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HomeMy WebLinkAbout30468-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31347 Date: 12/23/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 370 DOGWOOD LA EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 5 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 7, 2004 pursuant to which Building Permit No. 30468-Z dated JULY 7, 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 ALTERATIONS AND ADDITIONS, INCLUDING COVERED FRONT PORCH AND REAR DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to STEVEN T VESEY & CHERYL SCHLITT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2037667 04/19/05 PLUMBERS CERTIFICATION DATED 06/15 O5 JACK GISMONDI /7'or' ed Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30468 Z Date JULY 7, 2004 Permission is hereby granted to: STEVEN T VESEY PO BOX 53 EAST MARION,NY 11939 for ADDITIONS AND ALTERATIOS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA at premises located at 370 DOGWOOD LA EAST MARION County Tax Map No. 473889 Section 038 Block 0005 Lot No. 003 pursuant to application dated JULY 7, 2004 and approved by the Building Inspector to expire on JANUARY 7 06 . Fee $ 881 . 40 J uth ri Signature V ORIGINAL Rev. 5/8/02 Form No.6 /39 TOWN OF SOUTHOLD / BUILDING DEPARTMENT ��d�� 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 with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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$15.00 q Date New Construction: Old or Pre-existing Building:—Z::(check one) Location of Property: ,5 X-1 , /�C/✓/U/V House No. treet / Hamlet Owner or Owners of Property: -5-"/-e 4 er Suffolk County Tax Map No 1000, Section 38 Block / D$ Lot 03 Subdivision yIA Filed Map. Lot: Permit No. -1O y4i Date of Permit. 9 Applicant: 7 Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: /' (check one) rcc''' sltLcX —�� 3134-7 O [Pcf�P[J�Lr3rJcrc rc1R r3rJc frJrJrJAJrP�P [1[J[Jtl[J [1Cf�GI�[1tP rJcP [1d1�rJ@1�[JCJEUEJ J0 GIS rJ� cO C� BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET -- NEW YORK, NY 10038 c5 SCERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 JIM SAGE ELEC. INC. STEPHEN VESEY 5 P.O. BOX 38 370 DOGWOOD LA GREENPORT, NY 11944-0038, EAST MARION, NY 11939 5 5 Located at 370 DOGWOOD LA EAST MARION, NY 11939 5 Cc,J 5 Application Number: 2037667 Certificate Number: 2037667 S 5J Section: Block: Lot: Building Permit: BDC: 5 ns11 C Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, e5 5 5 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 Day of 19th April,2005. 5 Name (OTY Rate Rating Circuit Type 5 SCj Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 Sensor 5 0 Smoke 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. 5 5 Dish Washer 1 0 1.2 KW 5 Pump Motor 1 0 1 H.P. 5 5 Furnace 1 0 Oil �5 5 Hydro Massage Tub(Therapeutic 1 0 5 rj Wiring and Devices S Outlet 55 0 Fixture 5 Cj Fixture 55 0 Incandescent Outlet 91 0 General Purpose 5 Receptacle 54 0 General Purpose 5 Switch 68 0 General Purpose 5 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer seal 5 C5� Paddle Fan 2 0 C 5 Continued on Next Page I of 2 a�5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 55 ONNNNNNNNNRPCJ O BY 5 NEW YORKBOARD THIS CERTIFICATE OCOMPLIANCE THE 5 5 OFFIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S c� 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT eS 5 Upon the application of upon premises owned by S 5 SJIM SAGE ELEC. INC. STEPHEN VESEY 5 5 P.O. BOX 38 370 DOGWOOD LA 5 C5 GREENPORT, NY 11944-0038, EAST MARION, NY 11939 5 Located at 370 DOGWOOD LA EAST MARION, NY 11939 5 Application Number: 2037667 Certificate Number: 2037667 5 c5 S Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: �S L5� Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, e5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 f� herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated 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 19th Day of 5 April, 2005. 5 Name QTY Rate Racine Circuit Type S 5 Receptacle 9 0 GFCI 5 5 5 5 Ell 5 5 5 5 5 5 seal 5 2 of 201 5 0 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Ij 5 S D NNNNNNNNNNNNNNNN N N O 1 own Man,A5495 mot"ROPA Fax(bid) 7g5.4&2 F.0. dolt 1179 t� �' 3 T91Fpt!3f16(5169 Tg6.1t16t9s OFFICE OF 7HE sulLIxNQ INSpIaOTQR TOWN OF SOUTHOLD Building Hermit No, 3&4 ,. iridklltxt p/� p .seas print) �II Plufitblri ol�c1� 17 5h+o�� — (v"f c f�a�yc Ec.tT P? 1+ I '\' C at Pri nt X Certify that the xolder w*ed in the wat*r SUPY1Y syntdia nonkainr less than 2/10 of 1% lead, 41ii gra � s�,"tures __ `I SUSAN J.NAGY Notary public State No.4896735 Of New York slifled ma to before Cl1"MIsslon Expires May 2 BSuffolk 0qSwornbeforethis day Of. Nataxy+ kttblic, .'...,.T. ...,,. fwo4}Ai<;y`/�� � FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 9. 2004 TO: Samuels & Steelman A/C Vesey-Schlitt 25235 Main Road Cutchogue, NY 11935 Please take notice that your application dated March 10, 2004 For to make additions and alterations to an existing single family dwelling at Location of property 370 Dogwood Lane, East Marion, NY County Tax Map No. 1000 - Section 38 Block 5 Lot 3 Is returned herewith and disapproved on the following grounds: The vroposed construction, located on this non-conforming 20.319 square foot parcel, in the R-40 District, is not vermitted pursuant to Article XXIV Section 100-242A which states, "Nothing in this article shall be deemed to vrevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_' The existing single-family dwelling notes a single side Yard setback of+/- 10 feet and a total side yard setback of 24 feet. The proposed construction notes a single side yard setback of 15 feet and total side yard setback of 25 feet. Pursuant to the ZBA's interpretation in Walz (45309), such additions and alterations will thus constitute an increase in the degree of nonconformance. Because the existing single side yard is noted as being+/- 10 feet, the Building Department has determined that it must be considered the smallest yard and, although the conforming side is measured at 24, the applicant would not be permitted to come any closer that 20 feet on the conforming side of the property without a variance. Therefore, the proposed construction is not permitted pursuant to Article III, Section 100-244, which states that non-conforming parcels, measuring between 20,000 and 39,999 square feet in total size, require a minimum single side yard setback of 20 feet and a total side yard setback of 35 feet. Total lot coverage will be less than 20 percent. C 7 Damon Ra rs, i xaminei CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. APPEALS BOARD MEMBERS YQ CO Southold Town Hall (� Ruth D. Oliva, Chairwoman 53095 Main Road \J Gerard P. Goehringer y : P.O. Box 1179 Lydia A. Tortora & Southold,NY 11971-0959 Vincent Orlando y Q�� Tel. (631) 765-1809 James Dinizio,Jr. �Ol # `�� Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD JUL - Z X104 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 1, 2004 - -Z8A 5529- STEVE`VESEN and CHERYL SCHLITT Property Location: 370 Dogwood Lane, East Marion; CTM 38-5-3. 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 20,319 sf. lot has 100 lin. ft. along Dogwood Lane, and side yards of 226.24 lin ft. and 231.20 lin. ft., and 80 lin ft. along the rear lot line. The propert is improved with a 1-1/2 story frame single-family dwelling with garage, as shown on the April 2, 2003 survey prepared by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Request for an Interpretation of Sections 100-242A and 100-244, and reversal of the Building Inspector's April 9, 2004 Notice of Disapproval, and/or in the alternative, a variance concerning proposed additions to the existing dwelling with total side yards at less than 35 feet, and a single side yard at less than the code required 20 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, at 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 new additions at the rear of the existing dwelling, as shown on the March 8, 2004 Site Plan and construction diagrams, prepared by Samuels and Steelman, Architects. 1) The existing dwelling has nonconforming side yard setbacks at 10 feet and 14.6 feet, totaling 24.6 feet for both side yards. 2) The code-required minimum setbacks for a building on this lot are 15 feet single side yard and 35 feet total of both side yards. The existing degrees of nonconformance are noted as follows: PgOe 2—July 2,2004 ZBA No 5 29,7 S.Vesey&S.Schlitt CTM 38-5-3 1) The existing dwelling is 10 feet on the southwest side, and the code required set back is 20 feet. The degree of existing nonconformity is 10 feet. The applicant does not propose to increase the degree of this existing nonconforming setback area. 2) The existing northeast side yard setback is 14.6 feet, and the code required setback is 15 feet. The degree of nonconformity is 6 inches. The applicant does not propose to increase the degree of this existing nonconforming setback. 3) The existing total side yard set back is 24.6 feet (without the shower), and the code-required minimum total side yard set back is 35 feet. Proposed are new additions behind the dwelling that will be at least 15 feet on one side instead of the existing 14.6 feet, and the opposite side will be greater than 20, instead of the existing 10 feet. The applicant does not propose to create any nonconformance, and the new construction will be greater than 35 feet for both (total) sides. 