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Home My WebLink About30885-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31695 Date: 07/20/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 855 PINE NECK RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 5 Lot 33 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 5, 2004 pursuant to which Building Permit No. 30885-Z dated JANUARY 10, 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 AS APPLIED FOR. The certificate is issued to ANNA ACKER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0072 06/27/06 ELECTRICAL CERTIFICATE NO. 101526C 04/28/06 PLUMBERS CERTIFICATION DATED 07/11/06 SHOREHAM PLUMBING Tffthorized Signature Rev. 1/81 Form No. 6 �D TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY, This application must be filled in by typewriter or ink and submitted to the Building Department wil�th'folllowing: A. For new building or new use: } 1. Final survey of property with accurate location of all buildings, property lines, strec6,end`unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fonn). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features.. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. 7 New Construction: Old or Pre-existing Building: (check one) // Location of Property: SS /3i v�o 17F� 20/ SO of 4 v�d House No. Street Hamlet Owner or Owners of Property: _A"no- f}G.kPJ2_ Suffolk County Tax Map No 1000, Section 70 Block OS Lot �3 Subdivision N/4 Filed Map. _ Lot: Permit No. 30885-17 Date ofPennit. Applicant: r,nQ Ac_ CP?-:2 Health Dept. Approval: ✓ Underwriters Approval: ✓ c Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Signature ` ��oGtS 316 95 James F. King,President ��Of soalyo Town Hall Jill M. Doherty,Vice-President 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson , , T Southold,New York 11971-0959 Dave Bergen • �O Telephone(631) 765-1892 John Holzapfel 2 coum'�..Q Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0122C Date June 21, 2006 THIS CERTIFIES that the renovation of the existing dwelling At 855 Pine Neck Rd. , Southold Suffolk County Tax Map # 70-5-33 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 5/29/03 pursuant to which Trustees Permit# 5777 Dated 6/18/03 Amended 4/21/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation of the existing dwelling The certificate is issued to ANNA ACKER owner of the aforesaid property. CZ Authorized Signature Electrical Inspection Certificate �I P Issue Date Electrical Inspection Service, Inc. Application 4/28/2006 375 Dunton Avenue 101526C East Patchogue, New York 11772 (631)286-6642 Issued To: Ashlee Builders Street: 855 Pine Neck Road Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: S & R Electric Lic. # 3581-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool 0 list Floor ❑X Indoor X Basement ❑ Hot Tub XI Residential D Det Garagex❑ Attic x❑ 2nd Floor x❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 65 60 55 14 10 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 20 1 30 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 7 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 ❑x / 1 Bldg. Permit: Other Equipment Main House /2- 60 Amp A/C Disconnect, 1- LL � � 0 Amp Sub Panel Hugo . Surdi President Rough Inspection: 08/11/2005 Inspector: John McMahon III Final Inspection: 04/26/2006 Inspector: Dennis Brandi This certificate must not be altered in any manner. Inspectors may be identified by their credentials. �o�SUFFO(,�co Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y�ol �� Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: -7111 / D G Building Permit No. �O S r'o 9-- Z Owner: A h ha A G k e+2. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers Signature) Sworn to bef re me this ; day of 2000 y Notary Public, County Nohry}}�� Nrk Uusl'didd in / Commission Eons 2-Go 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. 30885 Z Date JANUARY 10, 2005 Permission is hereby granted to: ANNA ACKER PO BOX 429 SHOREHAM,NY 11786 for DEMOLITION OF AN EXISTING DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES AND SCHD at premises located at 855 PINE NECK RD SOUTHOLD County Tax Map No. 473889 Section 070 Block 0005 Lot No. 033 pursuant to application dated JANUARY 5, 2004 and approved by the Building Inspector to expire on JULY 10, 2006 . Fee $ 1, 410 . 60 a ut ized Signature ORIGINAL Rev. 5/8/02 Of SOUTyo�i TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION p REMARKS- v r DATE �� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS d FOUNDATION(1ST) y -------- AL--------------------- Z C (M FOUNDATION(2ND) ' d z 0 _L ROUGH FRAMING& PLUMBING , -'b"3 � m r INSULATION PER N.Y. --- H STATE ENERGY CODE FINAL n ADDITIONAL CO NTS 112 z z 5-jr-&-S' ' Ac 14, p�e- C.� / 3 �S t- J b o � � o z x a ad TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 ✓3 sets of Building Plans TELE,: (631) 765-1802 P mining-l3oard-ogprecal FAX: (631) 765-9502 ✓Survey www. northfork.neVSouthold/ PERMIT NO. Check Septic Form ''N.Y.S.D.E.C. ✓Trustees Examined ! �d ,20� Contact: Approved 20}_ Mail to: ' X:), A 02e Disapproved a/c J9, (2. 8 Ox yZ-Ql , S�Jy��pm't, Phone: (Q 31- 'W y-(y q)-f 117 B(n Expiration ,20-�, l 1 3 1 APPLICATION FOR BUILDING PERMIT JAN - 5 Date 20 o S 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 schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) P. o- 80x Vaol , 5400 e�' �u (Mailing address of applicant) /-7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder () w h¢,vz._, Name of owner of premises CA h VNPI 01-� 2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer "/ y (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �655- PIr.a_ r-'3'� Sov1 , n . House Number Street ffaptlft M*M M ACMYJ w,N YRATe County Tax Map No. 1000 Section '7 y Block Subdivision "14 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 S(r� ln_ b. Intended use and occupancy 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Removal Demolition ✓ Other Work oj� (Description) 4. Estimated Cost IS-04 (7 0 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n 7. Dimensions of existing structures, if any: Front /i, ' 3 / Rear 16 /3 Depth 3g S Height Number of Stories :A 1 Dimensions of same structure with alterations or additions: Front N�'q ' Rear Depth Height Number of Stories fik- 8. Dimensions of entire new construction: Front -�7 /1 Rear -) 7 Depth SD 6 Height 33 ' 3 '( Number of Stories 1�2- 9. Size of lot: Front /3-3• c17 Rear �T 3 / Depth S`1A 10. Date of Purchase / / 04 Name of Former Owner n ct 11. Zone or use district in which premises are situated 4- `10 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_NO ✓ Will excess fill be removed from premises? YES ✓ NO_ 14. Names of Owner of premises Ahw, AcAce.YL Address P.0 13ox 4aq SkOa t hone No. (o3(- yy-G g 1 Name of Architect Te m a p_ Address P.o. c 6N, 5w� 1.E Phone No (c31-a og- g tS�p RaxN Name of Contractor AhA c 1cz�L_- Address P o Lov q aq Phone No. Sib) sal tr '1103 S.J'Y�, (( —[Kra 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me t ,day of 20�� Notart*g*g 9" Signature of Applicant NOTARY KMA salt d Now York No.01808020932, County Tarin Expires Match 8,20.E NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 361/00005 December 10,2004 FA ILITY?PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental December 10, 2009 Conservation Law TYPE OF PERMIT❑ New ❑Renewal❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7, 8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion l ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Walls ❑ Article 36: Floodplain Management ❑Article 24: Freshwater Wetlands ❑Article 15,Title 27: Wild,Scenic and ❑ Articles 1, 3, 17, 19, 27, 37; 6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Anna Acker (516) 818-7103 ADDRESS OF PERMITTEE P.O. Box 429, Shoreham, NY 11786 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Acker property, 855 Pine Neck Road SCTM#1000-70-5-33 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Jockey Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Demolish existing single family dwelling and small frame building, abandon existing septic system, construct new single family dwelling and garage, and install new septic system. All work must be done in accordance with the attached plans stamped NYSDEC approved on 12/10/04. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Mark Carrara CKW) Region 1 Headquarters, Bldg.#40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATUREDATE Page 1 of 4 December 10, 2004 . .r• 'rein At. Board Of Southold Town Trustees SOUTHOLD, NEW YORK t PERMIT NO. ---77 DATE: 18, 2003 r MICHAEL D. ANERELLA ISSUEDTO ......._..........._..__.... _............ ............................ X ,�u#l�nri�tt#inn c Pursuant to theprovisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance on- led ."REGULATING AND THE PLACING OF OBSTRUCTIONS t if ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;": and in accordance with the Resolution of The Board adopted at a meeting held on _June„_ls,,,, 2003 and in consideration of the sum of ;- paid by _P.....Ai Rerella.........._........ ........__..:_..""-'_.___....................:................_... `p of .....__ . Jamaica Estates...._ N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to rebuild the existing kitchen at the rear of th 67 house, on the original footprint, providing proper foundation &, roof, with the condition that gutters & drywells are installed, and as depicted on the sit p re e� b Michael A ella all in accordance with the �efaile'�d pe�i iiationsyas prese�ed'� fie originating tpplicafion. last revised June 30, 2QQ33 IN WITNESS W EItEOF, The said Board of Trustees here- x by causes its Corporate Seal to be affixed, and these presents fo be subscribed by a majority of the said Board as of fhis date. wlAillillillillillIll A JEFFREY T. BUTLERS P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 53 1 -208-8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS April 3, 2006 Town of Southold Building Department Re: Acker Residence Pine Neck Road Southold, NY S.C.T.M.# 1000-70-05-33 Permit # 30885-Z Dear Sirs: Please note the following concerning this application: • I have reviewed the elimination of two front columns and find that the structure as designed and installed meets or exceeds the requirem ode. Please call if you should have any additional concerns aboutr7 hQ QP�VT.B(/p�F9,Q�., W ' n c Uj: 2 07349 .E. a 1, .JEFFREY T. BUTLERy P. E• 20 OVERHILL RD. ij SHOREHAM, NEW YORK 1 1 786 63 1 -208-BBSO LICENSED PROFESSIONAL ENGINEER Tll MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENOINEERB July 12, 2005 Town of Southold Building Department Re: Proposed Acker Residence Permit # 30885-Z Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring pursuant to the building code and find that the work conforms to the plan as filed with this application. Please call if you should have any additional concerns about this application. OF NEy�� CSP FPEv r.ear p� Sincerely, r Z W -Te e utler, E. �p 03493 rt�� 9�fESSIONP� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY Q[ ] FIRE SAFET YINSPECTION REMARKS: � \�0� INSPECTOR i"'� T,/L�k 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST � ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [,, ] FIRE SAFETY INSPECTION REMARKS: 1�r 4) ' -"� � - %A -d �r y a-- 3 DATE $�� INSPECTOR � 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 2�f � C DATE INSPECTOR-z/,'� 1 765.1802 BUILDING DEPT. /INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: -- C DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD OkOPERTY RECORD CARD MR 6 STREET S VILLAGE DISTRICT SUB. LOT 9rc�a� nere,Ila 4 uJ�-' �- FOR ER OWNER N E REAGE r,Zp 5 u de {{--'' r e! K6,-5611 dmGec� I b�Rro L[1 h,�rd �, �,J3 / $ �f S i W t TYPE OF BUILDING RES. SEAS. . ;CD VL. FARM COMM. I IN . I CB. I lNISC. LAND IMP. TOTAL DATE REMARKS -L 4o Zz- i r� est -fa`HQ rrr'sonA11C 1-f I ib 6w,0a5�zD OoQ o'U coo G �r i s a3 gP# res C3P# asaI o 1130 Iriq-L -4 e(-e / fa e NEW NORMAL BELOW ABOVE Form Acre Value Per Acre Value Tillable I Tillable 2 Tillable, 3 Moodland c ;wompland e--o i irushlond -louse Plot otal e y_ ■■■■■■■■■■■■i■■■■■■■s q6 12 ` �" �- iiiiiii■iiiiiiii■■■® - 0 x / Foundation Bath Lo w �-a Basement K r �Ktensi • -_ ■ ®�Ktension Fire P) Heat � Porch Attic Porch ® •oFloor reezeway Patio Rooms 2nd Floor jarage =_ Driveway B. 15-0 ® • li,�rri� o��FFO(�'co Town Hall Albert J.Krupski,President 53095 Route 26 James King,Vice-President P.O.Box 1179 Artie Foster a Southold,New York 11971-0959 Ken Poliwoda Telephone(631) 765-1892 Peggy A.Dickerson y�f�l �.D� Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 21, 2004 Ms. Anna Acker P.O. Box 429 Shoreham, NY 11786 RE: 855 PINE NECK RD., SOUTHOLD SCTM#70-5-33 Dear Ms. Acker: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 21, 2004: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#5777 to renovate the existing dwelling and convert the crawl space to a full basement, with the condition drywells and gutters are installed and hay bales are placed down prior to construction, and all as depicted on the site plan prepared by Jeffrey T. Butler dated April 23, 2004. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, �- ,e.�- - AlbertJ. Krupski, Jr. President, Board of Trustees AJK:Ims "El Board of Trustees April 12,2004 To: Town of Southold Trustees From: Anna Acker in reference to 855 Pine Neck Rd. Southold, NY. For the April 21, 2004 meeting I am submitting revised plans for the above property. By the determination of my engineer, Jeffrey Butler, and the Southold building department, the existing structure would probably not withstand a renovation to present day code. I am now applying for approval for construction of the submitted plans with a full basement for a year round home. According to the Southold building department these house plans conform to the existing building envelope and require no variances to build. I have also spoken to the DEC and as long as I keep the approved seaward house dimensions they have no problem with building landward. The DEC has also approved removing 29 yards of soil to allow for a full basement on the already trustee approved extension. I am submitting this DEC approval as well. I know this all sounds very confusing, confusing to me too. If you have any questions before April 21,2004 please do not hesitate to call me at 516-818-7103. Sincerely, Anna Acker.... Index Page 1 of 1 Permit Number: Lot Number: Miscellaneous: Address: The information in this box is for administrative purposes only and is not per,of the engineering review. Standard Loading: T.C.Live 30 ps Truss Fabricator:Triangle Building Products T.0 Dead 7 psi B.0 Live 0 psf sf Job Reference:Q504023R- Bruce Acker RT T a Dead 45 psf ANSI/ASCE 7-98 ROBBINS P.O.Box 280055 Wind Speed- 120 mph Tampa.FL 33682-0055 Engineering Index Sheet Mean Roof Ht.- 25 ft. ENGINEERING, INC. Phone.(813)972-1 135 Index Page l oft Exposure Ca ergo Occupancy Factor- 1.00 MW FRS Enclosed Job Number Date Specification Quantity T05052540 5/24/2005 10 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets.Determination as to the suitabilityy of these individual truss components for any structure is the reeponsibilry of the Notes:Refer to individual Building Designer,as defined in ANSI/TPI 1-1995,Section 2.2.Permanent files of the original Truss Spacificstion Sheet are truss design drawings for maintained by Robbins Engineering,Inc.Questions regarding this Index Sheet and/or the attached Specification Sheets may special loading be directed to the truss fabricator listed above w Robbins Engineering,Inc.(Sofware-Online Plus) conditions. Date Mark Date Mark Date Mark Dale Mark 1 11/1]/04 CAP 2 11117/04 G1 3 11117100 G21 4 11/1]/04 R1 5 11/17/04 R2 8 11/1]/04 R31 7 1111171041 R4 8 11I1PO4 RS 9 11/1]/04 R6_ 10 11/17/04 R7 I I Truss Design Engineer:Thomas A.Albani License#:077357-1 Address:P.O.Box 280055,Tampa,FL 33662 NE NE A A� Y i r� _,_ q� (• - ..._ � 9 tie A. IG 1 8 2005 W * ` � C. rr� r�07M , b Date Sealed:512412005 job Meek Quan Type Span P1-Hl Left OH Right OH Engineering 504023R r CAP 22 PB.G 21108 10 0 0 ' T05052540 U# J#Q504023R Bruce Acker RT DG 1-5-14 DG 1-5-14 Refer to Gen. Det. 12 for piggyback detail and top chord bracing. 10 3x3= j T 1-3-0 2x3= 2x3-- 1-2-13 x3=1-2-13 F & ji TC 5-14 1 1-5-12 1 2-5-10 2-11-8 2-11-8 ALL PLATES ARE LOCX20 Style:0.835"=1' Robbins Engin.saring, Inc./Online Plugs APPROX. TRUSS WRIGHT: 8.3 Las F -E 0.02 0 T 0.00 0.02 Occupancy Factor : 1.00 Building Type: Enclosed Online Plus -- Version 17.7.009 LL Defl 0.00" in F -E L/999 Zone location: Exterior RUN DATE: 23-MAY-05 TL Defl 0.0011 in F -E L/999 TC Dead Load : 4.0 pef Shear // Grain in F -B 0.06 BC Dead Load : 5.0 pef CSI -Size- ----Lumber---- Roof Snow Load per ASCE 7-02 TC 0.02 2x 3 SPF-#2 Plates for each ply each face. Ground Snow Load = 45.0 psf BC 0.02 2x 3 SPF-#2 PLATING CONFORMS TO TPI. Rain Load = 0.0 psf PLATE VALUES MAY BE VERIFIED Importance Factor 1.0 Brace truss as follows: WITH ROBBINS MANUFACTURING. Thermal Factor 1.0 O.C. From To GRIP BASED ON SPF S SYP LUMBER Exposure Factor 1.2 TC Cont. 0- 0- 0 2-11- 8 USING GROSS AREA TEST. Balanced Load Factor 0.6 BC Cont. 0- 0- 0 2-11- 8 Plate - LOCK 20 Ga, Gross Area Unbalanced Load Factor 0.0 Plate - RHS 20 Ga, Gross Area Unbalanced Loads Checked Loading Live Dead (pef) Jt Type Plt Size X Y JSI Load Factors = 1.00 and 0.00 TC 30.0 7.0 F LOCK 2.Ox 3.0 0.2 0.1 0.57 Max comp, force 54 Lbs BC 0.0 8.0 B LOCK 3.Ox 3.0 Ctr-1.1 0.39 Quality Control Factor 1.25 Total 30.0 15.0 45.0 E LOCK 2.Ox 3.0-0.1 0.1 0.57 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 REVIEWED BY: TC Fb=1.00 Fc-1.00 Ft--1.00 Robbins Engineering, Inc. BC Fb=1.00 Fc=1.00 Ft=1.00 PO Box 280055 Tampa, FL 33682 Load Case # 1 Snow Loading Lumber Duration Factor 1.15 REFER TO ROBBINS ENG. GENERAL Plate Duration Factor 1.15 NOTES AND SYMBOLS SHEET FOR plf - Live Dead From To ADDITIONAL SPECIFICATIONS. TC V 60 14 -0.5' 2.5' BC V 0 16 -0.5' 2.5' NOTES: Truss Desiggn Engineer Thomas A.Alhani BC V 0 -12 -0.5' 1.5' Trusses Manufactured by: Li nee#�0 735'7 TRIANGLE BUILDING PRODUCTS A��ress:P x 80055,Tampa,FL 3361 Plus 4 Wind Load Case(s) Analysis Conforms To: fir y Plus 2 Unbalanced Load Cases ANSI/TPI 95 6 02 Q ON Loading A. Jt React Uplft Size Req'd Soffit psf 2.0 Ar Lbs Lbs In-Sx In-Sx Design checked for LL on BC A 4 Cont. Brg 0- 0- 0 to 1-11-12 per BOCA (section 1606.2.3) 236 199 Hz = 47 and IHC/IRC-2003. * It Wind Loads - ANSI / ASCE 7-98 i Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main R ---Top Chords---------- Wind-Force Resistance System. F -B 0.02 54 C 0.01 0.01 Wind Speed: 120 mph B -E 0.02 54 C 0.01 0.01 Mean Roof Height: 25-0 *b --------Bottom Chords--------- Exposure Category: C RoWns Engiimerifg,lm.ronim Pus^'019962005 Version 172009 Engimenng-Ponm9 5123p00511#132 AM Peg 1 Date Sealed:524/2005 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 504023R G1 ' 1 TR 170000 10 1- 0- 0 1- 0- 0 705052540 ' U# J#Q504023R Bruce Acker RT DG 11-3-14 4x4DG 11-3-14 NO 4-13 B NO 4-13 •2x411 +2x411 H K •2x411 *2x411 10� P M 5-3-9 7-5-13 *2x411 *2x411 D 0 3x4= 3x4= A C H G I J SPL L N P *2x411 *2x411 *2x411 *2x411 *2x411 *2x411 *2x411 Q 3x4= 0 0 0 0 0 0 0 0 TC " 8-6-0 17-0-0 ACI iV ALL PLATES ARE LOCK20 Scale:0.276"=V Robbins Engineering, Inc./Online Plasm "PACE. THOSE WEIGHT: 119.7 LBS G -F 0.05 227 T Provide ceanaction to bearing I 1 0.11 234 T for 477 Lbs Hozis ReactionOnline Plus -- Version 17.7.009 J -B 0.13 135 C Deaign checked for LL on SC RUN DATE: 23-M1Y-05 L -K 0.11 234 T par BOG (section 1606.2.3) N -M 0-05227 T and IBC/IRC-2003. CSI -Hix-- ----Lumber---- P -O 0.07 283 T Refer to Tien Dot 3 series for TC 0.09 2x 4 SPP-#2 sob bracing and plating. SC 0.11 2s 4 SPP-#2 LL Dafl 0.00" in P -C L/999 Wind Loads - ANSI / ASCE 7-96 GW 0.13 2. 