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HomeMy WebLinkAbout34828-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34484 Date: 07/28/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 445 CENTRAL DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 106 Block 3 Lot 22 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 22, 2009 pursuant to which Building Permit No_ 34828-Z dated JULY 1, 2009 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 ONE FAMILY DWELLING WITH CONCRETE STOOPS, COVERED CONCRETE STOOP AND ATTACHED ONE CAR GARAGE AS APPLIED FOR .PER ZBA #6201, DATED 10/16/08. The certificate is issued to JAMES & ANTHI GATANAS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0096 04/26/10 ELECTRICAL CERTIFICATE NO_ 131004. 06/28/10 PLUMBERS CERTIFICATION DATED 07/20/10 THOMAS MAFFETONE ut oriz d Si ature 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 I COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34828 Z Date JULY 1, 2009 Permission is hereby granted to: JAMES & ANTHI GATANAS . 22-16 STEINWAY ST ASTORIA,NY 11102 for . DEMOLITION OF EXISTING SFD & DETACHED GARAGE. CONSTRUCT NEW SFD WITH REAR DECK & ATTACHED ONE CAR GARAGE PER APPROVED PLANS & ZBA#6201 at premises located at 445 CENTRAL DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0003. Lot No. -022 pursuant to application dated JUNE 22, 2009 and approved ,by the Building Inspector to expire on JANUARY 1, 2011 . Fee $ 2, 268 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department 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 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: /'�'G I j If House No. Street Ha et` Owner or Owners of Property: it rl'j-e 4 Suffolk County Tax Map 1000, Section I q 6 Block Lot al Subdivision C cm C' Filed Map. Lot: T Permit No. � a b Date of Permit. - I 0 Applicant: f J Cow kc"�S Health Dept.Approval: Underwriters Approval: aA_J) Planning Board Approval: Request for: Temporary Certificate Final Certificate (c eck one) .Fee Submitted:$ 1 C, $ �Appli n igna ure -LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. i 670 MIDDLE COUNTRY ROAD Application No.: 131004 ST. JAMES, NEW YORK 11780 Permit Number: 348282 Block: Lot: (631) 265-3075 Fax(631)265-6057 Section Agent: Double Pole Electric Owner: Gatanas Residence Address: 445 Central Drive Address: PO Box 130 Municipality: Mattituck NY Nesconset NY 11767 License#: dp OwnerPhone Agent: No. ITEM SIZE No. 'ITEM SIZE No. ITEM SIZE 104 Switches: 0 SubFeeds: 0 PooISAbvBIo: 65 Receptacles: 0 Timers: 0 PoolslnGround: 12 GFCI Devices: 0 TransformerIs: - - - 0 Pools-Filter:- 6 Dimmers: 2 ACEquipmentCentral: 30 0 Pools Lights: 114 MediumBaseFixtures: 0 ACEquipmentWindow 3 CO Detectors`. 0 FluroescentFixtures: 0 'MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps-_ 1 RangeOCkT 40 1 Whirl 2 RefrIgUnIts: - ven000p: 0 DryerElectric: 1 Microwave: 0 WalkinBox: 4 ExhaustFans: 0 WaterHeaterElectric: 0 ExhaustUnit: 0 CeilingFans: 8 SmokeDetectors 0 SteamShower: 1 DW: 0 TrackLightingStrip: 0 BreadWarmers: 7 1 Laundry: 0 '` ElectricHeat: GarbageDisp: 2 Heati'ngEquipMotors: FHP'''' 0 PumpMotor: 1 CentralVa'c: ExitSigns 2 Disconnects: 0, ChandelierLifts: y �} _ 1y,M:YKiGrI 0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts: LOCATION OF WORK: ❑d Basemen d❑FirstFloor ❑d SecondFloo d❑ 'Outside ❑ Addition'❑ Survey' / New ConsL =•, Comments New Single Family Residence Rough 2/16/10 Final 6/21/10 Rivera /Additions Temporary Ll OH ❑ UG W Amp: 200 Phase: 1 Volts: 240 WireType: CU Conductor 2/0 . # Meters: 1 Member/.A.E.L Electrical Certificate 131004 Certificate No. LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 6/28/2010 INSPECTOR CONDUCTED AN INSPECTION OF THE Issued to-: Gatanas Residence- VISIBLE PORTION,OF THE ELECTRICAL INSTALLATION DESCRIBED HEREIN AND IS 445"Central=Drive COMPLIANT WITH THE CURRENT NATIONAL ':•t ;; ELECTRICAL CODE. si Mattituck NY Double Pole Electric PO Box 130 Nesconset NY 11767 IAEI Certified Inspector ........... ............... ........I........... .........................................I...................... ...... ...............................I........................... FROM :,. SOUTHOLD TOWN PLANNING B" 'D FAX NO'. : 631 765 3136 May, 16 2001 02: 19PM P1 Town Hall,63095 MaIA Road ce Fax(516) 765-1823 . P. Q. Box 1179 Telephone(516)786-1802 Southold, New'Wek 11971 OFFICE OF THE BUILDING, INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T 1 0 N DATE: 1� /7bG, Building Permit No. Owner: M 1c,ki f (please print) HI-TECHPUIMBING&HEA71NG ENT INC. 700 MAIN RD. . RWMEAD,NY 11001 Plumbelir: 2 631-7229616 (please print) I certify that the soldar Used in the water supply SyStOM contains less than 2/10 of t% lead. umbers Sig at Sworn to before me this 11)D day of �ToLqpp . J, Notary Public, County SPAFFER Notary PVft'SW of New York IOL4111162 QdAWMPAlk County rp Cornj4j�I:Fjon April 30,20 SOUlyolo � g g7- courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,'FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ff LA g0 DATE �� ��� �� ( INSPECTOR OF SOpjyOlo 3 �_F 7 �L7 Z cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. .FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE I r INSPECTOR 1 i SOUjyo�o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING RAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: LA DATE � ��k INSPECTOR ��OF SOUIy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTON [ ] FOUNDATION 1ST [ ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C DATE INSPECTOR YT2 (R�- pF SO(/j�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ IF TION 2ND [ ] INSULATION [ FRAMING TRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ]-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r _ REMARKS: DATE - INSPECTOR ho��OF SOUryo�o �lyCoum�cc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: r DATE ����/� INSPECTOR--` ' �o��pF SOUlyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE � - ® INSPECTOR Of SOUTyO coUMY Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C7L m DATE �� L"� INSPECTORZL �pF so # 4 �o Coul V,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION MARKS: S r a.� DATE INSPECTOR July 27, 2010 James Gatanas 445 Central Dr. Mattituck,NY,11952 To Whom It May Concern: I, James Gatanas, owner of the home at the above address,will install sod or seed to cover the remaining property by the fall of 2010. E C E U E D JUL 282010 BLDG.DEPT. TOWN OF SOUTHOLD Respectfully Yours, AWN J.QATAMAS F13T43Y PUBLIC, rao.o�- � A,.)3 James Gatanas C?",�.�??rlm Ili Qur=E�d0 Cn??,iTy CCU°:.�:S� 3�s�;,$ f'."�t�9a• 5:a g�'aC 1 FIELD INSPECTION REPORT DATE COMMENTS t/"►d FOUNDATION(IST) y FOUNDATION(2ND) z L L rA U ROUGH FRAMING& y PLUMBING l ® x r INSULATION PER N.Y. STATE ENERGY CODE to ' � � � /.��� �� /•t/ Cam. FINAL �• ADDI ONAL EN S l i l OR ov-vv cJ7 un Lo c 0 z ' rn L� — o z G � • C y t tC G H TOWN OF SOUTH U BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPAR NT Do you have or need the following,before applying? TOWN HALL JUN 2 22007910 Board of Health SOUTHOLD,NY 1 971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval BLDG.DEPT. FAX: (631) 765-9504 TOWN OF SOUTHOLD Survey SoutholdTown.NorthFork.net � 't-� �02 Check Septic Form N.Y.S.D.E.C. Trustees •-� Flood Permit Examined I ,2Z Storm-Water Assessment Form i Contact: Approved l ,2009 Mail to: p Disapproved a/c `` Phone: 631—29S — Il Z7 Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date N� j$�`� , 200-7 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 pen-nit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector - issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. GQiL N� (Signature of applicant or name,if a corporation) (Mailing address of appl' ant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 6A",J,q-s (As on the tax roll or 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 willbe done:, House Number Street Hamlet County Tax Map No. 1000 Section /o(, Block 01:. Lot ZZ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended u' e.and o cupancy ofT? oposed;construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building )p Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ���� poo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front. Rear 36 ' Depth 2 � Height / f3`' Number of Stories t' i Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ear LIQV �-6 Depth Height Z�,.'- 6'" Number of Stories Z 9. Size of lot: Front S Rear /1i0' Depth 20 10. Date of Purchase Name of Former Owner u 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES >q NO Will excess fill be removed from premises? YES NOX 14. Names of Owner of premises Koiiwia Address Phone No. Name of Architect fqA.gk­ N*�14 Address e.o,�,,X `t3 ov,-&-Phone No Name of Contractor Address 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 NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: i COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, { (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. BABETTE CORNINE Sworn to before me.this Notary Public, State Of New York day of Le/ 20 -�9 No. 01 C05792800 Qualified in Suffolk county Commission Expires Notary.Public Signature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 30, 2008 TO: Architecnologies (Gatamas) PO Box 93 Mattituck,NY 11952 Please take notice that your application dated May 16, 2008 For permit to demolish an existing single family dwelling and accessory garage and construct a new single family dwelling and accessory garage at Location of property: 445 Central Drive,Mattituck County Tax Map No. 1000 - Section 106 Block 3 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 10,666 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states that non-conforming lots, measuring less than 20,000 square feet in total size, are allowed a maximum lot coverage of 20 percent. The proposed construction notes a total lot coverage of 23.5 percent. This Notice of Disapproval was issued based on a survey,last dated May 15,2008, by John Metz r Autho ized gn ture Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 30, 2008 AMENDED: July 1,2008 TO: Architecnologies (Gatanas) PO Box 93 Mattituck,NY 11952 Please take notice that your application dated May 16, 2008 For permit to demolish an existing single family dwelling and accessoLy garage and construct a new single family dwelling at Location of property: 445 Central Drive, Mattituck County Tax Map No. 1000 - Section 106 Block 3 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 10,666 square foot lot,with two front yards, in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states that non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet, and a minimum rear yard setback of 35 feet. The proposed construction notes a front yard setback of 27.5 feet(Inlet Drive) and a rear-yard setback of 22 feet. This Notice of Disapproval was issued based on a survey, last dated May 15,2008, by John Metz a ed on July 1 2008 following an updated survey dated June 20 2008. orized nature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. �- .,APPEALS BOARD MEMBERS �OF so Mailing Address: Gerard P. Goehringer, Chairman �p� ��� Southold Town Hall 53095 Main Road •P.O. Box 1179 Ruth D. Oliva Southold,NY 11971-0959 Jants Dinizio,Jr. G • Office Location: Michael A. Simon O� a� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman ycouff , 54375 Main Road(at Youngs Avenue) Southold,NY 11971 ` http://southoldtown.northfork.net 2caa ZONING BOARD OF APPEALS O lu Z TOWN OF SOUTHOLD Tel (631)765-1809•Fax(631)765-9064 FINDINGS, DELIBERATIONS, AND DETERMINATION MEETING HELD OCTOBER 16, 2008 ZBA# 6201 - JOHN GATANAS, Applicant PROPERTY LOCATION: 445 Central Drive, Mattituck CTM 106-3-22 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 further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's property is a non-conforming 10,666 square foot lot in the Residential R-40 District, improved with a single-family dwelling and a detached garage.. The lot runs 65 feet along the south side of Central Drive,.95 feet along the east side of Inlet Drive, 90 feet along the southern boundary, and 120 feet along the eastern boundary. BASIS OF APPLICATION: Request for a Variance under Section 280-124, based on the Building Inspector's amended July 1, 2008 Notice of Disapproval concerning a new dwelling and accessory garage, after demolition of the existing dwelling. The new construction is proposed at less than the code-required minimum front yard setback of 35 feet and less than 35 feet from the rear lot line. RELIEF REQUESTED: The applicant seeks variances to construct with a reduced front yard side setback of from 35 feet to 27.5 feet and with a reduction of the rear setback from 35 feet 22 feet, at its closest points. "REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections, the Board makes the following findings: 1. Town Law § 267-b(3)(b)(3)(1). Grant of setback variances will not have an adverse environmental effect on the character of the neighborhood or be a detriment to nearby properties. The house has two front yards and faces the street from which the setback is conforming. The property is screened by hedges from Inlet Drive on the nonconforming side. 2. Town Law § 267-b(3)(b)(2). The benefit of a larger and more modern house in place of one that is to be demolished cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The lot is narrow and the proposed house will conform to the eastern side set back and be less than 48 feet wide. Page 2—October 16, 2008 ZBA#601—John Gatanas CTM 106-3-22 3. Town Law § 267-b(3 () b)(3). The variance relief is not substantial. The setback proposed for on the second front yard is 7.5 feet, or 21% of a reduction. The proposed rear yard setback, while it is 13 feet or 37%, is the result of a new attached garage which will replace an existing accessory garage that currently exists at less than five feet from the rear lot line boundary. 4. Town Law Section 267-b(3)(b)(5). The need for a variance was self-created only so far it is a result of a decision to replace a smaller house with a larger one on a narrow lot. 5. Town Law Section 267-b(3)(b)(4). No evidence has been submitted to suggest that grant of this relief will have an adverse impact on physical or environmental conditions in the neighborhood. 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new house with garage on his property, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Weisman, and duly carried, to GRANT the variances as applied for, as shown on the December 19, 2007 survey, amended June 20, 2008 by John T. Metzger, and Construction Drawing#A-1,A-4, and A-4.1 dated 7-17-08. