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HomeMy WebLinkAbout30434-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31485 Date: 03/16/06 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 1380 BAYBERRY RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 2 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 18, 2004 pursuant to which Building Permit No. 30434-Z dated JUNE 23, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS PER CONDITIONS OF ZBA #5483 DATED 3/14/04 . The certificate is issued to JOHN J & JOYCE A SAMPIERI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 94861C 03/14/06 PLUMBERS CERTIFICATION DATED 03/09/06 K.REMPE PLUMBING & HEAT. Au horized Signature Rev. 1/81 1m19 ... Form No.6 TOWN OF SOUTHOLD ti n y 115 3 6 MAR 3 ' BUILDING DEPARTMENT • TOWN HALL 765-1802 I 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 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 317/04e New Construction: Old or Pre-existing Building: ,/ (check/one) Location of Property: ,3�tJ 2 e Ae q Z1 C u f c/ty 4 N e- Hous'e N15. Street Hamlet Owner or Owners of Property: a��/ Suffolk County Tax Map No 1000, Section 1 g Block a— Lot_ a Subdivision Filed Map._ Lot: Permit No. _3n y3 S/-Z Date of Permit. 4 tz /e y Applicant: -vA oo 4.. Sg...,,:�IL; Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ a$ /A licant Sign FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30434 Z Date JUNE 23 , 2004 Permission is hereby granted to: JOHN J & JOYCE A SAMPIERI APT M-19 GARDEN CITY,NY 11530 for ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AND CONSTRUCTION OF AN ACCESSORY GARAGE PER ZBA, TRUSTEES & DEC. 2 COS REQUIRED SIMULTANEOUSLY at premises located at 1380 BAYBERRY RD CUTCHOGUE County Tax Map No. 473889 Section 118 Block 0002 Lot No. 012 pursuant to application dated JUNE 18 , 2004 and approved by the Building Inspector to expire on DECEMBER 23 , 2005 . Fee $ 1, 333 . 20 Authoriz a-gnature ORIGINAL Rev. 5/8/02 James F. King,President so Town Hall Jill M. Doherty,Vice-President ��� Old 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G John Holzapfel Telephone(631) 765-1892 l VUNV Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # O101C Date March 6, 2006 THIS CERTIFIES that the One—story addition to existing dwelling At 1380 Bayberry Rd. , Cutchogue Suffolk County Tax Map# 118-2-12 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 11/25/03 pursuant to which Trustees Permit# 5841 Dated 12/17/03 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is- for a one-story addition to the existing dwelling The certificate is issued to JOHN & JOYCE SAMPIERI owner of the aforesaid property. A thorized Signature' Board Of Southold Town Trustees p•h SOUTHOLD, NEW YORK t 003 ' PERMIT NO. .,r�41_. .. .... DATE:Dec...... '.. ... .17, ... ...2... . ISSUED TO .........JOHN J. & JOYCE A. SAMPIERI ...._................................_...._........................................_................. : s � .�uft�nri�ttfinn Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the g ' State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the s Resolution of The Board adopted at a meeting held on .,Dec. 17, . 2003000 .s ..........., and in consideration of the sum of 52 ..29.0...90.. paid by John J. & Joyce A.....Samperi.._.._ _......................_i....._._,..................... ...... ......... . of ........Cutehogue...............................__......._..__.. N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to construct first and partial second-story additions to the existing one-story residence and construct a 3.5 car garage at the easterly end of the property, and as depicted on the site plan prepared by Busch Associates all in accordance with the detailed specifications as presented in the originating application. dated November 20, 2003. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Trustees hid Y, 15. 2006 3: 25PM EIS E. Patohocur 6312866683 No. 6811 P, 21 Electrical Inspecaron Cert!, leate issue Dow FJocblcal Inspaetlon Saivism,Inc. Application 3/142006 379 Clanton Avenue 94961C East Patohopw,Now York 11772 (031)20SM42 issued To: Mr. and Mrs.John Sampler) Street: 1380 Bayberry Village: Cutchogue Zip: 11935 Town:Southold Section: '118 Block:02 Lot: 12 Contractor: (Meyer Electrical Corp.(L) Lic.C 4297-E Was examined and round to be In comptlanea rr101 the National El=n W Coda. iLJ Commercial I I NV Oefwte 1_I Pool [% Ist Freer IXI Indoor Ix! ■awment : Not Tub W Realdentlel I I Det.Gareye IXI Attic U(I2ndFloor Ix) Outdoor 1111 Addition i' Surrey swltcnw RecaptarJes nXtunis an Heaters AC Fens 62 49 68 1s 2 Dishwmshar Washer/Amps Dryer/Amps Own RangWAmps Mlcrowain" 1/20 1 20 1 GAS 2/50 1 GAS 1120 Fumace oil Gas c1mulefors Smoloo Detootor Bell Transformer 1 a 3 BY OTHERS Maar Amps Phase UG*H Jasua2l Television co Dstw w 1 300 1 Ix) / 1 Bldg. Permit: Other Equipment - 150 Amp Main Breaker Patters/ 1- 100 rJ�, �t�vt,�l/t_ mp Sub Panel/ 1-20 Amp Garbage isposal Receptacle 13.20 Amp Spec Outlets Hugo 3. 3 1-60 Amp Sub Panel/ 1-30 Amp A/C President ieconnecl/ 1.40 Amp A/C Disconnecf Radgh Tnspealon: GaIWlNDS .. tncyeaar; Bonn Me Mahn III iiiiii ysdim:, 02/1w2wf ----- rmyefe .. John Me Motion 111 This rwrinoste must not be a0ewd in anymeanef. Inspector,may to Identified by emir credentials. 3o g3yZ 7--- 4W1.SOON MW"IOW � ►Y 1441)74.1023 P. Q. a" 1170 T ' of (510)705.1602 SosA►�ph1, n.w Yah t 1011 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD maaIIv CA 7 1 0 x building Perolt No. 3oY3 2 owners SAth `�Pf fP sss• print) Plumbert KtM, 1 F.n9s'YrJV (p saa@*psInt) Z certify that the *older mood in the water supply system contains less than 2/10 of 1t lead. ss ! gnat •) 3wo to before as hisrA ry day of Notary Public, \���ounty � PAIN Mary►ubl�� d fly yak Oeali dein SUU01 N 9 CommissionExpireslan. 11, �� *0 SOOIy�� im TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ( FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE _ a ��- �' INSPECTOR OF SOUTyo� 3 of CoUNOMM TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION mwll - [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - � DATE _ /� 3 T INSPECTOR /;�" 3 O 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: t�, oK , e) k &-� DATE -- INSPECTOR � ' �� 3 o 'f 3 f Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM Kp S�: -� )Fj::7 IU DATEr ° INSPECTOR /� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: IVaak i DATE _�T ^ oS INSPECTOR ✓/ ,//� 765-1802 BUILDING DEPT. INSPECTION [,-I'FOUNDATION IST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -/ DATE -� �� INSPECTOR 6J=Z QS�FFO(,� Albert J. Krupski, President Q� CQG Town Hall James King,Vice-President = 'y� 53095 Route 25 Artie Foster O P.O. Box 1179 H Ken Poliwoda Southold, New York 11971-0959 Z Peggy A. Dickerson ' 'yifr0 �Qt' Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 22, 2004 J. Kevin McLaughlin, Esq. P.O. Box 1210 Southold, NY 11971 RE: JOHN & JOYCE SAMPIERI 1380 BAYBERRY RD., CUTCHOGUE SCTM#118-2-12 Dear Mr. McLaughlin: The following bction was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 22, 2004: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#5841 for a one-story addition to the existing one-family residence, and all as depicted on the plan prepared by Busch Associates last dated August 30, 2004. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, A4C*-� 9 ' Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims FIELD INSPECTION REPORT DATE _1 1 COMME/N+TS y z o/ �a r i.�S �L —C-H/ GS -cam CW L FOUNDATION(IST) L y xt ------------------------------------- FOUNDATION(2ND) V ROUGH FRAMING& r VJ y PLUMBING 0 ciaal INSULATION PER N.Y. 3 STATE ENERGY CODE - �D �4 FINAL I • ADDITIONAL COMMENTS \_0 a` m X °z I `d x d TOWN OF $OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN/HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ` Survey wwW. northfork.net/Southold/ PERMIT NO. 3&-114 Check Septic Form N.Y.S.D.E.C. Trustees Examined Z ,20� Contact: Approved 20 Mail to: Disapproved a/c 9 Phone: Expiration 2 1 � .20 dinIns for 2 I APPLICATION OR BUILDING PERMIT Date ,UNE I- 2004 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such data. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in.building for necessary inspections. (Signature of applicant or name,if a corporation) 88 -,,J"-f 1-441-J SrP£>ZT Z'A'k*o02 $fkGsfwe� i l`J• &t704, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Ae�tztec.T Name of owner of premises Jour 1, ANN >®yt t✓ Se.uPt�1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section I I$ Block o Z. Lot 1 Z Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupanky of proposed construction: a. Existing use and occupancy l�eL�1yG.+7�gc b. Intended use and occupancy V�fttww.-4-n Ot, _ 3. Nature of work (check which applicable): New Building Addition_Z Alteration Repair Removal_ Demolition Other Work (Description) 4. Estimated Cost C'Do: Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -1? '-Q' Rear (0t5 Depth Height 1 5'-0` Number of Stories 1 Dimensions of same structure with alterations or additions: Front /,o, Rear Depth 4 7'-o" Height 25 Number of Stories Z 8. Dimensions of entire new construction: Front ear (ate' Depth Height Z-5"--?1, _Number of Stories 2- 9. Size of lot: Front '1 Z' —Rear I I V -" Depth A 23' 4}V1 10. Date of Purchase A ZE-j` 1'1`15 Name of Former Owner {,n�Eri: Y—1 UL1-F�J 11. Zone or use district in which premises are situated 1' -AC) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES/NO 13. Will lot be re-graded? YES NOZWill excess fill be removed from premises? YESZNO ill U'Zt2l Vh,�YAW+ ..�.�iq 14. Names of Owner of premises Address u,. a Nv. „ Phone No.(5�� 741 5w5 Name of Architect � � Address ,ate ';;- ,,,.,.'"?nl "Phone No 631 ami oT Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES k/ 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 MAYBE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. . 1 , , 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) A"rn,oNY gu>No "-' ' " 'being duly,swom, depok'ei; and's�ys that (s)he is the applicant (Name of individual signing contract) above named, (S)He is theN.rSlJr (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this —day of J&rU _20QLL Notary Pulic DENISE BUSCH Signature of Applicant NOTARY PUBLIC-STATE OF NEW YORK I10.01-BU6066409 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES 11.13-20Pa gUPFOL/C CO EATS BOARD MEMBERS p� Southold Town Hall Auth D. Oliva, Chairwoman �� � 53095 Main Road Gerard P. Goehringer = P.O. Box 1179 Lydia A. Tortora Southold,NY 11971-0959 Vincent Orlando Gy p!. Tel. (631)765-1809 James Dinizio,Jr. ��l �p Fax(631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 4, 2004 ZBA#5483 -JOHN and JOYCE SAMPIERI Property Location: 1380 Bayberry Road, Cutchogue; CTM #1000-118-2-12. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' property consists of 44,615 sq, ft. ,and is improved by a single-family dwelling and two accessory shed structures, as shown on the July 6, 1996 survey prepared by Peconic Surveyors, P.C., updated September 28, 2003. BASIS OF APPLICATION: Building Department's December 4, 2003, Notice of Disapproval, citing Sections 100-242A and 100-30A.3, in its denial of a building permit application concerning proposed alterations and additions to the existing dwelling at less than 15 ft. on a single side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on February 26, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct alterations and second-story to an existing single-family dwelling, as shown on the site plan prepared by Busch Associates last- dated 12/18/03. The second-story addition is 1100+- sq. ft., proposed at 7'11" from the south/east side property line, with a proposed ridge height of 257" above grade. The existing shed and concrete pad in this yard area are to be removed; the existing front deck removed and replaced. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed partial second-story addition will be no closer to the existing side yard. There is substantial spacing, approximately 42 feet, between the applicants' dwelling in the affected side yard area and the nearest neighbor's dwelling. ,e 2—March 4,2004 i' }A#5483—J. and J.Sampied ji ;TM 1000-118-2-12 at Cutchogue 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than a variance because the applicants wish to build a partial second-story addition over an existing nonconforming setback. Without the variance, the addition would not be possible. 3. The variance granted herein is substantial to the code requirement. However, the second- story addition is over an existing dwelling with a nonconforming side yard setback, and is di minimus in considering all other factors. 4. The alleged difficulty has been self-created. 5. No evidence has been submitted to suggest that the relief granted will have an adverse impact on)physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of a partial second-story addition while preserving and protecting the character of the neighborhood and the heath, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all o the above and applying the balancing test under New York Town Law 267-B, motion was offered by Member Tortora, seconded by Member Orlando, and duly carried to GRANT the variance as applied for, as shown on the site plan prepared by Busch Associates last-dated 12/18/03. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Tortora, Orlando, and Dinizio. This Resolution was duly adopted (5-0). 0"J' & (Q" Ruth D. Oliva, Chairwoman 3/8/04 Approved for Filing 07/04/2003 00:46 6741569:393 JSiM1PIERI PAGE 02 New Yo State Department of Environmental Conservation Building -SUNY,Stony Brook.New York 11790-2386 aN44 Am Telephone 5 Facsimile 818)444-0175 afta INNEW Michm D.Zagah Commissioner October 15, 1996 Mr. Mrs. John Sampieri 33 Whitehall Blvd. Carden City, NY 11530 Re: 1-4738-01357/00001 Sampieri Property Bayberry Rd, Cutchogue SCTM #1000-118-2-12 Dear r. G Mrs. Sampieri: Basedl on the information you have submitted, the New York State Depa ment of Environmental Conservation has determined that: the roperty landward of the top of the bank greater than 10' elevaion as shown on the survey prepared by Peconic Surveyors, dated tJuly 6, 1996 and last revised October 3, 1996 is beyond the juris action of Article 25 Tidal Wetlands. There ore, in accordance with the current Tidal Wetlands Land Use ' Regal tions (6NYCRR Part 661) no permit is required under the Tidal Wetla ds Act. Please be advised, however, that no construction, sedi ntation, or disturbance of any kind may take place seaward of the idal wetlands jurisdictional boundary, as indicated above, witho t a permit. It is your responsibility to ensure that all neces ary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation withi Tidal Wetlands jurisdiction which may result from your proje t. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your projopt (i.e. a 15' to 201 wide construction area) or erecting a tempo ary fence, barrier, or hay bale berm. Pleas be further advised that this letter does not relieve you of the r sponsibility of obtaining any necessary permits or approvals from ther agencies. Very yttruly lyours, Permit Adistrat� MMR cc: MNP ale I • - gUFFO(,� Albert J. Krupski,President O� CQ Town Hall James King,Vice-President =� Gy� 53095 Route 25 - Artie Foster d P.O.Box 1179 H Z Southold,New York 11971-0959 Ken Poliwoda 15O n� Peggy A. Dickerson 4, � �\� Telephone(631)765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 17, 2003 J. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 RE: JOHN J. & JOYCE A. SAMPIERI 1380 BAYBERRY RD., CUTCHOGUE SCTM#118-2-12 ' Dear Mr. McLaughlin: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 17, 2003 regarding the above matter: WHEREAS, J. Kevin McLaughlin, Esq. on behalf of JOHN & JOYCE SAMPIERI applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 25, 2003, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 17, 2003, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, t t WHEREAS,the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of JOHN J. & JOYCE A. SAMPIERI to construct first and partial second-story additions to the existing one-story residence and construct a 3.5 car garage at the easterly end of the property, and as depicted on the site plan prepared by Busch Associates dated November 20, 2003. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fire of$5.00 per inspection. (See attached schedule.) Fees: $5.00 Very truly ��yours, A Albert J. Krupski, Jr. President, Board of Trustees AJK/lms I I TERMS and COND(110NS [� The pia JOHN J. & JOYCE A. SAMPIERI I .7 ming at 1380 Bayberry Rd. , Cutchogue, NY N. Y as III parr of the consideration for the issuance of the Permit does understand and prescribe to the fol- lowing: .I i. That the said Board of Trustees sad the Town of Southold an released from any and all damages, or eaims for damages, of wits arising directly or indirectly as a result of any oper- ation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such adts-initiated by third parties, and the said P atanma fall liability with respect thereto, to_the complete exclusion of the Boned of Trostea of the Town of Somhold 2. That this Permit is valid for a period of 24 mos. which Is considered to be the estimated time'requiced to complete the work involved, but should circumstances warrant, tequeat for an extension may be made to the Board at a later date. 3. That this Oermit should be retained indefinitely, or as long as the said Permittee wishes ' to maintain the structure or project involved, to provide evidence to anyone concerned that auuh- ' orhation was originally obtained. I 4. That the work involved will be subject to the inspection and approval of the Board or 'I its agents, and non-compliance with.the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board. "I 5. That there will be no unreasonable interference with navigation as a result of the work i herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations In the location of the wort herein authorized, or if, in the opinion of the Board of Trustees, the. work shall cause unreasonable obstruction to free navigation, the aid Permittee will be required, upon doe notice, to remove or alter this wort or project herein stated widx mt expenses to the Town Of Southold a. That the said Board will be notified by the Permittee of the completion.of the wart aath- oth ed. 9. That the Permittee will obtain all other permits and consents that may be required sap. plemental.to this permit which may be subject to revoke upon failure to obtain amu. �.Krupski,President Town Hall .nes King,Vice-President _A�fFO(� 53095 Route 25 Artie Foster �� P.O.Box 1179 Ken Poliwoda ~ Southold,New York 11971-0959 Peggy A.Dickerson Z Telephone(631)765-1892 Oy Fax(631) 765-1366 '�'pl � ,>)•a�' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1st day of construction % constructed ,L1 _ Project complete, compliance inspection. FORM NO. 3 _ TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30434 Z Date JUNE 23 , 2004 Permission is hereby granted to: JOHN J & JOYCE A SAMPIERI APT M-19 GARDEN CITY,NY 11530 for ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AND CONSTRUCTION OF AN ACCESSORY GARAGE PER ZBA, TRUSTEES & DEC. 2 COS REQUIRED SIMULTANEOUSLY at premises located at 1380 BAYBERRY RD CUTCHOGUE County Tax Map No. 473889 Section 118 Block 0002 Lot No. 012 pursuant to application dated JUNE 18, 2004 and approved by the Building Inspector to expire on DECEMBER 2a, 2005 .05 Fee $ 1, 333 . 20 ALi thorized Signature COPY Rev. 5/8/02 _ TOWN OF SOUTHOLD PROPERTY RECORD CARD �e -• z - iz q OWNER STREET I ''� VILLAGE DIST. SUB. LOT 4tl� O / T a ear g /YaI fJd �o ti�� uo Aa 1�� FORMER OW R N E ACR. a-ewda A/O A 767 qp uen.�e— p, flu l`eye S W TYPE%FBUILDING r1 ,� q ;ES., a SEAS. VL. FARM COMM. CB. MISC. Mkt. Value J LAND IMP. TOTAL DATE REMARKS /0 C00 �saoo. G/e G 778j / Y00 46 7/ �� �s //Sato �ioe ab8, E C �I, Mu - v �)e �6Q "� lb' b 9Z OD 3 Z �6 •B J. /e r. 6 L vr � v Wf/',•�.� ,f C �Z000 ✓ od o 0 93 oa J P1,73 as 4S- LI1"11 - len"*vW o60 a 7900 10 000 011 S- 5 - e1 VQ. C' t�? tq cS G.jGt A E BtOe� B L GC DITI 41 NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre filloble 1 r'll_LI_ •1 I IIIVVIC L "illable 3 Voodland swampland FRONTAGE ON WATER �d� �j( � 7 0 0 <ZQ 7 t/ irushland FRONTAGE ON ROAD ��// louse Plot DEPTH RV e ila Z 72 7 f y BULKHEAD 'otaI DOCK NOON■■®! ®e��sil�G■■■■NONE■soon ■■■■t■s!f�■s Mom llMIET�■■Mom■Mom ■ ■■�■■ ■■■■■liFo�®0a1OO■■■NONE Ems No MM1www - USE n■sE■n■!,l■■s■■lIEsO■E■■O■■E■■ i ` ■■E■t sliii'ea��r��is!1'�!�s O■■■■■■■EON ■■■EEEM ■■NNE■ MEN M M ONE so MMM ME O■n■■■sss■■■■■MONDE■ OMEN DEN ■■■■■■■■■■■■■■■■mmm Oo■' �■� Place . . �...�, Dormer® + l APPEALS BOARD MEMBERS SOfFO(� e'O Southold Town Hall Ruth D. Oliva, Chairwoman � 53095 Main Road Gerard P. Goehringer ce Z P.O. Box 1179 Lydia A. Tortora G ^+ Southold,NY 11971-0959 Vincent Orlando y p!� Tel. (631) 765-1809 James Dinizio, Jr. �Ol �� Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD March 9, 2004 Reoular Mail and Fax Transmission J. Kevin McLaughlin, Esq. 44210 Rt. 48 P.O. Box 1210 Southold, NY 11971 Re: Appl. No. 5483 —Variance (Sampieri Site) Dear Ar =99M1n: Enclosed please find a copy of the findings and determination, with conditions, rendered at Zoning Board of Appeals Meeting held March 4, 2004. Please be sure to contact the Building Department (765-1802) for the final step in the building-zoning permit review process, and any other agency which may have jurisdiction. Thank you. Very truly yours, �t2tl�£Jr��t - inda Kowalski Enclosure Copy of Decision also furnished 3/8/04 to: Building Department 7 U THOLD TRUSTEES t , No. I MIT - � €z , Is$ d To Date Address } THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE lTOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /03 APPLICANT: ��� C 1 d L \ DATE SUBMITTED: / /03 SCTM#DISTRICT: 1,000, SECTION: _��, BLOCK: . , LOT: I'I- SUBDIVISION?,Is 01- ADDRESS: L3,To Q,, Wrq CITY: ZONING DISTRICT: f q,CONFORMING*. _S BUILDING PERMITS OPEN/EXPIRED: PRE C OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN-1997 100-25.Merger.(A nonconforming at anytime after REQ. LOT SIZE: 'q"K ACT. LOT SIZE:4 II0 REQ. LOT COV. c T COV. '/ REQ. FRONT Sb PROP. FRONT RE r Z r . SIDE Qom_ 1p PROP. REAR REQ. HEIG P. HEIGHT PROJECT DESCRIPTION: CZS ESTIMATED PROJECT COST: WATERFRONT? DESCRIPTION: ��. PANEL # 6 2-FLOOD ZONE: APPROV LS REQUIRED SUFFOLK COUNTY HEALT PT: YES or4ED#): DTE: TOWN SEPTIC RECEIPT: Y"` N ——— NEW YORK STATE DEC: PRE-DEC 91"' S or NO NS DTE: /_ PERMIT#: SO�UTHOLD TOWN TRUSTEES: r NO DTE: / / / PERMIT#: T WN ZONING BOARD APPROV or O DTE / / PERMIT#.-� TOWN PLAN. BOARD APPROVAL: or TE: _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): ES or O NOTES: FEE STRUCTURE: FOUNDATION: 6'Zy SF FIRST FLOOR: .2 It L SF SECOND FLOOR: Iz,-4 1� SF OTHER: ':� o SF - 6 INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 2,© r- 1. `C'G�SF)- ') �) SF)-,;�SF X $ `� O=$�( +$) ±)O +$ _$ LO 2. ( ��C) SF)- ( V SF)=4?0SF X $ k%4 $ +$ �� +$ =s 3. (__SF)- (---SF)= SF X $ _$ +$ +$– FINAL TOT : $ �� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: / Ground Snow Load:45 Wind Speed: 12OMPH Seismic Desi -n Category:B ✓ Weathering: Frost De the 36" Ter � g mite:M-H ` Decay: S-M � P Design Temp: 11 Ice Shield Underlay: YES ✓ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: . x TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PR SCRIPTIVE FULL FRAMING DESIGN ELEMENTS-'�/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATION vN LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: 1 l' MISSLE TEST REQUIREMENTS:Q/N �l EGRESS 5.7 S.F.:�N { LIGHT 8%:O/N VENT 4%':�/N NAILING/CONSTRUCTION SCHEDULE:&N MEANS OF EGRESS: /N PLUMBING RISER DIAG LOCATION OF FIRE PROTEC EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATIO : Y/N ENERGY CALCS6/N TOTAL COMPLIENCE? (RETURN TO PAGE ONE) m UTX POLE N m • :: N M • N T —1 /V �O s$ n O \y c y 9 \� X29 • rJ• 3 1' 8 �6•5. 00.00 14-- —,14' 10'90 7 e• rr �13• 0111POLE um r0 0 s•`� 9' ©• r ©4 0 a / o ro�E O, O° DO 0/2- / o 016' 7'1 C)e O z; rr , �d 0 i 0 / X6'1 % :ae �0 V.0Ir � veNTell rAN 96 , I� 7- 1 1• `moo °� �� 1g•. �,.