3 SPP-#2 TL Defl 0.00" in P -C L/999 Truss is designed as a Main Shear // Grain in A -D 0.15 Wind-Pert- Resistance System. Brace truss as follons: Wind Speed: 120 mph O.C. From To Plates for each ply each face. Wan Roof Height: 25-0 TC Cent. 0- 0- 0 17- 0- 0 PLATING CONFOBMi TO TPI. Exposure Category: C BC Cont. 0- 0- 0 17- 0- 0 PLATE VALUES MY BE VERIFIED Occupancy Factor : 1.00 WITH ROBBING MANUFACTURING. Building Type: Enclosed Loading Live Dead (psf) GRIP BASED ON SPF i HYP LUMBER Zone location: Exterior TO 30.0 7.0 USING GROSS AREA TEST. TC Dead Load 4.0 psf BC 0.0 8.0 Plate - LOCK 20 Ga, Gross Area BC Dead Load 5.0 psf Total 30.0 15.0 45.0 Plate - ARE 20 Go, Gross Area Roof Snow Load per ASG 7-02 Spacing 24.0" Jt Type Plt Site E Y JSI Ground Hone Load a 45.0 paf Lumber Duration Factor 1.15 A LOCK 3.Ox 4.0 0.1 Ctr 0.67 Hain Load 0.0 psf Plate Duration Factor 1.15 D LOCK 2.Ox 4.0 Ctr Ctr 0.00 Importance Factor 1.0 TO Fbm1.15 Fc-1.10 Ftm1.10 F LOG 2.Ox 4.0 Ctr Cts 0.00 Thermal Factor 1.0 BC Fbm1.10 Fcm1.10 Ft=1.10 B LOG 2.Ox 4.0 Ctr Ctr 0.00 Exposure Factor 1.2 B LOCK 4.0. 4.0 Cts Ctr 0.57 Balanced Load Factor 0.6 Plus 4 Wind Load Case(a) K LOG 2.0x 4.0 Ctr Ctr 0.00 Unbalanced Load Factor 1.2 Plus 2 Unbalanced Load Cases M LOG 2.Ox 4.0 Ctr Ctr 0.00 Unbalanced Loads Checked 0 LOG 2.0s 4.0 Ctr Ctr 0.00 Load Factors - 1.19 and 0.00 Jt Asset Uplft His- A-q'd C LOG 3.0s 4.0-0.1 Ctr 0.67 Mas coop, force 333 Lbs Lbs Lbs In-Sx In-8s R LOG 2.0n 4.0 Ctr Ctr 0.00 Quality Control Factor 1.25 Cont. Brg 0- 0- 0 to 17- 0- 0 0 LOCK 2.0x 4.0 Ctr Ctr 0.00 1686 926 Is m 478 I LOG 2.0x 4.0 Ctr Ctr 0.00 J LOG 2.0. 4.0 Ctr Cir 0.00 Wambr CHI P Lbs Axl-CSI-Bnd Q LOG 3.0x 4.0 Cts Ctr 0.53 ----------Top Chords---------- L LOG 2.0a 4.0 CCs Ctr 0.00 A -D 0.09 333 C 0.00 0.09 N LOG 2.0x 4.0 Ctr Ctr 0.00 D -F 0.09 193 C 0.00 0.09 P LOCK 2.0x 4.0 Cts Cts 0.00 Truss Deag�Engineer Thomas A.Alban* F -H 0.06 115 T 0.00 0.06 Li #'077357-I H -B 0.07 199 T 0.02 0.05 A�duse ress:P.D.Box 280055,Tampa,FL 33682 e -K 0.07 199 T 0.02 0.05 REVIEWED BY: K -M 0.06 115 T 0.00 0.06 Robbins Engineering, Inc. r` NLa M -0 0.09 193 C 0.00 0.09 PO Box 260055 r 0 -C 0.09 333 C 0.00 0.09 Tampa, FL 33682 A• --Bottom Chords--------- /V A -E 0.11 4 T 0.00 0.11 REFER TO ROBBINS MG. GENERAL � R E -G 0.02 0 T 0.00 0.02 NOTES AND SYMBOLS SHEET FOR 4 G -I 0.01 0 T 0.00 0.01 ADDITIONAL SPECIFICATIONS. * _ I -J 0.01 0 T 0.00 0.01 J -Q 0.01 0 T 0.00 0.01 NOTES: r Q -L 0.00 0 T TzussewTRIA ManTRIANGLE facturedBUILDING by: Clic` L -N 0.01 0 T 0.00 0.01 TRIANGLE BUILDING PRODUCTS ,y N -P 0.02 0 T 0.00 0.02 Analysis Conforms To: �! y P -C 0.11 4 T 0.00 0.11 ANSI/TPI 95 6 02 ----------Gable Web----------- OH Loading E -D 0.07 283 T Soffit psf 2.0 R00Gas Epn•ering IncMMn•PW-0 199&2005Version 17.7 009 Enproenng-Pant 5=005114tU A Pegs1 Date Sealed:5/24/2005 job mark Quan Type Span P1-H1 Left OH Right OH Engineering 504023R G2 1 HIPW 27116o 10 1- 0- 0 1- 0- o 705052540 U# J#Q504023R Bruce Acker RT DG 16-5-11 4x621x3114x6c DG 16-5-11 NO 4-13 B IT C NO 4-13 •z:411 X4 11 N S 3x4% •2x4[1 •2x411 3=4.� GG K U NH 10 •2x411 •z:411 N SPL I SPL 11-7-2 •2=411 •2=411 10-9-6 G Y •2x411 •2=411 AA E 3x4= 3za= AB F B J L N DD RE CC T V R Z BS •2x411 •2x411 •2x411 •2x411 •2x4111:3115:6=1x311.2:411 •2x411 •2x411 •2x411 •2=411 SPL m m 0 0 0 0 o �+ o 0 o m m o TC ' 1 6-6-512-5-8 'i `� 21-4-11 27-I1-0 BC 1 - - m 0 7-11-0 O O e1 P N O m m ^(N N ZO 27-11-0 ALL PLATES ARE LOCK20 Scale:0.183"=1' Robbins Enginearing, Inc./Online Pluses APPROX. TRUSS WRIGHT: 248.9 LBS --------Bottom Chords--------- M LOCK 2.Os4.0 Ctr Ctr 0.00 A -F 0.17 5 T 0.00 0.17 D LOCK 3.0x 4.0-0.1 Ctr 0.83 Online Plus -- Version 17.7.009 F -B 0.04 0 T 0.00 0.04 F LOCA 2.0. 4.0 Ctr Ctr 0.00 RUN DATE: 23-BAY-05 8 -1 0.01 0 T 0.00 0.01 B LOCK 2.Ox 4.0 Ctr Ctr 0.00 J -L 0.01 0 T 0.00 0.01 1 LOQC 2.0= 4.0 Ctr Ctr 0.00 CBI -Sia-- ----Lumber---- L -N 0.01 0 T 0.00 0.01 L LOCK 2.0= 4.0 Cts Ctr 0.00 TC 0.12 2x 4 SPF-#2 N -W 0.01 0 T 0.00 0.01 N LOCA 2.0x 4.0 Cts Ctr 0.00 BC 0.17 2x 4 BPF-#2 M-1310.00 0 T W LOCK 1.0x 3.0 Ctr Ctr 0.91 NB 0.06 2x 3 SPF-#2 IT-CC 0.00 0 T RR LOCK 5.Ox 6.0 Ctr 0.8 0.57 ON 0.21 2. 3 BPF-#2 CC-T 0.01 0 T 0.00 0.01 CC LOCK 1.0x 3.0 Ct. Ctr 0.91 T -V 0.01 0 T 0.00 0.01 T LOCK 2.Ox 4.0 Cts Ctr 0.00 Brace truse as follows: V -K 0.01 0 T 0.00 0.01 V LOCK 2.Ox 4.0 Cts Ctr 0.00 O.C. Prov To x -Z 0.01 0 T 0.00 0.01 x LOCK 2.Ox 4.0 Cts Ctr 0.00 TC Cont. 0- 0- 0 27-11- 0 Z -BB 0.04 0 T 0.00 0.04 Z LOCK 2.Ox 4.0 Cts Ctr 0.00 W Cont. 0- 0- 0 27-11- 0 W-D 0.17 5 T 0.00 0.17 BB LOCK 2.Ox 4.0 Cts Ctr 0.00 IDB 1 rove CLS on M-B -------------Webs------------- NB 1 sous CM on EZ-FT DD-B 0.06 110 C 1 Be M 1 sore CLB nn CC-C O-IT 0.06 117 C I Br REVIEW® BY: IN I rws Ci.B nn N -N CC-C 0.06 110 C 1 Br Robhi.e Rnginaaring, I.C. NB 1 xcee CLB on T -8 ----------Gable Wab----------- PO No= 280055 Attach CLB with (2)-Ed nails F -E 0.08 328 T Tampa, FL 33682 at each an. B -G 0.06 208 T J -I 0.12 237 T REFER TO R(BBINS ENG. GENERAL Loadinq Lives Dud (pef) L -K 0.21 247 T NOTES AND S GK)LS SHIRT FOR TC 37.8 7.0 N -N 0.07 187 T 1 Br ADDITIONAL SPECIFICATIONS. BC 0.0 8.0 T -S 0.07 187 T 1 Br Total 37.8 15.0 52.8 V -U 0.21 247 T NOTES: Spacing 24.0" x -W 0.12 237 T Trusses tYnufactuxaa by: Lumber Duration Factor 1.15 Z -Y 0.06 208 T TRIANGLE WILDING PRODUCTS Plate nutation Factor 1.15 W-M 0.08 328 T Analysis Conforms To: TC F6z,1.15 Fc-1.10 Ft-1.30 ANSI/TPI 95 6 02 W Fb-1.10 Fc-1.10 Ft-1.10 M Defl 0.00^ in BB-D L/999 08 Loading TL Dafl 0.00^ in W-D L/999 Soffit ps£ 2.0 Plus 4 Wind Load Case(.) Blear // Grein is A -E 0.19 Pxuvida connection to bearing Plus 2 UnMlanced Load Casa. Plates for eacl ply -acl face. it Naact Uplft Size Raq•d PLATING CONFa1fNe TO TPI. Lbs Me Ia-es In-Sa PLATE VALUER BAY BE VERIFIED Cont. Brq 0- 0- 0 to 27-11- 0 MTN ROBSDIS B ACTORSNG. Tru%Desiggnn Engineer:Thomas A.Albani 3135 1411 Bs - 709 GRIP BASED ON SPF 6 STP LINEER Li esite N'077357-1 USMG =68 ARRA TEST. A�tlrem P.O.Box 280055,Tampa,FL 33682 mambr CSI P Lbs Aal-CSI-Bnd Plata - LOCK 20 Ga, Gross Area ----------Top Chords---------- Plate - RBS 20 Oa, Gross Area NES' Y A -E 0.12 502 C 0.06 0.06 it Type Pit Size x Y JBI G _C E -G 0.12 323 C 0.00 0.12 A LOCK 3.0a 4.0 0.1 Ctr 0.83 V A G -GG 0.05 246 T 0.00 0.05 E LOCK 2.0x 4.0 Ct. Ctr 0.00 W-I 0.06 251 T 0.00 0.06 G LOCK 2.Ox 4.0 Ctr Ctr 0.00 la I -K 0.06 188 T 0.00 0.06 W LOCK 3.0. 4.0 Cts Ctr 0.67 h K -N 0.09 276 T 0.03 0.06 I LOCK 2.Ox 4.0 Cte Ctr 0.00 a N -B 0.08 340 T 0.05 0.03 K LOCK 2.0. 4.0 Cte Ctr 0.00 B -IT 0.06 298 T 0.04 0.02 N LOCK 2.Ox 4.0 Ctr Cts 0.00 FF-C 0.06 298 T 0.04 0.02 B r.00K 4.0= 6.0 1.1-2.9 0.57 G C -S 0.08 340 T 0.05 0.03 IT LOCK I.Ox 3.0 Ctr Ctr 0.91 LZ 8 -U 0.09 276 T 0.03 0.06 C LOCK 4.Ox 6.0-1.1-2.9 0.57 S� U -W 0.06 178 T 0.00 0.06 8 LOCK 2.0= 4.0 Ctx Ctr 0.00 N -NN 0.06 241 T 0.00 0.06 V LOCK 2.0= 4.0 Ctr Ctr 0.00 Y BB-Y 0.05 236 T 0.00 0.05 N LOCK 2.Ox 4.0 Ctr Ctr 0.00 *� Y -M 0.12 313 C 0.00 0.12 BB LOCR 3.0= 4.0 Cts Ctr 0.67 M-D 0.12 502 C 0.06 0.06 Y LOCK 2.Ox 4.0 Ctr Ctr 0.00 RobGns E�ry9ne<n�q.LxJOnire FMs^'®1998-2005 Version 1].].009 Enpineenim.POMit 5na0005114133AM Pa,to ft Date Sealed:5/24/2005 Doti Nark Quan Type Span PI-HI Left OH Right OH Engineering (3504023R G2 i HiPw 271100 io i— 0— "0 i— o— o Tososzsao U# J#Q506023R Bruce Acker RT for 708 Lbs Soria Reaction Decign checked for LL on SC par SOCA (section 1606.2.3) end IHC/IRC-2003. Fravant truss rotation at all bearing locations. Refer to Gan Det 3 .arias for Feb bracing and plating. Wind Loads - MSL / MCS 7-98 T=ss is designed as a Nein Wind-Fore. Resistance System. Wind Speed: 120 mph Nears Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Su11Cing Type: Enclo.ed Eon. location: Exterior TC Dud Load 4.0 psf HC Dead Load 5.0 psf Roof Snow Load per. ABLE 7-02 Grommet Scene Load - 45.0 psf Rain Load - 0.0 psf Iagmortance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 U.balmcad lceets Cbacked Load Factors - 1.19 and 0.00 Has aomp, force 502 The Quality Control Factor 1.25 Robdns Enyneemg,Inc.gnee PIuaTM 01996-2005 Version 17 7009 Egioeerin9-Porrad WI00051141:33 AM Pape 2 of 2 JoeNark Quan Type Span Pl-Hl Left OH Right OH Engineering 504023R Rl 6 TR 170000 10 1- 0- 0 1- 0- o TA52540 U# J#Q504023R Bruce Acker RT DG 11-3-14 4x4- DG 11-3-14 SO 4-13 R SO 4-13 1rz3. 1x3. 10 E F 8-3-9 7-5-13 3x4= 3.4- A C D 31 3x6= 3X4- W:508 x:508 o R: 643 R: 842 0 OU:U: 464 U: 464 c 0 TC i1 4-4-158-6-0 12-7-1 17-0-0 fe ALL PLATES ARS I.00X20 Scale:0.295"=1' Robbins Engineering, Inc./Onlima Plut APPROX. TRUSS MIGHT: 104.3 LBS E -D 0.19 411 T and IHC/IRC-2003. D -B 0.32 480 T wind Loads - ANSI / ASCE 7-98 Online Plus -- Version 17.7.009 D -F 0.19 411 T Truss is designed as a Main RUN DATE: 23-14AY-05 wind-Force Resistance System. LL Defl -0.0211 in D -S1 L/999 wind Speed: 120 mph CSI -Size- ----Lumber---- TL Defl -0.0911 in A -D L/999 Mean Roof Height: 25-0 TC 0.37 2x 4 SPF-#2 Shear // Grain in A -E 0.28 Exposure Category: C BC 0.38 2x 4 SPF-#2 Occupancy Factor : 1.00 WB 0.32 2x 3 SPF-#2 Plates for each ply each face. Building Type: Enclosed PLATING CONFORMS TO TPI. Zone location: Exterior Brace truss as follows: PLATE VALUES MAY BE VERIFIED TC Dead Load : 4.0 pef O.C. From To WITH ROBBINS MANUFACTURING. BC Dead Load : 5.0 pef TC Cont. 0- 0- 0 17- 0- 0 GRIP BASED ON SPF 6 SYP LUMBER Roof Snow Load per ASCE 7-02 BC Cont. 0- 0- 0 17- 0- 0 USING GROSS AREA TEST. Ground Snow Load = 45.0 pef Plate - LOCK 20 Ga, Groes Area Rain Load = 0.0 pef Loading Live Dead (psf) Plate - RHS 20 Ga, Groes Area Importance Factor 1.0 TC 30.0 7.0 Jt Type Plt Size X Y JSI Thermal Factor 1.0 BC 0.0 8.0 A LOCK 3.Ox 4.0 0.1 Ctr 0.67 Exposure Factor 1.2 Total 30.0 15.0 45.0 E LACK 1.0x 3.0 Ctr Ctr 0.92 Balanced Load Factor 0.6 Spacing 24.011 B LOCK 4.Ox 4.0 Ctr Ctr 0.57 Unbalanced Load Factor 1.2 Lumber Duration Factor 1.15 F LACK 1.0x 3.0 Ctr Ctr 0.92 Unbalanced Loads Checked Plate Duration Factor 1.15 C LOCK 3.Ox 4.0-0.1 Ctr 0.67 Load Factors - 1.19 and 0.00 TC E'b=1.15 Fc=1.10 Ft--1.10 D LACK 3.Ox 6.0 Ctr Ctr 0.40 Max comp. force 846 Lbs BC Fb-1.10 Fc=1.10 Ft-1.10 81 LACK 3.Ox 4.0 Ctr Ctr 0.53 Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases REVIEWED BY: Robbins Engineering, Inc. Jt React Uplft Size Req'd PO Box 280055 Lbs Lbs In-Sx In-Sx Tampa, FL 33682 A 843 465 5- 8 1- 5 Truss Design Engineer Thomas A.Alban Hz = -477 REFER TO ROBBINS ENG. GENERAL License#:077357.1 C 843 465 5- 8 1- 5 NOTES AND SYMBOLS SHEET FOR Address:P.O.Box 280055,Tampa,FL 33682 Hz - 478 ADDITIONAL SPECIFICATIONS. me y Membr CSI P Lbs Axl-CSI-Bnd NOTES: e A. --Top Chords---------- Truesea Manufactured by: A -E 0.37 846 C 0.06 0.31 TRIANGLE BUILDING PRODUCTS A, E -B 0.36 613 C 0.05 0.31 Analysis Conforms To: B -F 0.36 613 C 0.05 0.31 ANSI/TPI 95 6 02 * i F -C 0.37 846 C 0.06 0.31 OR Loading --------Bottom Chorda--------- Soffit pef 2.0 A -D 0.38 658 T 0.14 0.24 Provide connection to bearing D -31 0.38 658 T 0.14 0.24 for 477 Lba Horiz ReactionA S1-C 0.27 658 T 0.14 0.13 Design checked for LL on BC -------------Webs------------- per BOCA (section 1606.2.3) '�ES� Rob ne Eigneemg,Incl nkm%sa 0199fi 2M5 Venion 12]aOg EngneenM-%emit 5MW05 11:4133 AM Pagel Date Sealed.5/242005 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 504023R R2 1 ' HIPw 271100 10 1- 0- 0 1- 0- 0 T05052540 U# J#Q504023R Bruce Acker RT +2x41 4x6, a.6c DG 16-5-11 DG 16-5-11 AO 4-13 1x311 B PP C EH II HO 4-13 1x311 V 1x311 S 3 IT GG 3x4 i 3 11 4x4�i I' 1I II 82 BPL 1x311 11-7-2 10 T KK 10-9-6 x311 1:311 W MM 1.311 RA 3x4= 3x4_ A D 00 81 9s R HA JS LL NN 1.311 '2:413:4= 1.3Q 1.311 1.311 1.311 1x311 *2x411 FF 1.311 •2:411 W:508 R:1115 0 0 0 U: 460 0 0 m n o TC o 8-5-3 1 12-5-8 1 1 21-4-11 27-11-0 0 27-11-0 0 ALL PLAYAS ARE LOCK20 Scale:0.188"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 231.7 LAS 00-81 0.52 761 T 0.16 0.36 3 Gable studs to be attached el-K 0.30 761 T 0.16 0.14 with 2.0.4.0 plates uoh and. Galina Plus -- Version 17.7.009 R -FF 0.22 318 T 0.04 0.18 RW DATA: 23-MAY-05 FF-HH 0.12 319 T 0.04 0.08 REVIENID BY: BB-JJ 0.06 318 T 0.05 0.01 Robbie Enginee.in,' Inc. Cal -Size- ----Lumber---- JJ-LL 0.06 318 T 0.05 0.01 Po Boz 280055 TC 0.15 2x 4 SPP-42 LL-NE 0.08 318 T 0.05 0.03 Tampa, PL 33682 AK A -82 2. 4 SPP-2100 NN-D 0.18 318 T 0.00 0.18 RK 82-B 2z d SPP-2100 _____________gmbw_______--____ REMR TO RGBBINS ENO. OIIHIRAL HC O.SS 2. 4 8"-r2 00-L 0.06 182 T NOTES AND SnaBOL8 SKKeT FOR WB 0.51 2m 3 SPY-#2 L -T 0.51 840 T 0.51 0.00 ADDITIONAL SPECIFICATIONS. GN 0.20 2z 3 SPP-#2 T -W 0.42 670 T 0.42 0.00 W -K 0.43 690 T 0.43 0.00 NOTES: Brace truss as follows: ----------Gable Wsbs---------- Trusses Manufactured by: O.C. From To T -a 0.05 203 C 0.05 0.00 TRIANGLE BUILDING p UCTS TC Cont. 0- 0- 0 27-11- 0 W -V 0.01 37 T 0.01 0.00 Analysis Conforms To: BC Coot. 0- 0- 0 27-11- 0 PP-EE 0.09 206 T 1 Br ANSI/TPI 95 f 02 NB 1 rove CLD on L -K HH-GO 0.20 241 T OH Loading M I rows CLB on FF-EE JJ-II 0.13 238 T Soffit of 2.0 Attach CLa with (2)-8d asils LL-lac 0.06 206 T Provide Connection to bearing at each web. NN-MM 0.08 332 T for 708 Lbs Soria Ruction Design cbecked for LL on BC Loading Lt. Dead (psf) LL Defl -0.1d^ in A -00 L/999 per BCCA (section 1606.2.3) TC 37.8 7.0 TL Defl -0.24^ in A -00 Wall and ISC/IAC-2003. SC 0.0 8.0 shear, // Grain in L -S 0.55 prevut truss rotation at all Total 37.8 15.0 52.8 bearing locations. spsolnq 24.0^ Plates for each ply each face. Refs. to Gen net 3 sari.. for Lumber nutation rector 1.15 PLATING CON90aM8 TO TPI. web braeinq and platin,. Plate Duration Factor 1.15 PLATE VALVAS MAY BE VKRIFIEO Wind Loads - ANSI / ASCE 7-98 TC F 1.15 rP1.10 Ft-1.10 WITS ROKBIKS MANDFACTUAI3IG. Truss is designed as a Main BC $1.10 Foe1.30 Ft-1.10 (BLIP BABID ON BPF 6 SYP LUMBAR Wind-Force Resistance System. USING GROSS ARRA TEST. Wind Speed: 120 mph Plus 4 Wind Load Cases) Plats - LOCK 20 Ga, Gross Area Mann Roof Height: 25-0 Plus 2 Unbalanced Load Cases Plate - RAS 20 Ga, Gross Area Exposer. Category: C it Type Plt Sire K Y JBI it Seact Uplft Size Req'd A LOCH 3.0. 4.0 0.1 Cts 0.93 Lbs Lbs In-Sz I.-a. S2 LOCK 4.0. 4.0 0.2-0.2 0.80 A 1116 460 5- 8 1-12 L LOCK 3.Oz 4.0-0.1 0.1 0.71 Ka - -709 8 Lou 1.0. 3.0 Ctr Ctr 0.75 Truss Design Engineer:Thomas A.Albani Cont. Br, 16- 6- 8 to 27-11- 0 V LOCK 1.0. 3.0 Ct. Cts 0.75 Li en se N:077357-1 2020 1063 H. - 709 B LOCK 4.Ox 6.0 1.1-2.9 0.57 A199m:P.O.Box 280055,Tampa,FL 33682 C LOCK 4.Ox 6.0-1.1-2.9 0.57 Heabr CBI P Lb. Axl-CBI-Bad IS LOCH I.Oz 3.0 etc Ctr 0.75 ----------Top ebards---------- GG LOCK 1.0z 3.0 Ctr Ctr 0.75 N A -82 0.62 1025 C 0.02 0.60 II LOCK 1.0x 3.0 Ctr Ctr 0.75 A S2-L 0.67 794 C 0.00 0.67 IT LOCK 3.0. 4.0 Ctr Ctr 0.67 e L -8 0.67 536 C 0.00 0.67 KK LOCK 1.0. 3.0 Ctr Ctr 0.75 e -V 0.32 395 C 0.00 0.32 MM LOCK 1.04 3.0 Ctr Ctr 0.75 h V -B 0.05 311 C 0.01 0.04 D LOCK 3.Ox 4.0-0.1 Ctr 0.83 E B -C 0.15 240 C 0.00 0.15 00 LDCK 1.0. 3.0 Cts Ctr 0.91 C -EE 0.12 318 C 0.00 0.12 BI LOCK 3.Oz 4.0 Ctr Ctr 0.67 - EE-CG 0.12 310 C 0.00 0.12 R LOCK 1.0z 3.0 Ctr Ctr 0.95 GG-II 0.06 313 C 0.00 0.06 1T LOC1.0. 3.0 Cts Cts 0.91 (� II-TT 0.07 313 T 0.05 0.02 KB LOCK 1.0. 3.0 Ctr Ctr 0.91 S� TT- 0.06 325 C 0.04 0.02 JJ LOCKK 1.0x 3.0 Ctr Ctr 0.91 Fac-MMM 0.12 401 C 0.00 0.12 IS LOCK 1.oz 3.0 Cts Ctr 0.91 MM-D 0.13 626 C 0.07 0.06 NN LOCK 1.0. 3.0 Ctr Cts 0.91 --------Bottov Chords0.1------ T LOCK S.O. 3.0 Cts Cts 1.00 T -•{7 fir` A -00 0.58 761 0.16 0.422 W LOCR 1.0. 3.0 Ctr Ctr 0.]9 RobEhs E�gnren�q,Inc.IOMro PWn^'019%2005 Version 1]1.008 Eiginsanig-Ponni15I23200511.41.33AM Ps,1o12 Date Sealed:5/24/2005 JDb Mark Qtlan Type Span P1-H1 Left OH Right OH Engineering Q504023R R2 1 HIM 271100 ' 10 1- 0- 0 1- 0- 0 705052540 U# J#Q504023R Bruce Acker RT Occupancy Factor 1.00 Building Type: Enclosed Eons location: Eitezioz TC Dud Load 6.0 paf BC Dead Load 5.0 paf Roof Snow Load per ASCD 7-02 Ground Scow Load - 45.0 paf Rain Load - 0.0 paf importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalaccad Loads Checked Load Factors m 1.19 and 0.00 Max comp. force 1025 Lbs Quality Control Factor 1.25 Robbna Engro nm,lmnhn Plum^O 199&2005 Venion 17.7009 EnD ew -Portrait 5232005 11 41 33 M1 Page 202 JobMark Quan Type Span P1-H1 Left OH Right OH Engineering 504U23R R3 9 HIPW 271100 10 1- 0- o f- o- o T05052540 U$ JMQ504023R Bruce Acker RT DG 16-5-11 5x8s 5x8-- DG 16-5-11 HO 4-13 B C SO 4-13 10 Sxbi Sx6J SPL G H SPL 11-7-2 10-9-6 3x6= 3x6-- A x6=A D F e 7x6= 7x6= W:508 x:508 8:1969 R:1969 U: 634 U: 634 TC 6-7-6 1 12-5-8 1 15-5-8 21-3-10 27-11-0 0 0 0 q 0 ., ALL PLATES ARE L4D=O Seale:0.217'=1' Robbins Engineering, Inc./Online Plus= APPROX. TRUSS WEIGHT: 179.7 LBB B -C 0.80 1328 C 0.01 0.79 Provide connection to bearing C -B 0.68 2045 C 0.02 0.66 for 708 Lbs Boris Reaction Online Plus -- Version 17.7.009 H -D 0.68 2325 C 0.02 0.66 Design checked for LL on BC RUN DATE: 23-NAY-05 --------Bottom Chords--------- per HOCA (section 1606.2.3) A -F 0.75 1799 T 0.11 0.64 and IHC/IAC-2003. CSI -Size- ----Lumber---- F -E 0.88 1328 T 0.18 0.70 Wind Loads - ANSI / ASCE 7-98 TO 0.68 2. 4 SPF-2100 E -D 0.75 1799 T 0.11 0.64 Truss is designed as a Main Ex B -C 2. 4 SPF-N2 -------------Webs------------- Wind-Force Resistance System. BC 0.75 2x 4 SP-DSS G -F 0.45 680 T Wind Speed: 120 mph HE F -E 2x 6 SPF-62 F -B 0.78 956 T Mean Roof Height: 25-0 WE 0.78 2x 3 SPF-N2 C -E 0.78 956 T Exposure Category: C E -H 0.44 680 T Occupancy Factor : 1.00 Brace trues an follows: Building Type: Enclosed O.C. From To LL Defl -0.39" in A -F L/832 zone location: Exterior TO Cont. 0- 0- 0 27-11- 0 TL Defl -0.47^ in A -F L/686 TO Dead Load 4.0 psf BC Cont. 0- 0- 0 27-11- 0 Shear // Grain in a -C 0.47 BC Dead Load 5.0 psf Roof Snow Load per ASCE 7-02 Loading Live Dead (psf) Plates for each ply each face. Ground Snow Load - 45.0 psf TC 37.8 7.0 PLATING CONFORMS TO TPI. Rain Load 0.0 psf HC 0.0 8.0 PLATE VALUES MAY BE VERIFIED Importance Factor 1.0 Total 37.8 15.0 52.8 WITH ROBBINS MANUFACTURING. Thermal Factor 1.0 Spacing 24.0" GRIP BASED ON SPF i SYP LUMBER Exposure Factor 1.2 Lumber Duration Factor 1.15 USING GROSS AREA TEST. Balanced Load Factor 0.8 Plate Duration Factor 1.15 Plate - LOCE 20 Ga, Gross Area Unbalanced Load Factor 1.2 TC Fb=1.00 Fc=1.00 Ft,1.00 Plate - RHS 20 Ga, Grose Area Unbalanced Loads Checked BC Fb-1.00 Fc-1.00 Ft=1.00 it Type Pit Size E Y J81 Load Factors - 1.19 and 0.00 A LOCK 3.Ox 6.0 1.1 0.7 1.00 Max comp, force 2325 Lbs Load Case / 1 BOCA 6 Snow Load G LOOK 5.0x 6.0 0.5-0.6 0.57 Quality Control Factor 1.25 Lumber Duration Factor 1.15 H LOCK 5.0x 8.0 1.3-3.7 0.91 Plate Duration Factor 1.15 C LOCK 5.0x 8.0-1.3-3.7 0.91 plf - Live Dead From To B LOCK 5.Ox 6.0-0.5-0.6 0.57 TO V 76 14 0.0' 27.9' D LOCK 3.0x 6.0-1.1 0.7 1.00 HC V 0 16 0.0' 27.9' F LOCK 7.Ox 6.0 Ctr 1.2 0.72 BC V 0 40 10.0' 18.0' E LOCK 7.Ox 6.0 Ctr 1.2 0.72 Truss Desi En@@neer:Thomas A.Albani HC V 40 0 4.5' 7.6' LiC¢rtseH.�77357- BC V 40 0 11.0' 16.9' Atldrea9:P.O.Box 280055,Tampa,FL 33682 BC V 40 0 20.3' 23.4' REVIEWED BY: Robbins Engineering, Inc. NE�� y Plus 4 Wind Load Casale) PO Box 280055 �q Plus 2 Unbalanced Load Cases Tampa, FL 33682 !� A. it React Uplft Size Req'd REFER TO ROBBINS ENG. GENERAL Lbs Lbs In-Sx In-Sx NOTES AND SYMBOLS SHEET FOR ■ A 1970 635 5- 8 2- 0 ADDITIONAL SPECIFICATIONS. _ Hz - -707 * �. D 1970 635 5- 8 2- 0 NOTES: *r_ Hz = 708 Trusses Manufactured by: C� TRIANGLE HIIILDING PRODUCTS Menbr CSI P Lbs Axl-CSI-Bnd Analysis Conform To: PYA ----------Top Chords---------- ANSI/TPI 95 6 02 *y A -G 0.68 2325 C 0.02 0.66 ON Loading G -B 0.68 2043 C 0.02 0.66 Soffit pef 2.0 RobGns Enginee=g,lm.l nine PWs^019962005 Version R)009 Eeiiwenne-Ponmit 5133800511 Al 33 AM Page 1 Date Sealed.524/2005 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 504023R R4 ' 9 SP 271100 10 1- 0- 0 1- 0- 0 705052544 Uk JNQ504023R Bruce Acker RT DG 16-5-11 5.85.8DG 16-5-11 HO 4-13 B C 80 4-13 3x46 E 3.4,1 'OF-.3.8, I 7x6_ L 3x80 S1 S2 11-7-2 10-9-6FSPL SPLA k2z4- 4.61, 4x60 82x4- 7- 0-BE H M G 7 J 3.4- 3.4.1 5.81. 