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Vice Chairwoman), Dinizio, Simon and Weisman. This Resolution was duly adopted (4-0). Chairman Goehriinnger was absent. Ruth D Oliva, Chairwoman 10/7- /2008 Approved for Filing da y Town. : if Southold . g Erosion, Sedimentation & Storm-Water Run-.off ASSESSM ENT FORM PROPERTY LOCATION: " S.C. :#: 1 ` T.M THE FOLLOWING'ACTIONS MAY REQUIRE THE SUBMISSION OF A. -/o b 03. Z!z— STORM=WATER,GRADING;DRAINAGE AND EROSION CONTROL PLAN District Section . Block Lot . CERTIFIED BY A DES'IGN'PROFESSIONAL IN THE OF NEW PORK" —-—————-————————--—---———.—— ——————————--——-————— — Item Number. (NOTE: A Check Mark(./)for each Question is Required for a Complete Application) Yes' No Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? — (This item will•include all run-off created by site clearing and/or construction activities as well as.ail.Site a Improvements and the permanent creation.of impervious surfaces.) 2 Does the.Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? �( This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl•. — El .3 Will this Project Require any Land Filling,Grading or Excavation where'there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within.any.Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of. Five Thousand(5,000)Square Feet of.Ground Surface? a . AN . 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100').feet of a Wetland or Beach? _ a 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen.(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? _ 7. vifill Driveways,Parking Areas'or other Impervious Surfaces be Sloped to Direct Stotm-Water Run-Off into and/or in the direction of a Town right-0f--way? a $ Will this Project Require the Placement of Material;Removal of Vegetation'and/or the.Construction of any Item Within the Town.Right-of:Wayor Road ShoulderArea? El . (This,item will NOT include the Installation of Dr!veway'Aprons.) 9 Will this Project Require.Site Preparation within the One Hundred(100).'Year Floodplain of any Watercourse? NOTE: If Any Answento Questions'One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, — Drainage&Erosion Control Plan is.Required and Must_be Submitted for Review Prior-to Issuance of Any Building permit!_ — EXEMPTION! Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a.Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required!- STATE.OFIVEWYORg, : ------—.-----------•----- COUNTY OF.. ToVl(' .................... :SS That I:...::........:. . Ih ••••9••:g••••••••••. ••...: .being duly sivorn,deposes,and says at he/she is die applicant for Petinit, (Name of individual signing Document And that he/she is.the �.(I� }2T........... . .......................... .......:........... ..... ..... ..... . (Owner,Contractor,Agent;Corporate Officer,etc.) . Owner and/or representative of the Owner of Owners,and is duly authorized to perform or have performed the said work and to make and'file'this application;that all statements.coritained 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 herewith: Sworn to before me this; N TT CO E BABE E. RNIN day of.......... . ... �9 Notary Public, State Of New York . ......... . ... ... ........ ............................ 20..... No. 01 C05792800 Notary Public: :......:.G � .fif! L ,�L��3G aUi p Qualified In Suffolk County Expires. ��....- .........:............. ............. (Signature of Applicant) ,....FORM - 06/07 ITECNOLOGIES ARCBMM URE PLANNING CONSTRUCTION SERVICES 13405 Main Road,Mattituck, New York 11952 631.298.1129 fax:631.298.1128 P.O.Box 93 June 24, 2009 Town of Southold Building Department Southold, N.Y. 11971 Re: S.C.T.M. # 1000-106-03-22 Mr. & Mrs. Gatanas 445 Central Drive Mattituck, N.Y. 11952 To Whom It May Concern, As per your request the proposed Gatanas Residence will contain the following drainage system to adequately contain a 2" rainfall: Roof Area- 2533 sq.ft. x .167 = 423 cu.ft. Provide four (4) new 4' high basins to provide 600 cu.ft. Please feel free to contact our office at 631-298-1129, or mail to: Frank Notaro, R.A. P.O. Box 93 Mattituck, N.Y. 11952 Sincerely Yours, Frank Notaro, R.A. pFREC� E� WE JUN 2 4 2009 BLDG.DEPT. TOWN OF SOUTHOLD BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:6 090610 *Date ReviewedZIZ106/0? Applicant: -�A'( L-2,4 Owner: Qdl'l�� �- P"Y�` 1 j Arc baCC-A,--;;1hitect/Engineer: 0 Estimated Cost:o?5-6 SCTM# 1000- [06P - Subdivision: Zone: Conforming? AID Property Address: (414� City: Pre COs? Building Permits (Open/Expired): BP -z/C/o z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/,0 Z- ,Info: Single & Separate Search Required? Y orW/Determination: ' REQ. Lot Size: " 0 D�� CT. Lot Size: )b b Cp Co REQ. Lot Cov.(90 ACT: Lot Cov. �S REQ. Fro ACT. Front ,d REQ Side ACT. Side %.� REQ. Rear L3,5 PROP. Rear�� REQ. Heig ,S ACT. Hei tCO // Project Description: ' lL 'S'f'( S F- Ca- E W Gt.�A IC6t) Waterfront? Y or If yes, water body: Panel# � Flood Zone: A Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED `)Suffolk County Healtho. or N - If yes, *Bed#: *Date: /�/��/Od*Permit#: j?J0 -08 -06p1�Town Septic: -or I - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or Date: / / . ' Permit#: or NJ Letter- Notes: Southold Trustees: Y orX-'-"Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: r N - Date: a-41jiPermit#: _- Nottes: Southold Planning: Y or/ bate: _/ /_ Permit#: -Notes: Town Landmark C of A: Y or VD/TE: / / *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: Calculation: Foundation: F ��� . SF 1. SF)- SF)- `-t a3� SF X First Floor: OJ SF + Initial Fee: $ a60, 0d SecondFloor: o SF + Additional Fee ( �: $ Other: 10 l �OX SF 2. ( ��Jb� SF)- ( 3Do SF)= 10 OW SF X $ Total: SF + Initial Fee: $ W U(� + Additional Fee ( ): $ TOTAL: $ 02 0 ' I ' NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAP C DESIGN CRITERIA: . J Ground Snow Load: 45 Wind Speed; 120MPH Seisnuc7Decay: sign Category:B Weathering: Severe ✓ -Frost Depth: 36" Termite: M-�H S-M Design Temp: 11 U Ice.Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: r TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERS RESCRIPTIV FULL FRAMING DESIGN ELEMENTS.gK f HEADERS: Y11N WALL STUDS:J� GIRDERS: /N CEILING JOISTS.: kIN FLOOR JOISTS: Y/N ROOF RAITERSJ'/N, LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD-CALCULATIONS: .LIVE: ION DEAD: P/N SNOW: PN SEISMIC: &N ''IND:t7/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: YDN EGRESS 5.7 S.F.:M/N e .LIGHT 8%: QIN 1 J VENT 4%: NAILING/CONSTRUCTION SCHEDULE: YiN MEANS OF EGRESS:( 'N �� P LUMB ING RIS ER D IAGRAM: LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN r CERTIFICATIONO/N . . ENERGY CALCS&N TOTAL COMPLIANCE? /N (RETURN TO PAGE 0NE) 4 RESchec&Software Version 4.2.2 Compliance Certificate CNJ( Project Title: Gatanas Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 445 Central Dr. John Gatanas Frank Notaro Mattituck,NY 11952 207-12 27th Ave. Architecnologies Bayside,NY 11360 13405 Main Rd. P.O.Box 93 Mattituck,NY 11952 631-298-1129 architecnologies@yahoo.com Compliance: Compliance:15.6%Better Than Code Maximum UA:733 Your UA:619 AssemblyGross Cavity Cont. Glazing UA D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1520 19.0 38.0 26 Wall 1:Steel Frame, 16"o.c. 3400 11.0 21.0 99 Window 1:Vinyl Frame:Double Pane with Low-E 30 0.330 10 Window 2:Vinyl Frame:Double Pane with Low-E 30 0.330 10 Window 3:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 4:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 5:Vinyl Frame:Double Pane with Low-E 19 0.330 6 Window 6:Vinyl Frame:Double Pane with Low-E 3 0.330 1 Window 7:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 8:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 9:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 10:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Window 11:Vinyl Frame:Double Pane with Low-E 5 0.330 2 Window 12:Vinyl Frame:Double Pane with Low-E 5 0.330 2 Window 13:Vinyl Frame:Double Pane with Low-E 15 0.330 5 Window 14:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 15:Vinyl Frame:Double Pane with Low-E 25 0.330 8 Window 16:Vinyl Frame:Double Pane with Low-E 25 0.330 8 Window 17:Vinyl Frame:Double Pane with Low-E 12 0.330 4 Window 18:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 19:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 20:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 21:Vinyl Frame:Double Pane with Low-E 11 0.330 4 Window 22:Vinyl Frame:Double Pane with Low-E 14 0.330 5 Window 23:Vinyl Frame:Double Pane with Low-E 14 0.330 5 Window 24:Vinyl Frame:Double Pane with Low-E 44 0.330 15 Window 25:Vinyl Frame:Double Pane with Low-E 22 0.330 7 Door 1:Glass 44 0.310 14 Door 2:Glass 32 0.310 10 Project Title: Gatanas Residence Report date: 06/16/09 Data filename:\\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page 1 of 7 Door 3:Solid 18 0.310 6 Door 4:Glass 32 0.310 10 Door 5:Solid 18 0.310 6 Basement Wall 1:Solid Concrete or Masonry 1689 17.0 9.0 257 Wall height:8.0' Depth below grade:5.9' Insulation depth:2.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1689 11.0 21.0 47 Boiler 1:Other(Except Gas-Fired Steam)80 AFUE 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 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this 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 Code. zz ame-Title Si nature Date Project Title: Gatanas Residence Report date: 06/16/09 Data filename:\\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page 2 of 7 CREScheck Software Version 4.2.2 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Steel Frame,16"o.c.,R-11.0 cavity+R-21.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/5.9'bg/2.0'insul,R-17.0 cavity+R-9.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Vinyl 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: ❑ Window 2:Vinyl 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: ❑ Window 3:Vinyl 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: ❑ Window 4:Vinyl 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: ❑ Window 5:Vinyl 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: ❑ Window 6:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7:Vinyl 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: ❑ Window 8:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: Project Title:Gatanas Residence Report date:06/16/09 Data filename:\\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page 3 of 7 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9:Vinyl 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: ❑ Window 10:Vinyl 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: ❑ Window 11:Vinyl 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: ❑ Window 12:Vinyl 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: ❑ Window 13:Vinyl 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: ❑ Window 14:Vinyl 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: ❑ Window 15:Vinyl 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: ❑ Window 16:Vinyl 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: ❑ Window 17:Vinyl 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: ❑ Window 18:Vinyl 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: ❑ Window 19:Vinyl 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: ❑ Window 20:Vinyl 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: Project Title: Gatanas Residence Report date:06/16/09 Data filename:\\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page 4 of 7 0 Window 21:Vinyl 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: ❑ Window 22:Vinyl 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: ❑ Window 23:Vinyl 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: ❑ Window 24:Vinyl 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: ❑ Window 25:Vinyl 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: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: ❑ Door 3:Solid,U-factor:0.310 Comments: ❑ Door 4:Glass,U-factor:0.310 Comments: ❑ Door 5:Solid,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-11.0 cavity+R-21.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):80 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 are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Project Title:Gatanas Residence Report date:06/16/09 Data filename:\\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page 5 of 7 b Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Lj All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Lj Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers 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. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title:Gatanas Residence Report date: 06/16/09 Data filename:\\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page 6 of 7 'Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 2.0" 2.5"to 4" Heating Systems Low Pressurelfemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 I M 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Gatanas Residence Report date: 06/16/09 Data filename:\\Computer-a\office projects\GATANAS\Gatanas_rescheck.rck Page 7 of 7 N SURVEY OF PROPERTY ft;Ir 44 _ A T MA TTIT UCK TO WN OF SO UTHOLD ��"4' � SUFFOLK COU NTY UNTY NY IE 1000-1-06-03-22 PROPOSED SEPTIC SYSTEM TAW IE� I «� T. DWELLING 1NTH pU&IC WATER SCALE.' 1'=3O' f 4 BEDROOMS I « DECEMBER 19 2007 11),LEACt,WK3 POOL 8'0 x 12 DEEP WITH X 94M MUM j/ , 3' CLEAN UW COLLAR REMOVE 3' OV � May 7, 2008 (PROP. HSE.) 'SACMA �1L DOI!'M TO SAIGD SP AND, , B• D JMAY UNEI2p 2008, 2008f(HOUSE��RAd�f BACI ALL WITH CLEAN SAA0 SW 0) /O a,X PR9CAST-SEPTIC'TAW -� -r- J 14rE-LING WITH PUBLIC WA r TER' EXISTLNG Q OLS TO RMOVED OR I SAND VACANT FO.LED III GR. 9'I EL 23•s MOW FW SAM SP ,� TJ4L DRIVE EL 4a wA TER hV STREET EDGE , RA alT unurY T 65.00' �--- _ _ o£R ..AD LOT COVERAGE TEST HOLE DATA tZ '�®• w�RES "��. E 40 r HOUSE t 6�9 sq.il. McDONALO 17, 200 ENCE 4JN GARAGE 247 sq./l. DECEMefR r� 2oD� DARK BROWN LOAM OL ,� �, L 0�- l5$ Lp a 4 e DECK d STOOP 175 sq.It. 1• IC 0 2002 sq.ft. BROWN CLIYEY SAND SC NEW 20821 10666 = 19.5i CI F. TUJVED TO BE S > Q -PALE BROWN SILT ML '.j O O CO BROWN SILTY SAND SW lT , 14' D11'ELLING 1hTN Ar q•Pt/6'I1C WATER �` tt 1 1r . BROWN SILTY SAND wt7N HEAVY GRAL£L sM - ✓pe PROP HSE LOT 156 18' ` BROWN SILTY SAND SN 'g FIIJISHFrp FLOOR a Dk'ELC/NG WITH PURL/ pp~�1 .DEL: qq'o )a x WA TER--- 2J' 7. W AAFA BROWN FWE SAND SO "�! O OF( �' b RA/ JJ' y '_ � r ... Rf,1°IlE•°paw - D$CIC . 