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HomeMy WebLinkAbout30556-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31239 Date: 10/25/05 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: HEDGE ST FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 10 Block 7 Lot 12 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6, 2004 pursuant to which Building Permit No. 30556-Z dated AUGUST 10, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA 45274 DATED 3/12/03 . The certificate is issued to W L LYONS BROWN III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2040972 07/28/05 PLUMBERS CERTIFICATION DATED 07/23/05 EMERY NEMESKY hor' ed S gnature /41 Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY �' C s ��G \ 9 205 A. This application must be filled in by typewriter OR ink and subm'' tbed o the bui.lddhg inspector with the following: for new building or new use. 1. Final survey of property with accurate location of all buildi gs progr,t' nes, streets, and unusual natural or topographic features. SON 2. Final Approval from Health Dept. of water supply and sewerage- sposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements , jj B. For existing buildings (prior to April 9, 1957) non-conforming uses,, or 6kild4ngs-an2Y 1 + "pre-existing" land uses: j 1. Accurate survey of property showing all property lines, streets, d'+ildiALGa4d9 29 unusual natural or topographic features. f y� + i 2. A properly completed application and a consent to inspect signed by Eke-app'l If a Certificate of Occupancy is denied, the Building Inspector + all -a .e. the' J 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 - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 AUGUST 9, 2005 Date . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . . . . Old Or Pre-existing Building. . . X . . . . . . . . . . . . Location of Property. , HEDGE STREET . _FISHERS. ASLAND. . . . . . . . . . . House No. Street Hamlet Onwer or Owners of Property. . .W LYONS BROWN III. AND SUZANNE S BROWN . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. , 010 . . . . .Block. . . . . . . . . . . . . . .Lot. . . .l?. . . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . 30556 8/10/04 H P BROOM-HOUSEWRIGHT INC Permit No. . . . . . . . . . . . . . . .Date Of Permit. . . . . . . . . . . . . . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . PERMIT NOT NEEDED ATTACHED Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . N/A . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . X. . . . . . . Fee Submitted: $!.Z.S.00 .( 7331?. . . . ' ,CVR H_ R i3.evow, - /lo✓s,t�waisr•--r; .�.vc.. . � . . . . . . C 0 3 fa I APPLICAN 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. 30556 Z Date AUGUST 10 , 2004 Permission is hereby granted to: W L LYONS BROWN III HEDGE STREET FISHERS IS,NY for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DEC #5274 at premises located at HEDGE ST FISHERS ISLAND County Tax Map No. 473889 Section 010 Block 0007 Lot No. 012 pursuant to application dated JULY 6, 2004 and approved by the Building Inspector to expire on FEBRUARY 10, 2006 . Fee $ 305 . 10 Ai -Q U. - Authorized Signature ORIGINAL Rev. 5/8/02 ars�� �nrrn �srrs�s�nnrtrn��n���nrr�nrnc r��rr �n�n�nrr�n��n�n�n�ns�n 1103 o IN 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 ZELEK ELECTRIC LYONS BROWN 11 OAK STREET HEDGE LANE 5 LYME, CT 06371, FISHERS ISLAND, NY 06390 5 5 55 5 Located at HEDGE LANE FISHERS ISLAND, NY 06390 5 r� 5 Application Number: 2040972 Certificate Number: 2040972 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 Described as a Residential 600- occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor,Third Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of July,2005. 5 5 Name QTY Rate Rging Circuit Tye 5 Appliances and Accessories 5 Dish Washer 1 0 1.2 KW Wiring and Devices 5 Receptacle 48 0 General Purpose 5 Switch 28 0 General Purpose 5 5 5 Fixture 28 0 Incandescent 5 Receptacle 7 0 GFCI S 5 5 5 5 5 seal 5 5 1 of I 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 S v s90TJo TEL. 765-1802 �o5�EF0U(�0/L TOWN OF SOUTSOID OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date SON, 2a O k�' Building Permit No. Owner Lj(QLq� iSQ(ocsjj (please print) Plumber TM(-7r�1 / (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (p umber' si nature) Sworn to before me this o?3 day of uta- / tary Public Notary Public, LL/ ounty ROSLMARYF.PALUMMO AWART M&LIC MVCgWMwwvffZWA01.2W � nr� APPEALS BOARD MEMBERS Southold Town Hall Lydia A.Tortora,Chairwoman 3 53095 Main Road Gerard P.Goehriuger al P.O.Box 1179 George Homing - �O Southold,New York 11971-0959 Ruth D.Olival O�' ZrBA Fax(631)765-9064 Vincent Orlando T Telephone(631)765-1809 i hltp:/Aoutholdtown.north£ork.net BOARD OF APPEALS RECEIVED ��4a TOWN OF SOLTMOLD a:.tOipm j FINDINGS;DELIBERATIONS AND DETERMINATION APR 4 2003 MEETING OF MARCH 12,2003 Appl. No.5274 -Lyons Brown III '%�Soal'h0 dCAO Property Location: Hedge St.,Fishers Island; Parcel 1000-10-7-12. SEQRA DETERMINATION:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's .48-acre parcel is located on the northwesterly side of Hedge Street on Fishers Island. The property is improved with an existing dwelling and accessory garage,and has frontage along West Harbor. BASIS OF APPLICATION: Building Department's November 7, 2002 Notice of Disapproval, citing Section 100-239 and 100.244B, in its denial of a building permit to construct additions and alterations that do not meet the minimum rear yard setback of 50 feet and do not meet the minimum 75 ft. setback from the bulkhead. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on February 20, 2003, which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a screened porch extension which will connected to an existing screened porch, a proposed sunroom, and open deck additions at the northerly side of the existing dwelling. The new porch addition is proposed at 38.7 feet from the rear lot line and 39 ft. landward of the concrete retaining wall. The deck will be truncated at 45.7 ft. from the rear lot line. (For additional details, please see construction drawings dated 6/18/02 and site plan revised2/21/03 prepared by CME/CPK Design.) REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. The granting of these variances will not produce an undesirable change in the character of the neighborhood, or be a detriment to nearby properties, because the pre- existing, nonconforming rear yard and bulkhead setbacks on this property will not be changed.. The construction will not disturb the rear yard area Immediately adjacent to i it Page 2-March 12,2003 Appl.No,5274-L Brown III 10.7.12 at Fiahm Island j the bulkhead. There were no objections from neighbors of this applicant,. to the proposedproject. 