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Home My WebLink About27506-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28886 Date: 09/26/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2200 YENNECOTT DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 55 Block 4 Lot 32 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 16, 2001 pursuant to which Building Permit No. 27506-Z dated JULY 26, 2001 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 COVERED FRONT PORCH AND REAR WOOD DECK AS APPLIED FOR. The certificate is issued to RICHARD K GUNTHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0051 06/26/02 ELECTRICAL CERTIFICATE NO. 1047972 04/24/02 PLUMBERS CERTIFICATION DATED 05/28/02 WILLIAM SCHWARB cv"/ 'Zo/" Authorized ignature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28887 Date: 09/26/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 2200 YENNECOTT DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 55 Block 4 Lot 32 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 16, 2001 pursuant to which Building Permit No. 27506-Z dated JULY 26, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GARAGE IN REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to RICHARD K GUNTHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1047972 04/24/02 PLUMBERS CERTIFICATION DATED N/A O'Z' V Authorized Signa t e Rev. 1/81 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. 27506 Z Date JULY 26, 2001 Permission is hereby granted to : RICHARD K GUNTHER 63 MAPLE ST ISLIP,NY 11751 for NEW CONSTRUCTION OF THREE BEDROOM SINGLE FAMILY DWELLING W/ COV. PORCH & DECK AND ACCESSORY TWO CAR GARAGE AS APPLIED FOR WILL REQUIRE TWO CO ' S at premises located at 2200 YENNECOTT DR SOUTHOLD County Tax Map No. 473889 Section 055 Block 0004 Lot No. 032 . 001 pursuant to application dated MARCH 16, 2001 and approved by the Building Inspector. Fee $ 843 . 20 Aut orized Signature ORIGINAL Rev. 2/19/98 1 . Form No. 6 j 'I OWN OF SOUFHOLD 282002 BUri nnvc DEPARTMENT TOWN BALL ,_u 1 765-1802 L— -- APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be,filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 1 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 certific 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 usi 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 Occupant 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$25.0( Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.0 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 Date. (J I a,� New Construction: Old or Pre-existing Building: (check one) Location of Property: O-O W e-r r House No. Street Hamlet Owner or Owners of Property: I ` 1 1 p rty: ��C�C: G-rc1 � �V�CA ti l�L1V1 1 YIQ`�' Suffolk County Tax Map No 1000, Section U S . Block Uq c >v Lot I)3 2 w0 Subdivision \I Q- e C SG k Filed Map. Lot: I y3 Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval _ Plaiuriag Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S�-L - - -- pp nt gnature c�2y9 co -a 02,9-59(p o r3pLj-L3nns��n��n1 � E�� n�0: � nnE �11!1r I N. o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 5 5 TOP GUN ELECTRIC * GUNTHER 5 C5J P.O. BOX 1464 2200 YENNECOTT DR 55 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 C� Located at 2200 YENNECOTT DR SOUTHOLD, NY 11971 c� 7� Application Number: 1047972 Certificate Number: 1047972 Section: Block: Lot: Building Permit:27506 BDC: NS11 5 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: c� 5 Basement,First Floor,Detached Garage,Outside, 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 5 found to be in compliance therewith on the 24th Day of April,2002. 5 Name OTY Rate Rating Circuit Type 5 5 Cj Additional Charges LIC NUMBER5150E 5 5 Alarm and Emergency Equipment S 5 Sensor 5 Smoke 5 5 Sensor 1 Carbon Monoxide rej 5 Appliances and Accessories 5 Exhaust Fan I 5 5 Furnace 1 2 5 5 Dish Washer I 5 5 Range 1 5 5 Bell Transformer 1 5 5 Hydro Massage Tub,Residential 5 5 Panels 5 1 60 2 5 Wiring and Devices 5 Outlet 33 Fixture 5 Cj Receptacle 41 General Purpose seal 5 5 Switch 30 General Purpose 5 5 Continued on Next Page 1 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. 5 5 5 a ��L�LPLPd0�n0UMM0�� a ��O��gOFFO(K�OGy CD 2 Fax (516)765-1823 Town Hall, 53095 Main Road H +1n Telephone (516)765-1802 P. O. Box 1179 O O F Southold, New Yortc 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I CA T I O N DATE: S-286-0 Z w Building 2 Permit No. Owner: elf-yao l�)seJ2�- (please print) \ t Plumber: `A✓ \�A C- s (pleae print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu rs Signature) Sworn to before me this -,21 day of MA2y T9`o�eoZ Notary Public, S' cfFja vW* County �r r ROSALIE SALEMME NOTARY P0UBUC.Sta% NW YO* ,11WCoMwmSuaokCwq p06 Ca ExptrN= 91 i ,r11 SUFFOLK COUNTY WATER AUTHORITY 624 Old Riverhead Road,Westhampton Beach, New York 11978-7407 (631)288-1034 Fax(631)288-7937 Date 5/15/02 SUFFOLK COUNTY DEPARTMENT OF HEALTH COUNTY CENTER RIVERHEAD, NEW YORK 11901 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 2200 Yennecott Dr. , Southold A water meter was installed on 3/12/02. Very truly yours, A) � Wim, 0 Dona Roberts Eastern Regional Manager SUFFOLK COUNTY WATER AUTHORITY DR:ba BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: X /?6/01 DATE SUBMITTED: /�/O1 APPLICANT NAME: 4 / 7L,v�.mc `G�,,�„r,, SCTM# --- DISTRICT: 1,000 SECTION:: .5,5 BLOCK: LOT: . STREET: .21064AAA24Vo le- -Decor? /J,.,,r CITY: y SUBDIV. NAME: y'-'«eAin-QA. 3l3�iO �/Cc„+�'��iCktIL PROJECT DESCRIPTION: ADD ALT ACC OR N/D: /cc 2Car Z c o rx.. ARCHITECT/ ENGINEER: FAST TRACK: YESRNO / / / lee If- 1 W16 SINGLE & SEPARATE CERTIFICATION-REQUIRE :aYE �NO NOTES: oLOTS 4QOOOSF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDM JAN.1997 100-25.Merger.(A nonconformin at n , afte 7/1/ 3) .. W , ZONING: PERMIT ESTIMATE AMOUNT:_$ �.00 PERMIT USE: EXISTING: �� INTENDED: S�aQ ZONING DISTRICT' R R80 AC CONFORMING: YES o NO REQUIRED LOT SIZE: tox SQFT. WHERE ACTUAL LOT SIZE FROM?TAX CARD S x,, ACTUAL LOT SIZE:3`14 9S- SQFT. REQUIRED REQUIRED REQUIRED IST FOUND:FRONT: f6 ' PROPOSED:' SIDE YD: IS '/ S,4- ' PROPOSED:S- '/11�f ' REAR:So ' PROPOSED:78 ' 2ND FOUND:FRONT: ACTUAL: ' SIDE YD: '/ ACTUAL: '/ ' REAR: ' ACTUAL : ' LOT COVERAGE: A LOWED:"% EXISTING: sf % NEW: Sf % TOTAL: -940sf�% CORNER? YES O WAT ER FRONT? YES o O DESCRIPTION: FLOOD COMPLIA ZONE: PRE-FIRM 3/18/80 PANE / 9- FLOOD ZONE:, Ige"ame S/r- !.16 AGENCY PERMITS REQUIRED FOR REVIEW INCLUDED APPLICATION TOWN SPETIC PERMIT: or NO 431 a/ SUFFOLK COUNTY HEALTH DEPT: ES ))rNO, (BED #):Lj4-DTE:a /,2c lot PERMIT#:RIO-iY-,SOS / APPROVALS REQUIRED: NEW YORK STATE DEC: PRE-DEC 9/1/75 YES SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES r _ f CoQ / ^ _ _,.ra 'rle 0 TOWN HISTORICAL PRE (SPLIA): YES NYS ENERGY: YES OR NO : EGRESS: VENT: LIGHT: BUILDING PERMITS OPEN/EXPIRED: BP -Z/ C/0 Z- HAVE PR CO'S : Y OR N BP -Z/ C/o Z- NOTES: ' ✓ Lar er— � A u�ad rs._ . c>/c 1 �rP�3 S•.{ C S P tl T /i � s„re„rc_ - A T G tCcsc + .yvr re t e / t FEE STRUCTURE: FO DATION: 2//6 SF 7-h-3 -. r AI! • FIRST FLOOR ,Z 372. SF SECOND FLR SF INIT OTHER TOTAL TOTAL: 4 4A--8- SF FEE FEE FEE TOT( SF)- ( Jt!rd SF)= 36-2S SFX$-Z0 =$ 727.66+$ +$ _ $ 6102.6o S28 - So v et Zo �. 6 d f 3S— ¢o• [d Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/16/01 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 Name: Atlantic, Contracting Associates (richard &Judy Gunther) 194 Old Stump Rd Brookhaven Hamlet, NY 11719 Clerk ID: LINDAC Intemal ID:28551 Other Offices and Agencies in NewEng/and and New Jersey. Chicago Title Insurance Company O National service from the 330 OLD COUNTRY ROAD, MINEOLA, NEW YORK 11501 t New York Office. (516) 742-5000 FAX (516) 746-1074 NUMBER DATE TRANSACTION RATE MANUAL REFERENCE INSURANCE 3801-95223 JUNE 22, 2001 MTG MTG MTG $ FEE FEE FEE $ Title Vested In: MUN.DEPT.SEARCHES: RICHARD K. GUNTHER AND JUDY GUNTHER, HIS WIFE NONE Insured,Fee: Insured,Mtg: SURVEY INSTRUCTIONS: NONE Delivery: 2 TO 1 PREMISES County: SUFFOLK State: NEW YORK Dist: 1000 Sec: 055.00 Blk: 04 .00 Lot(s): 031.000 MAP NAME: MAP OF YENNECOTT PARK MAP NUMBER: 5187 DATE FILED: 10/9/68 BLOCK: LOT: AND TAX LOT: 032 .000 Address: SOUTHOLD, NEW YORK Remarks: BANK/CLIENT REQUIREMENTS: BRUCE TO READ SPECIAL SEARCH-PLEASE RUN A VARIANCE SEARCH FROM 1/1/83 TO DATE* IF THISANY IS A REFINANCE FITHIN TEN YEARS,YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS QOMPIMMEDIATELY Mailing Date: Prior Insurer/ AMENDMENT DATES JULY 9, 2001 Prior Title Number Closing Date: 7 7 S 0 0 0 2 4 THANK YOU FOR YOUR APPLICATION FOR THE EXAMINATION OF TITLE TO THE ABOVE DESCRIBED PREMISES.OUR CHARGES ON THE BASIS OF OUR FILED RATE SCHEDULE ARE NOTED,SUBJECT TO ANY REVISION DUE TO ANY DESIRED CHANGE IN LIABILITY AND THE ADDITION OF ANY REQUESTED OR NECESSARY DISBURSEMENTS.WE SHALL DO OUR BEST TO REPORT THIS TITLE PROMPTLY AND FACILITATE ITS CLOSING. V@fY truly yours, Applicant Number: 6111919 -000 HOUSE ACCOUNT RIVERHEAD - 3308 008/LL Applicant FEE(1)Tel: (631) 5 81-0 2 2 6 Applicant MTG(2)Tel: Fax: Fax: RICHARD GUNTHER 63 MAPLE STREET ISLIP, NEW YORK 11751 APPTYPCP 8.27.93 CHICAGO TITLE INSURANCE COMPANY 400 MAIN STREET RIVERHEAD, NY 11901 (516) 727-4455 PAGE: 001 DATE: July 12, 2001 RICHARD GUNTHER 63 MAPLE STREET ISLIP, NY 11751 TITLE NO. : 3801-95223 GUNTHER/ OUST# 6111919-000 PREMISES: SOUTHOLD, NY CODE DESCRIPTION AMOUNT ---- ----------- 092 VARIANCE SEARCH 350 .00 DEPOSIT/PAYMENT - 06/26/01 -350.00 BALANCE DUE: $0 .00 NOTE: In case of cancellation of this Special Search, the fees charged will remain the same. The above represents an estimate of your title costs to date. These charges are subject to change based upon the structure of your transaction and additional work which may be performed. Thank You. prelim CHICAGO TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD, MINEOLA, NEW YORK 11501 (516) 742-5000 FAX (516) 746-1074 VARIANCE SEARCH TITLE NO. : 3801-95223 COUNTY OF SUFFOLK } }SS STATE OF NEW YORK } THIS IS TO CERTIFY THAT RICHARD K. GUNTHER IS THE OWNER(S) OF RECORD OF LOT 43 AND THE WESTERLY 95 FEET OF LOT 42, MAP OF YENNECOTT PARK FILED 10/9/68, MAP NO. 5187. DIST. 1000 SEC. 055.00 BLOCK 04 .00 LOT 032 .001 THAT HE ACQUIRED TITLE THERETO BY DEED DATED 2/17/77 RECORDED IN LIBER 8195 CP 121 ON 2/23/77; THAT WE HAVE MADE A SEARCH OF THE RECORDS OF THE SUFFOLK COUNTY CLERK AND/OR REGISTRAR'S OFFICE, AND THAT SAID SEARCH SHOWS THAT NEITHER THE SAID OWNER NOR ANY PREDECESSOR IN TITLE OF THE SAID PREMISES OWNED CONTIGUOUS PROPERTY AT ANY TIME SINCE 1/1/83 EXCEPT AS FOLLOWS: NONE THAT THE APPLICANT HEREIN DOES NOT OWN ANY CONTIGUOUS PROPERTY EXCEPT AS FOLLOWS: NONE THIS CERTIFICATION IS MADE WITH THE INTENTION OF THE RELIANCE THEREON BY THE BOARD OF APPEALS AND/OR BUILDING DEPARTMENT OF THE TOWN OF SOUTHOLD. THE LIMIT OF LIABILTY UNDER THIS