4) The Building Department reasons stated in the disapproval is that the single side yard must be the smallest yard (existing 10 ft on the west side, instead of the east side existing at 14.9 feet). It was also indicated that although the new setback will be greater than the existing 10 feet on the west side, for a proposed 24 feet, this is not permitted without a variance. The Board disagrees with the Building Department's reasons. REASONS FOR DETERMINATION: The building inspector's method of choosing which side yard to use as the smallest yard is flawed because it creates more extreme, nonconformities on the property then actually exist. To clarify, the building inspector's determination to use the existing 10 foot setback causes the northeast setback to become more nonconforming by 4.5 feet. The fact that the applicant chooses to use the side of his house that is more conforming and then construct an addition that will conform to the code- required setback on that side is consistent with the desires of the town to minimize nonconforming setbacks. RESOLUTION OF THE BOARD: In accordance with 267-B of Town Law which states: The Board of Appeals may reverse or affirm, wholly or partly, or may modify the order, requirement, decision, interpretation or determination appealed from and shall make such order, requirement, decision, interpretation or determination as in its opinion ought to.have been made ... NOW, ON MOTION BY MEMBER DINIZIO, seconded by Chairwoman Oliva and Member Page 3 duly 2,2004 f ZBA filo.5929 S.Vesey&S.Schlitt CTM 38-5-3 Orlando, be it RESOLVED, that the Board of Appeals INTERPRETS, Town-Wide, Article XXIV, Sections 100-242A and 100-244A and B, to mean that: In the Residential Zone Districts R-40, R-80, R120, R200, (new) additions to existing single- family dwellings are permitted when the setbacks conform to the code's minimum required single side yard and combined total for both side yards, because the degree of nonconformance is not increased for the existing dwelling's side yard(s), and be it further RESOLVED, that the Building Inspector's April 9, 2004 Notice of Disapproval is REVERSED, and that the building permit application be reviewed for issuance as soon as possible. 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, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Orlando, and Dinizio. This Resolution was duly adopted (4-0). (7-iLelv-c) er Tortora was absent due to illness.) .d -L-� Ruth D. Oliva, Chairwoman 7/2/04 Approved for Filing OEC .L 'L 2004 S A M U E L S & S T E E L M A N December 22, 2004 Building Department Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Vesey - Schlitt Residence 370 Dogwood Lane East Marion, NY 11939 Building Permit# 30468 Z Dear Building Inspector, I hereby certify that the hurricane strapping for the above referenced project, has been installed in accordance with the New York State Building Code and as detailed on Construction Documents prepared by Samuels & Steelman Architects. Si4Samue lg Of N'=- ;Y� Stee a Architects �; . si•. 70 a Lo r # A. 017953- Woodtronics, General Contractor ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631) 734-6405 FAX(631) 734-6407 I, n SFP 1 4 2006 ;�'q S A M U E L S & L_. S T E E L M A N IF , TON 1i .r September 12, 2005 Southold Town Building Department Town Hall Annex Southold, NY 11971 Re: VESSEY -SCHLITT RESIDENCE 370 Dogwood Lane East Marion, NY 11939 SUM #1000-38-05-03 Building Permit#30468 Attn: Building Inspector I hereby certify that the existing floor joist that has been cut to receive the new flue will not compromise the existing floor structure. Thank you, Samuels & Steelman Architects Nancy Steelman, R.A. rr' 1r r ARCHITECTS 25235 MAIN ROAD CUTCHOCUE, NEW YORK 11935 (631)734-6405 FAX(631) 734-6407 4S )1( J Compare Thest Side Wall Eliminates Chimney Save costly installation or repair of chase and Chimney by side wall Venting Means venting, Also, eliminating chase increases living space and affords greater interior layout flexibility. • No Chimney/Chase Easy, One-Person • More Living Space Installation There's no pre-installation assem- bly required. Units attach to all classes of standard vent pipe. To • Lower Installation Costs reduce weight during installation and maximize serviceability, mechanical and electrical assem- Venting for heating blies are located on the back of appliances doesn't have the unit and attached after vent a pp termination is installed. to go through the roof, either does the cost. In more than one million '+ installations, Tjernlund side wall vent systems ' have proven superior to Cut Opening other venting alternatives in performance and safety. What's more, they substantially reduce heat- ing installation costs. Install Vent Termination Featuring UC1 Burner Interlock Control ■Simplifies new installations and service calls since operation and wiring Interlock problems are diagnosed and displayed W11M through LED indicators. Install Venter Assembly ■ Adjustable pre/post purge. ■ Prover switch delay eliminates burner Zero Clearance start up or wind induced prover SideShot vent systems may be switch short cycling. installed with zero clearance ■Interlock voltage can be selected, (24 or 115 VAC), eliminating to combustibles. This feature false triggering by burner monitoring circuits. expands location opportunities including installation between ■ Add MAC1E controller to interlock 1 additional heater. floor joists for above-grade termination. TWE090SQ201 a 10 Tag: All dimensions are in inches. M Ton Single Circuit i1 Convertible DIXT TAN- Air Handier °K�, R TWE090A IiW NEI PULS. "e A .w slNOUP PLAIN ,. ENIR.ruts E. FAA; It[Arz�R K`Nninp y Lin A onM Ar1IARI� L�OR NNT W R 6'I WIE°W PK IT2 x YIP.VIR .1 WId GGHNVC. 12Il� 2di�EGHDOE K A D GOI ivAP ONE E IN`TTH Ew�slc'I°N NN4[WI I'A q0. GGP`I.d TONAyUM DO.pnl H r nilpE[u4ovlLw t V ANCRa ' rwLL x� 1ONI MN4,,4A[vI=ATI4IN (R[MPOPE IAI a) NM ,.LENC[N,'MDTH,AND HEIGHT DIMENSIONS DO NOT INCLUDE 1/2'ACCESS PANEL DEPTH, P.REMOVABLE O .4 PAN AND A" ED JUIN CGMECTq MAY BE WSTALLED W eMEN END Or UNIT N FIMER TIE yLpTC4 M xOMldliµC[NPNYMAMNL RASM DRYN PN(ACCESS PLATE W lxf END Ce UMT CVPOL[E DR4N CWNE[ilUl 4USr BE MMDHD 10 FUSE pMN PAN OUT D'UNIT ICR MEANING. ACCESS PLATE MUST SE RE-INSTALLED MICA SLOW MNN PAN BAD,INTO WT. S IE PEpIWIC GRAIN PAN CLEWNC IS REWIRED.&LOB TIOW.PANNAL REMMAL CS PAN W MAIN CDNNECTION END O!UNIT. Air Handier Dimensions tin.) A B C D E F G H J K O S V W Y AA 54 47-1/2 25 113/4 22-318 22 173/4 4 45-1/4 36-1/8 1/2 15 1-3/8 2 Table 1 Unit Wiring Unit Minimum Maximum Fuse Unit Operating Circuit Size or Maximum Model No. Voltage Range Ampaciy Circuit Breaker3 TWE09OAl 187.253 8 15 TWE090A31 187.253 7 15 TWE09OA32 414.506 4 15 TWED90AW 518-632 4 15 Note: 1. When wired for 208-230 volt. 2. When wired for 460 volt. 3. HACR type circuit breaker per NEC. Table 2 Unit and Corner Weights(lbs)T Shipping Net Corner Weights-Vertical Corner Weights-Horizontal Maximum(lbs) Maximum(lbs) #1 #2 #3 #4 A B C D 388 315 79 79 79 79 73 81 84 77 Note: 1.If application requires steam or hot water heating coils,field supplied isolators must be utilized. PART'S* PRODUCTS 3.1 ALL-FUEL CHIMNEY A. The chimney shall be of the double-wall, factory-built type for use with listed solid fuel, liquid, or gas fired appliances, which produce flue gasses exhausted at temperatures not exceeding 1000"F continuous bum or 2100"F intermittent bum. S. The chimney, in sizes 6"-12", shall be constructed of an outer wall of either .012" thick 430 stainless steel or.018"thick G-90 galvanized steel. The inner wall construction,for these sizes, shall be of .015" thick 430 stainless steel. The chimney, in 14" size, shall be constructed of an outer wall of .024" aluminized steel. The inner wall construction, for 14" size, shall be of.035" stainless steel. The chimney shall include an integral, annular insulated space of 11/:"for sizes 6"-12"and 2"for the 14" size. C. The flue conduit shall be wrapped with ceramic insulating material. D. The chimney shall be tested and listed for a minimum clearance to combustibles 02' E. All fittings, flashing, storm collar, anchor plate, ceding support, and cap required to install the chimney shall be included. F. Anchor plate construction shall be of.060"Type 304 stainless steel factory attached to a starter section of double-wall factory-built chimney. G. Chimney shall be Model Temp/Guard as manufactured by Metal-Fab Inc. H. Temp/Guard chimney shall be installed in accordance with the chimney manufacturer's installation instructions, UL listing and state or local codes. I WHO M. ®mq P.0 Bax 1136•Wldit K6 87201 LMp U 5A. (316)9432351 •FAX(316)9412717 "Wo Ne jl ae uv: r vn.ra _nae a ci aho Mechanical Specifications Discharge Plenums and Grilles — General available as an option for high static Accessory discharge plenums shall be Air handler units shall be completely factory application.All indoor fan motors meet the available for vertical,free discharge assembled including coil,condensate drain U.S. Energy Policy Act of 1992(EPACT). applications.Plenums shall be constructed pan,fan motor,filters,and controls in an of heavy-gauge,zinc coated,galvanized insulated casing that can be applied in Controls steel finished with baked enamel to match either vertical or horizontal configuration. Magnetic evaporator fan contactor,low the air handler unit.Grilles shall be satin Units shall be tested and certified in voltage terminal strip,check valve,and finished aluminum and have four-way accordance with ARI standard 210/240 or single point power entry shall be included. adjustable louvers. 