2. The benefit sought by the applicant cannot be achieved by some other method, feasible for the applicant to pursue, other than an area variance. The property has pre- i existing, non-conforming rear yard and bulkhead setbacks. i 3. The requested variances are:not substantial because there will be no reduction in the pre-existing,nonconforming rear yard and bulkhead setbacks. 4. The proposed variances will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood,or district. The applicant has revised the plans for an addition to this single family dwelling to insure that any expansion will not cause further encroachment into the pre-exisfing rear yard setback, or the setback from the concrete bulkhead on West Harbor. 'i 5. The difficulty for the applicant is not self-created, but the difficulty Is caused by the close proximity of this pre-existing, non-conforming structure to a concrete bulkhead situated on this waterfront property. The dwelling was built to take advantage of views overlooking West Harbor on Fishers Island. 6. The relief offered to this applicant is the minimum determined necessary for this applicant to,enjoy the benefit of additional new living space, while at the same time protecting and preserving the character of the neighborhood, as well as the health, safety,and welfare of the surrounding community. RESOLUTIONS OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-8, motion was offered by Member Goehringer,seconded by Chairwoman Tortora,and duly cabled,to GRANT the Variance as applied for and shown on the site plan revised2/21/03 prepared by CME/CPK Design. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, II . Page 3—Mwh 12,2003 ' Appl.No.5274-L.Brawn 1R 10-7-12 at Fishers Island i setbacks and other features as ate expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, and Orlando. (Member Oliva was absent due to illness, and also absent was Member cming of Fishers Island.) This Resolution was duly adopted(3-9). Lydia A.Torto ,Chairwoman—Approved for"'Filing 4/ J /03 I TOWN OF SOUTHOLD OiOMTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT 1 : LA FO ER OWN RE E ACREAGE Y ws Y6o � 6 6S S W TYPE OF BUILDING RES. SEAS.Lo VL. FARM COMM. IND. CB. MISC. —LAND IM?. TOTAL DATE REMARKS M urpl ,, .r 0 © 0 0L' fr o 0 i d S` 15' 8 3 / y. o 0i X010\ A 11 �w r g01n0 us s OD Ooo .� - l - 0 rus N /� - yJa / wa � r'lml ' tnt� 3 3� �l�-L / VI77- h/45 dr 0 kl/5 LDAM4yt # AGE BUI DING CON DIf I NEW NORMAL BELOW ABOVE _ Farm Acre Value Per Acre Value 7 a Tillable l Tillable 2 C t L,~.L4�1 tr Tillable 3 Woodland 1� Swampland DnwhlanL, House Plot Total U t� V� { Yr S � � r a ' i 5 { M. Bldg. 3 & _ & v Foundation B y r c !� Bath Ext%ension ment Floors T / � y Z� ' tau tl f} Ck Extension Xry > 3a NEN! 3 cc> oZ p} r walls u � Interior Finish FLC 94e Extension �P Fire Place Heat JU�7 f ose c a O U Porch Attic ph:j Porch Rooms 1st Floor Breezeway X r y p 4r / do Rooms 2nd Floor Garage /0'Y� 3 fi v riveway t ''s° ' T "� / r O. B. Albert J. Krupski,President ��OF souryo Town Hall James King,Vice-President O 53095 Route 25 Artie Foster .16 JL P.O. Box 1179 Ken Poliwoda '! T Southold, New York 11971-0959 CA Peggy A. Dickerson G • �O� Telephone(631) 765-1892 UzA' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0075C Date October 21, 2005 THIS CERTIFIES that the sunroom, screened porch, and deck At Hedge St. , Fishers Island Suffolk County Tax Map# 10-7-1z Conforms to the application for a Trustees Permit heretofore filed in this office Dated 11/18/03pursuant to which Trustees Permit# 5891 Dated 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 a sunroom, screened porch, and deck The certificate is issued to w.L. Lyons Brown III owner of the aforesaid property. Authorized Signature 10/24/2005 15:41 FAX 631 .788 7798 FITELEP:3-JM-s 2002 a FIELD INSPECTION REPORT DATE COMMENTS t13 7.W O- 0� FOUNDATION(IST) -- FOUNDATION(2ND) U � m ROUGH FRLAbMNG Bcto PLUMBING M r INSULATION PER N_Y. STATE ENERGY CODE - ADDITIO COMMENTS r—m s Qj r b_p _ O 2 - x Q001 10/24/2005 15:41 FAX 601 ,788 7798 FITELEPHONE Fiabsrs Island Ute►Co. Drxwer E Fistiers Island, NY 06390 631788 7251 Date To: r FAX#6&' Zj Fmw Fax 0 631788 7798 Subject Nu ber of pa8a indedie$this one -� H.P. BROOM - HOUSEWRIGHT, INC. AUG - 2@N P.O.BOX 70- 162 FERRY RD. HADLYME,CT 06439 (860)526-9836 FAX (860)526-2647 TO: Building Dept. , Town of Southold P.O. Box 1179, Town Hall, Southold, NY 11971 FROM: Anthony Broom DATE: 7/29/04 RE: Brown Permit App. REScheck ........................................................................ No. OF PAGES (INCLUDING THIS PAGE) 5 REPLY REQUESTED NO REPLY REQUESTED ........................................................................ MESSAGE RE: Brown Residence Fishers Island Building Permit App. REScheck To Whom it May Concern: Please note that the criteria used for the analysis of the Brown addition is found in Appendix A: Additions, of REScheck 3. 5 Release le for the New York State Energy Conservation Code. Of the three methods of analysis allowed the one used was the "prescriptive envelope" method for additions of less than 500 SgFt. Thus allowing us to meet or exceed the "Prescriptive Requirements for Additions and Replacement Windows" as delineated in Table 1 . We used the criteria for Climate Zone 9-12 . Should you have any questions please do not hesitate to give us a call . Encl : Compliance Options for Additions- Calculations Architectural Section Drawing labeled "RES" Dated 6/23/04 Copy of "Compliance Options for Additions" from REScheck appendix Transmittal from Ring' s End of Niantic giving U values H.P.Broom-Housewriaht. Inc. RES Check Compliance -BROWN RESIDENCE, FISHERS ISLAND, NY RES Check Version 3.5 release 1e Compliance Option for Addition: a Additions less than 500 SgFt of conditioned floor area may meet the prescriptive envelope requirements in Table 1. To use this table, the total area of