CERTIFICATE, FOR ANY REASON WHATSOEVER, WHETHER BASED ON CONTRACT OR NEGLIGENCE, SHALL NOT EXCEED $1, 000.00, AND SHALL BE CONFINED TO THE APPLICANT TO WHOM THIS CERTIFICATE IS ADDRESSED, OR THE COUNTY OF SUFFOLK. CHICAGO TITLE INSURANCE COMPANY BY p BRUCE N. PH LIPS SR.6VZ* -4 (631) 284-2406 SWORN TO BEFORE ME THIS 12TH DAY OF JULY 2001. ILL , ldpl NOTARY PUBLIC, SUFFOLK COUNTY, N.Y. NOTARY PUDj VARSHCT Jr TKATE OF NEW YO'NO. 52-3627510.SUFFOt.K COUNT -ofl.imj:- ON FRPfREc AUDI,°ST g1Abo VARIANCE SEARCH (Continued) TITLE NO. : 3801-95223 SUBJECT PREMISES: DIST. 1000 SEC. 055.00 BLOCK 04.00 LOT 032 .001 DEED NORMAN KOPF AND CAROL KOPF, HIS WIFE TO RICHARD K. GUNTHER DATED: 2/17/77 RECORDED: 2/23/77 LIBER 8195 PAGE 121 LAST OWNER OF RECORD PREMISES ON NORTH: YENNECOTT DRIVE PREMISES ON EAST: DIST. 1000 SEC. 055.00 BLOCK 04.00 LOT 033 .000 DEED ROBERT J. USKAVITCH AND BARBARA J. USKAVITCH, HIS WIFE TO JOHN C. ROSS DATED: 10/12/77 RECORDED: 10/21/77 LIBER 8329 PAGE 506 LAST OWNER OF RECORD PREMISES ON SOUTH: DIST. 1000 SEC. 055 .00 BLOCK 06.00 LOT 035.000 DEED JOSEPH R. KRUKOWSKI AND LILLIAN KRUKOWSKI, HIS WIFE TO FRANCIS O'MALLEY AND PATRICIA O'MALLEY, HIS WIFE DATED: 6/28/72 RECORDED: 7/11/72 LIBER 7194 PAGE 597 LAST OWNER OF RECORD VARCONT - CONTINUED - 2 VARIANCE SEARCH (Continued) TITLE NO. : 3801-95223 PREMISES ON WEST: DIST. 1000 SEC. 055.00 BLOCK 04.00 LOT 030.001 DEED MAGDALYN CAPUTO TO MARION MARTOCCHIA DATED: 2/27/82 RECORDED: 3/3/82 LIBER 9149 PAGE 394 DEED HELEN WOLANSKI AND TELESPHORE WOLANSKI, AS CO-EXECUTORS OF THE LAST WILL AND TESTAMENT OF MARIAN V. MARTOCCHIA, DECEASED TO RICHARD NASS DATED: 10/8/92 RECORDED: 10/22/92 LIBER 11560 PAGE 07 DEED RICHARD NASS TO RICHARD NASS JR. AND ELLEN PASSES, AS TENANTS IN COMMON AS TO AN UNDIVIDED 50% INTEREST DATED: 5/20/96 RECORDED: 6/7/96 LIBER 11777 PAGE 358 DEED RICHARD NASS JR. TO ELLEN L. PASSES DATED: 8/8/97 RECORDED: 8/22/97 LIBER 11847 PAGE 847 DEED ELLEN L. PASSES TO JAMES MULLIGAN AND STEPHANIE MULLIGAN, HIS WIFE DATED: 2/25/99 RECORDED: 3/9/99 LIBER 11950 PAGE 218 LAST OWNER OF RECORD VARCONT - CONTINUED - 3 M-1802 BUILDING DEPT. / INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY MARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FO ATION 1ST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA & CHIMNEY REMARKS: DATE INSPECT 765-1802 BUILDING DEPT. v INSPECTION [ ] FOUrAflON IST [ ] ROUGH PLBG. [ ;00/FNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREP CE HIMNEY REMARK DATE40O INSPECTO 7 765-1802 BUILDING DEPT. G , OQINSPECTIO --a [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: All DATE f1,2- /a � INSPECTOR 'ere _ �pq� 27S0 6 X 7ss-zsoZ BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION r)o�f FRAMING—A [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: _A a ,.ro-f-- ,.Js� 8.� 7►r — LL6 CA fit P�Cd �`li�ll Ai rn d es� a/06 r tsi.sr.. -74 SL�d / • Ch ct a r o (/ 1 G — DATE z a INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ j UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ j FRAMING [ ) FINAL [ ] FIREPLA CHIMNEY REMARKS: DATE 2"-INSPECTO � 75-a6� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: (? z V�"-7 DATE INSPECTOR A-7 5� � -* 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SOLATION [ ] FRAMING FINAL [ ] FIREPLAC & CHIMNEY REMARKS: z2gdT¢l� 77' 9pre DATE a INSPECT i ✓� � �� i i �/_ �� ..tea. ✓ / pr � � \ i �-� I+�-t. �.�.• r� RE% - Off / I, MW i � Ar-' -- Iii'� ' .�. �i��!►JJ.11r1,�,�i7_'� ��i7� BUILDING DEPARTNI)i'; 3U1W1NU 1'hXM11 A-ePLICATIUN CHECK-Li,TOWN HALL IAR I ,,6 201 Do you have or need the following,before applying SOUTHOLD, NY 11971 •_Q _. _ a e Board of Health TEL: 765-1802 _., ,., 3 sets of Building Plans PERMIT NO. ' 2,P.504,e Survey Check Septic Form N.Y.S.D.E.( Examined C 20©_ Trustees Approved ,20� •• Contact: Disapproved a/c Mail to: Phone: -7 86 - 1426D 6A ?ZZ- Z5Z0 Building Inspector �S APPLICATION FOR BUILDING PERMIT Date_ 3 - /� 2011 • INSTRUCTIONS a. This application 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 schtdule. b. Plot plan showing location of lot and of buildings onpremises, relationship to adjoining premises or public streets or areas;and waterways. a 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 ;hall be kept on the premises available for inspection throughopt'the work. e. No building shall be occupied or used in whole or in part for any purpose what-so Inspector: -ever-ever until a Certificate of Occupan issued by the Building In APPLICATION IS HEREBy MADE to the BuildiiigDepartment for the issuance of a Building Permit pursuant to the ilding Zone Ordinance of the Town of Southold, SuffollrCounty, New y01 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 tocomply with all applicable laws,ordinances,building fzz:: and to admit authorized inspectors on premises and in building for necessary inspectio if a corporation) •: ��y�� s7' ✓av (Mailing address of applicant) I(� State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician, plumber or builder 1. IG (' nntRQCTiNr /� SSOGIaTt ' f iQG NT Name of owner of premises �-� U DY. ' � K (as on the tax roll or latest deed) If applicant is a corporation, ignature of duly authorized officer N (Name and title of corporate officer) Builders License No. 1q 3 4q - /-/r Plumbers License No. Z 8 31. P Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be'done: ECOTJr VR I✓f $OUTI1/oL t7 House Number Street Hamlet County Tax Map No. 1000 Section ofS- • Block y ,op Subdivision YeNNtCoTI PARK Lot 031.600 Of 032-MOFiled Map Na�(�7 I Ot (Name) �Alot ug uao iu,u uQuupducy of premises and intended use and occupancy of proposed consttuc a. -Existing use and occupancy .,U cui t uNa tibn: b. Intended use and occupancy 13,Aj a ALLY Reype,ucc >. Nature of work (check which applicable): New Building X Addition Repair Removal Demolition Alteration Other Work —'— i. Estimated Cost / o o Fee (Description) If dwelling, number of dwellingunits (to be paid on filing this application) Number of dwelling units on each floor If garage, number of cars �, If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front u Rear Height Number of Stories Did' Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front 77�6 `� Rear 77= 6 " ns Height 18'.0 0 Number of Stories_ avP, Depth Size of lot: Front d/Q . 82L Rear_ a2_q ,LZ' Depth 18Z 0. Date ofPurchaseFI « /Q77 Name of Former Owner 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: No 3. Will lot be re-graded---)k5__.Will excess fill be removed from premises: ES NO 4. Names of Owner of ppremises Address c3H+riesT. li'.4 f Ny ph Name of Architect Pl�cNae� Ci°.rn, e Address %lone No. ,�e,H,,u„r ,,cg,�« phoneNo�=►i l Name of ContractorAtu�,nt Cs „g Z 8 -3853 I ssx Address 14�o�a Sr. Phone No«�'� 2 6- Ygsp 5. Is this property within 100 feet of a tidal,1.wetland? *YES a"OOK�v�i R+Y 11115 IF YES, $OUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) - . . :OUNTY OF SS:) i-0 ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signs con t)above'named, >)He is the CGytl� AG�IJ� (Contractor, Agent,Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to stake and file this application; iat all statements contained in this application are que to the best of his knowledge and belief; ind thai the work will be erformed in the manner set forth in the application led therewith. worn to before me this 6 tZ- day of 2000E tat Notary Public Signator Applicant UNDAJ.COOPER Notary Public,State of Now York No.4222563,Suffolk County Term Expires December 31,•P9 oK i�ti. Ir ?rzo�,sq �•�.s,�,1fcE, = za3G7 $.�. - � ' � �� F�o�lT- po2tN ZdOs.F• SLi'lc'W YFD F 012- ' TO SECTION 741 7 EDUCATION COPIES OE ,THE 1.'1.0 S. LMBOSSED s t _____...�..._. .._..._..._ . . ._ TO u A M/ CAWAIlt- ONLY TO TI uta v -Iv Nf� �-r- - F- _ IS PMAt.tr, w MTEECCMr ieLJYC LEEAIIkci it. Yp IM AS NTIOM.iii i nr�D't<B: Loll: -fwmEJaez ✓.4,3= �",:• �„ � - � O � - C 3 �YiC Aro.J f S�. , ..__ . .� POR W •zO,.. t- 7.. - -coR - 20 GAR. ' ?' ^ t:��{f.ca.-•aX }p' t��}a;�ro., 23 too ++ U T +-✓O�L7 Vttii/V� �►7Ck7NdrrfP . ftC, fkv- .�- ch), v. � `..,__z` � •,` •. - w _ c.�� r,•f1e- rrrai.ffW:'reo--r •-._ _S^tj3°�12'VV ^- ?4.22 - ,- , til: -�ei✓vets�av� .+rai+, !?'�{< l� w'ff^Ll.�v r F Survey for: 77, RICHARD GUNTHER & JUDY GUNTHER I F- 20 F FII 1 5 9 p/o Lot 42 & Lot 43 'T n F 1 "Yennecott Park" W Oc U1 L V, A At s Southold Town of ) Southold Water) (Dw,Ijlng W/gublic *;o_ Suffolk County, New York T TT `/ Lam\ S. C. T M.: 1000-055.00-04.00-031.000 & 032.000 C3 Ar 5,70 *4( NOTES: FL=22.6 5.006' 1. AREA = 39,995 S.F. N83-4 0 E - Z a = MONUMENT FOUND 3. SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON 41 ISIZ Os OCT. 09, 1968 AS FILE NO. 5187. j c?I VE SUFFOLK C7T HEA LTIN Ct)�N C:S 0, PE P m Fa ii APPROVAL OF CO N t TR U CTIOM fOR A 1A0 SINGLE r;,?,IILY RCSIDENCt ONLY m 0 co 0 DATE: JAN. 26, 2001 'ouss DA7- Zt �L6 tw�ir-- r157 0/ SCALE: 1"=40' c� eE° tl 0 54.5-- JOB NO:2001-016 71 "0 PROPOSED *�s DATE: SCALE- JOB No. O GARAGE CERTIFIED T ERTIFIED TO: I C 27jaYriC Y RICHARD GUNTHER & JUDY GUNTHER 4P 30.d (D pEQlJIRED EXCAV 0 > 10 TEST HOLE DATA x HEAD- JAN. 26, 2001 Ln Ln p/o Lot 42 EL=24.7 0.0 Lot 43 1 1i.221 LOAM 2Z 4.0 �WW DAVID H. FOX N.Y.S.L.S. #50234 B -42FOX LAND SURVEYING PO BOX 224 formerly SPEONK, N.Y. 11972 now Or OlMajIley BROWN (631) 325-2902 O'Malley & Patricia COURSE Francis SAND UNAUTHORIZED ALTERATION CA ADDFFON TO THIS SLJR�Y (Vacant) IS A "DILATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT HEARING THELAN D SUR MEYOR S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE CORY CERT"F:CATOH INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR MP)M THE SURVEY IS PREPARED AND ON HIS FLHAI F To THE II ILE COMPANY, GOVERNMENTAL AGENCY AND LENDFO INSTTTCCN LISTED HEREON , AND TI) lHE ASSIGNEES Or TME LENDING INST11-HPON. CELAFFICA-IONs ARE NOT TGANSFIERABLE TO ADD17CNAL INSTLT�TLGN.G OR SRSF ELF OT OWNERS, DWG: 2001-016 I Survey for: p � RICHARD GUNTHER & JUDY GUNTHER N _ p/o Lot 42 & Lot 43 1 "Yennecott Park" IF e 1 / At I s W/Public WO�er� � Southold `D,Nell;�9 Town of 1 — 52�5Ei —f 75' � Southold Pu yr blic Water) ELs26 g (Dwe111Dg _ - - - WP�R s 5 Suffolk County, New York s TT pR�V pP�MEN S.C.T.M.: 1000-055.00-04.00-031.000 & 032.000 NECTK GE OF g4'a2 _ X151. YEN f 5 EL=22.6 14�2�3 ^' G NOTES: m N N 5,00 O 1. AREA = 39,995 S.F. c0 2. ■ = MONUMENT FOUND LL 1Bp N83'42��0"E 4�LE 3. SUBDIVISION MAP FILED IN THE OFFICE OF HDV, O III I o RDpGSED THE CLERK OF SUFFOLK COUNTY ON u 111 A I PSM Os OCT. 09, 1968 AS FILE N0. 5187. I t o I rn r w j°pl pEi mD 111 m a MAR. 27, 2001 AMENDED LOC OF PROP. GAR. I+ I m ✓ 1C O DATE: JAN. 26, 2001 O I o HESE r" SCALE: 1"=40' vOOml, _ ---54.5-- c P JOB N0:2001-016 N o c�V0,AD CERTIFIED TO: C 111 vM" °p RICHARD GUNTHER & JUDY GUNTHER c J --52.6'--- PROPOSED I GARAGE 1 � o O z m TEST HOLE DATA I ' OIL z I JAN. 26, 2001 J Lill n O m I Pio Lot 42 0 EL=24.7 0.0 !