340/360.Units shall be UL listed and All necessary controls shall be factory- labeled in accordance with UL 465/1995 for installed and wired.Evaporator defrost Return Air Grilles —Accessory return indoor blower coil units. control shall be included to prevent air grille shall be provided for vertical front, compressor slugging by temporarily free return applications. Grilles shall be Casing interrupting compressor operation when low installed in place of the front lower side Unit rasing shall be constructed of zinc evaporator coil temperatures are encoun- panel. Grille shall be satin finished coated,heavy gauge,galvanized steel. tered, aluminum with non-adjustable louvers. Exterior surfaces shall be cleaned, phosphatized,and finished with a weather- Filters Mounting Subbases — This accessory resistant baked enamel finish.Casing shall One inch,throw-away filters shall be is available for vertical floor mount be completely insulated with cleanable,foil standard on TWE090A model air handlers. configurations. Subbase shall be con- faced,fire-retardant,permanent,odorless, Filters shall be accessible from the side coil structed of heavy gauge, zinc coated glass fiber material.All insulation edges access panel.Filter rack can be field galvanized steel with baked enamel finish shall be either captured or sealed. converted to two inch capability. to match air handler unit.Subbase is Knockouts shall be provided for unit required in the vertical air flow application electrical power and refrigerant piping Accessories for condensate drain trapping and when connections.Captive screws shall be Hydronic Heat Coils—One row steam isolators are required. standard on all access panels. and two row hot water coils shall be available for mounting on the discharge Vibration Isolators — Accessory shall Refrigerant System outlet of the air handler.Coils shall be reduce transmission of noise and vibration The 1WE090A,single refrigeration circuit, shipped completely factory assembled to building structures,equipment,and shall be controlled by a factory installed within a heavy gauge sheet metal casing, adjacent spaces.Packages shall be thermal expansion valve. finished with enamel to match the blower available in either neoprene-in shear or coil unit. Hydronic coils shall have provision spring-flex types in floor or suspended Evaporator Coil for left handed piping connections.Coils mountings. Configured aluminum fin surface shall be shall be applied in either vertical or mechanically bonded to 3/8"internally horizontal airflow configuration. Oversized Motors—Field installed enhanced copper tubing and factory oversized motors shall be available for high pressure and leak tested at 375 psig.Coil is Electric Heaters—UL and CSA approved static pressure applications. arranged for draw-through airflow and shall electric heat modules shall be available for provide a double sloped condensate drain installation directly on fan discharge. Control Options pan constructed of PVC plastic.The drain Electric heaters shall be available in a wide pan shall be removable for cleaning.The range of capacities with one or two stage Standard Indoor Thermostats— Two condensate drain pan can be installed in control, single-point electric power stage heating and cooling operation or one any of four positions allowing for vertical or connection and terminal strip connections. stage heating and cooling thermostats shall horizontal application and providing external Electric heater elements shall be con- be available in either manual or automatic connections on either side of the unit. structed of heavy-duty nickel chromium changeover. elements internally wye connected on 480/ Evaporator Fan 600 volt, three phase and delta connected Programmable Electronic Night Double inlet,double width,forward curved, on 208/240 volt,three phase. Each 208/ Setback Thermostat—This option shall centrifugal-type fan with adjustable belt 240 volt heater shall have pilot duty with provide heating setback and cooling setup drive shall be standard.Thermal overload secondary backup fuse links for automatic with 7-day programming capability. protection shall be standard on motor.Fan reset of high limit controls. Each 480/600 and motor bearings shall be permanently volt heater shall have automatic line break lubricated.Oversized motors shall be high limit controls. Library ro u I era ure knefiran 9tendardhas a policy of wrtwsms prod=and Product Section Unitary Produrl datainpovemert,d ressmas an fight b crengs Product Split System Air Handler des anJsps:&za,snwihatrace. Model 090A-7' "Ton Technical Literature Printed in USA Lderature Type Submittal Sequence 201.10 Date July 2003 File No. PL-UN-S/S-TWE090-SQ-201.10 07/03 t _ 02003American sfandam Inc.Aunenm reserved. Supersedes 090- Q-201.0910/01 9 76S-1802 BUILDING DEPT. INSPECTION [ DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` INSPECTORZ" 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c,16 DATE / ® INSPECTOR 3©��S�E-- 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING FINAL [ ] FIREPLAM & CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 1 FIELD INSPECTION REPORT DATE CONMNTS FOUNDATION(1ST) ------------------------------------- FOUNDATION --------------------------------- FOUNDATION(2ND) o 17,10614 Aw c✓zc- ROUGH FRAMING& ' VmM PLUMBING v O INSULATION PER N.Y. "3 STATE ENERGY CODE �l FINALi � Z ADDITIONAL COMMENTS M N M z m J _ 0 1 0 z I � � I x 0 b H I"Yr 114 Vr JVU 1riVLL t5U1L1J11N(J rLKMI l AYYL1k-A 11UN Criril;KL10 BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOjD, NY 11971 3 sets of Building Plans_ X TEL: (631) 765-1502 Planning Board approval_ FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO, Check X Septic Form N.Y.S.D.E.C. Trustees Examined 120 Contact: Approved 120_ Mail to: Disapproved a/c Phone: Expiration_, 20 b VC) Building Inspector 9 APPLICATION FOR BUILDING PERMIT Date �Yr_{� `� 2004 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, he sing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Sign of applicant or name,if a corporation) (Mailing address 6f applicant) �yl State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises - yah l As on the tax roll lot latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No, Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 37C� I d ,4 161ne- House Number Strelet Hamlet County Tax Map No. 1000 Section )rg Block—0� Lot 03 Subdivision Filed Map No. Lot (Name) f 1 r 2. State existing use and occupancy of premises and intended use and occupancy of proposed consttuetitn: a. Existing use and occupancy X31 q /r- Fq-m 1 /Cc��J 2oc-a b. Intended use and occupancy �Sa rn p- 3. 3. Nature of work (check which applicable): New Building Addition X Alteration x Repair Removal Demolition Other Work (Description) 4. Estimated Cost Zi= , Cnn 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 7 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r» 7. Dimensions of existing structures, if any: Front 6 Lf,. / Rear Depth ;7 ) Height 201 Number of Stories / ` - Dimensions of same structure with alterations or additions: Front £3• l Rear 8. Z Depth Height 1 Number of Stories M2- 8. Z8. Dimensions of entire new construction: Front Rear Depth — Height — Number of Stories — 9. Size of lot: Front /t>a r Rear �5� Depth 2.'5i 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated k -40 - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO71X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES_NOX 14. Names of Owner of premises AddressJ�� LI�—Phone No. 477,- Sr,-48 m'l.rl br-• Name of Architect Giai ���, 1 n Address _Phone No 7-34- Lr S Name of Contractor Address BOG Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOX_ * 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) COUNTY OF,SA� SS:� n being duly sworn, deposes and says that(s)he is the applicant (Name of in ividual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me this n_day of nM[lrz l-,-- 20Q Notary Public g atafe o -Applicant PA'MICIA RICHARDS Notary Public, State of New York No. 01.R16042467 Qualified in Suffolk County Commission Expires May 30, 20W61-f BUILDING PERMIT EXAMINER CHECKLIST APPLICANT: �iF-%Y DATE REVIEWED: 3_,10 /04 DATE SUBMITTED: S /td /04 SCTM# DISTRICT: 1,000, SECTION: A6 , BLOCK: 5 , LOT: 3 SUBDIVISION: _ ADDRESS: 570ZONING DISTRICT:` CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP a51q -Z/ C/0 Z- �2G9 , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 711/b REQ. LOT SIZE: ACT. LOT SIZE:gto 29REQ. LOT COV. 0>2 ACT. LOT COV. REQ. FRONT yU PROP. FRONT ,/ REQ SIDE ACT. SIDE REQ. REAR PROP. REAR ,/ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: L1/A-L�-1 ,---- ESTIMATED PROJECT COST: AR ECT/INGINEERe WATER FRONT? xfo DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D T: YES oro (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or 1. NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: r DTE: / / PERMIT #: J TOWN ZONING BOARD APPROVA DTE: l i / PERMIT #: TOWN PLAN. BOARD APPROVA DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2). YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 5*1- SF SECOND FLOOR: -41`/ / SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE SF)- ( l��U SF)= (433 SFX$ .3o =$)514-o +$ +$ = s l 40 2. ( SF)- L SF)= SFX $ =$ +$ +$ _ $ 3. ( SF)- SF)= SF X $—=$—+$ FINA OTAL: $ g NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth:36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEV: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN400.OR SCHEDULE: MISS'L J'ts'T REQUIREMENTS: Y/N l� EC''RESS` 5.7 S.F.: Y/N L"-GHT!8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release la Data filename:C:\Program Files\Check\REScheck\VESEY-SCHLITT.rck TITLE: vesey-schlitt Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached i or 2 Family 1IEATING TYPE:Non-Electric DATE:03/03/04 DATE OF PLANS:March 3,2004 PROJECT INFORMATION: Renovation and Addition COMPANY INFORMATION: Samuels and Steelman Architects COMPLIANCE:Passes Maximum UA= 182 Your Home UA= 170 6.6%Better Than Code(UA) Gross Glazing PSF Of ift Area or Cavity Cont. or Door h~ ST rpm Perimeter R-Value R-Value U-Factor UA U !