYS : 2-3 APPLIED ENDWALL LOAD: 4.168 KIPS From Seismic 3.387 KIPS From Wind (Intzone Coeff: 0.935 Endzone Coeff: 0.935) DIAPHRAGM CAPACITY 6.600 KIPS For Seismic 6.600 KIPS For Wind (45-00-00 Length Of Panel Has Been Deducted) ***** NOTE: Applied Seismic Load is Amplified by Overstrength Factor (2.00) . PROVIDE BRACING 0.250 In. Diameter Cable In Bay 2 0.250 In. Diameter Cable In Bay 3 • �e DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 +----------------------------------------------------------------------------------------------------------------------------- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS BALTIC, CT. ! +-----------------------------------*--------------------------------------------+-------------------------------------------- ttawwaaaaa++tatty+a++t+a�aaarrwwa++++ttarwtta++twfff+aaatrrw * F R 0 N T S I D E W A L L D E S I G N R E P O R T ' www+wt+tarty++wftaaaat+wwwrt+tttttrrrttttttarrrttt+++wfft+ta GOVERNING LOAD CODE: 2000 International Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Factor: I Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 AISI Edition: 1996 SAVE HEIGHT: 14-00-00 LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ---- -------------------- ----------- GWS Girt Wind Suction GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres LOADING COMBINATIONS: OVERALL DEFL. - NAME DESCRIPTION FACTOR LIMIT ---- --------------------------------------------- ------- ------ 0003 WL --> Suction 1.00 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0003 1.00 GWS 1.00 MCS 0004 1.00 GWP 1.00 MCP DEFAULT DEFLECTION: L/ 63 DEFLECTION OVERRIDES: ****' NONE *"" FRAMED OPENINGS: - 21-00-00 WIDE X 14-00-00 HIGH IN BAY 5 AT 0-00-00 tt++++awtarwwwww+tta aaataaa+aaaaf aafw++t+ * S U M M A R Y G I R T D E S I G N stat+t++atf attrrrwttttaaaata+tttfffrrwwww GIRTS ARE BY-FRAMED GIRT DEPTH: 8.00 IN. � l DATE: 7-APR-2003 JOB NO. 529463 PAGE 2 • BAY 1 SPACING: 20-0 <- --- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ----------- -- ----------- ----------- ----------- ---------- --------- ------------- ---------- -------------------- 7-4 15 0-0 20-0 3-6-1/4 L/283 1.015 1.081 1.183 0.981 11-6 16 0-0 20-0 1-2 L/398 0.746 1.081 1.183 0.981 BAY 2 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ----------- -- ----------- ----------- ----------- ---------- --------- ------------- ---------- -------------------- 7-4 16 2-4-1/8 20-0 1-2 L/1315 0.674 1.081 0.981 11-6 16 1-2 20-0 1-2 L/1949 0.595 1.081 0.981 BAY 3 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ----------- -- ----------- ----------- ----------- ---------- --------- ------------- ---------- -------------------- 7-4 16 1-2 20-0 1-2 L/826 0.695 1.081 0.981 11-6 16 1-2 20-0 1-2 L/1447 0.550 1.081 0.981 BAY 4 SPACING: 19-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ----------- -- ----------- ----------- ----------- ---------- --------- ------------- ---------- -------------------- 7-4 15 2-4-1/8 19-0 0-0 L/336 0.917 1.089 0.989 11-6 16 1-2 19-0 0-0 L/491 0.655 1.089 0.989 BAY 5 SPACING: 21-0 •* NO GIRTS THIS BAY ++ O�(C�� OPENING 1 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MEMBER LENGTH SECTION DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- ----------- ---------------- ---------- --------- ------------- ---------- -------------------- L/9999 0.000 1.074 0.974 `tom DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 ------------------------------------+-------------------------------------------+------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS BALTIC, CT. ! ---------------------------------------------------------------------------------+-------_____---------------_--______-------+ x+x+x+tx++++++x++++++++aaaatr+++t+tttxtrrxxxx++++++++++++++++t+txxx+++x*+++ * F R O N T S I D E W A L L B R A C I N G D E S I G N R E P O R T txxtt+xx++x+++x+++++++++++++•ar+r+rtt++xt+++++++++++rr+++++++xxx+++++++++++ GOVERNING LOAD CODE: 2000 International Building Code r DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Factor: I Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 Seismic: S1: 0.13 Ss: 0.25 R: 4.00 Cd: 3.50 Is: 1.00 Seismic Use Group: I Framing Weight: 6522.8 Lbs Site Class: D Seismic Design Category: C Analysis Procedure - Equivalent Lateral Force Procedure Longitudinal Structural System: Concentrically Braced Frames BRACING TYPE: Cable BRACED BAYS : 2,4 APPLIED ENDWALL LOAD: 4.168 KIPS From Seismic 3.387 KIPS From Wind (Intzone Coeff: 0.935 Endzone Coeff: 0.935) DIAPHRAGM CAPACITY 9.480 KIPS For Seismic 9.480 KIPS For Wind (21-00-00 Length Of Panel Has Been Deducted) *-*** NOTE: Applied Seismic Load is Amplified by Overstrength Factor (2.00) . PROVIDE BRACING 0.250 In. Diameter Cable In Bay 2 0.250 In. Diameter Cable In Bay 4 DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 +-----------------------------------+________-_------_----_--_-_-_----------------------------___--_------------------------_+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME : MATTERN CONST. INC. ! 1 P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS : BALTIC, CT. ! ♦-----------------------------------+---_---_________-_--__--_--_--_-------------+--------_-__-_--------------------_-__-----+ a++a++++aa+aararr+r++++++++++r++rr++a+++r++r++++++raara • L E F T E N D W A L L D E S I G N R E P O R T a+aaa++aaaaaaaraarrrrr+r++rr+++rr+++++++++++++++++++a++ GOVERNING LOAD CODE: 2000 International Building Code I DESIGN LOADS INFORMATION: Designed As Enclosed Structure 1 Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Factor: I Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 Snow: 38.74 PSF Ground Snow: 45.00 PSF Importance Factor: 1.00 Roof Snow Coeff: 1.00 Exposure Factor: 1.00 Thermal Factor: 1.00 Roof Surface Type: Unobstructed slippery Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 AISI Edition: 1996 DESIGN END BAY SIZE: 10-00-00 COLUMN SPACINGS FROM BACK SIDEWALL: 20-00-00 20-00-00 BACK EAVE HEIGHT: 14-00-00 FRONT EAVE HEIGHT: 14-00-00 BACK ROOF SLOPE: 3.000/12 FRONT ROOF SLOPE: 3.000/12 DEFLECTION DEFAULTS: GIRTS L/ 63 RAFTERS COLUMNS L/ 63 DEFLECTION LIMIT OVERRIDES: ** NONE ** FRAMED OPENINGS: ••+•• NONE ****+ LOADING CONDITIONS: NAME DESCRIPTION COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT -------------------- ------------------ ------------------ SWT Self Weight DL Dead Load SL Snow Load L/ 180 CL Collateral Load USL Unbal Snow Left L/ 180 USR Unbal Snow Right L/ 180 WL1 Wind Uplift 1 GWS Girt Wind Suction L/ 63 GWP Girt Wind Pressure L/ 63 DATE: 7-APR-2003 JOB NO. 529463 PAGE`- 2 ' LOADING CONDITIONS: NAME DESCRIPTION COLUMN DEFL. LIMIT RAFTER DEFL: LIMIT ---- -------------------- ------------------ ---------------_-- WL Long. Wind L-->R WR Long. Wind R-->L WL2 Wind Left 2 WR2 Wind Right 2 LA1 Live Load Alt. 1 LA2 Live Load Alt. 2 LOADING COMBINATIONS: OVERALL DEFLECTION LIMIT NAME DESCRIPTION FACTOR HORIZ. VERT. ---- --------------------------------------------- ------- ---------------- 0002 DL+SL+CL 1.00 0013 DL+USL+CL 1.00 0014 DL+USR+CL 1.00 0101 DL+.75(SL+CL+WLI+GWS) 1.00 0102 DL+.75(USL+CL+WLI+GWS) 1.00 0103 DL+.75(USR+CL+WLI+GWS) 1.00 0105 DL+.75(SL+CL+WLI+GWP) 1.00 0106 DL+.75(USL+CL+WLI+GWP) 1.00 0107 DL+.75(USR+CL+WLI+GWP) 1.00 0110 DL+.75(SL+CL+WL2+GWS) 1.00 0111 DL+.75(SL+CL+WR2+GWS) 1.00 0112 DL+.75(USL+CL+WL2+GWS) - 1.00 0113 DL+.75(USR+CL+WR2+GWS) 1.00 0116 DL+.75(SL+CL+WL2+GWP) 1.00 - 0117 DL+.75(SL+CL+WR2+GWP) 1.00 0118 DL+.75(USL+CL+WL2+GWP) 1.00 0119 DL+.75(USR+CL+WR2+GWP) 1.00 0131 DL+.75(SL+CL+WL+GWS) 1.00 0132 DL+.75(SL+CL+WR+GWS) 1.00 0133 DL+.75(USL+CL+WL+GWS) 1.00 0134 DL+.75(USR+CL+WR+GWS) 1.00 0137 DL+.75(SL+CL+WL+GWP) 1.00 0138 DL+.75(SL+CL+WR+GWP) 1.00 0139 DL+.75(USL+CL+WL+GWP) 1.00 0140 DL+.75(USR+CL+WR+GWP) 1.00 0159 .6DL+WLI+GWS 1.00 0160 .6DL+WLI+GWP 1.00 0161 .6DL+WL+GWS 1.00 - 0162 .6DL+WR+GWS 1.00 0163 .6DL+WL+GWP - 1.00 0164 .6DL+WR+GWP 1.00 0165 .6DL+WL2+GWS 1.00 0166 .6DL+WR2+GWS 1.00 0167 .6DL+WL2+GWP 1.00 0168 .6DL+WR2+GWP 1.00 0801 DL+LAI+CL 1.00 0802 DL+LA2+CL 1.00 DATE: 7-APR-2003 JOB NO. 529463 PAGE 3 • NAME CONDITIONS/FACTORS ---- ----------------------------------------------------- -----------------_---------------------------- 0002 1.00 SWT 1.00 DL 1.00 SL 1.00 CL 0013 1.00 SWT 1.00 DL 1.00 CL 1.00 USL 0014 1.00 SWT 1.00 DL 1.00 CL 1.00 USR 0101 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WL1 0.75 GWS 0102 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WL1 0.75 GWS 0103 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 WL1 0.75 GWS 0105 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WL1 0.75 GWP 0106 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WL1 0.75 GWP 0107 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 WL1 0.75 GWP 0110 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WL2 0111 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WR2 0112 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWS 0.75 WL2 0113 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWS 0.75 WR2 0116 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WL2 0117 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WR2 0118 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWP 0.75 WL2 0119 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWP 0.75 WR2 0131 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WL 0132 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WR 0133 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWS 0.75 WL 0134 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWS 0.75 WR 0137 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WL 0138 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WR 0139 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWP 0.75 WL 0140 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWP 0.75 WR 0159 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWS 0160 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWP 0161 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL 0162 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR 0163 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL 0164 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR 0165 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL2 0166 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR2 0167 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL2 0168 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR2 0801 1.00 SWT 1.00 DL 1.00 CL 1.00 LAI 0802 1.00 SWT 1.00 DL 1.00 CL 1.00 LA2 AREA LOADS: MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD,LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. _ LOAD LOAD LOADING MAGNITUDE (LHS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END --------- ------------ --------- --------- ----------------------- ---------- ---------- DL BACK RAFTER DEAD LOAD 10-00-00 2.000 2.000 0-00-00 20-07-06 DL FRONT RAFTER DEAD LOAD 10-00-00 2.000 2.000 0-00-00 20-07-06 LAI BACK RAFTER LIVE LOAD 10-00-00 20.000 20.000 0-00-00 20-00-00 DATE: 7-APR-2003 JOB NO. 529463 PAGE 4 • LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END --------- ------------ --------- --------- ----------------------- ---------- ---------- LA2 FRONT RAFTER LIVE LOAD 10-00-00 20.000 20.000 0-00-00 20-00-00 SL BACK RAFTER LIVE LOAD 10-00-00 38.744 38.744 0-00-00 20-07-06 SL FRONT RAFTER LIVE LOAD 10-00-00 38.744 38.744 0-00-00 20-07-06 USL FRONT RAFTER LIVE LOAD 10-00-00 58.116 58.116 0-00-00 20-07-06 USR BACK RAFTER LIVE LOAD 10-00-00 58.116 58.116 0-00-00 20-07-06 WL BACK RAFTER WIND LOAD 8-00-00 -8.342 -8.342 0-00-00 20-07-06 WL BACK RAFTER WIND LOAD 10-00-00 -19.099 -19.099 0-00-00 20-07-06 WL FRONT RAFTER WIND LOAD 8-00-00 -3.512 -3.512 0-00-00 20-07-06 WL FRONT RAFTER WIND LOAD 10-00-00 -12.074 -12.074 0-00-00 20-07-06 WL1 BACK RAFTER WIND LOAD 6-00-00 -21.514 -21.514 4-00-00 16-00-00 WL1 BACK RAFTER WIND LOAD 6-00-00 -34.685 -34.685 16-00-00 20-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL1 BACK RAFTER WIND LOAD 6-00-00 -34.685 -34.685 0-00-00 4-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WL1 FRONT RAFTER WIND LOAD 6-00-00 -21.514 -21.514 4-00-00 16-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL1 FRONT RAFTER WIND LOAD 6-00-00 -34.685 -34.685 0-00-00 4-00-00 WL1 FRONT RAFTER WIND LOAD 6-00-00 -34.685 -34.685 16-00-00 20-00-00 WL2 BACK RAFTER WIND LOAD 10-00-00 10.537 10.537 0-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 - 4-00-00 WL2 FRONT RAFTER WIND LOAD 6-00-00 -34.685 -34.685 16-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 6-00-00 -34.685 -34.685 0-00-00 4-00-00 WL2 FRONT RAFTER WIND LOAD 6-00-00 -21.514 -21.514 4-00-00 16-00-00 WR BACK RAFTER WIND LOAD 10-00-00 -12.074 -12.074 0-00-00 20-07-06 WR BACK RAFTER WIND LOAD 8-00-00 -3.512 -3.512 0-00-00 20-07-06 WR FRONT RAFTER WIND LOAD 10-00-00 -19.099 -19.099 0-00-00 20-07-06 WR FRONT RAFTER WIND LOAD 8-00-00 -8.342 -8.342 0-00-00 20-07-06 WR2 BACK RAFTER WIND LOAD 6-00-00 -34.685 -34.685 0-00-00 4-00-00 WR2 BACK RAFTER WIND LOAD 6-00-00 -34.685 -34.685 16-00-00 20-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WR2 BACK RAFTER WIND LOAD 6-00-00 -21.514 -21.514 4-00-00 16-00-00 WR2 FRONT RAFTER WIND LOAD 10-00-00 10.537 10.537 - 0-00-00 20-00-00 CL BACK RAFTER COLLATERAL 10-00-00 3.000 3.000 0-00-00 20-07-06 CL FRONT RAFTER COLLATERAL 10-00-00 3.000 3.000 0-00-00 20-07-06 DATE: 7-APR-2003 JOB NO. 529463 PAGE 5 • SPECIAL CONCENTRATED LOADS: MEASUREMENT CONVENTIONS: SPACE LOADS - LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. CONCENTRATED LOAD MAGNITUDES ARE POSITIVE TOWARD THE RIGHT, POSITIVE DOWNWARD, AND POSITIVE CLOCKWISE FOR MOMENTS. LOAD HORIZONTAL VERTICAL MOMENT c----- LOCATION -----> CONDITION MEMBER TYPE (KIPS) (KIPS) (KIP-FT) HORIZONTAL VERTICAL ______ ___________ _____________ __________ ________ ________ ---------- ______---- GWS BACK CORNER SPACE LOAD -0.857 0.000 0.000 0-00-00 3-08-00 GWS BACK CORNER SPACE LOAD -0.916 0.000 0.000 0-00-00 7-04-00 GWS BACK CORNER SPACE LOAD -0.819 0.000 0.000 0-00-00 11-06-00 GWS BACK CORNER SPACE LOAD -0.310 0.000 0.000 0-00-00 0-00-00 GWS WIND COLUMN 1 SPACE LOAD -1.670 0.000 0.000 0-00-00 3-08-00 GWS WIND COLUMN 1 SPACE LOAD -1.784 0.000 0.000 0-00-00 7-04-00 GWS WIND COLUMN 1 SPACE LOAD -1.751 0.000 0.000 0-00-00 11-06-00 GWS WIND COLUMN 1 SPACE LOAD -0.740 0.000 0.000 0-00-00 15-02-00 GWS FRONT CORNER SPACE LOAD -0.857 0.000 0.000 0-00-00 3-08-00 GWS FRONT CORNER SPACE LOAD -0.916 0.000 0.000 0-00-00 7-04-00 GWS