5X8. A DI MI5108 N:508 8:1567 8:1562 U: 727 U: 727 Hal TC 4-3-6 7-<-15 12-5-8 15-5-8 20-6-1 23-7 o6-0-4 -10 27-11-0 _ _ _ _ _ _ _ _ _ _ o 0 0 27-11-00 0 ALL PLATES AHE LOCX20, Y - PLATE SELECTED IN PLATE IDHITOR Scale:0.277'=1' Robbins EDginearing, Inc./Online Pluss APPRCX. TRUSS HEIGHT: 180.8 LBS -------------Nabs___-_________ OR Loading H -G 0.06 282 T Soffit pair 2.0 ONlse Plus -- Version 17.7.009 G -I 0.05 246 C ...fail. design requires a truss- RUR DATE: 23-NAY-05 I -F 0.15 642 T to bearing plate comaction PB -B 0.40 813 T rhiCA allows 1.4 In poria CSI -Sias- ----Lusber---- B -E 0.70 2063 T newsman at joint D . TC 0.79 2x 4 8P-DBS E -C 0.70 2062 T Provide commotion to bearing EX 81-B 2. 4 8P1-2100 C -H 0.40 808 T for 711 Lbs Soria Ruction EE a -C 2x 4 :PF-2 PP_ E -L 0.16 650 T Design checked for LL on HC EX C -82 2. 4 SPY-2100 L -J 0.05 223 C par BOCA (...tion 1606.2.3) BC 0.98 2x 4 SPF-2100 J -M 0.06 262 T and IHC/IRC-2003. EX F -8 2z 4 SPF-112 NOTE: USER HCOIFISD PLATES EX is -K 2z 4 SPF-E2 LL Defl -0.74" in F K L/439 This design may haw plate. NB 0.70 2. 3 SPF-F2 TL Deft -1.03n in F -E L/315 selected through a plate PS --- 2z 3 BPF-F2 Shur // Grain in A -H 0.46 monitor. Na nip LL DL TL Wind Loads - ANSI / ASCE 7-98 Brace trues as follows: it D 1.04- 0.41- 1.44• Truss is designed as a Main O.C. From To wind-Fora Resistance System. TC Cat. 0- 0- 0 27-I1- 0 Plates for each ply each face. wind Speed: 120 aph BC Cont. 0- 0- 0 27-11- 0 PLATING CONIORHS TO TPI. Mean Roof Height: 25-0 PLATE VALUES Hay HE VERIFIED Exposure Category: C Loading Live Dud (psf) Van ROBBINS 6AHOFACTORIWG. Occupancy lector : 1.00 TC 37.8 7.0 GRIP BASED ON HPI c SIP LU6IDSR Building Type: Ecclosed BC 0.0 8.0 USING GROSS AREA TEST. Eons location: Exterior Total 37.8 15.0 52.8 Plate - LOCH 20 Ga, Gross Area TC Dead Load 4.0 psf Spacing 24.0- Plate - RNS 20 Ge, Gross Area BC Dud Load 5.0 psf Lumber Duration Factor 1.15 it Type Pit Si.. E Y JSI Roof Snow Load per ASCE 7-02 Plats Duration Factor 1.15 A LOCH 5.Oz 8.0 3.5 2.9 1.00 Ground Snow Load - 45.0 psf TC F 1.15 Fc-1.30 Ft-1.10 HF LOCH 2.Oz 4.0 Ctr, Ctr 0.37 Rain Load 0.0 psf BC rb-1.30 Fo-1.10 Ft-1.10 S1 LOCA 3.0z 6.0 Cts Cts 0.92 Importance rector 1.0 I LOCK 3.0z 4.0 Cts Cts 0.80 Thermal Factor 1.0 Plus 4 wind Load Case(.) B LOCH S.Oz 8.0 1.3-3.7 0.93 zzposu.. rector 1.2 Plus 2 Unbalanced Load Cases C LOCK 5.Ox 8.0-1.3-3.7 0.93 Balanced Load Factor 0.8 L LOCK 3.Ox 4.0 Ctr Ctr 0.65 Unbalanced Load Factor 1.2 it "act Uplft Sire Req'd 62 LOCK 3.0z 8.0 Ctr Ctz 0.94 Lbs the Ise-Sz In-Sx MF LOCK 2.Oz 4.0 Ctr Cts 0.37 A 1568 728 5- 8 2- 0 D LOCK 5.0. 8.0-3.5 2.9 1.00 He - -711 G LOCH 3.0z 4.0 Ctr Ctr 0.59 D 1562 728 5- 8 2- 0 7 LOCK 4.Ox 6.0-0.3 0.6 0.92 Truss Design Engineer:Thomas A.Alban, He - 712 s LOCK 7.0z 6.0 Ctr-0.6 0.78 Lipense p:077357-1 H LOCH 4.Oz 6.0 0.3 0.6 0.92 Address:P.O.Box 280055,Tampa,FL 33682 Mambr Cal P Lbs Axl-CBI-Bred J LOCK 3.0z 4.0 Ctr Cts 0.59 ___Top Chords---------- Ne A -H 0.79 4763 C 0.12 0.67 8 = Plate Monitor used t H -el 0.43 443 C 0.12 0.31 A 81-I 0.47 45546 C 0.12 0.35 RNIENID BY I -B 0.62 4268 C 0.17 0.45 Rohbiu Engi...ring, Inc. B -C 0.80 4076 C 0.21 0.59 PO Hoz 280055 C -L 0.63 4265 C 0.17 0.46 Tamps, I'L 33682 L -82 0.47 4550 C 0.12 0.35 * _ 82-M 0.43 4645 C 0.12 0.31 RiIER TO ROBBINS ENG. GESSML t M -D 0.79 4760 C 0.12 DTCB N 0.67 AND BYHHOL6 68E6T TOR B - otta i2omla--------- oTESINAL BPECIFICATIOHB. [� A -G 0.98 4043 T 0.38 0.60 0 -P 0.70 4336 T 0.41 0.29 Noma: F -E 0.87 3322 T 0.73 0.14 Trusses Hanufactured by: E -K 0.87 3324 T 0.73 0.14 TRIANGLE BUILDING PRODUCTS �r*�• K -J 0.70 4342 T 0.41 0.29 Analysis Conforms To: �• J -D 0.98 4041 T 0.38 0.60 ANSI/TPI 95 6 02 RoWins Engneer0g.im< Oro Phs^019962005 Version l7.)009 Enginaemg-Puma.5QM005 11 4134 AM Paget or t Date Sealed:5/24/2005 Job 2Qark Quan Type Span Pl-Hl Left OH Right OH Engineering Q504023R R4 s 9P 271100 1 0 1- o- 0 1- o- o r05052540 U# J#Q504023R Bruce Acker RT Unbalanced Load• Orme kad Load aaotora — 1.19 and 0.00 Hex o . force 4763 IDs Quality Cmtml !actor 1.25 RoEmne Ewineenno.lm.*M ePhs*01996-2005 Version 122009 EMneenn0-Ported 5(13200511,11:34"Pace2of2 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering ' 5O4023R R5 1 FLAT 20608 100504' 0 0 T05052540 U# J#Q504023R Bruce Acker RT HO 10-SBO 10-5-4 2x3= #2x411 A B t I 10-5-4 D C 2x311 a fl 2x3= BGR SGR R: 598 R: 598 U: 317 U: 317 TC 2-6 B G- ALL PLATES ARE LOCK20, # - PLATE SELECTED IN PLATE MONITOR Style:0.208"=1' Robbins Engineering, Inc./Online Plus APPROX. TRUSS WRIGHT: 62.6 LBS D -A 0.04 113 C 1 Br This truss must be installed A -C 0.00 0 T 1 Hr as shown. It cannot be Online Plus -- Version 17.7.009 C -B 0.04 113 C 1 Sr installed upside-down. RUN DATE: 23-NAY-05 NOTE: USER MODIFIED PLATES LL Dafl 0.0011 in D -C L/999 This design may have plates CHI -Size- ----Lumber---- TL Defl -0.01" in D -C L/999 selected through a plate TC 0.14 2x 4 SPF-#2 Shear // Grain in D -C 0.50 monitor. BC 0.28 2x 6 SPF-#2 Wind Loads - ANSI / ASCE 7-98 WB 0.04 2x 4 BPF-#2 Plates for each ply each face. Truss is designed as a Main EX A -C 2x 3 SPF-#2 PLATING CONFORMS TO TPI. Wind-Force Resistance System. PLATE VALUES MAY BE VERIFIED Wind Speed: 120 mph Brace truss as follows: WITH ROBBINS MANUFACTURING. Men. Roof Height: 25-0 O.C. From, To GRIP BASED ON SPF S HYP LUMBER Exposure Category: C TC Cont. 0- 0- 0 2- 6- 8 USING GROSS AREA TEST. Occupancy Factor : 1.00 BC Cont. 0- 0- 0 2- 6- 8 Plate - LOCK 20 Ga, Gross Area Building Type: Enclosed WE 1 rows CLB on D -A Plate - RES 20 Ga, Gross Area Eom location: Exterior WB 1 rows CLB on A -C it Type Pit size R Y JSI TC Dead Load : 4.0 psf WB 1 rows CLB on C -B A LOCK 2.Ox 3.0 Ctr Ctr 0.75 BC Dead Load : 5.0 psf Attach CLB with (2)-8d nails Bt LOCK 2.Ox 4.0 Ctr Ctr 0.38 Roof Snow Load per ASCE 7-02 at each web. D LOCK 2.Ox 3.0 Ctr Ctr 0.50 Ground snow Load - 45.0 psf C LACK 2.Ox 3.0 Ctr Ctr 0.82 Rain Load 0.0 psf Loading Live Dead (psf) Importance Factor 1.0 TC 30.0 7.0 # � Plate Monitor used Thermal Factor 1.0 BC 0.0 8.0 Exposure Factor 1.2 Total 30.0 15.0 45.0 REVIEWED BY: Balanced Load Factor 0.8 Spacing 24.0n Robbins Engineering, Inc. Unbalanced Load Factor 0.0 Lumber Duration Factor 1.15 PO Box 280055 Max comp. force 113 Lbs Plata Duration Factor 1.15 Tamps, FL 33682 quality Control Factor 1.25 TC Fb-1.00 Fc-1.00 Ft-1.00 BC #'b-1.00 Fc-1.00 Ft-1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Load Case # 1 Girder 6 Snow Lo ADDITIONAL SPECIFICATIONS. Lumber Duration Factor 1.15 Plate Duration Factor 1.15 NOTES: Tress Design Engineer.Thomas A.Alban plf - Live Dead From To Trusses Manufactured by: License N: 77357-1 TC V 76 14 0.0' 2.5' TRIANGtLv BUILDING PRODUCTS Address:P.O.Box 280055,Tampa,FL 33682 BC.V 261 120 0.0' 2.5' Analysis Conforms To: Nit N y ANSI/TPI 95 G 02 d Plus 4 Wind Load Case(&) Girder Common �/ A. Loading BC Jt React Uplft Size Req'd Span 15-10- 0 #►! Lbs Lbs In-Sx In-Sx Design checked for LL on BC 0 D 598 318 3- 8 1- 0 per SOCA (section 1606.2.3) C 598 318 3- 8 1- 0 and IBC/IRC-2003. No wind exposure on left and. Member CSI P Lbs Axl-CBI-Bnd No wind exposure on right end. [1 --Top Chords---------- Provide drainage to prevent R A -B 0.14 0 T 0.00 0.14 water ponding. --------Bottom Chords--------- Use properly rated hangers ford�*V D -C 0.28 0 T 0.00 0 28 loads framing into girder '�E S51M7" _____________,peps_______- truss. RoeMns E1laneene,ImMaine Pbe^'0199&2005 Version 17 7 009 Engneenn9-PoNei1 52312 00 5 11A1'.34 AM Page 1 Date Sealed:5/24/2005 Job Nark Quan Type Span P1-H1 Left OR Right OH Engineering 504023R' R6 2+2P SP 271100 10 1- 0- 0 1- 0-' 0 705052540 U# J#Q504023R Bruce Acker RT 4x4% 4 DG 16-5-11 BO 4-13 5x6= B 5x6= DG 16-5-11 C SO 4-13 TT3x4 i l0 3zd N 5x6 11-7-2 S1 PSM 10-9-6 62x4= F M 6x8- 6-8-or K 3.41. L 5x61' 3.44 3x4= A 7 D F9 E L:400 O I� 30:508 2.311 1:200 4m6= W:508 R:2529 0 8:2113 U: 975 o U: 923 ry TC c4- 7-4-15 12-1-4 15-5 21-3-10 7- 1-0 gC _4 _ 2 T c „ o wrvi 27-11-0 ALL PLATES ARB LOCE20, 6 PLATS BSI.SCT2D IN PIAT2 MONITOR Scale:0.759'=7' Robbins Enginsaring, Inc./Online Plus APPROX. TRUSS MIGHT: 213.4 LBS M -81 0.39 7688 C 0.10 0.29 W Hos 280055 61-K 0.32 7545 C 0.07 0.25 Tampa, M 33682 Oaline Plus -- Versim 17.7.009 N -Q 0.56 7194 C 0.12 0.44 RUN DATE: 23-a„4-05 S -C 0.41 4913 C 0.04 0.37 REFER TO ROBBING SMG. GENERAL ++++ C -P 0.52 2441 C 0.02 0.50 300128 AM Sn®OLS 8HMT FOR ++2•Fly+Truss + P -D 0.51 2566 C 0.01 0.50 ADDITIONAL SFECIFICATIOHS. ♦+++++eu++++++ Bottom Chords_________ A -L 0.88 6605 T 0.34 0.54 NOT2S: Cal -Si se- ----Lumbar---- L -E 0.64 7226 T 0.37 0.27 Trusses MaoufacturW by: TC 0.72 2. 4 SP-D88 S -F 0.39 5618T 0.29 0.10 TRIANGLS MIMING PRODUCTS SS B -C 2s 6 BYP-62 H -O 0.28 21 T 0.00 0.28 Analysis Conforms To: EE C -Y 2, 4 8PF-62 O -D 0.51 1980 T 0.24 0.27 ANSI/TPI 95 L 02 E D EP - 2. 4 S"-#2 ----------choM-Nabs2 CUNFLNTE TR08S28 MQUIRID. BC 0.88 2. 4 BPF-2100 S -F 0.27 734 T 0.08 0.19 Basten togstha in stagyared sx s -D 2: 4 BYB-62 8 -Q 0.37 3045 T 0.37 0.00 pattern. (1/2^ bolts -OR- CN 0.37 2z 4 SPY-62 _____________grabs_____________ SDa3 .crave -OR- 10d nails M 0.61 2x 3 SPF-#2 M -L 0.05 323 T as each layer is applied.) M --- 28 3 SYS-62 L -N 0.04 450 C ----spacing (la)---- N -K 0.11 925T Row Hail. 8.5 Bolts Brace truss u follows: S -Q 0.22 1291 T TC 1 12 24 0 O.C. Frog To 8 -C 0.61 3588 T BC 1 12 24 0 TC Cont. 0- 0- 0 27-11- 0 8 b 0.54 3146 T M 1 4 4 BC Cout. 0- 0- 0 27-11- 0 C b 0.47 1407 C plus cluster. of nail. where O -p 0.08 666 T .holm. Loading Live Dead (psf) OH Loading TC 37.8 7.0 LL Dafl -0.45^ in L -K L/726 Soffit p.f 2.0 HC 0.0 8.0 TL Defl -0.62^ is L -E L/525 pxovide Comantion to burin, Total 37.8 15.0 52.8 Shear // Grain is A -M 0.37 for 760 Lbs Horia Reaction Spacing 24.0^ Bs DI.P LL DL TL Design CAecked for LL on Sc Llaber Duration Factor 1.15 it D 0.54^ 0.20^ 0.75^ per HOCA (section 1606.2.3) Plate Duration Factor 1.15 and IBC/IRC-2003. TC F 1.00 So.1.00 Ft-1.00 Plates for sack ply sack face. Prevent truss rotation at all HU Fl,-1.00 7c 1.00 Ft-1.00 PLATING CONFORMS M TPI. bearing locations. PLATE VALUES MA4 M VERIFIffi1 NO'l8: USM MODIFI® PLATES Load Case i 1 HOCA L Seo1r Load WITH ROBBINS MANUFACTUAII7G. L..bar Duxftim Factor 115 GRIP HRS® ON a" S srp LUMBER plate Duration Factor 1..15 USING GROSS A TEST. plf - Li" Used. Fres, To Plate - LOCE 20 Ga, Gross Arae TC V 76 14 0.0' 27.9• Plate - RHS 20 Ga, Gross Area Truss Desi�1 En neer:Thomas A.Albani BC V 0 16 0.0' 27.9• at Type Plt Sias S 4 J9I Li ense#:0773 7-1 TC V 38 7 0.0- 12.0' A LOCH 5.Ox 6.0 2.7 2.4 1.00 A1�draw-P.O.Box 280055,Tampa,FL 33682 BC V 0 8 0.0' 12.01 M6 LOC]( 2.08 4.0 Cts Ctr 0.37 BC V 40 0 12.2' 15.51 81 LOCK 3.Ox 6.0 Ctr Cts 0.95 �. HL�Ir r SC V 40 0 20.9' 23.41 N LOCK 3.Ox 4.0 Ctr Cts 0.65 , Q BC V 400 200 12.1- CL-LB Q Lout 4.0x 4.0 etc Ctr 0.79 A. B LOCA 5.Ox 6.0 Ctr-2.7 0.75 r Flu. 4 Wind Load Cass(s) C LOCA S.Ox 6.0 Ctr-0.4 0.84 h Plu. 2 Unbalanced Load Cases P LOGE 5.Ox 6.0-0.5-0.6 0.57 A. D LOCH 3.0. 4.0-0.1 Ctr 0.83 E at React Uplft Size Req'd L LOGE 3.Ox 4.0 Cts Cts 0.59 Lbs Lbs In-Bz In-Ss E LOCK 3.Ox 4.0 etc Cts 0.63 A 2530 975 5- 8 1-10 F LOCK 6.08 8.0 Ctr 1.0 0.82 r tlz -638 E LOCK 2.0x 3.0 Cts 0.77 8 COXL'! D 2113 924 5- 8 1-11 O LOGE Oz 6.0-1.01.0 Cts 0.89 l� Hs - 761 --- 6 Flats Monitor used HMLb br CSI P . Axl-CSI-bad __________Top Chords_______ REVIninz B4: A -M 0.72 7795 c 0.10 0.62 Robbie. sngineerinq, Inc. RoM sEpimefiN.Inc/ nfneP s^0199a2005Venionl17009Epineemq-Ponrad W2=005110:34q Peter of2 Date Sealed:5/24/2005 Jab Mark Qu8F1 Type Span P1—H1 Left OH Right OH Engineering Q504023R R6 ' 2+2P SP 271100 10 1- 0- 0 1- 0- 0 705052540 ' U$ J#Q504023R Bruce Acker RT This design may haw plates selected through a plate monitor. Wind Loads - M8I / MC8 7-98 Trus. is designed as a Main Wind-Porte Resistance System. Wind 8pwad: 120 mph Mesa Roof Seight: 25-0 Saposur. Category: C Occupancy Factor : 1.00 Building Tp.: Snclo.ed Lon. location: Ratarior TC Dead Load 4.0 pef 8C DNC Load 5.0 p.f Rcof enoe Load per MCS 7-02 Ground Snow Load - 45.0 psf Rain Load . 0.0 p.f Importance yactoc 1.0 Thermal Factor 1.0 Saposnre Factor 1.2 Balanced Load Factor 0.8 Uck,slanc.d Load Factor 1.2 Onbalanoed Load. Ch.ckad Load Factors - 1.19 and 0.00 Mae comp. fore. 7795 Lb Quality Control Factor 1.25 ROEGns Enpnsenn9,IncfOnina PIusTM®19962005 Version 1].]009 Enpneem0-PwtraO SM120051141:M AM Re9e 2 0l2 Job Marls Quan Type Span P1-H1 Left OH Right OH Engineenng 5040238 R7 1 TR 180900 10 1- 0- 0 0 705052540 U# J#Q504023R Bruce Acker RT DG 12-1-15 HO 10-6-8 4x4= DG 18-5-2 B HO 4-13 #2Jx 411 10�6-- 12-10-2SPLM 12-0-6 K 3x4= 3x4= W:508 BGR R: 980 R: 874 U: 256 U: 667 TO 1 1 6-7-6 1 13-11-8 0 MU o m » �y 15-9-0 e 12- 2- 0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Style:0.178"=t' Robbins Engineering, Inc./Online Pluee APPROX. TRUSS WEIGHT: 133.1 LBS L -K 0.76 462 T 0.02 0.74 No Mind exposure on right and. -------------Webs------------- NOTE: USER MODIFIED PLATES Online Plus -- Version 17.7.009 M -L 0.46 713 T This design may have plates RUN DATE: 23-MAY-05 L -B 0.45 832 T 1 Br selected through a plate B -K 0.60 818 C 1 Br monitor. CSI -Size- ----Lumber---- K -J 0.04 113 C 1 Br Wind Loads - ANSI / ASCE 7-98 TC 0.84 2x 4 SPF-2100 Truss is designed as a Main EX B -J 2x 4 SPF-#2 LL Defl -0.09" in A -L L/999 Wind-Force Resistance System. BC 0.90 2x 4 SPF-#2 TL Defl -0.27" in A -L L/679 Wind Speed: 120 mph WB 0.60 2x 3 SPF-#2 Shear // Grain in M -B 0.49 Mean Roof Height: 25-0 EX K -J 2x 4 SPF-#2 Exposure Category: C Plates for each ply each face. Occupancy Factor : 1.00 Brace truss an follows: PLATING CONFORMS TO TPI. Building Type: Enclosed O.C. From To PLATE VALUES MAY BE VERIFIED Zona location: Exterior TC Cont. 0- 0- 0 15- 9- 0 WITH ROBBINS MANUFACTURING. TC Dead Load : 4.0 pef BC Cont. 0- 0- 0 15- 9- 0 GRIP BASED ON SPF G SYP LUMBER BC Dead Load : 5.0 pef WB 1 rows CLS on L -B USING GROSS AREA TEST. Roof Snow Load per ASCE 7-02 WB 1 rows CLB on B -K Plata - LOCK 20 Ga, Groes Area Ground Snow Load - 45.0 psf WB 1 rows CIA on K -J Plate - RES 20 Ga, Groes Area Rain Load - 0.0 pef Attach CLB with (2)-8d nails it Type Ell: Size X Y JSI Importance Factor 1.0 at each web. A LOCK 3.Ox 4.0 0.1 Ctr 0.65 Thermal Factor 1.0 M LOCK 5.Ox 6.0 0.5-0.6 0.49 Exposure Factor 1.2 Loading Live Dead (psf) B LOCK 4.Ox 4.0 Ctr Ctr 0.94 Balanced Load Factor 0.6 TC 30.0 7.0 J# LOCK 2.Ox 4.0 Ctr Ctr 0.38 Unbalanced Load Factor 1.2 BC 0.0 8.0 L LACK 3.Ox 4.0-0.1 Ctr 0.97 Unbalanced Loads Chocked Total 30.0 15.0 45.0 K LACK 3.Ox 4.0 Ctr Ctr 0.69 Load Factors - 1.19 and 0.00 Spacing 24.0" No, comp. force 830 Lbs Lumber Duration Factor 1.15 # = Plate Monitor used Quality Control Factor 1.25 Plata Duration Factor 1.15 TC Fb-1.00 Fc-1.00 Ft-1.00 REVIEWED BY: BC Fla-1.00 Fc-1.00 Ft-1.00 Robbins Engineering, Inc. PO Boz 280055 Plus 4 Wind Load Canals) Tampa, FL 33682 Plus 2 Unbalanced Load Cases Truss De Enggi1neer:Tholrias A.Albani Plus 1 BC LL Load Canals) REFER TO ROBBINNS ENG. GENERAL. License q:07735x2 Address:P.O.Box 260055,Tampa,FL 33682 NOT89 AND 8Y14BOLB SHEET FOR Jt React Uplft Size Req'd ADDITIONAL. SPECIFICATIONS. NE Lbe Lbs In-Sx In-8z d 'r A 980 256 5- 8 1- 9 NOTES: V A. HE - 793 Trussea Manufactured by: K 875 668 3- 8 1- 6 TRIANGLE BUILDING PRODUCTS e HE 521 Analysis Conforms To: f ANSI/TPI 95 6 02 Mambr CSI P Lbs Axl-CSI- ON Loading - --Top Chords------------- Soffit pef 2.0 A -M 0.83 830 C 0.00 0.83 Provide connection to bearing M -B 0.84 532 C 0.01 0.83 for 793 Lba Soria Reaction B -J 0.37 67 C 0.00 0.37 Design checked for LL on BC (pro --------Bottom Chords--------- per BOG (section 1606.2.3) /1y� A -L 0.90 674 T 0.16 0.74 and IBC/IRC-2003. I �' ts R.O.E,...nrp,Inc IOnina%usTM®199&2005 Version 1].].009 Egmn.e g-Portrait 523800511:41'34AM Pape 1 Date Sealed:5124/2005 ROBBINS ENG . GENERAL NOTES & SYMBOLS PLATS LOCATION PLATS SIZE IATSBAL HL4MG --I 1— 108 Center plates on Joints 6.3 x 6.9 The first dimension is the lata continuous lateral bracing unless otherwise noted in width measured perpen- / attached with(2)8d nalk each platelistnsi n on giveng. dimer ioslots. The second / member where stiffener Dimensions are given ta dimension is the length � / 'T"or"17 brace stlHena H inches(i.e.1 1/2'or 1.5')or measured parallel to slots. j applicable railed flat to edge of IN-16ths(Le.108). �y/ web with 12d nails spaced 8'u.c. 'T'a"C brace must be extended at least 90%of web length PLATS ORIENTATION DIMENSIONS BEARING When dawn,indicates 6-0S-08 All dimensions are dawn in r �ti when truss k designed to direction of slots in I' . �I Fr-IN-SX(i.e.fi'8 1/Z'a bar on multiple supports, connector plate. 6-08-08). Dimensions less interior hearing locations F 70 than one foot are shown in y should be marked on the IN-SX only(Le.708). truss. Interim support temporary be in place before erecting this truss. ff necessary,shim bearings to assure solid contact with toss. ROBBINS LOCK connector plates (20 ga.gale steel Trussed Rafters. Robbins Eng.Co.beans no ASTM A653 SS Grade 40) shall be applied on both responsibility for the erection of trusses,field bracing faces of toss at each joint Center the plates,unless or permanent toss bracing. Refer to HIB-91 or BCSI shown otherwise by circles (o) or dimensions. No 1-03 as published by the Truss Plate Institute,583 loose knots or wanes in plate contact area Splice D'Onofrlo Drive,Suite 200,Madison,Wisconsin only where shown Overall spans assume 4'bearings 53719. Pixsons erecting trusses are cautioned to seek at each end,unless indicated otherwise. Cutting and professional advice concerning proper erection bracing fabrication shall be performed on equipment which to prevent toppling and-dominoing". Care should be produces snug-fitting joints and plates. Unless taken to prevent damage during fabrication,storage, otherwise noted,moisture content of lumber shall shipping and erection Tbp and bottom chords shall be not exceed 19%at time of fabrication and these adequately braced in the absence of sheathing or rigid designs are not applicable for use with fire retardant ceiling,respectively. It is the responsibility of others lumber. This design was prepared in accordance with to ascertain that the design loads utilized on this "National Design Specifications for Stress-Grade drawing meet or exceed the actual dead loads Lumber and Its lbstennings- (AFPA), -Design imposed by the structure and the live loads imposed Specifications for Light Metal Plate Connected Wood by the local building code or historical climatic records. Trusses" (TPI),and HUD Design Criteria for FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF BUILDING DESIGNER TO REVIEW THIS DRWG. &VERIFY THAT DATA INCLUDING DIM.&LOADS CONFORM TO ARCH.PLAN/SPECS&FAB.TRUSS LAYOUTS. i2 CORPORATSHIImuia SRS P.O.Boot 280055 Thiopa,FL 33682-0055 800-282-1299 • lax.813-971-6117 Index Page 1 of 1 Permit Number: Lot Number: Miscellaneous: Address: The information in this box is for administrative purposes only and is not pan of the engineering review. Standar sf Truss Fabricator.Triangle Building Products TTc Dead i Live 100 ps Bc Live 0 ps Job Reference:Q504023F- Bruce Acker FT Total d 55 psf ANSVASCE 7-98 ROBBINS P.O.Box 280055 Wind Speed- 120 mph Tampa,FL 33682-0055 Engineering Index Sheet Mean Roof Ht.