� Y' \ \or p'• �� SURVEY OF. Z PROPER Y A T NASSAU POINT TOWN OF SOU THOLD SUFFOLK COUNTY, N. Y. 1000 — 118 - 02 - 12 Scale: 1" = 40' July 61 1996 July 30,1996 Aug. 3, 1996(addit. contours) Oct. 3, 1996 (lop bank) Sept. 28, 2003 (outline survey 8 lopogrophicol into.) LOT NUMBERS ARE REFERENCED TO AMENDED MAP A MAP OF NASSAU POINT CLUB PROPERTY, FILED AUG. 16,1922 AS MAP NO. 156 �,�'pF NEW Y AREA = 44,615 sq. ft to tie, lines C2 1.ME P4 Y.S. LIC. NO. 49618 TREES ( I AX(631) 765 - 1797 P. . CONTOUR LINE 4 ELEVATIONS ARE REFERENCED 1230 ER STREET TO N.G.V.D. SOUTHOLD, N.Y. 11971 96 - 192 Say 3V-27- m N �� � m Nm �A ED/�• , i U Y �e 1s• s'•b09• 14~ 14' 10.9 �e. 12_ Q6' �4 "/- �� Q/s• 6• 101• ge. s r 0.1. 916• / un. 13'0 0 s.,"� 00 0 te . © p s'/ ra s• . o 0 O 00 0/s•�a 0 e=`0 r r ' O r n• i / � � 0 © CkA 110 1r ty ' %VO wk / ' P � � V J C1 . , 1 \ 0 1 �a' �or�. bat y carm / � sue. t• y 1 (f 0 O s F. SURVEY OF PROPERTY . A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000 - 118 - 02 - 12 Scale: 1" = 40' July 6, 1996 July 30,/996 Aug. 3, 1996(addit, contours) Oct. 3, 1996 (top bank) Sept. 28, 2003 (outline survey 6 to Info.) LOT NUMBERS ARE REFERENCED TO AMENDED MAP A DEC. 1, 2004 ( foundol/on local/ �cE F Wy MAP OF NASSAU POINT CLUB PROPERTY, FILED AUG. 16,1922 o AS MAP NO. 156 CD S MEr o�R AREA = 44,615 sq ft to tie , lines Mo. / N. iJfQ0Ab 496/8 'SURVEY TREES (6.3/)765 - 50200FAX i63/) 765 - 1797 P. O. BOX 909 CONTOUR LINE 8 ELEVATIONS ARE REFERENCED 1230 TRAVELER STREET TO N.G.V.D. SOUTHOLD, N.Y. 1197/ 96 - 192 M I un. N 'r "` M N m _ O N � nm iQ0r - /O 6' O • u• �s �,e c Io• � @r Y NQ^ AH• lo•C3B• rr• - B• � °• e•, 9�6" o� a' Or a• Syr r ` urs ' 0 P" p �e 00' proe p © /O r, rJ / 6*0 � . lr y 1 �v V �0 i i NO o � A l � off\. U� �• d .� ���of e` �i8 /. 4� EP z ,.»�� \ � o�, � ,T k• tib• O SURVEY. OF. �o PROPERTY . A T NASSAU 'POINT TO WN OF SOUTHOLD SUFFOLK COU. NTY, N. Y. 1000 - 118 - 02 - 12 Scale: I" = 40' Ally 6, 1996 July 30,1996 Aug. 3, 1996(addit. contours) Oct. 3, 1996 (top bank) Sept. 28, 2003 lawn survey 8 topographical Info.) LOT NUMBERS ARE REFERENCED TO AMENDED MAP A MAP OF NASSAU POINT CLUB PROPERTY, FILED AUG. 16,1922 AS MAP-NO. 156 SOF NEW yo AREA = 44,615 sq. ft. to tie• Ayes C2 1.MEr2Q'� Y.S. LIC. NO. 49618 0 - TREES ( AAbl) 765 - 1797 P. CONTOUR LINE 8 ELEVATIONS ARE REFERENCED 1230 ER STREET TO AB.V.D. SOUTHOLD, N.Y. 11971 96 - 192 -"-C_PLOTS_BUSCH4_SAMPIERI_10_8_04 PAGE 1 - 1 017104 2.1228 PM CERTIFICATION OF NAILING & CONNECTIONS __ _ _ - R.EQVIRED. BuschA - — Architecture • • Interiors SAMPIEDENPE I RE 88 WEST MAIN STREET 2NDFLOOR SHOREBAY • 0 . PROPOSED ADDITION AND ALTERATIONS • . • 0900 FAX: 6311 969 7956 UNDERWRITERS CERTIFICATE OCCUPANCY OR REQUIRED USE IS UNLAWFUL CERTIF1380 BAYBERRY ROAD OFTOCCU OCCUPANCY �ATEI CUTCH G U E , NY 11935 OWNER CONTACT INFORMATION: ALL CONSTRUCrIM SOF NASSAU POINT JOHNAND JOYCE YAVE RI NETTHE REQUIREMENT30F11t CDDESOFNEWYORKST,ATE 111 CHERRY VALLEY AVENUE, M19 GARDEN CITY, NY 11530 PLUMBERCERTIFICATION PHONE. 516 741 5693 DIST . 10 0 0 SEC : 118 ON LEAD CONTENT BEFORE B L , 0 2 LOT : 12 FAX: 516 741 5693 CERTIFICATE OF OCCUPANCY SOLDER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I%LEAD. ENERGY CALCULATIONS: DO NOT PROCEED WITH FRAMING UNTIL SURVEY REFER TO THE CERTIFIED REScIleck (VERSION 3 5, OFf0UNDATIONLOCATION Z APPROVED AS NOTED HAS BEEN APPROVED. Zen RELEASE 1c) COMPLIANCE CERTIFICATE BELOW, IN 1 3o¢3¢ COMPLY WITH ALL CODES OF FULL COMPLIANCE WITH THE NEW YORK STATE DATE: /� B.P.B CARRI GTON 2 ENERGY CONSERVATION CONSTRUCTION CODE. FEE. I333'z, By, r, 9 NIEREWWW YORK TANDTE&TOWNONSO my �n NOTIF BUILDING DEPARTMENT AT �' REOINIIEO AND CONDITIONS OF 765-1802 8 A TO 4 P FOR THE 3141N IWMTQWNZBA ➢O FOLLOWING INSPECTIONS: - -Permit\umber 1. FOUNDATION - TWO REOUIRED Hca SOIRNQOTONMPIANNNGBDAAD ➢ Z� FOR POURED CONCRETE 1211713 500 11I)TAMITRUSTEES 3 PO 2. ROUGH - FRAMING & PLUMBING x1.5 KYaS:DB) P RESeheck Compliance Certificate CII3y/Date 8, INSULATION A 4 4. FINAL - CONSTRUCTION MUST New York State Energy Conservation Construction Code IBE COMPLETE FOR C.O. RESaheck Seftwnm Vinson 3 5 Release 1n ALL CONSTRUCTION SHALL MEET THE � DIN Cllcaumt P.�jobsI032001-R22(Sampieri)ORAWINGSIPre.bid'Cenewolinn DocunimWeergy q(� u/,r I�'�"I BAYBERRY eake.rel RIMUIREMENTS OF THE CODES OF NEW l(z0NE T _1Im - T _ _ ---I iS I C F r l C T L T �y� . I - T l;f - T f '-f� f J �� - - L L I T : `r—_- PRO TEC'C TITLE: Sam per Rash]c n cc D�yl�.lr�',(6HIJ(i N R'D I`L'^',-11r.R�Cr R F1�J 1 ' Il11Tr Cif:TCr71,- f�Ll�I ZC _ - I-_ _I^��Iry' r;�T N 1-111 LL C -I FLJ �1�1I IT � I 1-r-I I-I I-I r I_r' I LLAT_ IT?�_I -_,�y""1'r1_ L J TNI E I l rl_7 I I_ r I L t t IPL- Tri '�5`�II�I I I I T -I 1 r1 - L1 �. _L J J I fr I � L I T - ,Illi_ri L�LJ � rr_�4lr rtl � _rrI-r. -Tr,� U '�- D l-frr�Ll it-r4_Is -ZrLill �lr_- '- r��i�TII T'_T- iYr r1 .,� TrTTYid��l ,' I '-r'TTY_�r1i 3 T 4 _ I _J.1 +L�rt r' CHI -_r-r [Imi ,I? ITr I_- 1 _I I r _ t T i :?T - - _ 'z_ I'r� ' 'iI tom\ I. I I L r -I KEY MAP HATCH INDICATES COUNTY Sull'oll: I `-�ti= T I`II J I_ I ISI L l 1 L rr 1 _ D7 t - 1 r T_ T'-I LI - 1 1 -- IJ 1-T] I _ lT_, I LI I_LI - 1-�I II LL_T -I L, fI1 - .I _. I _ -r�� FJ f�_ `I �.lµ hL-I_2._ 11 1-1,J LI_�c . HllD 57SUw Yark lll_IJ,T3 L, I LS1 J_ I_ -T 1 _I ] ].. - L2 _--r �'-14''1-_.J T 1 I� Tl I _C rT� `- r -_r-: I 'TSS ,< Tr L' � I- L yl HILI " It -} rTt. I1 ' -TTL� LTr T f WATER TRUE T 1 � r } rl LJ - _ _,7 ]�J 8 - - _�T ]rl rllllT'T _I Irl Ill .-I L� llr, l IL J r L-r l _ 1 Z --1 ,-T` rTL-� NT.S. NORTH® L_I _ � '-I -FillR 1r�1 4- u _ 1 . ' LT� TFI MITI CONSTRUCTIONIYPL: IYl'E, UcluchuJlor2mimrly' f LJ FIJI T�T'-LL�-1T-1 -1ILrl ,-IJ-11J I 1 1_ 11 .1 IJ_ Ill_�T_ I -IJL r,LrI .TT .7111,I .l llll,?_ JLf� Il -.IL _I JTI I�Ji -I IIS -- II n RLI ES pTE ,pr r_1 _--� rrr rL1111_111- I I �� J - -1 I ' r111 -L,- nr I�11-1 T1II��- IIEAIING 1'YPL:Nan Llectrm I � T f L_ T r' - � � � T I h �c� �'i t �F ❑ I, - ,Iµ' 111 �4I I �r-,Y!ri'� -1_I1�l.CJ.r1_I -1 t.. -- -�' 1'S� "YG1OR4,rY�QVRINIi ' r l--i(I_Ii 111 1 rTT T- l_I IT L L _I_' LI' t._''i_TJ '_' u�I DATE:09/30/04 -'' II`nE1F'_ 1` � � �Fr�I �T' �TI-i`T "TT Imo`-,._ 1_T 1 1C L' �IJI !�llti 1-�Lr�111 J�IIL,rL L1r�l, -r['I r r��_i rr 1 fTf�l LIIi14.C1�III II17_ II� 11 -ITT 1 1 - - � - r 1 r-r - - DArE GEPL.4NS 10/erosLTJII r1 .J -rl fl t I_ T�I t I. I 11 Lb r ,.Lir-rL� - 'r� r4 r.I1 -I Ld_t1T=1 �7 ,r,' II-I Ir iI � II ' r11 L � , - � _ T# _ KQ LATESTISSUE _ 'YNi744T' I .; Y- 1 'J -I 1 ' r`1 - -L,1 I l r r I I 1 a '4l �T I_ 1 11J T I;I L�L�,lll t -�t�� _ 411 JOB NO 032001 R-22 (REVISED SCOPE OF WOR I'l�l� - - Y,Y 4,r -1 LI I_'1171L .�jlL,- TTC'- `� Lir siL I7I 1J-. 11T�!I IITt Lrr�r t-lil (Li IS1]T4 �JJ ITt r- 11-I� '''lil —i1 �, ,i,�Irl 7111 : f 1 LI ` PROJECT DESCRIPTION: - I -T-FTS T -T - �CF1 T- I- `I -L J Lr J l rT - ] - - ,) _-7 TC� aAu03zoa1-rzz �C - sTT y i _ . 1 I I ,�-r 1 1 - �- 1 I I -r - _r --r -TTL-1 1 _ LITl- LIT - - -_L r1 �T C01 COVER SHEET 10/8/04 'JI S T _r�T f-T`r "- J T_1J_ LTC-LCLI - I 1 - L2-r �- T�- -LLT1T T,1- - r i I_S-I I r-r IT, _ SP01 PROPOSED SITE PLAN 10/8/04 _- COMPLIANCE: P...ey - _� TZ 1l' 1 _ D101 FOUNDATION DEMOLITION PLAN I� -IL " -- _ - �L - -- - - _ -- --_ JAI f _--_ 1 -1'' I1 D102 FIRST FLOOR DEMOLITION PLAN 10/8/04 Ma%imum 114 597 J 7 I Y - - r Ll -I 1� r-- - lr I _ -1 I,I ILII ��h I_I it l_C I 1 10/8/04 Yum llanrc UA 593 III- - L 1 1 _ Ili _ - ,LL l JL._ IJ__ _� _ - LI IT ^� 2.3ss Beller nh.hn cede(LIA rI.I I J _ r—rII�II -'.� r 101101 . -I, I I ] I �I -1'� go -- T 7 Ir-I I_ I T�lT 111, ul 111 ,' - - — 10/8/04 1�TLj II III- - -I - _ _ - - - �1 A101 FOUNDATION CONSTRUCTION PLAN_ T ] Ir_ ',i_ 1 �C_ LLL_ - - _ ' l� 1II11 A102 FIRST FLOOR CONSTRUCTION PLANArno. cw.ns 1 1 1111IT1- I�- - l.l_ II I �J _ �',_ I I _I - TTI (� _i _ J llr) � IIL"1111- J Ilfj, 10/8/04 ore emit, cant o Doer I'�l IL t �rt11 L_ � � '� 1I C�,I __ - -I L` I_ -, TY[ J-I , I A103 ROOF CONSTRUCTION PLAN 10/8/04 ger �r Ryowe avahhe ulaemr fTTl� [I I'r I ' I1 LJ _ T IIR- i. J Ill . 