\_ O LOAM 22 v 2 N Lot 43 .2 4.0 DAVID H. FOX N.Y,S.L.S. #50234 S83.42!00„W FOX LAND SURVEYING now or formerly PO BOX N.Y. 11 O'Malley SPEONK, . 11972 SL Patricia M y BROWN (631) 325-2902 O'Malley all e y COURSE SAND Francis S AU MOLRIZED ALTERATION AT10N OFSECTION o 09 OFnON TO THE NEWHIS SURVEY YO K STATE `Va Ca°t) IS LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE FERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE IITLE COMPANY, GOVERNMENTAL AGENCY 17.0 AND LENDING INSTITIJLCN LISTED HERFON , AND TO THE ASSIGNEES OF FIE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SJDSEDUENT OWNERS_ I I DWG: 2001-016 Survey for: 7 RICHARD GUNTHER & JUDY GUNTHER N 1 �_._. p/o Lot 42 & Lot 43 \ "Yennecott Park" E \ At s I w1u W°'°') Southold \ (Dwe1\in9 , Town of \ Zig 65 _ 575,.S Dw Southold Water) jII W Publta i - WANE CAIN/ ELs (Dwelling i , . Te Suffolk County, New York 9 ,g11�,g y6�1 — — — _ — — — — - TT pR� D PAYMENT 2, S.C.T,M.: 1000-055.00-04.00-031,000 & 032.000 E C ED A.,a ' z w NN 9 3 YE "E m 5, �f � �' 2 NOTES: EL-22.6 1 Ar A2• m " N N U1 f� 1. AREA = 39,995 S.F. 125.00' 0 ,00"E 2. ■ = MONUMENT FOUND, D = STAKE SET. 3'42 w LL Ie� N8 1 O 3. SUBDIVISION MAP FILED IN THE OFFICE OF TESTHOLE THE CLERK OF SUFFOLK COUNTY ON m OCT. 09, 1968 AS FILE NO. 5187. „r wAfN Z m\ OCT, 04, 2001 FOUNDATION LOCATION O AUG. 22, 2001 STAKE FOR CONSTRUCTION MAR. 27, 2001 AMENDED LOC OF PROP. GAR. W 19 N g5 O DATE: JAN. 26, 2001 0 0 SCALE: 1"=40 = 11 SNDp4� 54.4' J £ .Q JOB NO:2001-016 � r £ 6s CERTIFIED TO: c -P II RICHARD GUNTHER & JUDY GUNTHER S ^ 0 ' I 1��f�/��(A/'!'''"A}i�iC/„ CONCRETE I o FOUNDATION I � -a_ � , /' 2 R2.0 J O ^ ^ Z I I I r O °' /a �P/o Lot 42 0 O m J ��✓// m I Lot 43 229.22' DAVID H. FOX N.Y.S.L.S. #50234 — -- 583.42700"W FOX LAND SURVEYING PO BOX 224 now Of formerly ,Holley SPEONK, N.Y. 11972 p'Molley gr Patricia (631) 325-2902 Francis UNAUTHORIZED ED AL SECAFON OR ADDITH TO THIS K RVEY STA (V°COnt) E A VTION L N OCOPIES N 7THI OF THE NEW YORK STATE EDUCATION LAW. COPIES OE THIS SURVEY MAP NOT SEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CCNSICERED TO BE A VALIC 'A US COPY. r ERTEICATON INDICATED HEREON SHALL RLiN ONLY TO THE PERSON FOR NMOM nFE SUR VEYIS PREPAREC AND ON �'IS BEHALF T(: IHE T17- OMPANY (.]'JEHNMtN IAL AiE AND L_NDING IVSTTJTON LISTED HEREON . AN. C THH E ASSIGNEE' OE TIE LENDING INSTITUTION_ CERA ICA ICNs ARE NOT TRANS ERABLE TC ADDITIONAL NSTTLTONS/ OR SUBSE ORIENT OWNERS_ / DWG: 2001-016 Survey for: 7 RICHARD GUNTHER & JUDY GUNTHER N p/o Lot 42 & Lot 43 "Yennecott Park" w E 1 At I W/public Weterl � Southold 1 `DWe1\io9 1 � 276.65 W G Town of J/ 575'56 p0. Southold W�Public Water) _ �MP�N/ EEz26g (Dwelling _ i - WPTER Suffolk County, New York ICYD�'` 'C 561 ry� T/�I� v G S.C.T,M.: 1000-055.00-04.00-031.000 & 032.000 �/ �/'�( ) EDGE OF PP�MENn�•Q�f+ 74 230..N YEN N 77 v S I EL-22.6 ,4„�.L' NOTES: m G L1L 1T N 5.00+ O � 1. AREA = 39,995 S.F. N83+42+00~E 2. ■ = MONUMENT FOUND E UL 16-0- I TESHOLT W 3. SUBDIVISION MAP FILED IN THE OFFICE OF II i '0pSED ? THE CLERK OF SUFFOLK COUNTY ON N u I III z I _`1 pSNN, Os OCT. 09, 1968 AS FILE N0. 5187. o I I `, me u I I � - CP\ IFE1 m; I m MAR. 27, 2001 AMENDED LOC OF PROP. GAR. IA I M O DATE: JAN. 26, 2001 f 00 III I o MSSE sa.s'-- — f P OB NO:2000016 Paop0�A BF°�Z�il � r N I I o �F. I / G`EPa1N° CERTIFIED TO: Q III vM`T °F RICHARD GUNTHER & JUDY GUNTHER a _ 52.6'- - PROPOSED I GARAGE to Q I � n0 II 0 z co TEST HOLE DATA z r I OI JAN. 26, 2001 ~ I m O m II p/o Lot 42 No EL=24.7 0.0 � I 1 Lot 43 229.22+ LOAM N 4.0 DAVID H. FOX N.Y.S.L.S. #50234 83-42! FOX FOX LAND SURVEYING now or formerly PO BOX N.Y. 11972 O'Malley SP631) . 902 & Patricia 0 M y aROWN (s31) 32s-2soz O'Malley COURSE SAND Francis IS AU ORITIO ALTERATION OR ADF H N THIS SURVEYSTAT /VPCpr1t� E A VTION L N DCOPIE O '1 THIS OF THE NEW YORK STATE ` EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATION INDICATED HEREON SHALL RIIN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY 17.D AND LENDING INSIIIULON LISTED HEREON , AND TO THE ASSIGNEES OF THE LENDING INSTIRITION_ CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SU BSEGULN1 OWNERS. __ ___ DWG: 2001-016 Survey for: RICHARD GUNTHER & JUDY G UNTHER p/o Lot 42 & Lot 43 N "Yennecott Park" At W E Southold s I r Town of Southold i - 5oo -„pE MANS 0 Suffolk County, New York VAr _ R% Q 56:� S.C.T.M.: 1000-055.00-04.00-031.000 & 032.000 E�pTT D EDGE OR PA�MEN94 82, S�gh230 w a Z NOTES: PENN �.123o E c I N 1. AREA = 39,995 S.F., CA- 1 N 2. ■ = MONUMENT FOUND, = STAKE SET. WATER '�25.00 342 OwE METER 3. SUBDIVISION MAP FILED IN THE OFFICE OF w LIL 16 3e42 O �-- -- THE CLERK OF SUFFOLK COUNTY ON w QCT. (119, 1968 AS FILE NO. 5187. s P fn 1 JUNE 18, 2002 AMENDED OFFSETS 1`.3BS,��, i,,",.i .A�+` .. `•-.. c MAY 15, 2002 FINAL SURVEY 00 51 OCT. 04, 2001 FOUNDATION LOCATION Z II pn\ > 0� 1p 1p -•_ .• '...'. AUG. 22, 2001 STAKE FOR CONSTRUCTION S Q L MAR. 27, 2001 AMENDED LOC OF PROP. GAR. Q 01 Z� o \ Pia o „s , r Di4TE: JAN. 26, 2001 OD ODy A 91 o ra s� 0 �S ALE: 1"=40' I O a �5E JVB NO:2001-016 �9 III , SSORY FRAME M° -_ 54.4! N I ... r �ERTIFIED TO: D sge RICHARD GUNTHER & JUDY GUNTHER fi ...-- -0. - -P ' 52.5 --_ 1 P GARAGE I LO I O i 22to 3' n_ 01 � N x J i m O m P/° Lot 4 O Lot 43 229.22 DAVID H. FOX N.Y.&L.S. #50234 FDX LAND SURVEYING — - - — Sa3'4f 00 SPE W PO BOX ONK, N.Y. 11 11972 or formerly e (631) 325-2902 now potricio 0 Mall y 'INA 1871,18�•`�•(��F�'T � UNAUTHORIZED ALTERAI7DN OR ADD17ON TO THIS SORVEY O'Malley & t f �.j`.s�1`k* ` IS LA70N OFSECI'ION 7209 OF THE NEW YORK STATE Fran /� ION LAW COPIES OF THIS SFJR Y MAF NOT BEARING Francis `;511�1U ' } W p SURVEYORS INKED SEAL OR EMBOSSED SEAL SH LINOT BE CONSIDERED TO BE A VALID TRUE rUPY. C y`.AT10N INDICATED HFREOV SHALL RIJN ONLY TO THE 04 FOR W.+lM T-IE SURVEY IS PREPARED AND ON HS - AL C THE7TT- OMPAN ,JVERNMEN7AL AGENCY SSV NS EESN GF II.IS'P1 ENDING Ol IICN q D N': RTNC Al!`N}SF \ T4aN F RABLE TC ITIONAI_ iN ONS OR E. "vT ^.NER". DWG: 2001-016 C) /�_/I' __.... Job: C19'1R Mark: T1 Quan1: 1 Type: KI Span: 180600 P1-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P ATLANTIC CONTRACTING imported jobs IACX 20 Grim.nq value. max:514.0 min:250.7 Top Chorda NOTES: Max CSI Top 0.17 2X 4 SPF-12 1. Trusses Manufactured by: TRUSS TECH INC. MaxCSI Bot 0.14 Bottom Chords 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). Imo. --(.� ^- Max CSI Webs 0.06 2X 4 SPF-/2 M 3. Empirical used. Gable Studs 4. Repetitive member r .trees used. r 2X d SPF-STUD 5. LATERAL BRACING Top Chord: Continuous Btm Chord: Continuous 16. Wind Loads - ANSI/ASCE 7-98 me 52132 , ) i Truss in designed as a Main Wind-Force Resistance System. 'V 4 Wind Speed: 85 mph — Mean Roof Height: 25 Exposure Category: C Occupancy Category: 1 --- t Building Type; Enclosed Ocaanline Distance: 30 Milos TC Dead Load: 7.0 psf SC Dead Load: 10.0 psf 7. Fasten trues to bearing A for 85 lbs of uplift. Whils permitting no upward movement of walla) or bearing(s) B. Overhang load& used in reaction. only. LoadCase Reactions A Standard Loading 222 Auto Wind From Left -27 Auto Wind From Right -35 Auto wind II Ridge -85 HO 4- 1 HO 4- 1 0 0 0 0 0 0 0 TCS i. _9- 3- 0 9- 3- 0 �� 5x6 2.5x4 B 2.5x4 51 2.5x4 H K 2.5x4 2.5x4 F M 2.5x9 4- 7- 1 p 0 4- 2- 5 3x9 t�pp NEN ` A 3x4 yt��4 L.IACy�Ag4' i �. C E G I L N P r- 2.5x4 2.5x4 2.5x4 J 2.5x4 2.5x4 2.5x4 5x6 SPL �Z VrW, 6,?_384 tPt BC 18- 6- 0 SS10Nty F 18- 6- 0 01 ALL PLATES ARE LOCK20 Scale:0.249"=1' WARNING Standard LOadi❑ FAILURE";(11-LUW('()IILOCAU7'EPR(IPER7YUU AAGEl1RPERA'ONAL/NJIIRY PRlII'//)E('OPIESOF77//.1'7'RUT.P/lE1'IGN TY)THE RU/1./UNG DESIGNER ANN EREC7Y)R(T)NIRAC'7Y)R Stang Designer: Truss Tech A/PORIANTNUTEY tAi,nuar hue been der/neJur rhe¢ wane/ TC Live 30 psf Checker: NONE ASSIG Inc.• r Yur Pn'ifiarrinneuxnmer v..nn indviJuvl huil✓inr rnnprrmer,r,ur.rrrrku F/mu,rn by iurnr/nvnrd imn rhu 7 S£ Reviewer Sul/Jin/dii'm mr rhe 6--il t/nn/rhehifl1Y drsirnrr./frmdinrre 1pi n s.,abnnm L,,f1he l.au/Nwrc nJirrJiriJuu/nus nrmbeo nn/Y.AJdin wdramP,u.p Arurinrmin.ure TC Dead p rr.b71i0'durinrcvsaruedun ulh rerPomihiliry rllhe//rain/.AJJaiwu/Permm�enl DrueisX/Ihe uveru/Asuarurculbs rurPonaiAiSy frhn buildfnr duinrr. /lerirn and munriv/r wr BC Live in rubahnriuf ucrodunce nbh/.Irrr dirivnr nJN/At'unJ/w TPI/ANTI rPnjrrarinrra Fwrmmlpui4narerurdinr derirn roPnnriAinty.muerr,rrnrinn and brurinr,enmu/r 0 psf Design Date: P.O.Box 725 Stevenson,CT 06491 mail awx/i.rIlam/Rnr Arminr A/emlPf.rr Cl...red n:-d 7rvun•,////7-91-%'- my Sbrrr.vui/uhkJrnnr the Trace/Nun/nn✓nrv,5Al D•Uilfin Dnve,A/udirun,lV/537/Y and".Tm BC Dead 10 psf Revision No: ( ) cli" ibiS"'o inrhe 1A01n Plnro/nrolvinr Alen/Purr0,.,,ead 1F,/d Triter/",IV/TA/-IY95 Total 42101d Zoar Rd.Monroe,CT 06468(ship) 47 psf Rev. Date: (203)452-0111 (800)972.4260 Ald./ronnrnwp/wn liw<d on rhu drrirn mrr Rnhbia.Lndlll endLwsl///L7:RubM1tm EnrineerinX('nnnnnu%re(1drAPPw,wl://f/G 9A-/e. Lumber SI 1,15 Run Date: 08/17/01 (203)452-0339 fax For.Jddi.n./i/rgwrlmnr inJurmad.nr/rn Tr.rr Th Drnilrhrrr TT-i,purr desire nwrr,rwxr PlveenrenrPlvm anJ nrAwan. Plate SI 1.15 Version: 9.1.030 rrywnpinr infunmr7nn. Spacing 24.0 in. Drawing: ONLINE PLUS Version:9.1.030 Engineering-Landscape 8/17/01 2:45:39 PM Page 1 Job: C391R Mark: T2 Quantity: 4 Type: KD Span: 180600 P1-Hl: 5 Left ON: 1- 0- 0 P Right OH: 1- 0- 0 P ATLANTIC CONTRACTING imported jobs LOCK 20 Gripping Values max:514.0 min:250.7 CHORD WEB Top Chorda NOTES: OLa LL Deflection is 0.16" in Member D-C MEMER CSI FORCE DISP MEMHR CSI FORCE 2x 4 SPF-12 1. Trusses Manufactured by: TRUSS TECH INC. A -E 0.30 1536C 4-30- B E -D 0.24 427C Bottom Chords 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). E -B 0.29 1128C 4- d- 8 D -B 0.24 553T 2x 4 SPF-12 3Empi Empirical oal Analog used. B -F 0.29 16C 4- 4- B 0 -F 0.24 427C Webs .4. Repetitive member stress used. F -C 0.30 153536C 4-30- B 2x 4 SPF-STUD 5. LATERAL BRACING Max CSI Top 0.30 Top Chord: Continuous A -D 0.66 1423T 9- 3- 0 Max CSI Bot 0.66 Ste Chord: Continuous D -C 0.66 1423T 9- 3- 0 Max CSI Webs 0.24 6. Wind Loads - ANSI/ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 85 mph Mean Roof Height: 25 ' Exposure Category: C Occupancy Category: 1 Building Type: Enclosed - Oceanlins Distance: 30 Miles TC Dead Load: 7.0 psf BC Dead Load: 10.0 psf HO-A- 1 HO 4- 1 7. Fasten true* to bearing A for 83 the of uplift. O B. Fasten truss to bearing C for 83 lbs of uplift. O O While permitting no upward movemant of vall(st or bearing(s) O 9. Overhang loads used in reactions only. O O ,-1 - O LoadCase Reactions Standard Loading 947 947 5x6 Auto Wind From Left 98 105 Auto Wind From Right 105 98 B Auto Wind II Ridge -83 -83 5 -�--I 2.5x4 2.5x9 4- 7- 1 E F 3 4- 2- 5 3x5 3x5 A C ��-- Pq - I D �q W: 600 5x8 I W:600 R: 947 SPL R: 947 .0 83: 83 U: 83 LA�y oar 18 6- 0 fn ALL PLATES ARE LOCK20 Wi W SFo 2384• �? gROFE5510Nr Scale:0.249"=1' YARNING FA/LUR£l'l1 OLLIIWC'UUlI1CAU1'EPROP£R"I'YUAAM(,*EI)RP£RS'UNALilvlURY Standard Loading Designer: PROL'/11E C'(IP/£.1'!If�I//b"/RU.tiI'UE1'IGN%'O"/'HE UUILDING/1£.1'IGNERAND ER&I'UR C ON%'RAC'%'UR Truss Tech Ince IAIN)RYANI'NOE.S %Air buxxbw brrn dWilueJ ul rbr yurAwW+p efrw un fbr euumvr Yx un bWiviJuulduJJw ew nwr wYvwfiru TC Live 30 psf Checker: NONE ASSIG buJJin drs nWlbrx wi muliunY rAe builJ'n Ju Y 4 Wm ,m be inrr/Yvwd ins,the TC Deed 7 psf Reviewer: Y iY P / / Y irnw.