� a - Living Room: Cathedral Ceiling(no attic) 395 30.0 0.5 13 yc y Ceiling 2: Flat Ceiling or Scissor Truss 255 30.0 0.0 9 017953-1y. V� Ceiling 3:Cathedral Ceiling(no attic) 220 30.0 0.5 7 r �f \`a Wall 1: Wood Frame, 16"o.c. 144 19.0 2.8 7 Window A: Wood Frame:Double Pane with Low-E 8 0.330 3 Wall 2:Wood Frame, 16"o.c. 144 19.0 2.8 4 Window L:Wood Frame:Double Pane with Low-E 13 0.330 4 Door 104: Glass 36 0.370 13 Door 105:Glass 18 0.370 7 Wall 3:Wood Frame, 16"o.c. 192 19.0 2.8 7 Window B:Wood Frame:Double Pane with Low-E 6 0.330 2 Window L: Wood Frame:Double Pane with Low-E 26 0.330 9 Window M:Wood Frame:Double Pane with Low-E 26 0.330 9 Wall 4:Wood Frame, 16"o.c. 112 19.0 2.8 5 Window L: Wood Frame:Double Pane with Low-E 26 0.330 9 Wall 5: Wood Frame, 16"o.c. 176 19.0 0.0 11 Wall 6: Wood Frame, 16"o.c. 110 19.0 0.0 4 Window B:Wood Frame:Double Pane with Low-E 48 0.330 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 395 19.0 0.0 19 Floor 2:All-Wood J01st/Truss:Over Unconditioned Space 255 19.0 0.0 12 Boiler 1: Other(Except Gas-Fired Steam),85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has s ped and 'Zed page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this ode. Builder/Designe Date REScheck Inspection Checklist New York State Energy Conservation Construction Code UScheckSoftware Version 3.5 Release la DATE: 03/03/04 TITLE:vesey-schlitt Residence Bldg. Dept. Use Ceilings: [ ] 1. Living Room: Cathedral Ceiling(no attic),R-30.0 cavity+R-0.5 continuous insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 3. Ceiling 3:Cathedral Ceiling(no attic),R-30.0 cavity+R-0.5 continuous insulation Comments: Above-Grade Walls: , [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity+R-2.8 continuous insulation Comments: [ ] 1 2. Wall 2: Wood Frame, 16"o.c.,R-19.0 cavity+R-2.8 continuous insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity+R-2.8 continuous insulation Comments: [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-19.0 cavity+R-2.8 continuous insulation Comments: [ ] 5. Wall 5:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 6. Wall 6:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window A: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 1 2. Window L: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 3. Window B:Wood Frame:Double Pane with Low-E, U-factor:0.330 1 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ 1 4. Window L:Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No I Comments: [ 1 5. Window M:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 1 6. Window L:Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7• Window B: Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] 1. Door 104:Glass,U-factor:0.370 Comments: [ ] 2. Door 105: Glass,U-factor: 0.370 Comments: Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 1:Other(Except Gas-Fired Steam), 85 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Re larder: [ ] Required on the warm-in-winter side of all non-vented flamed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ( ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. ( ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code offew York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insu late circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: ( ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] IIVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation 77sickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) NEW SUFFOLK AVENUE <.� CONC TIE=277.58' N 88'29'00°E 100.00' MON m U FOUND z CONCRETE Do SURVEY OF 8 .1O m f DESCRIBED PROPERTY N SITUATE MATTITUCK, TOWN OF SOUTHOLD 7 0 FRAME GARAGE ? N END WIRE FENCE x SUFFOLK COUNTY, N• I�/. ONE STORY ON LINE RESIDENCE z T'7 6.2BRICK WALK S.1' SURVEYED FOR: GARY H. ROSE FRAME A @ J 29.4' m BLOCK w _ WS SHED O 11. 3 12.2 8 o 0 ODD DECK F STEPS INDS y1t}� m u') TM# 1000-114-12-016.1 ; W U � G �2 STEPS o p� (BOTH SIDES) GUARANTEED TO: fora, 0.5' GARY H. ROSE CESSP0015 (3) 5 O o 0 p m o W z GUARANTEES INDICATED HERE ON SHALL RUN 2 T— ONLY TO THE PERSON FOR WHOM THE SURVEY I 1S PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY. w LENDING INSTITUTION, IF LISTED HEREON, AND M TO THE ASSIGNEES OF THE LENDING INSTITUTION F I GUARANTEES ARE NOT 7RANSFERABLE TO L— ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. z 9 UNAUTHORIZED ALTERATION OR ADDITION TO THIS O SURVEY IS A VIOLATION OF SECTION 7209 OF O THE NEW YORK STATE EDUCATION LAW 'Y COPIES OF THIS SURVEY MAP NOT BEARING Z THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 3� 3I WI m CONIC MON O M FRESHWATE R POND W O N d . d' O ' O z I N/F DONLINGONG LIN 88'39'30"E 65.00' MON o CONI ,r '9g^39'30"W 45.65' N• MON p I'7 NkO� NSF FOX 0 z SURVEYED: 28 JUNE 2004 Z SCALE 7"= 30' AREA = 37,477.04 S.F. OR 0 000 0.860 ACRES 5 SURVEYED BY o STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SU FOLK. N.Y. 11956 631 -7 -5835 N/F FEILER ICENSED ND SURV R NYS Lic. No. 49273 04R1331 71'� 7 ql, 1, 7 = IF— 7, FIC APPR V D AS NOTED ALL CONSTRUCYIONMAUL I B.P.10)nti'y 25 UEETTHEREOLIFIEMENTSOF I qv BY:_jlpie "I'VIM.OFNER I WNW" SITE DATA NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SCTM # 1000-38-05-03 FOLLOWING INSPECTION$: - OCCUPANCY'Ofl I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE USE I$ UNLAWFUL PROPERTY: 370 DOGWOOD LANE 2. ROUGH - FRAMING A PLUMBING ADRESS EAST MARION, NY. 11939 3. INSULATION WITHOUT CERTIFICATE MICHAEL NIAMONITAKIAS 4. FINAL - CONSTRUCTION MUST KIAS OWNER: STEVEN VESEY & CHERYL SCHLITT BE COMPLETE FOR C.0, OF OCCUPANCY EMAIVUAEL SIAMO'V'TA 370 DOGWOOD LANE w ALL CONSTRUCTION SHALL MEET THE EAST MARION, NY. 11939 0 REQUIREMENTS OF THE CODES OF NEW DO NOT PROCEED WITH 49' 40'9 E z >. YORK STATE. NOT RESPONSIBLE FOR FRAMING UNTIL SURVEY BO .00 0 DESIGN OR CONSTRUCTION ERRORS. OF FOUNDATION LOCATION IN .50 SITE: 20,318-65 SQ. FT. = 0.467 ACRES HAS SEEN APPROVED, 200 TOTAL AREA — z L/) Lu p LOT COVERAGE: z zc COMPLY WITH ALL BODES OF RETAIN STORM WATER RUNOFF z pz LA ALLOWABLE: 20% OR 4,063.73 SF z 0 NEW YORK STATE &TOWN CODES PURSUANT TO SECTION 45-IOCLo EXISTING: 1,718 S.F. OR 8.76% REQUIRED AND'CONDITIONS OF OF THE TOWN CODE. 0 Lf4 AS .1 PROPOSED: 2,698 SF OR 13.2% Ln z Lo MMW70WWZBA ZONING: R-40 UNDERWRITERS CERTIRdl 0: REQUIR..ED' O Q SDMTMTNZM b 0 SURVEYOR: JOSEPH A. INGEGNO ky1mc PLUMBER CERTIFICATION t"' ON LEAD CONTE14T BEFORErri P.O. BOX 1931 CER TIFICA TE OF OCCUPANC Y RIVERHEAD, NY. 11901 w FMD ZONE NA SOLDER USED IN WATER (631) 727-2090 z x COMPLY WITH CHAFTER"46" SUPPLY SYSTEM CANNOT FLOOD DAMAGE PREVENTION EXCEED 2110 OF 1%LEAD, I cn 0 SOUTHOLD TOWIN.BODE. i5l z 2D' SIDE 0 PLUMBING SIDE YD SIDE 0 CERTIFICATION OF ALL PLUMBING WASTE SETBACK &WATER LINES NEED NAILING &CONNECTIONS JESTING BEFORE COVERING REQUIRED; > NI 0 >= 2 3.9' I w w 0 'E'X'lS'T'XtAWlTCARTY"NYS'T'EM (z) Ix W > 15, co O . EXIST. GONCSLAB VERIFY EXACT CORNER 7 OF NEW ADDITION WITH mEW SETBACK 1v III' li�l 68;2 EXISTING TREE STUMP 7' TO BE REMOVED EXISTING 0 1-1/2 STORY FRAME mm HOUSE & GARAGEl 47 094NE A .. m . z- oo' 68,1' _j EXISTING CONCRETE WALK M, DDITION ;e', TO BE REMOVED BY OWNER IM EXIST. IRRIGATION VE X WELL Lu 0;VAN L) N LK I < 13 o NE LLI CA NNrnN Z. U) i ogNONW m . 0 - 2 t1i 0 0 LL 0 LL zc oz oz 3T 1 95, L=100.O0' CHORDx�f54�0000" 9972 OVERHEAD WIRES UTILITY POLE SE OF UTILITY POLO LIL 3ST A UNDERGOUNO WATER LINE 17953.1 0 A .4 EDGE OF PAVEMENT 11 OJE T 0310 DRAWN BY: CHECKED IS Y: - DOGWOOD LANE ,'; .'. 2 ' � 4 DATE: MARCH 8,2004 SCALE: 1" =20' SHEET TITLE: SITE PLAN, SITE PLAN SCALE: 1" = 20'-0" SHEET NO.; SP . FINAL DRAWING r. _ i"r ! " M1 I:' -,4 i-I - s ,a •;a a �,�a-ri !.3 .l . v -Y - LM1'i :1 �'v qA. „ - ..,:. _ a: a -.., . . . n.. „ :. • .. a ., r r , -, I — IiH tI REMOVE EXIST --------------------------------------------\ WOOD DECK i r----------- - � r------------ PROTECT EXIST. KITCHEN FINISHES W/ PLYNVIOD ENCLOSURE W/ DOORREMOVE EXIST. GONG. SLAB ---- - -- ___ __ _ _ v t I / f ,: ' lis' r; e µl" i~�i'\ ,'\\,i�='r.-•t\ ^\ 'i i OZO II - .' !e h' n ' " a nl 'r : j• ,� j . EXISTING y I ,�„ > II EXISTING II REMOVE EXIST. J I I "E °°- ��, � ,K� ; ,x� : ,x� STORAGE I I STORAGE Lu TILE 4 ALL % 77rrrl=rly\x,4 �' I I I I I PLUMB. FIXTURES Tr -Fi—I'I G,Mals � , , >� ^ �� ,A �� L_________________J L____________--_—__ I 11 'TTT rll R', �' it �" -------------------------------------- I O I EXISTING I I �,. .� ,E`X1 TIfiICy . \x'�1I I >- ,,I1_11I BEDROOM �� —�—�7r-777I ,' ' x� TN r Nl �w REMOVE EX. CARPET I L__ til-1-I-4-) ^ . '�,r°1'" ,n\\ " i<\ I I II Iry --11-h-I � �p �\ �� I I l!J j II I F ' I�rt 0"' ` \ xlk `� I I I Z iAxi _ / •C\� �T � �y� /� Mf1FF�� `r ` � Q ______________]�ci�a i \\x r— X EXIST� ,< " . COL j W ---------------------- — EARIN6 WALL `LI — I P<�Nx�� You,( a REMAIN I Q i (DO NOT REMOVE `UNTIL TEMP. HALLS i —REMOVE EX5T. }� I I STAIR r—xARE IN PLACE) r�-- x 1rI r---'-----� ----- II I I ++ �t > EXISTING EXISTING 1 I REMOVE GONG. III EXISTING �+ I I ;< x I C�� — I I I GARAGE SILL AT NEN DOOR m BEDROOM < i i K„�` vi r I owNER�Td REMOVE 1111 REMOVE EX. CARPET > EXISTING CARPET1 I I 1 I I I I1, I I I I I \ I I �L i\ �xy11 _J I REMOVE EXIST.�-� K >\ J'r-_-_ I I FIREPLACE AND ?j I X\,)` -- uP HEARTH r0 BOTTOM I 1 _-J '' I L--J � �\ OF FLOOR J5T5 --Ln j (�K >11, � I I STORAGE ---- REMOVE GARAGE DOOR Z Z F v — ____ EXISTING=== ---- ---------------------------- — —i--J W 4 Ir 1 W O PORCH==_ EXIST7_HX RY TO REMOVE CONC: SILL W REMAIN BELOW EACH WALL REMOVE STEP AND EXIST. POSTS w AND PORCH ROOF STRUCTURE , FURST FLOOR PLAN - DEMOLITION SCALE: 1/4” l' -O' od Z. . REMOVE EXIST. W 4 55 ' WINDOWS CtYPJ .j 2. gl lip 51:171;j ___=- ui- N ALL FINISHES ti .