FRONT CORNER SPACE LOAD -0.819 0.000 0.000 0-00-00 11-06-00 GWS FRONT CORNER SPACE LOAD -0.310 0.000 0.000 0-00-00 0-00-00 GWP BACK CORNER SPACE LOAD 0.756 0.000 0.000 0-00-00 3-08-00 GWP BACK CORNER SPACE LOAD 0.808 0.000 0.000 0-00-00 7-04-00 GWP BACK CORNER SPACE LOAD 0.725 0.000 0.000 0-00-00 11-06-00 GWP BACK CORNER SPACE LOAD 0.284 0.000 0.000 0-00-00 0-00-00 GWP WIND COLUMN 1 SPACE LOAD 1.513 0.000 0.000 0-00-00 3-08-00 GWP WIND COLUMN 1 SPACE LOAD 1.616 0.000 0.000 0-00-00 7-04-00 GWP WIND COLUMN 1 SPACE LOAD 1.587 0.000 0.000 0-00-00 11-06-00 GWP WIND COLUMN 1 SPACE LOAD 0.677 0.000 0.000 0-00-00 15-02-00 GWP FRONT CORNER SPACE LOAD 0.756 0.000 0.000 0-00-00 3-08-00 GWP FRONT CORNER SPACE LOAD 0.808 0.000 0.000 0-00-00 7-04-00 GWP FRONT CORNER SPACE LOAD 0.725 0.000 0.000 0-00-00 11-06-00 GWP FRONT CORNER SPACE LOAD 0.284 0.000 0.000 0-00-00 0-00-00 aaaaaxtxxaxxaaaaa++++++++++ * G I R T L O A D I N G a+++atttaaxxx++xa++++++++++ LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ____ ____________________ ----------- GWS Girt Wind Suction GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ____ _____________________________________________ _______ ------ 0003 WL --> Suction 1.00 DATE: 7-APR-2003 JOB NO. 529463 PAGE 6 LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ____ --------------------------------------------- ------- ------ 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0003 1.00 GWS 1.00 MCS 0004 1.00 GWP 1.00 MCP * S U M M A R Y R A F T E R D E S I G N ##+++++tort++++++++ttt+++#++++ttt+++#+++++tt RAFTERS ARE NUMBERED FROM BACK SIDEWALL DESIGNED SECTIONS UNITY DEFLECTION MEMBER LENGTH LIBRARY SHAPE CHECK (L/XX) ______ ________ ________________ _______ ---------- BR 1 19-07-00 W12X14 0.8406 -461 FR 1 19-07-00 W12X14 0.8406 -461 ***** NOTE: RAFTER GREATER THAN 8-1/4 IN. DEEP. FLANGE BRACES ARE REQUIRED AT ALL PURLIN LOCATIONS WITHIN 6 FT. OF COLUMN. **** MOMENT/SHEAR CONNECTIONS: <------------ OUTSIDE ------------> <------------ INSIDE -------------> SHIP. PIECE END <------ PLATE ------> BOLT CON. NO. STIFF. <--- MOMENTS ---> CON. NO. STIFF. <--- MOMENTS ---> MEMBER NUMBER NO. LENGTH WIDTH THICK. DIA. TYPE BOLTS THICK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL ______ ___________ ___ ______ _______ ______ ______ ____ _____ ______ ________ ________ ____ _____ ______ ________ -------- BR 1 2 12.277 5.0000 0.3750 0.6250 C 2 0.0000 20.918 20.679 C 2 0.0000 20.918 12.534 + W E B S T I F F E N E R S LEFT ENDWALL <- SHIPPED PIECE -> <--------------- WEB STIFFENER --------------> LENGTH WIDTH THICK. MEMBER NUMBER LENGTH LOCATION (IN) (IN) (IN) SIDES ------ ------ ________ ________ _______ _______ _______ ----- BR 1 19-07-00 -0-01-08 11.4375 1.8125 0.1900 2 FR 1 19-07-00 19-08-08 11.4375 1.8125 0.1900 2 �7 DATE: 7-APR-2003 JOB NO. 529463 PAGE 7 • +xxxxxx++xxtx+xxx++xaaattttx+xaar+++tr+++++++ * S U M M A R Y C O L U M N D E S I G N ++++++a++++++x+++++++++xt+x+++++a+xxxxxxxxxtx COLUMNS ARE LISTED FROM BACK SIDEWALL DESIGNED SECTIONS: OUTSIDE FLANGE WEB INSIDE FLANGE UNITY DEFLECTION MEMBER LENGTH WIDTH X THICKNESS DEPTH X THICKNESS WIDTH X THICKNESS CHECK (L/XX) ------ -------- ----------------- ----------------- ----------------- ------- ---------- COL 1 13-00-10 W8X10 0.3747 972 COL 2 17-09-10 W10X12 0.9299 367 COL 3 13-00-10 W8X10 0.3826 972 CAP CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT ------ ---- ------- ------ ----- ------ ------ ------- -------- -------- -------- -------- COL 1 6.0000 8.3750 0.2500 4 0.5000 0.0000 0.0000 1.477 2.406 6.019 0.000 COL 2 10.0000 10.3750 0.3125 4 0.5000 0.0000 0.0000 2.841 6.322 11.206 0.000 COL 3 6.0000 8.3750 0.2500 4 0.5000 0.0000 0.0000 1.477 2.893 6.019 0.000 BASE CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT ------ ------- ---- --- ----- ------ ------ ------- -------- -------- -------- -------- COL 1 10.0000 8.3750 0.3750 4 0.7500 0.0000 0.0000 1.425 2.327 6.151 0.000 COL 2 10.0000 10.3750 0.3750 4 0.7500 0.0000 0.0000 3.104 6.194 11.420 0.000 COL 3 10.0000 8.3750 0.3750 4 0.7500 0.0000 0.0000 1.425 2.814 6.151 0.000 `fes DATE: 7-APR-2003 JOB NO. 529463 PAGE 8 BASE REACTIONS: (COLUMNS LISTED FROM BACK SIDEWALL) POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT MEMBER NAME DESCRIPTION (KIPS) (KIPS) (KIP-FT) ______ ____ --------------------------------------------- ---------- ---------- ---------- COL 1 0002 DL+SL+CL 0.000 3.856 0.000 COL 2 0002 DL+SL+CL 0.000 11.420 0.000 COL 3 0002 DL+SL+CL 0.000 3.856 0.000 COL 1 0013 DL+USL+CL 0.000 -0.037 0.000 COL 2 0013 DL+USL+CL 0.000 9.024 0.000 COL 3 0013 DL+USL+CL 0.000 6.151 0.000 COL 1 0014 DL+USR+CL 0.000 6.151 0.000 COL 2 0014 DL+USR+CL 0.000 9.024 0.000 COL 3 0014 DL+USR+CL 0.000 -0.037 0.000 COL 1 0101 DL+.75(SL+CL+WLI+GWS) -1.069 1.065 0.000 COL 2 0101 DL+.75(SL+CL+WLI+GWS) -2.328 3.706 0.000 COL 3 0101 DL+.75(SL+CL+WLI+GWS) -1.069 1.065 0.000 COL 1 0102 DL+.75(USL+CL+WLI+GWS) -1.069 -1.854 0.000 COL 2 0102 DL+.75(USL+CL+WLI+GWS) -2.328 1.909 0.000 COL 3 0102 DL+.75(USL+CL+WLI+GWS) -1.069 2.787 0.000 COL 1 0103 DL+.75(USR+CL+WLI+GWS) -1.069 2.787 0.000 COL 2 0103 DL+.75(USR+CL+WLI+GWS) -2.328 1.909 0.000 COL 3 0103 DL+.75(USR+CL+WLI+GWS) -1.069 -1.854 0.000 COL 1 0105 DL+.75(SL+CL+WLI+GWP) 0.951 1.065 0.000 _ COL 2 0105 DL+.75(SL+CL+WLI+GWP) 2.110 3.706 0.000 COL 3 0105 DL+.75(SL+CL+WLI+GWP) 0.951 1.065 0.000- COL 1 0106 DL+.75(USL+CL+WLI+GWP) 0.951 -1.854 0.000 COL 2 0106 DL+.75(USL+CL+WLI+GWP) 2.110 1.909 0.000 COL 3 0106 DL+.75(USL+CL+WLI+GWP) 0.951 2.787 0.000 COL 1 0107 DL+.75(USR+CL+WLI+GWP) 0.951 2.787 0.000 COL 2 0107 DL+.75(USR+CL+WLI+GWP) 2.110 1.909 0.000 COL 3 0107 DL+.75(USR+CL+WLI+GWP) 0.951 -1.854 0.000 COL 1 0110 DL+.75(SL+CL+WL2+GWS) -1.069 3.646 0.000 COL 2 0110 DL+.75(SL+CL+WL2+GWS) -2.328 7.562 0.000 COL 3 0110 DL+.75(SL+CL+WL2+GWS) -1.069 0.700 0.000 COL 1 0111 DL+.75(SL+CL+WR2+GWS) -1.069 1.079 0.000 COL 2 0111 DL+.75(SL+CL+WR2+GWS) -2.328 6.804 0.000 COL 3 0111 DL+.75(SL+CL+WR2+GWS) -1.069 4.025 0.000 COL 1 0112 DL+.75(USL+CL+WL2+GWS) -1.069 0.726 0.000 COL 2 0112 DL+.75(USL+CL+WL2+GWS) -2.328 5.765 0.000 COL 3 0112 DL+.75(USL+CL+WL2+GWS) -1.069 2.422 0.000 COL 1 0113 DL+.75(USR+CL+WR2+GWS) - -1.069 2.801 0.000 COL 2 0113 DL+.75(USR+CL+WR2+GWS) -2.326 5.007 0.000 COL 3 0113 DL+.75(USR+CL+WR2+GWS) -1.069 1.105 0.000 COL 1 0116 DL+.75(SL+CL+WL2+GWP) 0.951 3.646 0.000 COL 2 0116 DL+.75(SL+CL+WL2+GWP) 2.110 7.562 0.000 COL 3 0116 DL+.75(SL+CL+WL2+GWP) 0.951 0.700 0.000 COL 1 0117 DL+.75(SL+CL+WR2+GWP) 0.951 1.079 0.000 COL 2 0117 DL+.75(SL+CL+WR2+GWP) 2.110 6.804 0.000 DATE: 7-APR-2003 JOB NO. 529463 PAGE 9 LOAD COMBINATION HORIZONTAL VERTICAL MOMENT MEMBER NAME DESCRIPTION (KIPS) (KIPS) (KIP-FT) ------ ---- --------------------------------------------- ---------- ---------- ---------- COL 3 0117 DL+.75(SL+CL+WR2+GWP) 0.951 4.025 0.000 COL 1 0118 DL+.75(USL+CL+WL2+GWP) 0.951 0.726 0.000 COL 2 0118 DL+.75(USL+CL+WL2+GWP) 2.110 5.765 0.000 COL 3 0118 DL+.75(USL+CL+WL2wGWP) 0.951 2.422 0.000 COL 1 0119 DL+.75(USR+CL+WR2+GWP) 0.951 2.801 0.000 COL 2 0119 DL+.75(USR+CL+WR2+GWP) 2.110 5.007 0.000 COL 3 0119 DL+.75(USR+CL+WR2+GWP) 0.951 1.105 0.000 COL 1 0131 DL+.75(SL+CL+WL+GWS) -1.069 1.363 0.000 COL 2 0131 DL+.75(SL+CL+WL+GWS) -2.328 5.016 0.000 COL 3 0131 DL+.75(SL+CL+WL+GWS) -1.069 2.155 0.000 COL 1 0132 DL+.75(SL+CL+WR+GWS) -1.069 2.050 0.000 COL 2 0132 DL+.75(SL+CL+WR+GWS) -2.328 5.226 0.000 COL 3 0132 DL+.75(SL+CL+WR+GWS) -1.069 1.257 0.000 COL 1 0133 DL+.75(USL+CL+WL+GWS) -1.069 -1.557 0.000 COL 2 0133 DL+.75(USL+CL+WL+GWS) -2.328 3.219 0.000 COL 3 0133 DL+.75(USL+CL+WL+GWS) -1.069 3.876 0.000 COL 1 0134 DL+.75(USR+CL+WR+GWS) -1.069 3.771 0.000 COL 2 0134 DL+.75(USR+CL+WR+GWS) -2.328 3.429 0.000 COL 3 0134 DL+.75(USR+CL+WR+GWS) -1.069 -1.662 0.000 COL 1 0137 DL+.75(SL+CL+WL+GWP) 0.951 1.363 0.000 COL 2 0137 DL+.75(SL+CL+WL+GWP) 2.110 5.016 0.000 COL 3 0137 DL+.75(SL+CL+WL+GWP) 0.951 2.155 - 0.000 COL 1 0138 DL+.75(SL+CL+WR+GWP) 0.951 2.050 0.000 COL 2 0138 DL+.75(SL+CL+WR+GWP) 2.110 5.226 0.000 COL 3 0138 DL+.75(SL+CL+WR+GWP) 0.951 1.257 0.000 COL 1 0139 DL+.75(USL+CL+WL+GWP) 0.951 -1.557 0.000 COL 2 0139 DL+.75(USL+CL+WL+GWP) 2.110 3.219 0.000 COL 3 0139 DL+.75(USL+CL+WL+GWP) 0.951 3.876 0.000 COL 1 0140 DL+.75(USR+CL+WR+GWP) 0.951 3.771 0.000 COL 2 0140 DL+.75(USR+CL+WR+GWP) 2.110 3.429 0.000 COL 3 0140 DL+.75(USR+CL+WR+GWP) 0.951 -1.662 0.000 COL 1 0159 .6DL+WLI+GWS -1.425 -2.327 0.000 COL 2 0159 .6DL+WLI+GWS -3.104 -6.194 0.000 COL 3 0159 .6DL+WLI+GWS -1.425 -2.327 0.000 COL 1 0160 .6DL+WLI+GWP 1.268 -2.327 0.000 COL 2 0160 .6DL+WLI+GWP 2.814 -6.194 0.000 COL 3 0160 .6DL+WLI+GWP 1.268 -2.327 0.000 COL 1 0161 .6DL+WL+GWS -1.425 -1.931 0.000 COL 2 0161 .6DL+WL+GWS -3.104 -4.447 0.000 COL 3 0161 .6DL+WL+GWS -1.425 -0.875 0.000 COL 1 0162 .6DL+WR+GWS -1.425 -1.015 0.000 COL 2 0162 .6DL+WR+GWS -3.104 -4.166 0.000 COL 3 0162 .6DL+WR+GWS -1.425 -2.071 0.000 COL 1 0163 .6DL+WL+GWP 1.268 -1.931 0.000 COL 2 0163 .6DL+WL+GWP 2.814 -4.447 0.000 COL 3 0163 .6DL+WL+GWP 1.268 -0.875 0.000 COL 1 0164 .6DL+WR+GWP 1.268 -1.015 0.000 COL 2 0164 .6DL+WR+GWP 2.814 -4.166 0.000 COL 3 0164 .6DL+WR+GWP 1.268 -2.071 0.000 DATE: 7-APR-2003 JOB NO. 529463 PAGE 10 LOAD COMBINATION - HORIZONTAL VERTICAL MOMENT MEMBER NAME DESCRIPTION (KIPS) (KIPS) (KIP-FT) ------ ---- --------------------------------------------- ---------- ---------- ---------- COL 1 0165 .6DL+WL2+GWS -1.425 1.114 0.000 COL 2 0165 .6DL+WL2+GWS -3.104 -1.052 0.000 COL 3 0165 .6DL+WL2+GWS -1.425 -2.814 0.000 COL 1 0166 .6DL+WR2+GWS -1.425 -2.309 0.000 COL 2 0166 .6DL+WR2+GWS -3.104 -2.063 0.000 COL 3 0166 .6DL+WR2+GWS -1.425 1.619 0.000 COL 1 0167 .6DL+WL2+GWP 1.268 1.114 0.000 COL 2 0167 .6DL+WL2+GWP 2.814 -1.052 0.000 COL 3 0167 .6DL+WL2+GWP 1.268 -2.814 0.000 COL 1 0168 .6DL+WR2+GWP 1.268 -2.309 0.000 COL 2 0168 .6DL+WR2+GWP 2.814 -2.063 0.000 COL 3 0168 .6DL+WR2+GWP 1.268 1.619 0.000 COL 1 0801 DL+LAI+CL 0.000 2.544 0.000 COL 2 0801 DL+LAI+CL 0.000 4.188 0.000 COL 3 0801 DL+LAI+CL 0.000 0.425 0.000 COL 1 0802 DL+LA2+CL 0.000 0.425 0.000 COL 2 0802 DL+LA2+CL 0.000 4.188 0.000 COL 3 0802 DL+LA2+CL 0.000 2.544 0.000 DATE: 7-APR-2003 JOB NO. 529463 PAGE 11 • +++i+i#Y#ii##*#i#iiirik#***i irkk********+ • S U M M A R Y G I R T D E S I G N GIRTS ARE FLUSH GIRT DEPTH: 8.00 IN (BAYS NUMBERED FROM BACK SIDEWALL) BAY 1 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA SPAN DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ----------- -- ----------- ---------- --------- ------------- ---------- _____-_----------__- 3-8 12 19-0 L/333 0.903 1.089 1.198 0.989 7-4 12 19-0 L/312 0.964 1.089 1.198 0.989 11-6 12 19-0 L/325 0.929 1.089 1.198 0.989 15-2 16 10-6-7/16 L/1541 0.391 1.180 1.080 BAY 2 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA SPAN DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES -- ----------- ---------- --------- ------------- ---------- -------________----- 3-8 12 19-0 L/333 0.903 1.089 1.198 0.989 7-4 12 19-0 L/312 0.964 1.089 1.198 0.989 11-6 12 19-0 L/325 0.929 1.089 1.198 0.989 15-2 16 10-6-7/16 L/1541 0.391 1.180 1.080 DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 +___________________________________+_______---______________--______________---_+________-_________---_-____________________+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS BALTIC, CT. ! _______________ +________-_______--______________________-__+ x+++++r++++++++x+xxx++++++++rr+xxx+++++r++x+xx++++++rrr++++xx++++r+xx+++++ * L E F T E N D W A L L B R A C I N G D E S I G N R E P O R T ++rr+++rxxx+xx+++++r++++xx++++trr+r+++++++++rrr++x++++++++++++x+++++++xxx+ GOVERNING LOAD CODE: 2000 International Building Code 1r 1/— DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Factor: I I c Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure. B Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 Seismic: S1: 0.13 Ss: 0.25 R: 4.00 Cd: 3.50 Is: 1.00 Seismic Use Group: I Framing Weight: 6522.8 Lbs Site Class: D Seismic Design Category: C Analysis Procedure - Equivalent Lateral Force Procedure Longitudinal Structural System: Concentrically Braced Frames . BRACING TYPE: Cable BRACED BAYS : 2 APPLIED SIDEWALL LOAD: 0.893 KIPS From Seismic 2.085 KIPS From Wind DIAPHRAGM CAPACITY 4.800 KIPS For Seismic 4.800 KIPS For Wind ***** NOTE: Applied Seismic Load is Amplified by Overstrength Factor (2.00) . PROVIDE BRACING 0.250 In. Diameter Cable In Bay 2 DATE: 8-APR-2003 JOB NO. 529463PART2 PAGE 1 +___________________________________+____________________________________________-___________________________________________- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS : BALTIC, CT. +___________________________________+____________________________________________+___________________________________________- xxx+++#+++x+#++++*f++++}+f**###++fx*++++iifff}}+ix*+++++f * R I G H T E N D W A L L D E S I G N R E P O R T •##+iffR+#+iff*+}##iif R+Riff##*##+iikf**#iiiff*#+if x**##x GOVERNING LOAD CODE: 2000 International Building Code ((( DESIGN LOADS INFORMATION: Designed As Enclosed Structure CL/8/3 Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Factor: I / Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 Snow: 38.74 PSF Ground Snow: 45.00 PSE Importance Factor: 1.00 Roof Snow Coeff: 1.00 Exposure Factor: 1.00 Thermal Factor: 1.00 Roof Surface Type: Unobstructed slippery Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Edge Strip Width: 4-00-00 K1: NA K2: NA - K3: NA Kzt: 1.00 AISI Edition: 1996 DESIGN END BAY SIZE: 21-00-00 COLUMN SPACINGS FROM FRONT SIDEWALL: 20-00-00 20-00-00 FRONT EAVE HEIGHT: 14-00-00 BACK EAVE HEIGHT: 14-00-00 FRONT ROOF SLOPE: 3.000/12 BACK ROOF SLOPE: 3.000/12 DEFLECTION DEFAULTS: GIRTS L/ 63 RAFTERS COLUMNS L/ 63 DEFLECTION LIMIT OVERRIDES: *' NONE '* FRAMED OPENINGS: '*"* NONE "*** LOADING CONDITIONS: NAME DESCRIPTION COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT ____ ____________________ __________________ SWT Self Weight DL Dead Load SL Snow Load L/ 180 CL Collateral Load - USL Unbal Snow Left L/ 180 USR Unbal Snow Right L/ 180 WL1 Wind Uplift 1 GWS Girt Wind Suction L/ 63 GWP Girt Wind Pressure L/ 63 • GJ 7' DATE: 8-APR-2003 JOB NO. 529463PART2 PAGE 2 LOADING CONDITIONS: NAME DESCRIPTION COLUMN DELL. LIMIT RAFTER DEFL. LIMIT ---- -------------------- ------------------ ------------------ WL Long. Wind L-->R WR Long. Wind R-->L WL2 Wind Left 2 WR2 Wind Right 2 LA1 Live Load Alt. 1 - LA2 Live Load Alt. 2 LOADING COMBINATIONS: OVERALL DEFLECTION LIMIT NAME DESCRIPTION FACTOR HORIZ. VERT. ---- --------------------------------------------- ------- ---------------- _ 0002 DL+SL+CL 1.00 0013 DL+USL+CL 1.00 0014 DL+USR+CL 1.00 - - 0101 DL+.75(SL+CL+WLI+GWS) 1.00 0102 DL+.75(USL+CL+WLI+GWS) 1.00 0103 DL+.75(USR+CL+WLI+GWS) 1.00 0105 DL+.75(SL+CL+WLI+GWP) 1.00 0106 DL+.75(USL+CL+WLI+GWP) 1.00 0107 DL+.75(USR+CL+WLI+GWP) 1.00 0110 DL+.75(SL+CL+WL2+GWS) 1.00 - 0111 DL+.75(SL+CL+WR2+GWS) 1.00 0112 DL+.75(USL+CL+WL2+GWS) 1.00 0113 DL+.75(USR+CL+WR2+GWS) 1.00 0116 DL+.75(SL+CL+WL2+GWP) 1.00 0117 DL+.75(SL+CL+WR2+GWP) 1.00 0118 DL+.75(USL+CL+WL2+GWP) 1.00 0119 DL+.75(USR+CL+WR2+GWP) 1.00 0131 DL+.75(SL+CL+WL+GWS) 1.00 0132 DL+.75(SL+CL+WR+GWS) 1.00 0133 DL+.75(USL+CL+WL+GWS) 1.00 0134 DL+.75(USR+CL+WR+GWS) 1.00 0137 DL+.75(SL+CL+WL+GWP) 1.00 0138 DL+.75(SL+CL+WR+GWP) 1.00 0139 DL+.75(USL+CL+WL+GWP) 1.00 0140 DL+.75(USR+CL+WR+GWP) 1.00 0159 .6DL+WLI+GWS 1.00 0160 .6DL+WLI+GWP 1.00 0161 .6DL+WL+GWS 1.00 0162 .61)L+WR+GWS 1.00 0163 .6DL+WL+GWP 1.00 0164 .6DL+WR+GWP 1.00 0165 .6DL+WL2+GWS 1.00 0166 .6DL+WR2+GWS 1.00 0167 .6DL+WL2+GWP 1.00 0168 .6DL+WR2+GWP 1.00 0801 DL+LAI+CL 1.00 0802 DL+LA2+CL 1.00 DATE: 8-APR-2003 JOB NO. 529463PART2 PAGE 3 • NAME CONDITIONS/£ACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0002 1.00 SWT 1.00 DL 1.00 SL 1.00 CL 0013 1.00 SWT 1.00 DL 1.00 CL 1.00 USL 0014 1.00 SWT 1.00 DL 1.00 CL 1.00 USR 0101 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WL1 0.75 GWS 0102 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WL1 0.75 GWS 0103 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 WL1 0.75 GWS 0105 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WL1 0.75 GWP 0106 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WL1 0.75 GWP 0107 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 WL1 0.75 GWP 0110 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WL2 0111 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WR2 0112 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWS 0.75 WL2 0113 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWS 0.75 WR2 0116 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WL2 0117 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WR2 0118 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWP 0.75 WL2 0119 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWP 0.75 WR2 0131 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WL 0132 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WR 0133 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWS 0.75 WL 0134 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWS 0.75 WR 0137 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WL 0138 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WR 0139 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWP 0.75 WL - 0140 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWP 0.75 WR 0159 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWS 0160 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWP 0161 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL 0162 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR 0163 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL - 0164 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR 0165 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL2 0166 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR2 0167 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL2 0168 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR2 0801 1.00 SWT 1.00 DL 1.00 CL 1.00 LAI 0802 1.00 SWT 1.00 DL 1.00 CL 1.00 LA2 AREA LOADS: - MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD,LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END --------- ------------ --------- --------- ----------------------- ---------- ---------- DL BACK RAFTER DEAD LOAD 21-00-00 2.000 2.000 0-00-00 20-07-06 DL FRONT RAFTER DEAD LOAD 21-00-00 2.000 2.000 0-00-00 20-07-06 LAI BACK RAFTER LIVE LOAD 21-00-00 19.800 19.800 0-00-00 20-00-00 eZ� DATE: 8-APR-2003 JOB NO. 529463PART2 PAGE 4 LOAD LOAD LOADING MAGNITUDE (LHS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END --------- ------------ --------- --------- ----------------------- ---------- ---------- LA2 FRONT RAFTER LIVE LOAD 21-00-00 19.800 19.800 0-00-00 20-00-00 SL BACK RAFTER LIVE LOAD 21-00-00 38.744 38.744 0-00-00 20-07-06 SL FRONT RAFTER LIVE LOAD 21-00-00 38.744 38.744 0-00-00 20-07-06 USL FRONT RAFTER LIVE LOAD 21-00-00 58.116 58.116 0-00-00 20-07-06 USR BACK RAFTER LIVE LOAD 21-00-00 58.116 58.116 0-00-00 20-07-06 WL BACK RAFTER WIND LOAD 8-00-00 -8.342 -8.342 0-00-00 20-07-06 WL BACK RAFTER WIND LOAD 21-00-00 -19.099 -19.099 0-00-00 20-07-06 WL FRONT RAFTER WIND LOAD 8-00-00 -3.512 -3.512 0-00-00 20-07-06 WL FRONT RAFTER WIND LOAD 21-00-00 -12.074 -12.074 0-00-00 20-07-06 WL1 BACK RAFTER WIND LOAD 6-06-00 -21.514 -21.514 4-00-00 16-00-00 WL1 BACK RAFTER WIND LOAD 6-06-00 -34.685 -34.685 - 16-00-00 20-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL1 BACK RAFTER WIND LOAD 6-06-00 -34.685 -34.685 0-00-00 4-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WL1 FRONT RAFTER WIND LOAD 6-06-00 -21.514 -21.514 4-00-00 16-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL1 FRONT RAFTER WIND LOAD 6-06-00 -34.685 -34.685 0-00-00 4-00-00 WL1 FRONT RAFTER WIND LOAD 6-06-00 -34.685 -34.685 - 16-00-00 20-00-00 WL2 BACK RAFTER WIND LOAD 10-06-00 10.537 10.537 0-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34:685 16-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WL2 FRONT RAFTER WIND LOAD 6-06-00 -34.685 -34.685 16-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 6-06-00 -34.685 -34.685 0-00-00 4-00-00 WL2 FRONT RAFTER WIND LOAD 6-06-00 -21.514 -21.514 4-00-00 16-00-00 WR BACK RAFTER WIND LOAD 21-00-00 -12.074 -12.074 0-00-00 20-07-06 WR BACK RAFTER WIND LOAD 8-00-00 -3.512 -3.512 0-00-00 20-07-06 WR FRONT RAFTER WIND LOAD 21-00-00 -19.099 -19.099 0-00-00 20-07-06 WR FRONT RAFTER WIND LOAD 8-00-00 -8.342 -8.342 0-00-00 20-07-06 WR2 BACK RAFTER WIND LOAD 6-06-00 -34.685 -34.685 0-00-00 4-00-00 WR2 BACK RAFTER WIND LOAD 6-06-00 -34.685 -34.685 16-00-00 20-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 - 4-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WR2 BACK RAFTER WIND LOAD 6-06-00 -21.514 -21.514 4-00-00 16-00-00 WR2 FRONT RAFTER WIND LOAD 10-06-00 10.537 10.537 0-00-00 20-00-00 CL BACK RAFTER COLLATERAL 21-00-00 3.000 3.000 0-00-00 20-07-06 CL FRONT RAFTER COLLATERAL 21-00-00 3.000 3.000 0-00-00 20-07-06 �7 DATE: 8-APR-2003 JOB NO. 529463PART2 PAGE 5 r SPECIAL CONCENTRATED LOADS: MEASUREMENT CONVENTIONS: SPACE LOADS - LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. CONCENTRATED LOAD MAGNITUDES ARE POSITIVE TOWARD THE RIGHT, POSITIVE DOWNWARD, AND POSITIVE CLOCKWISE FOR MOMENTS. LOAD HORIZONTAL VERTICAL MOMENT <- ---- LOCATION -----> CONDITION MEMBER TYPE (KIPS) (KIPS) (KIP-FT) HORIZONTAL VERTICAL --------- -------------- ------------- ---------- -------- -------- ---------- ---------- GWS WIND COLUMN 1 SPACE LOAD -1.670 0.000 0.000 0-00-00 3-08-00 GWS WIND COLUMN 1 SPACE LOAD -1.784 0.000 0.000 0-00-00 7-04-00 GWS WIND COLUMN 1 SPACE LOAD -1.758 0.000 0.000 0-00-00 11-06-00 GWS WIND COLUMN 1 SPACE LOAD -0.797 0.000 0.000 0-00-00 15-02-00 GWP WIND COLUMN 1 SPACE LOAD 1.513 0.000 0.000 0-00-00 3-08-00 GWP WIND COLUMN 1 SPACE LOAD 1.616 0.000 0.000 0-00-00 7-04-00 GWP WIND COLUMN 1 SPACE LOAD 1.593 0.000 0.000 0-00-00 11-06-00 GWP WIND COLUMN 1 SPACE LOAD 0.729 0.000 0.000 0-00-00 15-02-00 * G I R T L O A D I N G fff##*xxxRRRii##44*+1fR*##* LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ---- -------------------- ----------- GWS Girt Wind Suction GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ---- --------------------------------------------- ------- ------ 0003 WL --> Suction 1.00 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS ---- -----------------------------------------------------------------------'_----------------------_-___-------------- 0003 1.00 GWS 1.00 MCS 0004 1.00 GWP 1.00 MCP * S U M M A R-Y C O L U M N D E S I G N iRiffii####*+11f*********Raaiaif#k+f x*1f**k*R COLUMNS ARE LISTED FROM FRONT SIDEWALL DATE: 8-APR-2003 JOB NO. 529463PART2 PAGE 6 r DESIGNED SECTIONS: OUTSIDE FLANGE WEB INSIDE FLANGE UNITY DEFLECTION MEMBER LENGTH WIDTH X THICKNESS DEPTH X THICKNESS WIDTH X THICKNESS CHECK (L/XX) ______ ________ _________________ _________________ _________________ _______ ---------- COL 2 17-11-10 W10X12 0.8634 356 CAP CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. -LENGTH -SHEAR-- -UPLIFT- -COMP.-- -MOMENT - ------ 10_00__ 10_37__ 0_312_ 1111_ 0_500_ -"--- COL 2 10.0000 10.3750 0.3125 4 0.5000 0.0000 0.0000 2.867 0.000 0.000 0.000 BASE CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT ______ _______ _______ ______ _____ ______ ______ _______ ________ ________ ________ -------- COL 2 10.0000 10.3750 0.3750 4 0.7500 0.0000 0.0000 3.142 0.000 0.216 0.000 DATE: 8-APR-2003 JOB NO. 529463PART2 PAGE 7 BASE REACTIONS: (COLUMNS LISTED FROM BACK SIDEWALL) POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT MEMBER NAME DESCRIPTION (KIPS) (KIPS) (KIP-FT) ------ ---- --------------------------------------------- ---------- ---------- ---------- COL 1 0002 DL+SL+CL 0.000 0.216 0.000 COL 1 0013 DL+USL+CL 0.000 0.216 0.000 COL 1 0014 DL+USR+CL 0.000 0.216 0.000 COL 1 0101 DL+.75(SL+CL+WLI+GWS) -2.357 0.216 0.000 COL 1 0102 DL+.75(USL+CL+WLI+GWS) -2.357 0.216 0.000 COL 1 0103 DL+.75(USR+CL+WLI+GWS) -2.357 0.216 0.000 COL 1 0105 DL+.75(SL+CL+WLI+GWP) 2.136 0.216 0.000 COL 1 0106 DL+.75(USL+CL+WLI+GWP) 2.136 0.216 0.000 COL 1 0107 DL+.75(USR+CL+WLI+GWP) 2.136 0.216 0.000 COL 1 0110 DL+.75(SL+CL+WL2+GWS) -2.357 0.216 0.000 COL 1 0111 DL+.75(SL+CL+WR2+GWS) -2.357 0.216 0.000 COL 1 0112 DL+.75(USL+CL+WL2+GWS) -2.357 0.216 0.000 COL 1 0113 DL+.75(USR+CL+WR2+GWS) -2.357 0.216 0.000 COL 1 0116 DL+.75(SL+CL+WL2+GWP) 2.136 0.216 0.000 COL 1 0117 DL+.75(SL+CL+WR2+GWP) 2.136 0.216 0.000 COL 1 0118 DL+.75(USL+CL+WL2+GWP) 2.136 0.216 0.000 COL 1 0119 DL+.75(USR+CL+WR2+GWP) 2.136 0.216 0.000 COL 1 0131 DL+.75(SL+CL+WL+GWS) -2.357 0.216 0.000 COL 1 0132 DL+.75(SL+CL+WR+GWS) -2.357 0.216 0.000 _ COL 1 0133 DL+.75(USL+CL+WL+GWS) -2.357 0.216 0.000 COL 1 0134 DL+.75(USR+CL+WR+GWS) -2.357 0.216 0.000- COL 1 0137 DL+.75(SL+CL+WL+GWP) 2.136 0.216 0.000 COL 1 0138 DL+.75(SL+CL+WR+GWP) 2.136 0.216 0.000 COL 1 0139 DL+.75(USL+CL+WL+GWP) 2.136 0.216 0.000 COL 1 0140 DL+.75(USR+CL+WR+GWP) 2.136 0.216 0.000 COL 1 0159 .6DL+WLI+GWS -3.142 0.130 0.000 COL 1 0160 .6DL+WLI+GWP 2.848 0.130 0.000 COL 1 0161 .6DL+WL+GWS -3.142 0.130 0.000 COL 1 0162 .6DL+WR+GWS -3.142 0.130 0.000 COL 1 0163 .6DL+WL+GWP 2.848 0.130 0.000 COL 1 0164 .6DL+WR+GWP 2.848 0.130 0.000 COL 1 0165 .6DL+WL2+GWS -3.142 0.130 0.000 COL 1 0166 .6DL+WR2+GWS -3.142 0.130 0.000 COL 1 0167 .6DL+WL2+GWP 2.848 0.130 0.000 COL 1 0168 .6DL+WR2+GWP 2.848 0.130 - 0.000 COL 1 0801 DL+LAI+CL 0.000 0.216 0.000 COL 1 0802 DL+LA2+CL 0.000 0.216 0.000 DATE: 8-APR-2003 JOB NO. 529463PART2 PAGE 8 • S U M M A R Y G I R T D E S I G N GIRTS ARE FLUSH GIRT DEPTH: 8.00 IN (BAYS NUMBERED FROM FRONT SIDEWALL) BAY 1 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA SPAN DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES _ __________ _________ _____________ ____________________ - _____- 3-6 12 19-0 L/333 0.903 1.089 1.198 0.989 7-4 12 19-0 L/312 0.964 1.089 1.198 0.989 11-6 12 19-0 L/322 0.937 1.089 1.198 0.989 15-2 16 11-2-1/2 L/1269 0.447 1.170 . 1.070 BAY 2 SPACING: 20-0 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> ELEVATION GA SPAN DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP _---_ ALL-ZONES __________ _________ _____________ __________ -____ 3-8 12 19-0 L/333 0.903 1.089 1.198 0.989 7-4 12 19-0 L/312 0.964 1.089 1.198 0.989 11-6 12 19-0 L/322 0.937 1.089 1.198 0.989 15-2 16 11-2-1/2 L/1269 0.447 1.170 1.070 DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 +-----------------------------------+---_--__----------------------------------__+-_--_--------------------------------------* KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS BALTIC, CT. ! *-----------------------------------+--______--_-----------------------------__-----_------------------------------_---------* ++++++++++++a+aaarff+f rffffffwawwx++++w++rr+rrxrrrfffffff * R I G H T E N D W A L L D E S I G N R E P O R T xxf xf xxrx+x+++++++++++++++rra+raff xxfffww+++x+++++++rrraa GOVERNING LOAD CODE: 2000 International Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure I/ Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Factor: I Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 Snow: 38.74 PSF Ground Snow: 45.00 PSF Importance Factor: 1.00 Roof Snow Coeff: 1.00 Exposure Factor: 1.00 Thermal Factor: 1.00 Roof Surface Type: Unobstructed slippery Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposure: B Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 AISI Edition: 1996 DESIGN END BAY SIZE: 10-06-00 COLUMN SPACINGS FROM FRONT SIDEWALL: 20-00-00 20-00-00 FRONT SAVE HEIGHT: 14-00-00 BACK EAVE HEIGHT: 14-00-00 FRONT ROOF SLOPE: 3.000/12 BACK ROOF SLOPE: 3.000/12 DEFLECTION DEFAULTS: GIRTS L/ 63 - RAFTERS COLUMNS L/ 63 DEFLECTION LIMIT OVERRIDES: ** NONE ** FRAMED OPENINGS: 20-00-00 WIDE X 14-00-00 HIGH IN BAY 1 AT 0-00-00 20-00-00 WIDE X 14-00-00 HIGH IN BAY 2 AT 0-00-00 LOADING CONDITIONS: NAME DESCRIPTION COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT ---- -------------------- ------------------ ------------------ SWT Self Weight DL Dead Load - SL Snow Load L/ 180 CL Collateral Load USL Unbal Snow Left L/ 180 USR Unbal Snow Right L/ 180 WL1 Wind Uplift 1 (z DATE: 7-APR-2003 JOB NO. 529463 PAGE 2 LOADING CONDITIONS: NAME DESCRIPTION COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT ---- -------------------- ------------------ ------------------ GWS Girt Wind Suction L/ 63 GWP Girt Wind Pressure L/ 63 WL Long. Wind L-->R WR Long. Wind R-->L WL2 Wind Left 2 WR2 Wind Right 2 LAI Live Load Alt. 1 LA2 Live Load Alt. 2 LOADING COMBINATIONS: OVERALL DEFLECTION LIMIT _ NAME DESCRIPTION FACTOR HORIZ. VERT. ---- --------------------------------------------- ------- ---------------- 0002 DL+SL+CL 1.00 0013 DL+USL+CL 1.00 0014 DL+USR+CL 1.00 0101 DL+.75(SL+CL+WLI+GWS) 1.00 0102 DL+.75(USL+CL+WLI+GWS) 1.00 0103 DL+.75(USR+CL+WLI+GWS) 1.00 0105 DL+.75(SL+CL+WLI+GWP) 1.00 0106 DL+.75(USL+CL+WLI+GWP) 1.00 0107 DL+.75(USR+CL+WLI+GWP) 1.00 0110 DL+.75(SL+CL+WL2+GWS) 1.00 0111 DL+.75(SL+CL+WR2+GWS) 1.00 0112 DL+.75(USL+CL+WL2+GWS) 1.00 0113 DL+.75(USR+CL+WR2+GWS) 1.00 0116 DL+.75(SL+CL+WL2+GWP) 1.00 0117 DL+.75(SL+CL+WR2+GWP) 1.00 0118 DL+.75(USL+CL+WL2+GWP) 1.00 0119 DL+.75(USR+CL+WR2+GWP) 1.00 0131 DL+.75(SL+CL+WL+GWS) 1.00 0132 DL+.75(SL+CL+WR+GWS) 1.00 0133 DL+.75(USL+CL+WL+GWS) . 