3 I • _ J � + � ►") GAR � i 2 F.F. 42� O I am familiar with the STANDARDS FOR APPROVAL avar wAcc 149! AND CONSTRUCTION OF SUBSURFACE SEWAGE v�j DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 0"T10 AVveWAY To eE ' aa�s7�ve sA TO and will abide by the conditions set forth therein and on the` ¢=. F — "°V� `� �"D"°' permit to construct. 4(XE tea• a JE Elevations referenced to an assumed datum. N86'1�0 304 ac F pF NEW), 3 W 90.00 FE I EL ra,' ��•(�G 0 o.Zs Co � � ME 7 �- The location of we/Is and cesspools shown hereon are v � � from field observations and or from data obtained from others. LOT 165 m 0►fELL/NG 1147hr PUBLIC WATER LOT 164 ANY ALTERATION OR A001 I10N TO THIS SURVEY lS A VIOLA 1lON OF SECTION 7209 OF THE NEW PORK STATE EDUCATIOA_LAW. VACANT EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIF7CATIONS .t..HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONL Y IF. NO. 49618 SAID MAP OR COPIES BEAR THE-TIMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. , i (631) 76 �L�c6t „1) 765-1797 L 0 T NUMBER i REFER TO BLOCK 12 MAP OF "CAPTAIN 5—P.O. BOX 909 AREA-10,666 80. Fr. KIDD ESTATE.;" FILED IN THE SUFFOLK COUNTY CLERK'S 12JO TRAVELER STREET... OFFICE ON, 1NUARY 19, 19491 AS FILE' NO. 1672. SOUTHOLD, N. Y. 11971 07—;?e fry K SURVEY OF PROPERTY HSE A T MA TTIT UCK „n. 44 TO WN OF SO UTHOLD � 'E �` �- TO CO UNT�; N. Y. � P r~�A�. ,r .� I 1000-106-03-22 _ I DWELLING WITH PUBLIC WATER SCALE: 1 —3O PROPOSED SEPTIC SYSTEM ' E J8 --- I DECEMBER 19, 2007 POOL UI LEA POOL e'0 _ 16' DEEP WTH /6�X SAAV CauR May 7, 2008 (PROP. HSE..), 3' CLEAN SAAO COLLAR, REMOVE B' e,0 MAY 15, 200d PLOT ^C•.'F.'�A�,�� MATERIAL DOWN TO SAAV SP AAD • JUNF" BAOOFXL WITH CLEAN SAl�p SW 's' J DWELLING WIT!•/ PUBLIC WATER f/I 150C GAL CYLINDRICAL SEPTIC TANK —� —if t . SEP T- 30i 20111 iSEW .S! M.` EXISTING CESSPOOL TO BE FILLED W I SAND VACANT OR REMO'✓Fig GR EL BROWF/IE S 3t r 47.5' (iL'/lY l RAL sit• a "€ ? ,r F s^;' '� �S��I must .3n �B DRIVE EL. 409 Abard //_ • a 3 P LIC WA T.' 1aha, F3.`-•l^�:.L ..y -...h yc,'4. is L-]LG Submit 1 0�3 TER OV STREET �f3 a5IFZw•ae� sUA VCr�, ik . s q . EDCE Of'PAIENT CO3� �01ll"_6� � ��d r oa• HEAR T�`� �aC'zCq.CC 5 U77UTY Coi3 j-j ZPART �� � P�_�S86170°30"E C , ()F ��,©i:5 . — V�O _ — OIFRHEA _ tz 4a B' HEDGE ° LOT COVERAGE TEST HOLE DATA a ���er,c .7- ' s�tz,tlaa I tz 40.7• HOUSE 1659 sq.tt. Mc00NALD GEOSCIENCE - FED— GARAGE 247 sq.11. DECEMBER 17, 2007 �� ' 4.3'N t �� ( ,_F, r ®o 0.'�1 �13 200. LP 1&5 E o.4E DECK d sroo� !;s SggJ DARK BROWN LOAM OIL I �-�,�, F�J � __ "�y` � 2082 sq,1•. 44 I� 2082/ ,OF6G /9.5 BROWN CLAYEY SAND SC �J F PRWS J' f\r i {1 I 3 ! O 3EM rN�-fOUtF_ T U BE ST fla O PALE BROWN SILT ML i^t3 ['3a1�`d�iJi �,9 ®� "�1 O O F-,XC�VATJ0i �a ��®i ®R�`�E OF 1%PPP1�flVAL BROWN s1L rr SAND SM � F>srrrc 1 i8' 12.4• "17• A �� ��.����'��1-4 ��'�������� DWELLING WITH PUBLIC WATER x wrElt sEswcF PROP HSE BROWN SILTY SAND W17H HEAVY GRAVEL SW w ' ' 15• 2 LOT 156 BROWN SILTY SAND SW FINISHED FL00 DWELLING WITH PUBLIC WATER --- id' �i � 273• �q � a DEL. 44 v -)3' 23' 2' .41 ArRFA OF I v, -- �.Q E) ii w BROWN RNE SAND SP A VM DECK - PERM PRW GAR J ♦ � °a �3: Z F.F. 42L' eRicK I am familiar with the STANDARDS FOR APPROVAL �. — wAU 1s• �, AND CONSTRUCTION OF SUBSURFACE SEWAGE Exlsrwc°R/vEw,,r �o�, ��B�2 ,o �� �. C� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES REMovE� dE RE7A7Vty e,, CO.� �awMENr and will abide by the conditions set forth therein and on the 404 u � FE permit to construct. f EL 4aD• H®„ cLF O.3'�axs FE J EL J8.1 ' N86'1')0 30 Elevations referenced to an assumed datum. 3 W 90.00' 02s OF NEW The location of wells and cesspools shown hereon are v �P�V h�ET 0�� from field observations and or from data obtained from others. m �j LOT ATER ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION D►tiELL/NG W17H1 PUBLIC W VACANT LOT 164 *s � • ° OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ( EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS _„ ,~= Y.S L C. NO. 49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F 2 ECO SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (6 31) 1� 765-1797 WHOSE SIGNATURE APPEARS HEREON. LOT NUMBERS,REFER TO BLOCK 12 MAP OF "CAPTAIN P.O. BO ry gUf ���A=10 666 SQ. �. a KIDD ESTA MSS FILED IN THE SUFFOLK COUNTY CLERK'S 12JO TRA I L ET OFFICE ON J.41��UARY 19, 1949 AS FILE NO. 1672. SOUTHOLD, N. Y. 11971 07-227 LOT AREA = 10,666 SQ. FT. 79 p EC EE WE NOV 4 2009 BLDG:DEPT. �( TOWN OFSOUTHOLD CENTRAL DRIVE W S 86'00'30"E 65.00' �x— FC rR0' l 4.1'N 7' GO 1.o'E ao 0 0 15.2' EN 47.3' W U-) O O (� to FOUNOAnON N W •'�I m w Z) o ID z JV' E'" i. o o w � �' -`� ►4 F-) rn 0 av .� 19.0'" = O N.y Z 2 7.5' u N FC FD FC p.2:Sy fence MON 0.3�`' 0.2'E chain link N 86'00'30"W 90.00' LOT NUMBER 165 10-26-2009 FOUNDATION LOCATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON_ FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 09-202 FILE No. CAPTAIN KIDD ESTATES INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS. POOLS, PATIOS, RANTING AREAS, ADORON TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAUTHORIZED AL1ERAnON OR ADORION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 155 7209 OF THE NEW YORK STATE EDUCATION LAW. MAP OF CAPTAIN KIDD ESTATES, BLK 12 GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SITUATED AT MATTITUCK SURVEY is PREPARED. AND ON HIS BEHALF TO THE TTTTE COMPANY. GOVFRNME NrAL AGENCY AND LENDING INSfTWON LISTED HEREON, AND TO THE AS90NEES OF THE LENDING INSTRUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADOMGNAL INSRTUDONS TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 9-25-2009 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. 1672 DATE 1—19-1949 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-106-3-22 DISK 2009 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E LOT AREA = 10.666 SQ. FT. CENTRAL DRIVE S 86'00'30"E 65.00' X_ 1 FC 1.0 L=39.r27' a E at 34' roofed over 30' p masonry 39' 20. p stoop O 15.2' N W _ 17.0' 17.0' c0 l O Tb7 2 STY FR rn IY DWELL N Q� L 9.9' O — Z rLi 23.0' rr, 0) i� 10.5 Ce w O O e 0) ;? O pdrive co gar '� masonry c F� Z ^19.0' M stoops c° O 27.5 _ N FC N FF�. 0.2$ 0.3S 0.5Wfence C�? MON 0.2'E rp,,, : a1,1; chain link ``T N 86'00'30"W 90.00' LOT NUMBER 165 ` C1 Z _.,. NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. 4-15-2010 FINAL SURVEY 10-26-2009 FOUNDATION LOCATION THE OFFSETS.(OR DIMENSIONS) SHOWN HEREDN FROM -THE RIIUCIIRES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE AM NOT JOB No. 09-202 FILE No. CAPTAIN KIDD ESTATES INTENDED TO GUIDE THE EFIECTiON OF FIENCIES, RETAINING WADS. POOLS. PATIOS, PLANTING AREAA ADDITION TO BU1U3NGS OR ANY OTHER CON SURVEYED FOR UNAJHHORIZED ALTERATION OR AMMON TO TM SURVEY IS A VIOLATM OF SECTION LOT NUMBER 155 72M OF THE NEW YORK STATE EDUCATION LAW. MAP OF CAPTAIN KIDD ESTATES, BLK 12 GUARANTEES INDICATED HEREON SHAM RUN ONLY TO THE PERSON FOR WHOM THE SLRRVEY IS PREPARED.AND ON HIS BIERALF M THE TIME COMPANY. GOVERNMENTAL SITUATED AT MATTITUCK AGENCY AND LENDING INSMIMON LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSIInON. GUARWrEES ARE NGi'TRWSFERABLE TO ADDTrONAL INSMWKINS TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. OR SULSEQUEN'T OWNERS COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEA. OR SCALE 1" = 30' DATE 9-28-2009 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. 1672 DATE 1-19-1949 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-106-3-22 DISK 2009 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR _ � r P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, C N.Y. TIC. No. 048992 NEW 631 902 —469 ECEI V E® HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E APR 2 3 2010 Rl1_1F F.00, HrA1.T;S�E R�,T0E-3 �G ---- ----------------------- ----- DO NOTE: W GENERAL NOTES D O O R S C H E D U L E ELECTRICAL LEGEND WINDOW SCHEDULE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL ` u CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, FIRST/SECOND FLOOR- EXTERIOR DOORS -ANDERSON ALL WINDOWS TO BE ANDERSEN 400 SERIES. CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. I 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDAhVCE WITH THE RULES & Coll STATE & LOCAL BUILDING CODES AND ORDINANCES. DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: REGULATIONS OF THE N.Y.B.F,U. AND A CERTIFICATE FROM THE N.Y.B.F,U. FIRST FLOOR O IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED 1 EXT. 6'-0" 7'-0" T.B.D. LEFT FOYER THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL ROUGH ROUGH ` U INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES ALLOW$3 OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ANDERSEN REFER. NO. WIDTH HEIGHT OPENING OPENING QUANTI MISC. NOTES D RAW I N G LIST OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. ,500 ALLOWANCE. INSTALLED BY CONTRACTOR ALL SWITCHES AND RECEPTACLES TO BE LUTRONI, DECORA COLOR T.B.D. A Z 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND O2 - 6-8 MASONITE DBL. SWING FOYER CL. RECESSED DOWNLIGHTS TO BE CUSTOM OR APP. EQ. TRIM -WHITE. O CUSTOM 1 _ CONDITIONS ON THE: JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY OU "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE B CX245 5'-3 1/4" 4'-5 3/8" 7 CASEMENT/EGRESS VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWIITCHES FOR ALL RECESS, A-N DRAWING NOTES/PANEL PLAN O 4. THE CONTRACTOR SHALL SUPPLY,ALL LABOR AND MATERIAL SHOWN O3 " 6'-8" METAL CORE I LEFT FOYER/BASE, DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. D)EVICES WITH CLIENT. ® CUSTOM 5'-3 1/4" 1'-2" 4 TRANSOM O >. ONO ON THE DRAWINGS UNLESS OTHERWISE NOTED. A-D DEMOLITION PLAN 1 1/2 HR.,F.P.S.C. JELD-WEN CAMBRIDGE SERIES © CX135 2-8II 3'-5 3/8" 1 CASEMENT/EGRESSA_0 FOUNDATION PLAN � Z � 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING N AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 4 2'-6" 6'-8" MASONITE LEFT M. BEDROOM DUPLEX ELECTRICAL RECEPTACLE CUSTOM 2'-8" 1'-2" 1 TRANSOM ¢ C-) o ® A-i FIRST FLOOR CONSTRUCTION PLAN '� � "c " BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO �pp DOUBLE DUPLEX ELECTRICAL RECEPTACLE � p"I .� � TO ALL APPLICABLE CODES. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE �Sc DUPLEX SEPARATE CIRCUIT RECEPTACLE D CX235 S-3 1/4" 3'-5 3/8" 2 CASEMENT/EGRESSA-� . 1 FIRST FLOOR DECK FRAMING PLAN 1 \ W 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS 5OPAIR 3'-0" 6'-8" MASONITE DBL. SWING M. BEDROOM ® CUSTOM 5'-3 1/4" 1'-2" 1 TRANSOM RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL (VGFI DUPLEX RECEPTACLE/GROUND FAULT INTERIRUPT A-2 SECOND FL. CONSTRUCTION PLAN INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE �FL• DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE CX145 2'-8" 4'-5 3/8" 9 CASEMENT/EGRESSa U N THIS CONTRACT UNLESS OTHERWISE NOTED. A-2. 1 SECOND FL. DECK FRAMING PLAN 17 O6 1 2'-6" 6-8" MASONITE POCKET DR. M. BEDROOM $ WALL SWITCH ® CUSTOM 2 8" 1 2" 1 TRANSOM � � o 00 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES A-2.2 SECOND FL. CEILING FRAMING PLAN CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE $3 3-WAY WALL SWITCH 4-WAY WALL SWATCH Fo CX125 - 2W 5'-4"V.I.F. 2'-4 7/8" 2 CASEMENT U ci p -, BY THEIR INDIVIDUAL.TRADES UNLESS OTHERWISE NOTED. A-2.3 ROOF FRAMING PLAN �� a O 2'-4" 6'-8" MASONITE POCKET DR. M. BEDROOM $DS RECESSED DOOR ACTIVATED SWITCH ® CUSTOM 6'-1 5/8" V-2" 1 TRANSOM 8. ANY "EXTRAS" FOR; ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL ����� 110 � �' RECESSED DOWNLIGHT (100W) LIGHTOLIER OR APP. EQ. A-2.4 ROOF PLAN \�\` ,..\` CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE HO CX145 - 3W 8'-0"V.1.F. 4'-5 3/8" 1 CASEMENT/EGRESS\\ 0 OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. " " \ � `� E EXTERIOR RECESSED DOWNLIGHT (100W) LIIGHTOLIER OR APP. EQ. \ ��\ O ® A-3 BUILDING SECTION \� o`;�\, 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL O 2-4 6-8 MASONITE LEFT M. BATHROOM CUSTOM 8-0 V.I.F. 1 -2 1 TRANSOM \ �� �`� \'.ic"\ \\\ .� \`� PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. CEILING MOUNTED JUNCTION BOX A-4 BUILDING ELEVATIONS \ \ \\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE �B 11 CUSTOM 6 1 5/8 1 2 1 TRANSOM Rw .\WALL MOUNTED JUNCTION BOXR\: O9 2--0" 6'-8" TEMP. GLASS RIGHT M. BATHROOM J CW235 4'-9" 3'-5 3/8" 1 CASEMENT/EGRESS A-4 . 1 BUILDING ELEVATIONS \\\���,.��; 1 O. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONTT. GRADE OR EQ. �B OON WALL MOUNTED DUAL SPOTLIGHT 1 „ A-5 PLMB. RISER DIAG. NAILING HED \ \\\\\ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. SHOWER DOOR FRAMELESS WITH BRUSH CHROME HINGES. �B O CUSTOM 4-9 1 -2 1 TRANSOM \\ `� \\ / SC "IM \ \ \ \' ,. .` .\: � IND ... N\ \ \, � :,�..,\\ 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL 10 EXT. 6'-1 5/8" 6'-10 1/2' MARVIN-6068 SLIDER LIVING ROOM NEW CEILING MOUNTED JUNCTION BOX FORT SURFACE FAN/LIGHT K CUSTOM EYEBRO WINDOW: 1 A-6 ENERGY CALCULATIONS :�� \`m.`N og�\\\, WORK SUCH AS BUT" NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS O WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. \� .\ , AND STEEL WORK, ALL SHOP DRAWIrNGS NEED THE APPROVAL OF THE MARVIN - "ULTIMATE SERIES" APPROX. '-6"W. X 1'- " H. ARCHITECT PRIOR TO PROCEEDING\WITH THE WORK. NEW CEILING MOUNTED JUNCTION BOX FOR; RECESSED EXHAUST 11 EXT. 6'-1 5/8" 6'-10 1/Z MARVIN-6068 SLIDER PASSAGE EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. MARVIN - "ULTIMATE SERIES" aT NEW TELEPHONE RECEPTACLE 12 2'-4" 6'-8" MASONITE LEFT POWDER RM. do NEW CABLE TV RECEPTACLE (TO BE WIRED T(O CENT. CONTROL BOX) PLUMBING FIXTURE LIST : INTERIOR/EXTERIOR TRIM : NOTE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE Q ST NEW STRUCTURED CABLE (TO BE WIRED TO (CENT. CONTROL BOX) 13 ®SD 2'-4" 6'-8" MASONITE POCKET DR. KITCHEN SMOKE/CARBON MONOXIDE DETECTOR: TO EBE WIRED TO CENTRAL BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) INTERIOR WIndsorONE CLASSIC COLONIAL ��W PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE CONTROL BOX. TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA BASE MOLDING : WOBM001 CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE SINKS: THOREAU UNDERCOUNTER LAVATORY- K-2907-4U WINDOW SILL: .(PICTURE FRAME VERIFY W/OWNER PRIOR TO ORDER. ` U DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY 2'-8" 6'-8" METAL CORE LEFT GARAGE ®pB NEW DOORBELL SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G WINDOW& DOOR CASING: WOBB001 , WOCS001 14 WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S3.C, SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 CROWN MOLDING: WOCM001 -VERIFY WITH OWNER FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" PROVIDE CUSTOM SHOWER PANS VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. Z PROV. ALL NECESSARY PLUMBING VENTS ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS 15 3'-0" 6-8" METAL CORE I LEFT GARAGE NOTE: SHOWER BODIES BY"KOHLER" OTHERWISE NOTED. 