�; _ g 4 PLUMBING TO BATH +' '; '';',� °^ -- - --- - =-1-- Q F. • " ' `8 REMAIN IN BATF! EXISTINGEXISTING OFFICE LG' MASTER BEDROOM EXIST. FINISHES �e• F,' EXIST. FINISHES TO i= TO REMAIN ;' '�'sr', . L.G. tX0 ' ' NOTE, EXISTING BASEBOARD W HEATING To REMAIN BUT NON- EXI5TING HALL• FUNCTIONING Q ATTIC STORAGE g��E OFTFf,*�°9� I —REMOVE "BARN" DOOR * 1 Z III y k_ II AND REFRAME OPEN'6 rREMOVE . �- III f - r 1 ALL REMOVE EX15T 11 FOR NEVI WINDOWS 0 953-5 1 III NOTE, EXISTING BASEBOARD _�-� I EXIST. I I SHELFIN6 4 POLES CARPET IN THIS HEATING TO REMAIN BUT NON- I ' _�_� I LGL,05ET I �i �-\ ,-n AREA ONLY \ _ FUNCTIONING I__� I 1 L__ JI I I r I I EXIST. 11 EXISTL I JI 11 �__; CT O: --t-7 I I I CLOSET I CLOSE11 T 11------ •1 44 0310 I ------- _ _ I I I L._—_—_—J L_—_____—__J L—_____—___.I I I NS r-V--1r-------------------------------- I I L`_.'..� I ATTIC REMOVE - --- — - ----- — MARCH 8 2004 — - - - - --_ -- 114.. = 1. _ 0.. — SHEET TITLE: - FLOOR - -- - - -- --- -- - ----- - _- -_- -= PLANS REMOVE PORCH ROOF DEMOLITION - — BACK TO EXT. MAIN WALL SHEET NO: SECOND FLOOR PLAN - DEMOLITION. SCALE: 1/4" = T A" FINAL DRAWING ;. l - ., c � t. .. . .,— .. } S. ,P, ,.. .. . . #� IY. IX ^ .� ,.F - .. . . .,, 1 .t t daH 1;, ar ^!"4r " .w, x•r r'k'W ,1 ..• � �i . ,.. . Is., . :-t•.'. lr T � 4a +y � ., . n w "F'r • ,. �. 3. , i , .. . e, , � L rc _ .. ,. �, a ''7". '*' Y r�. � ..� � . v ^ "C ,♦ =t ".!� S . Y `�""'v ' r� _ a *r ,. d - ,.. P. 1'9 v*i ;�`. c, l d �r A- _ e T r. „ x B A 9 8 uj *_W2' 4'-42^ 1111 a" V 4'_4" I'_2" S'-10' 9'-10" I'-66' PROVIDE (2) DOUBLE STUDS !A QW Z BE7WBEN WINDOWS THIS AREA. z/ NEW CEDAR 91DINS ON 150 BLOB. O PAPER ON 9/6' PLYW00D CL Ac� SHEATHING ON 2xb WOOD FRAME W/ R-19 DATTIN6, Lu HB (212x10 ry o = H Z *'' ■ O J - • 61 O/G. � j - yt 7dC tt - ry O EX19TIN6 BASEMENT AREAWAY p to T = _ Z ' Z O W OLIVING AREA y I WOOD ILOORSuj w . Y. ./ ry YTt FIR OUT WA1.L9 A Y Q 910E9 AS REQUI D ,ry l 1 1 COLUMNSDAI B 2-2" ry phi NEW YLNDOW INLu (91-2xb POST > NEW OPB'1'GHB D n J ry ------------ T,_2„ (2JA-In' LVL HDR BYO VER PANTRY r-O^ o' to-s o r-O" L p « >le h,. K� br.rC�•t• T ry - 4 6- 2 O - hM .. 1' EXISTN6 OUTSIDE 14 . W00D FIAORS I I IF—CASED ALIbN GIRDER ABOVE rI NEW WINDOW IN W u"H' WI EA. XIST. I 1 I OPENINS EXISTING CONCRETE WALL 91'HOWER TO REMAIN NEE OPEN'& u ;(rea; .y- MOVE EXIST. I -9 I I ;1 } 11 (T1'1° • BELOW GROWN IMOIILDING GEK' I I I I EA SIDFJ AT ALL (WALLS o MASTER 14E TO ii to I DINING AREA NDINING RM .. �t O ry CARPET BYOOVNER V i 4'o i Q MOOD FLOORS of Z. m n . ' ut PROVIDE (4) 2x4 POST t P,!MA T. (4} Imo IX4 I I U1 Q• °I' - BELOW GIRDER N VVETBAR • J �. o L KIN6 TO MAINBAR SINK Q NEW CEDAR SIDING ON 150 BLDb. 4 GLH . BELOW ( YP) t , • CABINET'S BY NEW , x6 FRAJ•1E WALL J R-19 T PAPER ON EXISTING STRUCTURE. ry _ - le ��, 0109 BATT IN9UL p W J m i5T-' 1/24 wm 2x4 POST HOR _ W• i ° 9 ry GROVN MOLDINGLL 131 r EXIST. INC W. AT AWALLS ^� -II' 11Z .M ,'" iT G 5/6' TYPE W I ¢ F• u _ P CKET 000N,T,101 ''L 11 - 1 7 GW BD I ? 7u) (n• • POGKET'P to • DN °N. WOOD STAIR 6" EXIST. �gpP0961RdER ]a,6. 7 it j INFILL P�QST':OPEN I 1 -- � ,9 CASED OPBI'6 10 CT C WFNWPOOL? I VVTIn•,T'JH M JS - 16YP BO YM AT 61-6, •X. TUB o s r 0' TY1 1 I 10 O I 42 ' %b6' I ALL 9OSE 1 LK—INt� to U EXIST. FULL I DOWN I b IN ND'1 - I - to O ATTIC, STAIR I- - I ry i GARrsr BY 004m r T X09 ` ;< WDDD STEP o tE 4 AY E.N IM'ILL EXIST. • GARAGE I POLES BY OWNER _ WOOD -1 —INS 2 PROVIDE P0'IT r mr a 4^I t� O TH '. PJC. r1B y 2X4 STUD < _ b• TfPEX• NEw s-In• STEEL COLUMN .. -_ 101 - F,t% b1T BD • GAR c 7953-1 -__-_ s . to a "` 1 ti. ^ ry if. ..•,u /� NEW 0) 2x12 DROP GIRDER ry f - - - ( - - - v RfDAR� O —_— 2�OSS IDE (b) z I NEW (9) 2x12 DROP GIRDER PURR OUT WALL r---------- ----I F-----------------I J NO: . , AS REQUIRED FOR I I I I 5'x(1"x1/2' TOP PLATE 0310 INSUL • PIPES H NEW b G,J. WELD® TO TOP OF COLUMN. KAVVN BY: 2X4NS/ RJ8 NEIAI166, ON 1/STUDS G YP ED BY: BOARD 12x6 POST I • H5 ill i MARCH 8, 2004 X 9' WD bAR a T' X 9' WD bARAt5E OR 1 1'3x��41— "MMEr (5)=2x12 HDR - 1/4•• - 11 _ 0.• (2) 1/2•x4 LAB SHEET TITLV: 6b'-ly " INTO EACH. '-�I' 6-2" V2� 2 { 5._ p PROVNCIDE NEW 24' FIRST CONCRETE APRON 5'-I�I' 4'-�J� 4'_�2° 2-1y7" B'_�2 9•_B" 2._T" 2'_9' 6���� 10'-4V2° b'_O" ft") 04 REBAR TOP VIEW FLOOR ,,I� 9'_4" 1� 6'-Ly2° b� �� 9,-0" N PLA 22'-b" O COLUMN DETAIL SCALE: V' = V -0" SHEET NO: (9) 2x6 POST CASED IN . WOOD SRAPPEO AT TOP AND BOTTOM AS PER CODE. FIRST FLOOR PLAN L10" 2 FINAL DRAWING .. '„ F , Y ( .J 'T"" CJ'In 'l i ^4v , ..,.1_` _ VklW .... , - ., 3.,. 4 P .a, :n ."T ^T'vV„ , n^mc�r ..... . .. . ... ... �r .i . o - "44. 'x, +a- ';'r.' rT4 n'> S Fy ., n : rF' ry� -. .,...- ,. .. . .. _ ., ' ' , l 1 . 'flirt I A 8 Lu o . O ' TIC rc H I I O 3 lu8I a B ® O E%WIsnN61HDO IININ6. j Z Z LOWER SILL TO OFEN I TO wQ A�ODATE NEw LIVING AREA W w BELG7W � W Q b'_5'• 6'-10" S''�2" 4, .li „ T-� T'1y2I 1C Will I' I ILU I � Q -_ ----- NEW wNOOWS IN —. —__.. .___ NEW INC OWEIN I J ._--- -- l..—� E1tlsnNSr oPBAINFF�. -- - -_ ---- aes-r�,n�ME o"�PEr.,I Imine BATH _ -_-- RE-FRAME oPENIN6 _ — IF REQUIRED. IST. FIN. IF REQUIRED. — ;; OREMAIN L.c. BEDROOM/OFFICE STRIP EXISTING SIDING DOWN TO \7"' CARPET 0Y OMER = • ` ' ry SHEATHIN6. PROVIDE NEW GEDAR EX L.G. — ry•d \\ /' 06 Z. . SHINGLE SIDING W/b" */- EXPO!UM ON ISM BLDG. PAPER. BEDROOM (3} 2x6 POST M1 20 ♦ Q \`\ /'/ y Q• N EXIST. CARPET EX. INFILL FASTING DOM OPENING VI HALL TO MATCH WALL FINISH NEW WINDOWS IN o O SHEEP a POLE EX I S 711- 0_2X6 - - PoOCKEr o00 32 Sae 2� ALIGN WALLS ----- \\ �ExIsnN6 RIDGE-- ----- O NEw OPENING = W' L'_`OMM z '�9p NEN wNDOW IN EXISTING X I Y' -:;�_ _ (s)_2xb PosT_ BALCONY_ 12T - EX 7 EXISTING PLYI^�,•' W OPENING -----I 1 q„ S,-b„ WOOD FLOOR ro sUBFLOOR / \ o--F— E)Klsr PULL Q ~• " 1 ` f + SSI a WOOD RAILIG ' ` I 174MOWSTAIR EXISTINs FINISHES To /// III �• REMAIN INFILL EXIST aPEN'b aN' Y `Lpp1 DN °°N6T(Sm - -_,� WIT4KALL TO ALIGN VV 20 Ill• TJI FL JST �` d, I ''IVMOHA m Time r RAFreR g' o" / EXI4TING I --- TORAGE CLOSET /' AT IG \\ 6 OF N ATTIC [ ; o Com To INFILL FLOOR / UWIN \ '� f!y - _ — ENTRY Berk" As REQ ARCD v 5 STE t� -F ' --- - — - (2) 2x4 SIDS (2) 2X6 2xb HDR.' (Z 2xb HDR - -- -- - - — _ - _ VENEWiATTIG S/4' PLYWOOD E 0310' - sUBFLOOR -- I LIKAWN BY: _ NS I -- — CHECKED BY: — , I — MARCH 8 004 " IIT[ 1!4" = 1' - 0 • — — SHEET TITLE: I'_g., 6•-61 I'_8., 1'-8" S'_2° S'-1 O.. S,_2,. I'-dVW SECOND FLOOR EQUAL 21'_4" EGIUAL PLAN SHEET NO: SECOND FLOOR PLAN SCALE: 114" = V-0" 13 FINAL DRAWING , -- -, 1 11 ... -, 7" --q-7 ;yK,17 7�� A 8 ;2 v. 21- " TV- 4-1 4'1 NOTE. FIELD VERIFY DIMENSION UJ WITH ft-MACK LINE 0 Z -- ---- -------------- ACCESSPANEL VV6ALVANIZED WINDOWVI z z r-T---- -------i I r—LINE OF EXISTINGL z SLAB TO REMAIN T 5-2, 1 1-------1 0 j m 7 JOIST NEM 2'x2'xl' C.OW-. FOOTINGS W4` 01610/4. LONG. FILLED SONOTLIEIE PEDESTALS TO BOTTOM OF r P 61RDER ABOVE ER ON 2"1 MCI��=j L in COT rXISTINS SLAB AS L -104 myr— III FOR FT66 ----- ------- 31 MA. -4 1 1 NEV4 CRAM 5FACE 11 L j L A 1 1 1 1 1 (2) 2xI0 PTL 61ROM0 LI L :;,4 VI TO BE REMOVED NEW CONI WALL ON 6x16' 0 EXIST. BASEMENT WO PTL OWK GONG. FOOTING REINFORCEDVV 0) Z Z STAIR w 0 4 REBAR. JO Lu ---------- ----- - L - --- ----- -- U) "-'-T. -------- --- -- ------- ---- -- Lu L F-i - - - - ------- - - -- PROVIDE 5/8' 1 T "I I > 6YID. WARD ABOVE NEW 2x4 FRAME WALL PV PROVIDE T I I POLYETHYLLIC uj HCATINS EMIPMENT AS SYR 50ARD BOTH SIOM I PM CODE 1 I APOR BARRIER LINE OF FXISTINS C4SLAB To -I ABOVE GONG.... GONG. NE" DOORS AT DINING F400M BE REMOVED FLOOR STRIV-Tutf. NEK DIRECT VONT F HEATING SYSTEM, 5 REMOVE=Z OA EXISTING BASEMENT WALLS A REWRIED FOR =T I SSD ALL EASTIN& MLIMI WORK TO NEM ADDITION COLUMNNm 51/1 TO REMAIN (I 2xI2 61PZCK COLUMN W/2,1'xI' 131 mm ar r POLARIED NCIREM ly FOOIWEMSTIM 8ARCIER. AND COLUMNS L F I EXISTINS 4X4 CAL I ad Z. IL I EXIST. 200 AMP FI NEW PINE STAIR TRIC. PANEL EYJSTIN& FRAME 22)(10 AM "Ll HALL TO REMAIN 72 uj -1. T I -----1 0 W. F REMOVE PORTION OF GONG. KA" FOR 2 Lu. NEW DOOR rEXISTINS, SLAB (E] " I VERIFY Olm-TH or I EXIST. FIREPLACE FDNN I EXIST. FI 4 1 TO REMAIN I CAOORDINA,4�Vv I I ARCHITE61r -- J ----- --- L ------------- -- ---- -----J -------- - - -- tFFFFFFFFFFFFFFF Ld ----- ---- - -- --- ------------------------ - - - -- - ---- d) �-fS-�PKOVIOE Nch so, OF N RED ST LINE Or EXISTIN6 12' 12 FI IIF REM MASONRY I TO IQZMA n{� •, i �'P, '.. NEH 4' THICK C4ONII SLAS NEA CONI KAd ON 6XI6" i REINFORCED KI 6xb, % HM. 'a — — — — — — — — — — — — — — — — — PROVIDE DEFORMED OOVI COI rOOTINIS REINFORCED KI IS) 0 4 REBAK. SLAB AND 6ROU Tr �v STAIR FIR 0 24" Olr,. Wr INTO EXISTING ROJE -- - ---F- -7----- -1- -7-- I I j 610 L- L L- i -------------- ----------------------- RAWN BY: NEW 2'x2'xl' C.OW-. FOOTIN65 K/10' --------- ------- SONOTME PEDESTALS TO 50TTOM OF ---------------- ---- NS If RJB BIRDER ABOVE ------------ --- ---------------------- BY: DATE: 5,56'. SCALE: 22.1 114" = 11 - 01. SHEET TITLE: BASEMENT FLOOR PLAN BASEMENT/ FOUNDATION PLAN SCALE: 1/4" l' -O" SHEET NO: PROGRESS PRINTS NOT FOR CONSTRUCTION DATE: 02126 / 04 . .. .. . ... v- .-n- ,��. , <o .-, a<. .: , -rP' �,:' ri.r„- . .... yn.. i< C 'Fe .,M1.�k n,Men^NT i �^„' �'tmn n,W. ,,.r. u : .m rv. ',.N 'n. r'PT . .'r 'Y ', � . [. . .3 - 1 r^c,,a.. :FI sT .(, 4%�A, y Tt ' a. . ��. ,,... ., 1. E4 „ r •i £ . .� „ /k .. : 6. f•."I .f . Slv. l �.1i1 _”. ,. C' ...n �w,-r,-.n. .. ,a ., ! ♦ 1.1'u ' w .'