£rucb,Y reyevmmn6 aAunn m/w 1Wriul xuPpun f b,JivWnul vuu nwn/berx w,ly.AJJbauullenywrury brurinY lu buurr aubHiry during<vnwruwiun bvb rup mibJiry uJrhr rroNw.AJJbi�nu/pwmarnl burinY u/lbr uv<rul/xvurlurr ulbrrup nsibi/iry uJde buJJinY d.inw. Is W,J nwlwiu/x urs BC Live 0 psf Design Date; in mbwunlwlucewJuner nvb Iai-edbiw/xu/N/A1'unJ/w'1'P/UN.1'l xpr�i/hWiunc Fur Yrn<rulpuWwur nyurdiny Juiyn reywnnbRiOl xrwuYq Weeriun YnJ A <ruuull Dunt/uryln.IY//inY llrurinY A/rIY/PIWr a•J%Ywxl'I'rYu<l",1/1/L-9/.SYmwuy.ElrWYYYHuble6wnlAr'/'rW.PIu111a ulr,SYJ D'llnuJriu Drivr,AlYJuw,,1V/537/Y and".ku BC Dead 10 psf Revision No: P.O.Box 725 Stevenson,CT 06491(mail) Jwd RupunxibJbiu%nlbe/k iYn Prwux UrvulvinY AlWul Plwr('wmra'I<dW uJ iiuurx",(FI'C'A I-1YYS 421 Old Zoar Rd.Monroe,CT 06468(ship) Total 47 paf Rev. Date: (203)452-7111 (800)9724260 4Slul annnrelurplwa lW<J un rbis Juirn urr Nubbinx Lw'Als unJ l.w'Als/LC Robbim£i/Yb,rwinYC'unnwrw WWr('uJr Apquvu£R(1C:19b-/5. Lumber SI 1.15 Run Date: 08/17/01 (203)452-0339 telt Fw xddbiunulinywrlunrlo/wnw//Y. .f w%iuxx"/'rrblhmilA",Tl=/,suxxJWirn nwrg nux'Plur<n/.tpluna undahA ae nV.,i,b,/wan*iva Plate SI 1.15 Version: 9.1.030 Spacing 24.0 in. Drawing: ONLINE PLUS"Version:9.1.030 Engineering-Landscape 8/171012:45 40 PM Page 1 Job: C391R Mark: T3 Quantity: 1 Type: FI Span: 300000 PI-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P LTLANTIC CONTRACTING imported jobs LOCK 20 Gripping Values max:514.0 min:250.7 CHORD WEB Top Chord. NOTES: DL4LL Deflection in 0.31" in Member G-C HEMBR CSI FORCE DISP WEIRS. CHI FORCE TCL 2X 4 SPF-12 1. Trusses Manu featured by: TRUSS TECH INC. A -F 0.97 329C 7- 9-15 H -F 0.08 179T T1U 2X 4 SPF-2100 2. Analysi.a Conforea To: TPI (ANSI/TPI 1-1995). F -B 0.64 366T 7- 2- 1 F -E 0.49 778C T2U 2X 4 SPF-12 3. Empirical Analog used. B -G 0.86 9090 7- 2- 1 E -B 0.44 1115C Bottom Chord. 4. Repetitive aa0bar stress used. G -C 0.05 IIISC 7- 9-15 B -D 0.44 971T 2X 4 SPF-12 S. LATERAL BRACING D -G 0.19 531C Webs Top Chord: Continuous. A -W 0.44 318T 6- 2- 7 W3 2X 4 SPF-STUD Btm Chord: Continuous H -E 0.20 239T 5- 6- 9 Max CSI Top 0.97 W21, 2X 4 SPF-STUD I lateral brace required on members: E-B E -S1 0.24 168T 3- 3- 0 Max CSI Bot 0.66 W1L 2X 4 SPF-12 Attach 2.4 Conti nuoua lateral bracing with 12) ad naile at the S1-D 0.45 168T 5- 9- 6 Max CSI Nabs 0.49 NlR 2X 4 SPF-12 locations shown D -C 0.66 3042T 9- 2-30 W2R 2X 4 SPF-STUD 6. Wind Load& - ANSI/ASCE 7-98 Gable Studs Trues is designed as a Main Wind-Force Resistance System. 2X 4 SPF-STUD Wind Speed: 05 mph HO 4- 1 HO 4- 1 Mean Roof Height: 25 O Exposure Category: C O O Occupancy Category: 1 O O ODiBuilding Type: esetl O O Oceanline Distance; 30 Miles TC Dead Load: 7.0 psf _-------- 15-_0-_0 _ 1 15- 0- 0 r BC Dead Load: 10.0 pet 7. Fasten true% to bearing A for 60 lbs of uplift. *2.5X4 While permitting no upward movement of wall(*) or bearings) U S. Overhang loads used in reactions only. 25x9 *2•5x9 LoadCase Reactions *2. * . 5x6 EE E C S. Standard Loading 500 1617 857 M *2 5X4 B * Auto Wind From Left 37 269 87 *2.5X4 2.5x4 Auto Wind From Left 2 194 482 112 K 0 AA Auto Wind From Right 28 267 97 5 X 1° Auto Wind From Right 2 15 462 319 5X8 Auto Wird 11 Ridge -60 14 -34 6-11-13 *2 5X4 9SiPLF GSPL 6- 7- 1 3x5 1 A gg 3x5 1_ *2.5x9 C H E y p J 2.5x4 N 3x4 V *2,5x4 3x5 E OF Net. *2.5x9 L *2.5*9 P *2.5x4 Z FF y�rt�t• LAS YO4 *2.5x9 2.5x9 T *2.5x4 *2.5x9 1� ti90 r Q *2.5x4 W r *2.5x9 *2.5x4 rX R R� 00 *2AA6002.5x4 W:600 iC 500 R:1617 R: 857 0 60 S1 s?384 41? 3x5 U: 39 p'POFESSIONry _ _ Cf 9- 0 i 18- 3- 0 IF I 1 AUG 2 3 2001 _-' 3°- °- ° 1 ; ALL PLATES ARE LOCK20 Scale:0.150"=1' 7RUWARNING PROVIDE FAILURE TU OLLUW CUULU GUI'£PROPER'7'YI)AAIAGEORPfit%'ONAL/NJURY Standard Loading Designer: ('UPIES UFT/U.1. 1'.1'UE1'/(.N%'U 711E RU/LDING UE1'IGNERANU ERE(TUR('(lN'FR4r'l'UR Truss Tech Ince 1A1P0R7AN7'N(J/'ES' Ihu(runb-1 Dewr Jraq neJ sit rhe reyurw unJ ry eifiewi nuJrbe ruannwnwrJWiv Juu/builJin rWn TC Live 30 POE Checker: NONE ASSIG bui/✓inY✓rrifnwYburproi,, iunu rhe duJJin Jeri nrr.tlaabr n•uvrnwno+/ruxnu Y 9vuuu/.iuundirw r/unG abs inrwpuruaJ inarhr TC Dead 7 sf Reviewer: uubJ' Jurin f Y Y Y 4 1/wwuhuPPwr ufinJiviJuul nu+r xwndw+unlJ.Addirmnulmnymruryb...1,a inx.. P uy Yrunmurriun urh rwpun+ibiliry/de rrrrrur.AJJuiwalpernwxenlbmrin,uJ1h..ee'.17 muw.re it darrrpuxribiliry flbr builJbq J.•ri nee/hsipr uuJ wwrsiulr sire 8C Live 0 psf Design Date: N+ubwuwiIn"aWNuncr wbh/wru e✓biun+ujNlA1'wJ/w TPI/AN.Y/+preifiawiwre Pw Yrrovu/YuiJuncrrqurJiuY Jeuyn rr+pwuibi/uy,awugq erwriun unJ brucixC+'un+sib NunwinY/nwu//inY lLwinY A/wu/Plum('unne a•J IYuuJ%iavrs",NL9/.Yunwwry.4rew uvullubleJuun(br�ru++Pluro/nnbwr,SYI U'(In fiu Dim,A/uJa�n,1V/SJ)/9 wrJ".1Yu SC Dead 10 psf Revision No: P.O.Box 725 Stevenson,CT 06481(mail) ✓urJReywn+i6i/Ker in Me/lr+iyn gwen/nvulviny Alrru!%weC'wnwieJ Wuu✓Truuex',7Y7YA 1-/Y95 421 Old Zoar Rd.Mwroe,CT 06468(ship) Total 47 psf Rev. Date: (203N52-0111 (800)672-0260 h/wu/cunnaiwp/ww/iveJ un Nu✓r+ifn sire RubdinrLwbla unJL«*1eNS Robbins Engineering('unnee(w Pfwr('uJY Ap .I..EU(A Y,15. Lumber SI 1.15 Run Date: 08/17/01 (203)452-03387a% Fw uJJbbnul irrywrrurw7njwmrrfwrrefera Truri%brh lh:aihheer 7T-1,nuu Jniln awes,buw pfu+smwrr pfuns un✓wbrr+runywnybq injwwriun Plate SI 1.15 Version: 9.1.030 Spacing 24.0 in. Drawing: ONLINE PLUS"Version:9.1.030 Engineenng-Landscape 8117/012:45:41 PM Page 1 Job: C391R Mark: T4 Quantity: 14 Type: FI Span: 300000 P1-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P \TLAWTIC CONTRACTING imported jobs LOCI( 20 Gripping Valuss max:514.0 min:250.7 CHORD WE8 Top Chords NOTES: DL+LL Deflection MEI�R CeI FORCE pISP MEM S CSI FORCE 2X 4 SPF-42 1. Tr...as Manufactured by: TRUSS TECH INC. t0.56" at Joint S1 A -F 0.94 2960C 7- 9-14 F -E 0.23 531C Bottom Chorda DL+LL Di&Pl acementCXorx) is 0.10• at Joint C F -B 0.90 2534C 7- 2- 2 E -S 0.36 913T 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). B -G 0.90 2534C 7- 2- 2 B -D 0.36 913T Webs 2X 4 SPF-2100 3. Empirical Analog used. G -C 0.94 2860C 7- 9-14 D -G 0.23 531C W2 2X 4 SPF-STUD 4. Repetitive member stress used. 5. LATERAL SPACING A -E 0.65 2645T 30- 2-10 Max CSI Top 0.94 W1 2X 4 SPF-42 Top Chord: Continuo.. 1771 E -N 0.56 1771T 2-11-13 Max CSI Bot 0.65 Bim Chord: Continuous H -S3 0.54 1773T 1- 9- 9 Max CSI Nabs 0.36 6. Wind Loads - ANBI/ASCE 7-98 S1-I 0.54 1771T 1- 9- 9 True. is designed as a Main Hind-Force Resistance System. I -D 0.56 1771T 2-11-13 Wind Spsad: 95 mph D -C 0.65 2645T 10- 2-10 Mean Roof Height: 25 Exposure Category: C Occupancy Category: 1 Building Type: Enclosed OCe&nline Distance: 30 Miles TC Dead Load: 7.0 pug BC Dead Load: 10.0 pef 7. Fasten truss to bearing A for 92 lbs of uplift. S. Fasten trues to bearing C for 70 lba of uplift. While permitting no upward movement of vallis) or bearing(&) HO 4- 1 HO 4- 1 9. Overhang loads used in reactions only. O O O LoadCaae Reactions O O A C O O Auto BOCA Loading 1559 1559 O Auto Wind From Left 177 167 _TC r L. 15- 0- 0 15- 0- 0 1, j Aute Wind From Left 2 464 276 Auto Wind From Right 167 177 5 x 6 Auto Wind From Right 2 273 475 Auto Wind II Ridge -92 -70 B Auto BOCA Loading Total Deign Loads ( Uniform Load. (paf) TC 379 -15- 0- 0 to 379 0 5 TC 379 0 to 379 15- 0- 0 5x8 5x8 BC 109 -15- 0- 0 to 108 -1- 9- 9 6-11-13 SPLF GSPL BC 30e -1- 9- 9 to 309 1- 9- 9 Sc 109 1- 9- 9 to 109 15- 0- 0 6- 7- 1 4x6 4x6 A C E H S1 I D , W:600 3x5 3x8 3x5 W:600 R:1559 R:1559 U: OF Ne*_ 92 U: 70 �S6 4, yt��y v. LA y9®�+ 3 0- 0- 0 30- 0- 0 RI ALL PLATES ARE LOCK20 r W � .ZW V 62384% F't �FESSIO" Scale:0.160"=1' A 2 3 2001 Epxti NG fA/L UR£%'O lJLG[IIY('(IUCD(AU.1'£PROP£N%'Y DAALIG£l1R YEXS'UNALINdURY PRUY/U£('OPIE.VOF%7/!A'%N0.1:1'OE1'/GNTO%NEBV/LUIN(I)AF.V/GNERANDERE(TOR('ON'I'RA('%'UR Auto BOCA Loading Designer: Truss eeh Inc. IAIP0R7AATN07EA' 7hur/urvhuxb... ye/gonuu4ny TC Live 30 pef Checker: NONE ASSIG rmqunenr,in a vviriru)June,ro br inun0urunJ into/hr bui/Jwf Jn'iyn uttbrsprr�awiun u/tbr buil✓uq Jrignre lbuuu/y rryuurWwm duxa/b/ur lwerul aupl+wt JwJiviJuul/ruu nwwbrn wdy.AJJu/w,ultrnyururybrurinym uume TC Dead 7 psf Reviewer: std Joy Jwiny sunmuniun¢tb re ii6iliry/rhe rrenw.AJJbiwu/per.o,b,,um, rAe uvrru//rvuqure iv All 1,ninn.ibi/ily ufdr building d'u.a p,unJnwreriuL urs INC Live 0 p9f Design Date: uMruntwl4n'wJunre wuA/weir r✓uiwu/NlG1'un�rLPl/AMS/�pr<�eWiuna fw grnr/411.4W4nrrf Y4/Jmy JCYlgn/ra/Nn1YlAlli/y,a(W4yr,r/A'/lW1 W,J 6/4Cwg.<4,m4It "Handling lmw/IinY E/uuiny Alrml Plun('unns red Ww,J 1ruurr",/)//4Yl A'unww y.l'Arrt uvui/uA/sJrwn dr Duo Pluto/nudwq ill/)'!)nu/.....rive,A/.Joon,11%iJ]/Y and".uu SC Dead 10 pef Revision NO: P.O,Box 725 SleVMS00,CT 06491(mail) d,udR ywnaibd✓irs m/Ar Derlyn Rw'ur lnvu/vbtb•h/rNl Plwe fflaud 421 Old 2.oar Rd.Monroe,CT 06468(ship) Total 47 paf Rev. Date: (203)452-0111 (800)972.4280 A!u/^l<^^^"<r°rI'/utrx/smJun du Jniyn urr Rubbim LucA]u unJLw'A7e/!.X Rdbins EnyinrwuyCb.nrrtw P/Wr G'w/4 Appuv4C RIXA Y6/1 Lumber SI 1.15 Run Date: 08/17/01 (203)452-0339 tax fwuJ✓diw.ul inyuntunt inf murionr j•rm'1'ruu 7oh Lrmihh.•rti%:I,On-hugs nd-,/runplu<rnowdmimulomnu<vn n b Jwunxiw. Plate SI 1.15 Version: 9.1.030 / 4'^yinY Spacing 24.0 in. Drawing: ONLINE PLUSH"Version:9.1.030 Engineeling-Landscape 8/17/01 2:45.42 PM Page 7 I Job: C391R Mark: T5 .,Quantity: 2 Type: MQ Span: 380000 P1-Hl: 5 Left OH: 1- 0- 0 P Right ON: 1- 0- 0 P ATLANTIC C6NTRACTING imported jobs LOCK 20 Gripping values max:514.0 mi.:250.7 CHORD WEB Top Chord. NOTES: DLaLL Deflection is MEMBR CSI FORCE DISP MEMBR CSI FORCE TIL 2X 4 SPF-2100 1. Tr...as Manufactured by: TRUSS TECH INC. I A -L 0.60 889T 6- 9- 4 L -K 0.17 506C T1U 2X 4 SPF-2100 DULL D1splacsmenClHorz)s) iin Member X-S1 9 0.07" at Joint C L -H 0.60 1130T 6- 1- 6 K -H 0.87 2226C T2U 2X 4 SPF-12 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). H -B 0.31 977C 6- 1- 6 H -E 0.30 703T T2L 2X 4 SPF-12 3. Empirical Analog used. B -I 0.55 978C 6- 1- 6 E -B 0.12 310T Bottom Chorda 4. Repetitive member &tris used. I -J 0.62 2005C 6- 1- 6 E -I 0.45 679C5. LATERAL BRACING J -C 0.66 2377C 6- 9- 4 I -D 0.26 595T Webs 2X 4 SPF-12 Top Chord: Continuous D -J 0.21 479C WS 2X 4SPF-3 TUD etm Chord: Continuous A -K 0.52 SO1C 8- 4-12 1 lateral brace required on mambets: E-I K-H K -31 0.59 372T 7- 5-12 W6 2X 4 SPF-12 Attach 2x4 continuous lateral bracing with (2) ed nails at the Max CSI Top 0.66 W2 2% 4 SPF-12 locations shown sl-E 0.45 372T 3- 1- a Max CSI But 0.86 W1 2X 4 SPF-12 6. Wind Loads - ANSI/ASCE 7-98 E -s2 0.73 1557T 3- 1- 0 Max CSI Webs 0.87 W3R 2X 4 SPF-STUD Truss is designed as a Main Wind-Force Resistance 6ystam. S2-D 0.70 1557T 6- 0-10 W4R 2X 4 SPF-STUD Wind Speed: 85 mph D -C 0.06 2198T 9- 9-14 Cable Studs Mian Roof Height: 25 _ Gel 2X 4 SPF-STUD Exposure Category; C G32 2% 4 SPF-STUD Occupancy Category: 1 G33 2X 4 SPF-STUD Building Type: Enclosed GS5 2X 4 SPF-STUD Oceanline Distance: 30 Miles GS4 2X 4 SPF-STUD TC Dead Load: 7.0 psf GS6 2X 4 SPF-STUD BC Dead Load: 10.0 p.f Gas 2X 4 SPF-STUD 7. Fasten truss to cant. bearing(s) for 503 Ion uplift. GS7 2X 4 SPF-STUD S. Prevent truss rotation at all bearing locations. GS10 2X 4 SPP-STUD 9. Anchor truss for a total horizontal load of 114 Its. HO 4- 1 GS1L 2X 4 SPF-12 10. Fasten trues to bearing K for 279 The of uplift. 