- 25 fl. ENGINEERING, INC. Phone:(813)972-1135ntlex Pagel of Exposure Catergory-C Occupancy Factor- 1.00 M W FRS Job Number Date FBC-2001 Chapter 16 and 23 Specification Quantity Enclosed T05052531 5/23/2005 6 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for individual truss components fabricated in accords with the listed and attachad Truss Specification Sheets.Determination as to the suitabilityy of these individual truss components for any structure is the respons(bety of the Notes:Refer to individual Building Designer,as defined in ANSI/TP1 1-1995,Section 2.2.Permanent files of the original Truss Specificstlon Sheet are truss design drawings for maintained by Robbins Engineering,Inc.Questions regarding this Index Sheet and/or the attached Specification Sheets may special loading be directed to the truss fabricator listed above or Robbins Engineering,Inc.(Sofware-Online Plus) conditions. Date Mark Date Mark Date Mark Date Mark 1 11/1]/04 F1 2 71/17104 F21 3 11/17/04 F3 4 1111]/04 F4 i 5 11/1]/04 L1 8 71/17104 L2 I, I QF / Truss Design Engineer:Thomas A.Noani License k:077357-1 Address:P.O.Box 280055,Tampa,FL 33682 Ne Y Ir A. C> - ru �! 2 h � C7 r FEs81QN� III V �*y Dale Seated.1212005 Jab Mark Quan Type Span P1-H1 Left OH Right OH Engineering 504023F F1 5 MOO 121064 10600 O 0 T05052531 UM J$Q504023F Bruce Acker FT HO 1-6-0 HO 1-6-0 1x3= 5.611 1.311 3x3= 1z311 3z3= 2x4= F A M N J S E D T 1-6-0 C 3z4= LE I 306 3x3= 1.311 3x6= R: 712 G ory X:30H o^ N0 R:.157H NN O TC 11 2-7-5 5-2-4 7-3-4 9-10-0 12-4-12 BCl v 0 0 � 12-SO-4 ALL PLATES ARE 10=0 Style:0.474"=1' Robbins Engineering, Inc./Online Plus APPROX. TRUSS WEIGHT: 64.2 LRS M -L 0.23 602 T per HOCA (section 1606.2.3) L -N 0.04 203 C and IBC/iRC-2003. Online Plus -- Version 17.7.009 K -J 0.02 63 C Max gap between edge of brg RUN DATE: 23-MAY-05 J -I 0.13 598 C and and diagonal is 1/211. I -H 0.06 300 C Provide 2X6 continuous CSI -Size- ----Lumber---- I -F 0.47 1195 T strongbacks (on edge) every TC 0.77 3x 2 SPF-M2 10.0 Ft. Fasten to each BC 0.87 3x 2 SPF-M2 LL Defl -0.19" in C -L L/781 truss w/ 3-16d Haile at WB 0.47 3x 2 SPF-M2 TL Defl -0.31" in C -L L/470 truss member(s) . Shear // Grain in M -N 0.50 This truss must be installed Brace truss as follows: as shown. It cannot be O.C. From To Plates for each ply each face. installed upside-down. TC Cont. 0- 0- 0 12-10- 4 PLATING CONFORMS TO TPI Max CORP. force 1510 Lbs BC Cont. 0- 0- 0 12-10- 4 PLATE VALUES MAY BE VERIED Quality Control Factor 1.25 WITH ROBBINS ENGINEERING, INC. Loading Live Dead (psf) GRIP BASED ON SPF 6 SYP LUMBER TC 40.0 10.0 USING GROSS AREA TEST. BC 0.0 5.0 Plate - LOCK 20 Ga, Gross Area Total 40.0 15.0 55.0 Plate - RHS 20 Ga, Gross Area Spacing 24.0" Jt Type Plt Size X Y JSI Lumber Duration Factor 1.00 A LOCK l.Ox 3.0 Ctr Ctr 0.75 Plate Duration Factor 1.00 A LACK l.Ox 3.0 Ctr Ctr 0.00 TC kb1.15 Fc=1.10 Ft--1.10 M LOCK 3.Ox 3.0 Ctr Ctr 0.99 BC E'b=1.10 Fc=1.10 Ft=1.10 N LOCK l.Ox 3.0 Ctr Ctr 0.75 Plus 2 Unbalanced Load Cases J LOCK 3.Ox 3.0 Ctr Ctr 0.53 H LACK 2.Ox 4.0 Ctr Ctr 0.77 it React Uplft Size Req'd F LOCK 5.Ox 6.0-2.5 Ctr 0.73 Lbs Lbe In-Sx In-Sx C LACK 3.Ox 4.0-0.5 Ctr 0.96 C 679 0 3- 8 1- 0 L LACK 3.Ox 3.0 Ctr Ctr 0.99 F 712 0 3- 8 1- 0 K LOCK 1.Ox 3.0 Ctr Ctr 0.75 I LACK 3.Ox 6.0 0.8 Ctr 0.95 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- Trust Design Engineer Thomas A.Alban A -M 0.71 0 T 0.00 0.71 REVIEWED BY: Liggnse#:077357-1 M -N 0.75 1510 C 0.04 0.71 Robbins Engineering, inc. AdUress:P.O.Box 280055,Tampa,FL 33682 N -J 0.77 1510 C 0.04 0.73 PO Box 280055 J (V r -H 0.74 1063 C 0.01 0.73 Tampa, FL 33682 Q H -F 0.11 585 C 0.10 0.01 A. H -F 0.11 585 C 0.10 0.01 REFER TO ROBBINS ENG. GENERAL F -D 0.04 0 T 0.00 0.04 NOTES AND SYMBOLS SHEET FOR % A a --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. j C -L 0.67 1034 T 0.31 0.36 - L -K 0.87 1510 T 0.39 0.48 NOTES: K -I 0.87 1510 T 0.39 0.48 Trusses Manufactured by: I -G 0.29 0 T 0.00 0.29 TRIANGLE BUILDING PRODUCTS -------------Webs------------- Analysis Conforms To: C -A 0.02 100 C ANSI/TPI 95 6 02t L C -M 0.27 1173 C Design checked for LI. on BC ISti Ro Wins E gneeriw,im.l nine PWsTM®19962005 Venion 17.1009 E gimenig-Pones WW00511'09:14 AM Page 1 Date Sealed.5/23/2005 *U* 0� obQuan Type Span Pl-Hl Left OH Right OH Engineering 023F F2 2 M OO 200908 10600 6 0 705052531 504023F Bruce Acker FT HO 1-6-0 SO 1-6-0 1x3 7.611 1z311 4x6= 2x411 3x4= 3x4= 2.411 3z4= 4z4= 3x4= F A 0 P Q R S Sl J H ED -T_ B 1-6-0 C LZ7E= 3.6-_ N wl LK 8 4x8= S2 2x411 2.411 3.6-- 4x8= 8:1184 G 20G-RHS-3x7= ao W:308 m R:]d 62 m 0 TC 2-7-8 5-2-4 7-9-12 10-0-4 12-7-12 15-2-8 17-9-4 20-4-0 BC 5- -12 ]-11-4 1 -1-12 12-9-4 17-1 -1 20-5-8 es a '90 20-9-8 ^' EXCEPT AS SHO ALL PLATES ARE LOCK20 Scale:0.302"=1' Robbin Enginering, Inc./Online Pluses APPROX. TRUSS WEIGHT: 136.1 LBS M -L 0.97 4291 T 0.36 0.61 REVIEWED BY: L -K 0.94 4291 T 0.36 0.58 Robbins Engineering, Inc. Online Plus -- Version 17.7.009 K -I 0.47 3261 T 0.35 0.12 PO Box 280055 RUN DATE: 23-14AY-05 I -G 0.12 0 T 0.00 0.12 Tampa, FL 33682 -------------Webs------------- CSI -Size- ----Lumber---- C -A 0.02 104 C REFER TO ROBBINS ENG. GENERAL TC 0.55 4x 2 SPF-42 C -0 0.59 2188 C NOTES AND BY14BOLS SHEET FOR EX A -S1 4x 2 SPF-2100 O -N 0.76 1556 T ADDITIONAL SPECIFICATIONS. BC 0.97 4x 2 SPF-2100 N -P 0.07 278 C WB 0.76 4x 2 SPF-STUD N -Q 0.35 1304 C NOTES: EX I -F 4x 2 SP43 M -Q 0.13 263 T Trusses Manufactured by: L -R 0.06 136 C TRIANGLE BUILDING PRODUCTS Brace truss as follows: R -K 0.18 665 C Analysis Conforms To: O.C. From To K -S 0.09 355 C ANSI/TPI 95 6 02 TC Cont. 0- 0- 0 20- 9- 8 K -J 0.48 986 T Design checked for LL on BC BC Cont. 0- 0- 0 20- 9- 8 J -I 0.40 1497 C per BOCA (section 1606.2.3) I -H 0.06 240 C and IBC/IRC-2003. Loading Live Dead (psf) I -F 0.87 2182 T Max gap between edge of brg TC 40.0 10.0 and and diagonal is 1/211. BC 0.0 5.0 LL Defl -0.4711 in L -K L/516 Provide 2X6 continuous Total 40.0 15.0 55.0 TL Defl -0.6311 in L -K L/386 strongbacks (on edge) every Spacing 24.0^ Shear // Grain in Q -R 0.41 10.0 Ft. Fasten to each Lumber Duration Factor 1.00 truss w/ 3-16d nails at Plate Duration Factor 1.00 Plates for each ply each face. truss member(s) . TC Fb-1.15 Fc=1.10 Ft=1.10 PLATING CONFORMS TO TPI This truss must be installed BC Fb=1.10 FF1.10 Ft=1.10 PLATE VALUES MAY BE VERIED as shown. It cannot be Plus 2 Unbalanced Load Cases WITH ROBBINS ENGINEERING, INC. installed upside-down. Plus 1 BC LL Load Case(s) GRIP BASED ON SPF 6 SYP LUMBER Max comp. force 4291 Lbs USING GROSS AREA TEST. Quality Control Factor 1.25 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area C 1162 0 3- 8 1- 0 Jt Type Plt Size X Y JSI F 1185 0 3- 8 1- 0 A LOCK S.Ox 3.0 Ctr Ctr 0.75 A LOCK 1.Ox 3.0 Ctr Ctr 0.00 Membr CSI P Lbs Axl-CSI-Bnd O LOCK 4.Ox 6.0 0.2-0.5 0.97 Tro�Design Engineer:Thomas A.Alban --Top Chords---------- P LACK 2.Ox 4.0 Ctr-0.5 0.53 License#: 77357-1 A -0 0.25 0 T 0.00 0.25 Q LOCI( 3.Ox 4.0-0.5 Ctr 0.71 Address:P.O.Box 280055,Tampa,FL 33682 O -P 0.36 3299 C 0.35 0.01 R LOCK 3.Ox 4.0 0.5 Ctr 0.71 P -Q 0.68 3299 C 0.03 0.65 S LOCK 2.0x 4.0 Ctr-0.5 0.53 Q Nit / Y Q -R 0.74 4291 C 0.09 0.65 81 LOCK W3.Ox 4.0 Ctr Ctr 0.00 A. R -S 0.67 4130 C 0.14 0.53 J LOCK 4.Ox 4.0-0.2-0.5 1.00 �r S -S1 0.43 4130 C 0.10 0.33 H LOCK 3.Ox 4.0 Ctr Ctr 0.94 S1-J 0.55 4130 C 0.37 0.18 F LACK 7.Ox 6.0-3.5 Ctr 0.88 �' 4j J -H 0.38 1942 C 0.06 0.32 C LOCK 3.Ox 6.0 Ctr Ctr 0.90 H -F 0.15 1068 C 0.14 0.01N LOCK 4.Ox 8.0 Ctr 0.5 0.97 r H -F 0.15 1068 C 0.14 0.01 S2 ERB W3.Ox 7.0 Ctr Ctr 0.00 n F -D 0.03 0 T 0.00 0.03 M LACK 2.Ox 4.0-0.2 0.5 0.53 t� --------Bottom Chords--------- L LACK 2.Ox 4.0 0.2 0.5 0.53 C -N 0.33 1928 T 0.21 0.12 K LACK 3.Ox 6.0 0.2 Ctr 0.93 017 ? ._•*y N -82 0.56 4291 T 0.47 0.09 I LOCK 4.Ox 8.0 0.8 0.5 0.96S51N" S2-M 0.97 4291 T 0.36 0.61 Robbins Epineii Ins.,onine Pts-0 199&2005 Version 17.].009 Engineering-Ponied 51232005 11,09 14 AM Page 1 Dale Sealed:5/23/2005 Job Nark Quan Type Span P1-1141 Left OH Right OH Engineering 504023F V3 9 r1100 270508 10600 0 0 705652531 U# J#Q504023F Bruce Acker FT SO 1-6-0 SO 1-6-0 1x3 1x3= 3x4= 1x311 3x6= 2x411 3x4= 2.411 3x4= 3x4= S1 2x411 3x4= 2x411 3x6= 1.311 HG P g R S T O V W x Y D$ T 1-6-0 I F 3x4= y O N N L X6= J 3 Sze= 3:6= 82 2x411 2:411 3xx 6= 3x6= W:508 3x6= W: R:.745 R: or r MO-11-01 4-5-12 i 7-0-8 9-7-4 12-2-1214-3-4 16-10-12 19-5-8 22-0-4 24-7-0 27-2-8 27N I 27-5-8 0 ALL PiATEB ARE LOCK20 Scale:0.222"=1' Robbins Engineering, Ino./Online Plus APPROX. MUSS WEIGHT: 177.9 LBS -------------Webs------------- K LOCK 3.Ox 6.0 Ctr Ctr 0.71 I -G 0.00 32 C J LOCK 3.Ox 6.0 0.5 Ctr 0.99 Online Plus -- Version 17.7.009 I -P 0.30 1175 C F LOCK 3.Ox 6.0 Ctr Ctr 0.71 RUN DATE: 23-MAY-05 P -O 0.60 1226 T O -Q 0.03 129 C CSI -Size- ----Lumber---- 0 -R 0.24 895 C REVIEWED BY: TC 0.59 4x 2 SPF-#2 R -N 0.30 619 T Robbins Engineering, Inc. BC 0.59 4x 2 SPF-2100 N -S 0.04 160 C PO Box 280055 WB 0.60 4x 2 SPF-STUD N -T 0.15 575 C Tampa, FL 33682 M -T 0.05 120 T Brace trues as follows: L -U 0.04 101 C REFER TO ROBBINS ENG. GENERAL O.C. From To U -K 0.13 494 C NOTES AND SYMBOLS SHEET FOR TC Cont. 0- 0- 0 27- 5- 8 K -V 0.04 166 C ADDITIONAL SPECIFICATIONS. BC Cont. 0- 0- 0 27- 5- 8 K -W 0.26 542 T W -J 0.22 815 C NOTES: Loading Live Dead (psf) J -X 0.03 124 C Trusses Manufactured by: TC 40.0 10.0 J -Y 0.56 1134 T TRIANGLE BUILDING PRODUCTS BC 0.0 5.0 Y -F 0.39 1442 C Analysis Conforms To: Total 40.0 15.0 55.0 F -D 0.01 51 C ANSI/TPI 95 a 02 Spacing 12.0" Design checked for LL on BC Lumber Duration Factor 1.00 LL Defl -0.531, in L -K L/596 per BOCA (section 1606.2.3) Plate Duration Factor 1.00 TL Defl -0.74" in M -L L/431 and IBC/IAC-2003. TC Fb=1.15 Fc=1.10 Pt--1.10 Shear // Grain in T -U 0.21 Provide 2X6 continuous BC Fb=1.10 Fc=1.10 Ft--1.10 strongbacke (on edge) every Plus 2 Unbalanced Load Cases Plates for each ply each face. 10.0 Ft. Paster, to each PLATING CCNPORNS TO TPI truss w/ 3-16d nails at Jt React Uplft Size Req'd PLATE VALUES MAY BE VERIED truss member(a) . Lbs Lbe In-Sx In-Sx WITH ROBBINS ENGINEERING, INC. This truss must be installed L 745 0 5- 8 1- 0 GRIP BASED ON SPF 6 SYP LUMBER as shown. It cannot be F 745 0 5- 8 1- 0 USING GROSS AREA TEST. installed upside-down. Plate - LOCK 20 Ga, Gross Area Max comp. force 3651 Lbs Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area Quality Control Factor 1.25 ----------Top Chords---------- Jt Type Plt Size X Y JSI G -P 0.14 0 T 0.00 0.14 G LOCK 1.0x 3.0 Ctr Ctr 0.75 P -Q 0.20 2024 C 0.09 0.11 G LOCK 1.Ox 3.0 Ctr Ctr 0.00 Q -R 0.22 2024 C 0.21 0.01 P LOCK 3.Ox 6.0 0.2 Ctr 0.95 R -S 0.45 3359 C 0.44 0.01 Q LOCK 2.Ox 4.0 Ctr-0.5 0.53 8 -T 0.50 3359 C 0.17 0.33 R LOCK 3.Ox 4.0 Ctr Ctr 0.72 Tmss Design Engineer:Thomas A.Albani T -U 0.51 3651 C 0.10 0.41 S LOCK 2.Ox 4.0 Ctr-0.5 0.53 License#'077357-1 U -Sl 0.59 3468 C 0.19 0.40 T LOCK 3.Ox 4.0-0.5 Ctr 0.71 Address:P.O.Box 280055,Tampa,FL 33682 Sl-V 0.51 3468 C 0.33 0.18 U LOCK 3.Ox 4.0 0.5 Ctr 0.71 Ne`r V -W 0.42 3468 C 0.29 0.13 31 LOCK W3.Ox 4.0 Ctr Ctr 0.00 -e� ,r W -X 0.30 2271 C 0.29 0.01 V LOCK 2.Ox 4.0 Ctr-0.5 0.53 A. X -Y 0.34 2271 C 0.34 0.00 W LOCK 3.Ox 4.0 Ctr Ctr 0.65 #►e Y -D 0.19 0 T 0.00 0.19 X LOCK 2.Ox 4.0 Ctr-0.5 0.53 h --------Bottom Chords--------- Y LOCK 3.Ox 6.0 Ctr Ctr 0.93 a I -O 0.13 942 T 0.10 0.03 D LOCK 1.0x 3.0 Ctr Ctr 0.75 O -N 0.35 2813 T 0.30 0.05 D LOCK 1.Ox 3.0 Ctr Ctr 0.00r e N -82 0.43 3651 T 0.27 0.16 I LOCK 3.Ox 4.0-0.5 Ctr 0.91 S2-M 0.56 3651 T 0.27 0.29 0 LOCK 3.Ox 8.0 Ctr Ctr 0.95 M -L 0.59 3651 T 0.27 0.32 N LOCK 3.Ox 6.0 Ctr Ctr 0.71On, A L -K 0.59 3651 T 0.27 0.32 S2 LOCK W3.Ox 6.0 Ctr Ctr 0.00 *ty K -J 0.36 2990 T 0.32 0.04 M LOCK 2.0x 4.0-0.2 0.5 0.53 J -F 0.17 1271 T 0.13 0.04 L LOCK 2.Ox 4.0 0.2 0.5 0.53 Rete ri.Enpine.n%Inc IOn6z PMS-0 19962005 Version 17 7 009 Engineerew-Ponnit 512=005110914 Mt Papel Date Sealed:5/23/2005 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 504023F F4 21 ' =1100 271100 10600 0 0 70505253/ UN JNQ504023F Bruce Acker FT RD 1-6-0 Bo 1-6-0 1x3= 1.3-- 1.311 x3-1x311 3x6= 2x411 3x4= 2.411 3x4= 3x4=3x4= 2x411 3x4- 2=411 3x6= 1x311 RA M N 0 P Q R S1 S T U V D,, 1-6-0 C F _i 3X6-__ L K 82 J I e G 3.6- 6 ® � 3x6= 3x = 3x6=2x411 2x411 3x6= 3x6= W:508 A: q�8 R:.757 R: 057 0 TC 2-7-8 1 5-2-4 i 7-9-0SO-3-12 12-11-4 140812 17-4-4 19-11-0 22-5-12 25-0-8 27-8-0 27 ALL PLATES ARS LOCK20 Scale:0.219"=1' Robbins Engineering, Inc./Online Plues APPROS, TRUSS HEIGHT: 180.8 LBS -------------Webs------------- H LOCK 3.Ox 6.0 Ctr Ctr 0.71 C -A 0.01 51 C G LOCK 3.Ox 6.0 0.8 Ctr 0.95 Online Plus -- Version 17.7.009 C -M 0.39 1468 C F LOCK 3.Ox 6.0 Ctr Ctr 0.71 RUN DATE: 23-MAY-05 M -L 0.57 1163 T L -N 0.03 125 C CSI -Size- ----Lumber---- L -0 0.22 839 C REVIEWED BY: TC 0.40 4x 2 SPF-2100 O -K 0.28 569 T Robbins Engineering, Inc. BC 0.52 4x 2 SPF-2100 K -P 0.04 167 C PO Box 280055 WB 0.57 4x 2 SPF-STUD K -Q 0.14 516 C Tampa, FL 33682 J -Q 0.04 98 T Brace trues as follows: I -R 0.04 98 T REFER TO ROBBINS ENG. GENERAL O.C. From To R -H 0.14 516 C NOTES AND SYMBOLS SHEET FOR TC Cont. 0- 0- 0 27-11- 0 H -S 0.04 167 C ADDITIONAL SPECIFICATIONS. BC Cont. 0- 0- 0 27-11- 0 H -T 0.28 569 T T -G 0.22 839 C NOTES: Loading Live Dead (pef) G -U 0.03 125 C Trusses Manufactured by: TC 40.0 10.0 G -V 0.57 1163 T TRIANGLE BUILDING PRODUCTS BC 0.0 5.0 V -F 0.39 1468 C Analysis Conforms To: Total 40.0 15.0 55.0 F -D 0.01 51 C ANSI/TPI 95 6 02 Spacing 12.0" Design checked for LL on BC Lumber Duration Factor 1.00 LL Defl -0.51" in J -I L/639 per BOCA (section 1606.2.3) Plate Duration Factor 1.00 TL Defl -0.70" in J -I L/461 and IHC/IRC-2003. TC Fb=1.15 Fc=1.10 Ft=1.10 Shear // Grain in P -Q 0.17 Provide 2X6 continuous BC Fb=1.10 Fc=1.10 Ft=1.10 strongbacks (on edge) every Plus 2 Unbalanced Load Cases Plates for each ply each face. 10.0 Ft. Fasten to each PLATING CONFORMS TO TPI trues w/ 3-16d nails at Jt React Uplft Size Req'd PLATE VALUES MAY BE VERIED truss member(e) . Lbe Lbe In-Sx In-Sx WITH ROBBINS ENGINEERING, INC. This trues must be installed C 758 0 5- 8 1- 0 GRIP BASED ON SPF 6 SYR LUMBER as shown. It cannot be F 757 0 5- 8 1- 0 USING GROSS AREA TEST. installed upside-down. Plate - LOCK 20 Ga, Grose Area Max comp. force 3781 Lbs Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Groes Area Quality Control Factor 1.25 ----------Top Chords---------- Jt Type Plt Size X Y JSI A -M 0.11 0 T 0.00 0.11 A LOCK 1.0x 3.0 Ctr Ctr 0.75 M -N 0.23 2319 C 0.23 0.00 A LOCK 1.0x 3.0 Ctr Ctr 0.00 N -0 0.22 2319 C 0.21 0.01 M LOCK 3.Ox 6.0 Ctr Ctr 0.95 O -P 0.34 3561 C 0.33 0.01 N LOCK 2.Ox 4.0 Ctr-0.5 0.53 P -Q 0.40 3561 C 0.39 0.01 0 LOCK 3.Ox 4.0 Ctr Ctr 0.67 Truss Design Engineer Thomas A.Alban Q -R 0.35 3781 C 0.35 0.00 P LOCK 2.Ox 4.0 Ctr-0.5 0.53 License 4 0773577-1 R -Sl 0.40 3561 C 0.39 0.01 Q LACK 3.Ox 4.0-0.5 Ctr 0.71 Address:P.O.Box 280055,Tampa,FL 33682 SI-S 0.33 3561 C 0.33 0.00 R LOCK 3.Ox 4.0 0.5 Ctr 0.71 S -T 0.34 3561 C 0.33 0.01 Sl LOCK W3.Ox 4.0 Ctr Ctr 0.00 �qNBA y T -U 0.22 2319 C 0.21 0.01 S LOCK 2.Ox 4.0 Ctr-0.5 0.53 f4 A U -V 0.23 2319 C 0.23 0.00 T LOCK 3.Ox 4.0 Ctr Ctr 0.67 V -D 0.11 0 T 0.00 0.11 U LOCK 2.Ox 4.0 Ctr-0.5 0.53 --------Bottom Chords--------- V LOCK 3.Ox 6.0 Ctr Ctr 0.95 E' ■ C -L 0.18 1294 T 0.14 0.04 D LOCK 1.Ox 3.0 Ctr Ctr 0.75 L -K 0.37 3059 T 0.33 0.04 D LOCK 1.0x 3.0 Ctr Ctr 0.00 K -S2 0.44 3781 T 0.41 0.03 C LOCK 3.Ox 6.0 Ctr Ctr 0.71 e S2-J 0.52 3781 T 0.28 0.24 L LOCK 3.Ox 6.0-0.8 Ctr 0.95 J -I 0.52 3781 T 0.28 0.24 K LOCK 3.Ox 6.0 Ctr Ctr 0.71 I -H 0.52 3781 T 0.28 0.24 S2 LOCK W3.Ox 6.0 Ctr Ctr 0.00 H -G 0.37 3059 T 0.33 0.04 J LACK 2.Ox 4.0-0.2 0.5 0.53 ay.►, -E.'3n1* G -F 0.18 1294 T 0.14 0.04 I LOCK 2.Ox 4.0 0.2 0.5 0.53 RoM s Eyneering.Inc ones%s^O 199&2005 Version 1)2009 Engineering.P dmh 5QM00511.0915 AM Page 1 Date Sealed:5/23/2005 Job Mnrt Quan Type Span Pl-Hl Left OH Right ON Engineering ' SO4023F L1 1 MOO 120612 16600 0 o T05052531 U# J#Q504023F Bruce Acker FT KO 1-6-0 BO 1-6-0 +17 311 1z3- 1x311 F -1x311 •1x311 •1x311 -1x311 •1x311 +1x311 •1x311 +1x311 1.311 A B J L N P R T v C T 1-6-0 T B 1131 1 G Z K M O Q 8 U K •1.311 -1x311 •1x311 -1x311 •1x311 •1x311 •1x311 -1x311 •1x311 2x411 N Tcl 12-5-4 12-6-12 ALL PLATES ARE LOCK20 SWI•:0.483"=V Robbins Engineering, Inc./Online Plud' APPROIC. TRUSS WEIGHT: 56.4 LBS Q -S 0.01 0 T 0.00 0.01 S LOCK 1.Ox 3.0 Ctr Ctr 0.75 S -U 0.01 0 T 0.00 0.01 U LOCK 1.0x 3.0 Ctr Ctr 0.75 Online Plus -- Version 17.7.009 U -W 0.01 0 T 0.00 0.01 W LOCK L.Ox 3.0 Ctr Ctr 0.75 RUN DATE: 23-MAY-05 W -E 0.01 0 T 0.00 0.01 E LACK 2.0x 4.0 Ctr 0.5 0.75 -------------Webs------------- CSI -Size- ----Lumber---- B -A 0.00 4 C TC 0.13 3x 2 SPF-#2 E -C 0.01 52 C 0.01 0.00 REVIEWED BY: BC 0.02 3x 2 SPF-#2 ----------Gable Webs---------- Robbins Engineering, Inc. WB 0.01 3x 2 SPF-#2 G -F 0.02 99 C PO Box 280055 GW 0.02 3x 2 SPF-#2 I -H 0.02 138 C Tampa, FL 33682 K -J 0.02 132 C Brace truss as follows: M -L 0.02 133 C REFER TO ROBBINS ENG. GENERAL O.C. From To 0 -N 0.02 133 C NOTES AND SYMBOLS SHEET FOR TC Cont. 0- 0- 0 12- 6-12 Q -P 0.02 133 C ADDITIONAL SPECIFICATIONS. BC Cont. 0- 0- 0 12- 6-12 S -R 0.02 133 C U -T 0.02 132 C NOTES: Loading Live Dead (psf) W -V 0.02 137 C Trusses Manufactured by: TC 40.0 10.0 TRIANGLE BUILDING PRODUCTS BC 0.0 5.0 LL Defl 0.0011 in B -G L/999 Analysis Conforms To: Total 40.0 15.0 55.0 TL Defl 0.00" in G -I L/999 ANSI/TPI 95 6 02 Spacing 24.01, Shear // Grain in F -H 0.21 Design checked for LL on BC Lumber Duration Factor 1.00 per BOCA (section 1606.2.3) Plate Duration Factor 1.00 Plates for each ply each face. and IBC/IRC-2003. TC Fb=1.15 Fc=1.10 Ft--1.10 PLATING CONFORMS TO TPI This trues must be installed BC Fb=1.10 Fc-1.10 Ft=1.10 PLATE VALUES MAY BE VERIED as shown. It cannot be WITH ROBBINS ENGINEERING, INC. installed upside-down. Jt React Upl£t Size Req'd GRIP BASED ON SPF 6 SYP LUMBER Max comp, force 138 Lbs Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. Quality Control Factor 1.25 Cont. Brg 0- 0- 0 to 12- 6-12 Plate - LOCK 20 Ga, Groes Area 1355 0 Hz = 0 Plate - RES 20 Ga, Grose Area Jt Type Plt Size X Y JSI Membr CHI P Lbs Axl-CSI-Bnd A LOCK 1.0x 3.0 Ctr Ctr 0.75 ----------Top Chords---------- F LOCK 1.Ox 3.0 Ctr Ctr 0.75 A -F 0.08 3 C 0.00 0.08 H LACK l.Ox 3.0 Ctr Ctr 0.75 F -H 0.13 3 C 0.00 0.13 J LOCK 1.Ox 3.0 Ctr Ctr 0.75 Tion Design Engineer:Thomas A.Alban H -J 0.13 3 C 0.00 0.13 L LOCK l.Ox 3.0 Ctr Ctr 0.75 License N:077357-1 J -L 0.12 3 C 0.00 0.12 N LACK 1.0x 3.0 Ctr Ctr 0.75 Address:P.O.Box 280055,Tampa,FL 33682 L -N 0.12 3 C 0.00 0.12 P LACK 1.Ox 3.0 Ctr Ctr 0.75 Nei . Y N -P 0.12 3 C 0.00 0.12 R LOCK 1.Ox 3.0 Ctr Ctr 0.75 P -R 0.12 3 C 0.00 0.12 T LOCK 1.0x 3.0 Ctr Ctr 0.75 A. R -T 0.12 3 C 0.00 0.12 V LOCK 1.Ox 3.0 Ctr Ctr 0,75 T -V 0.12 3 C 0.00 0.12 C LACK 1.Ox 3.0 Ctr Ctr 0.75 p V -C 0.12 3 C 0.00 0.12 C LACK 1.Ox 3.0 Ctr Ctr 0.00 * _ --------Bottom Chords--------- B LOCK 1.0x 3.0 Ctr Ctr 0.75 t B -G 0.02 0 T 0.00 0.02 G LACK 1.0x 3.0 Ctr Ctr 0.75 G -I 0.01 0 T 0.00 0.01 I LACK 1.Ox 3.0 Ctr Ctr 0.75 l3 I -K 0.01 0 T 0.00 0.01 K LACK 1.0x 3.0 Ctr Ctr 0.75 s K -M 0.01 0 T 0.00 0.01 M LOCK 1.Ox 3.0 Ctr Ctr 0.75 p �A M -O 0.01 0 T 0.00 0.01 O LACK 1.Ox 3.0 Ctr Ctr 0.75 O -Q 0.01 0 T 0.00 0.01 Q LOCK l.Ox 3.0 Ctr Ctr 0.75 Rot*ws Engimering,In 10nine Plus^0 19962005 Version 17 7 009 agimer g-Powaa 51332005 11:09.15 AM Page 1 Date Sealed:5232005 sob Nark '', QUan Type Span Pl-Hl Left OH Right OH Engineering Q504023F L2 1 moo 40112 10600 O 0 705052531 U# J#Q504023F Bruce Acker FT HO 1-6-0 SO 1-6-0 1x3= •1x311 *1.311 1x3= T6 O I 1-6-0 1 H D 1.3 8 H x3= *1x311 *1x311 TC 4-1-12 v JUL PLATES ARE IOCK20 Scale:0.879"=1' Robbins Engineering, Inc./Online Plus's APPROX. TRUSS WRIGHT: 18.8 LBS -------------Webs------------- Trusses Manufactured by: B -A 0.01 72 C 0.01 0.00 TRIANGLE BUILDING PRODUCTS Online Plus -- Version 17.7.009 D -C 0.01 50 C 0.01 0.00 Analysis Conforms To: RUN DATE: 23-MAY-05 ----------Gable Webs---------- ANSI/TPI 95 6 02 F -E 0.03 161 C Design checked for LL on BC CSI -Size- ----Lumber---- H -G 0.02 117 C per BOCA (section 1606.2.3) TC 0.18 3x 2 SPF-#2 and IBC/IRC-2003. BC 0.03 3x 2 SPF-#2 LL Defl 0.00" in H -D L/999 This truss must be installed WB 0.01 3x 2 SPF-#2 TL Defl 0.00" in B -F L/999 as shown. It cannot be GW 0.03 3x 2 SPF-#2 Shear // Grain in A -E 0.25 installed upside-down. Max comp. force 161 Lbs Brace truss as follows: Plates for each ply each face. Quality Control Factor 1.25 O.C. From To PLATING CONFORMS TO TPI TC Cont. 0- 0- 0 4- 1-12 PLATE VALUES DAY BE VERIED BC Cont. 0- 0- 0 4- 1-12 WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF 6 SYP LUMBER Loading Live Dead (psf) USING GROSS AREA TEST. TC 40.0 10.0 Plate - LOCK 20 Ga, Groes Area BC 0.0 5.0 Plate - RHS 20 Ga, Grose Area Total 40.0 15.0 55.0 Jt Type Plt Size X Y JSI Spacing 24.0" A LOCK 1.0x 3.0 Ctr Ctr 0.75 Lumber Duration Factor 1.00 E LACK 1.Ox 3.0 Ctr Ctr 0.75 Plate Duration Factor 1.00 G LACK 1.0x 3.0 Ctr Ctr 0.75 TC Fb=1.15 Fc=1.10 Ft-1.10 C LOCK 1.0x 3.0 Ctr Ctr 0.75 BC Fb=1.10 Fc=1.10 Ft=1.10 B LACK 1.0x 3.0 Ctr Ctr 0.75 F LACK 1.Ox 3.0 Ctr Ctr 0.75 Jt React Uplft Size Req'd H LACK l.Ox 3.0 Ctr Ctr 0.75 Tr1CaB%Deg Engineer:Thomas A.Albani Lbs Lbs In-Sx In-Sx D LOCK 1.0x 3.0 Ctr Ctr 0.75 L 'T 777Box 80055,Tampa,FL 33682 Cont. Brg 0- 0- 0 to 4- 1-12 442 0 Hz = o Nit Y REVIEWED BY: A. Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc. ate ----------Top Chords---------- PO Box 280055 A -E 0.18 8 C 0.00 0.18 Tampa, FL 33682 E E -G 0.18 8 C 0.00 0.18 * i G -C 0.09 8 C 0.00 0.09 REFER TO ROBBINS ENG. GENERAL ' --------Bottom Chords--------- NOTES AND SYMBOLS SHEET FOR H -F 0.01 0 T 0.00 0.01 ADDITIONAL SPECIFICATIONS. F -H 0.01 0 T 0.00 0.01 H -D 0.03 0 T 0.00 0.03 NOTES: -+►pR�s}b Rob ns Egineerii .Inc./Onine PF C 19962005 Vemian 17)009 Egneemg-Poroeit 5@320051109.15AM Pegs 1 Date Sealed:5/23/2005 ROBBINS ENG . GENERAL NOTES & SYMBOLS PLATS LOCATION PLATE SUM LATERAL BRACING ---1 1— 108 Center plates on joints 0.3 x a.a The first dimension is the 1x4 continuous lateral bracing unless otherwise noted in width measured perpen- / attached with(2)8d nags each LTJ v Plate list or on drawing. dicular to slots. The second member wee indicatedor 2:4 Dimensions are given in dimension the length � � '1"or"L7 brace stiffener H inches(i.e.11/2"or 1.57 or measured parallel to slots. / % applicable nalled flat to edge of IN-16ths(n.e.108). (�/ web with 12d rails spaced 8'u.c. -I-or"V brace must be extended at last 90%of web length. - PLATE ORIENTATION DIMENSIONS BEARING .�� When shown,indicates 1 0.08.08_�� All dimensions nee shown in r �., When truss b designed to direction of slots in Fr-IN-SX(i.e.6'81/2'or J bar on multiple supports, connector plate. 6-08-08). Dimensions less interior baring locations 708- than one foot are shown in y should be marked on the INSX only(Le.708). truss. Interior support or temporary shoring mast be In place before erecting this truss. If necessary,shim bearings to assure solid contact with truss. ROBBINS LOCK connector plates (20 ga.gale steel 'hissed Rafters. Robbins Eng.Co.bears no ASTM A653 SS Grade 40)shall be applied on both responsibility for the erection of trusses,field bracing faces of truss at each joint Center the plates,unless or permanent truss bracing. Refer to HIB-91 or BCSI shown otherwise by circles (o) or dimensions. No 1-03 as published by the Tnss Plate Institute,583 loose knots or wanes In plate contact area Splice D'Ofm&b Drive,Suite 200,Madison,WLsconsin only where shown Overall spans assume 4" bearings 53719. Persons erecting trusses are cautioned to seek at each end,unless indicated otherwise. Cutting and professional advice concerning proper erection bracing fabrication shall be performed on equipment which to prevent toppling and"dominoing". Care should be produces snug8tting joints and plates. Unless taken to prevent damage during fabrication,storage, otherwise noted,moisture content of lumber shall shipping and erection Top and bottom chords shall be not exceed 19%at time of fabrication and these adequately braced in the absence of sheathing or rigid designs are not applicable for use with Bre retardant gelling,respectively. It is the responsibility of others lumber. This design was prepared in accordance with to ascertain that the design bads utilized on this "National Design Specifications for Stress-Grade drawing meet or oweed the actual dead loads Lumber and Its Fastenings" (AFPA), "Design imposed by the structure and the live loads imposed Specifications for Light Metal Plate Connected Wood by the local building code or historical climatic records. 'busses" (TPI),and HUD Design Criteria for FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOp, IT IS THE RESPONSIBILITY OF BUILDING DESIGNER TO REVIEW THIS DRWG. &VERIFY THAT DATA INCLUDING DIM.&LOADS CONFORM TO ARCH PLAN/SPECS&FAB.TRUSS LAYOUTS. CORPORATETIEADQUMMM ' P.O.Boor 280055 FL 33682-0055 n� 13x:813-971-6117 ANY ALTERATION OR ADDITION TO TWS SURVEY IS A VIOLATIONOF 40Uf40:jN6A �EXCEPTTION 7209ASS PER SECTION 72Ttf 09-SUBRK STATEDIVISION 2EALLACER /CATIONS v• ` HEREON ARE VALID FOR INS MAP AND COPIES TtEREOF ONLY A= SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR I WHOSE SIGNATURE APPEARS /EREON. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYORS MAP. TERMS SUCH AS NISPECTED' AND BROUGHT-TO-DATE'ARE NOT IN COMPLIANCE WITH THE LAW, AREA = 1. 2017 ac. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others. ✓O l wn I"ar w/lh the STANDARDS FOR APPROVAL C•1Fy AND CONSTRUCTION OF SUBSURFACE SEWAGE : DISPOSAL SYSTEMS FOR SAVGLE FAA&Y RESWENCES �\ CjQ ad wN a" by the condllions set forth lhereb and on dre s63� A perm►/ /o construct F.C. o.2W dy F? a t•5 S3. io \ \ / KKw• PPE-e• CERTIFIED TO, w ,.d�°'c bye e ANNA ACKER ABSOLUTE ABSTRACT INC. $eb/ar� to�F�kd �� FIDEL/TY NA \ L TITLE INSURANCE 'o COMPANY' OF NEW YORK O NN umpry n� I Pace 3 aeW To J)' C1 CD I / & y'mD SURVEY OF PROPERTY AT SOUTHOLD Ce ° TOWN OF SOUTHOLD SUFFOLK COUNTY, NY W WOO - 70 - 05 - 33 SCALE; 1" = 50' OCT. 1, 1998 pp � � m Z A3 JULY /6, 1999 (contour lines 2 7 O NOV. 24,2003 O M OF/' r c '7 i... , iFA.a SF rr Q �o Jan. i3' 2004 (cerilRcalions added) APRIL l8, C_ _ (foundation) 0�\ -- 8/s•r O V'' Ci nuc ^ �P,��OF NEIV NYO . 83'45'00, W y �S.ME?-, Rf 133.97• NECK ROAD i �> ECONIC SUR VtYORS, P. . (516) 765 - 5020 CONTOUR LINES ARE REFERENCED TO N.G.V.D. P. 0. BOX 909 . 1230 TRAVELFR STREET SOUTHOLD, N.Y. 11971 98 - 315 . SCDHS. Ref. # R10-04•-0072 ANY ALTERATION OR ADDITION TO TMS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, SUFFOLK COUNT(DEFARTi !iNT Or HEALTH SERVICES EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR TMS MAP AND COPIES THEREOF ONLY IF gp^ROV,/ ._' OF CONSTRUCTED t/,l()RKS FOR SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ASiNGLE FANFLY k2SiDc-NCE WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY' JUN 2 7 2006 H.S.Ref.No. FiQ-oY - oo-i:. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYORS MAP. TERMS SUCH AS INSPECTED' AND 7;c er cc r�pc r ti rr �� !y hci' `" ix^tion hzve boen /BROUGHT-TO-DATE'ARE NOT MI COMPLIANCE WITH THE LAW. Ins ccf '2a !u. c :, p.. and found to be sat +.c AREA = 1. 2017 ac. --� The locations of wells and cesspools Waite-. J. 4-iii shown hereon are from field observations Office Ott vva ta:vater Ma na-;!Iroart and or from data obtained from others. ✓O _._...__F, __ l am fw*ar with the STANDARDS FOR APPROVAL {� C�Fy AND CONSTRUCTION OF SUBSURFACE SEWAGE �\ C DISPOSAL SYSTEMS FOR SJVGLE FAMEY REMENCES 4. an0 rN 4N& by the cmdllkas set forth Iherek and on the PNW to construct rE i X395 -W0-0-0- 0.2141- 0oo 1 of � w y \� � FS�S3 ^ tee, oI ✓�+_ i �a� S LB `" \ o` WA � A. PFE CERTIFIED TO, ANNA ACKER ow %p 5�yf t' w Brow ABSOLUTE ABSTRACT, INC. rub as ' 6 SrE.s FIDELITY NATIONAL TITLE INSURANCE V se l ' -ef St• �'o COMPAN)' OF NEW YORK CIO S.10ME g 4� SrONE LLS WA�r SEPTIC SYSTEM MEASUREMENTS CN; I i `rT p�E'LECr C M o., aur a A, B, ,L, p. E, O ST /2.5' 38.5 h Z LP.#1 /02 69' l� ST#I 12.5' 18.5' I l Q LP.#T- 24' 4' \ /tlZ lu a) O N 41 Z - s 4 N 4 h • e Sr.ym N a49 lo•� 30.3' 3 a'A Z SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD 3 I 3 SUFFOLK COUNTY, N. Y. 1000 - 70 - 05 - 33 SCALE: 1" = 50' OCT. 1, 1998 m0 O 3 JULY /6, 1999 (contour lines 1 Z NOV. 24 2003 I M DFr', 0C3 ' nE:cR SET! tt O (0 Jan. i3, 2004 (cerBRcallons addedJ O APRIL /8, (foundation) - 8/51: O � �N. 3 2006 l `'Pow. Gni ) FEB. 2b, 2006(FINAL) MAC ,VV N, 83'45 00' WF NE W METyOq /3397' gO�aT. 2C 'T 1� JUN 2-0 20%6 NECK ROAD /� y 0. 9618 #E- CONIC SUR D.W. - Drywep (P.5160.) 765 - 502< LAMCONTOUR LINES ARE REFERENCED TO N.G.V.D. BOX V 12EL FR S 12300 TRAVEL T T SOUTHOLD, N.Y. 11971 - - - PREVIOUS DEC PERMIT # 1 - 4738-02361 /00001 LINE / SYMBOL LEGEND PkOPERirLINE SETBACK LINE -- - - -- - - - E%6rINO f0 RL ✓OCkFY REMOVID/RELOCAIED N — -r-- AVERAGE LOW --�T��''• '1 ,p — — wP reR ❑ Z WATER �, CRF Eeiklcal FLIN6 __ - rLLEPHOGE ___ _�-_ -- _- _ _ CD �,,'�• , SANK PRY SEWER / •. PA AVERAGE HIGH---�-� - J x••• •53• EENCEWATERFROM HOUSE —', ovERnreo [IEcrRlr. IF TO TIDAL WETLAND \ "( I TIDAL WETLAND rLEi IIUIEb E BOUNDARY BOUNDARY P75' SETBACK FROM TIDAL- '� / ( V' aLA \J b b z / �1-- 3 rtsi HNIE WETLANDS BOUNDARY In1'P unlet POLE fl 3 r EXISTING SANITARY SYSTEMY \ds \ N 10 BE ABANDONED PER \ /\ \ --- ,-_ _-- - / SCDHS STANDARDS �'� `y' j � � I ' WATEF MAIN \ TYPICAL PLOP LAYOUT ^u NO SCI.LE ceouNU IEVLI_leu I • - EXISTING WELL TO BE ABANDONED \` - �O• �� -- �` PER SCDHS SPECIFICATIONS LIAHK HRUM4 LOAM OF / I L. PROPOSED LINE OF EXISTING WELL J oa HAYBALES ALONG 10' - CROWN -'R Ir SM CONTOUR ' - - 1 I1 a n u PROPOSED SEPTIC SYSTEM: USE-- II \�`- EXISTING ONE �� IG MLDWM SArID _J' 1000 GAL. SEPTIC TANK, (3) 8' �-� I STORY FRAME /EXISTING PAIS ekuwu rlNt DIA x4' DEEP LEACHING RINGS '\ DWELLING HE BE li nAND (1) DISTRIBUTION BOX - � , DEMOLISHED101 � WELL I r I \ ` - DR YWELL FOR wAt[N IN PAIS mal:vnr I PROPOSED \ I , TINE Tu MEounA =_ANTI -I I ROOF RUNOFF N/F r , l V, LAND OF SULTAN -- - - -- - W /. r PROPOSED, TWO SINGLE FAMILY DWELLING M TEST I I STORY FRAME (WELL WATER) w<ILR tocol lou NLu la a' RLl nw .ukEau � O CO N/F HOLE v' DWELLING GARY C. & HOPE SMITH EXISTING FRAME --- 1 3 F.F =18.2' TEST HOLE r SINGLE FAMILY DWELLING BUILDING TO BE r--� EXCAVATE _ Y DEMOLISHED -�' o APPROX 210 BY MCDONALD GEOSCIENCL 0 Nl (WELL WATER) Io YARDS OF SOIL SOUTHOLD,IDOO NY 11971 E..y r ED Io �- DATE 765- 3677 1--a LET w < / 1 r-� I IP �- - DATE 4/17 04 �r J- - 4" SDR PITCH AT m Z L� ! off I r 1/4" PER FOOT MIN F•+-I O dQ OnO � �t' O S0 GO G 1EI � LH Go oFFSEI-� I / O. 'Fi O O On cV EXISTING EVERGREEN TREE � �-, 1 I �-- % � Eo _ �Ly TO REMAINPROPOSED _- 4. GARAGE ti 1- W % GF=205 °j 10' -0" 6 _ I 30'0" — VT.e9097- 3 to r w a to �Fp 0 If PAOFESSAONP� 1 / .ILFFRE r 1 BUTLER, P E Q I O r_ m O -> U o O li Z I r) W n EIl J FINISH GRACE SCDHS REF. R10 - 04- 0072 Z Q > oZ � D N/F - z MARK OSMER - .fo Nrs nnu AI'P11UyF'n Atl 1'lll 1F.1(A19 W O ED SINGLE FAMILY DWELLING I I si O < (WELL WATER) � ' I _ _ __ __ . _. ��Ln+1T'ANI) oN4A,jF ,NS {133ol crcxo � w O m I to -- — / Ip HOUSE, FF = 182' CAI Z_ Y O I EXISTING WELL I I \\ __ _ . DRAINAGE caec, .-_- _ - - - - - - _- n.Are 3'-0' MIN COLLAR PRECAST PING FINISH GRADE-18 0 -- �'-'110/(U��K °- Z O d v o C O - 1' MIN Ji Ln o " 1 MIN - 7 MAX O O - _-- --___ _ __ _ TLI'I'N _ " _ 1C '17G 815't OO 00000 - - -- _I _ - (N T.S. _ 11IS 0 GLEAN C7 0 O O O O 1000 GAL L Ia' OiA APPROVED wPE 14 bGRAVEL O 0 O O O O O O APPROVED PIPE crrcFi i/4 ':- - _ __ --SEPTICN 83'45'00' _ 0 0 0 O O O IN PITCH 1/4" / TANK DISTI 2IHIJllUIJI LEACIiINGO W ) O O O O O O O O O ❑1- r30X POOLBOTTOM---- INV lL 12 7 (T OF 3) Ciq 7 6 INV LI- 14 7'EXISTING �_ -- O O O O O O INV EL. INV_. EL 15 2' ° INV EL 12WA7ER ---"- -__ 13397 - 15.7 - - � - _-- - INV EI 15 6' MgIN / A n' PINE NECK ROAD E . -- - - - -Din. - z, `_LITE F� LAI','1 - -- — I I c --- .-- • DIAMETER BACKFILL 10 BE CYAN GRAVEL LnJ.I.IW �✓--..._ qS S - - - GRouND WATER CG .7 2 6' MIN PENETRATION SANITARY CRO ECTION 0 - / IN VIRGIN SfMTA OF SAND, SANO/OBAVEL TYPICAL LEACHING POOL_ NOT TO SCALE NOT TO SCALE 1 of 1 I . . f PRI MOUS DEG PERMIT # 1-4738-02361/00001 LINE SYMBOL LEIM-W \ ��OC�F I PROPERtt LINE � — — - - �: r EEreuK LINE AVERAGE LOW - -. - - - - - \ Ex ST]INS TO BE WATER •S •.•.• REMOVED/REL°GATEd....... •/ ` '7 1 ELECTRICAL e— •'.�1'.F. . ens AVERAGE HI ' ' • ' ' DWELLIN6 6 . .;. 53TELEPHONE —. WATER `\\ / \.'. . SANITARY SEY R ZN FROM HOUSE $ �i / TO TIDAL WETLAND I f FENCE BTIDAL WETLAND � OUNDARY BOUNDARY p N OVERHEAD ELECTRIC-„ - -15' 5E 'BACK FROM TIDAL P �'T TEST HOLE • It WETLANC�S BOUNDARY � � �1 / \' „t" �, µ '� 18 EXISTING SANITARY / \ N � 4 �- _ _� TEST HOLE SYSTEM TO BE ABANDONED PER 5GDH5 / I urlutt POLE STANDARDS N6� - kkk ms 114ATER MAIN \ TYPICAL PLOT LAYOUT ' ' • EX15TINO WELL TO BE ABANDONED I NO SCALE PER 51-0145 SPECIFICATIONS GROUND LEVEL=18.0 DARK BROWN LOAM OL TING WELL <� .�i I I PROP05ED LINE OF EXISTING - _ - TA HAYBALES ALON6 y 10' CONTOUR PROPOSED SEPTIC SYSTEM: BROWN SILTY SAND SM 140 14 EXI5TIN6 ONE 4' - - - - USE 1000 GAL. SEPTIC TANK, STORY FRAME \ (3) 8' DIA.x4' DEEP LEACHING I I DWELLIN6 TO /eXI5TIN6 WELLRIN65 AND (U DISTRIBUTION BE DEMOLISHED PALE BRMEOWN FBOX O TO MEDIUM SAND SP I, PROPOSED 14.6 - - - - 32 1 DRYWELL FOR � — / I2\OOF RUNOFF N/FIF�TERNE IMEDALEDIUM s M Q Ig' ROP05ED TWO LAND OF SULTAN PTEST / I0 STORY FRAME 5IN6LE FAMILY DWELLIN6 N/F D1 HOLE / w m GARY b HOPE SMITH EXISTING FRAME F EXCAVATE DWELLM6 (WELL WATER) WATER ENCOUNTERED 14b' BELOW SURFACE N F.F.=18.2' F+1 SINGLE FAMILY DWELLING BUILDING TO BE APPROX. 210 / nl (WELL WATER) DEMOLISHED _ YARDS OF SOIL _ TEST HOLE n� PLEASE 1110TF I 4" 5DR PITCH AT w r 580it8�'-' I '� I j \,-\ I 1/4" PER FOOT MIN. BY MGDONALD 6EO5GIENCE W n BOX 1000 N System np(to be installed I / f / SOUTHOLD, NY I 19-1 tt underdriveway. I I � \ 4" 5DR PITCH AT (b3I) 765-36-m Ih X I/B" PER FOOT MIN. DATE: 4/17/04 X z < LL i r � f 4r 4" 5DR PITCC�H AT 10' 0" (130 I I/4_' PER POO�'MIN. PROPOSED U i 6ARA6E N j 5F=20 5 FFF��III lz m 300' SUF OCEIVED U) Lh( COUNT ' W I I 06 DEC 17 PM 12: i I --� - _ � N EN6INEER qw p OF NE CIO yN�Op 0� a fsslowP` I SUFFOLK COUNTY DEPARTIYENTO HEALTH SERVICES �� I ND DAr�3ATH ISO JEFFRET T BUTLER, RE PERMIT FOR APPROVAL OF CCCONSTRUCTIIONR A I I 6U4GLr✓`FAMILY RRSI3DENCE ONLY \ I DATE I S p�_ HSRRF,NO.RI0-N-0072 Q APPROVED m H I ry I FOR MAXINIUM OFOMS O � Q °wl ry I EXPIRES THREE YEARS FROM DATE OF APPROVAL m D N/F GRADE Io In z l z co Lu MARK OSMER 0�1 \ I9SGDHS REF. #RIO-04-00-1 p Lf)o o z O 51N6LE FAMIL Q] Y DWELLING z 0 (WELL WATER) I IL� I I 24 �I � � 0 O EXISTING WELL I O O O O O OHOUSE , FF 18.2' Uj `-I'r;MIN,=. G•.Vaovv-SED � - Z PRECAST cD Y-D' MIN. COLLAR DRAINAGE RING '� FINISH GRADE=18.0 LL LL L LL rc=n.o I- MIN, O("x' �C ZMAx, lO�JOLSRN N83°45' 0 CLEAN MIN. 4•DIA A 15.0 O OOO APPROVED PI00 P /40 PIPE MIN. SEPTIC MIN. PITCH 1 O`Or 146 W E X 15 T I N 6 -" O O O O O O O O O '�R MAIN / 13397 O O O O O O Of INV EL7. INV. ELN 5.2' DI5TRB I�TIO LEPOOL 6 ZR Z PINE NEG T—� — 0 0 0 0 0 0 0 0 0 = 1`' NV. EL. 12.T (I OF 3) BO QOM v p SITE PLAN K ROAD NV. EL. 14.T INV. EL. 15p INV. EL. 12b' I I I 1 I 1 ' R-D. L I 4 8' DIA. 1 ch IJ/Jc�E : \ DuwErER 1111 3� 12n Ig,_, ROLE: �-- LL TO 9E CLEAN GRAVEL •.�" g -- E' MIN. PENETRATION GROUND WATER P IN VIRGIN STRATA OF SANITARY CROSS SECTION 6ROUND WATER s 32 1 / SAND, SAND/GRAVEL TYPICAL LEACHINQ POOL NOT TO SCALE 1 NOT TO SCALE i I 4" VTR I -- ____-__.-- I .____ ---------------- 1 TUBI TUB/ FAX ' _ I SHOWER 3"i SHOUTER ' . - SECOND FLOOR 57iu �777 W 31'11" i 7" .Y 3" 2' i p' 3" T" 2` 2" W 27' II" 9' IU I ' !t" 8'UIQ" 1 I SNK , I DROP CHEEK MAIN FLOOR Q BELOIy FINISHED GRADE Y. I I I I I I a o I I 0 F41 I ' I 1 i _ G.O. t I -. -L-j -------- --- ° 'af ( -------------- ------,_ I• a; ---------r . I• "--f----'----- ---- ---i - 7 „ Z, m o e . _ . i • "' `� - 4TO AN APPROVED U , SANITARY SEPTIC SYSTEM m - VERIFY M.O. ' 0 • �� ' I �' BEAM OGKET I J , Wp 1 -1`i , SEE DETAIL SHEET FOR CAST IRON -W a " R GROU SOLID , 4 W HOUSE TRAP I " '� _ ' O I i HIGH WIND CONNECTION $ E ° ; RE°WREMENT6 PLUMBING RISER DIAGRAM NTS) Ie° r1 0 P.J. i 8= dF. t POOR SCHEDULE:W OPENING PROTECTION BY WINDOW W - ' c �' °" ; WOOD STRUCTURAL PANELS VERIFY ALL ROUGH OPENMG6 WITH HANUPATIJRER NOTES: PMSUANT TO ILOS.A41 SEE • In rc ' e 1 WINDOWS ARE TO MEET DESIGN PRESSURE� 40 p61 I. ALL WINDOWS ARE COTTAGE STYLE Ov - I '" S I I o I FASTENING SCHEDULE ON 2. SET ALL WINDOWS AT l'O" A.F.F. I r " n ' DETAIL SHp$T IN THIS SET' j AND TO HAVE A U VALUE 0.34 m --T--- EXCAVATED CELLAR WINDOWS MANUFACr4RE0'BY ANDERSON - 400 6ERIES (UNLESS OTHERWISE NOTED) 3. ALL INTERIOR 'DOORS .TO BE 1'0" HEIGHT i I I 4" P.G. SLAB DOORS MANUFACTURED BY THIllia U iUNI:E✓!6 OTHERWISE NOTED) W a 0 v " T F . • 1 UNIT COMMENTS QUANTITY SHUTTER SIZE 1 � I I 1 h Ili S I U E PROVIDE CURB ?= i VERIFY M.O. , � � I WINDOWS m W N I x FURNACE PER CODE--,,3 __. ,v 281"1 R 2' 2" x 3' 311 W ` x I 1 I I 5032 PICT 1 5' S" x 4' O" ___ 1 q G, i Ili i ! �3 VT 6TEE�. COLUMN i i ,a ' ` I � TW2032 2 I 30"%30 ETA ".121 POURED ^p 4 "i. " " CONCRET9 FOOTING A --1-�• TYP. "v TW2042 3 2' B" x 4' 9" rtml I ^ uj SOLID MASONRY MEETS EGRESS REQUIREMENTS PIER FOR MASONRY __ e ' __ ; ', PER NYS CODE r i - _ TW21052 5 3' 4.1 x b' 2" I I r FIR PLACE AND CHIMNEY - , n' ' _______. __ ______A911, ` . ,�.... i�F.J.' _„ e,., �_X___ moo , PRovAS REQUIRED. _ 1 '____ _ TW210410 MEETS EGRESS REQtJIREMENTb 2 3' 4" x 5' 10" IL M 'in D________i___ _i__________ _______r_______ PER NYS COD• I /JI VS TJI 130 F.J. •�16 O.0 ' 2030 OVL 2 2' 4j1 x 31 411 - ' •�4 xUL "� TWRI042MEETS EGRESS REQUIREMENTS 6 3' 4" x 5' 8" H O w PER NYS GODS fp D' O TW2k7410.2 MEETS EGRESS REQUIREMENTb 2 b' 4" x 5' 811 w 0 all I m = �, i i i PER NY'6 COL'1E A/ 16'(fu I • I iii V4 m U 7-F.J_ _ __ - ____y ; J 2 5 6 x 3' b" 1 m AFCP3045 1 4' II a G W Uj i r� 5062 PICT QQ x 6' 2" W Ia LLf , 1 T i 1017" m U' n ITB, v `il' TW2052 4 2' 61" x b' 2" EN R: " '--v- .'-_ r o _J___^, ___' ER PA tO0 PARST' I I 6 OwN��y RA L� -- A61 1. _ ------------i a 1 L 1 '`� TPW 1052-2 MEETS EGRESS REQUIREMENTS I b' 4" x 6' O" � ' ' 1 2 I 4" BRICK LEDGE , I � 2 ' _ AT GRADE, PROVIDE I r Y CODE A �^ WEEP HOLES 46" O,C. a i m 1 vv pgUFESS\�% - I � L DOORS JEFFREY T. BUTLER, P.E. FW6 60611 2 J 1 FWH 31611 3 4 x l 6 Q _L____________________________ O " ". _t----------------------------- COMPACT ____�r_r_A___�__I__Pa a " I 1068 - 3068 - 1068 2 b' 2" x616' J �O " '• u 1 i_-_____ ------_____ ' 0 p i COMPACT PLL : : LIGHT E VENTILATION SCHEDULE: 1 i i ROOM FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION W y 0 n n ' J PROVIDED REQUIRED PROVIDED REQUIRED Y p -----------------_----------. A � f6O.Fr.J f6Q,FT.J (SQ.FT.J lSO.PT.! fSO.FT,J .Q W � O tU z a F r____________________________.... ui 0. r0" 10'7" nv" a'o" FIRST FLOOR 6 N N Y 0 O li II ' LIVING ROOM 425,9 b6•i 34,1 36.8 11.0 RR310.1.1 Mlnimam opawing mea. 411 emergarncy eeWpe and reacW Q N O w op.nirlga "l have a minimum net doer opemlme d 5.1 aqume fear, (0.530 1' SECONDS BREAKFAST 120.1 122,5 51,1 65.1 EXCEPTION: Grade floor enl • shall havar a mil nM. lam ]' II l5 1 j ' nln hart The minimum ret clew n1 hal htE opening of S equal fetl(O,K6 m2J. � U � U RR310.1.Y MlnimAm Alj�j 9 2��5 I lY Feel FOUNDATION FLOOR PLAN WIl be 74 Ineb•(610 e61J. I - RR310.1.3 Mlnlmum nt width. The Mlmmum nK clam width MASTER BEDROOM 322.8 61,0 25.8 3511 12.9 �' Dt. C.LP7 L_- J ape n9 a�n9 11v(� shell bar TO Inohe•!IX)S mm). SMOKE DETECTOR _j BEDROgM e.4 143.8 30.9 11,5 11.2 5.8 PAGE :f� �� , INTERCONNECT PER CODE RR31O.1.4 Oparooral cc"a✓ag4a, Emexganoy a and raacue fi.l� CARBON MONOXIDE DETECTOR oparathg. shall b.'mpapauonal n'pm tFle IWlde a aha reomol<Vwut Wf use I a ONE PER FLOOR kava or tools. BEDROOM 43 139,4 28.1 10.1 9.1 5.3 ' 1 BEDROOM a4139.2 20,6 ILI 11.5 5.6 2 Of 4 31'11" 29'11" YU" ,7,11" P U" . � 27'11" S U° 2'7 13/16" 9'10 1/2" 2'713/16" 4,7^ NOTES: EEE 17ETAll'6HEeT FDR I. ALL WINDOWS ARE COTTAGE STYLE ' HIGH WIND OgNryEenoN - 2. SET ALL WINDOWS AT to" A.F.F. REgmRk'MHNT6 S 3. ALL INTERIOR DOORS TO BE T'O" HEIGHT 3 - axe GIRDER 3 - 7xS GI DER WOOD STEPS AND - 9 - 2xB GIRDER 3 RAIL PER CODE - 5/4"x6 DECKING n 216 R.R. TW 1053 TW21052 TW21W2 TW21052 TW21U52 OPENING PROTECTION SY y, FW fi061I ' - T..' Ib .C: WOOD STRUCTURAL PANELS L'2slO R.R Ib^ O(.