1.00 0134 DL+.75(USR+CL+WR+GWS) 1.00 0137 DL+.75(SL+CL+WL+GWP) 1.00 0138 DL+.75(SL+CL+WR+GWP) 1.00 0139 DL+.75(USL+CL+WL+GWP) 1.00 0140 DL+.75(USR+CL+WR+GWP) 1.00 0159 .6DL+WLI+GWS 1.00 0160 .6DL+WLI+GWP 1.00 0161 .6DL+WL+GWS 1.00 0162 .6DL+WR+GWS 1.00 0163 .6DL+WL+GWP 1.00 0164 .6DL+WR+GWP 1.00 0165 .6DL+WL2+GWS 1.00 0166 .6DL+WR2+GWS 1.00 0167 .6DL+WL2+GWP 1.00 0168 .6DL+WR2+GWP 1.00 DATE: 7-APR-2003 JOB NO. 529463 PAGE 3 • LOADING COMBINATIONS: OVERALL DEFLECTION LIMIT NAME DESCRIPTION FACTOR HORIZ. VERT. ---- --------------------------------------------- ------- ---------------- 0601 DL+LAI+CL 1.00 0802 DL+LA2+CL 1.00 NAME CONDITIONS/FACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0002 1.00 SWT 1.00 DL 1.00 SL 1.00 CL 0013 1.00 SWT 1.00 DL 1.00 CL 1.00 USL 0014 1.00 SWT 1.00 DL 1.00 CL 1.00 USR 0101 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WL1 0.75 GWS 0102 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WL1 0.75 GWS 0103 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 WL1 0.75 GWS 0105 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 WL1 0.75 GWP _ 0106 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 WL1 0.75 GWP 0107 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 WL1 0.75 GWP 0110 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WL2 0111 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WR2 0112 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWS 0.75 WL2 0113 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWS 0.75 WR2 0116 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WL2 0117 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WR2 0118 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWP 0.75 WL2 0119 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWP 0.75 WR2 0131 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WL 0132 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWS 0.75 WR 0133 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWS 0.75 WL 0134 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWS 0.75 WR 0137 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WL 0138 1.00 SWT 1.00 DL 0.75 SL 0.75 CL 0.75 GWP 0.75 WR 0139 1.00 SWT 1.00 DL 0.75 CL 0.75 USL 0.75 GWP 0.75 WL 0140 1.00 SWT 1.00 DL 0.75 CL 0.75 USR 0.75 GWP 0.75 WR 0159 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWS - 0160 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWP 0161 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL 0162 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR 0163 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL 0164 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR 0165 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL2 0166 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR2 0167 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL2 0168 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR2 0801 1.00 SWT 1.00 DL 1.00 CL 1.00 LA1 0802 1.00 SWT 1.00 DL 1.00 CL 1.00 LA2 DATE: 7-APR-2003 JOB NO. 529463 PAGE 4 AREA LOADS: MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD,LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END --------- ------------ --------- --------- ----------------------- ---------- ---------- DL BACK RAFTER DEAD LOAD 10-06-00 2.000 2.000 0-00-00 20-07-06 DL FRONT RAFTER DEAD LOAD 10-06-00 2.000 2.000 0-00-00 20-07-06 LA1 BACK RAFTER LIVE LOAD 10-06-00 19.800 19.800 0-00-00 20-00-00 LA2 FRONT RAFTER LIVE LOAD 10-06-00 19.800 19.800 0-00-00 20-00-00 SL BACK RAFTER LIVE LOAD 10-06-00 38.744 38.744 0-00-00 20-07-06 SL FRONT RAFTER LIVE LOAD 10-06-00 38.744 38.744 0-00-00 20-07-06 USL FRONT RAFTER LIVE LOAD 10-06-00 58.116 58.116 0-00-00 20-07-06 USR BACK RAFTER LIVE LOAD 10-06-00 58.116 58.116 0-00-00 20-07-06 WL BACK RAFTER WIND LOAD 8-00-00 -8.342 -8.342 0-00-00 20-07-06 WL BACK RAFTER WIND LOAD 10-06-00 -19.099 -19.099 0-00-00 20-07-06 WL FRONT RAFTER WIND LOAD 8-00-00 -3.512 -3.512 0-00-00 20-07-06 WL FRONT RAFTER WIND LOAD 10-06-00 -12.074 -12.074 0-00-00 20-07-06 WL1 BACK RAFTER WIND LOAD 6-06-00 -21.514 -21.514 4-00-00 16-00-00 WL1 BACK RAFTER WIND LOAD 6-06-00 -34.685 -34.685 16-00-00 20-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL1 BACK RAFTER WIND LOAD 6-06-00 -34.685 -34.685 0-00-00 4-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WL1 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34:685 16-00-00 20-00-00 WL1 FRONT RAFTER WIND LOAD 6-06-00 -21.514 -21.514 4-00-00 16-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WL1 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL1 FRONT RAFTER WIND LOAD 6-06-00 -34.685 -34.685 0-00-00 4-00-00 WL1 FRONT RAFTER WIND LOAD 6-06-00 -34.685 -34.685 16-00-00 20-00-00 WL2 BACK RAFTER WIND LOAD 10-06-00 10.537 10.537 0-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WL2 FRONT RAFTER WIND LOAD 6-06-00 -34.685 -34.685 16-00-00 20-00-00 WL2 FRONT RAFTER WIND LOAD 6-06-00 -34.685 -34.685 0-00-00 4-00-00 WL2 FRONT RAFTER WIND LOAD 6-06-00 -21.514 -21.514 4-00-00 16-00-00 WR BACK RAFTER WIND LOAD 10-06-00 -12.074 -12.074 0-00-00 20-07-06 WR BACK RAFTER WIND LOAD 8-00-00 -3.512 -3.512 0-00-00 20-07-06 WR FRONT RAFTER WIND LOAD 10-06-00 -19.099 -19.099 0-00-00 20-07-06 WR FRONT RAFTER WIND LOAD 8-00-00 -8.342 -8.342 0-00-00 20-07-06 WR2 BACK RAFTER WIND LOAD 6-06-00 -34.685 -34.685 0-00-00 4-00-00 WR2 BACK RAFTER WIND LOAD 6-06-00 -34.685 -34.685 16-00-00 20-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 16-00-00 20-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 0-00-00 4-00-00 WR2 BACK RAFTER WIND LOAD 4-00-00 -34.685 -34.685 4-00-00 16-00-00 WR2 BACK RAFTER WIND LOAD 6-06-00 -21.514 -21.514 4-00-00 16-00-00 WR2 FRONT RAFTER WIND LOAD 10-06-00 10.537 10.537 0-00-00 20-00-00 CL BACK RAFTER COLLATERAL 10-06-00 3.000 3.000 0-00-00 20-07-06 DATE: 7-APR-2003 JOB NO. 529463 PAGE 5 LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START .END START END --------- ------------ --------- --------- ----------------------- ---------- ---------- CL FRONT RAFTER COLLATERAL 10-06-00 3.000 3.000 0-00-00 20-07-06 #++++rrrr#*aaarw#++rrr war#+ • G I R T L O A D I N G ' LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ---- -------------------- ----------- GWS Girt Wind Suction GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ---- --------------------------------------------- ------- ------ 0003 WL --> Suction 1.00 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS ---- ------------------------------------------------------------------------------------------------------------------ 0003 1.00 GWS 1.00 MCS 0004 1.00 GWP 1.00 MCP * S U M M A R Y R A F T E R D E S I G N RAFTERS ARE NUMBERED FROM FRONT SIDEWALL DESIGNED SECTIONS UNITY DEFLECTION MEMBER LENGTH LIBRARY SHAPE CHECK (L/XX) ------ -------- ---------------- ------- ---------- BR 1 19-07-00 W12X14 0.8820 -439 FR 1 19-07-00 W12X14 0.8820 -439 •*••* NOTE: RAFTER GREATER THAN 8-1/4 IN. DEEP. FLANGE BRACES ARE REQUIRED AT ALL PURLIN LOCATIONS WITHIN 6 FT. OF COLUMN. +••• DATE: 7-APR-2003 JOB NO. 529463 PAGE 6 MOMENT/SHEAR CONNECTIONS: <------------ OUTSIDE ------------> <------------ INSIDE -------------> SHIP. PIECE END <------ PLATE ------> BOLT CON. NO. STIFF. <--- MOMENTS ---> CON. NO. STIFF. <--- MOMENTS ---> MEMBER NUMBER NO. LENGTH WIDTH THICK. DIA. TYPE BOLTS THICK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL ------ ----------- --- ------ ------- ------ ------ ---- ----- ------ -------- -------- ---- ----- ------ -------- -------- BR 1 2 12.277 6.0000 0.4375 0.7500 C 2 0.0000 23.072 21.680 C 2 0.0000 23.072 13.080 rr***xxxxaaaa}}r+++*itahh##+aaa ' W E B S T I F F E N E R S ' ihhhr+#+###+till+hx+##artr++++i RIGHT ENDWALL <- SHIPPED PIECE -> <--------------- WEB STIFFENER --------------> LENGTH WIDTH THICK. MEMBER NUMBER LENGTH LOCATION (IN) (IN) (IN) SIDES ------ ------ -------- -------- ------- ------- ------- ----- BR 1 19-07-00 -0-01-08 11.4375 1.8125 0.1900 2 FR 1 19-07-00 19-08-08 11.4375 1.8125 0.1900 2 xxx#x++#a#a#++tf#xxxxxiha a++#rtta+th#hxx####a + S U M M A R Y C O L U M N D E S I G N #aafr}#}###*#if liffkk*x##4ir+i##4iilihhka#}}# COLUMNS ARE LISTED FROM FRONT SIDEWALL DESIGNED SECTIONS: OUTSIDE FLANGE WEB INSIDE FLANGE UNITY DEFLECTION MEMBER LENGTH WIDTH X THICKNESS DEPTH X THICKNESS WIDTH X THICKNESS CHECK (L/XX) ------ -------- ----------------- ------------- ----------------- ------- ---------- COL 1 13-00-10 W8X10 0.4972 9999 COL 2 17-09-10 W8X18 0.4555 9999 COL 3 13-00-10 W8X10 0.4972 9999 CAP CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT ------ ------- ------- ------ ----- ------ ------ ------- -------- -------- -------- -------- COL 1 6.0000 8.3750 0.2500 4 0.5000 0.0000 0.0000 0.000 2.518 6.315 0.000 COL 2 10.0000 8.6250 0.3125 4 0.5000 0.0000 0.0000 0.000 6.609 11.748 0.000 COL 3 6.0000 8.3750 0.2500 4 0.5000 0.0000 0.0000 0.000 3.026 6.315 0.000 BASE CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT ------ ------- ------- ------ ----- ------ ------ ------- -------- -------- -------- -------- COL 1 10.0000 8.3750 0.3750 4 0.7500 0.0000 0.0000 0.000 2.439 6.447 0.000 DATE: 7-APR-2003 JOB NO. 529463 PAGE 7 • BASE CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT ------ ------- ------- ------ ----- ------ ------ ------- -------- -------- -------- -------- COL 2 10.0000 8.6250 0.3750 4 0.7500 0.0000 0.0000 0.000 6.418 12.067 0.000 COL 3 10.0000 8.3750 0.3750 4 0.7500 0.0000 0.0000 0.000 2.947 6.447 0.000 U!15r� DATE: 7-APR-2003 JOB NO. 529463 PAGE 8 e. BASE REACTIONS: (COLUMNS LISTED FROM BACK SIDEWALL) POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT MEMBER NAME DESCRIPTION (KIPS) (KIPS) (KIP-FT) ------ ---- --------------------------------------------- ---------- ---------- ---------- COL 1 0002 DL+SL+CL 0.000 4.037 0.000 COL 2 0002 DL+SL+CL 0.000 12.067 0.000 COL 3 0002 DL+SL+CL 0.000 4.037 0.000 COL 1 0013 DL+USL+CL 0.000 -0.051 0.000 COL 2 0013 DL+USL+CL 0.000 9.551 0.000 COL 3 0013 DL+USL+CL 0.000 6.447 0.000 COL 1 0014 DL+USR+CL 0.000 6.447 0.000 COL 2 0014 DL+USR+CL 0.000 9.551 0.000 COL 3 0014 DL+USR+CL 0.000 -0.051 0.000 COL 1 0101 DL+.75(SL+CL+WLI+GWS) 0.000 1.116 0.000 COL 2 0101 DL+.75(SL+CL+WLI+GWS) 0.000 3.997 0.000 COL 3 0101 DL+.75(SL+CL+WLI+GWS) 0.000 1.116 0.000 COL 1 0102 DL+.75(USL+CL+WLI+GWS) 0.000 -1.950 0.000 COL 2 0102 DL+.75(USL+CL+WLI+GWS) 0.000 2.110 0.000 COL 3 0102 DL+.75(USL+CL+WLI+GWS) 0.000 2.923 0.000 COL 1 0103 DL+.75(USR+CL+WLI+GWS) 0.000 2.923 0.000 COL 2 0103 DL+.75(USR+CL+WLI+GWS) 0.000 2.110 0.000 COL 3 0103 DL+.75(USR+CL+WLI+GWS) 0.000 -1.950 0.000 COL 1 0105 DL+.75(SL+CL+WLI+GWP) 0.000 1.116 0.000 COL 2 0105 DL+.75(SL+CL+WLI+GWP) 0.000 - 3.997 0.000 COL 3 0105 DL+.75(SL+CL+WLI+GWP) 0.000 1.116 0.000 COL 1 0106 DL+.75(USL+CL+WLI+GWP) 0.000 -1.950 0.000 COL 2 0106 DL+.75(USL+CL+WLI+GWP) 0.000 2.110 0.000 COL 3 0106 DL+.75(USL+CL+WLI+GWP) 0-.000 2.923 0.000 COL 1 0107 DL+.75(USR+CL+WLI+GWP) 0.000 2.923 0.000 COL 2 0107 DL+.75(USR+CL+WLI+GWP) 0.000 2.110 0.000 COL 3 0107 DL+.75(USR+CL+WLI+GWP) 0.000 -1.950 0.000 COL 1 0110 DL+.75(SL+CL+WL2+GWS) 0.000 4.213 0.000 COL 2 0110 DL+.75(SL+CL+WL2+GWS) 0.000 7.237 0.000 COL 3 0110 DL+.75(SL+CL+WL2+GWS) 0.000 1.131 0.000 COL 1 0111 DL+.75(SL+CL+WR2+GWS) 0.000 0.734 0.000 COL 2 0111 DL+.75(SL+CL+WR2+GWS) 0.000 8.030 0.000 COL 3 0111 DL+.75(SL+CL+WR2+GWS) 0.000 3.816 0.000 COL 1 0112 DL+.75(USL+CL+WL2+GWS) 0.000 1.147 0.000 COL 2 0112 DL+.75(USL+CL+WL2+GWS) 0.000 5.350 0.000 COL 3 0112 DL+.75(USL+CL+WL2+GWS) 0.000 2.938 0.000 COL 1 0113 DL+.75(USR+CL+WR2+GWS) 0.000 2.542 0.000 COL 2 0113 DL+.75(USR+CL+WR2+GWS) 0.000 6.143 0.000 COL 3 0113 DL+.75(USR+CL+WR2+GWS) 0.000 0.750 0.000 COL 1 0116 DL+.75(SL+CL+WL2+GWP) 0.000 4.213 0.000 COL 2 0116 DL+.75(SL+CL+WL2+GWP) 0.000 7.237 0.000 COL 3 0116 DL+.75(SL+CL+WL2+GWP) 0.000 1.131 0.000 COL 1 0117 DL+.75(SL+CL+WR2+GWP) 0.000 0.734 0.000 COL 2 0117 DL+.75(SL+CL+WR2+GWP) 0.000 8.030 0.000 �o I DATE: 7-APR-2003 JOB NO. 529463 PAGE 9 LOAD COMBINATION HORIZONTAL VERTICAL MOMENT MEMBER NAME DESCRIPTION (KIPS) (KIPS) (KIP-FT) ------ ---- --------------------------------------------- ---------- ---------- ---------- COL 3 0117 DL+.75(SL+CL+WR2+GWP) 0.000 3.816 0.000 COL 1 0118 DL+.75(USL+CL+WL2+GWP) 0.000 1.147 0.000 COL 2 0118 DL+.75(USL+CL+WL2+GWP) 0.000 5.350 0.000 COL 3 0118 DL+.75(USL+CL+WL2+GWP) 0.000 2.938 0.000 COL 1 0119 DL+.75(USR+CL+WR2+GWP) 0.000 2.542 0.000 COL 2 0119 DL+.75(USR+CL+WR2+GWP) 0.000 6.143 0.000 COL 3 0119 DL+.75(USR+CL+WR2+GWP) 0.000 0.750 0.000 COL 1 0131 DL+.75(SL+CL+WL+GWS) 0.000 1.332 0.000 COL 2 0131 DL+.75(SL+CL+WL+GWS) 0.000 5.605 0.000 COL 3 0131 DL+.75(SL+CL+WL+GWS) 0.000 2.149 0.000 COL 1 0132 DL+.75(SL+CL+WR+GWS) 0.000 2.258 0.000 COL 2 0132 DL+.75(SL+CL+WR+GWS) 0.000 5.388 0.000 COL 3 0132 DL+.75(SL+CL+WR+GWS) 0.000 1.440 0.000 COL 1 0133 DL+.75(USL+CL+WL+GWS) 0.000 -1.734 0.000 COL 2 0133 DL+.75(USL+CL+WL+GWS) 0.000 3.718 0.000 COL 3 0133 DL+.75(USL+CL+WL+GWS) 0.000 3.957 0.000 COL 1 0134 DL+.75(USR+CL+WR+GWS) 0.000 4.065 0.000 COL 2 0134 DL+.75(USR+CL+WR+GWS) 0.000 3.501 0.000 COL 3 0134 DL+.75(USR+CL+WR+GWS) 0.000 -1.626 0.000 COL 1 0137 DL+.75(SL+CL+WL+GWP) 0.000 1.332 0.000 COL 2 0137 DL+.75(SL+CL+WL+GWP) 0.000 5.605 0.000 COL 3 0137 DL+.75(SL+CL+WL+GWP) 0.000 2.149 0.000 COL 1 0138 DL+.75(SL+CL+WR+GWP) 0.000 2.258 0.000 COL 2 0138 DL+.75(SL+CL+WR+GWP) 0.000 5.388 0.000 _ COL 3 0138 DL+.75(SL+CL+WR+GWP) 0.000 1.440 0.000 COL 1 0139 'DL+.75(USL+CL+WL+GWP) 0.000 -1.734 0.000- COL 2 0139 DL+.75(USL+CL+WL+GWP) 0.000 3.718 0.000 COL 3 0139 DL+.75(USL+CL+WL+GWP) 0.000 3.957 0.000 COL 1 0140 DL+.75(USR+CL+WR+GWP) 0.000 4.065 0.000 COL 2 0140 DL+.75(USR+CL+WR+GWP) 0.000 3.501 0.000 COL 3 0140 DL+.75(USR+CL+WR+GWP) 0.000 -1.626 0.000 COL 1 0159 .6DL+WLI+GWS 0.000 -2.439 0.000 COL 2 0159 .6DL+WLI+GWS 0.000 -6.418 0.000 COL 3 0159 .6DL+WLI+GWS 0.000 -2.439 0.000 COL 1 0160 .6DL+WLI+GWP 0.000 -2.439 0.000 COL 2 0160 .6DL+WLI+GWP 0.000 -6.418 0.000 COL 3 0160 .6DL+WLI+GWP 0.000 -2.439 0.000 COL 1 0161 .6DL+WL+GWS 0.000 -2.151 0.000 COL 2 0161 .6DL+WL+GWS 0.000 -4.274 0.000 COL 3 0161 .6DL+WL+GWS 0.000 -1.061 - 0.000 COL 1 0162 .6DL+WR+GWS 0.000 -0.916 0.000 COL 2 0162 .6DL+WR+GWS - 0.000 -4.563 0.000 COL 3 0162 .6DL+WR+GWS 0.000 -2.006 0.000 COL 1 0163 .6DL+WL+GWP 0.000 -2.151 0.000 COL 2 0163 .6DL+WL+GWP 0.000 -4.274 0.000 COL 3 0163 .6DL+WL+GWP 0.000 -1.061 0.000 COL 1 0164 .6DL+WR+GWP 0.000 -0.916 0.000 COL 2 0164 .6DL+WR+GWP 0.000 -4.563 0.000 COL 3 0164 .6DL+WR+GWP 0.000 -2.006 0.000 -7o DATE: 7-APR-2003 JOB NO. 529463 PAGE 10 t LOAD COMBINATION HORIZONTAL VERTICAL MOMENT MEMBER NAME DESCRIPTION (KIPS) (KIPS) (KIP-FT) ------ ---- --------------------------------------------- ---------- ---------- ---------- COL 1 0165 .6DL+WL2+GWS 0.000 1.690 0.000 COL 2 0165 .6DL+WL2+GWS 0.000 -2.098 0.000 COL 3 0165 .6DL+WL2+GWS 0.000 -2.419 0.000 COL 1 0166 .6DL+WR2+GWS 0.000 -2.947 0.000 COL 2 0166 .6DL+WR2+GWS 0.000 -1.041 0.000 COL 3 0166 .6DL+WR2+GWS 0.000 1.162 0.000 COL 1 0167 .6DL+WL2+GWP 0.000 1.690 0.000 COL 2 0167 .6DL+WL2+GWP 0.000 -2.098 0.000 COL 3 0167 .6DL+WL2+GWP 0.000 -2.419 0.000 COL 1 0168 .6DL+WR2+GWP 0.000 -2.947 0.000 COL 2 0168 .6DL+WR2+GWP - 0.000 -1.041 0.000 COL 3 0168 .6DL+WR2+GWP 0.000 1.162 _ 0.000 COL 1 0801 DL+LAI+CL 0.000 2.640 0.000 COL 2 0801 DL+LAI+CL 0.000 4.449 0.000 COL 3 0801 DL+LAI+CL 0.000 0.437 0.000 COL 1 0802 DL+LA2+CL 0.000 0.437 0.000 COL 2 0802 DL+LA2+CL 0.000 4.449 0.000 COL 3 0802 DL+LA2+CL 0.000 2.640 0.000 -/ DATE: 7-APR-2003 JOB NO. 529463 PAGE 11 f # S U M M A R Y G I R T D E S I G N + GIRTS ARE FLUSH GIRT DEPTH: 8.00 IN (BAYS NUMBERED FROM FRONT SIDEWALL) BAY 1 SPACING: 20-0 ** NO GIRTS THIS BAY ** BAY 2 SPACING: 20-0 ** NO GIRTS THIS BAY ** 7� DATE: 7-APR-2003 JOB NO. 529463 PAGE 1 +___________________________________+____________________________________________+________________________-__________________t ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : FISHERS ISLAND GOLF CL ! BUILDER NAME MATTERN CONST. INC. ! ! P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: FISHERS ISLAND, NY ! BUILDER ADDRESS : BALTIC, CT. _____ __t raarrr+raaaar+ar+aar++raarrt+afa++tfa++a+taf a++++taaa++raa+++++++++aa++++t a R I G H T E N D W A L L B R A C I N G D E S I G N R E P O R T as++aaaaara+aaa arca+a aatraar+++taaaf arcarr++fa+artararrtf as+++carraa+ar+at GOVERNING LOAD CODE: 2000 International Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure eX I Occupancy Factor: I I e: B Wind: Basic Load: 21.95 PSF Speed: 120 MPH Importance Factor: 1.00 Exposur Edge Strip Width: 4-00-00 K1: NA K2: NA K3: NA Kzt: 1.00 Seismic: Sl: 0.13 Ss: 0.25 R: 4.00 Cd: 3.50 Ie: 1.00 Seismic Use Group: I Framing Weight: 6522.8 Lbs Site Class: D Seismic Design Category: C Analysis Procedure - Equivalent Lateral Force Procedure Longitudinal Structural System: Concentrically Braced Frames BRACING TYPE: No Bracing for this Elevation by Kirby Building Systems APPLIED SIDEWALL LOAD: 0.472 KIPS From Seismic 2.190 KIPS From Wind ` / 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. 28877 Z Date OCTOBER 30 , 2002 Permission is hereby granted to: ROBERT & SUZANNE PARSONS SUITE 106 PROVIDENCE RI , 02903 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTATCHED GARAGE, AND FRONT AND REAR PORCHES AS APPLIED FOR at premises located at MONTAUK AVE FISHERS ISLAND County Tax Map No. 473889 Section 010 Block 0008 Lot No. 015 pursuant to application dated OCTOBER 28, 2002 and approved by the Building Inspector to expire on APRIL 30 , 20 Fee $ 2 , 723 .40 t iz d Signature ORIGINAL Rev. 5/8/02 BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: o APPLICANT:�oBElLT TA2ac,w�c DATE.SUBMITTED: to /zs SCTM#DISTRICT: 1,000, SECTION: io , BLOCK: 8 ' LOT: i5 STREET ADDRESS: mouT ,uv__ w CITY: �st15?'-S isc.Nts�b SUBDIVISION: PROJECT DESCRIPTION: Mgr,, ESTIMATED PROJECT COST:jaaoL AR CT/ENGINEER: AUFzE2T FAST TRACK? SINGLE & SEPARATE CERTIFICATION-REQUIRED? I,` NOTES: -- LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after ZONING DISTRICT: R-90 CONFORMING? Ws REQ. LOT SIZE:69/00�) ACT. LOT SIZE: .//A REQ. LOT COV. o o ACT. LOT COV. REQ. FRONT 60 PROP. FRONT REQ SIDE ao/y.r ACT. SIDE REQ. REAR z5- PROP. REAR ,� REQ. HEIGHT PROP. HEIGHT WATER FRONT? M6 /DESCRIPTION: PANEL #: FLOOD ZONE: 1t eIv ""66 APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: �J"r NO, (BED#): DTE:to / 3 / Z PERMIT#:R10- TOWN SEPTIC RECEIPT: Y o16T) 41f NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or0 SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or NYS ENERGY: �S R NO EGRESS (18 H mm.? 4 sq total) VENT(SQ.FT.x 4%) LIGHT(SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- NOTES: "' 4 'FEE STRUCTURE: FOUNDATION: hh SF FIRST FLOOR: 14. 2 qci SF SECOND FLOOR: I t5 SF OTHER: 5_0 SF G Peva LZ INIT OTHER TOTAL TOTAL: SF FEE FEE 1. SF)-(_��SF)= SF X$ ,W =$)-510.4b +$ 150 +$ 2. ( SF)- _SF)= SFX$ =$ +$ +$ _$ 8/8/02 June-2002-Windowschedule.xls Albert,Righter&Tittmann Architects Parsons House,Fishers Island,NY Window Schedule I-Av 2 -'W" ` NOTO Width Height Width Height A iMarvinCBtimue Dbl.Hun Il 3'-2 3/8" 5'i 7/8' 3'-1 3/8' -5'4 3/8" See Detail 32281Clad icanlicd mots t0 albs. Munum 3WSH over 1 for 3"stud ktt Marvin A � 1 VFY 2'-7 5/8' 3'-0' 2'-71/8' B 3632 Clad 1 Double Uat Mmr m 3WJH Marvin Ultimate Dbl.Hun 4 V-10 3/8" 6'-47/9' 3'-9 3/r 6'-4 J/8' C 4034 Muntin:3W3H over 1 See Detail Marvin Ultimate Dbl.Hung8 4'-2 3/8" 5'-0 7/8' 4'-1 3/8' S'-0 3/8' D cuttom Munun:4W3H aver 1 Marvin Awning2 3'-1' 1'-115/8" J'-1" 1'-111/8' E 3624 Clad -- Muntin:3W2H Marvin Cuemamer 4 2'-1' 3'-115/8' 2'-0- 3'-111/8' F 2448 Clad Muntin:2W4H Marvin Ultimate Dbl.Hun 4 J'-6 3/8' 5'-0 7/8' J'-5 3/8' R5'-O3/G 3626 Clad Muntin:4W3H over 1 nin 8 3'-1" 2'-7 5/8" 3'-0" }S 3632 Clad Muntin:3W2H Marvin Caumaster 3 1'-9" 3'i 9/16' V.S. J'-4 1/16" 2010 Clad Muntin:1W2H Marvin Cssemsster 2 VFY 2'-115/8' 2'-0' 2'-111/8" K 2436 Clad Tri le Units Munro:2W3H Marvin Casemaster 2'-115/6' 2'-0' 2'-111/8" LClad 2436 Munun:2W3H Marvin Ultimate Dbl.Hun 1 J'-0 3/e' 4'-8 7/8" 2'-11 J/8' 4'-8 3/8' M 3024 Clad Muntin:3W3H over 1 Marvin Ultimate Dbl.Hun 1 3'-10 3/8' 4'-4 7/e" 3'-9 3/8' 4'-4 3/8' N 4022 Clad Muntin:4W2H over 1 Marvin Ultimate Dbl.Hung 2 1 V.2 3/e' 4'{7/8" 2'.13/8" 4'4 3/8" O 2022 Clad Muntin:2W2H over 1 Marvin Cssemaster 1 Vty3-115/8 2'-4' 3'-113/8' p 2848 Clad Tri le Units Muntin:2W2H Cssin s 5/4 x 3 1/2'Cedar,Typ. Glass Clmr,Low-E,Insulated Glavin Interior Finish F=tory primed w/one was of acrylic latex Sills "Heavy",2'Face,For ganged units#Is&N4s provide sill horn extensions Muntin Simulated Divided Lite,7/8"bar both side of eass S aur Bar 'Champagne f 0 N m 12 0 Z2,10CELNGOST120'-a g ro 0 BOT.OF JUST 'D 7rb �4.5 �a TOP OF PLATE r LVL W ANN ll'-2 yr a ° BY-0" TOP OF 2ND.RJL a CD_ 9 V7 WOOD l'JOIST B V7 WOOD Y JUST wb" LVL BEAM I � 2r B l m j I 1107'-2' TOP OF PLATE y 1+ B 1, j 100'-D" TOP OF ST.RJt BJB" �p```51ERED ARCH/l•••y ��` EV po.»°. FCJ pj STUDY 100M tof�tlo� •p�plYOF° e5'�,'p,,�� OFFICE CoPq �ctYS�'ls eopt y u/i/-d &i NysFZ AAW X11",v lyG,�OVlppc W,11drNi/V�Co�EK c��ul/y f/�r�tlTs 7>y/�°fir \ INDEX TO SHEETS 1.0 SITE PLAN P ��� C7/ 75 \ POLE #7 2.0 FOUNDATION PLAN O 2.1 FIRST FLOOR PLAN 2.2 SECOND FLOOR PLAN AS �G 2.3 ROOF PLAN RO B.R# O? EO F. ON CATION NN 3.1 BUILDING ELEVATIONS B v a a�R? — _... DN LEAD CONTENT BEFORE 18" \ �`' 3,2 BUILDING ELEVATIONS eY: C TIFICATEOFOCCUPANCI���P CHERR N 6, 7L NOTIFY BUILDING DEPARTMENT OLDER USED IN W4TER 'I� 4.1 BUILDING SECTIONS & FOUN ! IO TO 4 PM FOR TED SU � N \ N IPGuowING INSPECTIONS UPPLY SYSTEM CANNOT \ ,:, CLUMP 6 'l< FOUNORED - TWO REQUIRED CEED2110of1% LEAD. 4,,, W:, �� 4.2 WALL SECTIONS (FOUNDATION) c FOR GH - F AMINGCONCRETE Nw`N ) \ r: 81! ROUGH . FRAMING & PLUMBING 4.3 WALL SECTIONS (IST FLR. EAVES) 4 FINAL 110N � aE CO • CONSTRUCTION MUST 4.4 WALL SECTIONS (2ND, FLR. EAVES) L CONSTRUCTION C.O. hopper tubing is Used \ THEALL CONSTRUCTION SHALL MEET t Water distributing °jy 4,5 WALL SECTIONS STA E REQUIREMENTS OF THE N$ stem; i:ipirg shell be �'�� / STATE CONSTRUCTION i ENERGY. of types K or Lonlv 5,1 INTERIOR ELEVATIONS CODES. ypT RESPONSIBLE ORS �� I DESIGN TRUCTION ERRORS DERWRITERS CERTIFICATE REQUIRED ,y�0 0 DO NOT PROCEED WITH � \ 12" 5.2 INTERIOR ELEVATIONS / \\ ��_) CHERRY FRAMING UNTIL SURVEY I 6 5.3 INTERIOR ELEVATIONS OF FOUNDATION LOCATION PROVIDE ANTI-SCALD AND/OR HAS BEEN APPROVED. THERMAL SHOCK PREVENTING \ 6.0 INTERIOR DETAILS DEVICES AS TO PART. 902.6(K) / TEST I N.Y. STATE BUILDING CODE. \ 60.Si $PROPOSE HOLE UNDERWRITERS CERTIFICATE REQUIRED PLU'i E.1 FIRST FLOOR ELECTRICAL PLAN � _ \ ALL PLUM C, ti , ,,,. ..:E / E.2 SECOND FLOOR ELECTRICAL PLAN ✓k WATER !.',N: �. i•h_E U,,. f4 \\ i TESTING BEFUkI= PROPOSEDPOLE #72 I PROVIDE SMOKE-DETECTING / \\ /- ALARM DEVICES /x'. Paec ROPOS S.1 FIRST FLOOR FRAMING PLAN AS TO PART. 721.1 / / \\ I S.2 SECOND FLOOR FRAMING PLAN N.Y.S BUILDING CODE. pROlIIDE OPENINGS Ei;R \ W / PRO SED \\ S.3 ROOF FRAMING PLAN / I o EMERGENCY ESCAPE f�S REQUIRED BY PART. 714 CF 66.5 0 + / PORCH �\ I r to PROVIDE '/, NR. FIRE N.Y. STATE BUILDING CODE. / \ HEAVY BRUSH o G.l GARAGE PLANS RATED SEPARATION TO OC ISTFLK9UBFL $PROPOSED \ N G.2 GARAGE ELEVATIONS & SECTIONS PART. 717.3 (f) (1) OF �'"���L;Y OR $PnoPoseD j � \ N.Y. STATE BUILDING CODE. �S _ PROPOSED / \ OUT CERTIFICATE 2JL STONE WALL OF OCrUpANCY / POPCH PROPOSED DRIVEWAY \ / / +67.0 ' PATIO HEAVY BRUSH / ; $ RPROPOSED POLE LIMITS PORCH g / �RADING S / p ELEC. B X / AREA ' -60' \ EXIST'G. D IVEWAY So8 CL PBRUSH (< MAPLE BRUSH i Rs /O• + 42.7 0 Ir HYDRANT 65 O 19 o , o. 1 60' S 1 L cy4�5 1< f I� N872. 9 W857.97 •��AG\5`.....ARCkq���y� Drawn By. CDG SITE PLA ISSUE DATE Checked by. JDA SUZANNE & ROBERT B • .o= ALBERT, RIGHTER & TITTMANN AUG, 1, zoD2 • i, ` SCALE: 1"720"-0" PARSONS � f r ARCHITECTS INC. , 1 � O �.^'•'•No. IsB�;r a�: 58 WINTER STREET. BOSTON. MA 02108 .. �E . FISHERS ISLAND NY ., p;r;„Ipl�,��. TEL: 817-451-5740 FAX 617-451-2300 I v na_a_ I o i ^y° 4•_0.. 12•_0•• 4'-0"' T-0" 27'-31/2" 20'-3"• 1, 32"-0• 12-11/7" 15--II'" T, Q 9 1 ____ __ ---- STORAGE SEED 1 f I REFER TO SIFT, G 1 I � ` ' I I 1 , 4'CONC.SLAB GRAD 1 ON GRADE W 1 xWWF FB I' ELOW TOP � I � WELL 1 SURFACE 1 - 1 1 I I __ P a zo Q _ _ ______________ ________ ______ _, 1 8 - \ B/ V TOP OF BEAM �D,�S v , POCKET , , _____________________ _______ ____________ .___________. _ _ WELL ------------------------------------ __, O O O ___ _____________ _________________________________________________________________________ 7 CRAWL SPACE O b N CONC.SLAB N v I I O , �_�-1- _-------- _---_--- ________ x24 vN' __ _� -. fes.—_ �, STEPPED FTG. 98' S STEEL L ITYPI _______, ____ - _____, 0— i0- _ r___________ f -74AS AEOA_____ _ �- TOP OF BEAMO_T J—Br-- _ L_ _ ' � _ 31/7D M r , _i ,_______ 24' r r _ i � CONC F GITYPI � , ,______J r__-___' ,._________ _____J i -------------------------------------------------------------------- POCKET '--- --� I , , 0 , { x 20._0. 7.-0" h r i ' i 0 r , FIAL BASEMENT I , P f v U, , , , CONC.SLAB I , , r z IN -------------------------------------------- r , ------J SD'-O /T_______ ' TOP OF WALL ,_____ O --------------------------- , O , N ' I L - i N N N ____ _____, _._________, ,________-_ 10'CONC.-FILLED ,__________ N ___ _________ __________ ________ _ -- -- ____ 50NOTUBE PIERS DYP.I n ' CONC.FTGS RYP.I I.. 6._2.. 6._2.. 3•-q ' 6'-7' 8'-21/2" 8'-21/2.. 6._5.. eee��T 6•_5" 1.. / '] 3vgv5+ I II ©6 + _____' V-3" S-8 5-8"' 4 II - 4'-17" 5'-8" 5,-8., 8 6 14 O 38,-00. �I ) .a" ..•..� Dre By: CDG FOUNDATION PLAN ISSUE DATE ,,dGASAERED AACNpF�/•� Checked by: JDA AUG. I, 2002 SUZANNE & OBERT ALBERT, RIGHTER & TITTMANN i' SCALE: 1/4"=1._0. do P A R S O 2 � O o� ARCHITECTS INC. , - 9Tti ��q•'•.No. 1fie;:•'f�3� 55 WINTER STREET, BOSTON, MA 02108 FISHERS I}�I I R ISLAND , �q` T� TI�`TI V ` BF... 5\NAEp4`�, TEL, 617-451-5740 FAX 617-451-2309 .IL ISHE1 S IS JLJAND1 1V 1 •'4q.nuu,.,,,, O PROVIDE Bl. HR. Ff"7 FOR GARAGE. RATED SEPARATION TO SEE SHEET G.1 & G.2 PART, 717.3 (f) (1) OF N.Y. STATE BUILDING CODE. ' - 0) HOSE BIB PROVIDE BA HR. FIRE 4.1 e 1 24.1 m RaTFD SE AR(ffi)l(1)00 L CONI. ON. ❑ ❑APRON GE DSLA y 1 �1 FRONT PORCH 3 HOSE 81B 1 � � ° 5zo 3.2 4.1 i 2 4 3.1 4.1 IA ON. I ✓— POWDER MED. ----------- ) H09E BIB ROOOM CABT / O CLST, HOSE BIB I10 _ _____ _________________________________________ ____________________ BATH e 61 D UP I03� C ` 19 R - ' CLST. O w _ _____ __ �EOy�__ _,I 11 CLST, N 10S I5 ENTRY _i_____ 'I _ i____ DESK__ �_____, II_____j�� •___� �°--$;,-O°- �___� 1 MUD ROOM pg VIDE 0 lENI S IO2 ------------- r ________- N79 ABC COOKTOP 720 B J EPT RGEN Y ESCAPEIA� OE REFRIG. CE MAKER DW SINK A 61 C 3 IRED Y PART. 4 BAR i PANTRY i KITCHEN i D � i HOSE BIB REQ LtILDING CODE. �r_ B 117 B ne B ------ ------- _ A al C MICRO- �- 3.1 STATE O A 6.1 C SINK A ei C 0 HALL D 19 D 20. ID ° / 104 STEREO - II-1 ----- ------ ------------ REFgIG -- WAVE, o flEFRlO RECYCLE GUEST BEDROOM 9O � 12 "" O A et C CLST. vi of IIIIIII rri m rri y CLST. TA L R WALL 101 B D m m tl. m m m 101 CA T. L DW �______' W/D A al C bb _ WALL -� ____________ _________________ �. ______r_____ - OVENS •� BUILT-IN BUREAU DESK ___ __________ ________ m O CAB'T, I i i i i LIVING ROOM � ii� ii ii FAMLY ROOM O 5 n2 a R9 B HOSE BIB A el C A e1 C — HOSE BIB ° p OFFICE TV III ❑ 10G B CABT, '(H i ISL O 'i i I Ii 6 A 61 C BILCO HEART , FLU H Iii 40 "Y DOOR O W/ FI FLR SCREENED PORCH i , I i Y21 � 11 rri 2 I I ❑ i ❑ I I I ii I 'i 2A O TV SEAT i PORCH i O IU HEADER EDGE OF ROOF 3A HEADER ABOVE ABOVE O �\v ABOVE - -- - HOSE BIB____ _ ------------------ -- ---------------------------- -- _ __ _ ----- P CH � / 5 �i V1 V V V I ' NNW � I ------------- 7 3.1 Drawn By. CDG FIRST FLOOR PLAN ISSUE DATE ••+o'��gRRCD BRCHgFCjh•,, Checked by JDA �i, ALBERT, RIGHTER & TITTMANN AUG• 1, 2002 SUZANNE & ROBERT Fq: w e ARCHITECTS INC. , SCALE: 111,/4"=1'-0" tiOVT /� � S NS � 5 S A 1 � a� FISHERS •••`F9f•••�THE S1M1 21 50 WINTER STREET, BOSTON, MA 02108 JL ISHERS ISLAND, NY .4q lj.Or� {f��+.