0 HO 4- 1 While permitting no upward movement of wall(g) or bearing(&) G 11. Overhang loads used 1n reactions only. o - G G TCT11 19- 0- 019- D_ 0 ,h LoadC..o Reactions K C 2.5x4 Standard Loading 2382 1346 • 11 Auto Wind From Left 73 216 Auto Wind From Left 2 507 252 _.5x4 Auto Wind Frac Right 332 222 • GG Auto Wind From Right 2 496 537 '2.5x4 •2.5x4 Auto Wind II Ridge -279 72 SPL S CC 2.5x9 '2.Q 5x4 '2.Y 5x6 5x4 KK •2.5x4 B l x4 0 5x6 3 H 1 8- 7-13 5x8 5x8 '2.5x4 L St JSPL 8- 3- 1 3x5 M 4x5 A 2. x4 !• A r N K X88 S42.5rx4 p j OF NE Cant:8- 1-12'2.5x4 9 x6U'2•.31F43W5 4X8 LL 3X4 yt L. LAC 0 P '2.5x4 EE '2.5x4 ,``r� hrq •f ,o.5x4 W '2.5x4 p A R .SxZ JJ ,2.5x4 f 2.5x9 M `3.5x4 S2 r W: 1� DD 3x5 WoGDO A W R:23Ax4 '2.5x4 R:1346 VIN_' �le V U: 2A0 FF f�G $? 1 24 2.5x4 '2.5x4 3 84 BCI 8- 4-12 i 29- 7- "4 I OFE5510N 1'y i 3d- 0- D AUG 01 ALL PLATES ARE LOCK20 Scale:0.074"= 1' WARNING %AILI/R£'/'1111LLCIIVC'(IUL1)CAV.1'EPNOP£NI'YUAMA(;EORP£R1'IINAL/NJURI' Standard Loading PRfII'/UE('!1P/E1'GF 77/!.1%'NU111'DEy1GN%'ll%1/£RUIIJANG DEI'IGNERAND ERECTIIR C'/IN!'RAC"IIIA g Designer: Truss Tech Ince IAIPORIANTNOYES %ai,oun Aa,been Je,ixnsJ oohs n•urw unJ, ri,cwi nu rAr euwunwr un u,dividuul buil Jin•vn w TC Live 30 psf Checker: NONE ASSIG 4 /w'l / A y xenr,in a v✓rriru fdws•,m b.•/n,,,r/,wwrd Luo Me TC Dead O'b"Id-lixnwlAe,pecifirwiun✓1-,uhiiliaxih,q nec .AddY,.sIN, s,Aoan uJw/wwul,up/xxi nfwJiviJuu/nw+awadrn wJl.Adds onul lenyanury bruainl'ru uswe 7 psf Reviewer: +mbi/iry Junnyrued...I x,s rb rse iaii fNAV.,,rsaw.AJJui,wulprmunw,r barL,Y ufrbe uvwu/I uruwurr u rbr rrv+un,ibiliry u/,be buildinx Je+inw.Dwiln unJ nweuri„A urs• BC Live in,ub,runriuusdh.,u&wo,/urrvri.i,.n,.,led %luo.'1'/,/,enJi¢wiunx Pw Yrawu/( 'Junes raxwJixy Jr,ixn re dbili uwu 0 psf Design Date: "NunJ/inY lnLullinY drucug Alrru/PlursC'wme reJ ll'auJ Trw,w",///R.91.Yuaunw 4ArU uvuilub/r +P'w n. re,erarri,u,sad br.ru,Y,r„a,uR BC Dead P.O.BOX 725 Stevenson,CT 06491(mall) J,vJR Y•• I�n,the Trua/ywelnuirwe,513 D'Onufri.Dnivr,Abda.,IV/S37/Y w,d",1'm 10 PSf Revision NO: 421 Old Zoar Rd.Monroe,CT 06468(ship) r'P""+ibauir,;,,rA`ur'ixn Prw,r+,/ ro; AIu„1/awe rw.arwd wwn/7ra+.r+ wixA 1_Ivvt Total 47 psf Rev. Data: (203)452-0111 (800)9724260 Mwufcunnrctwp/ws,/iwrJ an rbu Jr+ixn ore Nubbin+LmAle mrJLwA38D& Rubbbs ExYinewu,YCexnerfw Plws C'uJeAppruvuk/tIXAVb-/S Lumber SI 1.15 Run Date: 08/17/01 (203)452-0339 fax Fw uJJuianuliny,,.rruxr uJ nwr;,,nrfrm rn„%r.A/1waR,Arw i1-/,vu++d 'naww,rr.,, Plate SI 1.15 Version: a+'x /Jwvnwm pluu'unJuAwuruny,uxyiny wl wwwa 9.1.030 Spacing 24.0 in. Drawing: ONLINE PLUS Version:9.1.030 Engineering-Landscape 8/17/01 2:45:43 PM Page 1 Job: C391R Mark: T6 Quantity: 14 Type: MQ Span: 380000 Pl-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P ATLANTIC CONTRACTING imported jobs LACK 20 Grippinrj'Values max;s14.0 min:250.7 CHORD WEN Top Chords NOTES: WER DLaLL Deflection, is 0.451• at Joint L A _G OC9D FORCEBBT 6IS3- 0 KElIDR 0056 FORCE 2073C Bottom Chords2X 4 2. 1. Trusses Manufactured by: TRUSS TECH INC. DLaLL DisplacementlHorr) is 0.07•' at Joint C H -8 0.59 14660 6- 4- 8 G -F 0.62 2073034T Hurt. BIL 2% 4 SPF-Y2 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). G -S3 0.73 1354C 25- 0- 7 F -H 0.46 695C HIM 2% 4 SPF-12 3. Empirical Analog Used. S3-H 0.57 1264C 16- 7-15 H -E 0.16 236T BIR 2X 4 SPF-2300 4. Repetitive member stress used. H -1 0.57 1466C 6- 1- 6 E -B 0.27 676T Webs 5. LATERAL SPACING I -J 0.64 25690 6- 1- 6 E -I 0.48 9280 WS 2% 4 SPF-STUD Top Chord: Continuous J -C 0.65 2934C 6- 9- 4 I -D 0.29 665T W4L 2X 4 SPF-12 Bta Chord: Continuous D -J 0.21 460C W3L 2X 4 SPF-STUD I lateral brace required members: E-I A -K 0.34 711C 6- 3- 0 W2L 2% 4 SPF-12 Attach 2x4 continuous lateral all bracing nq with (2) ed nails at the K -F 0.35 7110 6- 4- 3 Max CSI Top 0.90 W1 2X 4 SPP-12 locations shown F -S1 0.34 116ST 3- 3- 0 Max CSI Bot O.SS 6. Wand Loads - ANSI/ASCE 7-98 S1-E 0.66 1169T 3- 1- B W2R 2X 4 SPF-12 Trues ie designed as a Main Wind-Force Resistance System. E -82 0.88 Max CSI Webs 0.62 W3R 2% 4 BPF-STUD Wind Speed: 85 mph 32-L 0.48 2045T 3- 1- 8 W4R 2X 4 SPF-STUD Mean Roof Height: 25 ' _ 2045T 1- 4- 2 L -M 0.49 2045T 2- 5- 3 Exposure Category: C M -D 0.51 2045T 2- 3- 4 Occupancy Category: 1 D -C 0.58 2707T 9- 9-15 Building Type: Enclosed Oceanline Distance: 30 Milas TC Dead Load: 7.0 psf BC Dead Load: 10.0 paf 7. Fasten trues to cant. bearing(II) for 375 Its uplift. HO 4- 1 B. Prevent trues rotation at all bearing locations. HO 4- 1 9. Anchor trues for a total horizontal load of 114 lbs. 00 O 10. Fasten truss to bearing K for 215 lbs of uplift. O O While permitting no upward movement of wall(a) or bearing(s) O n O 11. Overhang loads used in reaction. only. 19-- o- 0_ i 19- 0- 0 !' 1 Loadcaea Reactions K C 5x6 Auto BOG Loading 2260 1565 Auto Wand From Left 112 194 B Auto Wind From Left 2 517 259 Auto Wind From Right 295 225 3x6 5x6 3x4 Auto Wind From Right 2 446 551 1 S 3 Auto Wind IIRidge -215 26 ){ 1 Auto BOCA Loading Total D..... Load. Uniform Loads (psf) 8- 7-13 4x6 5 5X6 TC 378 -19- 0- 0 to 379 0 G JSPL TC 37e 0 to 379 19- D- 0 8- 3- 1 BC 109 -19- 0- 0 to 100 4- 5-10 3x5 BC 308 4- 5-30 to 300 6-10-13 4 x 6 BC 109 6-30-13 to 109 19- 0- 0 -L_ A C K F S1 E S2 L M D Cant:6- 0- 0 3x4 5x6 3x5 4x8 3x6 3x4 M h S%.OF NEN. 1,1 W:600 W:600 h t* �. LAS 0, R:2260 R:1565 A� ti90 U: 215 O r z m BC 6- 3- -0 - 1 31- 9- 0rX 38- 0- 0 Z tit ALL PLATES ARE LOCK20 SF 62384• t? pROFE5510N*y AUG 2 3 2001 Scale:0.125_1' WARNING FAII URE 10 11-(11VCOU1.1)CAUSEPR(IPEILDINGDaI NERA1'D RRETORL Auto BOCA Loading PRIIV/Lf('llP/Eb'IIF�//l.Y%R1Lffi U£.Y/GN%'(177/EUU/LI)/NU/1£.1'/GNfN ANII fRfI%IIP C'!1N%'RA(%YIP g DBDigner: Truss Tech Inca IA/PORTANTNO7'£Y 7Au ho box brrn JeairnrJ w(Arm uew unJa TC Live 30 psf Checker: NONE ASSIG ,/. J 4 ryafrwiwr ul+Arew/pnwr ua un in JiviJuu/buifJinY(pnywnm4w vrr+ieu Plm,e,wybe inrwpwu JAupµr buil✓inY Jraiyn w+hra iuv+iunu Ihr builJinY Juifnw.HrurAlA rryuhrnlel✓x aAuwn u'furlWwuhup/wrl ufinJivWuul hon nlenJrrx un AJ✓ulwullra.wur 4u1w mulm/e TC Dead 7 psf Reviewer: wubJiO JurinC awnahualiunuµrra/wnaµiliry u/µr ermxw.A✓Juiunulprrwunrp+brurinY uJfbr uveiull ahwrurc u+Arrnpunaibi/i4•uf/Ae IuRJwA•Jwiller.Uraiyx upJ nw/rrish wr in aubwnwiu/ucrW✓unw x•1µ/wru r✓uA,p.JNUd'uu✓w TP/qN.1'/iPrrifawiunx Fw rrwwd q BC Live 0 psf Design Date: Nuw/RnY lwwuRurY AruainY Nwu/P/WeCbnmI'd Ww.J Truaaea",/L/R-YlA'nnurwry,SArr+uvui dlfrom/Ar7 uu P/u+r/parr,Sll )'OmJiu/biv+qA/uJuunY11Y/SS1+Yland".1]u SC Dead 10 P.O.Box 725 Stevenson,CT 06491(mail) JwJRvw ibdifimI.A,D.4a HWna lnvulvinY Allo/Www Cunnward Wuu✓%%users",W7tA/-IYYS psf Revision No: 421 Old Zoar Rd.Monroe,CT 06468(ship) Total 47 paf Rev. Date: (203)452-0111 (900)972.4260 M1/rruhnnnw+wplwrx lWr✓mµk Jraixn Wr Roblim LWd2Y undLW32a/!.Y Rubbina£nYixrriinY Cwwrnw Plwr CuJr Agvpvu/:11lK;1 Y6-/S. Lumber SI 1.15 Run Date: 08/17/01 (203)452.0339 fax FW uJJAiunulLumberwywrmn/wjwnwriun/fnm Tiwa%:rb UwuUahru%7=1,rrusx JniYn nww,huuplu...asviwl /u+u unJuµW uvn,w in plate SI 1.15 Version: 9.1.030 Y 0' f A✓run . Spacing 24.0 in. Drawing: ONLINE PLUS VINSIOn:9.1.030 Engineenng-Landscape 8/17/01 2:45:44 PM Pagel I Job: C391R Mark: T7 Quantity: 1 Type: MQ Span: 300000 P1-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P ATLANTIC CONTRACTING imported jobs LOCK 20 Gripping Values max:514.0 min:250.7 Top Chords NOTES: Max CSI Top 0.17 2X 4 SPF-42 1. Trusses Manufactured by: TRUSS TECH INC. • Max CSI Bot 0.14 Bottom Chords 2. Analysis Conform. To: TPI (ANSI/TRI 1-1995). Max CSI Webs 0.11 2X 4 SPF-42 3. Empirical Analeg used. Gable Studs 4. Repetitive member stress used. 2K 4 SPF-STUD 5. LATERAL BRACING Top Chord: Continuous Btm Chord: Continuous 6. Wind Load* - ANSI/ASCE 7-98 Truss is designed as a Main Wind-Fores Resistance System. Wind Speed: 85 mph Mean Roof Height: 25 HO 4– 1 Exposure Category: C H0 4– 1 O Occupancy Category: 1 O O Building Type: Enclosed O O Oceanlins Distance: 30 Miles O O TC Dead Load: 7.0 psf O BC Dead Load: 10.0 psf TC 15– O– O 15– O– Q 7. Fasten trues to cant. bearing(.) for 360 !b. uplift. 8, Overhang loads used in reactions only. 2.5x4 LoadCa.e Reactions P A 2.5x4 Standard Loading 220 Auto Wind From Left -15 N Auto Wind From Left 2 11 Auto Wind From Right -21 Auto Wind From Right 2 20 SPL 2 5x4 5x6 2. 5x4 Auto Wind 11 Ridge -33 2.5x4 J 2.5x4 B 2.5x4 V —I 5x8 H L R 2.5x4 SPL T 6-11-13 2.5x4 F 51 5x8 6– 7– 1 3x5 D Z X 2.5x9 A 3x5 C E I M 4 U y=_ 2.5x4 G 2.5x4 K 2.5x4 0 2.5x4 S 2.5x4 W 2.5x4 AA 2. 5x4 2.5x4 2. 5x4 2.5x4 2.5x4 2.5x4 S1 �� OF NFIy Y 3x5 yc� y\-. LAOS °go- BCS f 30– 0– 0 i 30– 0– 0 r y/ ALL PLATES ARE LOCK20 F rW 62384 �c? AROFESSIONry AUG 1 Scale:0.162"=1' IVARAING £A/L UR£7'O 1I/.11)'V('IIUIU(AUA'E PRIIPERI YDAAIAG£oR PENI'(INAL/NJUHY YN(II9lIE('OP/EA'Of%]!/d'78111'.1'pE.1'lf,NT'/1%%/£/1U/lp/N4/1£i'/GNEN ANII£N£(.%%IR('!