�. } !2X10 R.R. 16' O.G 2x J. 2-2110 HDR. 2.8110 HDR. 2-2x10 HDR. 2.2x10 H _ .PERSUANT TO 1609.1.4,SEE 9 I b18 G.J. . 16"O.C. I I 2xB C.J. . 16' OC. O y1 e A" M1 fi" fi" 2-2U0 HDR. - R yJY R • 16" O,O. ,PM1 ' N i 8 16" FASTENING SCHEDULE ON q I LL p VS' 3 VT STEEL CO �- , �, _ DETAIL SHEET IN THIS SET M RUB. HEM. ROOF BELOW I 1p F' rt am --- m0~ UaR3 'II6 UNDER SILL 21042 TW21042 TW21042 TW21N FLASH BREAKFAST FAMILY ROOM P g32 ®TW2a2 MryP 2032m -�1u6 H 0 9'C" CLG. HGT, 9'0" CLG. HGT. WH 31611 4 2- 210 HR BUILT-IN BOOKCAss agH" O Irl LINE OF WALL ABOvE OST R a IX v m W14x53E,F. bmg - 3 X Q SLOPE CLG. UP IX _ r A I d MASTER BAS ' I ° w CATH. OI.G. x $LOPE CLG. UP MAS BEDROOM �' 1 18" Tj 560 F. 2" TER B A 5 3 I/P" STEEL IMC .' CATH. CLG, oW H - TO �S _ m p I -I, 11 R F�� G'aS9-R.R� 16" O-C �I !2110 W.R I IX 6 I O.C. L� Y 1 • I 1 q m y 1 'AWN,IIbW= I WALK N CLOSET O yRNING O Bb" CLG. HGT. FIREPLILE WITH b RAI6® F'ER LGJ[FIlOVIDE gIFAM qIR I PD$T RIDGE INTGKE AND 6LA66 DOOR,PEp GOCE I - ,• Im,R2E O 18'3" ' 4 - 2x4 KITCHEN ' 9'O" OLS. HGT. co - 1 COU 2 - 2x HDR. FRA E _ RFC. � 1 _ . � , 2 - 13/4" x16" L.V.L. F. - - _ - - __ _ — _ __ _ ' _ — _ — _ — � _ 'w AI BEDROOM +4 2 0^ Y' - r Y' .9'O" CLG. H T. e " rL = 2zb R.R. 1x6 G.J. \ K 7.. W •16" O.G' xry/ ' _ — _ _ — _ — _ — _—_ —_- - _ — _ — _ _ C 4'U" I /2x10 RR__,_ q � X 2 - IB_L- F.J. m 1 � , — _ _ _ — � H3 SIB F' SQ } Q Z LL i O q !]xlO RR. F W" O.0 6'6" 4'B' x 2x C.J. 16" O.G. CO $ u1 LIVING ROOM _ D � O � i O Q I a Z v 9'O" CLG. HGT. H BEDROOM 02 1co w VENT TO 9'O" CLG. 1457, I RI 4 0^0 x � 12 ^' /N PROVIDE i 2 - 1 3/4" x 1B" L.v.L. F.J. 2"A" l'C` DRAIN `-0 11'5" 1 IS'3" FLOOR O N ISR 1. LLluF' - - - - - - - -- - --- --- - - - -- - - - - - - _ 2 . 2110 HDR, I Kp W ill l I w 12,6„ m 1 216 R.R. 21'P n , , hl TW 210410-2 d w a • 16" O.G. II q X 2 R I6" D.C. 2x6 C.J. 2-2210 HDR. i I•f'" IM o 2xB CJ.'- Ib"• .c. wI 2 ENGINEER: a Ir" _a•o1 PENT = c a�.l _ �pF NEw TW21052 2 3 - 10 HDR. o 14 m 4, Y� T U O IX TRIMMED 12 6" OPENING b BEDROOM 03 S 3; _ c - 9'O" qLG. HGT. • f n ,II v-: I 'I 2 a O g N c b 7 IU I 210' ~ 16 2" JP, m i Op 4'4" ; , 3'2 K w d R0 ssk0, 2 - 2x18 HDR. r b - JEFFREY T. SLIT ER, P.E. CLO. Jv" TW2N2 AFCF 3045 TW2(A2 A 0 W 2 2x1 Z m 0 ' 066-3068-1068 RI l iu IXV i � a 5'N 1/2" 5'2 L'2" 5'(r" J'U" 3'U" z O i O 3 I U O O TU Q ID 3 O o a' `o 2•U„ LU T] O r m 1 29, II•. IR O Z O i LU L-J -- v OOp 5' 16•' S' ." 3'M1•' N•6•' SECOND FLOOR PLAN IU' il• 17.6" LIVING AREA a 1084 SQ.FT. O a N REAR DECK AREA - 112 SQ.FT. FIRST FLOOR PLAN SMOKE DETECTOR ° INTERCONNECT PER CODE LIVING AREA = 1343 SQ,FT. 0CARBON MONOXIDE DETECTOR ONE PER FLOOR p u o ® SMOKE DETECTOR U INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR I ONE PER FLOOR PAGER 4 3of4 II LINE / t5YMWL LEGEND FROPeRTT LME — — -- - 5ETBAGK LINE i EXISTING i0 BE �� RE MOVED TELOCATBp WATER it _w ELECTRICAL - C 6A5 AVERAGE HIGH �F}- DWELLIN6 WATEreLEFHarve R C -_ S 63. SAIJITAkY SEWER —`n —m- 9B3„ Z i y FervcE p�p �h $ Q OVERHEAD ELECTRIC —e --�� v tl] � U ---TIDAL WETLAND p 5 T. rESr HOLE BOUNDARY \ i IO � L.P. 10' MIN. � 0 _Z 1 J TEST HOLF y W \ N UTILITY POLE �[1 h v I EXI5TING SANITARY - ( N WATER MAIN SYSTEM TO BE / TYPICAL PLOT LAYOUT ABANDONED PER SGDH5 No 56A E STANDARDS p oRGnIPIO LE'.EL=IN O DARK BRAN LOAM OL n/ ( EXISTING WELL _ BROWN SILTT SAND 51 , \, ° Mo EX15TIN(5 HELL-/ I I - :1 I _ — PROPOSED LINE OF - -- - HAYBALE5 ALONG PALE BROWN FINE 10' CONTOUR TO MEDIUM SAND SP EXISTING ONE / N/F', \ / \\ ! I I _ STORY FRAME GARY,C d HOPE SMITH 1 DWELLING TO SINGLE FAMILY DWELLING / '-PROPOSE TWO BE DEMOLISHED / wArET IN PALE BR,-INN \ D PWE r0 rIEDWrI SANp 5F ' ' (WELL WATER) � V �II d � '-EXISTING WELL 1 STORY F!`AME (� DWELLING ( - PROP05Em � FF =18.0 ( DOOF RU FOR / IA�ee ENcouNrER_r' 1 BELOW e�IRFncr� �� 3 ROOF RUNOFF ^ Q p N/F F�1 m LAND OF SULTAN n r TEST* 1 I j �0 SINGLE FAMILY DWELLING TE HOLE \ p (WELL WATER) i BY MGDONALE GEOSr.I�Nc 5 ��.•11..�� EXISTING FRAME _ _ ( U) BUILDING TO BE _ BOX 1000 lz DEMOLISHED I I <4 ( SOUTHOLD, NY Ila- �} : 4/11111 f(1 )( v - 4" SDR PITCH AT DATE: n-11/04 'Z � Q I/6" PER FOOT MIN, x Z LL PROP05ED SEPTIC 5YSTE USE 1000 GAL, SEPTIC TAMNK ��-� '� Q U) AND (2) 6' DIA.x6' DEEP �ti,oZ �l _ LEAGHING RINGS .- _ - _ 1110 I m I Ld 5'_0" ROP05E GARAGE IN \ 11 GF=20.5 y h 0 ENGI E R g 4 o O O m ° tiO i Q � / I JEFFREY" t'. BUTLER, P E ( / I T- ii P yu / v ED EIN m oW1 2004 q 0 QDI 4 DL MARK OSMER � Trustees nd Tawn a IY l7 r LY pJ 51NGLE FAMILY DWELLING Z I LL O Q Z D (WELL WATER) j0 HOUSE_FF = 16.0' #. mI 1 -FINISH GRADE-16.0 Z N JO Q- 1' /- EXISTING WELL I I (3 LL - 9 n LL O O r MrN __. ._ _-TG=11.0 -__ I' MIN._-._ Q (I I I I -_ _ _ _ I' 'S.� 2' MAX. MIN. p° APPROVED PIPE _ _ D pry Z v w 10SE GAL -- ---�u. 615't MIN. PITCH I/4" /I' SEPTIC .� MIN. PIrcH I B —14.6 TANK LEAGHING Z � INV, EL [INV. EL. 14.6 _ POOL Q N 83°45'00"�'�- 15.L$ -.-_-� (I OF 2) / BOTTOM V �� '- INV. EL. 141 ® 1.6 133,y7T I INV. EL. 13.6 3' GLEAN PINE NECK ROAD SAND COLLAR 8' DIA. n Pfd/=E SANITARY 6R.O55 5ECTION -GROUND HATER o 3.2 NOT TO SCALE 30 15 0 31:1 60 9:r 120 150 oRAPHIC SCALE I SEE DETAIL SHEET FOR DESIGN CRITERIA *THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS '!(ADDENDUM TO DRAWING SET)- HIGH WIND CONNECTION `? REQUIREMENTS WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD �� TABLE R301,6 lj GROUND SE18MIc FROST ALLOWABLE DEFLECTION OF SPEED EXPOSURE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF SNOW DESIGN LINE STRUCTUAL MEMBERS I OPENING PROTECTION BY LOAD lMpHl CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION WOOD STRUCTURAL PANELS MODERATE BLIGHT TO PROM less PERIMITER EDGE ZONE • 31.7 pNEDGE ZONE • 2%1 par FIRST FLOOR • 1343 BO.", ALLOWABLE PERSUANT TO 1609.1.4, BEE AS per 170 B C SEVERE 40" TO HEAVT MODERATE 11 TES FIRM MAPS 40 pK 70 p.f INTERIOR ZONE • 19.6 K INTERIOR ZONE • 74.6 ff R-3 33'3" SECOND FLOOR • IOB4 90.FT. TYPE v STRUCTUAL MEMBER FASTENING SCVlEOl1LE ON F - P DEFLECTION .� DETAIL SHEET IN THIS SET RAFTERS HAVING SLOPES GREATER THAN 3/17 WITHNO + y WITH NO FINISHED CEILING ATTACHED i0 RAFTER L/ISO I9 CONT. RIDGE VENT INTERIOR WALLS AND PARVCIANS .1. # H/ISO � � -- _ - - - LOORB AND PLA6TERED CEILING6 V360 .I ALL OTHER STRUCTURAL MEMBERS L/340 �I - J EXTERIOR WALLS WITH PLASTER OR STUCCO J - _ - _ -- EXTERIOR � yp� _ / FINI ERIOR WALLS-WIND LOADfi WITH BRITTLE H/360 DONT. RIDGE VENT YA6PHALT ROOF SHINGLES L/7 D --_ - - -- - - - _ - --- D LOADS W1TH ExTER10R WALLS-WIN L/12O 11 ry R --` _ __ _�� _ _ _ _ _ _ )_- if ExIBLE FINISHE6 _L --` _ _ I_I I _ _- ___ NOTE L. SPAN LENGTH, H• SPAN HEIGHT STEP - _- - _- _ _ '_ __ _ .__.. _ _ —_ . __ � - _ _C _ _ _ - --PLASHING • - --- - _---- - -- - 1. --- - -- - - - - -- - - - - - _ - - - A THE WIND LOAD SHALL BE PERMITTED TO EIE TAKEN AS 0.1 TIMES -- - --- -- - -7TH r_• • - -- - - - - -- -- �- - - 'l'1- _ - ---- ------ - --J--_ —_—_ --- _: --- � _ ��- - _--- - - ._._ - - - __ THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE V - - - '-- - -_ - - -- - - '�1 lj - - - - - I) _ i1 I� _ - _ _ - _ - DETERMINING DEFLECTION LIMITS HEREIN. t IV t _. - - -- MINIMUM UNIFORMLY DISTRIBUTED LOADS (FBI) USE - - 91 - -- -- - LIVE I, I!- )n! I -- -- - -- EXTERIOR BALCONIES LOOAD .__ -1 -_ - _ . - - .�� __ ____ _ _ _- - -� -_- - - - - - ), - _ DECKS 40 _- - ILJI O VEHICLE GARAGES = 1 ATTICS ATTICS EH„ STORAGE OR ROOMS WITHOUT THAN SLEEPING ROOMS ------- BLEEPING ROOMS 30 - . 1110 mm _ - STAIRS 40 I GUARDRAILS AND HANDRAILS 700 ICED --_ - ..— rORO - II 11I IC--- STEPS AND RAILSP ER CODE I ' rL LA BASEMENT ENTRANCE r � OMITTED FROM VIEW RIGHT SIDE ELEVATION TABLE 8301.5 x Z u- FRONT ELEVATION MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE m PER SQUARE FOOT OF HORIZONTAL PROJECTION - --______ ._._•.- _____-___ -- -- -- __ -- -- - - r TRIBUTARY LOADED AREA IN SQUARE FEET R ANY STRUCTURAL uj _ oro 701 TO OVER ROOF SLOPE 700 600 600 MASONRY CHIMNEY FLAT OR RISE LESS THAN 4 INCHES PER FOOT µ � 12 _ . REAR ELEVATION - -� _-== - - _ _ - wLU -'- -^ RISE 4 INCHES PER FOOT (13) TO LESS THAN �- 13 INCHES PER FOOT rLU 16 14 12 RISE I: INCHES PER FOOT !I U AND GREATER ❑ I] 12 %g' FASCIA - _ - Qp,EFYNTLBpkTy ' " RAKE BD. 1FRIEZE BD. y � �. 2N 2 sslict 0- 9 P V "Sr4-R4"-CA61NC Am] - - - -- - - p Lu Z � r rn CL - µµµg :a � •P O a. STEPS ANO .. Ir I( 'I RAILS PER ((�� CODE [1_2 LEFT SIDE ELEVATION � �;Ig -a 2005 PAGE : I of 4 d ,.w 4" VTR 3.. --------------- SHOWER L " v LAV Py FJ u 77 UB) , SHOWER 3 ' SECOND FLOOR ; 71' 11" �" 2n tl'0 1/2" I 91101121. F , 7 177 DROP CHEEK ; i ' - ' MAIN FLOOR or ; I BELOW FINISHED GRADE 7; � - � " N N 3.. a1 I O i FAI _}_____ ________ _____ ___ c . YV / .'', {' - �,• 4a .,',,I' ----------- --a____'-_________ ___ _ ___ O.O. O.O._ OO APPROVED Z -' BEAM OCKET I 'W ; VERIFY M,O. SANITARY SEPTIC SYSTEM O ' n n GROII SOLID J '`u `' SEE DETAIL SWEET FOR CAST IRON o n HOUSE TRAP LL _ ; HIGH WIND CONNECTION PLUMBING= RISER DIAGRAM (NTS)'„ 'V rj1 c' REQUIREMENTS ° " I m ' V 9 j , I ` , II ,/B" TAi3D F J . 1b° Q� g ° I m d ' OPENING PROTECTION BY WINDOW i DOOR SCHEDULE: I h TD 14 LL F' t o F p ? WOOD STRUCTURAL PANELS, DENO1. ALL ES. WINDOWS ARE COTTAGE STYLE PERSUANT TO 1609.1.4E VERIFY ALL ROUGH OPENINGS WITH MANUFATIIRER WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI EXCAVATED BCELLAR DETAIL(SHEET IN THIS SET WINDOWS MANUFACTURED BY ANDERSON - 400 SERIES (UNLESS OTHERW15E NOTED) 3. ALL INTERIOR DOORS TO BE 1'O" HEIGHT - I n AND TO HAVE A U VALUE 0.34 2. SET ALL WINDOWS AT l ^ A 'I i�a DOORS MANUFACTURED By THERMATRU (UNLESS OTHERWISE NOTED) � n t e 1/0" TJI 2 F.J. • 1 = UNIT COMMENTS QUANTITY SHUTTER SIZE - h _ F PROVIDE a" CURB u- Ru L ; VERIFY H.O. ; WINDOWS m X m T1 PER Ii OVER ' _____ _____' ^ ;y�', •c ,;' 2811 2 28'' 2" 3' 3"AnFUR CE ] 8" 4' O5032 PICT - <, -31/2" BTEC. COLUMN ; i � - TW2032 2 2' 6" x 3 O" 30'.30"x12111' POURED CONCRETg FOOTING a n TrP. , ' TW2042 3 2' 8" x 4' 9" m 1 • o ❑ , SOLID MASONRY ; R E ' I IQ H I ` PIER FOR MASONRY TW21052 MEETS EGRESS REQUIREMENTS 3 5 ' 4" z 6' 2" � J FIR�PLACE AND CHIMNEY � • � PER NY$ CODE r • a ABOv�, PROVIDE T.C. FLUES i TW21 2-F.J. AS REQUIRED. ; z N F ro , , 0410 MEETS EGRESS REQUIREMENTS 2 3 4 5 10 ___ ____ ___________.___ - _ ___-«_�__ Fill , ' 7____________� T. ______ __________ ________ PER NYS CODE W z ' 4" I I I . a I ; 116" TJI F.J. • I I m /II ,/B TJ[ 130 F-J • Ib" O.0 u c i 2030 OVL 2 2' 4" 3 L Q '9n 4 S II .h ; ; XZLL 7 TW21042 MEE75 EGRESS REQUIREMENTS 6 3' 4" x 5' 5" Z } PER NT5 CODE ;f a p m I , ' TW210410-2 MEETS EGRESS REQUIREMENTS 2 6' 4" x 5 B" ' L I m = S ' PER NYS CODE ° I a t0 S = ❑ ' AFCP3045 4' ',�' `�``•`�`� a IL o 2-F.J. '"'- i_' ,,, 5052 PICT 2 5�18iizx 62'n ~ ' '•rp,. I m _ ___ „ TW2052 q 2 I U'T' 0 V 12 tl , 6° x 6' 2" EN b <. -------------------- ------- r A61 6' 6" x 3' 2" OF NE(1/ A( -_'b y_ DOUBLE OOR JOISTS _ - -t - _ 1 ------------------. . mf <- ' r uNv�R PAR LEL PARTITIONS i AFP �L BLT 09 ____ 1 _ e ; P2032 6 4 "X 63 2" . i a 2 2' 6 * ¢ 4" BRICK LEDGE - ' " TW21052-2 MEETS EGRESS REQUIREMENTS 0' n tar AT GRADE, PROVIDE WEEP HOLES 48" O.O. ; w 6i YS CO E ZN 2 - m I `n I 9pF'ESSIONQ� DOORS ; E � JEFFREY T. BUTLER, P.E. 2HF.J. i .. FWG 60611 2 l' 2" x I' 6" , •----'-..a' ____-_-__-_1, , ". FWH 31611 I 3' 4' x ,' 6' L______ _ I�z r 1068 - 3068 - 1068 2 2" 6- L 1-- , COMPACT F 4Q11l mGVENTILATION SCHEDULE: HT 4 a o /.' 4 � I , _ oho w W r� v r ROOM FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION 1YF- I , ; : PROVIDED REQUIRED PROVIDED REQUIRED 0 i; ; f6Q.FTJ (60 Fi.l (SO FT.) (BQ.FT.) (6Q.FT.) W O •' . ________________ ------------------------------- r9" 10'7^ 1T4" 2'0" FIRST FLOOR p 4 r LLU N di 71' 11" ; d)LIVING ROOM 425.9 66.1 34.1 36.8 11.0 Q 4 RR310.1.1 Mlnlmum opening erect. All emergency ucapr and re.oue O m O opening) .h•0 have a miNmUm hot dem opening of 9.1 .suers Ieet (0.030 m2). KITCHEN / BREAKFAST 120.1 122.5 51.1 65.1 28.8 0 p EXCEPTION. Grafi floor ".Ing. shall hew a minlmum net clam / FAMILY N ------ p oppenin.FI'ge of 5 .puma Foot (0.465 m2). Z RR310.1.2 Mlelmum opening helm lght. The minum net clear opening height SECOND FLOOR O o FOUNDATIONFLOOR PLAN .hell be 24 Inch.. (610 mm). RR310.1.3 19ln1mum openlrg width. The mmlmum net Clem opening width ) MASTER BEDROOM 322.8 61,0 25.8 35.1 12.13 SMOKE DETECTOR .hall be 20 Inches MCA mmJ, BEDROOM •2 143.8 30.9 11.5 11,2 S,B PAGE :e INTERCONNECT PER CODE 1212310.1.4 OpereLlorul wnxrimb. Emrgeney e.eape and rescue 1♦./!L_'� e CARBON MONOXIDE DETECTOR openingp shall be operetloml lrq the Imide of the room without the u.e oF key* or tools BEDROOM 3 133.2 28.1 10.1 9.1 5.3 ONE PER FLOOR • BEDROOM •4 139.2 20.6 11.1 11.5 5.6 2 of 4l T V L, J lx Ty. 11„ ty�l 27'11 2T 11" fN 2'7 13116" 47" � NOTES: SEE DETAIL eHEEf FOR 1 L ALL WINDOWS ARE COTTAGE STYLE HIGH WINv CONNECTION WOOD STEPS AND 2. SET ALL WINDOWS AT l'O" A.F.F. REGu1REMENT6 RAIL PER CODE 3. ALL INTERIOR DOORS TO BE td' HEIGHT 3 - 2xB GIRDER 3 - 2xB GIRDER 3 - 2x0 GI DER RAIL PER CODE qL B � 5/4'".6" DECKING W p p LL 8 n i:l TW21U52 TW]IIIS'_ TWT 05' 210 ' Rl'C hUfili TW'--1052 OPENING PROTECTION BY ROOF TRUSSES OTHS 0: 1 / ERLL p( N6 R.R. WOOD STRUCTURAL PANELS _ I SCREENED PORCH / O.O. 8 - PERSUANi TO 1609.1.4, BEE " ^AJ 2-HIO HDR.b.. 2-HIO HDR.b„ 2-NIC HDR.fi„ 2-HIO HDR 6„ O HDR. FASTENING SCHEDULE ON 1 RUB. MEM. ROOF BELOW FI nSH n U . 16 _ 4I�: N fi' 2-2z1 SI • 16" O.C. W -5 DETAIL SHEET IN THIS SET m LMDER 511-I »> 3 1/2" STEEL CO �I I TW21042 TW21042 T%QI(A2 TW210 P 2032 TW2612 P 2032 Z r / I BREAKFAST a a FAMILY ROOM I ? EUN 3I61I 2 - 2x10 HCR. N 1 r y r LL m 1 ~— 2 - NIO HDR. BUILT-IN BOOKCASE 9'O" CLG. HGT. r S'O" CLG. HGT, c ]' fi s' OST R11 5 112' I S1 = r W n" TI O 1R,- "' Em ------------------------- lIIn 0OLINE OF WALL ABOVE3 - __ __ _R x1IYm3 nX Ua OS SLOPE CLG. UP _ _ _ _ _ _ W1453 _ _ _ _ — _ _ _ — _ Z i U � UO MASTERE.F.BATH CATH, CL .Q - 3 SLOPE CLG. UP - ,• ..�",11 _ m I MASTER BEDROOM w j _ rw6 I CATH. CLG. Q FLOOR U Y OTHERS 1 O' 6TOM SHOWER Dom, I 3 1/2" STEEL COL �..� _ W I �' i M FM I1 zl �____"1 v 0 R /ROOF TRUSSES.Sy OTHERS U O >�� o WALK IN CLOSET , ' a o a I I:I60NRr WCOD OJRNING B'D" CLG' HGT, Y 1 FIREPLAC!WITN IG"RMIm HEART. I FNi I O • PER CME PRCVJo FREeN AIR IS-3' 405% RIDGE XT 4 oilINTAKE ANO GL.6 W.E.PG•CO 1 ypEIFT 613E 4' KITCHEN 8 0 O ' DOUBLE FRAME 2 _NIR HDR. - BSO" CLG. HGT. CO - 7S _ — - — - --{ - „ 1 T 30" X 45" 'BATH RFC. I - _ m B LITE BY V E.F. u 1 m BEDROOM •4 - n • n 9�0" CLG HGT. 2.0^ O W.C. . ��fi" 16' O.G. �TIN - • Ib" O.G. `� 3 '� i U �!" g z LL M1 1 F J� O .1j, ,AzW 3 n,fi.. 4'6" - m �, 40 CO ap' z - BEDROOM 02 m W vENr rC 0- z LIVING ROOM ry - TERIO 4 0 = OS 9'O" CLG. HGT. 90' CLG. NGT _ tu L p s 1 --rz u LOCATE POINT LOADS / I 5 1 O Ml IS m FROM ABOVE AND POST !! LL 3 I _ 4 GOWN TO FOUNDATION (SEE PROVIDE'd2 0 a FLOOR O ISR p a 111 B, ° p TRUSS PLAN BY TRIANGLE) �r " pRAIN P O Yl TV lC 2 - 2x10 HDR. r Try, 4 TW 210410-2 W 1 I " X ] o i ENGINEER: " . RIMM 16101GG.J. 2-2z10 HDR. _ - _ . 16' 0.c. _ _40 i 10 HDR. - _ F'EN, _ ~ 12'h" 3 TW21052-2 J'4" "-` 4'O" X TO' O3 K Lu OPENING ` lot" BED OOM 13 �w ' 9'O" LG. NGL g - 1 _ Ir > e a 4 o T > — T lo^ r o^ :� Ia rI $a ROfESS10NP JEFFREY T. ISLITLER, FR. -1 TW2M2 AFC 45 TW2N2 CLO. J'4" 'm - 2 NI J,V 1r m' i' I� 1 068-30 IO6B U 10 I I^ 5 , ' u' J'II' 6'G' - i 1 I 111 � N 1 U UO ITU.. n 0., to Q F 1 mx _ 9 LG I I `• O z 0 b t W. 1 SECOND FLOOR PLAN � � 5- 10" 5' I" e'n" N 6" � ~ 0. U R' IL" IT LIVING AREA . 1084 SQ.FT, _ REAR DECK AREA R 172 SQ.FT. � o a SMOKE DETECTOR FLAN PER CODE FIRST FLOOD PLA t a i� N a CARBON MONOXIDE DETECTOR LIVING AREA = 1343 SQ,FT, ONE PER FLOOR 3 SMOKE DETECTOR B INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR ONE PER FLOOR PAGE : 3 of 4 shad root shed root covering existing roof rafters covering 80 poured concrete door 8 8" min t finish grade 77 2" poured concrete slab 4" min. crushed stone existing wall - - Y➢ on Compacted soil or 31 :11 temporary wall is 113'-6" IoPg 8' —?� with 2x4 bottam ate and 2 x4" rrplsee window Mn 26]la Iostilccl --- vertical studs 16"o, 1wlth diagonal code whdow per n,od t. ®.mok. diet 3'-0" min, - braces on both sid secure this kitchen tram• o.ar w/2-2'x6" 12" vent - - bedroom wall as shown Ir a ging Floor local.. per h.m.,wner - - - - r� layout, secure to fl o and calling. crawl space •e..}. Section B — B excavate and fill with : f;;:• _ _ ;q3 2" 'Conc slab on compact d 13'-5" " bedroom soil or crushed stone — — Saae= l 2 = 1 — Q living room - - - x�i 2"x8"fj 16'o,cgoo - - II ° ' — closet existing floor joists closet 'e a over B B . � - - - -_- g 5'-0" approx, window location to 8" IC)'-3" a" bedroom G pl°c. window wu, 2emo be unobstructed S \_ t I o I I Code Indow per r.y.stut• eleoke d home aver w/2-2'x6" ®smoke da 12" vent location per hamumner bedreom 5'-10" S. 11,_7., hall hall t aw closet closet 5 1, E f= oundatior� .S N8 CFEB OSet L t IILLIIII 11LLIIlI � ) �' � o b Is Sard rl Tnvkn s a Board d lmnlues bedroom b0 11'_7" 10this '-0' BEAM LENarN bedroom ba to his tstructthis entire a IWe p etainin ' 16"o.c. t contractor to Ilpw all ® 12' a2AM LENC steP Y P P 9 ctrla•I •tacit®I Q4" to the proper movable ®•m k• diet a . diel q° 2'X4"pT 24's,a 2wucMN 2-2"X12" HEADER break-up and remove m q"xa" 3"-6' ON POSTED ENDS brick sbelow chimney 3'-10" 4'-&" / BEAM LENGhI see notes below ; pantry ' wash r 2,_7•• 2"X8" rr 24'b.0 temporary wall to be q 2 4 2'X6"RT 48"o.c RZ ApON flush and secured to 031 4 13 4 2 /NSU< permanent wall as shown Mkitchen 2- "x6" ' 11'-7' 4" FASICA see notes below 11' 3" q' BEAM LENOIH refrig - EbI6TING FRAMING �r IIVIn room 13'_6^ break-up and remove 1 5'-5" NO CHANGES 2-2"X4" existing g brick chimney g N E HURRICANE CONN 6" VENTED SOFFIT > 10,_2„ 8'-4"sea notes below 12'_2" Ivmg room f12'-9" ON EACH RAF1Eq JOINT cathedral telling .la open beam celling New kitchen temporary wall to be ❑ open beam 10'-0"�� `w cathedral edral celling ' 0 10'-10" .,.]TING new kitchen 2"X4" WS 16"O.0 flush and s ured to t'v i'. room RII INSULATION permanent wail as shown reploa window w0 26]2 se cies below n // tram• / rv' o E%ISTHG -��ORING AND JOISTS 2°X4" Ioaatlon per horroawner x 2 x8'rr 24"o.0 NO CI AN GES finish grade ' rvl 5'-4" — 2°X4" 3/4" PLYWOOD SUB-FLOOR a 1 2"X8" FJ 16"O.C. mn `o over CU. T POSTS ON HOUSE -�' 18" MIN E%ISTIN : L?, ' CRAWL SPACE I � ,x ' 4., 2_2.,x8" over - 2- x6' -- P 2'xe" over 2-2'x6" 4' r_ { � - 2D42 s-5r 2042 2-2 42 2"%6"CCA SILL WITH J •>, �`2" Poured Conant• Blob ~ 3'-O" min t p TERMITE SHIELD AND an compacted sella yp �_ this hours porfil' n of 'Jew Wood Deck I I 4' min. crushed stone this hwsu to to removed, contractor to 4 Ilow all 4'-0" I 4;x4" coalvart poets I SILL SEALER-TYPICAL Je I�, below prod. step by step n' les able ning `�i"x8 fl tkhrog I to the proper rhovable hand rolling'42 min ht of this struatull . I, I i la" Ida Its - 7" ht moor a" T'I'P fno�n 7 ne e�nvne. Existing Eloor L- a out _ 7D„ Sectior Th ru New Kitchen dick a In.l.d I o T'way Structure removal notes: 3'-e"-�-4'-s" I-�`a'-s" —,�--s'-3" 1. Licensed electrician to disconnect and remove all electrical lines running to this area, 2. Licensed Plumber to properly shut and removed all running water lines to this area. existing house —11'-7" 3. Contractor/homeowner to remove all interior fixtures le, sink, refrigerator, cabinets, g new construction counters, shelves and any objects hanging or attached to walls, '- 27'-j 1" 4, Licensed Contractor to build temporary support wall In the Interior as shown in section o-o on this drawing. temorary wall to be removed only after new extension has been added and fully framedand sheathed. N �/ 1— I o r L cj Yc) u t NOTES 5, Contractor/homeowner to removeemove all windows and Interior sheetrock, 1> ALL FRAMING LUMBER TO BE DOUGLAS FIR LARCH N0.2 VISUAL GRADING 6. building can not be removed unless it complies with any other town or new york F =b 1,450 PSI MIN, E= 1,700,000 PSI. ALLOW 15% INCREASE IN UNIT State codes on removing a structure. STRESS FOR SNOW LOADING, 2> ALL CONSTRUCTION SHALL COMPLY WITH THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODES, 3> ALL DOORS WINDOWS AND INSULATION TO CONFORM WITH THE NEW YORK STATE ENEkGY CONSERVATION CONSTRUCTION CODE DATED MARCH 1, 1991. ACCEPTABLE PRACTICE METHOD) 4> LL FOOTINGS TO REST ON VIRGIN SOIL WITH A MINIMUM PRESUMPTIVE BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF 3 FEET BELOW FINISH GRADE 5> MINIMUM ALLOWABLE CONCRETE DESIGN STRESS TO BE 3 000 PSI IN 28 DAYS. remove window 12•' 6> DOUBLE FRAMING REQUIRED AT ALL OPENINGS AND PARALLEL PARTITIONS, 7> SMOKE DETECTORS TO BE ELECTRICALLY OPERATED AND LINKED TO ALL GO OFF IF ONE DOES. Q4 9> PROVIDER�H ILINN M BCONFORRMAINCEED yyiORH 00 EI REOUIREME ONS OF CONSTRUCTION, 10> ALL PLUMBING TO BE IN CONFORMANCE WITH NEW YORK SA E AfE BUILDING 11> AOLSELECTRI AL WORKESHALLMBE APPROVED BY THE NEW YORK BOARD OF Do UNDERWRITERS, 12> DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS ONLY. 4"ASICA — typical construction wall construction I II g g 6" VENTED SOFFIT roof construction _ 4' vinyl aiding ! 