windows, doors, and skylights cannot exceed 40%of the gross wall and roof area of the addition. Total Wall and Ceiling Area: Wall 13.5 FT+ 13.75 FT+ 13.5 Ft x 8 Ft = 135 SgFt Ceiling 13.5 FT x 13.75 FT = 186 SgFt Total 321 SgFt Window and Wall Area: Windows (2.3 Ft x 6Ft)x 4 = 55.2 SgFt Doors 11.2 Ft x 6.6 Ft = 74 SgFt Total 129 SgFt Compliance: 136 SgFt Window&Door Area =Window& DoorArea as a %of 40 % 321 SgFt Wall and Ceiling Area Total Wall and Ceiling Area - 2 � BROWN RESIDENCE - REScheck 7/22/04 AUG Compliance Options for Additions Additions less than 500 SgFt on conditioned floor area may meet the perscriptive envelope requirements in Table 1. To Use this table, the total area of windows, doors, and skylights cannot exceed 40 %of the gross wall and roof area of the addition. Total Gross Wall and Ceiling Area: Ceiling: 13.75 X 13.5 = 185.6 Walls: 8.5 X [13.5+ 13.5+ 13.751 = 326.4 512 SgFt 40% of 512 SgFt= 204.8 SgFt Areas of Windows and Doors: Windows: 4 X 2.76 X 6.5 = 71.76 Door: 12 X 6.8 = 81.6 153.4 SgFt = less than 40% See attached memo from David Lee at Ring's End Lumber, Niantic, giving U values of.36 for the French Door and .35 for the windows in a Marvin Storm Plus product. Since each of the U values is less than .4 the area-weighted average U value would be less than .4. ARCy/r F^ >k Srq o ��1 yOQr TF OF 14 Compliance Options for Additions Page 1 of 1 Compliance Options for Additions The addition (the newly conditioned floor space) complies with the code if it complies with all of the applicable code requirements. For example, requirements applicable to the addition of a new room would most likely include insulating the exterior walls, ceiling, and floor to the levels specified in the code; sealing all joints and penetrations; installing a vapor retarder in unventilated framed walls, floors, and ceilings; identifying installed insulation R-values and window U-factors; and insulating and sealing any ducts in unconditioned portions or exterior components (walls, ceilings, or floors) of the new space. There are three approaches by which an addition can comply with the code: • The addition as defined above meets all code requirements. This approach does not require that the original portion of the building meet code requirements. • If the building with the addition complies with the code, the addition will also comply, regardless of whether the addition complies alone. For example, a sunroom that does not comply with the code is added to a house. If the entire house (with the sunroom) complies, the addition also complies. • Additions less than 500 ft2 (46.5 m2) of conditioned floor area may meet the prescriptive envelope requirements in Tablet. To use this table, the total area of windows, doors, and skylights cannot exceed 40% of the gross wall and roof area of the addition. Table 1. Prescriptive Requirements for Additions and Replacement Window Maximum Minimum Minimum Minimum Minimum Minimum Minimum Climate Fenestration Ceiling Wall Floor Basement Slab Crawl Zone U-factor R-value R-value R-value wall perimeter space wall (a) (b) R-value lit-value R-value (d) and depth c 1-4 0.75 R-26 R-13 R-11 R-5 R-0 R-5 5-8 0.5 R-30 R-13 R-19 R-8 R-5 2 ft R-10 -� 9-12 0.4 R-38 R-18 R-21 R-10 ER3 ft R-19 13-15 0.35 R-49 R-21 R-21 R-11 ft R-20 16-19 0.35 R-49 R-21 R-21 R-19 R-18 O ft R-20 a. The area-weighted average U-factor for all windows, doors, and skylights in the addition must not exceed the fenestration U-factor requirement. b. Floors over outside air must meet ceiling R-value requirements. c. The slab R-value requirements are for unheated slabs. Add an additional R-2 for heated slabs. d. The crawl space wall R-value requirements are for walls of unventilated crawl spaces only, e. The maximum U-factor for replacement skylights is 0.5 in Zones 5-19. f. The area-weighted average solar heat gain coefficient (SHGC) of all windows, glazed doors, and skylights cannot exceed 0.4 in Zones 1-7. tiiT� �Tq'Yo 029A��y0@ lF OF N mk:(a),MSITStore:C:\Program%20Files\Check\REScheck\HTMLHelp\appendixa.chm::/comp... 7/16/04 r,. pTtii�, E 1' ih; T f• Fn�Yy��_,•� �� �'���C; � P.'.1 FAX COVER SHEET Ring's End of Niantic _ RING'S END LUMBER 28 Hope street P. O. Box 714 Niantic, CT 06357 1.860.739.5441 1.860.739.5822 (facsimile) Attention. 6LPTn" Company: Fax Number: From: DAVID LEE Office Location:! Niantic Date: rt I2?�0A- -Urgent --Urgent _Reply ASAP ____Please comment ____Please review ZFor your information Total pages, including cover sheet: Comments � n .tXi..+CJ..t.G^ C1�" �' Y �,�/?,(J"'•h rJ�..�ti:1�1 �E%"Jo �'f f?.*.�dd a`� f�it..1.. to 1Md4w� `�i ,1 ��� � a.�►�-e. a. . 1 AUG. 5.2004A. 2�.34,PMW GWK ARCHITECTS N0.585 P.2 rage 1 of 3 Appendix A:Additions More: i is an Addition? L&OMpli=e Options for Additions eplacement windows l� O saes When is an Addition? Additions,alteration,and Rpm to existing buildings must comply with coda mgmro meats wben the addition,albrado%or repair is within tba scope ofoe coda and would not othetwia s be prompted.An addition is any CMWon or itooreaae in the heigbti oomdidonad floor ane,or copditionod volume of a building. An ahemon is any contrmedou rtumation.or ehamge in the mecbanical syn =that involves an 69tsnsion,addition,or*bangs to the arrangement,type,or purpose of the original installation.A repair includes the raansmuchon or renewal of any part of an existing building for maintenance pu"Sm Additions include new conammon,such as a conditioned bedroom,sunspace,or enclosed porch added to an existing building.Additions also include edsting spaces converted from unconditioned or eumpt spaces to conditioned spaces. For example,a finished basement,an attic convatiod to a bedroom,and a carport converted to a den.are additions.An tmoonditioned garage converted to a bedroom is an addition,but the addition of an mcondltioned garage would not be considered within the scop*of the code,since the code applies to baasad or cooled(camditiioned)spaces.If a oonditianed Boor area is expanded,such as a room made larger by moving out a wall,only the newly conditioned space must and the code.A flat window added to it room does not icier m the conditioned space and thus is not an addition by this definition. However,replacement windows that aro not part of an addition must mat the ptmaiptive U-factor requirements given in Table 