/N]'/Lt(TpN Standard Loading Designer: Truss Tech Ince AlP IR""1'AN!'NO/E1' %he Hoax boa Bern JniyneJ ur nc�rryue unJ aperfaainn uJMr rna.,uwrw un hu iviJnnl enilJiny rnny uirur,u,a ver4.plung m he iu.atpvv eJ inm the TC Live 30 psf Checker: NONE ]15SIG buJJinY Juixn wrAe yu:viJiiwiun Jrbe bodduy Jnie•„n.NruawY reyuir wn/x aboxn&fw hnruhuppwr uJ inJiviJuul Huss nwneerx AJJbwml nnynru l'brurinYmunun• P alvei/' Jnrin en TC Dead 7 sf Reviewer: % Yruormwiw,erb rnpumyufrAeel owmrdJJuioxulpermunrnNr.ruq oflbe uveal.aruw„n•u rbr rwponaibdiry llbe bu7/JixY Jai Hers/)eriiu mWnwruriula ore BC LiVfl in aubuunriul uaeurvlunaw wuA lwur rJuiunx uJNU,1'w,J/ur%P//ANSA ucicwunx £w Yexeiu/iuiJunaro rqur✓u,Y Jexyn reaµwaib ,nwuyr,wvxriun unJbruvinK.n'u,avlr 0 psf De9ign Date: P.O.Box 726 CT 06491111.11 NunJ/iny(nuu//inY Jlrw'inY A/rru/P/weCb wrrrJ lYunJ%yuuua`,/I1H-R/Sunmwry A'berruvuiluA/rfrw,Me%iuu P/al,1, _A 5YJ 11'(A Jriu prive,AluJuun,IV/Sll/9unJ`b'ru BC Dead 10 psf Revision No: 42101d 725 Stevenson,SteRd. enson,CT 6491(mail) JwJ Respu mibduiex in We Ueairn Auem/nvolvinY Alwul P/we CuanecrrJ lVuoJ%rutin IV/YA 1-/PYS Total 47 psf Rev. Date: (203)452-0111 (600)972.4260 Alwul runnMwplwnlieeJ un de Jesifn we Nubbins Lw:b20 unJ lu<d7R1/R Nubbins Enyinre�inYC'wmremr P/wr C'uJr Approval:RlKAY6-/S (203462.0339 taxLumber SI 1.15 Run Date: 08/17/01 £w uJJuiunulwpwmnr infurnwriun rr/rr m'1'runs'ferb/hmi/abeer 7T-I,.uu Jniyn nwn,rrvu'p/aewnwrplunr unJ wbrru<v in in umrwiun. Plate SI 1.15 Version: 9.1.030 ny,unY Y f Spacing 24.0 in. Drawing: ONLINE PLUSM Version:9.1.030 Engineering-Landscape 6117101 2:45:45 PM Page 1 Job: C391R Mark: TS Quantity: 11 Type: FI Span: 220000 P1-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P ATLANTIC CONTRACTING imported jobs LOCH 20 Gripping Babes max:514.0 .1.:250.7 CHORD NEB Top Chorda NOTES: NEWER CSI FORCE DISP MEMBR CSI FORCE 2X 4 SPF-02 1. Trusses Manufactured by: TRUSS TECH INC. DULL Def3eotion is 0.18•' in Member B-G A -F 0.47 1943C 5- 9-14 F -E 0.12 397C Bottom Chords 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). OLaLL Diaplacement(Horx) is 0.07" at Joint C F -B 0.47 1711C 5- 2- 2 E -B 0.26 603T 2X 4 SPF-b2 3. Empirical Analog used. B -G 0.47 1711C 5- 2- 2 B -D 0.26 603T Webs 4. Repetitive member etre_. us ad. G -C 0.47 2943C 5- 9-14 D -G 0.12 397C 2X 4 SPF-STUD 5. LATERAL BRACING Top Chord: Continuous A -E 0.63 1204T 7- 5-16 Max CSI Top 0.47 Bta Chord: Continuous E -S1 0.48 1204T 3- 5- 6 Max CSI WSoteb 0.63 6. Wind Loads - ANSI/ASCE 7-98 S1-D 0.48 1002T 3- 5- 6 Max CHI Webs 0.26 Truss is designed as a Hain Wind-Force Resistance System. D -C 0.63 1602T 7- fi-30 Wind Speed: 65 mph Mean Roof Height: 25 Exposure Category: C Occupancy Category: 1 Building Type: Enclosed -- Oceanline Distance: 30 Miles TC Dead Load: 7.0 psf SC Dead Load: 10.0 paf 7. Fasten truss to bearing A for 90 The of uplift. HO 4- 1 8. Fasten truss to bearing C for 90 lbs of uplift. O HO 4- 1 While permitting no upward movement of walls) or bearing(_) O 9. Overhang loads used in reactions only. O O O O O LoadCase Reactions1 -T-I� I 11- 0- 0 lO I Standard Loading 1112 112 11- 0-. Auto Wind Fr.. Left 122 129 Auto Wind From Right 129 122 5 x 6 Auto Wind II Ridge -90 -90 B 51 2. 5x9 2.5x4 5- 3-13 F G 4-11- 1 3x6 3x6 I- A C 1 E S1 D 11 2. 5x4 3x4 2.5x9 W:308 W:308 R:1112 R: 1112 ��5� �� NFw k U 90 U: 90 oy i. LAyg014r BC1 0 22- 0- 0 22- 0- 0 rn sr ALL PLATES ARE LOCK20 �+ A 6?384-% �lV R0FBSS ION ll" A 2001 Scale:0.214"=1' WARNING FA/IUR£T(1(1ILOWLOVI-11(AU1'£PIIOPFR1'YUAAI.4G£08P£k1'(1NA1INJURY Standard Loading Designer: PROVIBE('OP/£1'OF'71118'%NU.1'.1'UE17f.N JO i'!/£'BU1111/N(:DESIGNER AND£NECIO£('VNIR N JOR Truss Tech C Live 30 psf Checker: NONE ASSIG Inc.e /A1P(1R l'AN'1'N(1'(ET 'lde bu+aAw been Jr+ifneJmldr rryuwr wJ+Ferifuwliw�ufldr ru+Iunav ur un iuJiviJuu/bui/JixY runywnenl,inurerliaw Plwl{ru Aruw r.im,J miu. TC Dead 7 sf Reviewer: Aui/Jinx✓niyn wlhr rprrifirwiun uflhe builJinY JmiYnrc HruainY rryuurmu�b aAuxn ufw lulrru/ruFµnl u/ixJiviJuul buss mruJrn un(y.AJJuwnu(4•nywrury brmtixY lu inrure P xubiliry JYr/nY cun+lrur(wn ulb rrnpwuib✓y flAr rrntw.dJ✓ilinnu(Prrmunrnl bruewY u/IAr wrrull nrunun u'drru+puxaibJuy u/lAr buJ✓wY Jau nee Ue+il'n un✓nuurriu4 ore BC Live 0 psf Design Date: in+ubAunliulunnrJunaw u•ub loin!rJdimr ufN11.1'uwbw%'P//AMT/+perifwiwu Fw yrneru(kuiJwcr reyurJinY✓niyn rr+Pun+ibbiy.awuxq rrraliwi..d br..mg,a'wuud 'NuuwinY/.wwlinY llrorwY Mwu/P/we Cunne luJ Wau.J1'runr+",///u-9/.Taau..uryA•ben ur.Jablrfrum dr r,.;.Plow lnrlbwr,sYJ n'n.,friu/hive,A/uJi+uu,1173D/9 unJ".lYu ,IVIYA I-/995 BC Dead 10 paf Revision No: P.O.Box 725 Stevenson,CT 06491(maip turd Begwn+ibihles In A,1),4.Prwrss/nvu/vwY wew(P(.(e Cunnn�lr✓Wuw(7russw' Total 47 sf Rev. Date: 421 Old Zoar Rd.Monroe,CT 06468(ship) P (203)452-0111 (800)872.4260 ALvw rwnedwplwrs li+tr✓un es Jwifn urr Rubbing LwdlO un✓Iw31UN8 RabbiluEnrinrwwY('amrcmr P(wr,b'uJe Ap/uuvul:RO A96-/5. Lumber SI 1.15 Run Date: 08/17/01 (203)452-0339 fax Fm`'ddulunu(' wrtuw(nwnwliun'If"1-I''eu 7'nd Od-Il+deel IT I, "., A / Plate SI 1.15 Version: 9.1.030 !n4 J /iron Jrriyn nwu,bsn P(mxmem/Jun+unJ wbrr.a rn n•in•u�wumliun. Spacing 24.0 in. Drawing: ONLINE PLUSM Version:9.1.030 Engineering-Landscape 81171012 45 47 PM Page 1 Job: C391R Mark: T9 Quantity: 2 Type: FI Span: 220000 P1-H1: ATLANTIC CONTRACTING imported jobs 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P LOCK 20 Gripping values max 514.0 min:250.7 Max CSI Top 0.10 Top Chorda NOTES: Max CSI Bot 0.082x 4 SPF-12 1. True.e6 anufactured by: TRUSS TECH INC. .Max CSS Net. 0.06 Bottom Chords 2. AnalysisMConforms To: TPI (ANSI/TPI 1-1995). 2% s SPF-112 Gable Studs 3. Empirical Analog used. 4. Repetitive member atre.. u.ed. 2X 4 SPF-STUD 5. LATERAL BRACING Top Chord: Continuous Btm Chord: Continuous 6. Wind Loads - ANSI/ASCE 7-96 Trusa is designed as A Main Wind-Forca Resistance System. Wind Spoad: 85 mph Mean Root Height: 25 Exposure Category: C Occupancy Category: 1 Building Type: Encluead oceanline Distance: 30 Mile. TC Dead Load: 7.0 paf BC Dead Load: 10.0 psf 7. Fastan true. to bearing A for 65 lbs of uplift. While permitting no upward movement of walla) or bearing(a) 8. Overhang loads used in reaction. only. LoadCa.e R.aotion. A Standard Loading 185 Auto Wind From Left -20 Auto Wind From Right -28 HO 9- 1 Auto Wind If Rid,. -65 0 HO 4- 1 0 0 0 0 0 TC; 1C3 0 11- 0- 0 to 5x6 2.5x9 B 2.5x4 51 2.5x9 J M 2.5x9 of nfw 5- 3-13 2.5x9 2 Fx4 H 0 2.5x9 y�r�y L• LA tiYOgt 4-11- 1 3x9 D 4 2•Sx9 �O q A 3x4 L r l _ C r E G I K L N P R 2 T Zs s23 84 .5x4 2.5x9 2.5x9 2.5x,9 5x6 2.5x9 2.5x9 2.5x4 2.5x4 94 OFESSION SPL a I BC 22- 0- p _ AUG 2 3 2001 22- 0- 0 l ALL PLATES ARE LOCK20 WARNING Scale:0.219"=1' hA//.UNE'i'll ULLlIl1'C'!1Ul.U(AU.1'EYNfIYE'N%'1'bAAIAGE OR PfR1'llNdl.INJURY Truss Tech Ince PNIIV//lf('(IP/!:1'UYRUti1'U61YfN1O%MENUIII)IN(JtlfX/GNENAN/)iiii'%'(IN('(IN%RA('IUfi IAIPI/R7:1N'/'N(I"!'E1' 1Ju,.xrh,u Arrn JuigneJ u/theeguru unJ+/mn/uvryun,�rbr ruuunkr ux a,+in✓iriJuul bu;IJix•run Standard Loading Checker: builJbry✓rriyn ar rbe+prc�culirw x/rhr bui/duq Juiynrr.fita,my rryvbrnwnu down u/w lumruhup wrl f-Whale/au+x menaerx un/P.AJJbxxwllw, TC Live 30 psf Checker: NONE ASSIG uubiliry Juriny run+lrvrriun.W rr+ d ywnwµin u ven;ra Ylwe•,ro br inevryxuuaJ into rhe punxibi/tiy u/lhe srnl-r.AJJuiuxu/pwwunw.Mutiny JlArunralfurvrwrr ulhere+puruai/uy/Me bsilJM gwru Y hr.rbym buxrc TC Dead 7 psf Reviewer: u,+ub+runlu/arrwJwcr with/wr+r rJbiwu ufNAVA.,/w IMAN.1'/x rifawiunx Pw yrnwu/yvidanrr rryan;4,Jniyn 1-1-111i6J' yJuiner.!)eiiyx anJ nwreriuh ore 421 Old x725 Stevenson,CT 06481 mail y/"vel/my Auriny A/rmf plwr('u...ud wwr'>uxxrx•, yr ay,xwayr,r�sw;an uneh..i,,,remelt BC Live 0 psf Design Date: 1 !//KV/Swnwurry,l%err uizAIfrjnnr rhe Tr"u Plwr/Harbors,SNJ 11'[Iw�iu/)rrvG AIuJi+un,1{'/Ill/v unJ".1'm BC Dead 421 01d Zoar Rd.Monroe,CT 06468((ship) JwJRupunnbifbir+;n rhe Orx;yn gwru Lmu/viny Alrwl pwr(bnnnvrJ lVuuJ%ru++rx',N%Y.A/-/YFS 10 paf Revision No: (209N52-0111 (600)872.4260 Alew/runnrwuiplwrr lureJun rho Je+iyn ore Nubh;nx/.ud2s unJ Lwh2aKC Ruhbua£nyineerbry C'wmeuw PoweCbJe AYymvA:1/l1CA v4/I. Total 47 psf Rev. Date; 1203)452-0330faxYw uJJb/unuf inywnunl bJ nwliwrrjrm%ru+x Terh Lrwi/+h.•el iT- Lumber SI 1.15 Run Date: 08/17/01 1,euu Jrxiyn nwr;vuu Ylarwnexlplanx andwbrru runYxw)•iny hlwanlwr Plate SI .1.15 Version: 9.1.030 Spacing 24.0 in. Drawing: ONLINE PLUS Version:9.1.030 Engineering-Landscape 8/17/012:45:49 PM Page 1 PARTS LIST MARK QTY. MARK QTY. Ile0 0 rn U V 0 (CJ REVISIONS DATE G2 a M � O V N C ,re o eM a V c to Pon ` P C q o 1A an 5 Ne9 meIn � o : a d N v GUNTHER RES �_ ROOF TRUSS PLACE Pic WAA L ale �I 31I 31I � � SCALE: 3/16"=1'-0" DATE: 8/23/01 DRAWN BY; TLL REFER TO TRUSS TECH DETAIL SHEET TT-2, HIB-91 AND INDIVIDUAL TRUSS DESIGNS FOR IMPORTANT INFORMATION ACAD LAYOUT: =- _ C397 R 8/23/07.DWG � `� REVISIONS NI 2/9/01 GENE.AL TYPICAL ROOFING 25 YR. ASPHALT FISERGLASS ROOFING - ISSUANCES SHINGLE BY 'TAHCO" COLOR TO 8E RUSTIC VIRGINIA SLATE T O SOUTNOL� TYPICAL SIDING TO 8E TRIPLE 3 WHITE VINYL SIpING ® O ®_ ® O ® ® O ® ® W/ WHITE TRIYI AND ACCESSORIES -_- - - - _ - - URNED WOOD �y C� 0 ^ m -gI-AFI-HUTTM I i' - W I - N Z l2 I I I Lr� L_J I I I I I I I I I I I I U I I I I I I H I I I I I II ti FRON -T ELEVA' 1 1ON 6 w o Z yy 20 O •Fh''�'fttity. OCCUPANCY AS ED -- _ -- -- OR DATE. 4P 5Fz-_1 B.P.ftOT�'uI USF OS UNLAWFUL -- 3�- -_ ._- p� -- - — - - -- - - _-_ -- __-_ - - - -- _ - _ ,- 1E K s4� FLS Ry _ o l,� pp I�'e(�5 ti i NOTIFY et,ll nlrJ' IaF'V 4l.LY iyl Y 11 I�C�T ATp . p , � I, � tl � p --FEE- 765 9 Ad' T� o Ir rr ^nl ,La " _ I RLTE UNDERWRITECERTIFICATE � zl r o I P n1 RS REQUIRED au L CNaT T.0.P. ALPLUMBING THE REQUIREN4EF'PI, ALL PLUMBINGLTT WASTE FSI - ---- — - _-_ - _ - TE STING BEFORE COVERING RPM - --._.--_— � DESIGN OR CONSTRJCrIDN ER,t, O STATE CONS7RUC 1 �' � g WATER LINES NEED _ CODES NOT RESPOiJ 311 —_ - - US rp NOT PROCEED ONFRAMINGSURVEY 01 DER IN r "CEEIa 21#'0 OF r% l PROPC ,�:D GRADE r — - _ I 11ryTITy,11 Jl�, N N I L 2617 J I --- AREAWAY As REO. I L 2619 I I PROVIDE SMOKE-DETECTING If copper tubing is used [J O ALARM DEVICES for water distributing I I I I AS TO PART. 721-1 system; Piping shall 6e W � N.Y.S BUILDING CODE. of types 4=r L only wul PROVIDE OPENINGS FOR PROVIDE % HR. FIRE EMERGENCY ESCAPE AS RATED SEPARATION TO REQUIRED BY PART. 714 OF PART. 717.3 (f) (1) OF _----�__� N.Y. STATE BUILDING CODE. N.Y. STATE BUILDING CODE. F F W F •, FL PROVIDE ANTI-SCALD AND/OR 0 x THERMAL SHOCK PREVENTING c n REAR E L E v A — I O I V DEVICES AS TO PART. 902.6(K) a^wN cam= N.Y. STATE BUILDING CODE. - oRMI"I NOTED I"ICG 12/HO/o0 '/�Ly N.rx /°Yssc .q.+a ]ay.l cows ns �<c,>u..«o eeT NurHeea Eflxct—m/ aFi�i<s' REVISIONS _O" 771_bn A a'-4" �. a'-4" 4 5'-2" ISSUANCES I FY:—ICAL FOUNDATION WALL B'—o" HIGH x B" THICK POURED CONIC. FOUND. WALL ON 10" THICK BY 20" 3— 2xBWIDE POURED CONC. FOOTING. / CCA GIRDER L — — / SOIL BEARING CAPACITY USED FOR 6X6 CCA POST ON FOUNDATION DESIGN HAS BEEN ASSUMED Y 2m SONOTUBE PIER AS 2 000 P.S.F. FOOTINGS MUST REST ON ON 20"4' x12" P.C. FTG. UNL.I�TURBED SOIL. NOTIFY TH_ ARCHITECT I I DROP TOP OF PIER OR TO PLACING FOOTINGS SO THAT —2'-0" HE ABOVE ASSUMPTIONS MAY BE VERIFIED- 4 � ALL FOOTINGS SHALL BE FLUSH TOP. y Y S ?