�; }x . ,, .. , t �•p" r . ,,..1 ' : el. I „Yi 4 G rY.: A 8 a W 0 NEN ROOF C-ONSTRUCTION } NEW 3XIo ROOF RAFTERS • it oC WITH 9/4" PLYWOOD 5HEATHIN6 W/ ASPHALT SHINGLE ■ � W ---- ROOF ON 500 ROOFINS FELT W z 1 7 o 9 w PROVIDE CRICKET W/ FLASHING Q AND UXAITER FLASHING AT CHIMNEY I L MASONRY CHIMNEY Q\ I O Z az uj >0 0 r-- ------------------------- ---------------------- ------------------ -- - Q W -- � Lu I � N I Rm Uni 4 EXIST. FLAT ROOF TO / W I m * REMAIN. EVAm CONDITION AM pkz cooRDINAre r W/ ARCHITECT F 4 I OOTT H I I I PROVIDE METAL7EG0 CONNECTOR I Y I ad Z. NEW RIDGE VENT NEW RIDGE VERT NM RIDGE VENT I I I O) Q OXIO RATE ON EXI977N6 R.R. W -j aK F QH• u3 OL nX� mH- -- — — -- r I� I —I----- -- � _ � 'N u� o o o oI - I EXIST. ROOF C.0N5TRU0TI0N REMOVE EXISTIN6 ASPHALT SHINGLE i __ — - -- ---- -- — BLDG. PAPER DOWN TO EXISTING — -- -- I "CU ABS PLYWOOD. VERIFY CONDITION OF EXI5TI146 SHEATHING AND REPLACE AS REQUIRED. _ -----�------ PROVIDE HIM ASPHALT SHINGLE ROOF ON 300 ROOFING PELT. O C O: 0310' -- W RJB CHECKED BT MARCH 8, 2004 1/4" =; T-0" SHEET TITLE: ROOF PLAN ROOF PLAN 10•• SHEET NO: 5 FINAL DRAWING r HEW 3006 ASPHALT ROOFING SHINGLES ON 506 BLDG. PAPER ON 3/4' PLYWOOD SHEATHING ON 2x10 ROOF RAFTERS HEW SOO6 ASPHALT ROOFING SHINGLES ON S06 BLDG. PAPER ON EXISTING STIa1GZ TU° BELOW. W W /wI� PROVIDE METAL STEP PLASHING AT 0 _ M - 1x4 ON Ixb PRE-PRIM � ER FING ALL WALL.A600F CONNECTIONS - JOINTED RAKE BOARD PAINTED AS PER SPEG'3. NEW 5006 ASPHALT ROOFING BIEI B e I IF- B RE B - W SHINGLES ON SOM BLDG. PAPER ON JEI 3/4' PLYWOOD SHEATHING ON 2x8 _ _ 0 5° OVIOE L.G.G. LINER o w ROOF RAFTERS• 16. O/C. � (2) 2x6 PURLIN ON (2) 2x4 � REMOVE EXISTING SOFFIT BOARD \\ z ID S/4' X CLEAR CEDAR -wAND FASCIA TO EXPOSE RAFTER - 1 TAILS. SEE DETAIL. REMOVE EXISTING SIDING AND I'-5" 8 m PROVIDE DRAIN HOLES IS• DIA. • Z i•+ �� PROVIDE NEVI CEDAR SIDING W/b' t/- EXPOSURE ON 'TTVEK' VAPOR9" BARRIER ON EXISTING SHEATHING. _ �� O WOOD WINDOW BOXES W/ L.G.G. G H H. H - 4X CEDAR BRACKET LINING ON 4x SRAGKETS.,SEE 1 ,) _-_--__- _--_ _ -- DETAIL I TAPERED WOOD COLUMNS - ® O Zui , N T-I/2" I.1- w �• rr B ' NEW FOUNDATION j m ��TYPICAL WINDOW BOX DETAIL d --------------------------------------J f" I ILu EXISTING BASEMENT \\ d I I / LU I I SOUTH ELEVATION 'SCALE: 114" = V -0" EXISTING ROOFING TO REMAIN. PROVIDE NEW RIDGE VENT EVALUATE AND REPLACE AS (TrpJ REOUIREO LOWER EXISTING GILL TO AGGOMMODATE HEW WINDOW OPEN RAFTER TAILS ON ALL N Q• Fy ROOFS NEW AND EXISTING. NEW MASONRY CHIMNEY — — ww o o W -I. W A 5/4•x 4 PRE-PRIMNED FINGER _ a ~• ` JOINTED WINDOW CASING M rrJ - I F I N w- PROVIDE LEAD FLASHING AND COUNTER FLASHING AT CHIMNEY -- (2) 1x6 PURLIN ON (2) 2x4 _ � BRACKETS 1 2 sr EXISTING EXTERIOR SHOVER SHOWN DOTTED TO REMAIN L M 03 J - C 17953-1 EXISTIN6 1311-60 DOOR TO REMAIN FREO A -- -- OJECT 0310 - -- Y: NS NEIN 9' THICK POURED I I I 11 I GONGRETE FOUNDATION ON I I I I II 9•x16' FOOTING REINFORCED I I I II ICHECKED BY:' VVSJ04REBAR _ __ r- TL--------------------yr------- _____________________— ------ I I I EXISTING BASEMENT- -- •� M R H S 2004 1 114" = 1'-0'^ SHEET TITLE: WOOD WINDOW BOXES YW LG.G. L _______________________ -------------------- -------------------------------------- - NORTH $ LINING ON 4x BR.AGKM- SEE DETAIL I SOUTH NORTH ELEVATION ELEVATION SCALE: 114" = 1' -0" SHEET NO: I 6 FINAL DRAWING .a .. . .i - , iv ,. - rn. .. • , :. — 3 , r . r.xf.' v '•aC �R' MCi'r�• r.. i r. � LIME OF NEW CONSTRUCTION LINE OF EA5nNG STRUCTURE LINE OF EXISTING STRUCTURE LINE OF NEW CONSTRUCTION PROVIDE RIDGE VENT PROVIDE METAL STRAPS RAFTER TO RIDGE PROVIDE METAL STEP FLASHING AT W P ' ALL WALLsROOF CONNECTIONS Q 0 O — r _ W ujz L _IFTIM + - Z ui- - NEW 1004012M IN T i 1, ILA ROOF OVERHANGS TO VARY TO CEDAR PERFECTIONS W/ 6'+/- _ �- ..1t RAI-TER TAILS �V ACHIEVE ALIGNMENT OF 4-1 EXPOSURE ON 150 BLDG, PAPER ON 0 - 5/0' PLYWOOD SHEATHING ON 2x6 MOOD FRAME W/ R-14 BATTING. — --- 9 L 4.4 WEAVE SHINGLES AT ALL CORNERS. NEW TAPERED COLUMNS O . L -- MAHOGANY DECKING AND STEP ON — Q ■ PTL. FRAME BELOW. -- -. 'NEW WOOD RAILING -- O CIS �---= - -- t w }- o LATTICE IN 5/4'x 4 PTL. FRAME. II LINE OF EXISTING WINDOW. WILL 1 LATTICE IN 5/4"x 4 PTL. FRAME. W Q r - FRAMING AND FINISH WITH NEW r ------- t S1DIN6. L-_�--- W j LINE OF EXISTING OLITSIDE j REMOVE EXISTING SIDING AND I , SHOWER TO REMAIN I +/- ' NEIAI oSURE ON 'T�T'�'�oR � a REMAIN BILGO ENTRY TO i REMAIN BARRI92 ON EXISTING SHEATHING Ic EXISTING BASEMENT WALLS W WEST LEVATI N ad Z. 10' so _ LINE OF NEN CONSTRUCTION LINE OF EXISTING STRUCTURE LIPS OF EXISTING STRUCTURE LINE OF NEW CONSTRUCTION I W -J. z wi LL 7 W• � � Sw• � EXI5TING TRIM TO REMAIN PROVIDE RIDGE VENT — 4 SOFFIT TO REMAIN. U7 N• NEW 5004 ASPHALT ROOFING SHINGLES ON 500 51.06. PAPER ON R tE Of MF 9/4' PLYWOOD SHEATHING ON 2x10 --- - -- ry S'l�• , S �/r ROOF BAPTISTS - - ,k Cs.>, 2 K _ _ ��,•01795 - �• f _ x MEA VmJJ NDOVMs IN ROJ NO: - — — 0310 ' A NS REMOVE EXISTING 510INS AND _ - _ PROVIDE NEW CEDAR SIDING W/ 6' ❑ 11 OPEN RAFTER TAILS TYPICAL. +/- EXPOSURE ON 'TYVEC• VAPOR _-__- - -_ BARWE2 ON EXISTING SHEATHING. CEDAR PERFECTIONS W/6'+/- - 10 L L CEDAR PE ON 150oN9 6. 6"+/ MARCH 8, 2004 EXPOSURE ON 150 IN-06, PAPER ON - 51a"PLRE ON 190 E SHEATHING PAPER ON 9/6• PLYWOOD SHEATHING ON 2x6 9/D•PLYWOOD V R-14 BA IN 2x6 WOOD FRAME W/ R-19 BATTING. _ ___ - - - WOOD FRAME HIND W/ AT BATTING. •114" = 1•-0" . WEAVE SHINGLES AT ALL CORNERS. WEAVE SHINGLES AT ALL CORNERS. SHEET TITLE: Q EAST NEW FOUNDATION EXISTING POUNDATION HEN FOUNDA71O�1 w $ WEST J CRAWL SPACE L L---------------- ---------------------------------------------- - ------- --------- ELEVATION EAST ELEVATION SCALE: 1/4" = V 4•• SHEET NO: 1 7 FINAL DRAWING •,. a 'u. rxtj, ht TMIRaW ROW MIN, 12' �I 9' VGR T/IodNIN"OQ MINI IT �I I PROVIDE 2x6 +/- SOLID BLOCKING BETWEEN ROOF RAFTERS. CARRY vtNr _ I-1-1/2. vert 2• � I-In•veer 2. „�'T I PLYWOOD SHEATHING TO TOP OF 2x6 LEAVING Y4 GAP FOR VENTING W Y MAX. FINISH WITH Ix12 FACING. w r I I I I PROVIDE INSECT SCREENING. (TYP.) ♦ ♦ Q I-I/2•vnrr— I I I I I v \ I o I I I I I 2x6 SOLID BLOCKING W Lu W Ix FACING y Z I I 5/6" PLYWOOD SHEATHING Z I I p - �- W 9' M,vTe e•KAW07 Q W r wsTe Q _ Iiiiiim �• � CLG'ANOUT yW O r Z Eno eNIMN1 a-vosm LIm J O - exUTRY a'ware UN! PLUMBING RISER DIAGRAM FOR NEW > MASTER BATH , LAUNDRY, POWDER ROOM OVENT DETAIL Ccs OPEN RAFTER TAIL w >m0 NEW RIDGE BEAM. PROVIDE NTS SCALE: 1-112" 1' -0" "' W (2)-I-5/4"x 14" LVL CIO LINE OP EXISTING ROOF W F PROVIDE RI06E VENT (TYP.) > 'd W 300# ASPHALT ROOFING 5HIN6LES ON 50# BLDG. 500# ASPHALT ROOFING PAPER ON %" PLYWOOD SHINGLES ON 50# BLDG. SHEATHING ON 2x10 ROOF PAPER ON 5/4" PLYWOOD RAFTERS AT 16" OIC. SHEATHING ON 2x10 ROOF RAFTERS b 16" O/C. W/ R-50 BATTI N6 I(x6 CL7�R )V-GROOVE Td6 °� z (2J 2K6DGQLLAR TIES y a W/ 2x6 BLOCKING s 56" O/G. CASED IN w -J' — — — — — — — WOOD (DECORATIVE) w ?�TTIG BUILT-UP PUKLIN ' PROVIDE Ixb T46 W/ BEADED CASED IN WOOD w EDGE SOFFIT BOARDMOVE EXISTING a ~• 6 RECOLLAR TIES AT ENDS NEW 2x8 OVER NEW COLLAR TIES. (2) 2x8 GA5ED IN WOOD y N' EXTEN510N OF 6AKA6E (DECORATIVE) BUILT-UP GIRDER PROVIDE HURRICANE CLIPS EXISTING INSULATION AT ALL RAFTER/PLATE CONN. TO REMAIN. PROVIDE R-22 BATT INSUL 2x6 ROOF RAFTERS a Ib" 1 1 .00 2xb BRACES AT 5-I/2" O/G.PURLIN W/ (2) 2x4 (5) 2x12 DROP 61RDER EXIST. 61RDER C POST TO REMAIN (5)- " LVL GIRDER TOP Y 51��E�s NE�ro B (5) 2x12 HDR. NEW OVERHEAD' DOOR PACKED OUT TO BE FLUSH W/ SHEETROGK IN BUILT-IN SHELVES LIVING ROOM. TRIM W/ c • Oi79sa i PROVIDE 5/4" WOOD NEW (5) 2X12 DINING AREA - TYPICAL CA51N6. FRED C� BUILT-UP 61RIPM v NEW CASING AT DOORS 4 LIVING AREA WOOD FLOORING ON 15# NEW 5-I/2" STEEL G,4RAGE CASED OPENING BLDG. PAPER 3/4" I PROJ C O.: (5)- 2xb COLUMN CASED PLYWOOD DECKING ON 0310 COLUMN TO BEAR PROVIDE 5/e" TYple "X" IN WOOD TO MATCH -q-l/;2" TJI FLOOR JOISTS 6 ON EXIST. GONG. GYP. DOARD ALL / Ixb CHERRY GAP W/ I/2 O'-IOY2" FRONT PORCH I6" O/C. DRAWN BY: RJB NEW GONG, SLAB. PROVIDE #4 WALL BELOW WALLS AND CEILIIN6 ROUND EDGE BANDING PROVIDE SILL SEALER DEFORMED REBAR / ry TYPICAL BASE MOULDING AND TERMITE SHIELD CHECKED BY: G EMBEDDED AND ROUTED MIN.' 12" INTO EXIST SLAB ® (TMP') 24 O/C. EXIST. SLAT — IST I.ue _ To Or_gt)wl'� {` DAT MARCH E, 2004 �� V FINISH GRADE SCALE: .,:• ., .,. 318"= 1'-0" PROVIDE SOLID (5) 9-I/2" LVL GIRDER NEW GONG. APRON �j // // / // / / / / / /j / / / / // / / / / / / / / /� / / / / / 5LOGKIN6 BELOW W/ 2xb PLATE ABOVE SHEET TITLE: REINFORCED W/(5) #4 /\/\/\/\/ / \/\\/\\/\\/\\/\\i\\/ \/\\/\\/\\�\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\ COLUMN TO ANCHOR X R INFO \ \ /\\ \/\/\/\ /\/\/\/ /\/\/\/\/\/ /\/\/\/\/\/\/\/\/\/ GRAS NL SPACE / /\/ ED IN Y / \//\//\ \ \//\//\//\//\/ FOUNDATION WALL \//\//\/ /G. \��i\//\\%\\%\\\//\ \ % �//�\\�/% %\�/%\��\ %\�/%\�/%\//% \/\/ . \\/ \//�//// BUILDING \\\\\\\\\\\\\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\,\\ \\ \\ \\ \\ \\ �\ /\\ �\ /\\ \\ \\ \\ CK SECTION \� jam%\ \/\\i\\i�\\`�\/ LL ON $fix GONG URMP CONC. nA•• \/\ /\ \ \ \ \ FOOTING REINFORCED w EXISTING FOUNDATION WALL. (5)-2x12 61RDER FASTENED TO (5) #41REBAR. SHEET NO: (VERIFY DEPTH) 510 OF EXISTING WOOD POST. PROVIDE SHIMS BELOW GIRDER TO BEAR ON GONG. � _ SLAB AT COLUMN BASIS, �A BUILDING SECTION SCALE: 3l8" = 1' -0" FINal. DRAWING • , - 45 ,.. - c m, r• ,. .. , s-�n ., 4P i5r- +. rt e a, r- -avx . r..a .,xr. ... a• i '-.m P +Y'. F ,x w. I -:� ,r r .. <. n , ... G' .. M- +. 1,.,. ., - .� ., ... ?`>�' -{- .'^n}.b , ai i k ., rPo % , v_ +P'f r. . . ♦ 4 ' , J '., . .- r, � . , . r, ♦ • „, ., .. x. : � . ..r" x" l, y , 'S.',. s r r I 's ,. .. 'f�`.r ,..- '�'s � S° r � .� i` 4 tr .c r r , . _ w . '. .. `or,. .,. . 4 . ::n 1 -„ ,-., .., '<. ^^'r*- •r; R .; '♦ ., K , . x. - ' s, r.. r ., a. M ^,,. .. o ... , .+r ., n' r - }. .,'1 . r .�,"ar a' „1 • 4 „ja M. .. M '. .,. .r 5- 1 ., _.. ! .. .. 1 1 . , a , ,. : , . ,.. , , . .: .., .,r.. 't ♦.r.rr ,*1.r -„ .., w• . . -^A , i � l ♦ r. n . . , 'i i _A' I . .. a .. , xi na.4 -n a . ,. i Y .