11ll I_'1 ��TITI-Tr117` _ II ' 1 Il - 1LL_ I I1 _ _' � -_, rl ,_ CedingI cetrn Sons...Trn.. 3041 390 00 I I I I -- I I I_I111TL]_1111`1 I _ , _ - ', I r l LIIIL1� ?ill -' 111�� I. , 1 l i r �I A501 EXTERIOR ELEVATIONS 10/8/04 aa, JI, , FII ;I I''ll11 r - ',Irl-1 _ IIillljr� -- I_-__ __ --J 't _ I,I.T_7J L 4 111 _IIL CJIL .I1TI I`II jl`' A502 EXTERIOR ELEVATIONSIcell ns z camtarm calms(no alt al s1 I9 a 0 0 L VIII 7Y I 1 �] L 10/8/04 Nall 1.W'um11'ruma l6 ac 2477 150 00 - 1� JT11 'ill F LIL4 I `� - 11rrr -I jl - -_- _ 1El r - .ice � I: 111 Tr Ll -I _ ITI I - 1111 1 -11J 11 'TT17 T . I,iTI�I'.L�'� 7 � LL L-L' i�Il .[11 f1_ITI II IIJIILLI _li[- _ ,- _ -__ _ a_ L,� f11T, T __ —L - L11 7TI� I' III e _'_I 1;- _I,l n_ �'T� I- _I'I II�I -' I)L � A601 NOTES & SCHEDULES 10/8/04 W' ndnw I ll'ond I+roma Double Pon. with I oxC 10 0.340 J I I I- 1 Wrnanw t cagy 1.Woad Frame Double Pone with Lew I_ 30 03+0 - __ _ _ _ - _- _-- - - A602 WIND BORNE DEBRIS PANEL PLAN 10/8/04 Window 3:wood PramcDouble Pone with Low.P. 22 034 Whndaw 3 copy l:Weed Unm,Double Pane with Low-E 22 0340 A701 BUILDING SECTIONS 10/$/04 Window 3 copy 2 Wood FramcDoublo Pane with Low-E 22 0 340 A801 SECTION DETAILS & BATH ELEVATION Window 6:Wend Frame:Danble Pane with Low-E 7 0340 10/$/04' Window T Wood Frame Double Pone with Low-E 15 0340 NOTE: A901 WIND LOAD DESIGN 10/8/04 wind uin 7 copy l:Woad Prumc,Uonblc Punt with Law-E 15 0340 A902 WIND LOAD DESIGN Wmdew 7cupy 2:W ood Frumc,Conti].Pant w,Ih Luw-E 15 0340 THIS VIEW IS SCHEMATIC AND 10/$/0¢ Window 7co y3:Wood Prame:Daublc Pane with Law-E IS 0.340 NOT TO BE USED FOR CONSTRUC7f10N p PURPOSES ME101 BASEMENT MECHANICAL & POWER PLAN 10/8/04 Rhndow 11 Wood PiameD crit Pane IS 0500 Window l2:Wend F,am.Deal, a Pane wLLb.seas-F. 8 0340 ME102 FIRST FLOOR MECHANICAL & POWER PLAN 10/8/04 Wmdaw 13:wen mum.Doable Pone with L.o-E 19 0340 ME301 MECHANICAL & ELECTRICAL DETAILS 10/8/04 Duorl Gl.us 49 0.330 Dun,2.Glens 42 0 330 • Door 2 copy l:Glass 42 0330 Door 2 copy 2:Glad. 42 1L330 Door 5 Glass 63 0330 Door6 Glass 111 0.330 Door Y Glass 21 0330 Fluor 1:All-Wind J.ud;T...a Over Unconditioned Spot. 3099 19.0 0.0 Air Cnndith=P Elccvm Central.Sir, IU SEER Air Conditioner 2.Lleclric Control Air, 10 SEER Rader I. Other(Facepl Gam-Fired Steam),56 2 AFUL COMPI3ANCF.STATEMENT, The protin.ed building retire...Ed in this document a Inmos eel with the building plans,specifications,and other calcolubom submitted with this permit application. 'rhe proposed PRE APPROVALS: %systems hove heen designed m meet the Nov York Stale Energy Conservation Caostructmn Code Ijuircmenb. When a Repainted Design Professional has.tampedand signed this page,they art aftcsting 1 . NEW YORK STATE DEPARTMENT OF 'hat to the hest of his/her knowledge,belief,and phafcssimul lodgment,ouch plans or specifications ore in TABLE R3 1.2(1) c urphanee with this Cade ENVIRONMENTAL CONSERVATION- RECEIVED LETTER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA nnOdedDmigner..................... 7777 _ . - _ Dat e____-7777 OF NON JURISDICTION DATED OCTOBER 15, 1996 # 1 -4738-01357/00001 , FOR ALL WORK LANDWARD OFGROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIEELD FLOOD 10' ELEVATION CONTOUR. SNOW DESIGN FROST LINE DESIGN UNDERLAWMENT HAZARDS 2. TOWN OF SOUTHOLD BOARD OF TRUSTEES LOAD SPEED (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REOUIREED APPROVAL, PERMIT #5841 , ISSUED NOVEMBER 17, 45 120 B SEVERE 3'-D MODERATE- SLIGHT- YES BY PLANS 2003. HEAW MODERATE EXAMINER 3. TOWN OF SOUTHOLD ZONING BOARD OF APPEAL'S- APPROVAL OF AREA VARIANCE, DATED MARCH 4, 2004, APPLICATION # 5483. o�pNDAACy 4. TOWN OF SOUTHOLD BOARD OF TRUSTEES APPROVAL, AMENDMENT TO PERMIT #5841 , ISSUED It SEPTEMBER 22, 2004. FILING/CONST RELEASE 2 10/08/04A.cP� 4'q 024611 Q� REVISED SCOPE OF WORK OFNEWy BUDGETARY/PRICING RELEASE 1 09/07/04 -- ' ISSUES NO DATE - °-C_PLOTS_B U SCH 4_SAM PI E R 1_10_8_04 PAGE 2- I 017104 2:12 28 PM 0 � 0 0 m GENERAL NOTES: JbL_____------------_--------------__------------- ❑ O THIS WORK IS NOT IN CONTRACT, ___, ♦ / 1 N, O f I. CONTRACTOR 5HALL ERECT ALL NECESSARY AND FOR FUTURE REFERENCE ONLY , 1 N T BARRIERS AS REQUIRED TO PROTECT O ADJACENT BUILDINGS AND PROPERTY WHILE PROPOSED 250 CF CAPACITY STORM / I 9 Z [V DEMOLITION AND CONSTRUCTION ARE IN WATER LEACHING BASIN (10 DIA, II 4' DEEP). LU PROGRESS. CONNECT TO ALL ROOF GU TERS ! LEADERS / %In 2. ALL ITEMS NOT BEING REUSED OR y / W < RETURNED TO THE OWNER SHALL BE REMOVED / FROM THE PREMISES. / // 1 W co W Y 3. LOCATION OF EXISTING INCOMING WATER SERVICE CONTRACTOR SHALL CONTACT SCWA / ♦ / O O UJ w TO VALVE OFF SERVICE AT STREET DURING 0` // 1 ➢ LL � PRIMARY DEMOLITION. CONTRACTOR TO // PROVIDE FOR NEW SERVICE A5 PER PLANS. ry _ _ cz z �L 4. EXISTING ELECTRICAL SERVICE 10 BE > O O Z O) ADAPTED FOR USE OF TEMPORARY SERVICE PROPOSED SINGLE STORY, 3X2 CAR I �� �- 0- ADAPTDURING INITIAL CONSTRUCTION, CONTRACTOR GARAGE: REMOVE +/- 65 CU.YD. _ / W a j TO PHASE OUT WITH PROPOSED NEW SERVICE. 12� / a) O a / _ �� i/ ' / 1 \ QC) } UTILITIES COORDINATION NOTES B' �\ W LU 1 oa 0 1. CONTRACTOR SHALL BE RESPONSIBLE TO 141 , \ 501 W COORDINATE LOCATION OF ALL EXISTING AND G. bn / \ 1 / O (n W b NEW INCOMING UTILITIES, AND PROVIDE 0 ♦ 1B' , 11 / (n � -J MAINTENANCE AND PROTECTION AS REQUIRED. REMOVE TREES IN AREA OF CONSTRUCTION " \ LL 2. CONTRACTOR TO PROVIDE SLEEVES AND 13n 1 / :i I \ % , '� m WEATHER PROTECTION FOR WALL 171 B / 10' 1 / O PENETRATIONS AT INCOMING UTLTIES. PROPOSED ASPHALT GARAGE / " ` /. \ S m a S. ALL UTILITIES SHALL BE AS PER TOWN OF ACCESS/APRON g" b" 9 /r '(p SOUTHOLD, STATE AND GOVERNING AGENCIES ` S ¢¢ m ppz o CODE. O IB' n , " O Bn ; bn \„/� �' j z �¢- 2pz¢F wZzmo >¢ 4. ALL NEW UNDERGROUND UTILITIES TO BE PROVIDE WATER TIGHT ELECTRICAL _w PER TOWN OF SOUTHOLD AND LIPA AND OR BOX FOR FUTURE TIE IN TO I b,: / 12" i1/ / ¢F a Z a i o'Fo LL-`�-F APPROPRIATE GOVERNING AGENCY PROPOSED GARAGE PANEL. /, �� / REQUIREMENTS. CONTRACTOR IS RESPON51BLE a RUN PROPOSED I" COPPER WATER SERVICE �� > w toz Q m o C7 o m-w¢ TO SUBMIT FOR AND OBTAIN ALL UTILITY gn 'Ifw ¢ t Fz z z¢ z¢w> O m z PERMITS REQUIRED FOR THE SCOPE OF WORK. TO EXISTING PUBLIC WATER AT STREET. r / 5" / \ 1611 / / g z a 3 sF g w 0 0w<,o z 0 o K b COORDINATE WITH LOCAL WATER AUTHORITY / " C~ / _ 0 ¢ ap¢O o ALL EXISTING UTILITIES (I.E. INCOMING WATER FOR INSTALLATION OF NEW METER. ♦ / Be !' Sn w p O Q LL o a oa g ¢z o w w z Q Q a 3 p SERVICE ! SEPTIC SYSTEM), TO BE LOCATED CONTRACTOR SHALL MAINTAIN MINIMUM PROPERTY LINE FFE: I/q'„ " �„i ° Ol'1 / / 9:Z7-u z xoz m�oz o m p¢z o t0 w o AND COORDINATED WITH PROPOSED CLEARANCE BETWEEN WATER AND ELECTRIC \ 1 y ,. ♦ pow¢ U¢�w i Q o a w w a �,r o CONSTRUCTION. CONTRACTOR TO COORDINATE CONDUIT b" 911 ?¢Q Q Z m U IM c7 y€z o w w w 4 ALL. r� C� r it : i..i li B" . Fwa¢3 ago o¢zz oOw'mmpw S. THE CONTRACTOR SHALL INCLUDE A $4,000 3" BURIED CONDUIT FEED SET BACK LINE ♦ i b h t.. " ♦ �^ aJ z 0 a i x¢ w 0 m 3Q o a i m o Q2UyU- ¢U U ALLOWANCE FOR UTILITY CONNECTION FEES. TO GARAGE FOR FUTURE / , „ / 16" \ P p w 0¢o o r¢J 30 0 0 o N o o THIS ALLOWANCE SHALL BE USED FOR ELECTRICAL SUB PANEL. r n / B / >C o w w�Q o w o w g w w w w DOCUMENTED UTILITY PERMIT FEES AND SHALL PROVIDE IN CURRENT �/ i �/ ��i 17n I / oN w Z N m zm w v w O w w€m o g NOT BE USED FOR ANY CONTRACTOR COSTS. SCOPE OF WORK. / ' " r"l v o, ¢m a z¢¢o REFER TO BID FORM, BID PROPOSAL / / r r / C r / ~aowo�¢wwmwwz� mw JozQ 70 BREAKDOWNS. PROPOSED TWO STORY , - NEW CONTOURS ADDITION WITH BASEMENT: LOT Ilq // / r IQ'/ ♦ ® [c+) CONTRACTOR PRICING NOTES: REMOVE +/- 309 CU. YD. OF SOIL. 20' 12"♦ ) // 5� CONTRACTOR TO PROVIDE PRICING FOR15' F REFERENCED ITEMS A5 FOLLOWS: \,O ♦ / , / i / ♦ EL r I. ALL ELECTRICAL, MECHANICAL, AND LIGHTING / uiOcn O EQUIPMENT SHALL BE PROVIDED AND '[� / / // / / U >'Z INSTALLED AS NOTED. ALL ITEMS ARE UPON AWARD OF BID, CONTRACTOR TO / PROVIDED BY CONTRACTOR UNLESS OTHERWISE PROVIDE A SOIL BORING TEST. BORING / / / NOTED. TO BE IS' BELOW GRADE OR UNTIL ♦ / UT L ♦ \ WO GROUND WATER 15 DETECTED, COPY TEST / /�/ PULE / PROVIDE PROTECTION FOR '1,""� ` ZCE // / INDICATED TREES. tJ W LU CV RESUL1fS TO ARCHITECT. ♦ / / / 0 ♦ �J r SEPTIC NOTE: ♦/ i/ // / / ' " 000 T co 1. TOTAL BEDROOM COUNT TO REMAIN MAINTAIN (I)I OF (2) EXISTING / / ♦ Ha