= QNECESSARY 70 LOW rI,INGS, ELEVAT ONS OF ADJACENT W mNm FFFFFF''"' TINGS SHALL BE ADJUSTED TO LIMIT I N w @ I — x TEPPING TO ONE VERTICAL TO TWO ORIZONTAL. POUR LOWEST FCaOTIG FIRST. H `D = I 2"x B" CCA LEDGER I lV xm in M 10 2813 2BI3 LL CONCRETE SHA HAVE '" W LL VE A MINIMUM �j [� Y � � . - - - - - - - - — — — — — — — E2BSIDAYSTU NNLESS Z,000 E.5.1. G C wl r —I r - - - - -- - - 2— 1 3/4"x9 1/2" _ J L - J _ � -. B° ® L M-L. ® ALL CONCRETE WORK AND FORM WORK F.D. 15i_6u 15' 6" I'-4' 12'-2" '-2° ,• 4" F.D. I 15'-6" I - 01710N.). PIER COMPLY WITH A.C.I. 310 (LATEST U m I - PIER PIER PIER PIER - - - - - — I N 4 � �= fa• w ROVIDE 2—SS BARS OONTINOUS IN ALL W r \ _ F INGS, UNLESS OTERWISE NOTED F N PLANS OR IN SECTIONS. I I 0 - - - - - - - q H — I " ETS" FOR WALLS BEAMS, AND SLABS J LL U J I LL U !L CLL I E SAI-S. AS SHOWN IN SECTIONS 25'—B' m 4 m (V 13 I] <7 F _1 r DROP TOP OF _ 2—I 3/4'x9 v2" uUR. TYPICAL 3 1/2"0 BTL PIER — 6 1/2" � l - OF�UE N N — T COL. ON 24"x24"x I2" \ DEEP P.0 F-I G ROM L J L J TYP. FOR 9 = (� FURNACE/ Q 6 (Q UP I Q W H.W. HTR. I 1 12RI 1 TOP OF WALL TO RELIEVE ALUM. TERMITE Q WELD AND STYROFOAM SILL SEALER, SILL PLATE. CON IN VOVS r , 3- I 3/4" x r , G I/2" m r , _ 1J-I 1�� MICRO - r , LAM r GIRDER E ANCHOR BOLTS TO BE INSTALLED @ V-O" o I L J L J L J L J L J L J L J L I _-II C., 2'-O FROM CORNERS. I I I i 8°- I B° I pLITCHED GIRDERS TO BE CONNECTED B' 41i B�_4n BI_4' BI_4n B�_4n BI_,qn BI_41I WT 112"0 CARRIAGE 6,p'FROM ENDS. I6" O.C. In 9 1/2" P.L. FLOOR JOISTS 0 GIRDERS VZ O F q S REQUIRED TO MATCH 2x10 FLR. JSTS. L F ry .JCN DRY Q < If1 O U N 2 z OPEN CELLAR z 6, —UNHEATED0 CLG. HT. 1 TYPICAL I 0 _� `� —4" P.C. SLAB ON COMPACTED FILL 0 - L` AS REQ. v Z ' z I ,- I 1 mI I I .. I - I I I Y 6 24"X3G"x12" — —DROP CORNER=9" DROP CORNER —9" P.C. FTG. x ' — — CONTINUOUS 3— 3/4'x 11 7/8" �— I"IIGRO—LAM GIRDER — _ .. — — — — — — — — L _ - — TYPICAL _. _ — — — — — — — _ � � + — P.G. PIER r I _ — a L - - - - - - - - - - - - - - - - - _ J 1 W z 7 I F 2`115" CONTINUOUS LEDGER � I glfl U Gx6 CCA POST ON I Uy 12x12 P.G. PIER ON `!)W 20"x20"x12" P.C. FTG I NO A DROP TOP OF PIER 3- 2.S 7 .71 GGA GIRDER Q A P-i LL - - - - - — — �I—J L--..IIIA(/-- - - - - - i� I `LINE OF PORCH ABOVE L - - - - - - - - I B,. all /� 4 G'-4" 151_6" 29'—O" 15'-6" B'-2" ` O w F F F 0 w F OU N DATION FLAN a N SCALE : 114 " = 11 _01' RwHEY RI"If'I NOTED GUf OEY 1"ICG 12/30/00 SHE4T NVMBE1 - REVISIONS ry11 H/9/0I GENERAL O.A. NOTICE BUILDER'S PLANS GG'-4" THE CONTRACTOR WARRANTS TO THE DESIGNER -- - THAT HE POSSESSES THE PARTICULAR COMPETENCE - - AND SKILL IN CONSTRUCTION NECESSARY TO BUILD THIS PROJECT WITHOUT FULL ENGINEERING AND DESIGN SERVICES AND FOR THE REASON THAT THE CL CONTRACTOR WISHES TO RELY UPON HIS OWN 8'-4" 17'-6" COMPETENCE. THE CONTRACTOR OR OWNER HAS RESTRICTED THE DESIGNER'S SCOPE OF PROFESSIONAL SERVICES. IN RELIANCE ON THE CONTRACTOR'S BILCO. FND. WARRANTY AND THE EXPRESS REQUEST OF THE ISSUANCES CONTRACTOR OR OWNER. THE DESIGNER HAS UNDERTAKEN A LIMITED SCOPE OF PROFESSIONAL o�Te SERVICES. THE CONSTRUCTION DOCUMENTS PROVIDED BY THE LIMITED SERVICES SHALL BE TERMED T.O. SOUTWOLD "BUILDERS PLANS" IN RECOGNITION OF THE Di CONTRACTORS SOPHISTICATION. CONSTRUCTION WILL REQUIRE THAT THE CONTRACTOR ADAPT THE BUILDERS PLANS" TO THE FIELD CONDITIONS 5'-O" IO'-O" 5'-O" ENCOUNTERED AND MAKE LOGICAL ADJUSTMENTS IN FIT, FORM, DIMENSION, AND QUANTITY THAT ARE TREATED ONLY GENERALLY BY THE BUILDERS DECK \ 4Q PLANS". IN THE EVENT ADDITIONAL DETAIL OR GUIDANCE IS NEEDED BY THE CONTRACTOR OR Q V V OWNER FOR THE CONSTRUCTION OF ANY ASPECT OF THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE Ill 20'-0" 7'-6" w DESIGNER. FAILURE TO GIVE A SIMPLE NOTICE OZ I m Q I SHALL RELIEVE THE DESIGNER OF RESPONSIBILITY FOR THE CONSEQUENCES. r 1 ARA1 2442 2442 AR41 2442 2442 FwGGOGII �p W (3)-2"x12" - (3)-2"x12" DR. CB)-2"x12" (B)—:2 ,120:HDR. ObO 1 1^4 GENERAL NOTES: Fy ___ --- TUB - O 666 TUB M1 CL I W D REF_ OO �` BILCO ALL WORK IS TO CONFORM TO STATE, COUNTY, AND ^ pp I CL S. ry I m 1 G" IF THE BUIILDINGAt_ CODES- SD ES NOT COMPIFY THE LY, BEFORE MAK NG W U F G" 11 411 qn Q qll RANGE 5'—O" 21 -2l' 10'— " = 5'—O" �2' .� 81_Gn 221_2n /M.W. L_ - ANY CHANGES. �I� rT' N __ _ _ `9 LJ 7W� t0 All _ v� SED M W. SEDROOM @ Q UTILI' Y �A" O ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES [� m II /b 0 AND AN UNDERWRITER'S INSPECTION AND CERTIFICATE H MAST. Q 1 ry ry Z m ry 0 2860 m MUST BE OBTAINED AFTER COMPLETION. F O ATH I J - SATI 1 I KITGI LEN V CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND W U a CONDITIONS AT THE SITE AND SHALL BE RESPONSIBLE IG v ,C p m Q P NTR m B'-0" CCG. HT. T__ - I,aW7`'ll. f o v O - 0 - - I v SATI-I w C - 41� ry r FOR THE PROPER JOINING OF HIS WORK TO THE WORK I V. SI_GII 2 0n ryab0 W �j OF OTHER TRADES O E~ J____ T � ry m 0 � ry ry U= _ � ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO V �0 LL b Q = N m L _ DIMENSIONS SHALL BE SCALED. IF THERE ARE ANY ~ A (2)-2"x12" HDR. - - Q p_ x QUESTIONS OR DISCREPANCIES, CONTACT THE OFFICE Ij) _ pry o W In I a !ACEI 2068 LI Q Q DN q a Q m N ° DN OF THE ARCHITECT. ^ s _I N d N _ I —I- 1 w 0 ry m U w B6 _ } - 26( G m - m 2860 In Q m _ 3068 U.L.-APPROVED SMOKE DETECTORS SHALL BE EITHER m 8 Q F Q PHOTOELECTRIC OR IONIZATION TYPE, AND SHALL BE v W - - K DIRECTLY CONNECTED TO A LIGHTING CIRCUIT, WITH NO Q O G F 2G B F,IDGE 26CB "ALL q o a w RIDGE - - - - " r m O INTERVENING WALL SWITCH. ll It I 31_011 II I._OII _ _ _A 8'- 10"I 4n 15' -4" 4n 5'—G° 2'-0' - 9'_1011 > 0 p } 01 Q m m _ m Q 4n qn m N � 2442 — — _ e V RIDGE FRAMING NOTES: S cl OS. } 10 FRAMING LUMBER SHALL BE OF THE FOLLOWING PIASTER 2GGB I' O MINIMUM GRADE AND SPECIES FOR THE SPECIFIED 2 0 ;':cDROOM LIVING ROOM _I FAMILY ROOM r USE. ALL LUMBER SHALL BE GRADE STAMPED BY 4 <W ryaN _ . . C . N Q CA RECOGNIZED GRADING AGENCY AND SHALL BE W J 4 3'-O" CCGHTB'-O" CGHT. _ / - B'-O" GL . HT. SURFACE DRY. $ y � O" —o" \ 25'-2" A. RAFTER, JOISTS, BEAMS, AND GIRDERS TO `ab i, qn BE DOUGLAS FIR LARCH DENSE NO.2. B. STUDS AND PLATES TO BE DOUGLAS FIR - CI OS \ 2GGB LARCH CONSTRUCTION GRADE. PLYWOOD SHEATHING SHALL BE A.P.A. GRADE 40 (B) 2"x12" HDR. Gu All G" (B)--2"x12' upR. STAMPED FOR SPECIFIED SPAN, SHALL BE TO THE IS'-O" FOLLOWING THICKNESS. 2442 2442 - 2442 2442 p 1 L- -- — (3)-2"x12" HDR C )- "x12" H R. (B)-21lx12' HDR. I rr — — — — — J I SUBFLOORS. B/4" ry J O= I ry SHEATHING: 1/2° ROOF SHEATHING2 5/e" W/ "H" CLIPS 2442 2442 -1 2442 2442 l 0 1 - - z DOUBLE ALL FRAMING UNDER PARTITIONS �1 V DECKG BIDS. tD ICN p ' U PAR,4LLEL TO FRAMING AND AROUND OPENINGS. J I COVERED PORCH a W Z � � ry } � q 7 A 3 _ 2 x 10 CGA _ Dhl _ PORCH _ ROOF— GIRDER TURNED O —I J POST TRUSS NOTES: / PROPOSED TRUSSES SHALL BE CERTIFIED BY THE TRUSS MANUFACTURER FOR THE SPANS AND CONDITIONS AllO 411 q" SHOWN ON THESE PLANS. SHOP DRAWINGS AND LOADING CALCULATIONS SHALL BE SUBMITTED AND SHALL COMPLY WITH THE LOCAL BUILDING CODE. C CE TRUSSES SHALL BE INSTALLED AND SECURED IN w O 7'-9" 7'-9" ACCORDANCE WITH THE TRUSS MANUFACTURERS SPECIFICATIONS > 0 gl_gll 151._G" 29'_OI' 15�_G�� ,4 _00 I—J YYY PORCH pAi fr . 2'-011 3G ?( G0 — /Sao I� 0 79'-G" O.A. 14 f & = A3U a /7 IB xa x g = /LO FHi fFTj,� w F I RST FLOOR PLAN � F 0 w °a � 20 0 S . F . SCALE : 1 /4 " = I ' — OI' a m a "v E5CA or REV I5ION5 No nE I 2/9/0 GENERAL ISSUANCES TITLE D� T o. sou-ruoLo ry 12 -- 12 - TYPICAL RAKE HD. 5� 5� WRAPPEDRW/WHITE ALUM. �-'• - �\ T.O.P. �1 O.H. — TYP. Zy E-I � •' � 3 1/2" VINYL - ® T--Y--PIEAi I �Q co mrc _ E-- 1".15" 1"x B" RIM BD. N 2013 L_J I 1 L_J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I i I I I I I I I I I I I I I I L _1 ______________ _J--------- __ —J L_______ _1 —1__________ _J________ —L iz I C" -F FL. EVA -F I ON cl LEFT � 1_ �V �.T 10 — b ,SCALE : 1 /4" = 1 ' — O " SCALE : I /4" = 1 ' — O" TYPICAL ROOF CONSTRUCTION TYPICAL WALL CONSTRUCTION TYPICAL ROOFING OVER 151+ BLDG. FELT VINYL SIDING OVER SYRFOAM HACKER OVER 5/5" CDX PLYWD. WITH GALV. BOARD OVER "TYVEK"THOMEWRAPO VAPOR BARRIER OVER 1/2" CDX PLYWD. N" CLIPS P 24" O.C. OVER PREFABRICATED WITH R-19 SHEATHING OVER 2x6 STUDS c 16' O.G. ENERGY CALCULATIONS= ROOF TRUSSES � 24" O.G. R UE INSULATION BETWEEN W/ -19 FIBERGLASS INSL. BETWEN THE PROPOSED RESIDENCE EXCEEDS Fj Z TYPICAL TYPE "A" ROOF THE YORKMINIM REOUI CONSERVENTSATION TI THE FLS H NEW YORK ENERGY CONSERVATION UO TRUSS @ 24" O.C. \ CONSTRUCTION CODE. ^ ^ 6 N u 1"x B" FASCIA BD. WRAPPED "/ALUM. R-Iq TOP OF PLT. O T^ 'MMMMNJJJJJI' VI FACIA BD. v2" GYP. C40 0 WRAPPED W/ WHITE ALUM_ \ WHITE VINYL 2x12 H R. VENTED BEADED }}}---�� WHITE VINYL PORCH PANEL N 3-2x10 GGA BEADED PORCH �9, vET1r TeR� RmF W H WRAPPED W/ PANEL OVER 244 WOOD PAINTEDI/s" cox FLrw�. _ WHITE I ROOF m ' L r L................ \\ R-19 c ___________i______i____ ` dila iz• ice• �r �a ra.__-��, �� I TOP OF SUE, Fl. ____ I ,____- _il xx X1 k i i ( X YDS 9 1/2" x GPI/25 FI'.. JET. 4 16" O.C. Hill 8- 1 3/4"x G IJ2"J 2 1 1 2.8 CCA M.L. GIRDER a a LEDGER F n• 3 �' 1 I� rT I I LAG BOLTED ® 16" O.C. _ �DAMPROOFING �c o 171 L—J 3 1/2.0 h •x wcl c.o ic. STL. COL. U W sEP1�� srsTE,-� a DETAIL C� "' T FRONT PORCH 4" P.G. SLAH� � w PLUI"IBING RISER DIAGRAM a N T S G RAWN➢Y SCwLE �\ J EC -F I ON DRMM NCTED 1�J ..T Nu SCALE : I /4" = 1 ' — O" OF REVISIONS 4 NI 2/9/01 GENERAL FOUNDATION NOTES: SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED 22'-O" O.A. 22'-�' AS 2 000 P.S.F. FOOTINGS MUST REST ON UNDISTURBED SOIL. NOTIFY THE ARCHITECT PRIOR TO PLACING FOOTINGS SO THAT THE ABOVE ASSUMPTIONS MAY BE VERIFIED. - --- -- - WALL FOOTINGS SHALL BE FLUSH TOP. SHOULD IT BE NECESSARY TO LOWER ISSUANCES - FOOTINGS, ELEVATIONS OF ADJACENT -- -- FOOTINGS SHALL BE ADJUSTED TO LIMIT STEPPING TO ONE VERTICAL TO TWO onrE nn,E HORIZONTAL. POUR LOWEST FOOTIG FIRST. v¢°.°. T_o_ souruoLo Ir I O" I '• " FLYING ." �• GABLE ALL CONCRETE SHALL HAVE A MINIMUM II- COMPRESSIVE STRENGTH OF 3, P.S.I..SAFTER 28 DAYS, UNLESS OTHERWISE SE SPECIFIED. DOOR • 20'-8" 21'-4" ALL CONCRETE WORK AND FORM WORK SHALL COMPLY WITH A.C.I. 3115 (LATEST EDITION. I I I o o PROVIDE 2-xe5 EARS CONTINOUS IN ALL I � 2 — GAR NPLANS OR INSECTIONS. OUNLESS EISE NOTED UNEXECAVATED i GARAGE O "KEYS" FOR WALLS BEAMS, AND SLABS • I 4' POURED CONCRETE SLAB W/ I - UNHEATED - MUST BE PROVIDE6 AS SHOWN IN SECTIONS N 0 4-4x10-10 WELDED WIRE MESH OR DETAILS. OVER COMPACTED CLEAN FILL W — _ Q I I Q Q _ _ _ _ - - - — _ _ _ _ — _ a " m o I I I I o of o o la o W U dH � m71 m FOUNDATION WALL W > N 5" HN N PO RED _ 3 N I o FRONT ELEVATION ON T6''!CWIDE a"" THOK.CCONTINOUS F4 .g ' _ P.C. FOOTING, 36" MIN. BELOW GRADE F••� r 1 9 q � v 1J 7 W IL " I ry IL SCALE: 1/4"= 1'-O" NOTE r F x = TOP OF FOUND. WALL TO RELIEVE v 115" ANCHOR BOLTS @ 4'-O" O.C. H TYPICAL ROOFING 2'-0" FROM CORNERS, STYROFOAM r SILL SEALER, ALUM. TERMITE SHIELD I( Q I t 1-2x4 CCA PLT. DROP TOP OF END. WALL -12" TO L ALLOW FOR 6" HAUNCH SLAB I -J 4- 1 3/4" x 14" M.L. HDR. Ly//%//,�% Y///,;,:""' "',:i',II I;",%G%////,%/,/1,111 , // — s -_--------------_ FRAMING NOTES: L6x80 O.H. DOOR _ JJ FRAMING LUMBER SHALL m OF THE FOLLOWING V - MINIMUM GRADE AND SPECIES FOR THE SPECIFIED 6xb POST USE. ALL LUMBER SHALL BE GRADE STAMPED BY W/ 5/4" A RECOGNIZED GRADING AGENCY AND SHALL BE JAMB "RAPPED FASCIA SURFACE DRY. RAPPED W/ WHITE Al A. RAFTER, JOISTS, BEAMS, AND GIRDERS TO b� X60 2'-II" 16'-2" M.O. 2'-II" 3'-O" 16'-O" -O" — BE DOUGLAS FIR - LARCH DENSE Q Tj TYPICAL e. STUDS AND PLATES TO BE DOUGLASS FI FIR SIDING LARCH CONS?'RUCTION GRADE. 