0 1 1/2 HR.,F.P.S.C. " PROVIDE TOILET SEATSJELD-WEN CAMBRIDGE SERIES" PROVIDE ALLOWANCE FOR AGENERATOR- LOCATION T.B.D. VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE EXTERIOR AZEK TRIMBOARD } CONST'RUCT'ION LEGEND THE FOLLOWING APPLIANCES TO BE RUN BY'GENERATOR: GLASS SHOWER DOORS BY OTHERS 16 9'-0" 8'-0" CUSTOM VINYL GATED META GARAGE BOILER, HOT WATER HTR., REFRIG., KITCHEN DN. LTS. & FOYER LT. WINDOW & DOOR TIM: PICTURE FRAME - 5/4"X 6"AZEK n GARAGE DOOR - 1/2 HP MOTOR WITH TWO REMOTE CONTROLS KITCHEN FIXTURE LIST: CORNER BOARD TRIM: " A X 8"AZEK Z W FREEZE BOARD: 5/4" X 6"AZEK (D '`j z = NEW EXTERIOR PARTITION - 2" )X 6"WOOD STUD WALL W/ 1/2" CDX " 6'-8" METAL CORE LEFT GARAGE KITCHEN SINK: UNDERTONE - K-3183 FASCIA TRIM: 5/4" X 8"V.I.F. AZEK ( 17 3'-0 PLYWOOD. EXTERIOR SHEATHING TYVEK WRAPPED &TAPED). FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET- K6350 SOFFIT MATERIAL: 1/2"X 5 1/2"AZEK BEADBOARD PROV. 5" EXPOSURE VINYL"CED)AR IMPRESSIONS" BY CERTAINTEED VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE \ OR APP. EQ. (TYPICAL ALL AREAS). 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" WITH OWNER PRIOR TO PURCHASE. (� ALL EXTERIOR TRIM AS NOTED ION THE CONTRUCTION PLANS. 18 3'-O" 6'-8" METAL CORE RIGHT BASEMENT PLUMBING LEGEND COMPLY WITH ALL CODES OF W W NEW INTERIOR PARTITION - 2" X{ 4"WOOD STUD WALL W/ 1/2" CDX " NEW T1 L.' o TOWN Ob 2 1 1/2 HR.,F.P.S.C. JELD-WEN CAMBRIDGE SERIES PANEL LEGEND n�VEW YQI '�` �� ' � {rx i��� ����� INTERIOR SIDE - 1 LAYER 1/2 G)YP. BD. SCREWED/TAPED BOTH SIDES. ® PROVIDE ALL NECESSARY PLUMBING ROUGHiING AND VENTING AS A3D REOUIR t AND CONDITIONS � ,� i(` INTERIOR TRIM - 3 1/2 SQUARE POPLAR TRIM W/OGEE ROUTE p '�QITI`� S �I' .R i INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY REFER TO TABLE 1609.7 .4 "� O\-.rCU A C F-'t b rr ON ALL DOORS/WINDOWS DIFICATIONS N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE �"I ITu F I.JL,J T�A1.y��•, �-• t � { I � 6 SQUARE POPLAR BASE W/OGEE "ROUTE". COMPLETED. PROVIDE ALL NECESSARY DRAIIN VALVES FOR PANEL SIZE ��- �C lid ►„1N� t�I� }c '�i �,)I I..� I`► ALL WINDOWS W/ BOTTOM SILL, U.O.N. WINTERIZATION. REF, TO CONSTRUCTION PLANS FOR FIXTURE TYPES. REF. TYPE AND # OF SCREWS QTY. PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL WIDTH HEIGHT `--•- �v4 TD''+'I F .�':.`v vG I��AnD _� BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL ALL WASTE LINES ARE TO BE INSULATED WITFH SOUND ATTENUATING WITHOUT a f A= l �i~,i {AI T OS r I ;I t I II , ..•/..:• ( I'.., 20 PAIR 3'-0" 6'-8" MASONITE DBL" SWING 2ND FL. HALL INSULATION (TYP. ALL AREAS) #8 SCREWS @ 12" O.C. " " •s- �� �� 1 AREA RECEIVING TILE, INCLUDING FLOORS. 1 (2) 4-0 X 6-2 ���T�Iv:'J IRU�TE�$ "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE ® PROVIDE FROST FREE HOSE BIBS. IIAII HORIZONTAL- 6 VERTICAL- 18 0'-5" X 6'-2" 1 N-Y"S"D-EC OF O �`,UP�"V(, "v O INTERIOR PAINT-TO BE BENJAPMIN MOOOE U.O.N., ONE COAT PRIME /'� '"-`""'� � Y &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. HB #8 SCREWS @ 12" O.C. 21 2'-6" 6'-8" MASONITE RIGHT 2ND FL. BDRM. ® SHOWER HEAD FROST FREE SHOWER BODY)) ,IBI, (2) 3'-0" X 4'-10" 3 m (� ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE S ( HORIZONTAL- 12 VERTICAL- 1O31 31 31 3' 31 31-311 D ADDITIVE. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE GAS LINE FOR: BBQ, DRYER & OVEN: GAS TANK LOCATION AS NOTED "B" #8 SCREWS @ 12" O.C. �_ . � � � � � (2) 3'-0" X 6-4 4 -- ti ® HARDWOOD FLOORING - #1 RED OAK 2 1/4"W.,15LB. FELT UNDERLAY. ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR "B1" HORIZONTAL- 12 VERTICAL- 12 m ° m -o - FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). 22 2-6 6-8 MASONITE LEFT 2ND FL. BDRM. \ m m m m m DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. "C" #8 SCREWS @ 12" O.C. � \ ° % m I o SUB-FLOOR - 3/4" THICK PLYWOOD GLUED AND NAILED. JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE 3 4 X 5 6 1 m ® Q SUB-FLOOR - 3/4"THICK PLYWOOD GLUED AND NAILED (TILE AREAS). "C1" HORIZONTAL- 6 VERTICAL- 10 - ® m \ / ` ' m fl ° cc ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND _ / °I D- 4'-411 G 22 2-6 6-8 MASONITE LEFT 2ND FL. BDRM. \ ® CARPET TO BE SELECTED AND PURCHASED BY OWNER. ATTENUATING INSULATION. (TYP. ALL) „D„ @ 12" O.C. 2 3'-0"X 4' 4" 1 m 61411 14u ° 41-1 oIl #8SCREWS HORIZONTAL- 12 VERTICAL- 8 \ "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE O 23 2'-4" 6'-8,- MASONITE RIGHT 2ND FL. BATH "D" #8 SCREWS @ 12" O.C. \, o OWNER TO SELECT STYLES OF FIXT. INCLUDItNG THE FOLLOWING: � II (2) 3'-0"X 4'-4" 1 I B � i � °-° -°-1'--°°° � m m 11 < D1 HORIZONTAL- 12 VERTICAL- 10 m m SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., 8SA SHOWER CONTROLS. \ / Aw ! QTY- 1"JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE FIXTURE ALLOWANCE TO BE PROVIDED TO O\WNER BASED ON TYPES #8 SCREWS @ 12" O.C."E" 3'-3"X 4'-10" 7 (2) 3'-0" X 4'-4" QTY- 7 TILE LEGEND: OF FIXTURES SELECTED. HORIZONTAL- 6 VERTICAL- 8 24 2'-0" 6'-8" TEMP. GLASS RIGHT 2ND FL. BATH � ' 3" X 4'-10" ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. PLUt 1BIN(2- UNLESS OTHERWISE SPECIFIED BY OWNER "E" #8 SCREWS @ 12" O.C. Qom'- 4 AI_L PLUMBING WASTE SHOWER DOOR "FRAMELESS" WITH BRUSH CHROME HINGES. "E1" HORIZONTAL- 6 VERTICAL- 12 3'-4" X 6'-4" 1 (2) 3 0 X 6 4 &WATER LINES NEED �' c �•It�:Ifi��j�"(; �+ t '� "" ®T 10" CERAMIC TILE - "AMERICAN ,OLEAN"TILE OR APP. EQUAL. TILE 25 2'-4" 6'-8" MASONITE POCKET DR. 2ND FL. BATH #8 SCREWS @ 12" O.C. TESTING BEFORE COVEPI"!G� 1T1 �+ T BORDER W/20"I TILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT 'IF" 3'-4"X 5'-11" 2 1TE BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE 6'-211 HORIZONTAL- 10 VERTICAL- 6 ���'''' ADDITIVE MIXED IN. "H" #8 SCREWS @ 12" O.C. (2) 4'-0"X 6'-4" 1 1� 26 2'-4" 6'-8" MASONITE LEFT 2ND FL. BDRM. ° ® m m m m "H1" HORIZONTAL- 14 VERTICAL- 12 0'-6" X 6'-4'I 1 3 3 3'-411 "�' S1-�I 1 " ®T 6"X 6" CERAMIC TILE- "AMERIC/AN GLEAN"TILE OR APP. EQUAL. TILE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE ® OA 0 31 31 31-411 "J" #8 SCREWS @ 12" O.C. --- _._- __ BORDER W/20" TILE ON A 450 TO BE INSTALLED OVER 1/2" CEMENT ( ) „ m ° m ° ° ® o m m m m m m m -- L -J BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ® ° HORIZONTAL- 8 VERTICAL- 10 2 2-8 X 5-6 1 m m m m m 27 2'-6" 6'-8" MASONITE RIGHT 2ND FL. BDRM. 41 o m m --m m m i m a a� \ 1 ADDITIVE MIXED IN. m / m � � � #8 SCREWS @ 12" O.C. m m ® m m14� m IIK,i1'-9" X5'-1" 1 3 -4 ��JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE � jHORIZONTAL- 8 VERTICAL- 4 - C1 m mI II \ % 1 ' 1 U/-' ;T 28 2'-6" 6'-8" MASONITE LEFT 2ND FL. BDRM. - #8 SCREWS @ 12" O.C. ° ID ° 5-6 m ° 1 „ ° m 1 fl 7 ' 11 \ ; „ II 6 -4 °--°°—°--° =� OF T IL m / ° © 0 ° 4 - 3 m m 5'-6" 17 HORIZONTAL- 3 VERTICAL- 12 3-4 X 7-2 2 /' m i ® �W� .CO E. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE j \ ° ° INSULATION NOTES ° ° #8 SCREWS @ 12" O.O. 2 4'-0"X 6'-0" / - 10-� 29 PAIR 4'-0" 6'-8" MASONITE DBL. SWING 2ND FL. BDRM. 41 / \ I I 2 m__ ° \ -4 �}., b i ED r I,� 5 m "G1" HORIZONTAL- 5 VERTICAL- 19 0-6 X 6-0 �° ® ® m m m - n ''��" T � v�1 •. n II ® , ---�--- -- DATE: I �I B.P. ;Pf?7�� �,x " .. =(�T1 ti:a PROV. ADDITIONAL 3/4 FOIL FACED FOAM BOARD "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE m ° _ ° i i a (� UNDER ALL NEW CONSTRUCTION. ;m.u m QTY- 3 - - _r-�. f(�q I Ih 0 30 2'-4" 6'-8" MASONITE LEFT 2ND FL. BDRM. ® _- QTY_ 1 -� �n'\ �� ..�I ' (2) 3'-0"X 5'-6" ��. 1L..��LIY:_... � �'G 1 E� ° (2) 3'-0" X 4--10" QTY- 1 TM- 1 NOTIFY BUILDING D:_ RTh ENT AT NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY ��� "� INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE 2 4Q-0 X 1 II 3 4 X 5-6 3-4" X 6-4 FGLI1C�,/I`,'8 ANSP O 4 Pl,,, FOR THE uj D 31 2'-0" 6'-8" TEMP. GLASS RIGHT 2ND FL. BATH O " 5 G I TlCf 4S: NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR 6'-2" ' ' 11 1 1 1. FO.UI^;DATIC,y _ TVVo IREOYRE'D APPROVED EQUAL. SHOWER DOOR"FRAMELESS" WITH BRUSH CHROME HINGES. 6 �3 -4 -4 � 4 FOR POURED -CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES ,IMF fE INTERIOR WALLS: R-21 BATT INSULATION m m m m m m m m m- m m--; m�m m m ROUG T - FRn?:'i.111 ( A^ 32 2'-4" 6'-8" MASONITE LEFT 2ND FL. BDRM. - m m d ° '� Pi-U IL,ING GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES o [ � ® j 3. INSULATION a u I TOP OF RIDGE -----" m m / 4. FlNA L - r W JELD-WEN CAMBRIDGE SERIES' SOLID PARTICLEBOARD CORE r. _ . _ . _ m 17 m m m U'J`_'TRUCTION MUST U U D 41 r A P 7 _ 33 PAIR 4'-0" 6'-8" MASONITE DBL. SWING 2ND FL. BDRM. - __ ______ -- m / m ` U LOT`- `-OR C C Ul U Z O _ - m ® m 61 4�� CNSTIRUCTION SHAI L f,"IEET THE - "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE -,------ :--_:.._= _— - -_-_-_-_ � ___-_-_- m m \' ' " -, QUir��/F;I-� Z� 0 TOP OF 2ND FL.C.J. __--__-_ __ - ---_ _ � m m -2 "I OF THE CUD(=S GF NEGN W_a -� O34 2'-6" 6'-8" MASONITE LEFT 2ND FL. BDRM. y' - -- _-______ __ - - m ° `\ �,YORK STATE. .�+'DNSIKE FOR :1°6 D --- - -- —`_ — --- — -- ® m n DESIGN Or' C' U 3 m AC/HEATING NOTES — 1 m o � ��F f1- � ,M.ERRORS. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OP OF SECONDFL.WNDOWS m ° / \\ C ` r". � ,, QW �W n " 8'-7" - I 4 ®, ,®. p m o__�.Im�_o m_m <: ` µr..�,„,,, \ W W �, ALL INTERIOR DOORS TO BE JELD-WEN CAMBRIDGE SERIES SOLID m m /fir ., •"'r`\` D 0 PER REQUIREMENT.. BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, T i C "' rr� . W W fr PROVIDE TWO ZONE: HEATING AND C OGLING SYSTEM CONSISTING OF: PARTICLEBOARD CORE- COMBINATION WOOD/MDF 1-3/8" G.C. TO PROVIDE I C -1'- - III m - m QTY- 2 (2) 4'-0" X 6'-4" fe 1 i' G h �y• D D fr I QTY- 1 ONE "BIASI" 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, \ x L_ T 0 SEPERATE ALLOWANCE FOR ALL EXTERIOR AND INTERIOR HARDWARE ALL 27-y" TOP OF SECOND FL. zz 3-4 X 7-2 liu faii. �'i .� �I C ,", *;, , y - (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. QTY- 2 FRAMING UNTIl.SURVEY PROV. 8" DIA. "ZERO CLEARANCE" FLUE NON ANDERSON HARDWARE SHALL BE SCHLAGE HEAVY DUTY SATIN NICKEL o ® I (2) 4'-0" X 6'-0" 6'1 OI" £�U�vDATI{ N LQ��,TI "4 `• �.�7��( i W 0 0 ONE VAUGHN 70 GAL. INDIRECT HOT'WATER HEATER, UNLESS OTHERWISE TOP OF FIRST FL.WINDOW t - N (V NOTED, OR APP. EQ. PROVIDE SCREENS FOR ALL EXTERIOR DOORS r - - - � � 0' 6"X 6' 0" HAS KEN Art'C�tOVED• �; . ALL NECESSARY PIPING, CIRCULATOIRS, CONTROLS, ETC., AND ONE I II I, t-$"k- T (6 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. C �5j'-1 11 -►I 2'-$" a I - 1 t i `'^ r p r1 SCALE: TWO RUDD (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS 7' Y �; II I I 21-$I' "`` I I `' ' 'I-I AS NOTED OTHERWISE NOTED. _ __ -_ TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS m m ® IT) OTHERWISE NOTED. TOP OF FIRST FL. - j 1 1-911 � �f t,�tZ/F. ��T�av OFFICE S ETk DWG. NAME: TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING - - - m - L�'dL�l PLUS i CEA . -' z-a' - --— - -- � - fid —(VARIES ' --- DLEAL�DDtV711fTBEFDJ= DRAWING SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. t- 6. 1 7.09 NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. QTM- 1 m m 51-6'C RT IFIC�TE C)FO�Y,UPon, lt;�/ NOTES 1'-9" X 5'-1" / �\ SOLDER USED 1�V WATE I ,yUPPLY SYST&�J CA V�4 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, I \ V t W �i ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVEXCEE0 2110 OF f%LEAI SHAILL BE ALLOWED W/O WRIITENSIONS,CHANGES,AND/OR OAUTHORIZATION -- - ____ __ ___ BY THE ARCHITECT. ANY REPRODUCTION IN PART A- N -- — -—- - — _ — —-— —---- QTY- 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW. WEST ELEVATION (2) 2'-8" X 5'-6" NOTE: U NOTE : OF ANY AND ALL REVISIONS DUE TO FIELD CONTRACTORS DEMOLITION LEGEND �- � CONTRACTOR D NOTIFY THE ARCHITECT � \ � J CONDITIONS, CLIENT, AND OR GENERAL � W CONTRACTOR WHICH DIFFER FROM THE v] ----- J CONSTRUCT. DRAWINGS/SPECIFICATIONS. I� AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING ----------- EXISTING EXTERIOR WALL [ ___ ------ ____ __ -- - - - -------- -_-_- _ _-_--_- - --- � O STRUCTURE AND NOTIFY THE ARCHIVECTS OF THE FOLLOWINGFIELD CONDITIONS: ----------- TO BE REMOVED I ------------ -------- -- _ ___ _ __--__--__-__ ------ ---- --- -- --- -- -- --- - ---- - I -_-------------------------------------------- - ---- -------------- -_-- -__-______ @U 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER ER EXISTING DOOR/WINDOW TO BE REMOVED. ------------_----------------------------------- -------------_-_---_-_- ------ � __________________________--____-___-_ -------------- FROM THE CONSTRUCTION FRAMING PLANS. _____ _____ - _________ ; MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. Ex EXISTING DOOR/WINDOW TO BE REMOVED & RE-INSTALLED. _"- __--_______ ik f === ------------ ---------------------- - -----------_--__ _ ___-- __________ 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, __--___ ---- __ f O I ----------------------------------------_______________-_--___-__________- ___ -J {1JI U WOOD STUDS OR SHEATHING. A DEZTERMINATION WILL BE ______ _ ________ — _ _ ___ __ _ _ o MADE AS TO THEIR REPLACEMENT. - =-- --------------- _ 3. EXISTING STRUCTURAL COLUMNS'THAT DIFFER FROM THE PLANS. ---- " ____-- I - -- — ; --- - REMOVE EXIST. ROOF SHINGLES, SHEATHING, ROOF FRAMING, CLG. mCN^- % I -------------- II-_--_ ------ JOISTS &ALL WALL PARTITIONS & ----------- CNC. BLOCK FOUNDATION.L --J11 IIIL__JIII I II ------ --- -- ---- w --------------------- = J�I1 I L 11 L--J II 1 I ------------- - f- ill II II II I °c I --------------------------------- --- --------- rIII1ji rIi1Ilt 1IiI1II IiIIII III1IjI �III1IIII IIiIII iIIiIII IiIIIIiIIIiIII II ----I I------I-I - I1 --_-_-®---_--�- --- - -------- ----1 = IIL I I OL--------- ----------------------- -----LI I ----------------------- -n -------------------- == ------- 1 IL- - --- I II - I 1 ----------- ------------------------------ ----------- JL----------Ju II -----------------------7 ----- UL REMOVE EXIST. FRONT CONC. STOOP ___________ L III INCLUDING SLAB, FOUNDATION, & FTGS. 6 N\\;\\��;\\ EX. BATH \\ i5-O X 6-0 EXIST. FOUNDATION TO BE REMOVED. K"T� -j-- -- UlLl__------ T--11--rr- - ___ � 7- - - ------ ------------ 11 I I I I I I -IL--------------------- rL.1---------------------- ----------------------------------- I �-------------------- EX. KITCHEN 1 1 � L-------------------.