1. Compliance options for Additions f&:/jC_%WDMW3\TEMPM-hh457FAtm 3021/03 RU�r 5.2004• 2^35P GWK RRCHITECTS N0.5e5 P.3 Y..a.'l OI 9 a The addition(the newly conditioned floor spoor)cW41iies with the code if it complies with all of the applicable code requirements. For example,requiromcm applleable to the addition of a new room would most likely include insulating the exterior walls,ceding,and floor to the levels specified in the code;sealing all joiW3 and pmebations,installing a vapor retarder in unveatilsfrd flamed walls,floors, and ceilings;identifying installed insulation R-velum and window U-factors; and insulating and sealing any ducts in unconditioned portions or exterior components(walls,ceilings, or floors)of the new space. There arc three approa0hes by which an addition can comply with the code: The addition as defined above meets all code requb mws. Tins approach does not require that the original portion of the building meet code requirements, If the with the addition complies mpiie:with the code,the addition will also comply,regardless of whether the addition comphes alone.For example, a stmroom that does not comply with the code is added to a house.If the entire house(with the sunrocmn)complies,the addition also complies, Additions less than 500 flz(46.5 rnZ)of eonditionad floor was.may meet the prescriptive envelope requires in Tablet.To use this table,the total area of'windows,doors,and skylights cannot exceed 4M of the gross wall and roof area of the addition. Table 1.Prescriptive Requitemeats for Additions and Replacement Window um "nim ate vaestratlo Cetlioa sII or asement 51ab Crawl sp Zone -faetor -value •vahe -volas 11 erimeter sJl a) ) value alae valae(d) �pth 1-4 .75 -26 -13 -11 -8 .5 -30 -13 -19� ,-8 -5 2 ft -10 53 12 .4 -38 -18 -21 -10 -9-2ft -19 13-15 .35 11 -13 4 ft -20 16-19 .35 -49 -21 -2�- -19 -18 4 ft -20 11 L The ales-wd&W average U-factor for all wia©aws,110015,and skylights in the addition must not exceed the fenesaation U-factor regnirement. b.Floors over outside air must meet ceiling R value requirements. c. Tho slab 11-value rsquirmanft are for unheated slabs.Add an additional R 2 for heated slabs. d.The crawl space wall it-value requirements are for walls of unvcndh ted crawl spaces only. e This maximum U-factor for replacement skylights is 0.5 in Zones 5-19. E The area-weighted avorage solar hest gain coefficient(SHGC)of all windows,glazed doors, and skylights cannot coved 0.4 in Zones 1-7. fdeJ/C_\WDWWS\TElvPl bh457E1um 10/21/03 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS' BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health N R SOUTHOLD,NY 11971 3 sets ofBWWiug Plans ✓ TEL: 7654802 Survey ✓ PERMIT NO. ��, 7✓�/ Check ✓ Septic Farm ti N.Y.S.D.B.C. ✓ Tnrsteea ✓ Examined 20 D2( Contact: Approved 0-ho 20 014 Mail to: Disapproved a/c Phone: Building Inspector JUL _ 6 U04 APPLICATION FOR BUILDING PERMIT Date_ / 0 20 INSTRUCTIONS 7— 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-aver until a Certificate of Occupan< is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. HARRY P BROOM, JR H P BROOM HOUSEWRIGHT INC (S' applicant or name,if a ) P O BOX 70, HADLYME, CT 06439 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor,electrician,plumber or builder GENERAL CONTRACTOR Name of owner of premises SUZANNE & W L LYONS BROWN, III (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) HARRY P BROOM, JR, PRESIDENT Builders License No, 13061 HI Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: HEDGE STREET, FISHERS ISLAND, NY House Number Street Hamlet County Tax Map No. 1000 Section 010 Block 7 Lot 12 Subdivision Filed Map No. Lot (NamC) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE Nature of work(check which applicable):New Building Addition x alteration_-_x Repair RemovalDemolition Other Work ______ (Description) Estimated Cost 250,000 Fee /SO - # /2 RLI (to be paid on filing this application) If dwelling,number of dwelling units 1 Number of dwelling units on each If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. _,____.----------- Dimensions of existing structur-es,if any: Front 37 ' Rear 37 Depth_ 't 51 Height3 4 '-6" Number of Stories Dimensions of same structure with alterations or additions: Front 50 ' -6" Rear 50 '-6" Depth Height 34 '-6" Number of Stories. z Dimensions of entire new construction: Front 12 Rear. 12 Depth Height 13 OFF GRADE Number of Stories 1 �. Size of lot: Front 80-39 ' Rear 159 .01-' Depth 175.31 ' .0.Date of Purchase Name of Former Owner 1.Zone or use district in which premises are situated R-40 .2. Does proposed construction violate any zoning law, ordinance or regulation: NO i .3. Will lot be re-graded Will excess fill be removed from premises: ® NO NO SUZANNE & W L 2565 ATAMAR DRIVE .4.Names of Owner ofpremisesLYOR'• ,, III Address LAGUNA BEACH, CA Phone No.949-715-3833 Name of Architect KINLIN RUTHW-E'ORD ARCH Address NEW YORK, IVY 1 Phone No "b95-Z955 Name of Contractor.H P BROOM HOUSEfatIGH'P Address Phone No. 860-526-9836 _-�_ _.. 5. Is this property within 100 feet of a tidal wetland? *YES X NO a IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED PERMvr #5891 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. '.7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. >TATE OF Zjj6NoY6dM COtaUiMICUP SS: :OUNTY OFNEAI IADID4N HARRY P BROOM' JR, PRESSIDENr being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, :S)He is the COWItA "TM (Contractor,Agent,Corporate Officer, etc.) )f said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, hat all statements contained in this application are true to the best of his knowledge and belief, and that the work will be rerfonned in the manner set forth in the application filed therewith. iwom toSt�efore me this �dayof 20��1 � j - -� A& Nota,ry Public Si of Applicant rs� , �c„ �: C>4,�- - ... ._. ... ... . B---I- - M Applicant/ _ .> 2 Date. Owners Name:. ✓ Reviewed.- z Architect/ Date Engineer: Submitted: 1 SCTM #: District: I,000 Section: / O Block: Project Subdivision Location.- Name: Single& separate Required cerltfication: (Yes f No) P_ Req Req Coning 1>istricl: P_4 (Lot size: Actual: j .�w.y Rc . (l of coverage Req. Proposed � l �.( _ t (Front Pard F�—proposed:_ (Side Yard Cs Proposed:_e� 1 Req. Yard _ proposed Project Description: AGENC T R( IS ��UIRED FOR FvtEW �� NO YES u er Suffolk County Health-Dept. New YY orkState D wn Trust . To Town Planning Board approval: . . 