Oz UNCHANGED WITH PROPOSED SCOPE OF WORK. WELLS FOR IRRIGATION. VERIFY / , / / / / ��� ® w FO-Q r CONTRACTOR TO LOCATE AND EMPTY V15TING / / SEPTIC TANK. VERIFY CONDITION OF EXISTING LOCATION AND IEPUM PIPING GE / REMAIN; REPLACE PUMP PACKAGE / / /%' // ¢v U-- O AND NOTIFY OWNER. WITH NEW. / ,/ LOT II$ o LANDSCAPE NOTE: / \ / 'IJI�' / % CONTRACTOR SHALL CLARIFY jF �� o w 0 y� OQ U 1. CONTRACTOR SHALL PROTECT ALL TREES / /i/ // SCOPE OF WORK AT PATCHING // _m z ca AND SHRUBS THAT ARE TO REMAIN. , /. OF EELECNG DRIVEWAY FOR ♦ a >� >_L COORDINATE TREES AND PLANTINGS TO REMAIN ♦ / // NEW ELECTRICAL SERVICE P� 0 � ¢� a >_LU WITH OWNER. ALL FINAL PLANTINGS BY / / // WITH BID SUBMISSION. Z; cm CE U) OTHERS. / (�u� z u *zz C LU d 2. CONTRACTOR TO PROVIDE WITH BID FINAL / ¢ ' >� 'G`^I CL O GRADING, TOP SOIL ! GRA55 SEEDING TO MAINTAIN EXISTING // /�/ / /, /♦ EXISTING ASPHALT DRIVEWAY ooawz w vJ m REMEDY AREAS DISTURBED DURING POWER FEED ♦ , <0 - POWER TO BOAT 5HEED / / , /%% , TO REMAIN w i ° o 00O 3. ALL WORK AT SITE TO BE PERFORf1ED IN / ♦v1. COMPLIANCE WITH NYS DEC REGULATIONS. ♦ g 3 0 a LL 29'-9j"/ / �� o 4' , / SURVEYOR/FIELD ENGINEERING: EXISTING NEIGHBORING y/ GREENHOUSE o 12' / / \ I. CONTRACTOR TO USE THE SERVICES OF A0 EXISTING 1 / / _ � APPROXIMATE LOCATION OF POWER POLE. LICENSED LAND SURVEYOR FOR LAYOUT. IG 0' T / i / �� _ �� VERIFY LOCATION OF POLE AND POWER • ` 1 /� CAPACITY OF WIRE TO STREET. _ • CONTRACTOR TO ESTABLISH BASE REFERENCE BOAT SHEID \`--� � � D , %� \\�� / � / ♦ LOT 117 POINTS AT SITE FOR USE THROUGHOUT • _ CONSTRUCTION. � 71/ \`.yr_ • • • 2. CONTRACTOR MAY CONTACT ORIGINAL / • PROPERTY SURVEYOR, OR OTHER SURVEYOR / �' ' / i / NEW DIRECT BURIED GABLE IN 2" AS REQUIRED. / ` / / / \\ 1 /^ ♦ COMDUIT FOR NEW 200 AMP. 240 1 . 3. UPON SELECTION OF SURVEYOR, PIROPO\�C-\ 1 / / \� I / /f MOLT I PH SERVICE. CONTRACTOR SHALL MAKE EVERY EFFORT TO ♦ / 1 �� I r/ /x`� / WATER LF NEW 720 SI CAPACITY STORM CONTINUE WORK THROUGHOUT PROJECT WITH �f'd, \ ` I 1 >11 WATER LEACHING BASIN (10 DIA. 4 12 DEEP). ONE SURVEYOR, IN AN EFFORT TO MINIMIZE / 1 , \ / I / CONNECT TO ALL ROOF GUTTERS ! LEADERS COSTS AND MAINTAIN CONSISTENCY. / 1 " ,� / AT FRONT AND REAR OF HOUSE. N �=; NIP \ \,,, \ / ♦ g'-66 NEIGHIBORING DWELLING li_.1u r� \� ', \ ♦ EXISTING SHED AND CONC. PAD / TO BE REMOVED -Ilk NOTE: ALIL PROPOSED ROOF AREAS TO HAVE NEW GUTTERS AND LEADERS, . • • ' � \ /\ ♦ REMOVE EXISTING FRONT DECK 4 ANID BE CONNECTED BELOW GROUND TO NEW LEACHING BASINS. 1 V11\ \ ` REPLACE WITH NEW EXISTING ONE STORY DWELLING WITH PROPOSED X12' ADDITION AND PARTIAL SECOND STORY. � a IO' m z �F / Q Q X19 / EXISTING DECK TO 19EMAIN ❑ IL a ? sEDq HL u S♦ .4pO / _ 9' V PROP05ED LOCATION OF HAY HALES y� C:j��P 9Q z CFC.,\oOPNIf(<�'y/T,\a Q J) SITE PLAN cl EXISTING DECK AND PATH 1 - x ❑ EXISTING DOCK SCALE: I"-30'-O" N � EXISTING BULKHEADNEWy�?,' z o o a z z N -" C PLOTS BUSCH4 SAMPIERI 10 8 04 PAGE 3- 1 017104 2 12 28 PM 0 m o v o o FOUNDATION DEMOLITION LEGEND 0 0 0 r N z A EXISTING CONCRETE FOUNDATION W � Q Z AND FOOTING. CONTRACTOR TO VERIFY 7 w CONDITION AND NOTIFY ARCHITECT OF EC W J DISCOVERY. O O wj LU — r EXISTING CONCRETE FOUNDATION O z O AND FOOTING TO BE REMOVED. AREA TO BE PREPARED FOR NEW WORK. a W - - r^ - - - - - - ^ ^� \ o0EL (� �p ( ❑ (� A EXISTING DECK TO REMAIN O I CE n >-LINE OF DECK \ O p W z AT GRADE TO EXISTING POSTS 4 \ -- -- -- EXISTING DECK TO BE REMOVED ILL w Q O REMAIN FOOTINGS TO REMAIN. \ U) F- w (TYPICAL OF ALL) \ >> U \ _ U) W p Z \\ AREA OF EXCAVATION FOR PROPOSED D W m J \ ADDITION WORK W \ m 0 \\ EXISTING DOOR TO BE REMOVED. W<m -.z o 0 II I CONTRACTOR TO VERIFY ALL NEW w z O a o w z O o E m \ II ROUGH OPENING SIZES WITH OWNER > E-m wQ o zQpmp >Q '� �`� �\\ AND MANUFACTURER. Q W( mo 0 Ow (D G OEI mwmiwm ILT- zz�¢ zmo5mimz r —1 , gzma?:�cmr�mzoo¢ € omao�Oow W 0'<w ¢OOWWO LL-"�z.napw�� SHORE ADJACENT SOIL AND EXCAVATE AREA F z Z N i z x z T-�z p-U¢Z O`A w H FOR NEW BASEMENT. REFER TO CONSTRUCTION PLANS. O w m o m w —¢O, w m w g�.��O EXISTING I I O�<' owmm�i CRAWL SPACE I I gzo°a'WIZaoww3N°o'�wo'o O�owy�OwW9 oZp�zc�i�>3m a�cFizwy¢zmo¢LLwgo m2�wwmzz❑ I I LINE OF DECK 4 STAIRS TO BE REMOVED. Cwmzz �zm �az€Z�C€-oo5 F �� I I I REFER TO SHTS D102, AIOI AND A102 FOR ADDITIONAL aow O�JQ w� m r-m 0_ z¢m¢3¢zdo 1 17 INFORMATION. W F-Ico r EXISTING BASEMENT ± Voz I n I I I z wo W zCE I I I � • _ . _ . — . — . _ . I . � . — . _ . _ a2s w_ � 000 JI I I I I I ® LNLU1oz , :ALL EXISITNOGOrR FLOOR INSULATION TO Z O OQ O BE REMOVED I I I I m F- Or _ J L _ _ _ I 0wz W o< 'm — wo n }W zw �> utOi u`Oi C mo ALL EXISTING DUCTWORK I I I w5- EXISTING ¢ = =w m Qa TO BE REMOVED I w iu m o x" O I I ( CRAWL SPACE I I I II II II II II - 3 M 0 I I PROVIDE BRACING TO FLOOR ABOVE I I L I ANDISHORING AT EXCAVATION FOR II UI PROPOSED BASEMENT TO PREVENT UND RMINING OF EXISITNG FOOTINGS I REMOVE ALL CONSTRUCTION I I • TO lua--'Il- EMAIN. I I ur I IN THIS AREA. INCLUDING ALL OTSLABS MASONRY I I • • FOUNDATION WALLS/PIERS, • =• FOOTINGS MECHANICAL MA ELECTRICAL, I I - AND MECHANICAL MATERIAL. CUT ALL M.E.P. SACK TO SOURCE, I I I VERIFY SYSTEMS TO REMAIN SHALL I u CONTINUE TO OPERATE NORMALLY I I I /DURI AND FTE CONS UCTI I � • ALL EXISITNG J I I�'I/// I , • ,UNDER FLOOR I / I I INSULATION TO BE REMOVED _ Lu EXISTING GARAGE I I • SLAB ON GRADE REMOVE EXISTING CONCRETE • I I I F SLAB AND PREPARE FOR NEW. I ' =3 Lu UD a � . . Lu L . _ . . . . . _ . _ . _ . I I � AREA OF EXCAVATION FOR PROPOSED CRAWL SPACE. REFER — — — — — — — — — - - AREA OF EXCAVATION FOR PROPOSED , , •• no TO ALL PLANS AND SECTION. FULL BASEMENT. REFER TO ALL PLANS II AND SECTIONS. I o z O REMOVE EXISTING FRONT DECK I Q O ALONG WITH ALL 5UBGRADE --FOUNDATION 4 FOOTINGS. I I ❑ F C) z O Q I I P yz \ ❑ D d o z D CQGN tn ' J OZ � 0111 FOUNDATION DEMOLITION PLAN I I Q SCALE: 114"-1'-0" 0) 1 Q ❑ �T 02 L. . . . . . . . . . . . . . . . . . OF4E6W�y�QQr a ?p rT > Q -"- C_PL0TS_BUSCH4_SAMPIERI_10_8_04 PAGE 4- 1 017/04 2 12 28 PM V V 0 0 r DEMOLITION LEGEND o63 o 0 EXISTING WALL TO REMAIN. Z r N PATCH/REPAIR AS REQUIRED. -_ -_ EXISTING WALL TO BE W REMOVED. AREA TO BE (J) � U) PREPARED FOR NEW WORK. Q 7 Y Q I1 L W J J II EXISTING DOOR TO BE REMOVED. _O >0> W LU CONTRACTOR TO VERIFY ALL NEW > W V ROUGH OPENING SIZES WITH OWNER U) LL z AND MANUFACTURER. \ Z z O ❑ ❑ ❑ ❑ I _ �I EXISTING WINDOW BE REMOVED. W p C) 0- CONTRACTOR TO VEE RIFY ALL NEW � c0d W PREPARE ENTIRE EXPOSED SURFACE OF EXISTING DECK, ROUGH OPENING SIZES WITH O o } PLANTERS, SEATING, ETC. FOR NEW FINISH. MANUFACTURER AND WINDOW SCHEDULE U) [[ EXISTING DECK FOR REPLACEMENT WINDOWS. Luz APPROXIMATE LINE OF NEW VS. w W O TO REMAIN EXISTING DECKING. VERIFY WITH KEYED NOTE, NUMBER KEYED TO > () C3' CONSTRUCTION 'KEYED NOTES', THIS SHEET. U) � z_ ED J r LL REMOVE EXI TING DECK PLANTERS, BENCH SEATING I • AREA OF NEW ADDITION. SHOWN FOR AND STAIR . ALL SUBDECKING STRUCTURE TO REMAIN. INFORMATION ONLY. REFER TO OTHER REFER TO EET AIOI AND A102 FOR COMPLETE SCOPE REMOVE EXISTING CEDAR BOARDS 4 OF WORK. SWEETSw¢ BATTEN SIDING AT ALL EXTERIORS WALL I FOR CONSTRUCTION. 2 0 o Z Q J m i z o 0 FRAMING TO REMAIN. EXPOSE SHEATHING Ioz ❑ BENEATH, TYPICAL. I -- �C I-g �mwao wOF°oamo AREA OF NEW DECK WORK <.U z w �' m o� w s p n E�=s =r��� mw°amWZFFzzza zmw�,n>mz moi❑ 3C xu, �90w a µl> II I EXISTING CONDITION NOTES: goo z&Q OF ¢p P:F� oaom h > ao�aozo°-� N I, CONTRACTOR TO PROVIDE VERIFICATION OF ALL II DIMENSIONS, METHODS AND MATERIALS OF EXISTING LLFz?�xzz y�z ommo�'wx CONSTRUCTION. oQUmO¢w "' x °- am wal--° ry, 2. THESE DOCUMENTS ARE INTENDED TO REPRESENT A z m- ¢ m U p w z 3 m w�¢ lu om¢a3z¢�O mmz �oowmm x II WEAVE NE INTO EXISTING DECKING. REMOVE ENTIRE SPACE PLAN OF THE EXISTING CONDITIONS ONLY. NO F w w ¢w¢ o w o- ¢o w x x F o 0 U LENGTH O DECKING BOARDS TO PREPARE FOR NEW, AS INDICATED. OTHER CONDITIONS ARE IMPLIED OR INTENDED. g z o o p F y 3 p w .a p w Z3 w TYPICAL LONG LINE OF CONSTRUCTION. 