------- --------- T-T 1IIk1IIIII1IiiII�1�I IIi III IiII��II EX.1BEDROO M 02 X 10-11 -E-�JI--1II�J1II1J-X-1IIIiII ---maI--yS——T>-�—>>IIL—�I-III I/I-II—r-=N<--=-='=---=--'==---=--=G '- SOUTH - ---�IILI-lII rICLr-IIL-E=_ L-_-JJ--hJIIIII JIIII-IEIrIIIV--A--\\T�--I-O�-� --N IIF------------ 11 _� 1 A r L ------------ REMOVE EXI-jS-t1I�-T1III1II II1uuIII.IIIIII =R--O--O--F--S--H--I--N�GI I,L�E\S[ r------------ SHEATHING, ROOF FRAMING, C L� G�\�.I '< �I I I JOISTS &ALL WALL PARTITIONS & / ,— EXIST. CONC. BLOCK FOUNDATION. rr --------- ------ ------ I EX. DINING RM . ------- ------------ 0 UrWzaT,J Oz 9'-7"X 15-4" L------J L J ------ L------ - � � Q ------------------------------------------------- � f-------1 ---------------- ----------------EX. BEDROOM ill I ZFId II I _ -i IIL IlL 98 X 10'-2 1J1L I L------ - -----------------II - fir r ------- ICLL Jj11--- ---- Q -------------------------------- --------- --- I1I Z------------------- ---- ----------------------- 1I --�-----------i r� �•���_ �. -1I11III(11II Ij1I1111 1 Lr -------------- ���� IIIiiIIIfi O L------ IL------------------------------------------------------1 a W =___=__=_ __ ____________________________- - ------ I ------ - ------------------- - ---2-1j L------- - 7 L - z----_u-------------------- _------ - 1 --------- REMOVE EXIST. REAR CONC. STOOP I INCLUDING SLAB, FOUNDATION, & FTG rvzVT 2 EXIST. FOUNDATION TO BE REMOVED. ---------- L---------- -- ------------ _________________ ----- -- --------------_____ - ----------------- EXISTING FIRST FLOOR PLAN Lr------------------------------------------------------------------ APPROX. - 900 SQ. FT. FIRST FLOOR EXISTING WEST ELEV. REMOVE EXIST. ROOF SHINGLES SHEATHING, ROOF FRAMING, CLG. JOISTS &ALL WALL PARTITIONS & EXIST. CONC. BLOCK FOUNDATION. ------------------- --- ----- ------------------------------------------ Ir _ _ _ __ _ _ _j ________ HINGLES REMOVE EXIST. ROOF S SHEATHING, ROOF FRAMING, CLG. --------------- DJOISTS &ALL WALL PARTITIONS & -====___________ ----- - EXIST. CONC. BLOCK FOUNDATION. =---------- ------I-II rI--r-r-r---1 I-I-I- ---------------------c _______ -------------—�-�--�--_--_--_--_�--_- - 1 111 _ 7 ,'III 1 W - _ _---- = ------------------- ------------------ --------------------- - A _ 1 - =---J JIIII1IIIIIJ IIIIIIII �III---�J1II1IIII IIII- III1 III1IrII1I---JtIII ---- 1IIIL IIIL IIIL Fr-- r -----�AIIL IIII C1IL TIII-___'���IIIIICI JIIIIII I IIIIr ---------- ILJ ; l- - -------- i - III I IIf--------- I---------- I1i1I1l1 I (_WIT----1I ------- ------71 D -------- I -------L--------------- _ UZJL II L__J II Z ---------------------- d�J - =zL tIII1 1 IIII1 ' / fn WU�NN nw>-----L- -J------- - ----- � ----- ---- ---- ---- I -------------------- ------- 11 II I ---------------------- it OW OCF�"N W --------------- ----------------- _ __ ______ _ �_ __________-______ __ _ _ _ _ _ — _ __ C)W_ _ _ _ _ __ _ _ _ _ __ _- - _ _ - ---- --------------------i T - W W-------------------- 00 00 uj C O D N ) EXIST. FOUNDATION TO BE REMOVED. SCALE: 1/4 3> 1 1011 DWG. NAME: OFFICES 1 ---------------------- ------------------------------------------------------ 1 1 --------------------------------------------- --- DEMOLI TIO N ------------------LJ- ------1-L, 7.0 1 1 PLAN TARE THE SOLE PROPERTY OF THE ARCHITECT.HESE DRAWINGS AS INSTRUMENTS OF SERVICE, O DWG. NO.:EXISTING NORTH ELEVATION EXISTING EAST ELEV. REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. rA- D Ito NOTE: \TECT U O + OF ANY AND ALL REVISIONSNTRACTOR TO DUETOIF FIELD 5 CONDITINS, CLIENT, R GENERAL M THE CONSTROUCTT. DCONTRACTORRAWINGS/DSPOEC FIHICH DIFFER OCATIONS. I� � V U 0 N 3 r, z � 19 4 c'! 21 a 11 1• 1 �-�"1 W C" f I �!y:r PROV. HAUNCH SLAB a GARAGE OPENING l @ \\ \\ \ \\\\ I \.� \\\\\ 12--4 INN ' \� \SLOPE \1/8'' FT. ' �\ \ , r '` r`�.1 . . \; ` r �\ .:1 \ mac``\ \\\\ �\ UP 12 A --- ——— (,-1011 .1 711 51 i Y ( . ". "/ .4. :�. I II W %A SEC.IIAII �I otE. ►'eo ,w ,.`'. ..,: �.1..':/ "' '''`: '''`" •'�••l•. _ I'' "1 PROV. 5/8" DIA. X 10" L. STEEL ANCHOR h "I';.';.,: ` ll` .I L •' i 11 BOLTS FOR SILL PL. OF LIGHT FRAME 1 11 }Jg t: IJ-9 CONSTRUCTION EMBEDDED INTO /� Y 6-1 O T CONCRETE (?PNO MORE THAN 3-0 O.C. 6-Jc 12 -7 ' 10 . I I 7'-9" fr I @ 1'-0"AWAY FROM EACH CORNER �. �.' .'. 1 / I; (TYPICAL ALL NEW FOUNDATION AREAS (13 I.. .., 't• 4 I I Z W 1- _ mi -4- BASEMENT ACCESS DOOR: BILCO" I ____ ___ _,a' "_ •_ _ _.W____�'. _.�_' z CLASSIC SERIES "C"W/STEEL SIDES. _____ _ y 77 DOOR: 55"W. X 72" L. W/LOCK. 7. T CONSTRUCT ACQ WOOD STAIRS & 11 I; I 1 Il I I III III I I I I: 7 HANDRAILS AFTER INSTALLATION 5 -5 I I I, .''.'1 2'-0" W. X 2'-O"W. X V-6" D. NC. FOOTING. OF "BILCO" DOOR. j: ::: :l — II1� L -- �- I II I I j: '.'a W/3P. � 5 EA.. WAY. a W W 06 �-- ,_ _-- 8_6 a' 11" 1 (TYPICAL ALL)JB JBJB I I JB �I'. 7 1 I I I I L rr 1 I r r I o 0 .;;-' . II i r 14'-81 1 �- PROV. 5 8" DIA. X 10" L. STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO I• ? , I i' ` ' I lY \� (::..I �' I II I; :'•': '�•J j I', ''.'1 PROV. DBL. 2"X 6" SILL PLATE TOP OF CONCRETE @ NO MORE THAN 3-0' O.C. I L' -1 ' 1 I I I I I f�4'; 'i'I I";:;:. ,': :;.I-- L: I FOUNDATION WALL (TYP. PERIMETER) O @ 1 -O AWAY FROM EACH CORNER I• 1 _ I I I' •`.:: r.. 1 11 WITH TERMITE SHIELD AND FIBROUS z (TYPICAL ALL NEW FOUNDATION AREAS) 51_5u I �� L'__��1 1 L'":' •J I INSULATION. W r, I I JB 3,8„ JB JB �JB 1 t { / I a' PROV. BEAM POCKET I' I 1 11 I I I I I I `y I/ ! Q 9" W. x 1'-6" H. x 5" D. I',;:' '4 /� 1I � � (f (; l 8 P. CONC. FOUNDATION WALL CC I' I r I-I- I / p: ;l WITH 2'-0 W. X 1 0 D. P. CONC. G SIC 1�\ \ _ '.1 � 1 16.• �I FOOTING (CONY.) W/W.W.M. IN )- — - \ `_I I ~\� III W10X45 (ABOVE) I I I I .1 6" BELOW FIN. GRADE (TYPICAL) WALL AND FOOTING. 4" P. CONC. SLAB - 1 8" FT. SLOPE I• ;: = — J J �. I — — ` — — 1 l' PROV. W.W.M. IN SLAB OVER GRAVEL I F.C.U. #1 T'. ', �'•- : `� F--�^� --.-, 1 r- TAMPED BASE. TOWARDS FLR.DRAIN. 1- — = 1 I'.,. { .1 — — P'' 11 1 ' $t 1 1�} — I — — — �-- —r '[`�. 1— — — —I' ' .1 1 f ,,f.l— I: 1 36 -10 4" P. CONC. SLAB - 1 8" FT. SLOPE ti. 1 V LH -- — — — — I'f PROV. W.W.M. IN SLAB OVER GRAVEL P. CONC. PAD. I TAMPED BASE TOWARDS FLR DRAIN ". . COP. #1 : 10:-10"-- ---- �.4-S�,,.iL. 5'-10"�\ —Imo.. --7,_7•,---1— I 6,_4,: I _ f'-7" i 3,_�,: i :1 r .:r.- ---_ _____ }_+_ — • — — - —� jg -I:. - 1 1 .I - `I'JB I — i --F 1 = <.. :. , 1 ® I 1 �' :''':.l I' 1 13'-21 m S I f't: •1 6;' FD I I 1 (:•,!, ,. '' 1 1: 1 �' -a 1 r 1 U -a„ 1 i L :` 1 II I. W • 1: +I 1 p-,-. -.-1 '� /� �I 29'-1 " I' 3 f r:, I ELEC. 111,_3 r 1 I, I•.. PANEL � --- - -; � _1 ,' - I - — — I - -- ;;I , ,I ' BOILER SW. �'J _ 2 I I I ' B 4'-0" X 6'-011 X V-6" H. P. CONCRETE 1. :., .{ - - PAD FOR MECHANICAL EQUIPMENT. ��' (TOP OF STAIR). JB I OIL FIRL 3'-11' — I f. PROV. WATCHDOG WATER PROOFING I BOILS SC i 1 I fr (' I ALONG PERIMETER OF FOUNDATION 1 + 1. 7 WALL BELOW FIN. GRADE. INCLUDING JB _- JB I PARGED JOINT BETWEEN FOUND. t I WAGERL 1 L •L:I_,� I"' { WALL AND FOOTING PROV. 5 8" F.C. GYP. sTOR! BD.(CEILING &WALLS.) t: 1 REFER TO AC/HEATING NOTES C/: �_l� ��1� 14 UP C.J ON GENERAL NOTES SHEET. 3, �\\4 R. \ „ 5, I ei . (TYPICAL BOILER RM.) ! I _I I 333 I G I 1 91 -1 1„ f• w n I� .i - --- - D It' D 275 G.OIL TANK I a 3 ' 3•' .. — f --, n r r i :I C� C) B U Z PROV. BEAM POCKET PROV. BEAM POCKET Z D 5" W. x V-6" H. x 5" _1_�- �____�.___ - "�_�-___�_�� __� 5" W. x V-6" H. x 5" D. �U P 2' I:11 06 I II I 11 4 R. 1 11 1 11 � - v m 8 -4 8 -4 I 14 8 -4 8-4 `° p u1 p w 47'-411 w or_ w oc ' `' 'a DX DCL s N0 U) s1 0 w _w ,. II II w C O SEC. t ar f D N A � N BASEMENT FLOOR PLAN SCALE: 1/411=1 1011 OFFICE SET DWG. NAME: 6. 17.09 FOUNDATION PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION PART A-0 OR WHOLE IS STRICTLY PROHIBITED BY LAW. . CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD � Q! CONDITIONS, UCTT RAW NGS/DS EC FICONTRACTOR WHICH DIFFER OR GENERAL M THE CONSTRUCT. CATIONS. \ Z U C) 19' o °� PROPOSED PATIO 91-6 11 I 11 � U o 00 ON GRADE-STONE PAVERS 9 —6 \ y4714 28' — — — — — — — — — — — — — — — N a ® JBs"B" B.B.Q. B U ' W � w c C, U GFI O 00 Ir LI \ x � N �n � O 15 I �o I ��q \\ — -- I /w p 1 --- - , I C¢w l I JB GARAGE W> " 1 3 Q SENSOR _ _J " I / <Li \ SC �oR 12 O"X 18 0 -v- — — — — 16 IR&I\ooQ\\\\ ,\ m . a / I / DN. 1 1 1 5 R. I I I I \ it 14 V `, 2-611 FI �� PANTRY j GI- -► 4' GREAT RM. SEC.II 10' I U 17'-6"X 20'-6" F' i J -3 E -/ JB 5'-1 1 " ---------- -1 - 5'— 1 II 1_ II 7' 3' 8' -5" I '\ Lli /�400 U.G GA TANK _ _ / r / W 611 17, SUPPLI S:S OVE, I--——————— I :,C,l Up— Lu I I GAS F.P.36"OPG.BY ;� G SC HEATILATOR OR APP. ; \ - EQUAL.PROV.DIRECTS VENT TO EXTERIOR. ' �f ------ , --- , -- Q O" W 1 F/O / ® \\ F/O) ( I I I Z \ / 9'C.H. \ J ! I FI O OtF rr HB jP P GF / 1/ 11 II I 11 — — —// I O( c O M . BATH II % ,' -�/F- o\ KITCHEN z 12'-2"X 8'-4„ 5 -5 p I I \ \ \ / I ! 14'-O"X 20'-0" W r, 1 I \ ! / IP# / PROV. WOLF S S O.H. EXHAUST V I ST / 3 i I W/ 10" GALV. DUCT TO OUTSIDE F/O \ F/O \ I / FI %; EXTERIOR WALL. f— IL 9' I \ \ 1 G I 1 \\ I Q L P \\ -- --- \\ \\ 11 11 G 59'-411 AUDIO C \ \ \ ,/ FI ► 1' I�5'-10„ j 7,_7„— _ f,_q, 1T► , T CL. i .i',i 1 7'-811 1 II [�ip �s \ 29 -1 9'c.H. ---------- I \ COMP.#1 O �DD] - - - - I _ z v _ _ _ 6 5' I , I i Im W 11 ------------ 4 1 - ' 1 COMP.#2 ,! 2; \ \ ;"r.; CL. 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NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A C*4) NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT u OF ANY AND ALL REVISIONS DUETO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THEcn CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ z 0 U 00 � \ z 00 ----------------------------------------- Iw u ------------------------------------- L 06 c� u INLLL3I I I I �� \ ,N %& \\\ a Ilk" g;, pmmi \\\H1011 C, I e�66\ �110 RN1\\` F IF ---------- L----------11 T L-----444-i--�-�----------- SEC."All II �I I � II I i � II it ' ' Lij O} F- F— W ——————————— T z --j 0 z PROVIDE 2 - 1 3/4" X 11 7/8" CONT. GIRDER W/ 1/2" X 11" STL. PL. BE LAG BOLT TO STRUCT. STIL. COLT. FIRST F1-QnRW LLSABOVE.(TYP.) BELOW. (TYPICAL BOTH) < 2 1/2"X 11 7/8" WI 60. F2 1/2" X 11 7/8"WI 60-1 06 T (-D 16" O.C. (TYP. ALL) 1 16" O.C. (TYP. ALL) - rr 00 r---------------- L 0 L L J 1 1 L -1 PROVIDE 3 - 1 3/4"X 11 7/8" CONT. W i - 1 1 < GIRDER. LAG BOLT TO STRUCT. STL. COL. BELOW. (TYPICAL ALL) Z 2 1, "X 1 71 WE-I 6:J�- 2 1/2" X 11 7/8" WI 60. 2 1 2" X 11 7/8"WI 6 (LD15" O.C"'. (P. /I,LL) -@l 6" O.C. (TYP. ALL) jI1-(oDl6" O.C. (TYP. ALL) I I PROV. 2-1 3/4" X 11 7/8" MICROLAM LVIL OVER ALL WINDOWS & OPGS. < FIRST FLOOR WALLS ABOVE. P. PLACE OF RIM BD. (TYP. ALL) (TY ) 2 r F PROV. CONT. 1 1/8" X 11 7/8" "GP - I FIBERSTRONG" RIM BD. EX. AREAS Lj-L r- -i (—Wl 0 X 22 1 7- -1 -7 117 Ir OF FDN. OPG. PROVIDE WATER BARRIER BETWEEN FOUND. WALL & RIM JOIST. (TYP. ALL AREAS) I IIL L- J L— = 'I -F ET1. co 77' W I it -- I i -I - -- / I W CIL 0. j i _I , Ld Li 2 1/2' X 11 7/8"WI 6 U) 1-(q�16" O.C. (TY L P. ALL) L t.- z z 0 -j I-I I no -j w PROVIDE 3 1 3/4"X 11 7/8" CONT. PROV. 2-1 3/4"X 11 7/8" MICROLAM _LGIRDER. LAG BOLT TO STRUCT. owr- 0 0 I STL. COL. BELOW. (TYPICAL ALL) > r- LVL OVER ALL WINDOWS & ow 0 W 0 IN PLACE OF RIM BD. (TYP. 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REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BEALLOWED WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART R WHOLE IS STRICTLY PROHIBITED BY LAW. A- 1 . 1 rr^^ Vl NOTE: ` W CONTRACTOR TO THE OFF ANY AND ALL REV SIIONS DUE TOITECT FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE uu CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ z V \� U \ 0 U 0 00 Co Uol � w a, U N �`\\\\0011, �,.m \ N�\ `\ a�� �� . . � � h' � . \� \\SNEUO �`` \ �\ _ ���\ �,,,S� \OW ,� \\\\ SEC.11 /� BEDROOM 'BEDROOM . 1 1'-0"X 13'-10" 1 1'-0"X 14'-9" 41 '-4" 6'-1 1 " 11. 6' 1 1 '-6"— 61 I 1 U B B U > /. w ' E ®sD I ( sD 9'C.H. 9'C.H. ® Q r n F- Q 5'-7" I w W r-______-+ ---- 1 dS = 00 ST / / \ F_ % I I TJB/ <, Q -AST I _(�Je/F BATH Hill - 1— BATH w 7'-3"X 7'-6" I \ \ I \ -3 X 7-7 7CI Lc P / 27 \ `I BovE 1 /r F.C.0 #2 // 1 I' / I 26 (4'\BOV j>I / �(AB, ) E)J // 1 I 4--1„ 3 C�C PROV. 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NAME: 6, 1 7,Qg SECOND FLOOR CONSTRUCTION PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 V1 ` rn NOTE: u CONTRACTOR TO NOTIFY THE ARCHITECT 5 OF ANY AND ALL REVISIONS DUE TO FIELD Q! CONDITIONS, CLIENT,AND OR GENERAL W CONTRACTOR WHICH DIFFER FROM THE V) CONSTRUCT. DRAWINGS/SPECIFICATIONS. O � \� U En � � N ll , z M-� \ U 00 O � z aC14 z � I � w cl f�1 \ U � N O o0 PROV. 2-1 3/4" X 11 7/8" MICROLAM ( i H � N LVL OVER ALL WINDOWS & OPGS. CD J O J \ M p� O IN PLACE OF RIM BD. (TYP. ALL) 3 Q co co PROV. CONT. 1 1/8 X 11 7/8" GP - \ FIBERSTRONG IRM BOARD. (TYP.) N N(0 „ \ R\ :,�\ .4 �'..� r I PROV. 3 - 1-3/4 X 9-1/2" G.P. LAM \� N - — -- — — - Cv - MICROLLAM. LVL (TYP.) \\;.��\IlMl \\\ \. \,00 \ \ LILA I PROV. DBL. 1-3/4" X 9-1/2" G.P. LAM MICROLLAM. LVL (TYP.) W I \ II 2112" X1178"WI6 SEC."All `@16" O.C. (TYP. ALL) - - - - - - - - - - - - - - - - - o Ll \ Z W rim, p _ Z Q r n VJ PROV. 2 - 1-3/4" X 11 7/8" G.P. LAM PROV. 3 - 1-3/4"X 11 7 8" G.P. LAM Q W W MICROLLAM. LVL W/ 1/2" STL. PL. 2 1 " X 11 7/8" WI 6 2 1/2" X 11 7/8"WI 60- 2 1/2" X 11 7/8"WI 60, MICROLLAM. LVL W/ 1/2" STL. PL. 06 _ @1 " O.C. (TYP. ALL) `@16" O.C, (TYP. ALL) c@16" O.C. (TYP. ALL) Z f- rr 00 PROV. 3 - 1-3/4" X 11 7/8" G.P. LAM I PROV. 3 - 1-3/4" X 11 7/8" G.P. LAM Q MICROLLAM. LVL W/2- 1/2" STL. PL. MICROLLAM. LVL W/2- 1/2" STL. PL. U) PROV. 2-1 3 4" X 11 7 8" MICROLAM Z -- -- - - LVL OV 0 < R ALL WINDOWS &OPGS. Y — — — — — IN PLACE OF RIM BD. (TYP. ALL) Wi U SECOND FLR. WALL ABOVE. P. 2 1/2"X 11 7/8" WI 60, 2 1/2" X 11 7/8"WI 60- 2 1/2"X 11 7/8"WI 60` c@16" O.C. (TYP. ALL) c@16" O.C. (TYP. ALL) `@16" O.C. (TYP. ALL) PROV. WELDED 1/2" STL. PLATE FOR 1W12 X 26 THIS LOCATIONION OF [-BEAMS AT C SECOND FLR. WALL ABOVE. (TYP.) _ _ _ _ _ G PROV. 4" X 4"X 1 4" STL COLUMNS Q FIRST FLOOR WALL BELOW. P. AT ALL I-BEAM END LOCATIONS \W12 X 26 W12 X 26 UNLESS OTHERWISE NOTED. PROV. 3 - 1-3/4"X 11 7/8" G.P. LAM I-BEAM TO BE BOLTED TO COLUMN MICROLLAM. LVL W/2-1/2" STL. PL. _ FIRST FLOOR WALL BELOW. P. 2 1/2" X 11 7/8"WI 60- (2-D16" O.C. (TYP. ALL) PROV. 3 - 1-3/4"X 9- i P. LA U MICROLLAM. LVL W/ 1/ L. PL. U F U) 0 0 PROV. 3 - 1 3/4"X 11 7/8" G.P. LAM 11 0 0 Z Z MICROLLAM. LVL (TYP.) I I I PROV. 2 - 1 3/4"X 11 7/8" G.P. LAM I i LVL UNDER ALL PARTITIONS.BL PROV. 3 - 1 3/4"X 1 1 7/8" G.P. LAM O D D AS REQ'D. BELOW F.J. (TYP. ALL). MICROLLAM. LVL (TYP.)). m� m PROV. 2-1 3/4"X 11 7/8" MICROLAM BOILER FLUE PROV. 3 - 1-3/4"X 11 7/8" G.P. LAM 0 W Q W_ I W MICROLLAM. LVL W/2- 1/2" STL. PL. D 0 LVL OVER ALL WINDOWS & OPGS. 2 1/2" X 11 7/8"WI 60- W w W IN PLACE OF RIM BD. (TYP. ALL) I `@16" O.C. (TYP. ALL) D fr D Cc 2 1/2" X 11 7/8" WI 60- u)0 co o PROV. 2 - 1-3/4"X 11 7/8" G.P. LAM @16" O.C. (TYP. ALL) I PROV. 3 - 1-3/4"X 11 7/8" G.P. LAM -LL -IL MICROLLAM. LVL W/ 1/2" STL. PL. MICROL M. LVL W/ 1/2" STL. PL. 0 ap 0) w o O PROV. CONT. 1 1 8"X 11 7/8" "GP - _ _ _ PROV. CONT. 1 1 8"X 11 7/8" "GP - U) T" N FIBERSTRONG" RIM BD. EX. AREAS I j —_ — — — �p OF FDN. OPG. — — � _ _ FIBERSTRONG" RIM BD. EX. AREAS OF FDN. OPG. I w w w w J J J J L/- -- - - - - - - - - - - - - PROV. 3 - 1-3/4" X 11 7/8" G.P. LAM �,' --- MICROLLAM. LVL ;, �!