1. Flood Plane Elevation??? Flood Zone: No CL FISHERS ISLAND SOUND ZONE X 0 JE IDI 50ENt AVE COASTAL BASE FLOOD ELEVATIONS m� "W", CF1EMINNOW, APPLY ONLY LANDWARD OF 0.0 NGVD ZONE X ZONE X � TONE AE� (EL 11) ZONE X ZONE X W w AVENU a Q OENTggL ZONE X Hawks Nest Point 17 ZONE AE FISHERS ISLAND (EL 10) U ZONE X AVE ZONE AE Fox ZONE AE (EL 11) (EL 10) ZONE X o a v� ry O m O AVE ,r0 P supe ZONE X ZONE x MADELINE ZONE X $ ZONE X p O CE"tgAL J x PE 02 ZONE �ra WEST HARBOR X gyp S AVE 7 a ZONE AE ` ZONE X ZONE (EL 11) WEST ST MO" XtA(/ Q K O" z RM 1 P ZONE X Joh g ZONE 5 ACA ZONE v Town of "E q x Southold " Amy Zc �e ZONE AE 360813 y9y P (EL 11) F AE Qs� 9 °2 ZONE X 1 pJy o Pv� v� ZONE a AE l � ?-P '�� P1Y 5 l t °r ct rvG nce O tions for Additions S REScheck Com fia i '�L" - Prescriptive Requirements for Additions and Replacement Window 10 w.rrt--e.N Exi5T-wc, Maximum Minimum IMinimurn IMinimum Minimum Climate Fenestration Ceiling Wall Floor Crawl Space - - Zone U-factor R-value R-value R-value wall R-value 11 0.4 I R-38 R-18 R-21 R-19 I j � �fZ - 2l .fnrSus,.ir�>�y I� ¢ V, � •. � PEp ARCH�r 0. k/Ag,FO 3'-6 . y 1 S'lq 029A -� ° TFOFN v A , r�Oii Q BROWN RESIDENCE H.P. Broom-Housewright Fishers Island, New York r.0 Box 70 Hadlyme,CT 06439 Date: 6/23/04 Scale: 1"=1'-0" Revisions I Drawn By: SJ TITLE: REScheck 1 7/22/04 REScheck Insul. Reg, added A.B. Insulation notations to supersede all others Drawing 31 161 9] Numaer RES N E m c LIMITS OF FLOOD ZONE PER •� r> m 'rn FIRM PANEL 19 OF 1026 y U w S3834'10'W MAY 4, 1998, 36103C0019G ❑y❑ qj t 35,96' •7 bA a a % S38'34'10"W EXISTING ROCK </,y> '.�r? TOPOBq�C.`4.OqFa"o�OeqFZq'y°FUgH�ti G,HqiCNOHS'qTf. DEED UE REVETMENT D.H. (FND.) N7846•00V LIMITS OF q 6x2 73' TIDAL WETLANDS ANDS 0ul_g Op O4 CS ba(PP� QaV�-yy�i iavc+ri 8 WEST HARBOR M. MAN-04' x 2.6 (FND. 6.2 x NZS HOLE V F n NIF sgNk a 0 THOMAS F. DOHERTY, JR. SCREENED ` DECK & PORCH rT, CAROLYN J. DOHERTY v w SINGLE FAMILY RESIDENCE \ ? MUNICIPAL WATER ON SITE SEPTIC SYSTEM <-< w,o S r i 1 �, '01s O rf `Ty+� 'i E?11AlNG fi,t� �e�ryvi �pOF' ,19 �4�s.i RB�It)E,NCO' �� � 39� Qi �• p0 pb 'X yi� 'F F � 1 N 2. Z 5b �b �i F4SV taky til Iq)IY 41�ti� ,{ Jif r 14'r, RESERVE � 1. 16 �T 5O 3r o- LEACHING f c^ 'r77,'T 1,i115 Z O �. POOL LOCATION ffS 164 o aPJ+T4,r�3L>fiAlilJ� ;sl Ar{'�i iL :9: W O f F.� m SS I 0 H. O� Li.1 Z A_/ (FEND.) w m N � O hi Sf .,I 1250 GAL. W 0 H-' Sof f w t+'LXf�^ Ux i un, o SEPTIC TANK s� \ N58'O6'00"E > a Z Z Lu C9 g BENCHMARK f �AFt a q;>, EXISTING TOP OF MERESTONE f E;<r,_.,,,... \ SEPTIC SYSTEM r 2,Bo' w o LQ O ELEVATION 20.08' f k "'S' \ ss \ u O < z � J EfMS. .a �` \V POOL B' LEACHING f uj r \ (FND.) sr� .J Fi Z N 2396.81 111 � \ APPRO%. 1- 1 SURVEY MAP PROPERTY TO BE CONVEYED TO W.L, LYONS BROWN III W 48414 \ / LOCATION 1 \ A D SUZANNE S, BROWN; HEDGE STREET; FISHERS ISLAND, NEW YORK; LL- EXISTING WATER J.1' C NDLER, PALMER & KING; NORWICH, CT.; DATE: DECEMBER 27, 1996; o� 5 GRAVEL \ SERVICE J.f \ SC E; 1"=20% SHEET 1 OF 1 \ PARKING 5S \ AREA \ ♦�5�,0�� /\ LIL IN N/F 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE W 40 .rJ RANDOLPH J. RYAN i INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR SINGLE FAMILY RESIDENCE / EXCEEDS THE SCOPE OF THE ENGAGEMENT. MUNICIPAL WATER / \ / .fJ ON SITE SEPTIC SYSTEM 2.) IT ISA VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, o Q Z \ f UNLESS ACTING UNDER THE DIRECTION OFFLI A LICENSED LAND SURVEYOR, a TO ALTER AN ITEM IN ANY WAY. � J O 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S w N�A LlJJs SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE N m ti f / PRODUCT OF THE LAND SURVEYOR. \ LE / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND > GEODETIC SURVEY TRIANGULATION STATION "PROS" W 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP LM 1000, SECTION 010, BLOCK 7, LOT 12 0 6.) TOTAL AREA = 0.483 ACRES, \ / pF N 7.) SITE IS LOCATED IN R-40 ZONE, 0 PD r 9 8.) APPLICANT: W.L. LYONS BROWN III & SUZANNE S. BROWN Q 3 f- HEDGE STREET a \ ( 1 v FISHERS ISLAND, NEW YORK Q a 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE C, :T w �. DISPOSAL SYSTEM. 0 o vi vi w 6;L d952x o P SS / 10.) BASE FOR LEVELS: NGVD 1929. NO w �' o \ z w QUALITY CONTROL CERTIFICATION W Y " z Y GROUP REVIEWED DATE \ a m o Ga 0 0 G C 0 W ¢ 1 D a PROJECT WWER f Q SURVEY DATE; 06/20/2005 � ENARONMENT. N/F NOW OR FORMERLY sc a CML sc .l=U aL SF SQUARE FEET SCALE: 1 ° — 20' GRAPHIC SCALE IN FEET .HREMR.& FILE F2580 SHEET: 1 OF 1 Q V � LIMITS OF FLOOD ZONE PER C7 F m E FIRM PANEL 19 OF 1026 qp U OF Vi MAY 4, 1998, 36103Co019G ,W S -B d? N Cvvp 0 S3034'10"W (� z p, 6o v 2,89' DEED LINE 0 a m 14 D.H. ro U o a (FID.) x N78 6-OOV0.1 °O B pm�1 6.2 5Z,Z3 BAC 4np „y� U PROPOSED OPEN DECK SOH y�07= WEST HARBOR OIO V w PROPOSED SCREENED PORCH M.S. 10 0 6.2 xx 2 6 nIn w 6pq \ MANHOLEr\ .I�` a 0 � fill PROPOSED N F ROOM \ � o ,� ?� a e t THOMAS F. DOHERTY JR. �\ \ of , ee W & CAROLYN J, DOHERTY °a SINGLE FAMILY RESIDENCE \'e s S MUNICIPAL WATER ��t �f o�� ON SITE SEPTIC SYSTEM S, o „ o lu� y` c v y,, �,ry� 1 StO GF, 1 F`FE E4.ENC8 } "y9 O RESERVE 0- LEACHING POOL LOCATION jS �' 15.4 x gofii z O SJ C PxS2c+ >- H.S / D0 m SS (FID. Z w m N � 2 O j zsD GAL. p O BENCHMARK SS E is G 0 SEPTIC TANK o w� N W n z ry S GARA \ EXISTING rJ \ N55-06.00"E w Q w g TOP OF MERESTONE a Z Z c� \ SEPTIC SYSTEM __ 2.80' c0 ELR'A^CN 20.08' Ss -n�¢ITnsn �,�. f-;.• '� _ G9 w wo S \ 6' % B' LEACHING z o f..T �,M.S. \ POOL//, /g�V// .f.f \ \ J N W N 2396.81 / \ APPRO%. f-r 1 SURVEY MAP PROPERTY TO BE CONVEYED TO W.L. LYONS BROWN III J N z L.IJ W 484.14 / LOCATION s - ) (n \\ / EXISTING WATER ,f' \ A D SUZANNE S, BROWN; HEDGE STREET; FISHERS ISLAND, NEW YORK; O / SERVICE 1,l C NDLER, PALMER & KING; NORWICH, CT.; DATE: DECEMBER 27, 1996; GRAVEL \ s \ SC E; 1"=20'; SHEET 1 OF 1 0- / \ PARKING / \ �l O \\ AREA O IL Cl4IES DN NIF ,ItNT BEF07-.THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE RANDOLPH J. RYAN ICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE t CERTIFICAVEOFOC"CUPAMGIYAOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR o SINGLE FAMILY RESIDENCE MUNICIPAL WATER SOLDER USED IN IQ',T`EXCEEDS THE SCOPE OF THE ENGAGEMENT, P EUS T SUPPL Y� /ST& . F(7) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, z P' \�� r ON SITE SEPTIC SYSTEM/ N o Af B # 3v „UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, Cli� 5 / r fJ / XCL t_! _„Q DF i;,. _ :- "TO ALTER AN ITEM IN ANY WAY. \ U " fl LD1 G D 'ARW71 o t lP l� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S _ w �n -rte SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE 'MT TO V ���� TNI PLUMBING -r PRODUCT OF THE LAND SURVEYOR. m EC V \ -r ALL PLUMBING WASTE - \ LE / &WATER LINES NEED 4,) COORDINATE DISTANCES ARE MEASURED FROM U,S, COAST AND > • R) 'CO '� 'IL'I ED TESTING BEFORE COVERING GEODETIC SURVEY TRIANGULATION STATION "PROS” w MIN 6 - ^ INC / 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP r ' IB �, RETAIN STORM WATER RUNOFF 1000, sEcnaN o10, BLOCK 7, LOT tz o Pa TRu T T 6,) TOTAL AREA = 0.48t ACRES. 