2' x4' ws 16"o.c, roof rafters: 2"x8' 24" o,c r-11 insulation 3/4" cdx plywood 1, 11 Hull HU l t vek etr15# felt paper 42" It rollingY wrap with P 230# asphalt shingles Iron aeckhg finish grade both fides taped seams vented.fedi soffits O I I — I I II BRITINE ENGINEERING 4'rvroao .erlloal pea. -� i I I i 1 1 OF NE /p6 WAVfRCY AVE, HOCTSY/LLf NEW YORK, 11747 5/67d2-4105 i pia etc p.oano-tro l IIII I_-_ ,k D." W ' ___ J 8, sow nsM1 gradie Existing Front EIf� ' cltion LJ - - K SCALE:1 4"=1'-0" COUNTY.• ORAWNBY.• L.RUSSO N e w Front E I e a t i o n 0 ^ � r BATE: S—Z6—gs SUFFOLK REVISED: rr�� ' j NEW REAR EXTENSION FOR MR AND MRS MIKE ANERELLA yO s 855 PINE NECK ROAD, SOUTHOLD, NEW YORK OQfiu ✓ TOWN: S O U T H O L D BRIW/NG NUMBER soloolooloo _ AB090 ( l SEE DETAIL SHEET FOR DESIGN CRITERIA *THESE PLANS ARE INCOMPLETE; WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING= SET)* SEE WIND CONNECTION TABLE R301.6 WIND SUBJECT TO DAMAGE FROM REQUIREMENTS WINTER ICE 5HIELD USE/ GROUND SEISMIC FROST ALLOWABLE DEFLECTION OF SPEED EXPOSURE DESIGN UNDERLA7MENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF STRUCTUAL MEMBER5 SNOW DESIGN LINE LOAD LOAD "' SUCTION LOAD CLASSIFICATION CONSTRUCTION oPENNG PROTECTION BY LOAD /MPH) GATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HA2ARD5 WOOD STRUCTURAL PANELS MODERATE SLIGHT TO FROH 1990 PERIMRER EDGE ZONE • 31.4 p¢I EDGE ZONE • 39.1 pe FIRST FLOOR • 1343 50.FT. ALLOWABLE PERSUANT TO 1609.1.4, SEE a5 pef 110 B C SEVERE 40" TO HEAVY MODERATE II YES FIRM MAPS 40 pef 30 pef INTERIOR ZONE • 19.6 P.F INTERIOR ZONE • 14.6 peF R"3 333" SECOND FLOOR • IOB4 SOFT. TYPE V STRUGTUAL MEMBER DEFLECTION FASTENING SCHEDULE ON DETAIL SHEET IN THI5 SET ' RAFTERS HAVING SLOPES GREATER THAN 3/11 „ WITH NO FINISHED CEILING ATTACHED TO RAFTERSL/IBC DONT, RIDGE VENT INTERIOR WALLS AND PARTICIAN6 H/100 100 ___ _ _ .••,��MI ... __ —_ -- L/360 O - ------ _ _ - - - _ _ FLOORS AND PLASTERED CEILINGS L '40 ALL OTHER -- --- --------- -- -- EXTERIOR 5 RUCTURAPLASTER OR STUCCO H/360 In - _ _ FINISH - - - 'I CONT RIDGE VENT _ -_ _- - __ d - - I,I __ _ EXTERIOR WALL6JIIIND LOADS WITH BRITTLE I - FINISHES / O - - _ - - - - - -- _ - - -- >ABPHALi ROOF SHINGLES EXTERIOR WALLS-WIND LOADfi WITH L L/120 FLEXIBLE FINISHES STEP N L• SPAN LENGTH, H• SPAN HEIGHT • - _ - __ OTE W ----- -_- _ - - - - -- - - - -- '- - _ -� - — - 7�I -.: p -- - _ - A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES 7 - FLASHING, - -- _ _ — _ _ -- --1,IN ti --- II 111` -_ _ _ - THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 'U — _ ; - _ _ - _—. - - — - — DETERMINING DEFLECTION LIMITS HEREIN ___ _ _ _ _ _ _ )I _ _ — _ — t0 If 0. �v 1( I TABLE R301.4 ry -- -- - - - ---- -- - - MINIMUM UNIFORMLY DISTRIBUTED LOADS (P5U USE LIVE LOAD BALCONIES 60 ___ _ __. . 77:, DECKS 40 � -- , _- - _ _ \I 1I ,.1 .`� - _ - _ - -- - PASSENGER VEHICLE GARAGES 50 -- _ -__ - - -- - - y =-- - --- - - -- - -- --- - _-_ t: - - ATTICS WITHOUT STORAGE 10 11 - � - - --- - -- -- -- � -_ -- �T. II _ _ -_ ---- - - _ ATTICS WITH STORAGE 20 - ly ROOMS OTHER 40 -- - --- - - - - ROOMS SLEEPING ROOMS ^I SLEEPING ROO THAN 30 - _ - __� STAIRS 40 200 E E 12 i __ nl G / DEA - - - - - - - - _ - -- - - - _ - - YORK,STATEMENTS OF HE' EQUTAED IFICAT� MEET �F NEWE. ,�'N WAIT ,i. I i E 1 DATE:Ay IIo E B.P.q '� �_ _ II 11 IL_ �_ _ FEE BY (III --- - _ ` i ,I /' --_ sTEPs AND DEPARTMENT AT U __- L 9 - _ _ _ _ _ _— _ - - II, _. _ __ ____ _ ___ _ RAILS PER NOT( Y � - - - If BUILDING -- - - " - - - --- - - - -- - _ '- - - - " - - --- 7fi5-1802 B 4 PM FOR THE _ -- --_ - - CODE _ _ ql '1 r . , - -_ - - I-,- I ' _ _-_ _ . . _ - i, -_ _ .I =1 __ - __ _ _ FOLLOWING FOUNDATION - TWO REQUIRED m __ r" - _ _ - - — I, FOR RETE - _ _- __. _ -__ II' _: l II 2. ROUGH POURED FRAMINGC& PLUMBING !r,. lLit - - - _ - - _ _ __ . _ - _ _ - - _ _ _ -' J /4�rf iI �I I`I- - - - _- _ _ - - _ _ 3. INSULATION VIII _ - - - - -- 4. FINAL - CONSTRUCTION MUST - I'LSTONE VENEER ,( - I � BE COMPLETE FOR C.O. Lu m ALL CONSTRUCTION SHALL MEET THE BASEMENT ENTRANCE V r OMITTED FROM VIEW REQUIREMENTS OFTHE CODES OF NEW -I m YORK STATE. NOT RESPONSIBLE FOR NsrRucrroNrtRRo Z IL o rA al o RIGHT SIDE ELEVATION _ MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE m Q FRONT ELEVATION DD PER SQUARE FOOT OF HORIZONTAL PROJECTION F: � w m TRIBUTARY LOADEC D_ AREA IN SQUARE FEET FOR ANY 5TRUCTU � N O OT IT VE — _ T MASONRY CHIMNEY - --- � - - - —_— - _ - — _ _ _ FLAT T OR RISE LESS THAN 4 INCHES PER FOOT 1000 46060 bIt0 ROOF SLOPE �� - — LL 4 INCHES PER FOOT (13) TO LESS THAN IF- RISE_ OOT r1:) _ W LU - -. --:- 14 INCHES PER F I6 14 I1 RISE 11 INCHES PER FOOT (I 1) AND GREATER 11 11 11 - _ ' RAKE BD. - — _ _.__ it •f - 1�a5 - � - — __ _� _ � - - pF NEI,y 5' FASCIA - - COMPLY WITH ALL CODES OF NG NEW YORK STATE & TOWN CODE 't 9 FRIEZE BD. - - 8L PT MBI ER HASTE AS REQUIRED AND CONDITIONS F m W ..p .Y - - TESTING BEFORE COVE SOUTHaD TOWN ZBA — — - - _-- -- - - - —= -- -- - - — -- _- _- -- - ell a OI1DiaDTOWNPIANNINGBO �'OROFES410NP�� — — A — — — NEED RING - M TRUSTEES - ' - - - _ �_ sourHaDTo ____- __ _ _ -. - _ - - - -- -- DO NOT PROCEED WITH /�/O N.Y.S.DEC JEFFREY T. BUTLER. P.E. FRAM HAS BEEN APPROVED. ° 1, INC UNTIL SURVEY OF FOUNDATION LOCATION ® o �,DoD 7AIVE �A o l _ _-- , _-- - __-- - -- - - - - -- -_, - - --- --_ - - _- _- _-El FOMPLYWITH CHAPTER"46° 1' --- - _ - --- w PREVEN SOUTTHOLD TOWN CODE.TION Q z 9 0 r - - - - - -_ - - -- - - - --- _ - ---_-- --- - _- - - - - - - o v LLI O o F – -- – ir Ozp m 3. -- __ - - — -- - - - - -- - -- - - - -- - - --- -- _ -- - _ -_ — - - — -- _ - - - - - _ o n U UOO - - -- - -_ CA w o USE IS UNLAWFUL WITHOUT CERTIFI TLU - - - _ = o - OF OCCUPANCYLU d) U g = : - --_ - - r — _ -- -- - - __ - - _ _ o - -- F - _ 0 N —_ _ - _ _.. _ .. - - - _ - O r I I PLUMBER CERTIFICATION Ct — _ _ - _ l ON LEAD CONTENT BEFORE O e - , CERTIFICATE OF OCCUPANCY a o - - -- -- - - -- - - — -_ CANNOTR - - E C ED 2/10 O ' 1 SOLDER USED IN z - - 1 SUPPLY I I X E F 1%LEAD. CERTIFICATION OF NAILING & CONNECTIONS PAGE : REAR ELEVATION o LEFT SIDE ELEVATION REQ RED, x RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-IOC 0 OF THE TOWN CODE. t k 4" VTR 3" - ---------------, V LA i LAV LSV - - rub) T - -- A SHOWER 3"i SHOWER I i SECOND FLOOR i 31' 11" 77 LJ 2.. 2. 3,. 2., 2„ 3" 2.. 2., 2' 2".. 27' 11" Tp" 3n 3 , LAIL 19'0" TV 1' 11" 6NK T 77 18" DIA x 6' TALL MAIN FLOOR P.G. PIER WITH 4 x 4 POST TO DEGkING ANCHOR PER DEATAIL bbLbbL `L 2-2x10 GGA_ 1 SHEET, TYP. � '. P- N I 2x6 CCA O.J. �-i�` I , � Ib" O.G. FAI , 0 3" I -------------------------------------------------- ----- I '-n-q-----fl -----"1" 1 . -------'1' I 1,2' ------ ' - CO C.O. mm W . TO AN APPROVED Z SANITARY SEPTIC SYSTEM I N BEAM OCKET J ' O ' u ` SEE DETAIL SHEET FOR CAST IRON UW,' HOUSE TRAP _ u p GROU SOLID = I ' HIGH WIND CONNECTION REOUIREMENT6 t PLUMBING RISER DIAGRAM (NTS) 1 V i U -�' _ /II 1/8" TJI 130 F.J I6" O.G. , OPENING PROTECTION BY' k WINDOW DOOR SCHEDULE: a t rm -e d I = �1 I ? L i L I p ay O -' S1 WOOD STRUCTURAL PANE45 NOTES: 'pl 0 x I ' VERIFY ALL ROUGH OPENINGS WITH MANUFATURER _ PERSUANT TO 1609.1.4, SEE I. ALL WINDOWS ARE COTTAGE STYLE WU 'R Y I FASTENING SCHEDULE ON WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI AND To HAVE A U VALUE 0.34 2. SET ALL WINDOWS AT l'O" x it ------ EXCAVATED DETAIL SHEET IN THIS SET EX MATED CELLAR ry wINDOW6 MANUFACTURED BY ANDERSON - 400 SERIES (UNLESS OTHERWISE NOTED) 3. ALL INTERIOR DOORS i0 BE 1'0" HEIGHT ' 4" P.G. SLAB n x' .I /, DROP WALLS TO 6" DOORS MANUFACTURED BY TH92MATRU NNLESS OTHERWISE NOTEDI ABOVE FINISHED GRADE o R 11 1/8" T 12 F.J, e 1 " , ,y --------------- - - -_ -_--_, , UNIT commENTg QUANTITY SHUTTER SIZE NC i OO,RgYAIN LT1O! FR Y E R IL E D t PROVIDE 4" CURB I i \WE/ W P 6 WINDOWS m tl F VERIFY M.O. - - 'mxg 5/8" Gwe OVER FURNACE PER CODE -_' 5032 PICT 2 2 Z '- _ x3' 3" 1 , 31/2" 6TEE� cownn ;______ ____________________________ I TW2032 2 216' x d' O„ /- x 3 0" % 30"x30"x12'' POURED CONCRETE' FOOTING I TW2042 TYPi a o SOLID MASONRY FUR A E �" i MEETS EGRESS REQUIREMENTS m 1 a " n -V ' PIER FOR MASONRY ___� ' TW21092 3' 4" x 6' 2" ' _ PER NYS CODE 5 _ r t I FIR�PLACE AND CHIMNEY 1 2-F.J. ry ,• _sem_ -� ABOv -PROVIDE REARED_ i TW210410 MMEETS EGRESS REQUIREMENTS 2 3' 4" x 5' 10" , ------- ---- ------------�__ i�,m�= ________ m ____________ T. �_ ___ ______ __________ _______. PER NYS CODE m X ' II TIB" T 1 23 F.J, 016 /11 1/8" TO bO F,J. o Ib" O.0 ' I ' 2030 OVL 2 2' 4' x 3' 4r' `9 } Q IW O yf ' TW21042 MEETS EGRESS REQUIREMENTS 6 3' 4" x 5' 8" S LIN0 PER NYS CODE 2 u I Bi , ^ i TW210410-2 MEETS EGRESS REQUIREMENTS 7 6' 4" x 5' B" tp O PER NYS CODE !V jjj', o !-B-►I o IX a D I m I 5052 PICT 2 4 i uj W AFGP3045 x 3' 6° LL LL 111 J � W 10'7" TW2052 4 2' 6° x 6' 2" EW m j -_____- -i i UNDERPZLE RAFLOORLELPARTIONS LL i A6 6' 6" x 3 2" •tP\�oY E7B �O w Q i i a P2032 2 2' 6" x 3� 2" _________________ 4" BRICK LEDGE J 1 TW21052-2 MEETS EGRESS REQUIREMENTS 6' 4" x 6' O" 2 ' m I - N $ At GRADE, PROVIDE i i ' NYS CODE 0x6 349 �G WEEP HOLES 48" O.G. , x a 9pFfSSIONP�' I m � 1 DOORS JEFFREY T. BUTLER, P.E. , I I I 217JJ. ' FWG 60611 2 l' 2" x 1' N I ' L_______ FWN 31611 3' 411 , 1' V 4 m - 1068 - 3068 - 1068 � w a _ 2 6' 2" x 6' 6" Z O a o L - - - �.- C1 3 COMPACT FILL j LIGHT 4 VENTILATION SCHEDULE: w Q N ozo - ROOM FLOOR AREA LIGHYING LIGHTING VENTILATION VENTILATION y � 0 rc PROVIDED REQUIRED PROVIDED REQUIRED (J'(3 p --------------------------------------------- I f FT O ) ! T) f FT f '1 - - i SO. .1 15 .FT. 6QF 50. .) 6L1.FTJ V z RR310I I Mlnlmum opening area. All amargencg aecapm and re¢u� a z � F _ F TW' 111 7' ITA" TO" opening. shell have a minimum not clear pen oing of 9.7 p 90 puce feat !0.5FIRST FLOOR W Q U d) Y EXCEPTION, Grade Noor opening. NII have a minimum net clear LIVING ROOM 425.9 66,1 34.1 36.8 11.0 O 0 opening or 5 aquae rem (0,465 ,R). Q. O N O C RR310.1.2 Mmlmum opening height. the minimum net dean opening height KITCHEN / BREAKFAST 120.1 122.5 51.1 65.1 25.8 (Y p e O } .hell be 24 Imine. (610 mm). / FAMILY t- `-------- RR310.1.3 Minimum opening mldth. The minimum net clear cpenin width j 9 Nan be zo iroMe rb0e mnJ. SECOND FLOOR m n V FOUNDATION FLOOR PLAN RR910.1.4 Operational coreUchal f ovi Emergency r the end without opentag. Nall bs apariional from the made or the room without Me ub MASTER BEDROOM 322,8 61.0 25,8 35.1 12.9 or key. ar tools. SMOKE DETECTOR INTERCONNECT PER CODE BEDROOM -2 143.8 30,9 11.5 11.2 5.8 ARGON MONOXIDE DETECTOR PAG}'rte 8 ONE PER F--DOR BEDROOM a3 133.2 28.1 10.1 9,1 5.3 BEDROOM e4 139.2 20.6 11.1 i1.5 5.6 2 of 4 ,y. I1• ,7. 11" 2'7 13116" 4'7" T 7 13/16" 4'7" NOTES: 6EE DETAIL SHEET FOR I. ALL WINDOWS ARE COTTAGE STYLE HIGH WIND CONNECTION 2- SET ALL WINDOWS AT l'O" A.F.F. REQUIREMENTS 5 P 3, ALL INTERIOR DOORS TO BE To" HEIGHT 3 - 2x8 GIRDER 3 - 2u0 GIRDER 3 - 2x8 GR DER WOOD STEPS AND '' RAIL ra 22x6RR. 2-2x10 HDR. 2-2x10 H 2-2 5/4".6"P0.G DECKING I /2x8 G.J . Ib'6" OC / I /2x10 R.R • Ib PER CODE TW 105'_ TW110D`R TW'-105'_ TWJ05'_ TW21D52 DM1II OPENING PROTECTION ST _ A�wl IX r r UNDER SILL U U 3 = WOOD ANT TO URAL PANELS I O O. I Z u axs G.J. • 16" O.C' J B fi' h" x10 HDR.6'a-3x10 HDR. 6„2 axl0 NCR. 2• HDR. PERSUANT TO 1609.1.4, SEE G. W ' ImI 3 2.N" 2-3x10 FA5TENING SCHEDULE ON a �� 3 1R" STEEL CO �- T - DETAIL 5HEET IN THIS BET m RUB. MEM. ROOF BELOW 1 O /TI ASH 001 t I TW21042 TW21042 TW2111A / W? P 2032O GBREAKFAST FAMILY ROOM z t,, a IX 0 �, RVI4 31611 _O m r OLS HGT, m fi O 9�0" CI-G. HGT. 2 - 2x10 HDR. BUILT-IN BOOKCASE / 2 - 2x10 HDR. 9 0. In 0 __ 2222_ ___ __ - O0 ___ _______________ = „� N' 6 6" 9112' IM1"I Ih"I - w r r z hl I�1 u LL, 3 LINE OF WALL ABOVE u a a d OST RIDG ® IX" :o ___ __ ________ ____________ 4 3x6 • ` r I p O - � OKIx _ — __ _ — _ _ _ — _ — _ W14z53 m S � N I E" _O ELOPE CI-G, UP 16 ry Q I _3 3 N �, - `� m I o �7 MASTER BATH W r L. CATH. CLG. - U I I SLOPE CLO. 9 I R Q _ ;1' MASTER BEDROOM a IB" TJI O F. a la" OC V�\ s] 3, r V - LG. Q 3 Va" STEEL COL �� / CATH. C . I 6Ton SHOWER PROVIDE RAILS PER CODE _ �_ w /2x10 R.R. • I(" O.G. I /2u10 R.R. o Il 1�lIAI�1 DRAIN TO — 7 IX • 6" O.0. / \ In p\R YW E/I� it ' N IX ax C.J. " C.C. r nA;oNa. wccD euRNIxG 3 O WALK IN CLOSET gREP'-ACE WIi4 16'RAIpEp XEARTH I PER CCDQ PFCVIDE fiIESN aIR ✓� - WO" CI-G. HGt' INTYKE,ND GLA]9 D^ORS PER CODE I-. PQ$t RIDGE O IERIFY elzE W,' 1 TY I KITCHEN e o a - 3xa N'2" 9'O" CLS HGT CO _0 ;• PIN' DOABLE FRAME 2 - 21 HDR. — —r — RFC, r I 30" x 45" — _ — - _ -_ _ _ - — 2 - 13/4" x IB" L.V.L. F J I YI IIS - - 6 LITE BY V ii1-�-- E.F. ♦ _ _ _ _ — _ 2222 — _ - - _ ? rp — WB q 1.1 m 2 G _ _ _ _ /^�5� / I BEDROOM •4 x Ni Q ill 5' 9'b" CLG HGT. W. 2x6 R.R. • Ib" O.C. 6r 7r. 4r 6• 3rl6rr llr Orr !`'1 • I6" O.L. ' �'I = v!) 2 - 1 3i4" x 10" L.V.L. F,J. n I �^ • ,� _ — _ _ _ _ —_ — _ — _ - 2222 _ — _— _ _ _ — _ � _ _ 1'D" /2x10 R.R al6" O.C. � �! � - 2x6 c.J. • Ib" O.c� � xfl Z � 3 Y 0 f 2x10 R.R. • Ib" O.G 3 - I I 6'6" 4r 6r, H ' N V n 2uB G.J. • IG" O>� z I - � ? _ IN. 9 = O j o LIVING ROOM _ m I co p - �- O W d1 BEDROOM 02 W w VENT ro co co rr I 3 - 9'O" CLC. HGT. v _ SO" CLG, HGT, I TERIO 4'0"o a 0 IX SSSS ywj 1,, 4 0 ' LL \G LLI r t N O I / (L�L- `/' O - FLOOR O N I6R . Q ' r 2 - 3/4" x IB" L.Y.L. F.J. l'S. 'qT�. 11'5" DRAIN " J LL_ _ — _ — _ — _ — _ —___ — _ — _ — __ _I'_I__I W W I. 6r, 1- 2x6 R.R. 2Y5 n I M TW 210410-2 s - • ax6 o.J. 2-2x1O HDR. I' Z RiMMa - 2.10R.R. • Ib" I o R. ENGINEER. • 16" O.C. - _ _ O _ a 2 2x6 G.J. • 16" .C. yl • 16" Q PENT !Iii - O 'U TW21052-2 3 a 10 HDR. m I e �pv IVf(N u O IX TRIMMED 12 G' 3 a OPENING oj!, BED OOM 03 * 9 # z - O TIG" x0 B 2 / 1 2'(T 11'2`1 4'4" 11.4" 4 I3•r N �FESMID a - axlb HDR, p m - JEFFR LER, P-E. J'4" TW21W2AFG 3045 TVINU G 2 axi T 6" O x m ObB-3068-1068 W O o' V LL L r IX u i ILL' 5'2 P2" >'(i' } U" 3'0" 5'6' W O a 00 I u p q d 170" 2V A m m w oro m I 24' 11 ' o� zb , 2222 _ _______�-_�x8G1RbER'______ _ 2222 W y 9 O iou_ — _ _— _ _— —_ J O V ? � O SECOND FLOOR PLAN Q Q N � LIVINGS AREA = 1084 SQ.FT, W 10, l l' 17'0• Sn N J REAR DECK AREA = 112 SQ,FT, FIRST FLOOR PLAN SMOKE DETECTOR LL INTERCONNECT PER CODE O '. e CARBON MONOXIDE DETECTOR w T, LIVING AREA = 1343 SQ.FT. ONE PER FLOOR o ; SMOKEDETECTOR u INTERCONNECT PER CODE B CARBON MONOXIDE DETECTOR ONE PER FLOOR PAGE : 3- of 4 F SEE DETAIL SHEET FOR HIGH WIND CONNECTION REOUIREMENTS OPENING PROTECTION BT WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON ri DETAIL SHEET IN THIS SET J u 3 - 13/4" x II l/B" 6TRUCT. RIDGE Z 2.10 RAFTERS _a CONT. RIDGE VENT 1/T CDX SHEATHING 0 O 15• FELT It m ASPHALT ROOF SHINGLES IV IN 2.4 G.T. 31" O.G. EVERYWHERE CONT RIDGE VENT EXCEPT ABV. MASTER BEDROOM ROOF VENTILATION 1300 OF THE INSULATED aim RM CEILING AREA UNIFORMLY DISTRIBUTED EAVE PROTECTION TO EXTEND FROM THE EDGE OF �I(�M THE ROOF, 36" UP THE SLOPE BUT NOT LESS THAN 12" BEYOND I THE INTERIOR FACE OF THE EXTERIOR WALL CONT. RIDGE VENT BAFFLE AS REQUIRED FOR ROOF VENTILATION •� E 0 m 1 10� R-30 INSULATION MASL"IIER BEDROOM Ix6 FASCIA—►— ]" GWB –' - - TOP OF PLATE – -- =I 3um( .i'm ON (TYP.)----/ BEDROOM "4 CONT, VENTED A' 6gFF' CIN) OO BEDROOM •3 BATHROOM BEDROOM •4 _ 'I•' o c , 1/1" GLIB �. R-19 INSULATION W I/1" OSB SHEATHING � r TYVEK HOUSEWRAP VINYL SIDING 11 r 3/4" 74G 5UBFLOOR W 4x53 01 — — 4 rt -- -- TOP OF SUBPACK OUT FLOOR 6 � TOP OF CEILING '•T t_' I/T GLIB — _— —_ _— rtl TECO CONN z µ `—W I4.S3 FAMILY / KITCHEN / LIVING m Q r'-3 1/1" STEEL COL � O KITCHEN TO SUPPORT IIIA a Ul (Q - o STEEL GIRDER m W (l 0 3/4" TIG SUBFLOOR -- -- TOP OF SUBFLOOR W GRADE R-30 INSULATION GRADE —' '— TOP OF FOUNDATION -- -- GRADE GRADE PITCH GRADE AWAY '• ;� Iw �C pF NfwY FROM FOUNDATION •� }I 3l4" k II l/B" M.L. ENGINEER: � ,+ , 6 HDR, WITH 31/2" STEEL ' COI- oN P.c, FTG. CELLAR 1 CCADL-' OLSILL /1" ANCHOR BTS t CELLAR 4 )� F9 r SILL SEAL • 1 w TERMITE SHIELD iy F' j i W B" CONC. FOUNDATION ,� W B"xl6" GONG. FTG. •. ;� j •� ZP DAMPROgF BELOW GRADE 4' SLAB i. •• �� 03493 �2 — - -— TOP OF FOOTING —_ _— S• . - . . .. .. . .. .. < Agog p�T4 JEFFREY T. BUTLER, P,E. 9 k m SECTION A—A SECTION B—B a o � o W 0 SHINGLE (RIDGE OAP RIDGE VENT w 07 O z Y O O SHINGLES EXHAUST AIR z O 0 FELT PAPER -� ROOF SHEATHING (TTP.( - LU Z B U N Y RAFTER Q - O �I LL Q Ll Ll RIDGE BEAM RIDGE VENT DETAIL P,4GE . 4 of FACE OF FOOTING 2.4 CONTINUOUS LATERAL BRACE AT 6' O.G. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING J015T FOR WOOD STRUCTURAL PANELS 2-106 NAILS GABLE END TRUSS FASTENER SPACING 2 FEET 4 FEET 6 FEET r I� PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN `1 FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET al r u N Q O .IU �� /0\V1./2/. 2 I/2" '6 16�� 16�� 12,E 9.. W O WOOD SCREWS U i i I IO-ed 2 1/2" '8 16" a / -2 NAILS WOOD SCRE12"W6 16 16 EXCEED 40E FT. MAX H. 5d COOLER NAILS AT 10" O.C4. a MEAN ROOFTHIS TABLE SASED ON A HEIGHT OF 33M EETr'OR LESSUM WIND . (3 SECOND GUST) OF 130 MPH AND BUT \\�� BRA ELOOH NAILED TO EACIII! n. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL H/2 BUT NEED NOT EXCEED IS FL MAX. c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM � 5d COOLER NAILS AT Y' O.C, ' WITHDRAWAL CAPACITY OF 490 POUNDS. 20 GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH 01.1 ml 10-ed NAILS AND A MAXIMUM OF 8 FEET (2438 mm). 9 F. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT WLL, FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED g. TABLE FROM SBCOI - 1999 EDITION, FIGURE R403. 