4 22'-0" 22'-0" O.A. I y yb� Zo(IfIO PLYWOOD SHEATHING SHALL BE A.P.A. GRADE STAMPED FOR SPECIFIED SPAN, SHALL BE TO THE FOLLOWING THICKNESS= FOUNDATION PLAN PLAN SHEATHING, ROOF SHEATHING. I/2" — DOUBLE ALL FRAMING UNDER PARTITIONS SCALE: I/4"=1'-O" SCALE: I/4"=1 '-O" C PARALLEL TO FRAMING AND AROUND OPENINGS. REAR ELEVATION GENERAL NOTES: ALL WORK IS TO CONFORM TO STATE, COUNTY, AND ^ LOCAL CODES. NOTIFY THE ARCHITECT AND/OR OWNER SCALE: 114"= 1 '-0" IF THE BUILDINGS DOES NOT COMPLY, BEFORE MAKING A1 ANY CHANGES. 1-1 ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES {'f� AND AN UNDERWRITER'S INSPECTION AND CERTIFICATE �i•� TYPICAL ROOF CONSTRUCTION MUST BE OBTAINED AFTER COMPLETION. E•'1 TYPICAL ROOFING OVER 15# BLDG. FELT WITH GALV. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TYPICAL RAKE BD. OVER �/8" CDX PLYWD. I"x4"xl"x B" WRAPPED CUPS 0 24" O.C. OVER PREFABRICATED CONDITIONS AT THE SITE AND SHALL BE RESPONSIBLE T/I W/ WHITE ALUM. ROOF FRUSSES 2A' O.C. FOR THE PROPER JOINING OF -Hl5 WORK TO THE WORK V� 12 12 OF OTHER TRADES 5� �5 ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DIMENSIONS SHALL BE SCALED. IF THERE ARE ANYJill W QUESTIONS OR DISCREPANCIES, CONTACT THE OFFICE OF THE ARCHITECT. H TOP OF PLT. rT` Vil U.L.-APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION TYPE, AND SHALL BE DIRECTLY CONNECTED TO A LIGHTING CIRCUIT, WITH NO �y /IV••I INTERVENING WALL SWITCH. _ I I O LLU 6 6 U TYPICAL WALL CONSTRUCTION VINYL SIDING OVER STYROFOAM BACKER BOARD OVER "TYVEK" HOMEW RAP VAPOR BARRIER OVER 1/2" Cl PLYWp. SHEATHING OVER 2.4 STUDS 16" O.C. TOP OF FNO, W a F 1U F - - - - - - - - - - - - - - - - - - — — — — — — — — — — — - - - - - �ZX24 = Syssr- ri RIGHT ELEVATION LEFT ELEVATION CROSS SECTION RMM NOTED c Ec En sv nwcE SCALE: 114"=1'-0" SCALE: 114"=1'-O" SCALE: V r REV ISIQNS' . - - - P GHAM ES,- - 7g'-G" O.A. - - - - - - - T40T10E BUILDER'S PLANS 2-_O" 6g'-4" THE CONTRACTOR WARRANTS TO THE DESIGNER _ - THAT HE POSSESSES THE PARTICULAR COMPETENCE - - _ - AND SKILL IN CONSTRUCTION NECESSARY TO BUILD - THIS PROJECT WITHOUT FULL ENGINEERING AND DESIGN SERVICES AND FOR THE REASON THAT THE - - - CONTRACTOR WISHES TO RELY UPON HIS OWN 10'-2" - 8'-2" 8'-4" 14'-8" 7'-6" - 17'-6" V-2" COMPETENCE. THE CONTRACTOR OR OWNER HAS. RESTRICTED THE DESIGNER'S SCOPE OF PROFESSIONAL - - - SERVICES. 'IN RELIANCEON THE CONTRACTOR'S' BILCO. FNp. WARRANTY AND THE EXPRESS- REOUEST OF THE ,. - _ "I'?=jrj(, ANEs CONTRACTOR OR OWNER_ THE -DESIGNER HAS - - UNDERTAKEN A LIMITED SCOPE OF PROFESSIONAL DA]'E nne' SERVICES. THE CONSTRUCTION DOCUMENTS PROVIDED _ - - BY THE LIMITED SERVICES SHALL BE TERMED iisoior 2p. spu'PNouo 'G} - BUILDERS PLANS" IN RECOGNITION OF THE _ CONTRACTORS SOPHISTICATION. CONSTRUCTION WILL - - REQUIRE THAT THE CONTRACTOR ENCOUNTERED PLANE" TO MAKE 'FIELO COAPT THE „ " 5'-0° FIELD CONDITIONS 10'-O LOGICAL ADJUSTMENTS 'IN FIT, FORM, DIMENSION, AND QUANTITY THAT ARE' - - - TREATED ONLY GENERALLY THE BUILDERS DECK 4 PLANA". IN THE EVENT ADDITIONAL DETAIL OR GUIDANCE IS BY THE OWNER FOR THEEDED CCONSTRUCTION CONT ANYT ASPECT OF W THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE 20'-0" T-6" nn DESIGNER. FAILURE TO GIVE A SIMPLE NOTICE SHALL RELIEVE FOR EQ HE DESIGNER OF RESPONSIBILITY i0 IDN AR41 2442 24421 AR41 2442 2442 FA lo0 ( )_ 12 HDR. -__ -___ _--(3)-2"x12" HDR J-2x l2 3 2x OO \ L_ IF HE BUIL IINGSDOES NOT CO PLT BEFOREMIFY THE ARCHITECT ANDIOR OAKING= r_ n r r_ rl 22'-2 /1"NG > N ALL WORK IS TO CONFORM TO STATE, COUNTY,LOCAL RANGENER ul r''5' O" 21 2" IO'- II O 738 6 y '>,n ��Ip n ' � BED M BEDROOM ° V UTILI Y �41' ALL ELECTRICAL WORK IA TO COMPLY- WITH ALL CODESAND AN UNDERWRITER'S INSPECTION AND CERTIFICATEN mMUST BE OBTAINED'AFTER COMPLETION.MAST: ' BATT I U O _ Qi ry KITGT EN U CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND _ - CONDITIONS AT THE SITE AND SHALL BE RESPONSIBLE VJ l .c a 0111 I V BATH P NTR 0'-O" CLC. _ a c _ 1 FOR THE PROPER JOINING IN OF HIS WORK TO THE WOR OL�9 I V. 8 -6n w.C- 2' On OI"0 W W OF OTHER TRADES O N G K - e - I n 0 ---- � (� V _ 1 N N N ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO Q ry DIMENSIONS SHALL BE SCALED. IF THERE ARE ANY ~ m OR. - - 43 IL Oj OUESTIONS OR DISCREPANCIES, CONTACT THE OFFICE �A 7( N O W '0 ' I-ISLET 2060 LI � �' ON N Oj 1 g Ury OF THE ARCHITECT. m I N } � _ N / In V N - ! Q U.L--APPROVED SMOKE DETECTORS SHALL BE EITHER Q _ 10 U 6s _ F Q 2668 m 111 2060 ! Q - © O PHOTOELECTRIC OR IONIZATION TYPE, AND SHALL BE ol - DIRECTLY CONNECTED TO A LIGHTING CIRCUIT; WITH NO lv Q H _ _ _ — - - — - - - — O INTERVENING WALL SWITCH. O 0 Ip m )- F 26 B I RIDGE - — _ 26t8 HALL 4 - LL W N RIDGE � 4" 5r_bP 2�_2,r I g'-10" > 31_On p U 22'_6n a w ry _ - A 0 - ' N In ro v Q 4" 4" _ = F L 2442 \ - _ - RIDGE W e � FRAMING NOTES. a m 4 FRAMING LUMBER SHALL BE OF THE FOLLOWING - _ MASTER 2660 r MINIMUM GRADE AND SPECIES FOR THE SPECIFIED 0 BEDROOM LIVING ROOM N FAM I LY ROOM - USE. ALL LUMBER SHALL BE GRADE STAMPED BY d 41 cp A RECOGNIZED GRADING AGENCY AND SHALL BE ry I W-O" CLG. HT. SURFACE ORY. B' O' CLG. HT. B'-O" CLG. IHT. O m n - 4n 21 O" ?6 12'-10" 18'-O" 25'-2" A: RAFTER, JOISTS, BEAMS, AND GIRDERS TO H BE DOUGLAS FIR - LARCH DENSE NO-2. _ - ' B. STUDS AND PLATESTOBE DOUGLAS FIR - 4'I LARCH CONSTRUCTION GRADE. G q5. 2660 - ob0 I 'I PLYWOOD SHEATHING SHALL BE A.P.A. GRADE _ ry. (3J-2"x12" HDR. STAMPED FOR SPECIFIED SPAN, SHALL BE TO THE 3) T g xl2" HDR- bu � Orr (a"- ,y m FOLLOWING THICKNESSe .I 2442 _2442- (3J-2"x12" HDR ( J- "x12" H R. (3)-2"x12" HDR. y �/ — 2442 2442 J SUBFLOORSr 3/4" r SHEATHING, 1/2" ROOF SHEATHING. 6/0" W/ "H" CLIPS- 2442 2442 - 2442 2442 16 W I _ U DOUBLE ALL FRAMING UNDER PARTITIONS t u U I PARALLEL TO FRAMING AND AROUND OPENINGS. U J oecK BDs COVERED PORCH D n A 0. a � 0 - 3 _- 2 x IO GCA _ ON - PORGN _ ROOF_ GIRDER bnxbr� _ . Z O TURNED r_` Vxl. TRESS NOTESr ' W - - - - - A ] a PROPOSED TRUSSES SHALL BE CERTIFIED BY THE TRUSS MANUFACTURER FOR THE SPANS AND CONDITIONS _ 4n SHOWN ON THERE PLANS. SHOP DRAW INCA AND LOADING ("�"I 0;, 4" WITHCALCULATIONSLOC SHALL BE SUBMITTED AND SHALL COMPLY T� O" a'-4" 10'-0" 11 WITH THE LOCAL BUtLD1NG CODE. V1 CE TRUSSES SHALL BE INSTALLED AND SECURED IN W 5'_q" g'-q" S'-g" 5'-g° 7'-g" 7'-g" ACCORDANCE WITH THE TRUSS MANUFACTURERS SPECT SPECIFICATIONS 151_6P W A a PORCH O.A. � . w FIRS FLOOR PLAN F F 2030 15 . F . SCALE : I /411 = 1 ' -01' - - - MGG 12 - kh n L - - ' EV i 10 S,, R S N - - TYPICAL RAKE BD. I <' WRAPPED FOUNDATION NOTES: - - W/ WHITE ALUM. - ,- _ 12 SOIL BEARING CAPACITY USED FOR 22'-0" O.A. 221-0" - 5� -- - FOUNDATION DESIGN HAS BEEN ASSUMED - - - AS 2,000 P.S.F. FOOTINGS MUST REST- ON -. UNDISTURBED SOIL. NOTIFY THE ARCHITECT - -- PRIOR TO PLACING FOOTINGS 90-THAT. -- - - -- '- THE ABOVE ASSUMPTIONS MAY BE VERIFIED. WALL FOOTINGS SHALL BE FLUSH TOP. - - LOUVER SHOULD IT BE NECESSARY F TO LOWER :, 1�jSUANCES — — — — — — — — — — — FOTO ING9 SHALL AHENADJOUSTED TONLIM4T �a°o: T.o ' souTwoLb m - STEHORPPING TO ONE LERTICALFTTOTTG FIRST- - IRST. 5' . - r • —. � FLYING r - -_- GABLE ALL CONCRETE O CRETESHALL HAVE A MINIMUM STRENGTH COMPRESSIVE OF 5,000 P.S.I. • _ _ _ ___-_ AFTER 25 DAYS, UNLESS OTHERWISE - .1 SPECIFIED. _ _ _ $° 4" B° 4" -- I6°x o.H. DOOR -- ALL CONCRETE WORK AND FORM WORK • 201-8 ' 21'-4° - -- SHALL COMPLY WITH A.0.1. SIB (LATEST ' EDITION). PROVIDE 2-u5 BARS CONTINOUS IN ALL _ 2 - CAR - - - - FOOTINGS, UNLESS OTERWISE NOTED UNEXEGAVATED GARAGE N N _ ON PLANS OR IN SECTIONS. Wt - I - - • I 414 OOURODw CONCRETE SLAB M SH / I I UNHEATED O "KEYS" FOR WALLS BEAMS AND SLABS 1"I MUST BE PROVIDES AS SHOWN IN SECTIONS H OVER COMPACTED CLEAN FILL W 1 OR DETAILS. - [. m y C WI O ( I f O m 0 Q 1 0 m 0 W Uw - -{- m I t- - m --� - - FOUNDATION WALL W > OI I I N �j Iv NLL Iv �j u g u " Q FRONT ELEVAT ION B" THICK POURED CONCRETE WALL ON 16" WIDE x S"6" MIN. GR CONTINOx 6 If v .- _ P.C. FOOTING, 3 . BELOW GRADE 11 � x D. ! O SCALE: 1 /4",= 1.-O" NOTE TOP OF FOUND. WALL TO RECIEVE 18" ANCHOR W _ - _ IL4 I a I N ry TYPICAL ROOFING 2'-0" FROM CORNERS, STY STYROFOAM �wjy d I SEALER, FLT.UM. TERMITE SHIELD 4 1-2.A DROP TOP OF FND. WALL -12" TO ALLOW FOR 6" HAUNCH SLAB -- - - -- - - , I ..L <— —. — — —,— —..: " 9J - _—_—_—_—___—_—_—_ _ - - FRAMING NOTES, L J 4 I 3/4' x 14 M.L. HDR. — T — 16xB0 O.H DOOR J - 24"0 ---- - -- -- a -{-/ - J"OU E. -- FRAMING LUMBER SHALL BE OF THE FOLLOW - co Q \ - - - - LOUVER�.. - - INC MINIMUM GRADE AND SPECIES FOR THE SPECIFIED 4x6 POST - --- - - - -VINYL FRIEZE - - - - - USE. ALL LUMBER SHALL BE GRADE STAMPED BY 4 W/ 6/4" -- - - - ----- -- - BD -`-- - -- - - -- A RECOGNIZED GRADING AGENCY AND SHALL BE FASCIA SURFACE DRY. WRAPPED W/ _ - - - _ - -- - __ -- - -_ - -_ WHITE ALUM. Qi •i' A. RAFTER, JOISTS, BEAMS, AND GIRDERS-TO OO M� p,,•a - - - BE DOUGLAS FIR - LARCH DENSE N0.2. --- - TYPICAL - "-' - B. DOUGLAS FIR - - NO 2 -- - - - - SIDING --- - - - -- LARCH STRUCTIN GRADE. O STUDS AND PLATES TO BE CN E G. - : - - 22:_O�I - 221_O�I O.A. -- - - - " -- �_- -- - -- - -- -- -- � PLYWOOD SHEATHING SHALL BE A.P.A. GRADE _ �Q --- - FOLLO IN FOR SPECIFIED SPAN, SHALL BE TO THE . - - -- -- - - ------ - -- -- -- - -- FOLLOWING THICKNESS. ' SHEATHING. 1/2" FOUNDATION PLAN PLAN ROOF SHEATHING. I/2" — DOUBLE ALL FRAMING UNDER PARTITIONS n SCALE: I/4"=1'-0" SCALE I/4°- I'-0° Ir-` PARALLEL TO FRAMING AND AROUND OPENINGS. "u REAR ELEVATION GENERAL NOTES: ALL WORK IS TO CONFORM TO STATE, COUNTY, AND ^ `� LOCAL CODES. NOTIFY THE ARCHITECT AND/OR OWNER TYPICAL ROOF CONSTRUCTION SCALE I/4"= 1'-O" IF THE BUILDINGS DOES NOT COMPLY, BEFORE MAKING - ANY CHANGES. a - TYPICAL ROOFING OVER 1BU BLW. FELT OVER 5/5" COX FLYWD. WITH GALV. - _ O `- 'H" CLIPS 0 24" O.C. OVER PREFABRICATED ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES W yWyy ROOF TRUSSES 0 24" O.C. AND AN UNDERWRITER'S INSPECTION AND CERTIFICATE' ' MUST BE OBTAINED AFTER COMPLETION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND O CONDITIONS AT THE SITE AND SHALL BE RESPONSIBLE TA ' FOR THE PROPER JOINING OF HIS WORK TO THE WORK VI 12 OF OTHER TRADES - ' __ _ -- ALTHOUGH THESE PLANS ARE PRAWN TO SCALE, NO X1� DISCREPANCIES, CONTACT THE OFFICE OF THE ARCHITECT. _ DIMENSIONS SHALL BE SCALED. IF THERE ARE ANY QUESTIONS OR DISCR E9 E ' TDP OF PLT. - ' _ - U.L.-APPROVED SMOKE DETECTORS SHALL BE EITHER ALL BE PHOTOELECTRIC E� CIIONDH DIRECTLY LY CONNECTED TO AGHTNG CIRCUIT, WITH NO �I INTERVENING WALL SWITCH TYP _ m - - - - - - 6 U TYPICAL WALL CONSTRUCTION VINYL SIDING OVER �TYROFOAM BACKER BOARD OVER "TYVEKI HO1- COX AGE VAPOR BARRIER OVER I/2COX PLYWD. - ___ TOP OF FND. SHEATHING OVER 2a4 STUDS 1 I4" O.C. ,W . F - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - 0 w - - - - - - - - T - - - - - - - - - 'IL ORA VNHV H RIGS-1T ELEVATION LEFT - ELEVATCROSS SECTION ION :22- - SCALE: I/4"= I'-0" - - SCALE: I/4"=1'-O" - SCALE: I/4"=1'-O" " - BHEHTNVMBHI!