9E PGE F F C.O. -ET PURSII AI`ITTOSECTION45-10C *LL CONSTRUCTION AL o qEQj IRS ENT OF HE DE OF OF THE TOWN CODE. 7.) SITE IS LOCATED IN R-40 ZONE. MEET THE REQUIREMENT LE CODES OF NEW YORK "AT . 0 NST UCT 0�1 RFN 8.) APPLICANT: W,L. LYONS BROWN III & SUZANNE S. BROWN \ HEDGE STREET 4 0 \ \ FISHERS ISLAND, NEW YORK � a q in \ 9,) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE \ DISPOSAL SYSTEM. CERTIFICATION OF 9 10.) BASE FOR LEVELS: NGVD 1929. NAILING & CONNECTIONE m REQUIRED. o U / ALL oQUALITY CONTROL CERTIFICATION NDERWRITERSCETIFICAIECOOCCUPANCY OR OF o N o caouP REQUIRED NEW YORK STATE $ TOWN CODES J c u/ PROJEU--WRV "c[R J \ �I / r' ` `V E 15 UNLAW� AS REQUIRED AND CONDITIONS OF ENV VIRONNENiPt U THOUTCER ATE ---L._ souTHoLDrow zRA OF OCCUPANCYsF SQUARE FEE 4 DATE: 10/01/2002 "°"° NOW OR FORMERLY SOTOWNPLAWNOBOARD SCALE: 1 " = 20• FILE F2514 _7/j''1'i�•� UIHOGOSMTHUTOWN.THUSTEES I SHEET: 1 OF 1 '�dw:scwnvwnWny%F�ovma,wrvrJM+,rusn-,•u•�avtlwv+.Yri.nrwwnf4n•n�,..w.new"vwafWWnuAYwa�rww�eiaiYrvrMM1�Yr�mVM� NNw,enu�nau.wrv.w•+mu+M4m'uti tlNFNMWiMYAnr,MrinNnJYAMf'�rC�w.�- �e�rrmlinV�mwnm. +mmn�ww�+^rr•.wy...� ^ CONNECTION I-IARDWARE CODE ANALYSIS Residence: Lyons Brown 111,Fishers Island Fnr Connection Herd,,.Schcllale s1.D....Dg S 3 [] All new work must comply with the official compilation of codes,Ades and regulations of the 2002 Residential Code of the State of New York []Other regulations may apply. T " [] Design criteria based on Minimum Design Loads for Building and Other Structures ASCE 7.(Section R ' IUT 301.2.1.1) U S.Patein 5,555,694 [] Seismic provisions not applicable:dwelling is located in seismic design category B(Section R 301 2.2) Is T o Typ7i1'.Nd R �R T' O ." OPTIONAL Inson R ' NAIL tl > } []All glass doors and windows are tempered meeting safety requirements at hazardous locations(Section R LOCATIONS 1 with Squt 317 1) Joist (HSUR similar) LS nwesme,s II moe,n-mns- [] All glass exterior doors and windows meet safely requirements for wind blown debris protection in hurricane prone regions by use of VuSafe storm protection panels. See attached. (Section R 6134) r []Provide smoke alarms per NFPA 72(Section R 317 1 Wall and ceiling finishes shall have a flames read classification of not SUL '�' .c. View - [] g p greater than 200(Section R 319.1) LS Top Vlew [] Insulation shall have a flame spread index not to exceed 25 with accompanying smoke developed index not to g� to.ecnoa exceed 450 in scoot dance with ASTME 84 (Section R 322.1) Moisture control in all framed walls,floors,and roof/ceilings a vapor retarder shall be installed on the warm in w as•_ -1[s ,y<9,:L, . "'y{tA,, winter side ofinsulafion.(Section R 322.1) Typical SUL Installation V, [] Provide pressure preservative heated wood In with Square Cut Joist accordance with AWPA in area subject[o decay(Section R (HSUL similar) 323.1) -- 11I T First Floor area of house 1SF Area of Porches(existing) 50202 Typical LS70 SE Installation Area of Existing space to be Renovated Aprox. 950 SF —.. Area of Additional Living Space 182 Sr Ates of Additional Porches 234 SF -- - Suffolk County Tax Map 1000, Section010, Blk 7, Lot 12 a h 7A Zone—R 40 .48 I-/-acres a , W BROWN RESIDENCE -Fishers Island r TABLE R3012(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - InslallaltHU lon GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Winter Ice Shleltl r-lootl LSTA and META r SNOW DESIGN Design underlay- flazards HUS410 require LOAD CATEGORY temp men' (pilot holes not shown (HU526,HU528, d ) and HHUS slmilor) HSUR Speed(mph) Wea[henng Frost line Termlle Decay tlepfh 45 12o B Severe 3G" Motlemte to Sllghtto 11R Ves N/a Heavy moderate TT �Ft 17K'r l7ii-, Fz 1. 1� A34 " I1 q *A35 N14 1CNA35 Mqq Connection Hardware Fastener Schedule HU214 Projection seat on IUT9 Face 8-10dxl 112 Joist 2-10dxl 112 most models for SUR19 or UUL19 Face 8-16d Jst 8-10dx1 112 1A maximum bearing and 2 section economy. IUT 14 Face 10-16d Jst 10-10dxl 1/2 fjr LS90 10-10d LSTA18 14-10d _ H1 Raft 6-8dxl 112 Pits 4-8d LTS18 Rog 12-10d Pst 12-10dxl 1/2 WINDOW SCHEDULE L. Brown III ❑3 435 HU7 Face 16-16d Jst 8-10dx11/2 Unit Qnty TYPE MFR SIZE/CALL#T!]72W2H ROUGH OPG. HEAD ]AMB REMARKS HHUS Face 1 DIMENSIONS A.F.F. DTL. HHUR410 9 Hot 20--1fid Jst B-16d IFI HSUR410 or HSUL410 Hdr 20-16d Jst 6-16d A 3 DH Marvin CUDH2834 2-i0 3/8 x 6-4 7/8 6 9/16 tem ered ibottom sash HU11 Face 30-1fid Jst 10-10dx1 1/2 B 1 DH Marvin CUDH2834 2W2H 2-10 3/8 x 6-4 7/8 16 9/16 tempered top & bottom sash HU412 Hdr 16-16d Jst 6-10d •n HU416 Hot 20-16d Jai 8-10d ,m HSUR414 or HSUL414 Hdr 26-16d Jst 8-1 Ed FZ+y ,•m^*" " x,.;`"� ARCH/TF A35 12-8dxl 1/2 ,r.• ® A35 ,ij"�tv2`�O. 10 (SOT DOOR SCHEDULE L. Brown III O Unit QntyTYPE LC ON MFR SIZE/ CAL L# LITE CUT DOOR ROUGH OPG. JAMB I \A � THK. DIMENSIONS DTL ¢ LYONS BRD vY H � � A 2 0>00Marvin CSFD12068 2W4H 12-07/8x6-101/2 4 9/16 STATE lam'- F1.rn`ar- , Ro _ Gx,t.,�=RAx 7,,,F,�F,�.,-..,.✓ B 1 OXXO Marvin CSFD12068 2W41-1 12-07/8x6-10112 awtwr0r mmaee su•mt::mmv++u+Hrew+mxv+"nnmax .•.a� C 1 XO Marvin CSFDO068 3W4H 8-1 5/8 x 6101/2 4 9/16 ..._....... I LEt IM -- 1 T ---- - __ .._ _f ----- - - - -- 3lei ®RM ............. LA J' NCyN PRC K w 9 sr PEof LYONS 13L) C)Wf\l � --- I cr t !r'i nwc• --I, pn rrFD SorJo TU'hrS - - - - ri' �EIfiw CPI:CE�— — � .—• KI ^i 4 STATE Of LYONS Bp_ov / tfC rL�v� 8(/2 /orr 8l �10� I I I I ' ti2" �7ook� • NEW SUp1MG pp � 1 uP DN e� - o - 1=/O/ � POUv�fl PhNrRY UP 13�`1 �� •y�' _ P-II OVE 2- (03/8 1(IPC.1'1'E_IV Nc-VV 1{ITC.I-}F_I�J INDayy SFAT W/S702P,c.