`++ TEL: 817-451-5740 FAX 617-451-2309 11, � N a 2 3 41 4.1 a ------------ � I I 4.1 2 4 41 31 r ____ _, r __ ---------------------------------------------- ---------------- _____________ ___________________-___-____ GUTTER OPEN TO i BELOW ____ __________ ------------ -- ------------------------------ ON, ` r ----------------- __ LAUNDRY r _________ �- 2Y2 S'CL r B &ID d W _ 0 FLOOR AST r DRAIN ❑� ATHROOM ------- r 203 o BKS. BKS. _______________ r o L CLSTB 5 D 204 3 213 CLST. SH VES 14 r _QST__ __ 24 33 O HALL O CLO T BOB'S CLOSET - SI151E'S CLOSET r 202 -- -__ SHELVES 25 206 S'CLG.w O 217 218 _(eL 21B c r SHE VES AdIC AaIC AaIC 22 D D O D HALL ( 32 205 8'CLG, SHELVES SHELVES r ___ 21 L ❑ ❑ � 28 1_______r 35 z 23 CLST. HALL 3 O 207 0 r__________________--------------------- --------------------- 215 HATCH FDR 4 -N L 'iy AiTTcS = SHELVES Pftu VIDE 0 ENINGS FOR — �GUTTER ❑ EMERGEN Y ESCAPE AS c 'St 2e 36 SHELVES 37 f FpUIRED B PART. 714 OF WALL ABOVE Y . TE PI,'LDuEIG CO^i EhU GIENCY ESCAPE AS / RF�IJ REONBY p APE GS FO o cTn QO ME OPENINGS FOR GSA 26 SHELVES OVER w1NDows REQUI ED BY PART 714 OF T. 714 p MASTER BEDROOM N.i. , .TE BI,ILDI 220 B 6'CLG SWELLS OUT 2 B PROVIDE OP N.Y. ST TIE BUILDING CODE. 1" NG CO Ad C 1 MIDDLE BEDROOM MI BATHRO °c� AS BATHROO D END BEDROOM CURT. ° _ _ __ _ r--` __ _—____210 - 9CLG_ ____ _ __I _ __ __ _�9 _ 2R _ 95COG_ _ _ 19 9'CLG ___ __ ______ _ ___ __ ____ __ _- ------ -- _ _ 'L_J 201 9"CLG- - -- -- -- -- -- --- 209-- -- - 7�'Ti/S - -- - - co __ _ Dan __ j --------- --------; V SHELVES BKS, BKS. 7'-10' CLG. IN DORMER. 4 ITYP.1 3.1 •,�P�G\S�fRCB;R ...... ..� Drawn By. CDG SECOND' FLOOR PLAN ISSUE DATE B'•pOeO•A(BFL. ,'; ALBERT, RIGHTER & TITTMANN Checked by JDA AUG. 1, zooz SUZANNE & ROBERT ;> SCALE: 1�/4"=1"-0" ��q IP t��� U l o ARCHITECTS INC. , Ty 1 r FISHERS TTT� C �TV ,o Fy'•.Na .fiB.^•'•r2"� 5B WINTER STREET, BOSTON, MA 02108 J�' jsj1E RS IS ]LANA 1V 1 .••spl'OF IHE SIP1f�t�•`� TEL 617-451-5740 PAX 017-451-2309 1 P C I a I E G ------------- O COPPER FINIAL I I N\P -------------- Y I � SHED DORMER SHED DORMER COPPER COPPER RIDGE COPPER RIDGE CRICKET BREAK IN GAMBREL SHED DORMER COPPER RIDGE CHIMNEY CLOSED VALLEY (TYPJ. COPPER FLASHING BELOW r _ — ' BREAK IN GAMBREL d SHED DORMER 71O --LACED HIP, (NO HIP CAP SHINGLES) ---- -FACE OF DORMER WALL BELOW •o•5`EgEB ARTNI,•q Drawn By CDG ROOF PLAN ISSUE DATE ��0I A,"1� ;; ALBERT, RIGHTER & TITTMANN Checked ny: 1on AUG. 1. 2002 SUZANNE & ROBERT « :,e� _ SCALE: A�S �T , ARCHITECTS INC. , l � ti of �j R '• '`9f '•��. 168�„�f`t�3�� 23 50 WINTER STREET, FAX 6. MA 02100 FISHERS ISLAND, NY •'•,ryOF IHE SIPPE�•'•, TEL, 817-451-5740 FAX 817-451-2308 F P O a S m c ❑❑ ❑❑ ❑❑ D01 ❑❑ ❑❑ ❑❑ ❑❑ U O O O T r .1 00 0 0 r — O O TOP OF SECOND FLOOR SUBFLR, ® ----- -------------------------------------------------- F7=1 # ❑ � ❑ ❑� Lo O LA O O O ::01 O 7(]D - ^ OnO O r r r r 3228 _ ___ _ __ I___ _ _______ _ ___ ___ __ __ ____ ____1 r I I I I I I I L , I I I I I S L I I I I 1 SOUTHWEST ELEVATION 1 -- - --- - -- r�__ __ _ _ __________ __ 12 14� IIR'-10' TOP OF PLATE - I I T r TOP-OF'SEE6N�9 F96R-SUAI'-0" TOP OF 2ND.FLR SIDE T SH GARAGE ___ ___ 11 NOT SHOWN _ __ __ _ _ __ ____ _ _ _ SUBFLA. REFER TO SHEETS 'L+� SECTION THROUG G3 8 G2 FOR GARAGEHED T /I HIPPED DORMER INFORMATION `t BOT. OF LC : — JOIST v n F F A A NORTHWEST ELEVATION O O OF GUEST BEDROOM NORTHWEST ELEVATION TOP OF 1ST FLR, SlJBFLR. 3 - 2 Fk90R=SUBF--- /4"=r o" -- ---- -- ---- -- -- - - --- - -- -- _- -- _ -_-- ----F{gg U I/4 -I- I 91/2"WOOD TJOIST HOSE BIB-/ HOSE BIB 9'ABCH7 • nrewn By. CDG ELEVATIONS ISSUE DATE ,.• �,5 ,•., Checked By: SDA AUG.]. 2002 SUZANNE & ROBERT a <a • ALBERT, RIGHTER & TITTMANN SCALE: 1/4"=1`0 R. 1�T � ' 1 ARCHITECTS INC. , l � I g T �y��I A TT''� o '�9 ••,�vo Ifi f�3.` 56 WINTER STREET, BOSTON, MA 02106 FISHERS 1 d JLJ Y b JL IJ LL-91 V L N X ". .Or IHE S\plE�f•�,, TEL 617-451-5740 FAX 617-451-2309 11 l�._JJ E S lel 1 1�) lu-FLU n ILI ° LL LjL-JILJL-j ma ° ° HH 0 0 0 O TOP OF SECOND Or — OF FLOOR ELI _ — _____________________________ KI i REFER TO SHEETS .I_ P O N m M L F NFORMAI ONES F 4022 2022 - r 2438 ____ _ __ _ __ _ ____ ___ _ ____L-B9R-Sk)@___ _ ___ __ __ __ _____ ______ ____ ------_-__ _ __ 1 I I I I I I I I 1 I I I I I I I I I I __ __ ____ __ ____I_}__ ____ - - - -- -- - - -- -- --- - --- _ _ ____ � 1 NORTHEAST ELEVATION --- -- -- - - ----1-- ------ -- ---- --I 1 --- -- ---- -- --- - -- - - ---- - - - - - --- ---- -- - - ----- - ---- - - ---- - 12 B D ,Fq ryt ROT,OF CHANGE OF PLANE 12 17VIII'-8" BOT.OF JOIST 2 v J CEILNG JOI5T 4ti�Q e` S ry{ 108'-I 3/4' TOP OF PLATE v n i O ❑� FI� IOO'-0' TOP OF IST FLR SLBFLR, B I/2'WOOO T JOIST © © a FW GRADE O r TOP OF SECOND 3626 FLOOR SUBFLR. SECTION THROUGH GUEST BEDROOM ❑ SIDE OF GARAGE 3 /4" O" NOT SHOWN TOP OF FIRST REFER TO SHEETS AOi OOR SUBFLR, G.1 8 G2 FOR GARAGE d SHED -- ---- INFORMATION - E HOSE BI SOUTHEAST ELEVATION Llul -- -- - -- - -- -- - - — -- HOSE BIB i I ........ �, 0." By CDG ELEVATIONS ISSUE DATE ,.�•�,S.�ND gcNa, Checked by. JDA AUG. I, 2002 SUZANNE & ROBERT t ALBERT, RIGHTER & TITTMANN P°0 " SCALE: 1%4""=1"-0" ME), �TS 3 ' ARCHITECTS INC. , L V rjor ,B� '1'e,�sa�.=,..•��"0 58 WINTER617-4STREET, BOSTON, MA 02108 FISHERS C pC T /� TDI NT • �'.,n'7.o. ••• Edi••,• TEL, 817-451-5740 FAX: 817-451-2308 ', 1L lIJ 1 JL JIJ�IJ Il IJ 1LJ LSl V L , 1 V ERIE 9�� • I i 12 0 20D �¢ LVL BEAM LVL BEAM Q�4 m 1 ti 1 i P tP PpF 12 PPS 2 x B CEILING J T 122-10' BOT.OF JOIST 12 9 120'-O' BOT.OF JOIST 2 w 10 CEILING JOIST 120'-0' BOT.OF.MIST 120'-0" BOT OF JOIST i 2 x 10 CEILING JOIST 8 2 12 lie 10- TOP OF PLATE i FTEH ^VQ' 11T-2 I/2" TOP OF PLATE / \ i 2x 10 HA �' 1 V P 3-13/4 v31/2' ti M1� O LVL HEADER qDTOP O 12 121'rII17 2 2"17IV 21/7 13-7111'-0" TOP OF 2ND.FLR IIIOF 2ND.FLR III'-0' TOP CV'2ND FIR SURFER B I/2'WOOD T"JDIST 91/7 WOOD T JOIST SUBFLR. SUBFLR 9 I/7 WOW T JOIST LVL BEAM i I NJ 12 LVL BEAM 108'-1' BOT.OF JOIST 7x 6 v 108'-I' BOT.0 JOIST % i b�FTF4 106-5' TOP OF PLATE i C) (o 0 IF 0 0 F-1 100'-0' TOP OF IST.FLP. 100-0" SUOR BFOB IST.FEB, 100'-0' TOPSHIFOF IST FLA, 100'-0' TSUOBPFOAF IST,FLA SUBFLR 91/2'WOOD T'JOIST 91/2'WOOD T JOIST 98-4 1/2'ON FIN GRADE llLVL BEAM LVL BEAM LVL BEAM SECTION @ STUDY 1 & END BEDROOM 1/4-4-0" SECTION @ LIVING ROOM, & 2 STAIRS, & MIDDLE BEDROOM , LVL BEAM LVL BEAM 12 �1D ' EP 1EP 12 1212 +P � 9 R+P 4.5 ti 6 zx 42 ,Fs ,Ay31 2 x 10 CEILING JOIST 120''-0' d BOT,OF JOIST 2 x 10 CENNG JOIST i 119'-0" d BOT.OF JOIST 2 IIB'-7' TOP OF PLATE x 2}'F0ggF 6 TOP OF PLATE S4 TFgti� I y4 11T-2 I/2" TOP OF PLATE i j xxx C) I',1. 3-13/9 x 31/7 ; �� x,`1• x LVL HEADER " 1 12 j 12 i.`oR%/I b 12" 1O._9.. 13._7.. 1 I ❑D II' 2 7 2" 4'-6" 4'-O 1/T 4�IISi 2" 12 4 , III'-0" TOP OF 2N0.FLA. ry'" TOP OF 2ND FLR, 12 ; ., 8x III'-0' TOP OF 2ND,FLA SUBFLR, 91/2'WOOD T JOIST SUBFLR a'ol 2�E0 91/2'WOOD"f JOIST OJBFLA B I/7 WOW T JOIST T LVL BEAM LVL BEAM �- 2 x 8 JOIST I08'-I- N BOT.OF JOIST .. x LVL BEAM BEYOND 2 r e C GOS D VL BEAM LVL BEAM � C) 1 0 0 i o O RE 100'-0" P OF In FLA, 100'-C' TOP OF BT,FLR SUE-� BFLR 100'-0" TOP OF ISL FLR SUBTOFLR 91/7 WOOD T JOIST B 1/2'WOOD T JOIST B I/2"W00 l"JOIST B I/2'WOW T'JOISTv IF SUBFLR 9B'-4 1/7 FTI GRADE 91 1/2" FIN GRADE LVL BEAM LVL BEAM LVL BEAM I O P SECTION @ KITCHEN SECTION @ FRONT PORCH 4 & MASTER BEDROOM & LAUNDRY er-D' TOP of SLAB sr-D- TOP OF SLAB /4"=1-0" Drown By, CDG BUILDING ECTIONS ISSUE DATE P0GAgICFCD ARCO,'%, yrrrr Checked by; JDA J AUG. 1, 2002 SUZANNE & ROBERT �.oeo q'ra ALBERT, RIGHTER & TITTMANN !; s SCALE: 1/4"=I"-0" T� �T I 4 N l 1 or ARCHITECTS INC. , �[ ARISOS jay r�`�9,,."'•:�'a i6s;,0.•'�t'�; 56 WINTER STREET, BOSTON, MA 02108 FISHERS - rrr'r.ryOF lIIE 5TN1E�,.•�•• TEL 617-451-5740 FAX 617-451-2309 I C1 E C ISLAND, N Y uuuu."� m a a fl 0 Gam. TRIPLE TARTER COURSE CEDAR I x I TRIM w O O U v 2 x 6 STUD WALL TRIPLE S ARTER 5 1/2 2.6 STUD. COURSE 1s' O.C. 8 MIL POLY VAPOR BARBER ELEVATION OF V2" GYP. BD. 2 x SHAPED WALL CEDAR I x I TRIM "ZIGZAG"CUT SHINGLE BAND I BROSCO CAP, B858 R-30 FIBERGLASS BATT INSUL. w N8 WOOD o BASEBD. 1/2' CD% PLYWD. w SHEATHING U WOOD FLOORING 415 FELT BLDG. PAPER a BLDG, PAPER RED CEDAR RIFLE STAR ER SHINGLE, 5' T.W. L OURSE 3/4' 'DX TdG PLYWD. 2 SHEATHING p .. CURVED FDN. WALL 100'-0" 2 TOP OF SUBFL_OOR I p CEDAR 1 . 2 TRIM B BIN LSS IJO2" ODD —IIII—III 2' O'C' , IIII — 9e'-4 yr 2. ST TOP OF FIN GRADE 6 MIL POLY 4 24 PBES, TRTD. 2 VAPOR BARRIER PLATE I/2' GYP, BD. TERMITE NI e" FIBERGLASS SHIELD SLOPE FRADE AWAY FROM BUILDING BATT INSUL `n' BASE B (� — D DET @ AIL TOWER ASE 2- 45 BAR, BROSCO CAP, TOP 8 BOT, I B0SS 1/2" ANCHOR BOLT 48' IIII— O.C. I Ixe WOOD , 10' POURED CONIC [-I' 4 IIII—IIII WOOD . SHUTHINGLYWO. FDN. WALL WOOD FLOORING I 5/4x CEDAR —IIII— I CASING BLDG. PAPEfl 415 BLDG. PAPER I I I I 3/4' CD% TdG I 4jf PLYWD. flED CEDAfl 1 p, 2Q SHEATHING SHINGLE, 5'T.W. I 4 x 4 PRIES TRTD. POST I I dk—I-C.C. FLASHING I I CEDAR BASE 9 MPSON PSS 44A MOLDING 100'-0" 5/4 x 4 POST BASE FOR TOP OF SUBFLOOR 2 4 x 4 POST TO I I Q __ _ IW7—_ MAHOGANY I4" 14 6 x 6 POST CONNECTION I I DECKING BLWD-NAILE W/SLOTSE BASE 6' ERG S9 '5 BAR, VERT, B TY S . FOR VENTING JR, 48' O.C. ®® 5/4 x 4 MAHOGANY I/2" OOD 2 2 DECKING, 4' REINF. I J01 2 — BLIND-NAILED CONC. SLAB 2 x 10 FRES. _ l2 r 10 FRES.OLY flAVEL PRIESTRTD. DBL JOIBT-- ° 1 x8 • CEDAR TRIM V PORFBARRIEfl LEDGER DBL. 2 x 10 F'PES. TRTD. CEDAR TRIM TRTD, JOIST2x8 PBES. TRIO. 2 BEAM.FLASH POPS OF BEAM DBL 2 x 10 FRES.TRTD.BEAM, FLASH TOPS Of BEAMBLOCKING PLATE 12'LAG 8 x 6 PEES. TRTD. POST, AS CKINBOLT 8 x B PBES. PILE I POST, ®®AIROUND ABRIC TERMITE BEAM TO FRPFIE INTO 2" BLUESTONE BEAM TO FRAME INTO I^x, SIDE OF P09T AVING, PITCH SIDE OF P09T Ix8 GRAVEL SHIELD 1/q•pyrpy CEDAR TRIM ROM STEPSQ I I SIMPSON PBS 88 SIMPSON LUS 210-2 TOP d BOT. SIMPSON PBS (:8 OST BASE HANGER FOR BEAM I POST BASE TO 6 x 6 POST �' I/2" ANCHOR BOLT,98' O.C. GRAVELD Q p _E, _ B(REINF. CONC.UM BELOW DEC INGpp0' DIAM. p, d— �- SLAB ON GRAVELCONC FILLED 0' DIAM.GRAVEL BED p o o SONOTUBE PIER 8 - ONC. FILLED — � 0 1 - p ONOTUBE PIER p 'S IJAMENKY PVC PERFORATED 2 x 10 PEES. 7,RTD. LEDGER, O SLINKY' PIPE, HOLES DOWN, 4" DIAM. PVC 'd SPACED OUT FROM WALL CONT, AROUND PERIMETER OF SLAB, FTG.DRAIN. OF HOUSE FOR VENTILATION, I p STUB NT 4' PVC RISER HOLES DOWN, BOLT TO FOM, WALL O TO VENT THROUGH CHIMNEY 2'-O" DRAIN TO DAYLIGHT p 8 TO RIM JOIST A TYP, FOUNDATION DETAIL FOUNDATION DETAIL @ DECK C FOUNDATION DETAIL @ PORCH .,, ISSUE DATE ••••5,6REB ARCH, Drawn By, coc WALL SECTIONS ��l�rpy ///�,��\ �T 4 ///�/) P•,tGS 7FCl•'•. Checked b4 JBT JL 1 �l� S O 1 7 S HOUSE 1 1 <aF, ao ALBERT, RIGHTER 8e TITTMANN AUG. I, zaoz SCALE: 111/2'=P-0" f ARCHITECTS INC. , FISHERS ISLAND, NY y '°9s '•Syo, 168%'ft3�t 58 WINTER STREET, BOSTON, MA 02108 •'•4 or if Si11E�V•`•, TEL: 617-451-5740 FAX: 617-451-2300 12 2 x 10 � 9 RAFTER i BLOCKING AS RE FLASHING CEDAR CROWN, 12 FLASHING FORESTETE R F4589 CEDAR SHINGLE 6 ROOFING, 5" TW, 1x3 HORIZ. STRAPPING a 1x3 VERT. STRAPPING 2 x 10 \ RAFTER 2 n15 BLDG. FELT 17 5/8" PLYWD. SHEATHING �—6'-5" r--HOLD SHEATHING '� TOP OF PLATE R-30 FIBERGLASSBACK 3" FROM �+ BATT INSUL. EDGE OF RAFTER TAIL TO ALLOW 12 FOR VENTING a 9 TRIPLE STARTER COURSE 1/2" GYP. BD. 2x BLKG. ON 1 x 3 FURRING AS REO'D, 1/4" CEDAR SPACER, 16' O.C, -8'-1-3/4" m 5" OGEE-SHAPED TOP OF PLATE COPPER GUTTER lx CEDAR 1/2" GYP. BD. FASCIA 6 MIL. POLY- BROSCO 8753 VAPOR BARRIER 2' CONT, MTL, 9-19 FIBERGLASS SOFFIT VENT IN 2 POWDER ROOM EAVE BATT INsu`' 1x SOFFIT 2 x 6 STUD, BROSCO 8753 17 1 1/2' 1'-0' (REFER TO FRAMING PLAN) 16" O.C. 2 x 10 CEDAR SHINGLE Ix CEDAR RAFTER ROOFING, 5" T.W. FRIEZE BD. Ix3 HORIZ, STRAPPING CEDAR SHINGLE Ix3 VERT. STRAPPING 5" T.W. X15 BLDG. FELT GUEST BEDROOM EAVE 1/2" CDX PLYWD. 5/8" PLYWD. SHEATHING 11/2'=1'-0' (REFER TO FRAMING PLAN) SHEATHING \ 12 CEDAR SHINGLE LIVING RM. \ � 6 12 ROOFING, 5" T.W. ALIGN W/ BEAM BEYOND 2x BLKG. Ix3 HORIZ. STRAPPING MUDROOM WALL - , AS REO'D. 4 121x3 VERT. STRAPPING HOLD SHEATHING HOLD SHEATHING HOLD SHEATHING BACK 3" FROM 2 x 10 BACK 3" FROM X15 BLDG. FELT BACK 3" FROM 9 EDGE OF RAFTER RAFTER EDGE OF RAFTER 5/8" PLYWD, EDGE OF RAFTER 4-4 3/4" TAIL T(O ALLOW TAIL TO ALLOW SHEATHING TAIL TO ALLOW FOR VENTING FOR VENTING 2 x 10 FOR VENTING TRIPLE TRIPLE RAFTER—/ TRIPLE STARTER COURSE ' STARTER COURSE STARTER COURSE LVL BEAM 1/4" CEDAR 1/4' CEDAR _ _ _ _ 1/4" CEDAR SPACER, 16" O.C. 8"-3 I/4" x 8 CLG, �`� 1/2"51/2' 11 1/2" SPACER„ 16" O.C. SPACER, 16" O.C. 2 2 x 6 CLG, 5" OGEE-SHAPED JOIST 2 4" 5' OGEE-SHAPED JOIST 5" OGEE-SHAPED `r TOP OF BEAM - 8'-1" —�-a yQ COPPER GUTTER COPPER GUTTER - - COPPER GUTTER BOT. OF JOIST F— lx CEDAR LVL BEAM Ix CEDAR 80I. OF JOIST Ix CEDAR FASCIAFASCIA BEADED BD, FASCIA BEADED BD, BLKG. AS FEOD. CEILING CEILING BROSCO 8753BROSCO 8753 BROSCO 8753 2 CONT, MTL. 7-5 _ IIS 2" CONT. MTL —2" CONT MTL. SOFFIT VENT IN "' TOP OF COLUMN - SOFFIT VENT IN i x 2 I/2" SOFFIT VENT IN Ix SOFFIT SCREEN PANEL Ix SOFFIT ALIGN Ix SOFFIT ALIGN TOP RAIL 8 STILES BROSCO 8753 BROSCO 8753 —BROSCO 8753 NOTCH STILES TO FIT AROUND I FRIEZE—Ix CEDAR TO ALGNW/ FACE OF COL. COL MOLDINGS v 8 IS FLUSH W/ FRIEZE BD. � OF MUDROOM EAVE PORCH PORCH 7" COLUMN COLUMN REMOVABLE I I/8' x 3 I/2" SCREENED PANELS, SCREEN PANEL BRASS SCREWS FASTEN CROSS RAIL 3 x 4 CEDAR 8 GROMMETS RAILING W/ BEVELED TOP EDGE 1 1/6" x 7" SCREEN PANEL -PORCH o BOT. RAIL COLUMN W/ BRASS BUTTONS ! ON BOT, EDGE FOR VENTILATION -`3 x 4 CEDAR BOT, RAIL W/ C LIVING ROOM EAVE I ENTRY PORCH EAVE SCREENED PORCH BEVELED TOP EDGE 11/2'=1'-0' (REFER TO FRAMING PLAN) 1.1 1 1/2'-1'-0" (REFER TO FRAMING PLAN) I/2'=1'-0' Ii �®® -DECKING p•G\S�EPEO ARCO,,"% Drawn By CDG BUILDING SECTIONS ISSUE DATE �.`44 ...•A•.� � �', Checked by. JDA AUG. I, zooz ALBERT, RIGHTER & TITTMANN SCALE: V/4""=P-0"' P A� S N S � ' s i o e ARCHITECTS INC. , <f;�e 6 , : � _ FISHERS ISLAND t68�1,F`�W�.• 50 WINTER STREET, 809TON, MA 02108 �'•.ry�F tNE S1A\E�.••� TEL. 617-451-5740 FAX. 617-451-2309 2x8 RAFTER 12 m 12 a 0 'a 20 '6 20 o ry1 CEDAR SHINGLE iy h h � ROOFING, 5" T.W. Ix3 HORIZ, STRAPPING QQ' 12 1x3 VERT. STRAPPING R-30 FIBERGLASS 1115 BLDG. FELT BATT INSUL 14 5/8" PLYWD. SHEATHING a 2x6 RAFTER TAIL 12 + + R-19 BAT FIBERGLASS 1._b.. HOLD SHEATHING -� HOLD SHEATHI HOLD SHEATHING BATT INSUL. HOLD SHEATHING 4,5 BACK 3' FROM + BACK 3" FROM BACK 3" FROM BACK 3" FROM I/2" GYP. BD. EDGE OF RAFTER r-e EDGE OF RAF-fER EDGE OF RAFTER EDGE OF RAFTER 1/ I x 3 FURRING �. TAIL TO ALLOW TAIL TO ALLOW TAIL TO ALLO TAIL TO ALLOW FOR VENTING FOR VENTING FOR VENTING FOR VENTING TRIPLE TRIPLE + TRIPLE -- ---j TRIPLE STARTER COURSE STARTER COURSE STARTER STARTER COURSE COURSE 7 T -10 _ _ 2x BLKG. '�—OP OF PLATE AS REO'D. M + + 7'-4 1/2" v + * * CEDAR COVE \ CEDAR COVE CEDAR CO E CEDAR COVE MOLDING, MOLDING, MOLDING, MOLDING, FORESTER F4415 FORESTER F4415 FORESTER F4415 FORESTER F4415 Ix CEDAR 6'-10" R.O. HGT. Ix CEDAR 6'-10" R.O. HGT, Ix CEDAR Ix CEDAR 6'-10" R.O. HGT. FASCIA 1� _ _ FASCIA 2" CONT. MTL. 2" CONT, MTL. 2"- - CONT. MTL. FASCIA FASCIA V - SOFFIT VENT SOFFIT VENT SOFFIT VENT 2' CONT, MTL. Ix SOFFIT Ix SOFFIT Ix SOFFIT SOFFIT VENT CEDAR BED CEDAR BED CEDAR BED �Ix SOFFIT MOLDING, MOLDING, MOLDING, CEDAR BED FORESTER F4103 FORESTER F4103 FORESTER F4103 MOLDING, 4x CEDAR FORESTER F4103 BRACKET moi— CEDAR SHINGLE 5" T.W. 2 C HIPPED DORMER - FRONT C HIPPED DORMER - SIDE 5/4 x CEDAR 1 1/2'=i-0" (REFER TO FRAMING PLAN; 11/2'=I=0' (REFER TO FRAMING PLAN) SUBSILL 5/4 x CEDAR SUBSILL CEDAR SILL BAND, FULL 3" THK. CEDAR SILL BAND, FULL 3" THK. BLKG. AS REO'D. RADIUS CUT, SEE PLAN I x CEDAR TRIM BLKG, AS REDID. L.C.C. COPPER FLASHING, TURN UP UNDER SILL & CUSTOM CEDAR LAP SHINGLES 4" . BED MOLDING, 1/2" GYP. BD RADIUS CUT 6 MIL. POLY- 4 x CEDAR VAPOR BARRIER BRACKET R-19 FIBERGLASS BATT INSUL. 