-. .'1 rr4 .r` {, rP .u� BUILT-UP RIDGE BEAM CASED IN WOOD PROVIDE METAL STRAPS RAFTER TO 1/4' _ = RAFTER OVER RIDGE BEAM 2x12 RIDGE BEAM MASONRY CHIMNEY TO EXTEND 5/4x4 AT BOTTOM OF RIDGE CASED IN MIN. 2'-0" ABOVE RIDGE. WOOD (3) 2xb POST TO TRIMED I/2 300* ASPHALT ROOFING SHINGLES ON 30* BLDG. PAPER ON 3/4” PLYWOOD BOTH SIDE AT TOP FOR TAPER SHEATHING ON 2x10 ROOF RAFTERS 6 PROVIDE HURRICANE CLIPS AT ALL Ib" O/C. 4-1/2" WIDE MAHOGANY RAILIN6 RAFTER/PLATE CONNECTIONS PROVIDE R-50 BATTING w/TOP EDGE CANTED BOTH WAYS Ir WHERE ACCESSIBLE, 12 " , O Ixb V-6ROOVE T46 CEILING SURFACE Ur 10 0 2x4 SUB-RAIL, PLOWED OUT TO RECEIVE BALLUSTEKS, w/3/4"x1-1/2" (3) 11-7/8" LVL PURLIN CASED IN z SPACER BLOCKS WOOD W Z PROVIDE 2x8 SOLID BLOCKING N BETWEEN ROOF RAFTERS. CARRY COLLAR TIES. (2) 2X8 Z PLYWOOD SHEATHIN6 TO TOP OF CASED IN WOOD w TAPERED BALLUSTERS 65" 2x8. FINISH WITH Ixl2 FAGIN6. 0 n PROVIDE INSECT SCREENING. (TYP.) II- - TQ10' Cr FILT n Lu Ix CORNER BD. PACKED OUT 1/2" N I/4" av��sT. ad 2x4 BOTTOM RAIL, ANCHORED n PACKED OUT I" DINING ROOM r+ SECURELY BOTH ENDS (5) PTL. 2x6 POSTBEYOND = V) Q NONE ANCHORED TOP HARD WOOD - 2�1 Z r+ _ FLOORING ON 3/4" 0 AND BOTTOM O (3)-2xb CASED IN 1 0 t 1/2" EXT. GRD. WOOD TO MATCH PLYWOOD DEGKIN6 PLYWD. PANEL WOOD BASE COLUMNS AT ON 1-1/2" TJI AT 16" q FRONT PORCH O/C. W/ R-Iq a O" LIVING RQ m BATTING 2 COLUMN / RAILING DETAIL PROVIDE ANCHOR BOLTS --TOP z Z TO 1'SCALE: 1-112" = -0" 6 46" OIC. SET INTO GONG. )- W EXISTING FRAMING 12" 2x10 61RDER a REMAIN 6" THICK POURED GONG. , \ \ \ \ \ \ CRAWL SPACE 6x8x16" GONG. FILLED CMU ty GUT BACK EXISTING CEILING WALL ON 6x16" GONG. /// ///////// /// /// PIER ON 2'x2'xl' CONCRETE PROVIDE NEW 2xb GIELIN6 JOISTS //1/ / / THICK GONG. SLAB FOOTING REINFORCED \ \ \ \ \ \ *4 REBAR EA. WAY J01575 TO BEAR ON NEW WALL. 4 REBARREINFORGED \\ \\ \� :•'.r,. ,.. . . . .. : ...,. i..,.. .: ...•... ..'..;..: ' d '111 ,.. . .., . ;, •,: .,,.,.. .. .. '...4,r,.rr. . .:. TO DORMER ROOF \ // // NEW 300* ASPHALT ROOFING \\ \\\ \\\\ \ \\ /\\\ \\j\\\/\\�\\�\\\ /\ \\\ \\\ \�\/\\/\\/\\ \\ \\ \\\\ ON 5/LE P Y WOOD 5 OO. PAPER 50* N6 /// ///, \//j• /iii// /j� ///\//j\\/\\//\\//\�/�\//%//%// ON 2xIO ROOF RAFTERS • 16" PROVIDE METAL FLASHING (3) 61-1/2" LVL HDR. ( )C BUILDING SECTION AT ALL ROOFMIALL CONNECTIONS. WRAP g 1 4 VERIFY FRAMING SCALE: ;318" = 1' -0" FLASHIN6 OVER SILL THIS CONDITION IN FIELD 3rr OCATION � (2) 2xb GLUED AND SCREWED; PRIME L L CSE ,ON WALL 9r °r r — I STAIR FALL NEW WINDOWS IN EXISTING AND PAINTED AS PER SPECS .e Z. UNDER"ROOF OF P BED ROOM/ OPENING. JN 4• PROVIDE HURRICANE CLIPS rz PORCH. FINISH PV AT RAPTER/PLATE CONN J �• CEDAR SIDING OFFICE W J 300* ASPHALT ROOFING m SHINGLES ON 30* BLDG. PAPISW ON Ixb V-GROOVE '� PROVIDE IS, KALL BLOCKING 300* ASPHALT ROOFING T40 s T46 6HEATHIN6 ON 2x8 ROOF AT BEARING WSHINGLES ON 30* BLD6. N ate• �_ RAFTERS 6 Ib" 4 PAPER ON 3/4" PLYWOOp BRACKET TO BE SCREWEDTO v� v�• (3) 2x6 61RDER a:eQae SHEATHING ON 2x8 R.R. a 16" SHEA HIN6,COUNTS IN AND 50RED PACKED OUT V " AND CASED IN � oo (2) 2xb PURLIN ON (2) 2x4 AND PLU6ED WOOD 7 BUILT UP 6 RDER BRACKET SPACED • 5-I/2 11 (3) 2xb COLUMNSGHIn K STRIP OLD SIDING ANDCASED IN 1E OF NFK STRAPPED TTOPD r STAI ALL ■ oo PROVIDE NEW CEDAR SIDING W/ 6"+/- EXPOSURE ON AND BOTTOM -3/4" �, NEW T,AIR "TYVEVAPOR BARRIER ON r 4 K"❑ EXISTING SHEATHING C. i yss.r 5/4"x4 MAHOGANY RAIL . SEE NiB DEGKIN6 ON 2xb SPE 5 NEW 5/4"x4 MAHOGANY PTL FRAME OVER q DEGKIN6 ON 2xIC PTL FRAME EXIST. GONG. SLAB BELOW (2) 2x4 BRACKETS ® 4142" ROJ O.: � .o EXISTGONG. SLAB O/d,. PRIMED AND PAINTED 0310 (3) 2x10 GIRDER Jvs 811 DRA sY: RJB ?� ` \\ \ _ — — CHECKED BY: 2'x2'xl' GONG. FOOTING / / `" ' / / // // // NEW R-Iq' INSULATION / — — W/10 SONTUBE PED. TO / ''a". /\\/\ /\�/\\/ EXISTING F.J. TO REMAIN /\\/\\/\\/\\/\\/\\/\\/\\/ \\/\ FACE OF STRUCTURE DATE: UNDERSIDE OF 61RDER \/j�//�//�//� \ \ \ \ \ \ \ \ //// /// ///////// /// /////. r.;.' :::// SCALE: --NEA 2004 / \ /\ \ \ j NEW PINIE STAIR EXIST. GIRDER \\ \\ \\ \\ \\ \\ \\ \\ '.�-' /\ 071'OM OE2TB' .j,!!;,';«i;.,.... \//\//\//\//\//\//\//\ �,,:,,• /\, 318„_ 1.-0„ rr IN/ 4x4 IP05T EX15T. B1�5EMENT �\/\/\/\/\/\/\�\ 2 PURLIN/ BRACKET DETAIL\ \ \ ” \` \�f� \ \ \ \ \ \ \ \ \ \ SHEETTITLE: ' \ RAL INfa /� /�/ �/\ SCALE: 1.112" = 1' -0" \\ \\ \\ \\ \\ \\ EXISTING FOUNDATION \ \ \ \ SONOITVBE C. FOOTU (S A/ 10e BUILDING 611RDER SECTION \ \\\\ / / \ EXISTING FOUNDATION WALL "B'* SHEET NO: 1\1_ xxx 9 BBUILDING SECTION SCALE: 31FINAL DRAWIN . .. .,, mw -, ^YP. . ^I T 'z'- :'.f {� -rx i' S. .•,-, .xt r ' y° . ,3 t l, i � ' r.. �H, ,.is. .!". `-,. l'',. t? ,g,-;,,g„', :T^ u t:. 1 2, o-A .. .: •w. , . , <- ,• .rz r i l w � "7 ., .iTi'" P+,e0.S°w - -. .. ., _ ... , . . ..r n .. i Fi .. . a� :.i' •A. •'� -_- , . , Q Y . 6. 1 ,. ,. 2{ b. e'�. � . .Y , i. . M1 �� . r.��. .� . .. n , a „ r ]fT i. a. r. J : ' ..r n , • i 1 . .. t ., C , -..t.. _ .l 1 M AE",• POGKur DOOR W/ MYI'J DOOR CASINO. • PRAMELG6S SLA98 SHOWCREMLOGUIRM . - 1 MIRRORS BY TYPICAL WINDOW •fj} OWNER / CABINS . TYPICAL DOOR / 6 r. to. ` cABINe WAALL SCONCES / FINISH / / / TILE r BAGKSM.ASH F11MASTER BATH �— _ -- " - _ - BOARD UNDERLAYMENT LIJ -1_: \ CERAMIC, TILE ON TUB — - - ---- ra' --- ----- \\ DECK WITH GEMENT SCALE: 1 /2 1 -0 IT-' �� _ _ �_ —ice • I - L,.=-- STONEBILL _ TILE BABE VV rF���4\\ C STONE BILL \ WOOD VANITY BY \ � Ow0M \ CaKAMIC TILE ON Lu . _ - CEMENT BOARD 15ACKINSI F7. 71 74 W z TLE BASE TILE DABS TILE EASE zG GEiAMIG TILE ON GEMENT Ixb V-GROOVE T40 ON NORTH O EAST . O2 S�UTd �3 BOARD BAGKINS WEST 04 _ RAPTER9 OP CATHEDRAL SPACE . r, . WALL HUNS MIRROR TYPICAL WINDOW AND W T•YP. DOOR CASINO BY OWNER DOOR CASING N Y� -- ca Z O / 6YP. BD. FINISH - — / :PINI�y, BEAD BOARD -_- - BUILT-UP COLLAR TIE — QJILT-UP PURLIN O WAINBGOTINS K/ POWDER BATH / / , . CHAIR RAIL — --_ TOWEL BAR ALE : 1 /2 = 1 '-0" O Z � z Lu >. o Lu TYP. BASE IMOULOINS -------_ ---��- ----- _ r 6YPs BD:• O N_ FIN15H:' ' NORTHEAST 5 6 SOUTH ( WEST �8 �O� O O BUILT-IN WINE RACK W/ ' 4xI0 Plll'MANTEL ' SLABS STORAGE BELOW BUILT-w WOOD TRANSOM WINDOWS MV COLUMN CASED IN Tyr. WINDOW CASINO WOD HOOD WOODOR STONE °d Z. - MANTLE AND BRACKETS T T T STONE PAGINS ON _ J • S Q CHINA CAB ■ I7717667766 MASONRY PIREPLAGE W J, in FINISH 7 LU, � g WET BARW. x N O SCALE: 12 ' = '-0" a ~. r N to NEW PREACH DOORS W/ WOOD CASINO. PROVIDE GLASS SHELVING Iy k LIVING ROOM EAST 11 ALE : 2, - 1 0 ' �tE SF pEw WOOD GABRdT BY OMER WOOD RAILINe NORTH Og SOUTH 10 z 6ABINET3 BY OWNER u BUILT-IN OVEN W/ POCKET DOOR ,06YF�. 6D: OPEN SHELVES Y CAB. Aeove AND FINISH / \ KAVVIN BY: UJ / \ RJB : ' TYPICAL DOOR CASINO � / / \ GASBD OPENING CASED OPENING LAUNDRY MARCH a zOOa SCALE: 1 2" = 1 '-0" � : S =1:3 .... ® oovv OVEN WALL6YP.+BD. WALL a� ENTRY ooh \ INTERIOR ` ALE: 1 /2" = 1 '-0" :: SCALE: 1 /2" = 1 =0" \ , O ELEVATIONS MT , WEST 14 TYP. EASE MOULDING 0 WEST 12 EAST 13 FINAL DRAINING f ^ .�- we_,., .r _.,... . .... n .r r �.; .'+r .,-,- r-^l t J^ , _ r )x.m �^- ( . - } • I F • - Re. __ I^ —1 ""'�}`r 'lY _ •vyf"pts -•a _ _ ----_- .._ .-., _. _ �. . „'. . . ,;. ... ,. �r -�. sr . . . ., , w ,r .. ., r. � ,a wmT ,,.rH,• —w,_ N•- . . c , _ .. . . ,. . ..,.9 .,- ,_ , . . : ..r.•. ': i, , 3. v ', . ". ., . ' � r .,,- .. . - . .. _ ., _ Irt �ir' 4 t ;}ijr iT i rILI� t W LV y � O -- -- 5PK W ui VERIFY FLOOR OUTLET III //� a LOCATIONS W I V/ I ARCHITECT AT WALK THRU j FA1�` N �$___ qq i I _ W PH I m I O � mm ij I - _ I> ✓ / All 4.1 DOOR�i �� ��L 1 Z _ / III \\' TERMINATE SPEAKER TIRE RUNS THIS O LOCATION GOROINATE ^ T \ / LIVING I AREA III ELEVATION5 W/ARCHITECT. _ ____ ___________ REPLACE EXI5T. O CHINA \ _ 51-07 L16HT5 PrrF. MASTER ' CABINET 5�0 \ \ II \\ 4 LOCATIONS) Z II W BEDROOM >0 5? OUTDOOR A� WSHOWER PT � \ Q a FAN a' O O , KITCHEN t D O�— 1\ o1 �nl u u Ess I 1 i / / DINING AREA �1 > W \ AA,LL OTHERWISE NOTED � 7,,., I IJe,L'oAR — — — —r, - — — -lgT, PH CLOSET R/F ! ------- v - - - e�K — — — — — — — 5PK ' v v llllllm� 40 db 5/D CM/D _G�05ET _ ON _________________ L DR ISP � � � as Z. - r, / 1NALK•-INCA, I N Q• r CLOSET i i �, 0 2ND FL J W m \ '' 2- M TH E TRY \ X "x / "' -J• \ { ry ry / — a W / — BATH m swiST H f LL_ a w• < W I_ w. ------ D \\ GARAGE GARAGE DOOR GARAGE DOOR N V7• ' ' \ OPENER OPENER � \ \ \ \ ;1 ,E4 LECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET 1�1E OF N4 4'io \ 220V RECEPTACLE OUTLET * _ ; gUADRAPLEX RECEPTACLE OUTLET y2 z m HALF HOT RECEPTACLE OUTLET 17953- 4 WATER PROOF RECEPTACLE OUTLET D \ ' _ _ _ _ ✓ y{'6P1 6ROUND FAULT INTERRUPTOR OUTLET H16H HAT FIXTURE R O: ��� HIGH HAT FIXTURE LOW VOLTAGE 0310 DRAWN�� DIRECTIONAL HIGH HAT BY: NS — / SURFACE MOUNTED GEILIN6 FIXTURE FIRST FLOOR PLAN - ELECTRIC 5URFACE MOUNTED WALL FIXTURE SURFACE MOUNTED SPOT LIGHT r SCALE: 114" = 1' 0" SWITCH MARCH 8 2004 DS DOOR SWITCH 1/4" 0 1. - On 0 SWITCH DIMMER SHEET TITLE: PH TELEPHONE TELEVISION 5/D SMOKE DETECTOR FIRST pp 5URFAGE MOUNTED GEILIN6 FAN FLOOR = UNDER CABINET MOUNTED FLORESCENT FIXTURE PLAN =T SURFACE MOUNTED LIGHTING TRACK ELECTRIC EXTERIOR WALL MOUNTED FLOOD LIGHT X EXHAU57 FAN SHEET NO: CM/D CARBON MONOXIDE DETECTOR SPK AUDIO 5PEAKER 11 FINAL DRAWING J.., . . . ,. . .: f . • 1 „ i` „�{r ... , 'd . � ' I 112 n f` f i f V I j II I IIII I I III I I I r I I I Z a �l ( � a I II OPENi TO LIVING AREA BELOJ I = ii Z 4+ _T H ---- XsnNTO ELECTRIC BATH cwro _-- — — - T ® Lc' BEDROOM/OFFICE ` ,' W Q , EXI5TIN& ELECTRIC j L.G. TO REMAIN UNLESS i BEDROOM Sro OTHERWISE NOTEo ` F , X EXI5TIN6 ELEGTRIc TO REMAIN Sro U \Sro TOISTI REMAINLEGTRIG W � I Sro ------------ ------------ ---- --- HALL I ® II� L�j ON BALGONEY I J OPEN TO i \ \I ENTRY C BELOW 5TORAGE 6LO5ET ` J a ATTIC C40RolNAT , UNFINISHED EXA4-I-_ -- - Flxneee ,�/LOC. OF ATT 'u,, 2W• a I - I - I I I _ _ ELECTRICAL LEGEND S•```UtX14P Gp DUPLEX RECEPTACLE OUTLET - 22CV RECEPTACLE OUTLET QUADRAPLEX RECEPTACLE OUTLET 01795 1 -- HALF HOT RECEPTACLE OUTLET WATER PROOF RECEPTACLE OUTLET F GROUND FAULT INTERRUPfOR OUTLET LM HIGH HAT FIXTURE R J O° 0310 L, HI6H HAT FIXNRE LOA VOLTAGE LI ]4 DIRECTIONAL HIGH HAT N$ - SURFACE MOUNTED CEILING FIXTURE SECOND FLOOR PLAN - ELECTRIC SURFACE MOUNTED 5POTL LIGHT SCALE: 114" V,0" SATCH DOOR SWITCH SCIFICH 8 4 SWITCH DIMMER FIOH1 TELEPHONE 114" = 1, . 