-E II GlgsS �+PPFAL 13ElAW 2'/0 T'AP�IL \1 fbU FFET- r I ,aen�:�<s SELIJW 0 WRSH NEW E>«ST1N G DcY $HCV./fl pp 2cMoV� mot'-1 E'D pFCHITFc K11 U c ^ O 0. 029a� STATE OF N � 1�' ST F�Oo12 i�L/�N �PRraas�:_u� L,Y© NS -BROWN � E /k ' 1 / RE.,,,o., ,. .. ,E E - U P-E�V- S/2z.�oy ZG� A-N t> WIF'F irR Sl+ l�lb �"`MIN• - - -- AS PHftLY sHIfV,FriL�$ - -- RRFn-rzS New cc- G ,JOt s" 5 N V FOurU 10 Vo - � _� 2- o �'vSl7C.la-T-1 oN 5�>✓ �Y\) U1 rv� c-�l„�t� D�.t�-vv I '��crS 3 Fol cr�rUSrrL-L,cr't� csrU �G-C-�1L-_s � �A-v� PLOP \/F-NTINcr GIVG� CS'�� L7 �'$-- CRInJ I� - FEIOW FQOSt- 1 yVCc- RE1D c,EDPSR- Sk+lNc,t,E � _ -" O _ S I:lir�Cr- i ;o nnR'c'c-H Ex�Sr�r.�o- _ ALI♦:Ci YU LB/OLD Pl7P CF{ %" 54-4E�EV-�P17C.� A+ b netw ADU• WooD- r-U�P- Yo MKtc-N 'Fr lisr�r.>cs I_—J 3�4° pLV GLVE NNt> NAAL. To 5rS 'EX\STS N Cr I-40U S C- �2,x I O'' FL.O(7GL �G15TS. _ 1 ° PRr�,Sue.E 7-mFp -ED ZXS 51L-L D" WlY lel A. Hook hNc*{Or 96 L.T5 �Ml rJ, 7 f 4'1/� �v*o u�nG. SFAcF_l� Y'-od,c. MA-X -r-Z` M.§n t=�.o� GoP_NE.�S bMP PiocrlVU I� ` Y /�T I6„ OG VL-'2-r i.�. I ,. ✓ S�Ac.r-_ pG 5.F HoziZ w/S�Aj3 'EjCPl4rJ 510 �`J 5�71'.�"('� 3 �r 3 " covC, SZ-Ae OA) 6 ML Po_U VAPU< Ci kP R t;-'i%. Z�'C'7-IO7'�1 OA EID ARCHITF P Q. O SOFT. SGACF` 1 " — I �o Q W Y o29"R�ya� _.o Yolt�S i 20WYJ 7 TEofSCALE' APPROVED BY: DRAWN BY DATE: REVISED T:�:aUrvL)/A�T10N fP? ANJ DRAWING/TN'UMBER I PROVIDE NEW PRESSURE GNCBi NEW ADDITION EXISTING HOUSE & ROOF TREATED 4x4 POST, 12" DIA. Glbble NDYden Champion Brown TO REMAIN CONCRETE PIER W/2-#5 VERT. Consulting Engineers, Inc. OFF_ 2 o'xz= -xi-2"-FOOTING 9 9 �t0. BELOW_GRADE, PHIS CORNER. — _ - _ - - ET NEW MIN. 2xB AT 16"oc / POST E OFFICE BOX 802 PRESSURE TREATED FLOOR DOUBLE GALVANIZED EXI —_--STING OL[b SAYB1700K AND GALVANIZED HANGERS. FRAMING CLIPS TO POST �LOOR JOIST�� EXISTING PORCH TYP. CONNECTICUT 06475 AND BEAMS TO REMAIN PHONE: 860 388 1224 `L e<•� � � FAX: 860 38$ 4613 GNCBENGINEEPS.COM NEW 3'-6" CELLAR / I DOOR �.p %i N W (3) P.T 2x6 MIN. _ 1a•st��"�yP� m ■ PAOFESS'O NEW 12" DIA. CONCRETE PIER W/2-#5 VERT. ON ? 2'-0"x2'-O"x12" FOOTING � a I NEW 5TUD SOLID TO 4'-0" BELOW GRADE. 3 (3) PLACES z a NEW 6"x6" BEAM POCKETS BELOW THIS AREA GROUT SOLID IN BASEMENT NEW ) P.T. 2x8 TYP _ NEW MIN. 2x8 AT 16"oc PRESSURE TREATED FLOOR x AND GALVANIZED HANGERS. TYP. a 3 r Z N Ti EMBED' TYP r----------------- — — � DN. NEW 2x10 AT 16"oc PROVIDE #5 T+B 01 FLOOR JOISTS I DOWEL TO EXISTING WALL DRILL AND ' EPDXY GROUT UP 2'-0"x1'-0" FOOTING. TYP I CRAWL SPACE I W/ 3" CONCRETE SLAB I °TYP I L------------------ -L-i - . L _� 11 -u NEW 8" POURED CONCRETE j (3,000 PSI COMPRESION STRENGTH) WALL & FOOTING (TO 4'-0" MIN. BELOW GRADE) - 3 SIDES NEW ADDITION BECK FRAMING AND FOUNDATION PLAN - - HEDGE ROAD FI, NY NEW ADDITION EXISTING USE HO TO REMAIN LYONS BROWN III - ' CONTRACTOR: H.P. BROOM, } HOUSEWAIGHT, HADLYME, CT CONSTRUCTION DECK FRAMING AND FOUNDATION PLAN PHASE DATE: 06/25/04 DRAWING NO. SCALE: 1/4" = 1'-0" PROJECT: 02113 SCALE: 1/4'=1'-0' DRAWN LAY; JJS M: \+PROJECTS\02113 Lyons Brown III — Skipp Broom\CAD\1 Curren t\02113—S1S2S3.dwg — 6/25/04 — 2: 00 PM CHECKED BY: JN GNCB NEW ADDITION EXISTING HOUSE & ROOF Gibble Norden Champion Blown TO REMAIN EXISTING CEILING JOISTS Consulting Engineers, Inc. AND RAFTERS TO REMAIN � I POST OFFICE BOX 80 -- — — — 130 ELM STREET 2 OLD SAYBROOK NO ROOF THIS AREA . ' CONNECTICUT 06475 PHONE: 860 388 1224 FAX: 860 388 4613 GNCBENGINEERS.COM NEW 3-1 3/4"x 11 1/4" NEW 3-1 3/4"x 11 1/4" NEI*• MICROLAM HEADER MICROLAM HEADER '' li ♦�'�� �9,}.• NEW OPENING NEW OPENING �P y NEy� (3) 2x6 YP. � • E6 (3) �— cn � NOTESADD 2" COX PLYWOOD SHEATHING, BOTH SIDES OF WALL FULL LENGTH NEW STUD SOLID \O cvI ° 1ST TO 2ND FLOOR FOR LATERAL BELOW THIS AREA STABILITY IN BASEMENT \ EXISTINGHEADER _ z TO REMAIN 31 z — zll' ANEW 2xe RAFTERS NIS — I AT 16"0c TYP MIN. 3- 2xe HEADER z EXISTING BEAM _ ABOVE TO REMAIN - —� Ip I NEW WALL POSTS pN, lM J2x6 CEILING JOIST/ 1 AT i 6' oc TYP �I w= of P h I 2-2x4 MIN. POST / N� �Iz N Q W > V' I: _ 0 / SII ° EXISTING HEADER IZ ;;ISO TO REMAIN 1 Im I / ZI ti 3 / z NEW NONBEARING -- PARTITION EDGE OF NEW ROOF NEW ADDITION ROOF FRAMING HEDGE ROAD FI, NY NEW ADDITION EXISTING HOUSE TO REMAN LYONS BROWN III CONTRACTOR: H.P. BROOM, HOUSEWRIGHT, HADLYME, CT CONSTRUCTION ROOF FRAMMING PLAN PHASE -- DATE:, 06/25/04 DRAWING NO. SCALE: 1/4" = 1 '-0" PROJECT: 02113 SCALE: 1/4'=1'-0' DRAWN BY: JJS SZ M; +PROJECTS 02113 L yons 8rown III — Sk Ip p Broom CAD 1 Current 02113—S"I S2S3.dw — 6 25 04 — 2: 00 PM CHECKED BY: JN GNCG GENERAL STRUCTURAL NOTES NAIUNG SCHEDULE DESIGN LIVE LOADS: i CONNECTION NAILING FLOOR(SNOW) 40PSF (GROUND) MOD TO SILL 00 GIRDER, TOE NAIL 23-8d CONNECTION HARDWARE SCHEDULE ROOF OD -JOIST M WALL PLATE Gibble Norden Champion Brown _\ l BRIDGING TO JOIST, TOE NAIL EACH END 2-8d CONNECTION HARDWARE REMARKS DESIGN WIND LOADS / SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL t6d AT 16"cc Consulting Engineers, Inc. TOP OR SOLE PLATE TO STUD, END NAIL 7 WOOD I- I M B 3 SECOND WIND SPEED 0 PIS 2x4 2-1ed \DODI-Jo EQUIVALENT BASIC WIND SPEED 100 MPH 2x8 3-IDtl WDDD I- J01 WIND EXPOSURE D 2x8 4-1Bd R To RIDGE B ALB SEISMIC ZONE B: SND TO SOLE PLATE, TOE NAIL R RTO ALL P TE (NOTE: WIND CONTROLS LATERAL LOAD 2x4 4-Sd GE BEAM 0 2xe,zxe s1Da HIP O V_ LEY TO RIDGE- L590 + LSTA1e 130 ELM STREET DESIGN.) (/'] I /' DOUBLED STUDS. FACE NAIL 16d AT 16"oc -e 1 OBPLMro 9FJN POST OFFICE BOX 802 GENERAL " f-D ✓Id's Sl�a ,F�',I, _J c' Sl.y / / DOUBLED TOP PLATES, FACE NAIL 166 AT 1B"oa -91 ODP M.roe '1 VUAYI fP� TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-1ed 3-Ill 1MM.10SISimew U55 WIN OLID SAYBPC)C)K 1. ALL WORK SHALL CONFORM M ME REQUIREMENTS OF THE STATE OF NEW YORK CONTNUOVS HEADER, i1YO PIECES t5tl AT EDGE 1- 11 7 DP LK 10 BEW HUll RESIDENTIAL CODE. ALONG EACH EDGE 2- 117_ SHIM HU41 CONNECTICUT 06475 CEILING JOISTS TO PLATE, TOE NAIL ]-ed 2-1 OFBT ro EFRJ U le T ] 2. DIMENSIONS AND DETAILS SHALL BE OBTAINED FROM ARCHITECTURAL DRAWINGS. CONTINUOUS HEADER TO SND, TOE NAIL 4-Bd 2-1� Mro51RNfD 8 A PHONE: $60 38$ 1224 AND FIELD MEASUREMENTS CEILING JOISTS, LAPS OVER PARIITIONS, FACE NAIL 3-1ed 3. ME CONTRACTOR SHALL VERIFY AND COORDINATE ME SIZE $AND LOCATION OF ALL COLING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 Md NOTES: 2. SEE ALL HARDWARE SCHED�S F�JED SY SIM�AP50N UNC. FAX: 860 388 4613 OPENINGS NOTESPECIFIGALEDDED