2 x 6 STUD, 16" O,C, CEDAR SHINGLE 5" T.W. 1/2" CDX PLYWD. SHEATHING BLKG. AS REOD. C STAIR TOWER EAVE LAUNDRY ROOM EAVE I 1/2'=I'-0' (REFER TO FRAMING PLANT I I/2'=1'-0" (REFER TO FRAMING PLAN) I •d�xslcacoaecNixF�•,, om. By CDG BUILDING �ECTIONS ISSUE DATE o-'TOQo•q ems, ` Checked by. JDA AUG. 1, 2002 ALBERT, RIGHTER & TITTMANN /� �T ro ARCHITECTS INC. , SCALE: 1/4-= P ASS U 1� d , f t -f ,gym sii •• `�,•• 50 WINTER STREET, BOSTON, MA 02108 FISHERS ISLAND � ro •• •• Sc° d TEL. 017-451-5740 ('AX' 817-451-2309 ❑IE S1P 0 0 'a 9 m c 2 - 2x ' P.T. 80. PINE BEAM 2 x 8 JOIST,P.T. SO. PINE IB'QC, SLAB ON I n GRADE I I N ------ _ 2 r 10 PT LEDGER__ ---------------------------------------------------------------------------- ------------------------------------------------ --------------- ________________ __________________ _______________, -------------------------------------------- I , 91/2'BCI 450x --------- - i ', OD I I , e IS, O.C. i 9 1/2'BCI 450e 9 1/2'BCI 4.'a n t9'O.C. Ie"O.C. E 91/2' 1/2' BCI 450. n 18'O.C. 91/2" BCI 450. P IB'O.C. fT 3-�I 3/4' x 7 V4'LVL BEAM - - _ - ___ - _ __ _ - - - - - - - 3 - 1 3i4"x 7 V9"LVL BEAM , ___ ------ - --- -- ____ I 91/2 BCI 450. ________________ _________________'______� 9 IIf2' BCI 450e IB'O.C. n Ig ac' 13/4' x 9 I/2' LVL - 9 I/2"BCI 450. _ _______________________ _______________ __ ' I J �� 2 x 10 P.T. LEO(�B ------------------------------ i , > P 12'O.C. , J N P I I y I I • I ' I , -i 2 - 2xID _______ _ _d_ f , i �--------' I i 2�13/4"x 7 I/4"LVL BEAM P.T. SO. PINE BEAM 2 x 10 P.T.LEOGEB 9 1/2'BCI 450a ____ ------------------ ______________ _ __________________________ ______________i 2 x 10 JOIST,P. .SO. PINE � 2 IB'O.C. ' x 10 P.T. LEDGER 2x 10 JOIST, P. SO, PINE 0Ig O.C. 2 x 10 P.T. LEDGER i_ 2- 2 .10 2 2 . 10 P.T. SO.PINE BEAM P.T. 90.PINE B M --_—__ 2 x 10 JOIST, P.T 50.PINE � I9' OC. I 2 - 2x10 ' P.T.SO.PINS BE i I 11 Drawn By: CDG FIRST FLOOR FRAMING PLAN ISSUE DATE d���51ERE0 r1RCggF 4 ,.• �� �,••.,, Checked bp. JDA AUG. 1, aooz SUZANNE & ROBERT ". OQO.AfB•., = ALBERT, RIGHTER & TITTMANN F9 4 ARCHITECTS INC. , SCALE: l /4"=1'-0" coq P /� � S nu QTS a 1 rctr' f �e T'S 1� 1 � I ,+ �•"q t•{1'p.:gglf� : 5B WINTER MEET, BOSTON, MA 02108 ISLAND, gyp` �IE\TI �TI V �` TEL 817-451-5740 PAX 817-451-2309 FISHERS ISLA1VD 1V 1 +yry 0n THE 0 U 3 a G a ❑ ❑ ❑ ❑ �3- 2 , B PDST ON. 3- 2x8 3- 2x8 3- 2x0 3- 2x8 2 x 10 RAFTER IS'O.C. F— 3-2x8 ' - 13/ " x7 V4-LVL m 3- 2. 6 - 1 3/4' x 11 7/8'L 3- 1 3/4' x II 7/B' L 3- 1 3/4'x II 7/8'LVL POST DN.- 3- 2 6 N. 3- 2x8 3- 2 . 8 POST ON. POST ON. K 8 I/2"BCI 450. � 8 I/2"BCI 450, 16"O.C. 0 10"O.C. 0 8 1/2'BCI 450e � 18"O.C. x0 POST ON. x8 4x4 R4 4X8 POST ON. POST ON. POST ON. POST ON. 4- 2x6 2- 2re 2- 2x8 2- 2x8 2- 2x8 2- 2x8 POST ON.TO FON. 2- 13/4" x IB"LVL LE 1 2- 2x8 ❑ 9 1/2'BCI 450. CUSTOM 3- 2 R 0 HDR e IB'OC. JOIST HANGER 3- 2 R 8 E POST UP LJ Q 4 x 0 4x8 POS x8 4 r 4 PLUS POST UP POST UP F m POST ON. TO FON. ON?TO QST 3- 1 4'x 7 1/4'LVL m�ti pti ati SILL BEAM O O 4 . 8 o 9 1/2"SO 450, mm mm mm POST UP mm O 12" D.C. BEARING Ne H Ne > Ne Ne J WALL BELOW J J J J �U 6 6 0 0 N Q U _m m m m m m v m Ne POST DN.TO FDN. N 00 N •� n 3- 2 x 8 HDR v mm m N N m Ne 3- 2 x 8 3- 2 x 4 POST SIMPSON JOIST 3- 2. 6 POST ON. ON. TO SILL HANGER MODEL POST UP 2- 13/4'x 7 1/4'LVL HU48 3- 2. 0 ❑ Di�==L POST ON. TO FDN. - SIM SON HANGER MODEL WPU 3.58/ 725(TYPI 2- 2x8 2- 2x8 3- 2x8 3- 2x8 POST UP POST UP POST UP POST UP 3- 2x8 3- 2x8 3- 2x8 3- 2v8 POST UP 3- 2 x 8 x 7 I/4'LVL 2- 13/4' n 71/4" VL 2- 1 3/4' x 7 1/4'LVL 'a- 2 . 8 POST UP 3- 2x8 32x8 3-2 . B 3- 2x8 3- 2x13 �3- 2n8 3-2x8 - POST UP POST UP x8 4x4 x4 4x8 POST ON. POST ON. POST ON POST DN. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D, .. B3,. CDG SECOND (FLOOR FRAMING PLAN ISSUE DATE ,x•5,15 . ....ARTA,,Io;4 AUG. I, 2002 SUZANNE & ROBERT �(, FC/ 'y Checked by. JDA e.!jD " , *'1 ALBERT, RIGHTER & TITTMANN ° . #11 t SCALE: 1 4"=I'-0" �C9 PARSONS s 12 AN ARCHITECTS INC. , /l �i^ys'.yhe, 16 7��� a 58 WINTER STREET, BOSTON, MA 02108 � FISHERS j C C ISLAND , V •••"•,•x4'pF of p` TEL 817-451-5740 PAX 817-451-2309 ll ISHERS ISLAND N 1 m a a e1 0 a m REFER TO SHEET G.1 FOR GARAGE d SHED FRAMING PLANS 2 - 1 3/4 v 8 1/2'LVL 2 x 8 RAFTER n 18"O.C.— 3- 2x6 b , a . a N OVERFRAME AREA 2 x 10 RAFTER m ! IT O.C. - 2x8-- 1 _ . ,.__ ------ 3- 2 _____3- 2x aHOR 3 - 2x BH � I I 2x 0 RAF TER 0 Iff OC. o 2- 2x8 fO POST DN. 2x10 RAFTER N 2 RAFTER 2 x 10 RAFTER n IT O.C. N 8"O.C. n IT D.C. N I _ m 3- 2x8HDR. 3- 2x8HEIR 2 x B RAFTER ----- '----- -- -- n I8'O.C. OVERFRAME 2 x 8 RAF AREA nIB"0 3- 2s1 HDR. 2 . 10 2 . 10 -RIDGE-B . L m 2 x 6 TIE - - 13/4' r 7 1/4' V 2 x 10 RAFTER ! IB' O.C. F-2 x 6 TIE n IB'O.C. L--3 n l0. O.C. N 2 x 8 RAFTER RAFTER n IT O.C. ! IB' 8 RAFTER O.C. ! m x 0 IB'O.C. 2 x 8 RAFTER x 8 q TER POS x 8 N n IB'O.C. IB'O POST ON. 1 2 x B flAFTER m ! 18"O.C. N n 16'O.C. a i 3- 2x8HDR N 3 2 m 0 16 10 RAFTER POST DR ! IB'O.C. —3- 2 x B POST 3- 2 x B POST ON. 97 N DOWN TO SILL ITYP,1 1 2- 13/4' x 7 1/4'19 LVL m 4 x 6 POST DN I� 4 x 6 POST ON. 4 x 6 P ST DN. 4 x 4 SOLID POST -1 3/4"'x 18' 2-1 3/4'x IB"LVL 2- 13/9"x 16" - I /4" r IB"LVL DOWN TO HEADER SIMPSON LCE4 CAP OVERx 8 4 x 4 POST OVER WINDOW DOWN TO HEADER, y'1 2 x 8! IB"O.C. SINPSON AC4 PORT RASE SIMPSON LCE4 CAP -I OVERFRAME ® 51 2 x 8 n IB'O.C. J J SIMPSON AC4 POST BASE 2 r 8 RA TER DORMER -1 > n 18'O. ROOF RYP.I 2 r 8 n IB'O.C. 1 2 x 8! IWO.C. -I 2 x 8 RAFTER OVERFRAME 2 y TER 8 RAFTER m DORMER AME DORM OVERFRAME 4 n IT .C. DORMER \ n N3'O. . IB" O.C. DORMER x DORMER % ® ROOF RYPJ F. fl00F ITYP,I 1- = \RoDF (Typ)SIMPSON HU 98 R3- 2 X 8OVER WINDOW 3- 2 x 6 POST ON. 2 - 13 x 7 I/4'LVL2- 13/9' x 'LVL N m 2-1 3/4' r 'LVL m 2 - 13/4"x "LVL 2- 1 3/9' x 1POST DN. j SIMPSON HIU 8UB R-2 U 8-7 HANGER IT YP. HANGER RYP. HANGER ITYP.I TYP. J 2 x B RAFTS 2 x 8 RAFTER TERIB'OCn 16'O.C.3- 2 . 6POST 3- 2X6 3- 2% g 3-2X6 POST DN. xhOST DN. y2 x 8 RAFTER 2 x POST DNn IB'O.C. 2 x 10 RAFTER2x8HAFT2- 2xBj -- - 2x 8RAFT 2-2FpR2x 8RAFT POSTxDN.6"3- 1 3/4 x 7 V9'LVL 3- 1 3/4 x 7 1/9'LVL 2 - 1 3/9 x 7 ILVL 3- 13/4 x 7 I/4'L 2 x ID RAFTER � m m _ I N 3- 13/4 x 7 1/4'LVL 3- 13/4 x 7 V4'LVL 3 - 13/4 x 7 1/4"LVL I `••xxfREUTAgCN/' Drewn By. CDG ROOF FRAMING PLAN ISSUE DATE °Xs ALBERT, RIGHTER & TITTMANN Chevked bp. JDA AUG. 1, 2002 SUZANNE & ROBERT Qjr09 O.A[pF +�. SCALE: 1/I4"=1"-O" ARCHITECTS INC. , coq F A� S O 1 � S 1 y • 12x�'i .68. f�iS 58 WINTER STREET, BOSTON, MA 02108 FISHERS TEL- 617-451-5740 FAX. 617-451-2308 ISLAND , N Y OF iNE 4Ptf.' O I FOR GARAGE. SEE SHEET G.1 d G.2 a 0 i I I e O LIGHTS a � DRIVEWAY TO LIGHTS e GARAGE 11 El FRONT PORCH TO LIGHTS N DRIVEWAY TO 2N BASE POWDER 3 '3 3 01 ROOM 1 IG BATH PHONE HR. _ ___ �r -_ _____ ----------- --{ 'II o G C __________ ___ _____ � ENTRY O O MW ROOM _ I Ir I' ll PANTRY Ell E KITCHEN BAR r r I I I I__ _____ _ _ _ ��- _______ _ _ _ _ __ _ ___ I , GUEST'BEDROOM --- J ____________________ _ I _____________________ __ 3 J ----- ---- ice— ____ _____ __I i ___ __ ----- __ _ _______ �_ ______ WEATHER INSTRUMENTS / Y LOCATED HERE. �8 PHONE —� \ FPROVIDE ROM ROOF WIRING LI 11' VING ROOM FAMILY ROOM ' � I M I OFFICE li li , KEYS TO SYMBOLS E II I ; I rl I A r CEILING-MOUNTED LIGHT (HANGING oP SURFACE MTD.( I I SCREENED ORCH II II r I �} CEIL I � I � � I I h �I I —0 WALL-MOUNTED LIGHT UNDER-CABINET LIGHT II COMBO HEAT/FAN/LIGHT II I I FLAG POLE li I I SII ; II I I --e PICTURE LAMP OUTLET SWITCH, I, II NOTE: LIGHT ALSO DUPLEX OUTLET CONTROLLED NP > HALF-HOT DUPLEX OUTLET BY TIMER LOCATED IN a BASEMENT r I I I l I QUAD OUTLET NP WATER-PROOF OUTLETPORCH ® FLOOR OUTLET GROUND FAULT INTERRUPTOR � - I I„ I I II II II I II -p TELEVISION OUTLET ------------- I ----------------------------- --- - ---- ---- ------- ---- --- ' - - LL---- -------------------- ---- - - - ---- - -------------------- ---------- - I ------------------------- ------------ LIGHT SWITCH ; r- ----- I 3 3-WAY SWITCH PORCH I TD RHEOSTAT ELECTRICAL NOTES .yam 3-WAY RHEOSTAT L ALL CEILING LIGHTS,BOTH RECESSED AND SII SURFACE MOUNTED, TO BE ON RHEOSTATS. 4 4-WAY SWITCH -- ------------- --- -------- ------------ ` ------- --------- --- - - ----------- ----------------------------- 141HONE PHONE O SMOKE DETECTOR I ....... CDG By. CDG FIRST FL'�OR ELECTRICAL PLAN ISSUE DATE CD ARC `e.•�G�glf�••••••HgFC���y Checked by. JDA AUG. i, 2002 SUZANNE & ROBERT q4 B4• i 5 ALBERT, RIGHTER & TITTMANN SCALE: L/4'=] -0" PA S do l �' ' '• _ : ARCHITECTS INC. , 9Tti l � �� or '. `,y•'••ho :gg1f.•• ,: 58 WINTER STREET, BOSTON, MA 02108 •,f,AY~•• fit .• FISHERS ISLAM) , NYTEU 619-451_6740 FAX 619-451-2309 •••om•••u Nl � P O 'a E I c i 6F E ---- --------------- ; • I LAUNDRY I ._ ______________________________.________________________ .. �.�� ' i AST BATHROOM v ___ FR FIC ] BOB'S CLOSET SUSIE'S CLOSET __ __ _ _ __ _ ___ _ _ ______ ? - --------------------- -- --- P ONE y PI ONE I / I MASTER BEDROOM I� I i END BEDROOM MIDDLE 8 DR60N4 APL Y � o \ _ __ __ ___ _ ______I_ __ __ _�. MIDDLE BATHROOM MASTER eATI-A200 < - ------- ----- - V I — ' 1 i GFlC f „�EREU ARC9q •�. Drawn By CDG SECOND FLOOR ELECTRICAL PLAN ISSUE DATE •.•``��5 fC� ••y Checked by: JDA AUG. I, 2002 SUZANNE & ROBERT ALBERT, RIGHTER & TITTMANN , SCALE: 1/4"=1"-0" ARCHITECTS INC Ty P ARSONS E , 2 or l� y,,i^qq/•r'Y•.;12 18�;4•••f�z.` 5B WINTER STREET, BOSTON. MA 02108 FISHERS C 2 L , V OF!HE TEL 617-451-5740 FAX 617-451-2308 u APV" N O O N m W 24'-O" 2'-O" 1'-II" 9"-2" I'-10" 9"-.,•• I'-11" 2-0" 6" 11 m R.O. P.O. a 0 N (9 5 G2 O 4' ONC, O APRON O q/. Q p p4� pQG 0 1 M1 M1+ 0 �l �tBl u O O ----- ___ --------------____ 1211374-7071/2' LVL 1211 3/4'X91/2' LVL N N 2X6 RAFTER L_____ n b e 16'O.C. G2 i3 SLAB ABOVEGARAGE GOING, SLAB O 9'CQNC.SLAB I I I I I I ON GRADE W '3 h� 29 x 29 WWF ' r BELOW TOP _-____11 SURFACE --------- ' � a 0 p BEAM ABOVE n I I I I � ' I I I N 3 VT DIAM1/2'DIAM I ' I - STEEL COL. STEEL COL I ' I O 'E-24"x 24"x 14' , I +moo CONC.FTG.fiVP.l rySti 02 2X10 RAFTER a 16' O.C. I I 2X4 STUD WALL 'ii WALL BELOW 0 I I I , I GUTTER 'ii 'i GUTTER _ HOSE BIB jI l l V w 0 E010._6" 10•_6•• 146" � l21 I. ZXIPOST I _ ut 4"CONI, STORAGE APRON f w w QN 0 GONG SLA Iw U < '0 SLAB ABOVE O x b x 4"LONG J zN1F05 ON GRADE W/ 29 x 29 WWF HOSE BIB ;c TON. ¢ \ 299 29 TOP SURFACE x N 2X6 COLLAP TIE w P 16' CO. < LRJN I I I I e ' I I ROOF OF --------------------------------------------------------------------- GARAGE GARAGE GARAGE 1 FOUNDATION PLAN FIRST FLOOR PLAN ROOF FRAMING PLAN Drawn Bp CDG ISSUE DATE ,,•`EREB ABCN,I ,,, GARAGE PLANS SUZANNE & ROBERT • ��S FC/ '., Checked by. JDA I ''' p�4o0o•A�BFp, ;'-, ALBERT, RIGHTER & TITTMANN AUG. 1, 2002 �o �T 1 � - SCALE: 1/4"=1"-0" �y 1" A� S 0 1 �' S ARCHITECTS INC. , FISHERS ISLAND, NY ,�T't,Ne .6614 �`•'�p Gi 58 WINTER STREET, BOSTON, MA 02108 �•. Aar 1HE Slh�p4••�'' TEL 617-451-5740 PAX 617-451-2300 I N O O m \ m N A COPPER p RIDGE N W Q o= Q Z O m pq a g ❑❑❑ q ❑❑ ffiII NORTH ELEVATION WEST ELEVATION 1 GARAGE & SHEDGARAGE & SHED 12 �i :: ❑❑ — — — — $TOP Off PLATE LIE Ea6 .� TOP OF WALL-'I'----- L 88'-8" — .— — — TOP P SLABO ----- ---- ---- -------- -----_ ______________________ ____ ---------- ---- ____ ________ _ _...... lr4 SOUTH ELEVATION WEST ELEVATION 3 GARAGE — SECTION THROUGH SHED TOP Of GARAGE & SHED TOP OIF SLAB ?k) 12 12 lo o�FTF9� e � 9 —� �! IETOPTOF PLATE , TTT I 2X8 TIE _ _ _ _ 08'-3 /2" 1 TOP OF PLATE V M m 2 2 � b N N N es•-a'_ GONE. SLAB I TOP OF WALL ON GPADE _ — _ _ _ _ — _ ��._8TOP OF WALL TOP 01F SLAB A — _ 91L4"'_ e4-q" BOTTOM OF FOOTING -�l BOTTOM OF FOOTING SECTION SECTIO1� THROUGH DETAIL 5 GARAGE (� WINDOVW BAY SHED EAVE 1/4'=l'_0' C.J d`\SAEREB AgCH/)��`y Die By: AHV ISSUE DATE W� GARAGE EVATIONS & SECTIONS oe°--A-4,% Checkr JDA SUZANNE & ROBERT ed b I, G;P9 ALBERT, RIGHTER & TITTMANN AUG. 1, 2002 do ATS �T G ' • ; 1� fot ARCHITECTS INC. , 169 � o ,, 6B WINTER STREET, BOSTON, MA 02108 FISHERS ISLAND 1V Y Or 71, 11ElE p• , TEL: 617-451-5740 FAX 617-451-2309 1 II WEST i�-- Wrf MONTA6HARBOR b K Au- KNOCKOUT INLET AND p W OUTLET OPENINGS RIBS INSIDE 9b u U Do CJ DO �y .'"I U V7 "Tl N q z w q LOCKING CASTING Rp,� TO GRADE PROPOSED GRADE N BIiT _ 4" DIA. LEVELING DEVICES CAST CONCRETE COVERSKNOCKOUTSIN. 4 �y2' MIN. ABOVE I LEi mOUTLET INVERT ' 2" MIN. COVER LOCKING CASTINGi0 CIUDE TO GRADE OF DROPIS USED FINISHED GRADE O n m,n C"N �2.6/ 6{ BGSH 6 r 6 WIRE MESH BAFFLE REQUIRED ONION 1�I U G ONI N c 5(1 IF INLET PITCH EXCEEDS 1/2- PER FOO INLET OUTLET y VEIN-'f ]"vExlJ EXPECTED HIGH GROUND WATER LICUID LELEL 11"IS�� I11"� �� v� 6l LEACHING POOL TYPICAL NDISTO SCALE TRIBUTION ®OX ..1 •I ASPw T SEAL OT U 4" SCHEDULE CROSS SECTION w INLET a E av aAs y 2 �'!-j•''h:'I'Sd'""' e k�a q NOT TO SCALE �f tPUK PIV N 4" 3' q MON rp+ CROSS SECTIO y 1500 GALLO 2 COMPAKMENr LOCATION MAP SCALE 1 "=400' NOT ICTASCALE� I TEST HOLE DATA AY: R. STROUSE, P.E. 8/17/01 t N/F NIF 0"-10" TOPSOIL V I KERNAN ROBERT W. PARSONS & / 10"-30" SANDY SUBSOIL SINGLE FAMILY RESIDENCE SUZANNE W. PARSONS / 30"-17' SAND W/ COBBLES MUNICIPAL WATER I (VACANT LAND) / ON-SITE SEPTIC SYSTEM M.S.I M.S. (FND.) (FND.) S 44'14'30" W 414.95' S 44'14'30" W 136.41' I:AP REFERENCES ''.) SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT W. PARSONS & Z \ SUZANNE W. PARSONS; MONTAUK AVE & THE GLOAMING; FISHERS ISLAND, Q NEW YORK; C.M.E./C.P.K. DESIGN GROUP, NORWICH, CONNECTICUT; DATE: N UJ MAY 16, 2001; SCALE: 1"=100' Q z W 1�--�60' \ \ \ \ HEAVY BRUSH _��`--_� `\\\� \ u 140TE —1 W ) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Z V) INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED W Y PROVIDE 1500 GALLON "E AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE Z O W SEPTIC TANK POLE / O O #723 OF THE ENGAGEMENT. Z } N=979.91 L r I cLUMI�\ \ \\ \� �� �\ li I Y ::.