3. CONTRACTOR TO FIELD VERIFY LOCATON AND 5 o w w dwug of"'o a Z, Z c~i�>�'m CONDITION OF ANY BEARING WALLS, COLUMNS OR OTHER ¢ZF w w�ww¢ w o LLwgZNw€w¢00 _ _ REQUIRED SHORING. CONTRACTOR TO NOTIFY m_°w�F mz_ o oFw w m� - ARCHITECT (IN WRITING) OF ANY DISCREPANCIES OR -w¢zzw�zO1 >raZF�m ¢�oz¢ II VERIFY FLUSH SUBFLOOR UPON REMOVAL REMOVE HATCH TO 'BILCO DOORS' DEFICIENCIES. -a on o�¢wF_ mFwoe ?am¢3Z¢¢❑ IIS REMOVE ENTIRE BUILT-UP OF FLOOR FINISHES TO PREPARE FOR NEW - REMOVE WHOLE DECKING BOARDS DEMOLITION NOTES: II WORK. TO PREPARE FOR NEW DECKING. ® � FLOOR IN AREA INDICATED X lW - _ TO EXPOSE SUB-FLOOR. -I I. CONTRACTOR SHALL FURNISH ALL LABOR AND w MATERIAL AS REQUIRED TO COMPLETE THE DEMOLITION L° EXISTING I I EXISTING WOOD FLOOR AND REMOVAL OF ALL ITEMS AS INDICATED OR IMPLIED "'"• 'w L- TO REMAIN BENEATH - ,ON DEMOLITION PLAN. MASTER I I- - W NEW, TYPICAL U.O.N. 2. THE ULT IONS O SHALL EXECUTE THE WORK WITHIN s pZ BEDROOM � THE REGULATIONS OF THE OWNER FOR DEMOLITION AND U CUT BACK AND REMOVE DECKING REMOVAL OF DEBRIS INCLUDING TEMPORARY PROTECTION P `a, }ZO CONTRACTOR TO COORDINATE I I II REMOVE EXISTING STRUCTURE I ro - - AT ADDITION. SUPPORT AS AS REQUIRED. EVERY PRECAUTION SHALL BE TAKEN AS Z W� WITH OWNER FOR ALL FOR CEILING HEADER. -- t FIXTURES TO BE RELOCATED. - - INDICATED IN SECTION DETAIL. TO NOT DISTURB EXISTING ELECTRICAL, MECHANICAL ipti Q AND PLUMBING TO REMAIN. W z W ° B. THE CONTRACTOR SHALL REMOVE ALL WIRING LEFT �l?'s W CONTRACTOR SHALL BE I I /.. Q W F N T AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES RESPONSIBLE FOR ANY � • � � ' y �J r DAMAGE INCURRED DURING 12 /�/�/ //////i/// ,G[/� • PLATES, TELEPHONE WIRING. CARE OUTLETS THAT BE TAKEN G '^ 0Q N REMOVAL OR STORAGE. - - _ r- - NOT TO DISTURB ELECTRICAL OUTLETS THAT ARE I a VJ O REMAINING, AND IF DISRUPTED SHOULD BE �� ]_ oo REPLACE BROKEN OR NON / REMOVE BRICK FACE T - II I \ / RE-CIRCUITED. WORKING PARTS. THROUGH OUT 4 GUT �� 4. ALL ABANDONED ELECTRICAL FEEDS TO BE CUT BACK ® �Q r BACK MASONRY AS7T II I I TO SOURCE AND REMOVED. ALL NEW FEEDS TO BE Of �z O INDICATED. REFER TO `/ COORDINATED WITH FLOOR PLANS AND OWNER. ALL TO vO o SECTION B-B, SHIT A701. I BEI ROOM I I FULLY COMPLY WITH ALL STATE AND LOCAL CODES AND m - O EXISTING 12 / \ REGULATIONS, THE TOWN OF SOUTHOLD AND LIPA. S. REFER TO STRUCTURAL PLANS FOR ALL STRUCTURAL Qp \I 12 / LIVING CUT BACK HEARTH 4 ( o I I I I I SHORING. Zp " j W o< I-' II II 6. CONTRACTOR TO PROVIDE VERIFICATION OF ALL F w z _ Q \\/ o I ' REMOVE CAP STONE ¢ a j o W ( II ROOM — I DIMENSIONS, METHODS AND MATERIALS OF EXISTING � � ¢m A J' CONSTRUCTION. O y m m LL W U) REMOVE ALL KITCHEN I 7. CONTRACTOR TO VERIFY CONDITION OF EXISTING Z w J r N w 5 C-0 APPLIANCES, FIXTURES 4 I FOUNDATION WALLS AND PIERS TO REMAIN. F y a z W d CABINETRY. CUT BACK ALL I 8. THE CONTRACTOR SHALL FURNISH A SYSTEM OF °o > mQ CONTRACTOR TO REMOVE / 11 PLUMBING 4 ELECTRICAL I 1 AREA OF PROPOSED ADDITION TEMPORARY LIGHT AND POWER AS REQUIRED TO ° Q o N < Q[f RING MIRROR. / I I II 4 PREPARE FOR NEW. PERFORM THE SCOPE OF WORK. 0 < . z w fA m _ q. ALL ITEMS NOT BEING REUSED OR RETURNED TO THE E i ° o z �J O OWNER SHALL BE REMOVED FROM THE PREMISES. z o a LL �° 1 �- I I VERIFY WITH OWNER ALL APPLIANCES, TOILET FIXTURES � J ETC. PRIOR TO DEMOLITION. o PROVIDE SELECTIVE GUT t I / I 10. cANTRACTOR TO VERIFY LOCATION AND CAPACITY OF EXISTING WINDOW I REMOVAL OF EXISTING WOOD r I I r J I EXISTING SANITARY LINE AND SEPTIC SYSTEM. T TO REMAIN I �- TO EXPOSE CRAWL BSPACER ENEATH.—'I I < FINISH11. NESR4 CONSTRUCTION CTOR TO VTO EXISTINGE ALL I WA WALL 21 PREPARE FOR NEW FOOTING WORK. I STUDS, REMOVE ALL ELECTRICAL WALL PLATES, • • • �I I REFER TO SHEET A.101 I I I TRIM SYSTEM, CABINETRY, 4 WALL INSULATION t • • L- - TO PREPARE FOR NEW SYSTEMS AND FINISH. • 12. CONTRACTOR TO REMOVE ALL PLUMBING EXISTING WOOD FLOOR I REMOVE ALL CONSTRUCTION AT I FIXTURES, WALL ACCESSORIES, WALL FINISHES, C = = 70 REMAIN BENEATH THIS AREA INCLUDING FLOORS, FLOOR FINISHES, CUT BACK 4 PREPARE ALL 1 CONTRACTOR TO VERIFY NEW, TYPICAL U.O.N. WALLS, CEILINGS, ROOF, MECHANICAL, PLUMBING FOR NEW. VERIFY ALL FIXTURES TO BE NEED FOR WALL THICKNESS. EXISTING II ELECTRICAL 4 PLUMBINBG MATERIALS.\ / I RELOCATED WITH OWNER. FOYER I IIS REFER TO M.E.P. DEMOLITION NOTES X II II EXISTING THIS SHEET. REMOVE EXISTING CARPET DINING AND PADDING, PREPARE I I I EXISTING FURNACE, AIR HANDLER ol • EXISTING \ FOR NEW WALLI I I 4 HOT WATER HEATER TO BE 1 • • L BEDROOM II \ I7f=- JI -I- REMOVED ALONG W/ ALL DUCTWORK, / • • II I r , XIS • OF DFLUEEMOL TON,PIPING * ELECTRICAL IN AREA = _ Lu 00 . GE A y� I ` I I 1 . - - - • I EXISTING ELECTRIC SERVICE TO BE 0 • • • • . • . • . • . • . \ T REMOVED 4 RELOCATED TO NEW BASEMENT. 1 Lu REFER TO SHEET E101. E.C. TO PROVIDE TEMPORARY CIRCUITING 4 POWER THROUGHOUT CONSTRUCTION. PROPOSED ADDITION o - _ _ I •• . Lu I � I REMOVE EXISTING FRONT DECK D o W O O Z INCLUDING ALL SUBGRADE _ JILL Q FOUNDATIONS 4 FOOTINGS. I f RQA�ED, H I O 5 (n �oANIE[[s s/Ar Z_ _IE W • I o¢� 6N FIRST FLOOR DEMOLITION PLAN SCALE: I/4"-I'-0" . . . . . . . . . . . . . . . . . _ . _ . _ . J p yOQj N >7� 02A6� FNEW � v YQ z O o a = o m S o ,- N � "- C_PLOTS_B U SCH 4_SAM PI E R 110_8_04 PAGE 5- 10R/04 2 1228 PM a v o o 0 0 FOUNDATION LEGEND 0 0 - FOOfIN6 r NEW MASONRY FOUNDATION AND CONCRETE FOOTING. PROVIDE MINIMUM PSI AND ALL O N Z EXISTING STONE PATH TO REMAIN REINFORCING AS NOTED IN SECTIONS AND r- CONCRETE NOTES. REFERENCE OTHER SHEETS. FND. WALL LU EXISTING FOUNDATION WALL TO REMAIN < 7Z EXISTING CEDAR STEPS - --- Z Y Q 0= J LU LU DOOR NUMBER (KEYED TO O LU CE DOOR SCHEDULE) W W Z NEW DOOR > .0 Oz O 12", 3000 P51 P.C. SONOTUBE ---_- - _ O D REFERENCE TO BEARING POST FROM ABOVE. W a O W U P 3'-0" MIN. BELOW GRADE N O d TYPICAL OF (4). CONFIRM _ _ _ - - _ -- -- --- -'' -, -- - - - - - - - -- J) } Li T ❑ 1 S(S APPROXIMATE EXISTING EC LINE OF NEW V5. - STRUCTURAL BEARING MEMBER, SEE PLANS U 0 Cc Z LOCATION REQUIRED STEPS - EXISTING ECKING. VERIFY WITH FOR REFERENCE TO TYPE; IE. STEEL, WOOD �J,J O WITH SLOPING GRADE. - - - ` ' CONSTRUCTION OR LAMINATED MEMBER. W O INDICATES THE DIRECTION OF FRAMING U) � co z r n CEILING MOUNTED SMOKE DETECTOR, ::) J 6 -5� X c WITH BATTERY BACKUP, AND WIRED FOR m � LIXISTING DECK STRUCTURE ��'0' ❑S CENTRAL ALARM. PROVIDE 'HARD WIRED' y --- - - ! TO REMAIN / CONNECTION,TYP. OF ALL. WALL MOUNTED CARBON MONOXIDE m LL 1 DETECTOR WITH BATTERY BACKUP, X i y m z zo 0 6. I - P.T. (2/2X6 �., AND WIRED FOR CENTRAL ALARM. PROVIDE 20�-- - - �/ tw zz z ix> 'HARD WIRED' CONNECTION,TYP. OF ALL. m ¢¢Po wo Fz N a9€m MOUNT PER CODE. aw<JQpj � a:lJ <mO 00, ADDITION t# FaG` ppaW wpZ z oUm¢ CEILING aALTERATION MOUNTED DETECTOR WITH a pmBATTERY BACKUP AND WIRED FOR Ozo -m s¢,P.T. LEDGER 3,000 PSI CENTRALLARM. PROVIDE HARD ga Om ujFr a! zoP.C. STEPS 3wap Fz zXI WIRED' CONNECTION,TYP. OF ALL. wB , _zw,0 wZ KEYED NOTE, NUMBER KEYED TO wMimzz m ¢d W PERGOLA POSTS, REFER TO SWT. ppwao¢ww - om KEYED NOTES', THIS SHEET. a%N _ DOUBLE DECK JOISTS BENEATH U ZA 102 om_ 3w-MWja maa3ZawO x¢Zz�ooWmm px C, �?-�,u SIF 0 STEEL BEARING COLUMN. ALL TO BE 3 I/2" ��wp Q¢wzQw`°m3¢ao w�w~ w H ' I v D S d 3' DECK JSTS., MATCH g z o F wi a w o'i x o al i�- 0 f0!cl EXIST. NEW Tic EXIST. 0 ASG STEEL MANUFACTURED COLUMNS WITH o222po~¢Q po 09zoor-Fwz3m IL= i _ ` 1 '(� WELDED BEARING PLATE, U.O.N. > cww wwuU O, pp _U w w I DesiGNAnoN `a"¢wcza wF_OU,LU,, mL3w€mo°a> j, ���� 1 ,�B ' ALIGN NEW FOOTING 4 POST x Cw TZZ �zx Sxazr m a SLAB STEPS - -- L -- 4'-II _ - - � WITH EXISTING STRUCTURE ELEVATION OR SECTION DETAIL _ o�awl- memo_ _¢ md3zd zdp waw x.x - - NUMBER ® � REI NUMBER © TO KEY IN PROPOSED PROPOSED PAPTI �LPIGN \ 7 so MASONRY. TYP. 0 ALL I IA REVISION TO DRAWINGS L PROVIDE ALL u -\ � NEW R-Iq BATT i : " EXISTING L_-__ - � ? ❑ ; ; r \ \ O� INSULATION Ff° `' BASEMENT AREA OF REVI9IDN U }Z UNDER EXISTING m, _ 6 ml = PROVIDE TEMPORARY I—I ` �N 11 O FLOOR �- ABBREVIA 10 S: " µ W z< w c "I c 1l, BRACING P EXISTING - BEAMS DURIING 4'-8" 21'-10" V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER -'-" - W W N DEMOLITION AND . ! I 5 PROVIDE FOR MECHANICAL �H © CENTER LINE P.C. POURED CONCRETE � _ J r NEW FOUNDATIONEQUIPMENT COMBUSTION AIR 4. CONSTRUCTION _ �_ - - -- -- - - CONT. CONTINUOUS P.T. PRESSURE TREATED �Q N -- a (A OOO N. !t O.G. ON CENTER A.F.F. ABOVE FINISH FLOOR W UZ co - = h--______ _- - - _ - -_ r - - - _ -- -- - - ]/ - -- - - - -- C.J. CEILING JOIS LVLLAMINATED VENEER LUMBER ErISTING aEan � � DOUBLE FLR. JOIST � T ® �Qr Tib' I I - - - F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING �Z O I - = ' s !NG AJ5 140 q W D.J. DECK J015T U.O.N. UNLESS OTHERWISE NOTED 0000 = p I P 16 O.G. HDR. HEADER F.F. FIRST FLOOR SLAB �, I- ,- - a " POST FROM ABOVE gew I W -0. _ ". 