0., 0 TELEVISION SHEET TITLE: Sro SMOKE DETECTOR X SURFACE MOUNTED CEILING FAN =F SURFACE MOUNTED FLORESCENT FIXTURE SECOND UNDER CABINET MOUNTED FLORESCENT FIXTURE � ����,,,, T� SURFACE MOUNTED LIGHTING TRA' FLOOR ////��� K F rA EXTERIOR WALL MOUNTED FLOODLIGHT PLAN ff EXHAUST FAN C /'� M/D CARBON MONOXIDE DETECTOR ELECTRIC SHEET NO- 12 ' FINAL DRAWING mr r , ^:- .,i�r ,apt: -,re' r s - 'r,. ..r, •r i ^ R";a^ ,..^a r+, ,r..�:r. - '�^. 5 -',l 3 RX^+' fl. _S» - "''�'-F'-• , a3" '�¢;fdn -`ilY}...,. sqx -.,r�T "� . . � ,.f . . . f I 1 , �v STRUGTURAL REVIEW BY STEVE MARE5CA, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOTES 188-01 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY Ila4 FOR WALL OPENIN& PROTECTION OF120 MPH 3-5ECOND WIND GUSTS SIMPHONE 631 728 �f480 ( MAXIMUM MEAN ROOF HEIGHT: 35') RD - 2a GAGE RIbGEGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ." 2 x 6 TIE • EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ICE SHIELDUNDERI-AYMENT SINGLE FAMILY RESIDENTIAL SHUTTER ASSEMBLY \ REQUIRED - 24" FROM EDGE DE516N IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME Y N.T.5. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE Lu FOR PANEL SPANS: O < 4'O WIDE SPAN \ HEIGHT 25/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD ALTERNATE METHOD 0 \ ALTERNATE POSITION OFu O " (OVERLAP AROUND OPENINGS 4") I I HURRICANE CLIP Use 35 -O MAXIMUM A55EMBLY: f/ 51MPSON H5 GROUND SNOW LOAD - 45 PSI. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ FIRST LEVEL - 40 P5F. L.L. Uj lOx3" (w/ WASHERS) 6ALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. 1 , 1 W WOOD 5cREW HER O.C. 51MPSON H2 HURRICANE BEDROOMS - 30 P5F. L.L. co) Z ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAFT NAILED. FROM FJRE AREA WIND SPEED - 120 MPH RAFTER TO SND. - #10 TEE NUTS ATTACHED TO 5LD6. w/ *IOxl-1/2 ( W/ WA5HER5) TYPICAL ALL RAFTERS SEISMIC DE516N CATEGORY - B Z ^� MACHINE BOLT a 12" O.G. 5 - bd NAILS EACH END RESI DENGE: 3,268 S.F. WEATHERING - SEVERE 0 cn ` APA RATED PLYWOOD TO FR05T LINE DEPTH - 36" I^ Lu■ . EXTEND TO TOP OF TOP PROVIDE bd COMMON x. W PLATE. NAILS I 4" O.G. O TERMITE - MODERATE TO HEAVY EXTERIOR EDGE OF ALL it 5HEATHINS. DECAY - 5L16HT TYPE OF CONSTRUCTION CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES Q� CON5TRUG7I0N ++' LTIPLE SECTION ASSEMBLY: Z 1/4" THICK 5OL75 0 2' OG GENERAL NOTES _ I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDIN6 CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. O CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. T4I5 STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY Z Z PLYWOOO SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION GORE. W >m O TO OVER LAP box BEAM - TOP Port OM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL + • LARCH STRUCTURAL GRADE 02 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. a 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE t^ voUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS, (n a 2 x 6 slb" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. 1'T. ALL STRUCTURAL STEEL TO BE A5TM A3b WITH ONE SHUTTER ASSEMBLY 5T�D5 W v, N.T.5. 5. BRIDGING TO BE PROVIDED FOR ALL -1015TS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN ^7 FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 5/4" DIAMETER. > W b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE IB. CONTRACTOR SHALL OBTAIN ALL PERMITS AND �/ VERIFIED BY GONTRAGTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 23/32" AFA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD WRAP + NAIL STRAP AND OWNER. (OVERLAP AROUND OPENIN65 4") AROUND SILL PLATE 4 - ed NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THI5 2x4 51RONG-BACK5 a 24" Or, AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: sFMPSON M51,21BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. - 1). FREA55EM13LE PLYWOOD TO 2x4'5: ♦ 10x5" (Al WASHERS) 6ALVINIZED OR F I/2" WIDE - 20 GAGE LESS THAN ITI NS ARE MET. ALALIC VERIFY THAT METAL STRAP sob^ OC. THESE CONDITIONS ARE MET. ALL PILL BENEATH 20 PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW ® 12" O.C. NAIL SHEATHING TO SILL PLATE 5LA55 TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR ' 2). ATTACHING STRUGTURAL PANEL: FASTEN TO BUILDING,W/ • 'li.,t bd NAILS • 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ad 2 . n *10x3" (Al WA5HER5) GALVANIZED OR 5TAINLE55 STEEL WOOD SCREW Eo lb" O.G. •x;t• 21, SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND y Q • m 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE V400D ALTERNATIVE a 1 " O.C. FOR SHUTTER TO BUILDING: 2 - +5 REBAR ;�'u �?,:` 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUT'S ATTACHED TO BLD6. w/ •10x1-I/2 ( W/ WASHERS) �ftih "' ACQ TREATEb. SUPPORTED BY DOUBLE UPRIGHTS, R.O FT AND OVER '^ BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J f •Ni�3 MACHINE BOLT 12"_O.G. 2 SEE FOUNDATION DWS. T% MINIMUM OF -2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 1 FOR 015516N. + ' 5/8" x 12" AB. e4b" OG. w -I •w z W/ FENDER WASHER. 8. PROVIDE FIRESTOPPIN6 AT ALL LEVEL AN EXISTING DWELLIN6 REQUIRING A BUILDING PERMIT tazLL ,•.' .r, x ' PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D w •giRa.n WINDOWS - GLAZED OPENING RO)OFHOUSE BE UPGRADED WITH HARD WIRED 4 Qr0 PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL 200OR BREAKS, $ IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOCORS, WINDOWS INTERCONNECTED SMOKE ALARMS. � w • r O y ASTM E RDIONCE IT ASTM'E MI AND DECKS ETC.. 25. THE NYS CODES ALSO APPLY TO ACCESSORY Q 86 CONTRACTOR MAY USE WOOD STRUCTURAL PANELS HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. y y • u� IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH 11. ARCH17ECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO FOR THE INSPECTION OR SUPERVISION OF AL16M WITH WINDOW JACK P05T5 HEADER + SILL PLATE. SHALL COMPLY W/NYSBC CHAPTER #2304.01.6 PANELS TO BE MAINTAINED ON Silt THIS CONSTRUCTION PROJECT. FEi7ERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Os NF*A' NAILING SCHEDULE FRAMING NOTES �� Yt z ) 4'', 1x953-1 TAKEN FROM 2001 EDITION WOOD FRAME CON57RUGTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d e 4" 6 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d a 12" o.c. BETTER. INTERMEDIATE. ' e SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 21. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" ' JE rN ` RAFTER/TOP PLATE 3-5d (TOE NAILED) MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. 0310 a 0 CEILING JOIST/TOP PLATE 3-5d (TOE NAILED) E.. ALL 5U5FLOORIN6 TO BE APA RATED STURD-I-FLOOR, UT e kio CEILING JOIST/PARALLEL RAFTER "f-lbel (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. AILL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE CEILING JOIST LAPS OVER PARTITION T,16d (FAGS NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CHECKED By COLLAR TIE/RAFTER 2-8d (ea. and 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOORJOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TS GAPLE ROOFS BLOGKINb/R,AFTER 2-Hd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o� RIM BOARP/RAFTER 2-Ibd (END NAILED) 4. ALL HEADERS b'-O" AND OVER SHAILL 8E SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DO TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) DOUBLE UPRIGHTS, ll'-O" ANL7 OVER WITH CONNECTIONS. o TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MARCH 8, 2004 TOP PLATE AT INTERSECTIONS 4-Ibd (FACED NAILED) I, 111111 5TUD/STUD 2-I6d (FACE NAILED) MINIMUM X8 AS SHOWN ONE DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIESS WOOD-I-BEAMS AND w1- NO SCALE HEADER/HEADER Ibd (FACE NAILED) AND FLOOR BEAMS A5 PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/STUD 2-Ibd (END NAILED) a 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET n 1o° o 4,450 BOTTOM PLATE/FLOOR JOIST 2-Ibd (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB \y^ JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) a BRID61NG/JOIST 2-8d (TOE NAIL[._ ) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( 51cylight5, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL IIA '-- -L BLOCKING/JOIST 2-8d (TOE NAKED, stairs etc. ) OR AS NOTED ON DRAWIN65. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" IH SABLE ROOFS BLOCKING/511-1. arTOP PLATE 3-I6d (TOE NAILED,' T', DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR. NOTES T: O o 1oQ G <45 0 LEDGER STRIP/BEAM 5-I6d (PAGE ?!AILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Ia c o 4,5o JOIST ON LED6ER/BEAM 3-8d (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS RECOMMENDATIONS. PROVIDE bd COMMON NAILS 6 W O.O. BAND JOIST/JOIST 5-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED AT HIGH PRESSURE ZONE - 6" o.c. BAND JOI5T/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY HIP ROOFS AT INTERIOR PORTIONS OF ROOF - Ty" PLYWOOD ROOF DECKING Bel ®4" O.G. EDGES, ®8" O.G. FIELD 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. "TECO' OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G,. I SHEET NO, I 1004 0 (So 0 STRIP SHEATHING bd (ONE/RAFTER) PLYWOOD WALL SHEATHING Bd c4" O.G. ED6E5, ®8" O.G. FIELD h. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE bd "J5 • 4" O.G. AT PERIMETER INTERIOR PLYWOOD 5UBFLOOR DECKING Bel ®6" O.G. EDGES; 012" O.G. FIELD BUILDING GORE A5 A MINIMUM. ALL 2X6 STUDS I5. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO PORTIONS OF PANELS 1N HI6H FRE55JRE ZONE5. FACILITATE AS A CONTRACT TION AND SHALL NOT BE - NOTE : a • 4 FT. IN ALL RASES SHALL RECEIVE NAILS NAILS AT SILL AND PLATE. COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL 9E GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. r