1.11 ENDWALL STUDS GABLE;:: ENDWALL BRACING (WFISM FIGURE 3,6a) 0 w 0 x EXTERIOR OR BEARING WALL m TOP PLATES \ ENDWALL JOIST STUD A A NOTCH GREATER THAN BLOCKIN 50% OF THE PLATE WIDTH BLOCKING 16d NAIL AT 24" O.C. j BORED HOLE MAX GYPSUM BOARD LJ.I DIAMETER EPT 16 GAGE (0.054') AND 1.5" WIDE OF STUD �'JEPiH METAL TIE ACROSS AND TO EACH SECTION A-A 1('L- 5/8" MIN. TO EDGE SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE ^, X y Q 5/8" MIN. TO EDGE WOOD STRUCTURAL PANEL I Ilr1� _ LL INSTALLED IN ACCORDANCE ^" IN S r NOTCH MUST NOT EXCEED TOP PLATES FLOOR BRACING AT END BAPS 8d NAIL AT 6" O.G. WITH NAILING SCHEDULE CIS 40% OF STUD DEPTH (ALL PANEL EDGES) (TABLE '3 1, WGFM HIGH WIND EDIT ON) Q [ r (WFCM FIGURE 3,66) N Bd NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT 'Q PIPE PANEL EDGES Q } Q - BORED HOLES SHALL NOT--/ (a) OUTSIDE CORNER DETAILX D N BE LQCATED IN THE SAME ed NAIL AT 4" O.G. Q W Wzm NO?QI4 SECTION OF CUT OR GYPSUM BOARD W O "°TSN '" STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING 5d NAIL AT 6" Q.G. 29 (ALL PANEL EDGES) NOTCIAING AND BORED HOLE LIMITATIONS NAILS BASED ON U- SHEAR WALL REQUIREMENTS FOR INTERIOR NONBEARING WALLS WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE (WFCM 1995 SBC HIGH WIND EDITION, 3,4,3, 1, 1 166 NAIL AT 24" O.0 WITH NAILING SCHEDULE E R: NO CEILING (TABLE 3.1, WGFM HIGH WIND EDITION) DIAP�aRAGI'I CENTER 2x BLOCKING ,��QF NEW ON SHEATHING JOINT 8d NAIL AT 6" O.G. ON ALL ` RAFTERS AND CEILING REQUIRED l�P�FQ.EY T B(2 Q JOISTS OR APPROVED FRAMING MEMBERS AT PANEL Gj ROOF TRUSS 15/32 WOOD STRUCTURAL PANELS ED 3E5 AND 12" O.C. ON ALL ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT r BASED ON SHEARWALL REQUIREMENTS PANEL EDGES TOP PLAT* Top PLATE- (b) INSIDE CORNER DETAIL ZN`r0 �2 SECOND STORY SEE DRILLING AND �FESSIONP NOTCHING PROVISIONS GABLE: ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMING 9 BEJOIC T PERMITTED t0 PREFERRED METHOD JEFFREY T. BUTLER, P.E. BE GUT OR NOTCHED WALL STUD- SII TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS SEE DSTUD- AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS m WFCM SECTION3.3.1.1.1WFCM SECTION 3.4.1.1.1 IBASPAN ^ 0 „ 9PN I/3 SPA 11 \ QF-- z H JOIST ENDS TO BE STUD4- BLOCKED AGAINST WALL WALL- w O N U O T ROTATION IN ACCORDANCE I ROOF FRAMING- DOUBLE TOP PLATE 4.. UIALLrj WITH WFCM 3.3.1.3-END RESTRAINT uj w Q FOR BLOCKING AND 3.3.1.4 BRIDGING BORED HOLE MAk TOP PLATE BAND JOIST AND BRIDGING \/ z V n DIAMETER 40% OR BLOCKING SEE WFCM SECTION 3.3 J)� nw, OF STUD DEPTH 5/8" MIN. TO EDGE BEARING F-cR PLE a Da21" CLEARANCE `1 WALL TYPICAL 1I, ca HEADER CONNECTORS 21" CLEAR IN 'Q REQUIRED IN FRONT OFZCE Q W Q- 4 5/8" MIN TO EDGE A oPErvirvG _ LAP JOIST 3 IN, MIN. BOTTOM PLATE LAVATORIES Qy Z LG NOTCH MUST NOT EXCEED BAND JOIST CWTER LOSET SHOWER Q z Q 25% OF STUD DEPTH OR BOCKIN61 FULL LENGTH NOTCHES SHALL NOT BE JOIST HEADER STUDS WALL OR BIDET Q Q Q O WALL STUDS IS" IS" WALL W 4 LOCATED IN MIDDLE ONE-THIRD SILL PLATE - ui OF STUD LENGTH r.RNOTE Q Z C CRAWL SPACE UPLIFT CONNECTION 15 REQUIRED IF HOLE 15 BETWEEN 40% AND 60% SUBFLOOR 3 O OF STUD DEPTH, THEN STUD MUST BE OR BASEMENT ---------------------- AT EACH END OF HEADER AND - °2 BORED .TOLES SHALL NOT—/ FOUNDATION - •-`••--- -- TUB BE LOCATED IM THE SANE DOUBLE AND NO MORE THAN TWO •' AT BOTTOM OF HEADER STUDS IN - NbiUPLlk} ADDITION TO CONNECTORS AT SUCCESSIVE STUDS ARE DOUBLED CG�lNEGjflh i GR055 SECTION OF GUT OR NOTCH iN STUD AND 50 BORED R UIR22 WALL STUDS AND AT TOP AND �p 'TQ BOTTOM OF CRIPPLES 21" CLEARANCE ." CLEARANCE A A 1 NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE UB BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT f ArSE ; (WF199 CM 5 SBWIN C HIGH D EDITION, 3,4, 1. 1. 1 WATER CLOSETS CONNECTIONS FOR OPENINGS FIGURE 830 TER Of 2 MINIMUM FIXTURE CLEARANCES u'. The design of this structure is based upon the prescriptive approach using the GENERAL NOTES: I1' 1.AJI work shall be performed In accordance with all �h'es, (TABLE 3.8 WFCM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest municipal,looebuilding l zoning and codes and ordin (ices ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association. (1995) having judsdlction and bast standards of constructl ,III Non-structural elements are based upon The New York State Residential Code-January 2003 (TIO MPH 3-SECOND GUST . 90 MPH FASTEST-MILE WIND SPEED )PER TABLE R3-1,2.1.3ll (TABLE 3.1, WFCM HIGH WIND EDITION) Far the Climatic and Geographical Design Criteria, see Table R301 2(1)on cover sheet. Practice. All non-engineered lumber to be Douglas Flt#2 or better The American Institute of Architects Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Wind Limitations-Section R301.2A to ell work performed on this project. I SHEATHING LOCATION STUD SPACING JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria-Section 8301 2.1.1 (See Table 8301.2.1,2 for Wind-Rom2 The Contractor shall verify all conditions at the site.! Any (SEE NOTE U (INCHES, O.C.) OR PANEL SIDING FOR 8d COMMON NAILS ee Debris Protection discrepancies must be brought to the attention of the Engineer (SEE NOTE 3) (INCHES, O.C.) Fastening Schedule For Wood Structural Panels) prior to commencement of construction. The Contractor shall be E 6 (BEE NOTE 3) ROOF FRAMING Dead Load-Section R301.3 responsible for correctlone not reported once he has farted work 4' PERIMETER EDGE ZONE 16 Live Load-Section R301 4 0 RAFTER TO TOP PLATE (TOE-NAILED) 4-Bd PER RAFTER Light and Ventilation-Section R303 except for hidden Job conditions. i F 6 (SEE NOTE 3) Minimum Room Areae-Sectlon R304 3. Contractor shall guarantee to the Owner that all materials and E 6 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-Ed PER JOIST Ceiling Height-Section R305 equipment incorporated In the work will be new,and Illat all work INTERIOR ZONE I6 will be of good quality,free from faults end defects fora period 6aritttt ath and Shower 8308 F 12 (SEE NOTE 2) CEILING JOIST TO PARALLEL RAFTER (PAGE-NAILED) 9-16d EACH LAP Toilet Bath and Shower Spaces-Section 8307 of one year ser the ldate not bof e floes Certificate of Oct�upency. Glazing-Section 8308 4.meths Engineer shall not be Peso r pro for the Por fol(the s means, E 4 !SEE NOTE 41 CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAILED) 9-I6d EACH LAP Garages and Carports-Section R309 precautions techniques,sequencesorprocedures,or tc'lha safety GABLE ENDWALL RAKE AND RAKE TRUSS COLLAR TIE t0 RAFTER (PAGE-NAILED) 6-Bd PER 71E Emergency Escape and Rescue Openings-Section R310 precautlone and programs In connection with the work, and he F Exits-Sectlon R311 shall not be responsible for the contractors failure totry out BLOCKING TO RAFTER (TOE-NAILED) 2-Sri EACH END Landings-Section R312 the work In accordance with the conelrudlon docume11IS. The E • NAIL SPACING AT PANEL EDGER (IN.) B Engineer shall not he responsible for the seta or omissions by F . NAIL SPACING A7 INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Ramps-Section 8313 the contractor No changes shall be made in the documents RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END Stairways-Section R315 and/or the building as designed without the expraeeedlwirtten L FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Handra-Sectio R 8315 SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. WALL FRAMING consent Ortho Engineer. o, Guards-Section 8316 Smoke Alanne-Section R317 In The contractorcoverage all subcontractors shall maintain continuous TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d (SEE NOTE U PER FOOT Insurance coverage including statutory policies Work r 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING •, Foam Plastic-Section 8318 ( Compensation, etc.)and general liability In an mount Hot Simpson Stron -Tie TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EACH SIDE Flame Spread and Smoke-Section R319 less that$5 million and autumobil011ablli and dame MEMBERS WITH G70.49. FOR FRAMING MEMBERS WITH 0.4TLGi0.49, THE NAIL SPACINGS SHALL BE - •o p g Insulation-Section R320 ty g REDUCED TO 6 INCHES O.C. MTS30 OR MTSI2 STUD TO STUD (FACE-NAILED) 2-I6d 24" O.C. Dwelling Unit Separation-Section R321 coverage not less than 62 Ill The Engineer shall�e e e named insured on any and all policies. Moisture Vapor st Decare-Seclion 8322 3. TABULATED 6 INCH O,G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING AT EACH ROOF RAFTER HEADER TO HEADER !FACS-NAILED) I6d 16" O.G. ALONG EDGES Protection Against Demites- ecti 8323 in Provide at aluminum telmlts shields war fibrous USE 8-I6d NAILS AT Protection Against Termites-Section 8324 insulation el ell perimeter sills. 'L' MEMBERS WITH 670.49. FOR FRAMING MEMBERS WITH 0.42Kat0.49, THE NAIL SPACINGS SHALL BE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Site Address-Section R325 7.All woad In Pentad with concrete or masonry to he yvalmanlzed REDUCED TO 4 INCHES O.C. EACH END Accessibility-Section R326 or pressure creosoted 11! o 3-I6d PER 2x6 STUD Flood Resistant Construction-Section R327 B.A single station smoke detector alarm device Shut lipinstailled 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING m In each boom=.on all floors and shall be all Interco elected per code. MEMBERS WITH G70.49. FOR FRAMING MEMBERS WITH 0.42TG20.49, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER w 4-I6d PER 2xa STUD 9. All bathrooms without operable windows le be me gnically ventilated e Foundations-ChapterREDUCED TO 3 INCHES O.G. BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, ENDJO15T OR BLOCKING (FACE-NAILED) 2-I6d (BEE NOTE 1,2J PER FOOT Design based upon presumptive load bearing values of sandy gravel and gravel at 3000 pounds as per Now York Slate Code. CONNECTION 10.Heating -t m designed provide F.degrees F.�� til outdoor per square fool. Contractor to consult Engineer If different soil materials are found upon excovatlon, designed air-temperature of 0 degrees F. and 16 MP ,wind. FLOOR FRAMING or test hole,for alternative footing and foundation wall design. 11.AB electrical work to be In accordance to the rulednil JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-ad PER JOIST regulatfons of the MY B.F.0 and a N Y B F.0 card fl �e It Simpson strong-Tie Foundation Notes: to be presented to the Owner at the Completion of IN plia MTSI2 - 1(p° O.C. BRIDGING TO JOIST (TOE-NAILED) 2-56 EACH END '%"Anchor Bolts(SETS 28)Sea chart on this sheet for spacing 12 PlumbingInstallation to cam 8"poured concrete foundation wall,8'0"high, 3000#test ply with Slate and Lo :1 codes USE 4-8d NAILS and the sewage disposal system BLOCKING TO JOIST (TOE-NAILED) 2-5d EACH END B p B Minimum depth-Section 403.1.4,48"minimum coverage to to of footing to meet He6hh Dep merit standards 13 Do not scale drawings. Use,_dlmensione o AT EACH STUD 16"x 8"poured concrete wall footings,3000#lest 14 All work to conform to the rules and regulations all the New York BLOCKING TO BILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK 2-1 u e 11 7/8" to near s ab with (5113%"x 11 718"Power Seam) Energy Conservation Construction Code. All glazed a�'ea to 6e double 4"poured concrete Hoer slab with on bel g mesh and vapor harrier I w LEDGER STRIP TO BEAM !FACE-NAILED) 3-I6d EACH JOIST Damp proofing at extenorfoundatlon below grade R406 Blazed and all exterior doors to have Insulated cores., u 15.The Insulation protection as Indicated on these plthI exceeds 30"x 30" x 12"deep poured concrete column footings, 3000#test w J015T ON LEDGER TO BEAM )TOE-NAILED) 3-ed PER JOIST the Code's minimum standards. ' Deck and porch footings as noted,3000#test,46"minimum burled depth 11 w 16.Thema drinvings pro ands(the Engineer are het er a sof service and L Foundation well to extend a minimum of e"above finished grade I j BAND JOIST TO JOIST (END-NAILED) 3-I6d PER JOIST shall remain the property otitis Engineer whether thee: eject far - o All footings to 11 carried down to undisturbed soil � 0 L T BAND JOIST TO 61LL OR TOP PLATE (TOE-NAILED) 2-I6d SEE NOTE U PER FOOT No looting shall ha set higher than 30 degree angle from any other footing which they are meds Is executed or not. They may a he used Pour no concrete on frozen ground or in freezing weather on any other project except a written a for Sit tionsup r he Engineer. ' ROOF SHEATHING Provide 3'/e"steel tally columns 17 The engineer has not been retained far aIle super )Plan,on-61te i W Backfill shall not be placed against the wall until the wall has sufficient strength and has been Inspections and cenlflcatlons as-required or requests by the owner, STRUCTURAL PANELS ad (BEE TABLE 3.0) anchored to the floor above,or has been sufficiently braced to prevent damage contractor or local building department 1 s by the heckell(Section 8404.1,7) UPLIFT'-CONTINUOUS PATH CONNECTORS 1 DIAGONAL BOARD SHEATHING s• I"xb" OR "xa" z-ad PER SUPPORT Floors-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS a Floor framing shall be nailed In accordance with Table 3 1 WFCM HIGH WIND EDITION u Draftelo In S FOLLOW PRODUCT SELECTION GUIDE AND I"xl0" OR WIDER 3-ed PER SUPPORT pp g- edion 8502 12 0 ,INSTALLATION MANUAL FOR HIGH WIND RE$ISTJIN T g e Flrablacking-Sedlon 850213 CONSTRUCTION CATALOG C-HWD2 TIN ' CEILING SHEATHING 111��, Floor Construction. •s GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD /"OSB plywood suhfloor,fasten per Table 3 1 WFCM ANCHOR BOLTS IN FOUNDATION USE: LTP4 - 6" O.0 BSTB28 WITH BEARING PLATE,SEE FOUNDATION) 0 WALL SHEATHING Floors parTee Foundation and Floor Piens, spacingas noted 'T AT EXTERIOR • r� Fasten per Table 3.1 WFCM NO F�FOR SPACING PERIMITER AND Simpson Strong-Tie s 2-2x6 CCA sill with termite shield and sill seal p g (� STRUCTURAL PANELS ad (SEE TABLE 3.91 SILL PLATE O.C. RIM JOIST USE: GARAGE/HOUSE ea- Finish floors per agreement LTP416" .AT EXTERIOR PERIMETER MSTA36 - 16" O.C. FIREBOARD PANELS AND GARAGE/HOUSE COMMON WALL 1'' COMMON WALL I USE 4-8d NAILS -' Wa1l Constructlan-WFCM Prescrlladve Melhod F X USE 4 Ed NAILS ATE USE 4-136 NAILS via" Well 31 and finishing shall be nailed and or screwed In accordance with EACH ENDAT EACH STUD Q 16 6d 3" EDGE / 6' FIELD 9 g I AT EACH END Table Pine WFCM GARAGE STUD TO GARAGE SILL PLATE USE: i _ 25/32" ed 3" EDGE / 6" FIELD 1x6 Pine fascia,wrap W 00 rro SSP CONNECTOR AT i6"O.0 Overhangs as noted GYPSUM WALLBOARD 5d COOLERS T" EDGE / 10' FIELD USE 4 Bd NAILS AT EACH END SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS Vino _ Mail varied soffits r^ Aluminum gutters and leaders HARDBOARD ad (SEE TABLE 3.9) RIM JOIST TO STUD CONNECTION USE d) N Slding:See Elevations RIM JOIST TO STUD CONNECTION m T vek housewra MTS B 16" I S /s��((�� PARTICLEBOARD PANELS ad (SEE TABLE 3,9) Y P USE 4 ed NAILS AT EACH END �yj 3T Rr tit %"088 sheathing,see flattening schedule,Table 3 1 WFCM DIAGONAL BOARD SHEATHING 2x4 Studs @ 16"o c,with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE R 2-ad PER SUPPORT /V xb OR WIDER 3-Bd PER SUPPORT %IB MR EWE i d ow garage each sleeping room shall com( I) with the 91t requirements of section,R310 META 36, 16"O.0 1/2" SPACING BLOCKING AT ~ Z Gypsum USE 4 ed NAILS AT EACH END Ali I'xl0' FOR CANTILEVER CONDITION USE MT512, 1fi"O.I� p g (ly ls USE 4 8d NAILS AT EACH END ALLOWS O 24' O,C, ALLOWS dii Nate ddllln and notchinglimitations in figure 8602.6 1 for bearing walls i I n FLOOR SHEATHING and figure 8602 6(2)for mon-bearing walla I HOLDDOWN HOLDDOWN W O Q RAFTER TO STUD CONNECTION USE' STRUCTURAL PANELS Follow exterior corner framing detail figure 8602.10.5 MTS 12, EACH ROOF RAFTER III' INSTALLATION SIDEWALL INSTALLATION I" OR LESS ad 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method USE 81Ed NAILS AT EACH END U_ Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) RAFTER 70 RIDGE TO RAFTER CONNECTION USI Simpson Strong-Tie > GREATER THAN I" too 6" EDGE / 6" FIELD Undedaymenl application (Section R905 2 7) �I ENDWALL c CS20 USE OO NAILS IN EACH END For roof elopes of two(2)unite vertical in twelve(12)units horizontal (17-percent dope), MT$ 2 Lu AT EACH ROOF RAFTER 'I DIAGONAL BOARD 914EATNING up to four(4)unite venical In twelve(12)units horizontal (33-percent slope),undadeyment I AT EACH STUD HOLDDOWN o shall be two(2)layers applied In the following manner Apply a 19-Inch(483 mmDECK POST TO CONCRETE CONNECTION USE )strip of (PHDo S) o `k6" OR "x B" 2-Bd PER SUPPORT CORNER STUD I ' untledg at th felt parallels with and starting at the eaves,fastened rlaym sndyve hold In place pBS44A FOR EACH POST-USE 14-I6d NAILS CONNECTEDy4R0 I"xl0° OR WIDER 3-aa PER SUPPORT Starting at the save, epplly 38-Inch-wide(914 mm)sheets of underlayment,overlapping 1 i o E ' successive Sheets 10 Inches(463 Ill and fastened sufficiently to hold In place. DECK POST TO GIRDER CONNECTION USE' ^ , TRANSFER So QF NE1. Gy For roof slopes of four(4) units vertical In twelve(12)units NAIL COMMON •t�G y T NAILING RE*HER HEA CA BASED ON WALL SHEATHING NAILED 6"STRUCTURAL E THE PANEL EDGE. IF WALL SHEATHING le NAILED E TORS,ON-CENTER AT THE PANEL EDGE PC44 FOR EACH POST i o o HOLDDOWN NAILS AT 0" O.C. TO OBTAIN HIGHER MAINTAIN GAPALOAe NAILING REQUIRE"iEhT3 FOR eTRULTURAL nEriBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, aJLH AS SHEAR PLATES, i Ice Protection(8ec8on R,905.2 7 1)SHALL BE uSED TD nawrmN THE LOAD PArH, MTSI2 TD DECK JOIST CONNECTION USE:Undedayment In High wind(Sedlon R 905 2 7 2) MTSI2®EACH JOIST 3 WHEN WALL SHEATHING 19 rONTINl10116 OVER CONNECTED MEMBERS, THE TABaLAi'ED NOMBER OF NAILS 5HALL BE PERMITTED TO BE REDIILED TO -I6d NAIL PER FOOT. F a6ning( andFi R 905 pac,Z.6) I',', CORNER STDD r CC WChimney's and Flrespaces-Chapter 10 -2-I6d COMMCONNECTED TO trimwEner Elficien Che ter 11,see attached re art GIRDER TO DECK JOIST CONNECTION USE' o o Z ZBy �` P p MT512 @EACH JOIST � NAILS AT 6° TRANSFER SHEAR N � Mechanical-Chapter 12 FO 07 3 General Mechanical Systema-Chapter 13 PORCH POST TO DECK USE: 10 S b� (TABLE 3.2AWFCM HIGH WIND EDITION) Heating and Cooling Equlpapter 1 ens-Chapter 14 Op NP Exhaust Systems-Chapter 15 2-AC4 -USE 14-)fid NAILS E$$IO SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL t SHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE:2-AC4 Combustion Air-Chapter 17 USE 14-16d NAILS JEFFREY T. BUTLER, P.E. FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter 18 ANCHOR BOLT CONNECTION Plumbing-PartVll SUPPORTING EDGE NAIL SPACING (IN.) (I/2° ANCHOR BOLTS) 13/4" MINIMUM PORCH ROOF RAFTER TO GIRDER USE: FL,j100R TO FLOOR CONNECTIONS- SILLMTS 12 AT EACH ROOF RAFTER II STORY 46 EDGE DISTANCE HOLD DOIWN BRACKETS AT SHEAR WALL CORNERS PLATE C FOUNDATION L CANTILEVER CONDITION ' (CRAWL SPACE OR BASEMENT) 2 STORIES ALL Z' I� BP t � M 3 STORIES IS AND WINDOW AND DOOR OPENINGS d) WALL BOTTOM PLATE TO FOUNDATION 3 19 /1I ' LU (SLAB-ON-GRADE) -2 STORIES 6 36 `tt,2FCM FIGURE 3.1a 4 4.1b) z Q u Simpson Strong-Tle W � NOTE MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMI-SON, SEE DETAIL U210 2X6 = Q O 4 4 AT EACH RAFTER '^ Q i, 4.10d x 1 1/2" VJ Simpson Strong-Tle Is d ' I d) (TABLE 3,9 WFCM HIGH WIND EDITION) AC4 - " ISI NOTE: J r(1 AT EACH POST ATTACH LEDGER TO FRAMING MEMBER WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS RIDGE TENSION STRAP (120 MPH 3-SECOND GUST - 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1,3D SEE PLAN A III WITH 2-1/2" X 5" LAG (BOLTS AT I6" GB2o USE a-ad NAILS ON CENTER IN EACH END AT H Q IN STRUCTURAL SHEATHING MAXIMUM NAIL SPACING EACH ROOF RAFTER SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS ' �I'I�' UJ (SEE NOTE U (INCHES, O.G.) o z o (BEE NOTE W (INCHES, O.C.) d44 Q Q p E a 1 , Simpson Strong-The Q _ " 4' EDGE ZONE 16 •V • 'III U210 2X6 �• F 12 (SEE NOTE 2J Q n_ ' AT EACH CEILING JOIST - 1 INTERIOR ZONE I6 4-I0d x 1 1/2" RAFTER F 2 d E `- NAIL SPACING AT PANS EDGES (INJ 1 F • NAIL &RASING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD rINJ 2" MINIMUM 4 4I Simpson Sarong-Tie FOR WALL SHEATHING 01i G FE_1 OF THE C9RNER5, T:IE G FOO- EDGE ZONE OTACHMENT 2" MINI VER U210 2X6 REQx REr1ENMS SPA'-L BE USED. 5:} • I''li AT EACH DECK/PORCH JOIST :11IDGEBEAM PAGE :Simpson 5trong-Tie / 4-I0x I/2" Z TABULATED '; INC" O.C: NAIL &PAGING ASS.IMES SHEATHING ATTACUFD TO STUD FRAMING F-5544BS44 d Sim eon StroO TIB AT EACH POST FOOTING r' g- BE^REDRC Ali 620.49. FOR 4.cAM'NG MEMBERS 'INCH O.G2�Gfq.G?. THE IgA1_ SPACINGS 51-AL- I ^ O� w BE RExcED -q 6 •NG-IES o.c_ ssre2e WIT BP II TYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL 1 1 3- FOR EXTERIOR PANE. S'DNG GALVAN.yD BOX NA_S B.+AU BE P�-EERTO BE SUBSTITUTED PORCH COLUMN CONNECTIONS ANCHOR BOLT DETAIL �II LEDGER CONNECTIONS FOR COMMON NAILS- I