_� O W O IllQ Q W W SEC. A x ,, W� w uJ WQ LL TW LnW Tu- m f0 CO CO W O O O O `\ O d CO T_ r- N r cn �yg���-�Pg��a� SECOND FLOOR DECK FRAMING PLAN SCALE: 1/411=1 10" THIS DRAWING IS FOR REFERENCE ONLY OFFICE SET DWG. NAME: ONLY& IS NOT INTENDED TO BE SCALED. 6, -� �.O�9 SECOND FLOOR DECK FRAMING PLAN NOTE: ©INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRAINSFERED THESE DRAWINGS AS INSTRUMIENTS OF SERVICE, DWG. NO.: W/ADEQUATE VERTICAL BRACING. ARE CHANGES AND/OR MODIFICATIONS RTY OF TIHE ARCHITECT. O SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION AA //11 BY THE ARCHITECT. ANY REPRODUCTION IN PART _ . J . 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW. A G W NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT 5 OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, GENERAL CONTRACTOR WHICH D FDFERR FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. z 0 z � U ~ t7 �, N 00 � z 3 ^ --- -------------------------- - � w --- — -- ---- ? U rn Cn N -- U d m -- - \�mwl \ : \� l -- \ \\\ �\` \, � �,� �� —-- — - \\\ \,\:\ - \\ - - \ KM p\ \\ lo - --- I Lu � I II n � SEC. A i z cc 0 Lij z pW 0 z o I � 2 1/2' X 11 7/8" WI 60— 2 1/2 X 11 7/8 WI 60— Q W -- - - - - - --- - - - @16" O.C. (TYP. ALL) 7 -(9P16" O.C. CTYP. ALL) 067 -T_ I Z _00 F- I Q • > VJ 0 PROV. 3 - 1-3 4" X 9-1/2" G.P. LAM z _ _ MICROLLAM. LVL P. PROV. 3 1 3 4" X 9-1/2 G.P. LAM (TYP-) d W MICROLLAM. LVL (-IYP.) U I tz 21 2 X11 78 WI6 21 2 X11 78 WI6 z c�a 16" O.C. (TYP. ALL) c6-D16" O.C. (TYP. ALL) SEC OND FLR. WALL BELOW. P. SECOND FLR. WALL BELOW. P. Q C G PROV. DBL. 1-3/4"X 9-1/2" G.P. LAM MICROLLAM. LVL (TYP.) i ' ll PROV. 3 - 1 3/4 X 11 7/8 G.P. LAM MICROLLAM. LVL (TYP.) I I— . — . — . — - — - - . — . — , _ . _ . _ , _ . — . — . — . — . — . — . — . _ — . — _ . — . — . _ . _ . — . — . - - III f — m PROV. 3 - 1 3/4"X 11 7/8" G.P. LAM --- PROV. 3 - 1 3/4" X 11 7/8" G.P. LAM m MICRO' I AM. LVL (TYP.) MICROLLAM. LVL (TYP.) _ U i I PROV. 3 - 1 3/4" X 11 7 f8" G.P. LAM U W MICROLLAM. LVL (TYP.)) W d d w Ill Noo " " 0 PROV. 3 - 1 3 4 X 11 7 8 G.P. LAM c2 1/2 X 11 7/8 V'NI 60. PROV. 3 - 1 3/4" X 11 7/8" G.P. LAM Z Z MICROLL.AM. LVL (TYP.) 0)16" O.C. (TYP. ALL) MICROLLAM. LVL (TYP.) p p J J PROV. 2-1 3/4"X 11 7/8" MICROLAM ! 0 PROV. 2-1 3/4" X 1 1 7/8" MICROLAM m 3 m LVL OVER ALL WINDOWS & OPGS. LVL OVERALL WINDOWS & OPGS. IN PLACE OF RIM BD. (TYP. ALL) IN PLACE OF RIM BD. (TIP. ALL) O?W 0 D� DW Wir Wfr D it D pr 2 1/2"X 11 7/8"WI 60. 2 1/2" X 11 7/8" WI 6 0 0 @16" O.C. (TYP. ALL) `@16" O.C. (TYP. ALL) 0 co O 1 2 11 7 811 60— Ill O p @ 16" O.C. TYP. ALL) D O N ( r N I — Lo CO JJ W W W w J J J J 0_w 0w 0_w 0_ SEC."AID c�., `j\ u.� `t D W C W O D ��°� a w or w oc w oc w¢ Uw LOLL 0W Lw co co co co w O O o p CEILING u�) r N . mSECOND FLOOR FRAMING PLAN SCALE: r 1/4"=1'0" THIS DRAWING IS FOR REFERENCE ONLY OFFICE SET DWG. NAME: ONLY&'IS NOT INTENDED TO BE SCALED. 6. 1 '7.09 SECOND FLOOR CLG. FRAMING NOTE: PLAN ©INDICATES BEARING POINT LLOAD THIS LOAD MUST BE TRANSFERED THESE DRAWINGS AS INSTRUMENTS OF SERVICE, _DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO W/ADEQUATE VERTICAL BRACING. REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART I� OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 . 2 NOTE: W CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELDCONDITIONS, CEIENT, GENERAL W 5 CONTRACTOR WHICH D FDF RR FROM THE u CONSTRUCT. DRAWINGS/SPIECIFICATIONS. Ecl ^ � � N M—i \ u 0 C) � C'l z00 cl u ` Ww W � UW � c�v xi = N U a � �I � �. �\\\\\\\\\\ PROV. 1-3 4" X 11 7 8" MICROLLAM �\\ LVL BEAM \0\ � \�,�l LJ i�\\ . .,. iti'mot n\ \\ \c \�\\ \�� �o � �\ \\ 10 �� \ \ \\ \w \�m' bw W SEC."A" U rm X 11 11 li 11 11 11 (V 11 11 11 11 11 11 11 0 z 2"X 12" R.R. 2" X 12"R1.R.� Q 16" O.C. 16" O.(C. PROV. 1-3/4" X 14" MICROLLAM ui 2" X 10" C.T. 2" X 10"C: T LVL RIDGE BEAM Q UJ� C 16" O.C. ` 16" O.CC. 06 Tz f— rr 00 PROV. 1-3 4" X 11 7 8" MICROLLAM �. LVL BEAM 0 vJ PROV. 1-3 4"X 11 7 8" MICROLLAM 2" X 12" R.R., 2" X 12" R1.R., PROV. 2 1-3/4"X 14" MICROLLAM z Y 16" O.C. 16" O.(C. LVL RIDGE BEAM U LVL BEAM �U �U �U �U o 0 o 0 2"X 10" C.T. , 2" X 10 C:.T, o o z I I 5E - fm pro 16' O.C. 16 O.(C. � � T � LL XT Xr X�-\ XT/�1 f N N v N v SECOND FLR. WALL BELOW, P. SECOND FLR. WALL BELOW. P. CQC VIDE CONT. CUT 2" X 10" SUB- - G PRO PROVIDE CONT. CUT 2" X 1 O" SUB FASCIA (TYP. ALL AREAS). FASCIA (TYP. ALL AREAS). m H. 2"X 12" R.R. 2"X�712" R.R. m U16" O.C. @ 16" O.C. `@ 16" O.C. 16" O.C. W 2" X 10" C.T. � 2" X 1 0" C.T. , U `@ 16" O.C. `@ 16" O.C. W w w U)%1400 p p _ Nooc� c� PROV. 1-3 4" X 11 7 8" MICROLLAM U U z z_ = O O J J � U PROV. 1-3 4" X 11 7/8" MICROLLAM p O LVL BEAM O LVL BEAM X X N @) (V OW Ow pW pw w� w� DIt Djr 97�U �U U �U U)0 coo . 0 00 I 110 00 emu- SQu- o(o of o(o of Q c Nv Nv Nv Nv � (6 O �- z z z z SEC.I I/�I I /`1 w pW u w a: L OC I — —LL — LL ` 42�y' ,: :� ww 0 0 0 co 0 Dco N o ROOF FRAMING PLAN coTco SCALE: 1/411=1 1011 THIS DRAWING IS FOR REFERENICE ONLY OFFICE SET DWG. NAME: ONLY& IS NOT INTENDED TO BE SCALED. 6. 1 7.09 ROOF FRAMING PLAN NOTE: 0 INDICATES BEARING POINIT LOAD THIS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, AD MUST BE TRANSFERED ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: W/ADEQUATE VERTICAL BRACING. REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-2 . 3 OR WHOLE IS STRICTLY PROHIBITED BY LAW. _ ' | � CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGSISPECIFICATIONS. 00 00 PROV. "LIFETIME" 11GAF"ASPHALT ROOF SHINGLES (T`YP, ALL AREAS) LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2-0" (TYPICAL) ALL ROOF SECTIONS). Lu 00 00 Cc F. __17 Lu 1w w Cc Cc CE ROOF � �� co ���i � �� � �~- PLAN ' " " ~~�' ~~_� " . "~~�~ �n � i NOTE: ` \ U CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD Iu THE cn PROV. DBL. 2"X 6"ACID CONSTROR GENERAL w CONTRAUCTT RAW NGS/DSPEC FITOR WHICH DIFFEOCATIONS. I Z SILL PLATE (TYP.) WA6" O 10" P. CONC. FOUNDATION STUD \ U WALL. PROV. MIN. 8" FDN. WALL EXPOSURE ABOVE FIN. GRADE SIM1PSON HL35 KANT-SAG LSTI22 OR SHEATHING HEAVY-DU IMPSON LSTA21 STRAP I;I �I , (TYP. ALL AREAS) + " ' CONNECTION OF WALL ` Z ANGLE BRACKET WITH 16 1Od X 1 1/2 FASTENER ^" RIDGE ( ) 3 2 X 10 n a BEAM (STRAP REQUIRED FOR 16" JOIST _ WINDOW ;,;' b' HEADERING TO WINDOW \ O 1 SCREW THROUGH DEPTH OR MEMBERS WITH SLOPE - ti BRACE AT EACH HEADER ".' ® Ill MICROLLAM OF 7/12 OR GREATER). PROV. WATER BARRIER BETWEEN - - FLANGE ® ® HEADER FOUNDATION WALL&ACQ. RIM JOIST. 0.75" X 33 MIL ,�; CONNECTION OF WALL O 3 ,.• SHEATHING TO 2"X 6" STUDS � -' Z 00 4 2" X 10" R.R. PROV. 2 CONTINUOUS # 4 JACK ' "a a � M RE-BAR. (TYP. ALL AREAS) STUDS u rn U M c� CORNER CONNECTION D2 CONNECTION OF RIGDE �Dj FOUNDATION DETAIL (/D1 ;X- BRACING D3 CONNECTION OF WALL SHEATHING ��D5 E-I = N (EXAMPLE) A-3 BEAM TO ROOF RAFTER A-3 PLATE TO FOUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER q-3 (EXAMPLE) (EXAMPLE) EXAMPLE o % \\\ S\ CONTRACTORS NOTE : ,�\\ I `�� � �\ AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING E`\ \,\ \\\\\�\- STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWINGFIELD CONDITIONS: \ \\ \ \ N, \\: \.. \ '\ TRUSS/RAFTER 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER �� \\ ..\ \ \\ TO TOP PLATE FROM THE CONSTRUCTION FRAMING PLANS. (RPS4) MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, R - 38 HIGH DENSITY FOIL FACE', PROV. S/S INTERNAL FLUE TRUSS BRACING WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE INSULATION. Il ALL AREAS) & EXTERNAL CAP. (MTS12) MADE AS TO THEIR REPLACEMENT. 2" X 12" R.R. 16" O.C. - P. ALL PROV. CULTURED STONE PROV. CONT. "COBRA" RIDGE VENT 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. AREAS U.O.N.) FOR CHIMNEY. TYPE T.P.D. (TYPICAL ALL RIDGE AND HIPS). 2" X 8" C.T. 16" O.C. - P. ALL ---_- AREAS U.O.N. PROV. "LIFETIME" "GAF"ASPHALT W -TOP OF RIDGE _ - ) -= - ROOF SHINGLES (t-YP. ALL AREAS) PROV.2-1 3/4"X 14"LVL MICRO-LAM RIDGE BEAM 1 2 (TYP.MAIN RIDGE,HIP &VAL EY ) 10 OVER 15 L.B. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- V LAYMENT ALONG ENTIRE BOTTOM PROV. 5/8" ACID. PLYWD. SHEATH. Gs ------ EDGE OF ROOF UP 2'-0" (TYPICAL) (TYPICAL ALL ROOF AREAS). MAIN. 1DUE--HIPS&-VAL-LEvs ,' h - — ALL ROOF SECTIONS). Y A- I - - PROV. 5/4"X 6" "AZEK" FASCIA TOP OF ND FL. C.J. - -- _ -- H FILL ALL NAIL HOLES AND APPLY 2 - 2' X1o" O.J.Cc�16"o.C. ----- COATS "BENJAMIN-MOORE" PAINT STUD TO STUD 1 I :a,. CF > z x 1a c.J ca 1s"-o.c. :•.I• ' CS16 P.ALL -- -- - ---- -- (TYP.ALI ` -- OR APP. EQ.(TYP. EXPOSED SIDES) } PROV. 5/4"X 6" "AZEK" FRIEZE BD. W 16d NAILS S ; STUD TO BAND JOIST _— - Q ' I` I FILL ALL NAIL HOLES AND APPLY 2 16d SINKERS ' f"TOP OF SECOND FL. z I (CS16) � I� I I COATS BENJAMIN-MOORE PAINT z 3" O.C. VERTICAL ; ,' , OR APP. EQ.(TYP. EXPOSED SIDES) 4" O.C. HORIZON AL ' 2 X 12 R.R. 16 O.C. - P. ALL HEADER ANCHORAGE 1 2" GYP. BD. ALL 1 PROV. 3/4"T &G PLYWD. SUB-FLR. (LSTA18) 81-7u AREAS U.O.N.) ,' ,' III I I � N �! STRONG-WALL PROV. - "TYVEK DRAIN WRAP" P. TYP. ALL AREAS S STRONG ALL EXTERIOR WALL SURFACES.) EXPOSED WALLS ( )• & CEILINGS (TYP.) PICAL AT I, I II \ PROV. 3/4"X 3"W. RED OAK WOOD Q FA 6 -$ FLOORING � I I I EACH CORNER) �� I ' i I 1�1 � I LOO G (SELECT) AT AREAS W is PROV. 2-1 3/4" X 11 7 8" MICROLAM y NOTED ON FLOOR PLANS. 0.f PROV. 11 7/8" BOX BEAM LVL OVER ALL WINDOWS & DOOR 5 4" X 1'6" RED OAK z O rr PRE-ATTACHED OPENINGS. (TYP. ALL AREAS) 1 1 LL 1 1 WD. SILL (CONY.) L O S LL PLATE TO PHD6 WITH I I u TOP OF SECOND FL. 1 12) SDS 1/4 X 3 ° ° 9 • F I N USP B 26-1 I I �� PA < 1' ° °d ° , USING USP BEARING 1 ' % ! _ `"-'', -- - - - -- - --pis"o c.'/aPWA6� 2 1/z^x 11 7/8"WI so - - LEADERS WHITE�(TYPICAL GUTTER AREAS)ND PLATE FASTENERS ,., ,i i..: C, (T'! --=- ----- --- - -------- _ C��.C,(TYP.ALL)_ 2"X 6"WOOD STUDS W/ 1/2" CDX L _ -- - ---- - --------- -- - - -- -- - --- -- p SILL PLATE TO PLYWOOD SHEATHING. (TYPICAL) 1 Ir ��=1r=-1=III-=T===1 II PROV. CONT. "AZEK" BEAD BOARD z FOUNDATION 1 I II III II Y (BP) TOP OF IRST FL. WINDOW ILL I��,- _-1JI�-= =-t� II SOFFIT W/SCREENED 1"VENT. uJ U I r I r--___—i———_=r II SPRAY RAFTERS ABOVE W/ BLACK z SILL PLATE TO R - 21 HIGH DENSITY FOIL FACE I IIII --= r� ��I� — �I II =-- PAINT. (TYPICAL ALL AREAS) D PROV. METAL FLASHING JI 11 1I FOUNDATION INSULATION. (TYP. ALL AREAS) I I IIII III AT ALL WINDOWSILLS. I USING USP BEARING I II __JL—_1_—JL__1 p PROVIDE 5" EXPOSURE - "CEDAR PLATE FASTENERS (TYP. ALL LOCATIONS) I PROV. 1/2"ACID. PLY. SHEATHING ! ;I�— 1f —III-- lr— 1 „ 0hPROV. 3/41 T& G PLYWOOD III 11 IIII II III II IMPRESSIONS BY CERTAINTEED" 9 (TYPICAL ALL PERIMETERS) I SUB-FLR. TYP. ALL AREAS). Q(HBPS/LBPS) I I L_JI__J --JL-_! OR APPROVED EQUAL. 6'—$" PROV. CONT. 1 1 8"X 11 7 8" "GP - PROV. 4 OOD FLOORING FIBERSTRONG" RIM BD. EX. AREAS ATAREASi-NOTED ON PLAN. - I� - -JIIII-- -- III II PROV. 5 4" X 8" "AZEK" CORNER W G OF FDN. OPG. PROVIDE WATER __ u I L____J,I_-____� II 1 RECESS. REVEAL TOP & BTTM. ___________-- (TYPICAL ALL AREAS). METAL FASTENIER SCHEDULE III,. COATS NAIL HOLES AND APPLY 2 91 1 & RIM JOIST. (IYEP ALLOAREAS)ALL � BEN A ' (EXAM PLE) AJ-3 _ __- J MIN-MOORE PAINT TOP OF IRST FL. ____.__________— - _-_-________ OR APP. EQ. (TYP. ALL AREAS) 1 O.C. --- - - -- -- - ----------------_ - --- -- - - - -- - - _ _ - --- -- (ALL STRAPING TO BE @ 6 ) ----- - -- FIN. GRADE - _-- �/a wlso -- -' ' i, z"x �a°w!so1/zx11i/e^wlso BEVELED5"x1 1/4" BLUESTONE - - [f YP ALL) --------- c: ._- �+ FROM BEHIND SIDING TO BTTM. z1z cols O.C. 3'-0" 1 ji :r LEDGE. PROV. CONT. FLASHING (VARIES) GRADE AWAY (TYP. ALL) FRONT EDGE OF BLUESTONE. 'WALL STUD _______ 1 2" GYP. BD. ALL - " "COLORADO" - CULTURED STONE EXPOSED CLGS. COLOR & STYLE T.B.D. PROV. DBL. 2" X 6"ACQ. SILL PL. I 5/8" GYP. BD. OVER I 1 1 1 ': PROV. 5 8" 1 X 10" L. STL. BOLTS WALL STUD WITH TERMITE SHIELD FIBROUS I I I l BOILER PER CODE. I I I I THRU SILL PL. OF LIGHT FRAME INSULATION (TYP. ALL AREAS) 1 1 1 CONST. EMBEDDED INTO CONC. II II II II PROV.3-1-3/4" X 11-7/8" LVL MICRO- 1 1 4" P. CONC. SLAB - 1 8" FT. SLOPE @ NO MORE THAN 3'-0" O.C. & 1'-O" LAM GIRDER (TYP.) PROV!W.W.M. IN SLAB OVER GRAVEL AWAY FROM ALL CORNERS. C-ll TAMPED BASE. TOWARDS FLR.DIRAIN. 1 1 ALL NEW FOUNDATION AREAS) BOTTOM PLATE PROV. 4" - STRUCTURAL STL.COL. ..; I r 8" P. CONC. FOUNDATION WALL :... AND JOIST I I II B JO COLUMN N2'X2 X1 P. CONC. . ' WITH 2'-0" W. X 1'-0" D. P. CONC. t.FOOTING (TYP. ALL AREAS) 1 ...; ,.•;; :.,. .:.,; '•' � ` �.:r..•..,„ ..i::,'.. .,•;.; .;.:..., WALLFOOTIAND FOOTING/ 36'BELOW TWO MEEMBER FLOOR SUPPORT BEAM V-6" W. X V-0" D. P. CONC. FTG. a,: r'. ;.. ' •,;•; 1 FIN. GRADE (TYPICAL ALL AREAS). SET ON UNDISTURBED SOIL. (TYP. j CONNECT]ON OF WALL TO FLR. FRAMING ALL FOUNDATION WALLS) PROV. WATCHDOG WATER PROOF SIMPSON ILSTAI8 STRAP WITH ALONG PERIMETER OF FOUND. (12) 10d FASTENER. ' " WALL BELOW FIN. GRADE, INCL. SECTION I I I I 2'-0"W, X 1'-0" D. P. CONC. FTG. 1 -6 SET ON UNDISTURBED SOIL. PARGED JOINT BETWEEN FOUND. CONNECTION OF BAND JOIST TO SUPPORT (TYPICAL ALL) WALL AND FOOTING SIMPSON LTIP4 STRAP (12) 8d X 1 1/2" NOTE: G.C. SHALL VERIFY THAT THE HEIGHT OF THE STRUCTURE D L11 CONNECTION OF WALL SHALL NOT EXCEED 35'-0" AT co 17& MIDPOINT OF TOP PITCHED ROOF. TO FLOOR FRAMING. q-3 NOTIFY ARCH. OF ANY CHANGES. (EXAMPLE) i i I 2"X 8" BLOCKING Z TRUOSS SHEATING TO 2 2 4 i = •;' ; •. W BAND JOIST ., TOP PLATE. = WALL FLOOR FRAMING '' ` - H STUD ; ` �r D W CLIP ANGLE (BOTH SIDES OF CONNECTION) �VIIN. LENGTH - JOIST '. -WEB DEPTH MINUS 1/2" (3) 2"X 10'I" � �u- ' �0 DOUBLE WALL STUDS CONNECTION OF WINDOW 'r.'4 WINDOW/ �s ,�'1_ p c0 8 SCREWS (4 PER LEG TOP PLATE HEADERI HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR y'` ' ' w O SIMPSON LSTA18 STRAP WITH SUPPORT BEAM �`` � '® � ';'� 2 X 10 RAFTER (12) 10d FASTENER. "' �PILE [_n O CONNECTION OF FLOOR FRAMING SCALE: RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 METAL HURRICAN WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1Od X 1 1/2" FASTENER 1/4"=1 '0" CONNECTOR TO STUD AND RAFTER. JAACK INTO FLOOR JOIST AND SUPPORT BEAM OFFICE C ET DWG. NAME: WALL STTUDS V I SHEATING 6. 