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, O U, W a W=969,90 L MAPLE \ LOAM PILE ' I ,J- _ -- UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO Z Lr, z Z PT #69 ALTER AN ITEM IN ANY WAY. g p W Q O . ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S � O z S ADDITIONAL LIMITS! SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT IW_— I g W CLUrAI OF CLEARING7 / OF THE LAND SURVEYOR. V) W N m Or V) w PROVIDE 3. 9'4 XI o7 0 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND a Z Of L0 4 \ GEODETIC SURVEY TRIANGULATION STATION "PROS" O w8 -6' LEACHING ObLS LLT Nz a: WI. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP HERR z � Q... 1000, SECTION 010, BLOCK 8, LOT 15. � 4 v O I D o \ \ \ } t �,pl��, I N \ Bo9 O 6.) LOT AREA = 3.11f ACRES. T- Y ^\ s \ Ti�aP05b I ¢ 0 I 1 G \\ \ ,�� �' I t _ I 11 1 I /--Vv \ \ V ��� TitESIbEKICE, O v� 7.) SITE IS LOCATED IN R-80 ZONE, z [L 1 i I BRusH� As\ s6\ \\ FtE'tL 42 I I i I TEST G2— v 8.) SITE IS TO SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE rri60 vs A S P -}`� �8 f �' I l HDA Q" DISPOSAL SYSTEM. W �V A Nei p3f'r r I -" .il,.%C i I �P POLE m q.A_n ���I 9.) BASE FOR LEVELS: NGVD 1929.(APPROXIMATE) rri I / 1 I2— FURIRE / II 1 IXPANSION / SIGN � I I � \\ V � ll�L, s�SI .�!(�"I � Ii / P V, a 9a I I � o r N=903.74 \ \ I I _ 3IIF4:iq�, :-.,.. 3 Z FL a kI„ W=890.63 �V I I .Fa. ' „ / 01 E END #1 / � � � � A� I � I � I I I .� _ � , -n�s� i %�:. r � � o 0 In HEAVY BRUSH , ' ¢ Of \ \ \ \ \ PROPOSED ETM E \ �---6D IIS \ POLE \ #725 S o B RVI\ I o I IO. I BRUSH �TyF i 6s Ob / Q15 G BENCHMARK G- Ci \ PROPOSED BURIED NAIL IN ROAD \\ (Q I o UTILITIES LEGEND N ry ELEVATION 52.12 y qM a 0 b o N/F NOW OR FORMERLY O SF SQUARE FEET w z w �\ \ \UPOLE x42.7 EXISTING SPOT ELEVATION a m o o v o J \\ \ soXO k / x67.0 PROPOSED SPOT ELEVATION -- 60 -- EXISTING CONTOUR DATE; 06/15/2002 \wwgTF PROPOSED CONTOUR SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL RMA'ro -�— BUILDING SETBACK LINE GROUP RfVJEYIED DAT AND CONSTRUCTION OF SUBSURFACE SEWAGE \ / —v— WATER SERVICE PROJECT MANAGER ob DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE --U— UTILITY SERVICE SURVEY g AND WILL ABIDE BY THE CONDITIONS SET FORTH 30 15 D 30 SHEET ENVIRONMENTAL THEREIN AND ON THE PERMIT TO CONSTRUCT. 63.5 INVERT ELEVATION 1 OF 1 CML % \ GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL APPLICANT li PILE 34587 WEST ' °PF �4i MONTgOK HARBOR ,"3^`I ccGO C �T AVt'NOf yQy.�.I It- rI KNOCKOUT INLET AND yGY" O 0 OUTLET OPENINGS fG�S L 2 U GO 008 bb UI RIBS INSIDE ,� b C� /ILI� + PIL 4 I •5❑y'q LOCKING CASTING N N U 24" TO GRADE PROPOSED GRADE PT ! In ENDCAP TYPE ,� �.• \ G 4" DIA. I LEVELING DEWCES CAST CONCRETE COVERS c NG KNOCKOUTS PI AN � o o v o 0 o v MIN. 4• � � 0 0 0 2" MIN. ABOVEINLET LOVER LOCKING CASTING m 0 L `n o 0 o v o WTLE INVERT 2" MIN. TO GRADE TO GRADERP O 4" -^; 0 IS USED T FINISHED GRACE O c G f1 p'-¢ PIA 2 I 4xCHIMNEY 12.6/12.6 . WI E MESH 5S1yF,f. -Io�' IMI x s W BAFFLE REQUI CE ' 20 6' `E J Z IIIr1 rc t I{{ y p- 6 x 6 6/6 WIRE MESH ,9GZ ,y, g �" ' ^ IF INLET PITCH E CEE05 - „�,; 1/2" PER FOOT tD, ` INLET ]• ANTS OUTLET n E c EXPECTED HIGH GROUND WATER LlryJlp LEVEL �Y11 1 0 TYPICAL OISTRIBUTION'� BOX SCALE TO ` .ISPWLT 6FAL Leo xiM O "111„,} ! N i 1M1a' m LEACHING POOL NOT v^ i 4• scNEDGLE A+ '/°' A" n 4iP� IIID dl)1,1�h1, �6 �a q CROSS SECTION " INur exvrin sv wv i �� ti��l;,.�)L1°'' I 0 5 (74 NOT TO SCALE omECTa+ ,- y� 9` MDNj PUK pVE Ei 4' — I, CROSS SF T� T� f�f'F .0+ 500 GALLON 21 COMPARTMENT SEPTIC TANK LOCATION MAP SCALE 1 "=400' NOT TO SCALE / TEST HOLE DATA r }" �•� 1 BY: R. STROUSE, P.E. 8/17/01 - NIF NIF 0,-10, TOPSOIL I KERNAN ROBERT W. PARSONS & 10'-30' SANDY SUBSOIL SINGLE FAMILY RESIDENCE I SUZANNE W. PARSONS / 30"-17' SAND W/ COBBLES MUNICIPAL WATER I (VACANT LAND) / ON—SITE SEPTIC SYSTEM M.S. M.S. t (FND.) S 44.14'30" W 136.41' MAP REFERENCES (FND.) S 44.14'30" W 414.95' N 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT W. PARSONS & Z SUZANNE W. PARSONS; MONTAUK AVE & THE GLOAMING; FISHERS ISLAND, Q NEW YORK; C.M.E./C.P.K. DESIGN GROUP, NORWICH, CONNECTICUT; DATE: (n LU MAY 16, 2001; SCALE: 1"=100' W W bi �50r \ m N \ �HFAw ecus` ' -- ----// �` \ �_ V —\ Iz Q 1.).) THIS THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Z N INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED Ld UJ Y W 70 �� _ \ \ PROVIDE 1500 GALLON ti AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE Z SEPTIC TANK POLE / OF THE ENGAGEMENT. Z d723 \ \ \ , IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, CO N=969.90 r r CUUMP\ \\ \ 1 r �- - - _ESS ACTING -UNDER T•HE DIRECTION OF A LICENSED LAND SURVEYOR, TO z L� L L 0 W=969.90 MAPLE �� LOAM PILE r PT 69 \ \ \ \ \ / � --T 1 LLTER AN ITEM IN ANY WAY. g 0 VI U --_ a z \ V A� v v Ate_}� LU Qo z p ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S W Q � J \ \\\V �� VA +' r`w!1uf� A \ \ ADDITIONAL LIMITS If SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT CO An m cwM OF CLEARING OF THE LAND SURVEYOR. (� U.1 - SHAD PROVIDE 3, 8'dlx o,�' N 2J COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Q w LIC- p' a I \ \ e \ _ „�; / �� 8'"-8� LEACHING POOLS J GEODETIC SURVEY TRIANGULATION STATION "PROS" LIJ = s sR\ _ \ +�•� 'i N �ry � 7 (n 0 £ �\ c-� \� ss \ �\ m riP sP 1F$ T)144n(A ar ,1 ,. `.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP Q w L` W Wli HERR 000, SECTION 010, BLOCK 8, LOT 16. Q Q 6. LOT AREA = 3.11f ACRES, y O \ \ So \ \ \ 3Y1JF +tJ.PROI0b�°'ED \ \ \ 1�- }'Y3ESIGENCE f+"2 ",� i p / '.) SITE IS LOCATED IN R-80 ZONE, Z CL D I V �`F8 VAA•••,,,��� \ VSA A ,�"g6�I, IL ,MI / O 60 I >B rr ='"""if�i�;` `Fl ' I HOLE i' 62 / fI)P ASE SYSTEEVELS.ENGVD MUNICIPAL OXIMA AND ON SITE SEWAGE 4 A J fi,) SITE IS TO SERV W \ \ BIB M. vPOLE ��� m . AP rE 7 / O 9. B 9 0 Ilk 1: I I I ti FUTURE / I I ` I iso Bi FUTURE�� I � I / EXPANSION yION I �\ \ w /� �. Ir \ � j q m I G x•IE] I •\ 1, � � Z I\ H I N=903.74 W=890.53 �VI.Ndd y1„ II A ¢ > \ 1 ', { 0 u z END #1 o x HEAVY BRUSH > \ Ix PRO�OSED\ AIER NO \—s0 r '' rr > c \ \ POLE S o 0 0 \ \ \ JI \ SE CCE 4�,• \ BRUSH T y� \ a d G BENCHMARK ti /' \ PROPOSED BURIED h m NAIL IN ROAD \C'�O �, r o UTILRIES SEGEND / o ti w o ELEVATION 52.12 \ '9M ' \" ao 6 ED N/F NOW OR FORMERLY N m N SF SQUARE FEET 2 w z z z s 0 4 ' \U / x42.7 EXISTING SPOT ELEVATION o w s o POLE a m o 0 v v CL \\ eox0 k x67.0 PROPOSED SPOT ELEVATION ✓\wfy�sT \ - - 60 -- EXISTING CONTOUR DATE: 06/15/2002 PROPOSED CONTOUR SCALE: 1 " = 30' --Q— BUILDING SETBACK LINE QUALITY CONTROL CERTIFICATION I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL �TfR Mq'N / GROUP R ED AT AND CONSTRUCTION OF SUBSURFACE SEWAGE --v— WATER SERVICE RRGJECT MANAGER o5, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE —U— UTILITY SERVICE SURVEY /L AND WILL ABIDE BY THE CONDITIONS SET FORTH SHEET 3D 15 a ENVIRONMENTAL THEREIN AND ON THE PERMIT TO CONSTRUCT. X63.5 INVERT ELEVATION iiiiiiiiiiii CML 1 OF 1 GRAPHIC SCALE IN FEET STRUCTURAL ARCHRECTURAL APPLICANT FILE 34587 WEST °PR � MONT HARBOR tG s Zg ��Q 4Uk AD- O c r KNOCKOUT INLET AND y p III OUTLET OPENINGS ar' G U U 00 RIBS7INSIDEp boDO 4 Azw { LOCKING CASTING I N aDIA-L--� TO CRAOE PROPOSED GRADE !! L r�V g M a r4 DIA. ENDTYPE LEVELNG DEVICES CAST CONCRETE COVERS e v 00KNOCKOUTS a D�� DO2' MIN. ABOVE INLET COVER LOCKING CASTING I m 0 OUTLET INVERT 2' MIN. O GRADE TO GRADE F USEED T FINISH GRADEz —� o _ q 4HxM 4E 12.6/12.6 WI E MESH 0�0 x a W j. # i� fi 6 6/fi G D.. MESH TG '.L, m5 „ �^ BAFFLE REQUIRED! fi• _ a ^ IF INLET PITCH FXCETDS mi^' \G w X ' 1 1/2' PER FOOT , j D 1J 7 3 P INLET a•vEw�r n'wfl+r� OUTLET T 1 Ifi+S;'1„m ■� i c EXPECTED HIGH GROUND WATER LIQmQ uv[L y� i .� Na 10 TYPICAL DISTRIBITTION BOX a corvnnucos Hm o.r°a'E`�' LEACHING POOL NOT TO SCALE eRRH.ur suL e^ „,,,, „Ir''llilil, '^ i a' scHEQULE A+ , r rxu� a e W CROSS SECTION mler RAFnE .I ^m rw^ry b nn q NOT TO SCALE Y ' 6 r- MDNSAUK ME — N _ GGG 4 ROS TION 3 9c Iz5> /N L.1 F4 500 GALLON 21COMPARTMENT o_4 N CATION MAP SCALE 1 "=400'SEPTI � NOTTOO NOT SCALE �= o ti / TEST HOLE DATA BY: R. STROUSE, P.E. 8/17/01 NIF NIF 0"-10" TOPSOIL ROBERT W. PARSONS & 10"-30„ SANDY SUBSOIL SINGLE FAMILYARESIDENCE I SUZANNE W. PARSONS / 30"-17' SAND W/ COBBLES MUNICIPAL WATER !, (VACANT LAND) / ON-SITE SEPTIC SYSTEM M.S M.S. (FND) S 44'14'30" W 136.41' MAP REFERENCES (END.) S 44'14'30" W 414,95' Ln 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT W. PARSONS & Z \ SUZANNE W. PARSONS; MONTAUK AVE & THE GLOAMING; FISHERS ISLAND, 0 NEW MAY 16,R 2001M SCALE: K. D10SIOGN GROUP, NORWICH, CONNECTICUT; DATE: Q Z W I — Z 1 \� 50, 1 \ \ \ °, \ HEAVY BRUSH) _ �— —�` \_ �.�— V 1 N / NOTE.� Q Q 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Z INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED LLI Y W 70 ��--_— 1 \ \ PROVIDE 1500 GALLON X AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE Z O O SEPTIC TANK POLE OF THE ENGAGEMENT. Z 68 __70 \ 1R J ,#723 / _ Q 71 IT I^, A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, N=979.91 r T r I cLUMI` �� \ \ , I _ f.J W=969.90 MAPLE \ \ —�` \ T LOAM PILE I �- UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO Z , 0 Z Z 0 \ \ — — � — ` ---- -- i—�— ',I ALTER AN ITEM IN ANY WAY. g 0 U7 I 0 l A O_ w v a `` \ \�--�/ Of 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS w Rl OJ 0 z \\ \� � ��\\ , Fes. PROMS \ f \ > ADDITIONALLIMffS 'SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT I. d CD W s , ltii J`�I 5 ry e0.'(RAG yah GV � V eLUMOF CLEARING I OF THE LAND SURVEYOR. cn w m SHAD ,� Z w ul 'k / PROVIDE 3, '8'0' K o\' ryo 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 0 w W-15" LEACHING FOOLS ry• iy GEODETIC SURVEY TRIANGULATION STATION "PROS" of of � (_ill 0 f m�\ /^ ---'� \ ss \ \ VI��.^ 'ti; , � I,r' .. "�' 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP < Z tl W 0 1000, SECTION 010, BLOCK 8, LOT 15. � Q 0 fi,) LOT AREA = 3.11E ACRES. 3 0 Tt�ESIDENCE lj / O / 7.) SITE IS LOCATED IN R-BO ZONE. Z BRUSH \ \ q„ i; i tii. '1 I A 1 IL TEST 62 J / 8.) SITE IS TO SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE W I 60, \ r\ cs \ ,r 1 F'1y�R' ,t 1686'IAEr HOLE kA 2a Q- DISPOSAL SYSTEM. r ( A a LI ; I m Z \ V �x \ V `� � %', '<., ,L �Aol•O , a;,' T 7 7 9.) BASE FOR LEVELS: NGVD 1929,(APPROXIMATE) 0 c �, , I �o rri -52 / I / FUTuRE \\ `\ / SIGN EXPANSION I .az] a N=903.74 v\ y,�� K IA p v z UNE) #1 HEAVY BRUSH / SUFFOLK COUNTY DEPARTWMNTOT iTFALTH SERVICES V v v > s r :,.I / PERIv^iT PMRACpVA.ft?9A3, JR77.011 4TO,t A w o \� \\ / GOLF MAl'✓d{Lrvd 1—- -1 Z � of 0 J DATFs 0'a HS 1R7IVOrz_(xp_ts� PROROSED E ATER —G0 .• 3. POLE APPROVED CE VFOat IM1p7;Ll,:iLVS OF , z \ \ S �A• *SC�OS' EXPIRES THREE YEARS FROM DATE OF APPROVAL VV I' W BRUSH BENCHMARK \y� C i i s' / N ,G•I NAIL IN ROAD \\ �Q R o PROPOSED BURIED N N ELEVATION 52.12 w '9M^ , LEGEND m w �\w/v �"i7 i I N/F NOW OR FORMERLY O U o o SF SQUARE FEET -� z z z r E 0 Y U \ \ U POLE / x42.7 EXISTING SPOT ELEVATION a m o u \\ ELEC. R / x67.0 PROPOSED SPOT ELEVATION \ BOND � wegAST \ -- 60 -- EXISTING CONTOUR DATE: 06/15/2002 PROPOSED CONTOUR SCALE: 1 = 30' QUALITY CONTROL CERTIFICATION I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL � FR"'aro --I — BUILDING SETBACK LINE GROUP REVIEYIED DATE AND CONSTRUCTION OF SUBSURFACE SEWAGE —v— WATER SERVICE PROJECT MANAGER 4 0"1. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE \ --U— UTILITY SERVICE SHEET SURVEY g /� AND WILL ABIDE BY THE CONDITIONS SET FORTH 30 15 D 30 ENVIRONMENTAL THERE AND ON T E PERMIT TO CONSTRUCT — 63.5 INVERT ELEVATION 1 OF 1 cml 3 I� \ 'i /Pj (,H-% I///' C� GRAPHIC SCALE IN FEET SrR CIVIL ARCHRELTURAL APPLICANT FILE 34587 WEST E Ooh �W MONT HARBOR 4UK 'r m m s9 P Al�-NU f GO t. Gf 9G G r ` CJ a a 1.4 a v as N a N w mi'•`. � v � N � � U Y y m U O Y o � 8 � yl N N SG �K pVE �Tl S� MON P F.uii yL� LOCATION MAP SCALE 1 "=400' I I ' I mix MAP REFERENCES 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT W, PARSONS & N/F NIF SUZANNE W. PARSONS; MONTAUK AVE & THE GLOAMING; FISHERS ISLAND, I ( KERNAN ROBERT W. PARSONS & NEW YORK; C.M.E./C.P.K. DESIGN GROUP, NORWICH, CONNECTICUT; DATE: SINGLE FAMILY RESIDENCE I SUZANNE W. PARSONS / MAY 16, 2001; SCALE: 1"=100' MUNICIPAL WATER I (VACANT LAND) / ON-SITE SEPTIC SYSTEM M.S. M.S. (FIND.) S 44'14'30" W 136.41' NOTES (FND.) S 4414'30" W 414.95' 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Z INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED 0 AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE N / OF THE ENGAGEMENT. Q/ j / 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, <a- UNLESS w / ACTING UTHE WAY, DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER ANTEM IIS+- 50' rn El LIMITS OF CLEARING m 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Z Z SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT W w y POLER / OF THE LAND SURVEYOR. Z X _ O 1723 4) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Q ,t } 4' N=979.91 >>/ CLUMP 0- PROPANE TANK E I'c~'s GEODETIC SURVEY TRIANGULATION STATION "PROS" O = O C.l Z N 969.91 L� MAPLE ° S" __ - M Z Q PT #69 ^cONORETE - II ``� 1000,SITE OH OTBL/OCKFBSOUOTHOS COUNN OF SUFFOLK TAX MAP o Z Q Pao T / aJ V z FLAG _ " I / 6.) LOT AREA = 3.117= ACRES. j CL �_ .I. POLE I V) 0_ W J 01 ""- fi0• I 7.) SITE IS LOCATED IN R-80 ZONE. a Z 7 N s4. I a'05 `V� J 5. SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL E Dc J 60 u� 5j• s o M� �N �� SYSTEM. Z _Z F - 96 I NEW SEPTIC TANK h J a j m AND LEACHING POOLS Q a Q Z D D 79" J Y N 3 a o N o [ SEWER CLEANO Z UT III 93 62• iy ~ O D v � '`J SCD6'rOt g(.";:Ubd'd"V e_,-, ;u'i(: ,'.t.'i it�F_PoVII =S s V 60' v i l Q AI= V :.;E PGR Ld m - I STONE DRIVEWAY i POLE I •, -- m Z I m ------' #7za �� � 7.r,t�JUN 3 � � �w R, SIGN v ms i t / .- fI ^ i z 0 I I C"Ice tai Ul2ale•:glx.r ir�, a n;;.,+rr�c-rN u I I N=903.74 I I ---- Z E2 z W=590.53 ORc =f i O _.._ O BND #1 I I I I e V) a a I\II II I o• / '' / N R > rc mf I I W 1 1 h POLE \ i i #725 0 r. \ 3IRA. i 1P(E OFN w Q rn i \\ 4S0••� WELL , �\ P ^0°' ,0� /fSPp H ST�O 0 TO ELECTR TRANSFORME pj o 0 NAIL IN ROAD c<o 2/ m 0 m 0 ELEVATION 52.12 W '9 /� \W\ / a %N ��O m 0 3E 0 LE o \ / / oo z z w O m ¢ w OO ¢ o _L o x o \\ �W E_ m o 0 v v ¢ POLLEE DATE: 11/29/2004 w Fk/sTjN 90% / SCALE: 1 " = 30' A)F QUALITY CONTROL CERTIFICATION 3 d GROUP REVIEWED DATE \ f r I{I .7Z PROJECT MANAGER C ^Y1� �al SURVEY SHEET ENVIRONMENTAL \ 0 30 awL 'rn GRAPHIC SCALE IN FEET J 1 OF 1 STRUCTURAL AROHRELTURAL FILE ]