ITEMS.ANDBANCHOR R SOLTS BY THEEARCHMCT OR BQUIRED BY � UILDER.ADES RAFTER TO PLATE, TOE NAIL 3-Bd h BUILT-UP CORNER STUDS 16d AT 16"ac CONNECTION HARDWARE REMARKS: GNCBENGINEERS.COM 4. DIMENSIONS SHOWN ON THE STRUCTURAL ORAWNGS ARE GENERALLY OBTAINED FROM THE BUILT-UP GIRDER AND BEAMS 20d AT 32bc AT TOP 1. INSTALL TY/0 CONNECTORS- ONE PER SIDE. 2. INSTALL T x 18 GAGE STRAPPING TO TIE POSTS ARCHITECT AND ARE INCLUDED AS INFORMATION COMPLEMENTARY TO ME ARCHITECTURAL DRAWNGS. AND BOTTOM AND STAGGERED BEIMM FLOORS. LAYOUT OF BUILDING FOUNDATIONS OR OTHER ITEMS MAY BE MADE USING THE DIMENSIONS SHOWN ON 2-20d AT ENDS AND AT 3. PROVIDE CONCEALED FLANGE HANGER WHERE THE STRUCTURAL DRAWNGS ONLY IF THE CONTRACTOR HAS COMPARED THESE DRAWINGS WTH ME EACH SPLICE LVL FACE IS FLUSH WITH SUPPORT BEAM. ARCHITECTURAL DRAWING ANpp HAS RECEIVED CLARIFICATION, FROM ME ARCHITECT, REGARDING ANY 4. SEE SHEMWALL SCHEDULE FOR LOCATIONS. ERRORS, INCONSISTENCIES, Op OMISSIONS. PLYWOOD: 5. PROVIDE ONE LS90 FOR EACH PLY. �YT' w0'Q S. ME COMPLETED STRUCTURE IS,DESIGNED TO BE STABLE AND SELF-SUPPORTING B. INSTALL ISSABOVU410 HANGERS IN LIEU OF LS90 AT AFTER ME CONSTRUCTION IS COMPLETE. IT IS ME CONMACTORS SOLE 1/2- AN R, ROOF AND WALL SHEATHING (TO FRAMING): HIP BEAMS PROVE BOY'S ROM . CARAOE WING 4 RES ON6IBILITY FOR THE BUILDING STABIUTY DURING CONSTRUCTION. THIS 1/2" AND LESS Bd ANO FAMILY ROOM VALLEY BEAM. 5 r b 5/B' - 3/4' tOd RESPONSIBILITY ALSO INCLUDES BUT IS NOT UMIMD TO METHOD AND SEQUENCING OF ERECTION AND TEMPORARY SHORING AND BRACING. TEMPORARY BRA NG IS t0 NOTES: r REMAIN IN PLACE UNTIL INSTALLATION OF ME WALL AND ROOF SHEATHING AND SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX m a WOOD SHEARWAUS ARE COMPLETE. OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIp NAILS OF EQUAL 2 8. EXPLANATION OF SECTION DIAGRAM USED: DIAMETER OR LARGER IS ACCEPTABLE. SUBMIT PRODUCT DATA AND ALL PERTNENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED 0 A'•,51 7p�' SECTION MARK ON THE STRUCTURAL DRAWINGS OR MESE NOTES. STRUCTURAL SHEET MERE COMMON WERE NAIL DIAMETERS pq�FE55A� SECTON DRAWN Btl 0.113" FOUNDATIONS Btl 0.131" 10d 0.14B" 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBR NATURAL MATERTUAL FI IAL OR CONTROLLED STRUCRLL 12d 0.148" HAMNG AN ALLOWABLE BEARING VALUE OF 1.5 TONS PER SOU RE FOOT TOTAL LOAD PRESSURE AND 16d 0.162" SHALL BEAR LEAST 4'-0" BELOW FINISH GRADE. 20d 0.192" NOTES: 1. ALL HARDWARE LISTED IS MANUFACTURED W SIMPSON UNO. REINFORCED CONCRETE SUBSRTUDbN OF HARDWARE.WITH EQUIVALENT ON GREATER LOAD CAPACITY AND INSTALLED 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES INAC00RDMCE WITH MANUFACTURER'S REQUIREMENTS SHALL BE PERMITTED. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301-95) 2. REDUCE NAL SPACING 825 FOR WOOD SPECIES OTHER MAN SOUTHERN PINE OR 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS PER ACI 318 AND SHALL BE 3. DOUGLAS FIR. PROVIDE Y NOMINAL FRAMING AT ALL PANEL EDGES FOR Btl NAILS NORMAL WEIGHT W1M A 28 DAY COMPRESSIVE STRENGTHAS FOLLOWS: 4. SPACED 2 1/Y OR LESS OR 10d NNIS SPACED S OR LESS. 5. ALL NNLSME ASSUMED TO BE COMMON WIRE NNLS. PNEUMATIC NNLS OF EQUIVALENT AIR W/C DIAMETER ARE ACCEPTABLE. ENMAINMENTt RATIO 6, FASTEN SHEATHING TO SILL AND SOLE PLATESI AT SHEAR WALL PANEL EDGE REQUIREMENTS TYPICAL. WALLS AND FOUNDATIONS3000 PSI, NORMAL WEIGHT 5 1/25 OSS 7. INSTALL HOLDOWN ANCHORS INTO FOUNDATIONS WITH SIMPSON SET EPDXY-TIE ADHESIVE. NO SUBSTITUTIONS ME PERMITTED WITHOUT ENGINEER'S APPROVAL. SLABS ON GRADE = 3500 PSI, NORMAL WEIGHT N/A 0.50 8, INSTALL HOI.DOWN ANCHORS A MINIMUM 5" FROM ME ENDS CF FOUNDATION WPLLS. EXTERIOR SLABS - 4500 PSI, NORMAL WEIGHT 75 0.45 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 915- GRADE 60. WORD 4. REINFORCING FOR WELDING TO STRUCTURAL STEEL SHALL BE ASTM A708 WELDABLE 1. ALL FRAMING LUMBER SHALL Bg DRY (195 MAXIMUM MOISTURE CONTFN{{II DOUG-FIR. REINFORCING. PRESSUgE TREATED SOUTHERN PINE SHALL BE USED FOR GROUND CbNTACT, SILL PLATES, OR 6. DETAIL ALL BARS IN ACCORDANCE WIN "ACI DETAILING MANUAL - 1980" SHOW ON EXTERIOR USE. GRADE THE PLACING DRAWINGS ME NUMBER AND LCCAVO OF ALL 8 R SUPPORTS AND ACCESSORIES NECESSARY TO,SUPPORT REINFORCEMENT IN POSITIONS INDICATED. 2x4 STUD CONSTRUCTION 8. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED 2xS STUD CONSTRUCTION SHALL BE; 2.4 AND 2.6 PLATES 2 CONCRETE POURED AGAINST EARTH 3" 2xB, 2X10 AND 2x12 2 CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OR WEATHER: 2. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. o. BARS y5 AND SMALLER 1-1/2" E. BARS LANGER THAN 06 p• 3. PROVIDE TWO WOOD I-JOISTS UNDER ALL PARAL,& WALL PARTITIONS > 50% OF ME JOIST SPAN. INSTALL JOISTS WIM A CLEAR SPACING BETWEEN JOISTS EQUAL TO WALL THICKNESS. 7. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY 4. WHERE FRAMING CUPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS PER THE STRUCTURAL ENGINEER. LAP SPLICES, MERE PERMITTED, SHALL BE A MINIMUM OF 48 MANUFACTURER'S RECOMMENDATIONS. BAR DIAMETERS UNLESS SHOWN OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. 5. PLYWOOD NAILED TO FRAMING SHALL BE SPACED B"ac AT EDGES, 8"Oc AT B. PROWDE 1 - µµ55 WM 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. UNLESS SHOWN OMERWSE. 6, 1 x 3 NAILED LET-IN CORNER BRACES SHALL BE USED IN ALL AREAS WERE PLYWOOD IS NOT USED ON EXTERIOR WADS. 7. ALL OPENINGS SHALL BE FRAMED W1M DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. S. METAL CONNECTOR HARDWARE TO BE USED ARE SIMPSON STRONO-1@ CONNECTORS AND ARE SELECTED FOR LOAD,REQUIREMENTS. SUBSTITUTION IS PERMITTED IF LOAD CAPACMES OF ALTERNATE IS OF EQUAL OR GREATER CAPACITY MAN COMPARABLE SIMPSON CONNECTOR, NAILING SHALL BE MANUFACTURER'S REQUIREMENTS, USE SIMP80N HIGH WIND LOAD CONNECTORS AS RECOMMENDED BY MANUFACTURER ENGINEERED LUMBER 1. ALL ENGINEER[[0 LAMINATED VENEER LUMBER (LM-) OR MICRLAMS (ML) SHALL HAVE ME FOLLOWING MINIMUM DESIGN PROPERTES:(t00S LOAD DURATION) Fb- 2800 PSI Fc II= 2300 PSI Fc JF 750 PSI Po= 285 PSIS GENERAL E. 1.9 x 10 PSI STRUCTURAL NOTES HEDGE ROAD FI, NY LYONS BROWN,III CONTRACTOR: H.P. BROOM, HOUSEWRIGHT, HADLYME, CT CONSTRUCTION PHASE DATE: 06/25/04 DRAWING NO. PROJECT: 02113 SCALE 1/4*0HY �� DRAWN BY: LUIS CHECKED BY: JN M', +PROJECTS 02113 Lyons Brown III - SkiBroom CAD\l Current 02113-S1S2S3.dwg - 6Z25/04 - 1 11 PM