1 7.09 BUILDING j SECTION JOIST TO HEADER JOIST D4 CONNECTION OF TOP D6 BIRDSMOUTH CUT p7 CONNECCTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING Dg (EXAMPLE) A-3 WALL PLATE TO WALL STUD. �-3 LOW END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 THESE DRAWINGS AS INSTRUMENTSO)FSERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: (EXAMPLE) (EXAMPLE) (EXAMPLE) A-3 SHALSL BE ALLOWED W/O WRITTENIONS,CHANGES,All OAU'TrHORIZATION BY THE ARCHITECT. ANY REPRODUCTION PART A- OR WHOLE IS STRICTLY PROHIBITED B`Y LAW. . 3 CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY ANU CCOND T ONDS, CLIENT,AND OR G NALL REVISIONS DUEOERAL D ` W CONTRACTOR WHICH DIFFER FROM THE uu CONSTRUCT. DRAWINGS/SPECIFICATIONS. z PROV. CONT. "COBRA" RIDGE VENT PROV. "AZEK" LOUVER VENT W O N (TYPICAL ALL RIDGE AND HIPS). SCREEN. (TYPICAL BOTH SIDES) � TOP OF RIDGE -_ \ O - ----- ---------- =-- -- --- - - --- �10.25 z 00 TOP OF 2ND FL. C.J. -- - --- - -- - - -- - - -- - - /- - --- - - \ --- - - - - — � - - " " " " M N PROV. 5 4 X 6 AZEK FRIEZE BD. �'1 � U o� •- TOP OF SECOND FL. WINDOWS -- ----- --- - - ---- --- - -- - -- --- - - --- - - - _- _- - _ - -- -_---- TAS "BE - RE" PA FILL IL HOLES AN APPLY 2 — COA NJAMIN MOO INT — • — • — - — — - - - - - OR APP. EQ. (TYP. BOTH SIDES) S 8'-7" IPROV. "LIFETIME" GAF ASPHALT ROOF F SHINGLES (TYP. ALL AREAS \\a� � I I OVER 15 LB. FELT (COLOR T.B.D.PROV. "WEATHERWATCH" UNDER-m I LAYMENT ALONG ENTIRE BOTTOM \ - ---- --- JI EDGE OF ROOF UP 2-0 (TYPICAL) i \\\. ALL R F 00 SECTIONS). � R � \� �. u TOP OF SECOND FL. 6" W � \\\; RITE ALUMINUM \ \\GUTTER AND \\- .\\ 26 -I -I LEADERS. PI \ \\Q CAL ALL AREAS). \ �\i \ ,\ 1 �\ PROV. CONT. "AZEK" BEAD BOARD r SOFFIT W/SCREENED 1" VENT. TOP OF FIRST FL. WINDOW SPRAY RAFTERS ABOVE W/ BLACK O PAINT. (TYPICAL ALL AREAS) I ii I I I PROVIDE 5" EXPOSURE - "CEDAR 9' IMPRESSIONS BY "CERTAINTEED" I OR APPROVED EQUAL. i I 6'-811 W I i PROV. 5 4 X 8" „AZEK" CORNER W I 1 RECESS. REVEAL TOP & BTTM. PI A A C L ALL AREAS).I E S I FILL ALL NAIL HOLES AND APPLY 2 I U COATS "BENJAMIN-MOORE" PAINT TOP OF FIRST FL. -- - -_ -_ --_ OR APP. EQ. (TYP. ALL AREA FIN. GRADE - _ - - (VARIES) GRADE AWAY O (TYP. ALL) - I I z Q W I I I O z cf) W I I I I I I 0 rr-------------------------------------------------------------------------------------- z00 -- --------------------------------------------------------------------------------------------------- Q EAST ELEVATION o z < Y PROV. CONC TAPERED CAP & FIN. PROV. S S INTERNAL FLUE W U FLUE CAPS. FLASH AS REQUIRED. & EXTERNAL CAP, z D PROV. CULTURED STONE ---- PROV. ROOF KRICKE:T PROV. CONT. "COBRA" RIDGE VENT FOR CHIMNEY. TYPE T.P.D. PROV. ALL NECESSAI Y FLASHING (TYPICAL ALL RIDGE AND HIPS). 1-TOP OF RIDGE — - _ - Q -- -- ------------------ 10.25 - - - COATS PAINT -- __ _ __ —�— PROV. 5 4" X 6" "AZEK" FRIEZE BD. TOP OF 2ND FL. C.J. / - � �+ FILL ALL NAIL HOLES AND APPLYBENJAMIN MO RE 2 OR APP. EQ. (TYP. BOTH SIDES) TOP OF SECOND FL. WINDOWS PROV. 5/4" X 6" "AZEK"WINDOW _ _ _ _ --- ---- ----- ------ - --- - i --- ------ ;— - TRIM W/ 1 "AZEK" BACK BAND. J (TYP. ALL AREAS) u 8i -7 I I LV.PRO V. IFETIME" "GAF"ASPHALT j ROOF SHINGLES (TYP. ALL AREAS) I � I i III I OVER 15 L.B. FELT (COLOR T.B.D. ) 6 -8n PROV. WEATHERWATCH UNDER- --- LAY MENT ALONG ENTIRE BOTTOM L 1' EDGE OF ROOF UP 2'-0" (TYPICAL) - -- - -- ALL ROOF SECTIONS). 26'-5" TOP OF SECOND FL. 6" WHITE ALUMINUM GUTTER AND - - ----- - ------- -------- - ---------------- -- -- ---- -- -------------- ---- -- -- ---- -------------- - ------ - ------ - -- ---- - --- ------------------------------------ LEADERS. (TYPICAL ALL AREAS). p/m/Mom �� I PROV. CONT. "AZEK" BEAD BOARD TOP OF FIRST FL. WINDOW ® III -) Lll1LllLL1�1W ® D I SOFFIT W/SCREENED 1"VENT. f — • — • .— • _ • _ I I SPRAY RAFTERS ABOVE W/ BLACK W i I I PAINT. (TYPICAL ALL AREAS) � i I � III � III PROVIDE 5 EXPOSURE- CEDAR - I I IM 0PRESSIONS I i I I�JS ONS BY CERTAINTEED" 9 I OR APPROVED EQUAL.QU L. i II d n. I i I i 68u w w I PROV. 5 4 X 8 AZEK CORNER RW I / t7 D 1 1" RECESS. REVEAL TOP & BTTM. i I I I I C7(TYPICAL AREAS). ) Z Z FILL ALL NAIL HOLES AND APPLY 2 I- - - COATS BENJAMIN-MOO RE" PAINT Z � O uJ J J TOP OF FIRST FL OR APP. EQ. P. ALL AREAS Q� co- J 1 / i, - r ------- / �./� •, � �/�i. .- - -- - - - - - ----- - - - - - 5"x 1 1 4" BLUESTONE t.;� �^b 3 2-8 FIN. GRADE - - - _ - BEVELED �A ,_„LLB ,A*, a 0 W Q W Q W g, -,r -~ � - - _ _ , -~ ,- LEDGE. PROV. CONT. FLASHING " `�^' �� H- H- H- (VARIES) GRADE AWAY ✓ _ _ 4 P. - �', T` - - FROM BEHIND SIDING TO BTTM. °�� �' a� W W W/�V �- FRONT EDGE OF BLUESTONE. , p (TYP. ) p F�. ��• I_ 4 3=•=�",'.-'1• —.�W ,"'�.d13`I f �' �..�y � ✓.n yy �C �� w� �m cl)0 C/)0 (/)O "COLORADO" - CULTURED STONE �' " ' PROV. 14„W. FOUND FIBERGLAS COLOR & STYLE T.B.D. a'.,Y,.- .--1;! D co ao rn Gr; t W STRUCTURAL TAPERED COLUMN O O O (TYP. ALL CODUMNS) '' (_ N N f� N SCALE: i l 1/4"—1'0" I I I _________________ OFFICE SET -� ---------------------------------------------------------------------------------------------------� � DWG. NAME: L___L------------------------------------------------------------ 1- ------------------------ 6. 1 7.09 BUILDING ELEVATIONS WEST ELEVATION THESE DRAWINGS AS INSTRUMENTfS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MC)DIFICATIONS SHALL BE ALLOWED W/O WRITTEN.AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITEID BY LAW. A-4 NOTE: \ U CONTRACTOR TO NOTIFY THE ARCHITECTOF ANY AND ALL REVISIONS DUE 5 CONDITIONS, CLIENT,AND OR GENOERAL FIELD W CONTRACTOR WHICH DIFFER FROM THE V) CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z PROV. CONT. "COBRA" RIDGE VENT O (TYPICAL ALL RIDGE AND HIPS). 1 O----- �"1 U - � o - ----------------- -------------- = O N --- ---------------------------- _ MIN10.25 - z � TOP OF 2ND FL. C.J. � w NONE', I'll /// r/� // PROV. 5/4 X 6 AZEK FRIEZE BD. O O COATS FILL I"B NJAMIN-MOORE" PAINT NAIL HOLES AND APPLY 2 N -- - --- - OR APP. EQ. (TYP. BOTH SIDE _19P OF SECOND FL. WINDOWS - - - S) - --- PROV. 5/4"X 6" "AZEK"WINDOW �? I - 8'-7�� I (TYP. ALL AREAS) d I I, ��E PROV. "LIFETIME" " \`�\� \ O E GAF ASPHALT k\\N\\\\\l\,'� \. ROOFALL � \ _— O SHINGLES P.I� AREAS (�' ) g \: V � \O ER 15 LB. FELT COLOR T.B.D.) 6 8 \ �I \ \\. \I � _ PR OV. W EA H W ..T ER AT H \ �C UNDER ,�� ` � LAYMENT ALONG ENTIRE BOTTOM � \ �\ - - EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). \�� \ \ - \�\. u TOP OF SECOND FL. �� . „i�\\ \. - - - 6 WHITE ALUMINUM GUTTER AND �\\ 26 1 1 ---- i / % % % %/%%i%i/ --- - --- - --- --- - --- --- - --- ------- - - - - - - - - - ---- ----- ----- - - - -- - ---- ------ - - --- -- --- - - - LEADERS. (TYPICAL ALL AREAS). \ �\\\\\ oRms'l PROV TOP OF FIRST FL. WINDOW u I( ➢] SOFFIT CONS. REEN BEAD BOARD SOFFIT W/SCREENED 1"VENT. . — . .. . — . — . _ SPRAY RAFTERS ABOVE W/ BLACK I PAINT. PICAL ALL AREAS I I I (TY I PROVIDE 5" EXPOSURE - "CEDAR I I. � I IMPRESSIONS BY CERTAINTEED � I I I 9 OR APPROVED EQUAL. I II I I I i I I 11 � PROV. 4 I 5 X 8 AZEK CORNER W I I ' 6-8 I I � W I I 1" RECESS. REVEAL TOP & BTTM.' I - FILL ALL NAIL HOLES AND APPLY 2 COATS BEN A I I i J MIN-MOORE PAINT V I I I I OR APP. EQ. (TYP. ALL AREAS) TOP OF FIRST FL. r r 3. -011 r FIN. GRADE ,., O (VARIES) GRADE AWAY - - W �- ,d l fM L (TY P. ALL - - _ �r7. ,,;. _ - ywl ty ., x,. \• ' .t. ^� -a ' :(S s,ri, - �A si:.r JI• a - - }i � - - - - _� - - - y z W i i-------- -�----- I I I I I O Z -------------------------- L--L---------------------------- I Q W I I I I I I W = rT, --- - ------- ----------- -------------------------------------------- Z --------------------- F -1-- I-L------------------ -------------------- ------------------------------------------------T -I O co NORTH ELEVATION o z Q Y PROV. CONC TAPERED CAP & FIN. PROV. S/S INTERNAL FLUE u U FLUE CAPS. FLASH AS REQUIRED. & EXTERNAL CAP. z D PROV. CULTURED STONE PROV. ROOF KRICKET IPROV. CONT. "COBRA" RIDGE VENT FOR CHIMNEY. TYPE T.P.D. ---- PROV. ALL NECESSARY FLASHING ((TYPICAL ALL RIDGE AND HIPS). ` Q Z TOP OF RIDGE — - _ C G - ------------------------------------------------- i TOP OF 2ND FL. C.J. - — _jOP OF SECOND FL. WINDOWS i-7n 8 I i I I i I I i u I I 12 PROV. LIFETIME GAF ASPHALT 6_8 j 10.25 ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) --- ----_— --- L PROV. "WEATHERWATCH" UNDER- ---- � LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) 261-511 TOP OF SECOND FL. ALL ROOF SECTIONS). ----------- --- ---- -- - - --- -------- ----- --- - — -- ------------ ------------ ------ ------- - 6" WHITE ALUMINUM GUTTER AND LEADERS. (TYPICAL ALL AREAS). TOP OF FIRST FL. WINDOW III -�- — — — — - — PROV. CONT. "AZEK" BEAD BOARD p SOFFIT W/SCREENED 1" VENT. (n SPRAY RAFTERS ABOVE W/ BLACK I I PAINT, (TYPICAL ALL AREAS) i i I i I I 9 i PROV. 5 4" X 8" "AZEK" CORNER W F- IIIIIII :lI � II I / Q. i n I I I 6 _$ 1 RECESS. REVEAL TOP & BTTM. W I I I I (TYPICAL ALL AREAS). p __ -_ FILL ALL NAIL HOLES AND APPLY 2 (} COATS "BENJAMIN-MOORE" PAINT Z j OR APP. EQ. (TYP. ALL AREAS) I- - - ' - - M. - -I W OJ TOP OF FIRST FL. - - - ! TAINTEED" FIN. GRADE OR APPROVED EQUAL r'� I/ �:�• 0 W 0 W - GRADE AWAY pi (VARIES) (IYP. ALL) t - '.�.- - - - - - - T - - :� - r -- - ;, - -,- - - , - - a, - - !' f;1"' G',,.,f/ •�� p W p W s .: - - - - - - - - ::le BEVELED 5 x 1 1 4' BLUESTONE °ty� 1P`• -, =`t l" �+''-�. � •.",+<';,:. _ `,�4 f'°`'� 'i• - - .'.',:•w°t - .:.�•.rn''^�p�'�i •_, - -r :..�( Apr/ .wS��,T.,�• '.'�. < W W _ LEDGE. PROV. CONT. FLASHING " P2 D D v - ---------------------------------_� GE O k` 'a r" ROM BEHIND SIDING TO BTTM "� 0 0 I F BLUESTONE. ',�;:' _LL _LL. i I `t. > "COLORADO" - CULTURED STONE co O O COLOR & STYLE T.B.D. •�� ,- D co N I-J--Tl-L - ------------------------------- -----1 --J �•�� �-'p ,ww" _ c0 SCALE: 1/4 11_11011 OFFICE SET DWG. NAME: 6. 1 7.09 BUILDING ELEVATIONS SOUTH ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: FOM REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART . OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 ----------- -------------------- PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 5 w GENERAL_ NOTES (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) TABLE MAXIMUM MAXIMUM L 301.2 (RESIDENTIAL CODE OF NEW YORK) 1 FAMILY DETACHED DWELLING HEATING ° DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE O ZONE 11B GROUND WIND ;SEISMIC SUBJECT TO DAMAGE FROM 1'2 WINTER ICE SHIELD FLOOD 5750 LOAD SPEED (MPH) C%ATEGORY U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE SNOW IDESIGN DESIGN UNDERLAY. HAZARD ] HEATING DAYS = WEATHERING FROST LINE TERMITE DECAY TEMP. REQUIRED ZONE 11 B DEPTH COINCIDENT WET-BULB TEMP. = 73 5750 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 DESIGN DRY-BULB TEMP. = 83 LOAD BEARING SUMMER WINTER DESIGN DRY-E3ULB TEMP. = 6 EXPOSURE S„ VALUE OF MAP#36103C166 G I\ Z OIL 3,000 PSF MODERATE ZONE 11 B u F TO SLIGHTLY TO 45 PSF CATEGORY B B ��SEVERE�� 12 FOOTINGS = 110 YES EFFECTIVE DATE: ONO GLAZING "U" FACTOR = 10.45 120 MPH HEAVY MODERATE CLIMATE-SPECIFIC REQUIRED & PROPOSED USE-16" MAY4TH 1998 CEILING "R"VALUE _ 10.45 EXTERIOR WALL R VALUE = 10.45 z PROPOSED MINIMUM NOTES: FLOOR "R"VALUE = 10.45 DESCRIPTION R-VALUE R-VALUE WALLS AND CEILINGS FLOORS AND FOUNDATIONS w WALL TYPE 1 10" P.CONC. 9' H. 8" P.CONC. FNDN. WALL ON TOP OF FLOORS, , w TOTAL EXTERIOR WALL SQ.FT. = 5,548 SQ.FT. R - 10 R - 10 A CONT. FOOTING. OVER OUTSIDIE AIR. STUD D"W"WALL TYPE 2 2X6 . . R - 21 R - 21 2" " PLY WD X 6 WOOD STUD WALL WITH 1/2 CDX . TOTAL WINDOW SQ.FI'. = 607 SQ.FT. U M N INSULATION INSUL. INSUL. R U-FACTOR OR AREA OR - 907 5 548 X 100 = 16.4 WWR �� �� _ ROOF SHINGLE. CEILING R-� U - FACTOR X AREA = UA DESCRIPTION = UA � � E-+ o o� TOTAL DOOR GLASS AREA - 300 SQ.FT. WALL TYPE 3 2'X4"W.D.STUD R - 15 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. R-VAL_UE DEPTH FACTOR R-FACTOR X PERIMETER DESCRIPTION FENESTRATION AREA - / ROOF TYPE 2 X 12 DOUG FIR R 38 R -38 GAF TIMBERLINE LIFETIME OO S 8 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2'-0" R-10 0.56 2,084 SO.FT. 1,167 ° U O TOTAL SQ.FT. AREA = 4,946 SQ.FT. FLOOR TYPE 1 3/4"X 11 7/8" R - 21 R - 21 1 3/4" X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. INTERIOR FLOOR R-338 0.31 2,450 SQ.FT. 760 CRAWL SPACE 2'-0" R-19 0.56 -- N/Awo cm som CEILING TYPE 1 3/4"X 11 7/8" R- 21 N/R 1 3/4" X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. EXTERIOR WALLS R-21 0.31 5,548 SQ.FT. 11714 UNHEATED SLAB 4" R-4.5 I N/A 2.377 SQ.FT. N/A pp, � MINIMUM EQUIPMENT PERFORMANCE 4" P.CONC,SLABONCOMP. FILL ` ���\\ \ ."'\ SLAB 4 P.CONC. R - 9,2 R - 9,2 -TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED 'UA' 1,167 ������\ �� ��.. WNV.W.M. 6 X 6 REINF. �\� EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM \ PERFORMANCE \\ �\ \ INE ..�dd,1 NAILING SCHEDULE WALLS, WINDOWS, AND DOORS DESIGN CRITERIA OIL-FILED STEAM AND DOE 10 CFR PART 430 HOT WATER BOILERS SUBPART E3, APPENDIX N. AFUE 80%b.d. \\ INSULATIOIN REF. TABLE R301 .2(2) \\o � ' \\ < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST& PAPER ASSOCIATION DESCRIPTION U - FACTOR X AREA = UA \ `�\1 R-VALUE! \�\��1. 11 CONNECTION FASTENING SPACING AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) NO. COMMON WALL R-21 Uo=0.14 4337 SQ.FT. 774 WOOD FRAME CONSTRUCTION GENERAL_ FLOOR PLAN NOTES 1 RAFTER TO TOP PLATE (TOE-NAILED)@16" O.C. 3 8d PER RAFTER WINDOW R= .3/SQ.FIT. 0.35 712 SQ.FT. 250 ZONE ROOF > 30'-40' X 1.53ROOF > 30'-40' X 1.53 WIND SPEED 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST DOOR N/A 0.35 481 SQ.FT. 168 3 23.7 36.3 -30.3 -46.4 120 M/HR 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END TOTAL AREA 5530 SQ.FT. SCALE DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END I I 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). g TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE DESIGN CRITERIA U 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8', FIRE RATED GYPSUM BOARD AT GARAGiE SIDE WITH 5'-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. REF . TABLE 1609 . 6 . 2 . 1 (1 ) ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS zOF 5/8 FIRE RATED GYPSUM BOARD 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES Y MAIN WIN�IDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba O 4. ALL BATH/TOILET AREA WALLS AND CILG. ADJ. TO WET AREAS TO HAVE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD WATER RESISTANT GYP. BD., OR WALL TFILE SET ON CONC, BD. OR APP. EQ. WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST VELOCITY DIRECTION ANGLE OR BLOCKING (FACE-NAILED) 2-16D PER FOOT END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG z Q (j GENERAL FRAMING NOTES 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR O z ROOF ROOF ROOF ROOF ZONE ZONE 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END TRANSVERSE ;30'<ANGLE < 45. 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STIUD GRADE OF BETTER 16" O.C., _ Q ALL OTHER FRAMING MATERIAL TO BE 02 DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 120 23.7 ALL ANGLES 22.8 -1 1.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 uj 2. ALL WOOD FRAMING IN CONTRACT VWITH CONCRETE OR MASONRY 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK Q TO BE PRESSURE TREATED. 06 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST S.F. OF AREA F- JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 00 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8rr '-0" O.C. 20 BAND JOISTS TO JOIST END-NAILED 3-16D PER JOIST R-3 S I N Ga LE FAMILY RESIDENCE INTERIOR ENVIRONMENT FOR ALL DIMENSIONAL LUMBERFLOORIJOISTS. ( ) OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 < 5. FLOOR CONSTRUCTION: 3/4"T. & G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT Q MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD MINIMUM R T./ PROPOSED MII�fIMUhyI SQ.FT. OF NET GLAZED OPENABLE Q 23 DIAGONAL BOARD SHEATHING USE PROPOSED SLOPE HT./ SLOPE HT./ USE LITE/SQ.FT. VENT/SQ.FT. TO FLOOR JOISTS. REQUIRED ° o 6. ALL WINDOW AND DR. HDRS, TO BE NAIN. (2) 2"X10" UNLESS OTHERWISE 1" X 6" OR 1" X 8" 2-8D PER SUPPORT FURRED HT. FURRED HT. AREA AREA /o AREA /o z SPECIFIED. ALL INT. HDRS. TO BE (2) 2"XC1 O" UNLESS OTHERWISE 1 ST. FLOOR Li Y SPECIFIED. 1"X '10" OR WIDER 3-8D PER SUPPORT 1 ST. FLOOR Z KITCHEN 70 SQ.FTE. 417 SQ.FT. 6'-8" 71-6" N/R 101_p KITCHEN 70 SQ.FT. 141 SQ.FT. 34% 62 SQ.FT. 15% Q 7. PROVIDE FULL SOLID BLOCKING UNDDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 8. ALL BMS. TO HAVE ADEQUATE BEARIING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELS DINING RM. 70 SQ.FTT. 293 SQ.FT. 6'-8" 7'-6" N/R 10'-0" DINING RM. 70 SQ.FT. 189 SQ.FT. 23% 176 SQ.FT. 21% GREAT RM. 70 SQ.FTT. 542 SO.FT. U-8" T-6" N/R 101-011 GREAT RM. 70 SQ.FT. Q 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 7/16" 6D 3" EDGE/6" FIELD C 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. BATH #1 30 SQ.FTT. 35 SQ.FT. 6'-8" 7'-611 N/R 1 O1_p11 BATH #1 30 SQ.FT. 9 SO.FT. 26% 4.5 SO.FT. 13% G GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 25/32" 8D 3" EDGE/6" FIELD LAUNDRY RM. 70 SQ.FTT. 128 SO.FT. 6-8" T-6" N/Ft 10'-0" LAUNDRY RM. 70 SO.FT. 25 SO.FT. 20% 30 SO.FT. 23.5% 11. PROVIDE INSULATION BAFFLES AT E:AVE VENTS BETWEEN RAFTER. 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD FOYER N/R 121 SQ.FT. 6-8" 7'-61' N/R 101_011 FOYER N/R 17 SQ.FT. 14% 21 SQ.FT. 14% r 30 DIAGONAL BOARD SHEATHING BATH #2 30 SQ.FTT. 37 SO.FT. 5' T-6" N/R 101-011 BATH #2 30 SO.FT. 6 SQ.FT. 16% 3 SQ.FT. 8/° ° V GENERAL ELEVATION NOTES 1"X 6"OR 1"X 8" 2-8D PER SUPPORT STORAGE N/R 36 SQ.FT. 6-8" 7-6" N/R 10'-0" STORAGE N/R 10 SQ.FT. 28% 5 SQ.FT. 14% BATH #3 30 SQ.FT. 68 SO.FT. 5' T-6" N/R 10'-0" BATH #3 30 SQ.FT. 10 SO,FT. 15% 5 SQ.FT. 7.5% 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1" X 10" OR WIDER 3-8D PER SUPPORT BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS STUDY 50 SO.FTI'. 471 SQ.FT. U-8" T-6" N/R 10'-0" STUDY 50 SQ.FT. 130 SQ.FT. 28% 91 SQ.FT. 19% AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 31 STRUCTURAL PANELS 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & 1" OR LESS 8D 6" EDGE/ 12" FIELD 2ND FLOOR 2ND FLOOR ROOF VENTS. GREATER THAN 1 10D 6" EDGE/6" FIELD M. BEDROOM 70 SQ,FTT. 328 SO.FT. 6'-8" T-6" N/R 91_011 M. BEDROOM 70 SO.FT. 107 SQ.FT. 33% 73 SQ.FT. 23% " 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. BEDROOM #1 70 SQ.FTT. 223 SO.FT. 5' T-6" N/R 91_011 BEDROOM #1 70 SO.FT. 33 SQ,FT. 15% 17 SQ.FT. 8% 32 DIAGONAL BOARD SHEATHING BEDROOM #2 70 SQ.FTT. 245 SO.FT. 6'-8" 7-6" 17 SQ.FT. 7/°N/R g1-p,1 BEDROOM #2 70 SO.FT. 33 SQ.FT. 14% ° 1"X 6" OR 1"X 8" 2-$D PER SUPPORT GENERAL PLUMBING NOTES M. BATH 30 SQ.FTr. 172 SQ.FT. 5' 7-6" N/R 91_0" M. BATH 30 SQ.FT. 40 SQ.FT. 23% 20 SO.FT. 12% ill 10" OR WIDER 3-8D PER SUPPORT M. CLOSET 1 N/R 42 SO.FT. 5' T-6" N/R 91_011 M. CLOSET 1 N/R 5 SO.FT. 12% 2 SQ.FT. 5% 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. M. CLOSET 2 N/R 42 SO.FT. 6'-8" T-6" N/R ° ° ALL APPLICABLE CODE:AND SAFETY REQUIREMENTS. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE 9 O M. CLOSET 2 N/R 5 SQ.FT. 12/° 2 SQ.FT. 5/°2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R 91_011 HALL/FOYER N/R 45 SO. FT. 14% 23 SO. FT. 7% PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. BATH #5 30 SQ.FTT. 73 SO.FT, 5' T-6" N/R 91_01. BATH #5 30 SQ.FT. 15 SQ.FT. 16% ° PER ALl_APPLICABLE CODES. z WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 7 SQ.FT. 8/° NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. LINEN CLOSE N/R 22 SQ.FT. 5' 7'-6" N/R 91_01, LINEN CLOSE N/R 5 SO.FT. 23% 2 SO.FT. 9% GENERAL HVAC SYSTEM NOTES BATH #4 N/R 52 SO.FT, 6-8" 7'-6" N/R 91 -01, BATH #4 N/R 20 SQ. FT. 38% 10 SO. FT. 19% D W TABLE 1669.4 GUEST BED. 70 SQ. FIT. 287 SQ.FT. N/R N/R N/R g'_0.1 GUEST BED. 70 SO. FT. 86 SQ.FT. 30% 62 SO.FT. 22% (� 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL REFER TO A.1 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. APPLICABLE CODES AND SAFETY REQUIREMENTS, 1 1/2" #8 WOOD SCREWS 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND 12 12 16 F- REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 6-0" < PANEL 6'-0" < PANEL 2-0" < PANEL W 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING SPAN SPAN < 8'-0" SPAN < 6'-0" & SUBMIT IT TO GENERAL CONTRACTOIR, OWNER, AND EQUIPMENT ALTERNATIVE FOR OPNG . PROTECTION SUPPLIER FOR FINAL REVIEW.AND APPROVAL. WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" W 0 AND MAXIMUM PANEL SPAN OF 8'-0" w_ EMERGENCY ESCAPE//RESCUE OPENINGS SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND (����,'` SECT. R310 > TWO STORY BUILDINGS. PANELS �g? c 0 W_ 0 W_ SHALL BE PRECUT TO COVER GLAZED OPENINGS WITHh. T `a, a ' Cc 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING ATTACHMENT HARDWARE PROVIDED. < ?"` %�'4 W W REQUIRED IN EVERY SLEEPING ROOM. -., (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) � �~.y"'� `'�1 O� D� 2. OPENING SILL HEIGHT TO BE A MNIMIUM OF 44 INCHES ABOVE FLOOR. OO OO TABLE 1609. 1 .4 - I - �� wW 3. NET CLEAR OPENING SIZE TO BE A MIINUMUM OF 5.7 SQUARE FEET. M`�.,a D WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE W O 4. MINIMUM OF 5,0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. FOR WOOD STRUCTUAL PANELS ;!��IG , 0 N 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. FASTENER TYPE PANEL SPAN 2-0 < PANEL 0 < PANEL 6-0 < PANEL I''Z4 to WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. _ <_ 2-0 SPAN <_ 4-0 SPAN < 6-0 SPAN < 8-0 SCALE: 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" 1 1/2" #6 WOOD SCREWS 16 16 12 9 1/4"=11011 (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). 1 1/2" #8 WOOD SCREWS 16 16 16 12 OFFICE SET DWG. NAME: 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. 6. 17.09 ENERGY 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED CALCULATIONS IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, ARETIONS,HE C PROPERTY AN /OR MODIFICATIONS AECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS TOOL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A- ORrR EX IV /v^♦WHOLE IS STRICTLY PROHIBITED BY LAW. FASTEST M II LE WIN DSPEED MPH RAFTER/CEILING JOIST TO TOP PLATE NOTE: � \ U LATERAL AND SHEAR CONNECTION CONTRACTOR L NOTIFY THE ARCHITECT PRESCRIPTIVE DESIGN TABLE: 3.2 (AMERICAN FOREST & PAPER ASSOCIATION OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL REQUIREMENTS CONTRACTOR WHICH DIFFER FROM THE 110 120 CONSTRUCT. DRAWINGS/SPECIFICATIONS. I� PRESCRIPTIVE DESIGN p TABLE 3.3A ALTERNATIVE TO TABLE 3.3 7 511 WALL � Ur. U L S U L S (AMERICAN FOREST& PAPER ASSOCIATION) CONNECTION: NUOMBER ROOD jPAIN 1/2"ANCHOR BOLTS N In STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) FASTEST-MILE WIND SPEED Z °� (MPH) O 20 206 681 291 681 _T U 110 120 i \ x \ C7 >" N SILL PLATE TO 24 260 358 1 O \ Z 3 FOUNDATION 28 314 RAFTER/ Z oci CEILING JOIST 1 N 2 4 WALL HEIGHT MAXIMUM ANCHOR BOLT (CRAWL SPACE � cl OR BASEMENT) 32 368 A. 493 SPACING (IN.) (�') SPACING (IN.) CODES. 16 8 3 3 36 422 561 1 24 206 13 421 291 254 421 12 10 3 4 u W w WALL BOTTOM , 21 11 � PLATE TO 28 260 358 10D BOX NAILS CAN BE SUBSTITUTED FOR FOUNDATION 2 32 28D COMMON NAILS. CLEARANCE U M N (SLAB-ON-GRADE) 314 426 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO W od rE"� o 00 RAFTERS, THE SUM x = rn 36 368 N , 493 OF THE TOE NAILS IN THE RAFTER AND CEILING TOILET, BATH AND ° JOIST SHALL EQUAL 422 JE561 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED.3 \ \\\ U = CONNECTOR UPLIFT LOA+,D. \ \\ \ \ \ SHOWER SPACED TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS S L = CONNECTOR LATERAL LOAD. PERPENDICULAR TO THE WALL1 /2" c ) SHALL BE INSTALLED IN — \ `�\ SCALE: 1 ' — S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED \\` *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE TO A 2 X6 TOP PL. \�\ \ �� � FOUNDATION DESIGN PER SECTION 11.1.4. \; \ 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF \ 0 .��\ 10 PSF 2/3 X 15 PSF \\Numm;��\\` 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO \\IBM \\\\\\\ \\ BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. WALL \,. \�\ ' LOCATED WITHIN 8 FEET OF BUILDINCa CORNERS. 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (ROOF-TO-WALL, WALL-TO-WALL, AND \�, (WALLS SHEATHING WITH 7/16" STRUCT. SHEATHING ATTACHED WALL-TO-FOUNDATION W/8D NAILS SPACED 6 AT PERIMETER EDGES AND 12 AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE_ REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.31B ALT. TO TABLE 3.3 OF THE CONNECTION SHALL BE INCREASED. WALL �-211 (AMERICAN FOREST 110 120 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. WALL WALL & PAPER ASSOC.) TO A 2 X 6 TOP PLATE. FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON -I 511 FASTEST MILE WIN DSPEED (MPH) ('" ) (am.) NAILS END GAGEOSTRAP4" x 20 q 4 I 12 3 3 11 WALL II WALL I PRESCRIPTIVE DESIGN TABLE ;3. (AMERICAN FOREST&PA ER ASSOCIATION 16 3 4 r 1 I I V 110 120 20 3 4 I 3Q1 4 4 zRAFTER/TRUSS ROOF SPAN U, L S Lp L S 16 24 4 5 j SPACING (IN.) (FT.) 1,2,3 REQUIRED CAPACITY OF CONNECTION (LBS) 28 4 5 O 32 5 6 W 12 341 284 280 427 339 280 j 16 421 526 36 5 7 31 2411 CLEARANCE 21 11 z n U4 = CONNECTOR UPLIFT LOAD . IN FRONT OF OPNG. CLEARANCE 20 500 626 L4 = CONNECTOR LATERAL LOAD. TOILET, BATH AND 0 -- Z (PERPENDICULAR TO THE WALL) 16 24 580 726 _ S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) SHOWER SPACED o 28 660 826 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF CEI2 740 927 F ALCEILINDG ASSEMBLY IS NOT PRESENT OR IF THE SCALE: ' 1 /2" o I I I 3 W CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, 0 36 820 1027 THE TABULATED NUMBER OF z rr U° = CONNECTOR UPLIFT LOAD. NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. 3"VENT 3"VENT __� 3"VENT _,� 3"VENT 4 2FOR WALL-TO-WALL AND WALL-TO-FOUNDATION 3"VENT �- 3"VENT 3"VENT 00 L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) I I CONNECTIONS, THE TABULATED NUMBER OF NAILS S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) I SHALL BE PERMITTED TO BE REDUCED BY 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF I I I � ^ 1 NAIL AT EACH OF THE STRAP FOR EACH V/J(2/3 X 15 PSF). FULL WALL ABOVE. ZTABULATED UPLIFTA,ND LATERAL COINNECTION REQUIREMENTS SHALL BE PERMITTED TO I I O BE MULTIPLIED BY 070 AND 0.85, RESPECTIVELY, FOR FRAMING NOT I LOCATED WITHIN 8 FEET OF BUILDINC3 CORNERS. I I z ' W TABULATED UPLIFT LOADS ARE SPECIIFIED FOR ROOF-TO-WALL CONNECTIONS, I I i U WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO I FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE I I I REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. SHOWER /� i SHOWER 4 TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET ORI LESS, THE TABULATED VALUES �1 1/2" \1 ��/ i �''// j 1 1/2" Q SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. I I I I I I I I SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS W!c. B I � ,/2" �„/2" � Q B.SINK I B.SINK I WASHER DRYER1 B.SINK I B.SINK RESISTING LATERAL & SHEAR LOADS .. PRESCIRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 0 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED C. -— 4' 2 2 2 z 2 a C.O. (MPH) (MPH) — ---- -------- ----------- r-------- ------- ------ ---- 3"VENT I I 3"VENT 90 100 110 120 90 100 110 120 I I I I 1 I i I I I I \ I SHOWER FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT ANCHOR BOLT EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) CONNECTION SUPPORTING 1 1 �,, ,/2" I � r , ,/2" 1 I 1 I I I I I I I I I I SILL PLATE TO FOUNDATION* , ��' I I I I I (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 36 1 1/2"� "� �1 1/2" I I I I 1 I I 32 19 28 W!c. B.SINK B.SINK B.SINK W,C. K.SINK K.SINK I WALL PLATE TO FOUNDATION* 1-3 STORIES — (SLAB-ON-GRADE) 6 3 36 57 U = CONNECTOR UPLIFT LOAD. Lu L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 2^ D S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) a° 2" 2"' D CO `ANCHORAGE REQUIRED TO RESIST [LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. . 2" 4" 2" 2" cn ' ANCHOR BOLT SPACINGS BASED 0I`14 MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). O' 'ANCHOR BOLT SPACINGS BASEDONJ MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3A.A. 'ANCHOR BOLT SPACINGS BASEDONJ MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT LLJ IN ACCORDANCE WITH SECTION 3A.A. ;"�� FIRST FLOOR o z Z 06 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS i "'' -n ;' E ' '� ' "w 0 w RESISTING UPLIFT � , , Wm WIr FOREST & PAPER ASSOCIATION ' ` 4' 0 (n 0 , n \ TO APPROVED D cr D PRESCIRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN ) C O �(� �p'^ ,� SANITARY SYSTEM C u. (n LL C � � 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS D O (n N N FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 1/8"SLOPE PER 1' cl) O (0 (MPH) (MPH) 4"TRAP SCALE: 907 0 100 110 120 90 100 110 120 /4"_1 10" ANCHOR f:30LT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT PLUMBING RISER DIAGRAM OFFICE SET DWG. NAME: CONNECTION SPACING (IN.) SPACING (IN.) N .T.S . 6, 1 7,09 PLUMBING RISER SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 DIAGRAM THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE AIRCHITECT,NO REVISIONS,CHANGES,AND/OR MODIFICATIONS WALL PLATE TO FOUNDATION 1-3 STORIES SHALL BE ALLOWED W/O WRITTEN AkUTHORIZATION (SLAB-ON-GRADE) 40 33 28 25 51 42 36 32 BY THE ARCHITECT. ANY REPRODUCTION IN PART A-6 OR WHOLE IS STRICTLY PROHIBITEDBY LAW.