2 LL �7 r EX STI N "' Ili REFER TO SHT. A.102 _0. "y Q u G W In' 7 I I x0 ALL POURED CONCRETE WALLS, FOOTINGS PIERS AND Z w L m o GRAWLSPACE u I i•a S STEEL r o a z _ O m r = BEAM 6 O LALLY COLUMN, GRADE BEAMS SHALL BE GAR P51 POURED a w w ^ CC D PROVIDE ALL I I I POCKET ,� TYPICAL CONCRETE. ALL EXPOSED GARAGE CONCRETE SLAB � � ¢o LL }W CONTRACTOR TO VERIFY m NEW R-Iq BATT a� w m a n m STRUCTURAL CONDITION INSULATION "> _ SHALL BE 3 500 PSI UNLESS OTWERWI5E NOTED. O m w� 2 m 01 J) " OF EXISTING BEAM W UNDER EXISTING I 24"x36" P.T. REMOVABLE , I r H z� Q z 4 w CEO FLOOR - I I PANEL FOR CRAWL SPACE - ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL 0 o , � �� coo'�� I __ ACCESS. VERIFY SOIL rr PARALLEL PARTITIONS, BATH TUBS 4 ANY OTHER HEAVY a , w- mm < } _ ELEVATION. I APPLIANCES. PROVIDE DOUBLE JOISTS AND DOUBLE z z w o . . Qd E6!STING BE°I'� - - E/IST!b.G I I AJ5 140 qki" L J TRIMMERS • ALL FLOOR OPENINGS. ¢ zoo a WO zoo z 1 " � T NOTE: ' 3/- " B I6" O.C. GALVANIZED WINDOW zo a Ib a16 O G I I - Q WELL, TYPICAL OF (3) PROVIDE ONE RIDGING 15ROW OF BRIDGING EVERY V-0" OF JOIST o r )- - 2 -f- L I I ,ew - SPAN. ` - - _ - r C 05T DOWN FROM RIDGE _0. - - _ nl I,I � � P - x0. „ - E��S TiIJG m v � �� � � _ DOUBLE FLR. JOIST Nro O 3 io _ 3 ��> i • is -1 ` _ T _ck HAUNCH PROVIDE JOIST HANGERS AT ALL FLUSH FRAMED FLOOR - E ' - - _ AND CEILING SYSTEMS. • • - " n - a POST FROM ABOVE I �> C) • LO REFER TO SHT. A.102 • • REINFORCED MION WALL 6' -- - - - 8 I . CODE COMPLIANCE NOTES: ni ,�I F_ -1 COORD. FRAMING FOUNDATION WALL W/ FLU CHASE I. THE MINIMUM NET AREA OF VENTILATION OPENINGS ABOVE. IS NOT TO BE LESS THAN I S.F. FOR EACH 150 S.F. 1 _ OF UNDERFLOOR SPACE. REFER TO FOUNDATION PLAN 1, Fi STING =_ r � PROPOSED __� � FOR LOCATIONS. PROPOSED LID MASONRY PIER I BASEMENT LI 2. ANCHOR BOLTS ARE TO HAVE A MINIMUM DIAMETER AND 12" P.C. FOOTING BENEATH I OF INCH IN ACCORDANCE WITH R403.1.6. ALL 4' ! OO JET G 5 • POINT LOA FROM ABOVE. NEW FLOOR ❑❑ 0 3�Z" STEEL ANCHOR BOLT SIZE AND SPACING SHALL BE AS PER iz REFER TO 5 EET A.102 FOR � ' SII OL LALLY COLUMN, WIND LOAD/STRAPPING DESIGN DRAWINGS AND SHALL PROVIDE ALL LOCATION - I I x0. TYPICAL BE INSTALLED IN ACCORDANCE WITH CODE. • • v li NEW R-19 BATT �O 3. PROVIDE SMOKE DETECION, HEAT DETECTION AND INSULATION Inm rTK 1 • • lu PARTIALLY REMOVEOH I` CARBON MONOXIDE DETECTION PER PLANS LOCATIONS I`- i o MASONRY UNITS U UNDER NEW i ^ I v Lu 1 • • m = TO KEY IN PROPOSED �-> - 1-91 COMPLY SOTIRCE� 2; SMOKE ALARM SYSTLIJ EM IS TO ! MASONRY. TYP. P ALL _ FLOOR °', SLABS 6x6 POURED WWMI CRETE -- - - - -- - - - _- - -- - BELOW SLAB. POUR OVER 6" 4. WALL AND CEILING FINISHES ARE TO HAVE A • SUB-GRADE AND COMPACTED. LLJ ` FLAME-SPREAD CLASSIFICATION NOT GREATER THAN MAX. 200 IN ACCORDANCE WITH R31q.1 AND A LIj FILL-COMPACT TO q5% SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 IN L - ,r DENSITY. ACCORDANCE WITH R31`1.2. TESTING AND ALTERNATE ALIGN I 4 3 000 P51 P.C. SLAB �I „ - 31 5 METHODS MUS COM WI H 31 3 AND R q.4 4" 3 500 PSI POURED CONCRETE W/ 6x6 1.4x1.4 WWM I TEST MET D T PLY T R 9. yllr 1 I" II RESPECTIVELY. `v SLAB W/ 6x6 1.421.4 WWM I BELOW SLAB SURFACE L -- I BELOW SLAB. POUR OVER 6 POUR OVER 10 MIL. 5. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE ALIGN - 10� VAPOR BARRIEF: AND 6" @w NOTE5. _ In o o D :1 LLJ SUB-GRADE AND COMPACTED. r 2x8 F.J. m - - FILL-COMPACT TO q5X MAX. COMPACTED SUB-GRADE. 0. 3,000 PSI P.C. 1 T -1 '� 2'x2 xl' FOOTING. :� i 1 • • O.C. -- - DENSITY. - -- - - _ io L -- - �- - -- - - • -� I - IITQ TYPICAL. KEYED NOTES: J F - DOUBLE FLR. JOIST 'V Nw m tl. CONTRACTOR TO PROVIDE ONE LAYER 10 MIL. P�-- - -- - MASONRY PIER ,_ n ,_ r a' H �J 01 BLACK POLY OVER ENTIRE EXISTING CRAWL SPACE �• 2 0'x2'-0 xl 0' P.C. I - N tr FLOOR/SOIL. PROVIDE 6' LAP IN SEAMS WITH MASTIC < =m FOOTING @ 3'-0", MIN., N ` �.yD1 UP L. • �• `rLL ADE - J � G.G. TO COORDINATE TOP OFFOUNDATION I BELOW S y OEXISTING - m WALL ELEVATION 50 THAT NEWT 3 r TYP. OF n I - 9 3 S I �• FINISH FLOOR SURFACES ARE FLUSH AND V.I,F. HAUNCH - - CONTINUOUS OFFSET PORCH SLAB - - DOUBLE FLR. JOIST _ _ a Z TO ALLOW FOR CULTURED E AJ5 140 A Xs" _ o Z Q TOP OF FOUNDATION WALL STONE FINISH, REFER 4+ 16 O.C. B w o Q TO ELEVATIONS AJS 140 9 Xs" _-- -- -- - --- - --- --- - --� ! 70 Q ELEVATION TO ALLOW FOR FLUSH FINISHED FLOOR 70 - FRAMING TYPICAL f- 4 '�Ibl' O.C. I LA STEEL O ❑ J Q z FRAMING, LALLY COLUMN, 0 TYPICAL ~ Q PROVIDE PRESURE Nm \ ��9 y� ❑ z - d TREATED LUMBER IN =e0. pp.. BEAM U, ONNIE(( /f\ F Z z DIRECT CONTACT �O POCKET z WI WITH MASONRY oT0 I AND CONCRETE ,� I N= 1 Q N LL Q FOUNDATION CONSTRUCTION PLANI � °m ¢ ❑ U •s ND. 0245 Q�` SCALE: 7, i,OF NE�yO� Z O m ¢ Z N p T ¢ — 27,_2„ -_ - -_ -_ - -_ - - ❑ U ❑ � O ❑ - *-C PLOTS-BU SCH 4_SAM PI E R 1_10_8_04 PAGE 6- 10M042 1 2 28 PM CONSTRUCTION LEGEND m o 0 ALL LOOR JOISTS TO BE DOUBLED UNDERNEATH ALL NEW WALL O Jo D PARALLEL PARTITIONS, BATH TU55 4 ANY OTHER HEAVY APPLIANCES. PROVIDE DOUBLE JOISTS AND DOUBLET INTERIOR BEARING WALL, BLOCK O N TRIM ERS P ALL FLOOR OPENINGS. SOLID AT MID SPAN, TYPICAL Z r BRIDGING JOIST NOTE: _--- _ EXISTING WALL TO REMAIN PRO IDE ONE ROW OF BRIDGING EVERY 8'-0" OF JOIST W Lu SPAN. -- (/ (p Q DOOR NUMBER (KEYED TO z Y Q U1 WEAVE NEW 5/4'x4" CEDAR # CARPET DOOR SCHEDULE) Q _j J ❑ ❑ ❑ r DECKING INTO EXISTING PROVIDE JOIST HANGERS AT ALL FLUSH FRAMED FLOOR _O o WW CL u AND FILING SYSTEMS. > NEW DOOR (f) LL Z TOR W�WOOD > O O Z O GL TILE/STONE W p WLL - U EQ. EQ. 9_ NEW WINDOW O O W � O WINDOW TYPE (KEYED TO cc NULL F- EXTEND CEDAR HEADERS INTO WALL FRAMING DECK WINDOW SCHEDULE) (J) o U) } U) FOR SUPPORT. PROVIDE WEATHER TIGHT SEAL. 0 IT Z TYPICAL AT BOTH ENDS. �� D REFERENCE TO BEARING POST FROM ABOVE. W W Q 0 APPROXIMATE LINE OF NEW VS. 0) LU (� CEDAR SHADE ARBOR. STRUCTURAL POST � W REFER TO SECTION. EXISTING DECKING. VERIFY WITH 4'�' In CONSTRUCTION - STRUCTURAL BEARING MEMBER, SEE PLANS (f) W 0 Z CEDAR DECK AND RAIL 1 r. ALTERATION ADDITION FOR REFERENCE TO TYPE; IE. STEEL, WOOD (n W 0 - - OR LAMINATED MEMBER. ALIGN ALIGN MATCH CONSTRUCTION OF 5 O I II II 10 - - - LINE OF Ftll'NDATION WALL, TIYP. PLANTERS AND BENCW, P. OF ALL. ��� OF FRAM( EXISTING LL CH TY INDICATES THE DIRECTION NG - (_) 31g1S CEDAR HDR_- Im J - - - _ � - CEILING MOUNTED SMOKE DETECTOR, m � 2 -r - J - - - I (2) 2X12 HD . WITH BATTERY BACKUP, AND WIRED FOR wa _mz o (2) 2X12 HDR. - - -,F- - `_ _F J _ __ BUILD UP TOP PLATE TO ❑S CENTRAL ALARM. PROVIDE 'HARD WIRED' m>m x z o ALIGN ALIGN d J P III- - - z o o E 11 Ix214'll GEbAR �i I m 1 I o a MATCH EXISTING 0 3 8'-3". I PROPOSED CONCRETE STEPS CONNECTION,TYP. OF ALL. > F I-¢¢ �. Q a OF w O F o a a m O 0 _- ____ ___ lu- _ CUT BACK EXISTING TOP 2x W/ 2 NEW YORK BLUESTONE CAPS z ARP • 0' 01C. II i1 19II I� n ' TO LAP NEW WITH EXISTING. WITH CHISELED EDGE, TYP. WALL MOUNTED CARBON MONOXIDE ¢wO z,gw Wim WT0 m�¢MD 0 O �=�1 B E AS D �O K Q I DETECTOR WITH BATTERY BACKUP, ¢s m w F ti 'L O 'i w -- -U .r-�O-I TYP. ® ENTIRE FI RST FLOOR. o ?O w¢ Q a y o o w D ¢ Q :p n A z © AND WIRED FOR CENTRAL ALARM. PROVIDE LL li COVERED w -I `� `0 4x4 P.T. POST WITH IN 0-- : z-xzzza z¢w5N$¢z W -,---- - - -- x Pl- p. 'HARD WIRED' CONNECTION,TYP. OF ALL. 3❑ 3 x 'F ce O w 0,z< u w DECKhAREAII V •II I- - n x SPARTAN ARCHITECTURAL MOUNT PER CODE. gzmd>z�O iFu F P'x°mom Io_ K COLUMN, TYPE 300. STYLE 4. wOmz¢0¢OC rt� owaoa0o¢� D PROVIDE OWNER WITH SAMPLE CEILING MOUNTED HEAT DETECTOR WITH z y a LL o�O w O 7��¢w,w :Wx (3) I��"x14' LVL F'_USH HDR. Flu_ �JJ-_JL IIS --- P - I " .n_, ma I CEDAR STRUCTURE FOR APPROVAL PRIOR TO BATTERY BACKUP, AND WIRED FOR w F z Z x z xz z o m o z m _ _ _ _ (�) I�� Ilyj' L L LUSH HDIi. r Q O w¢m 0¢LL w D¢O 'L ai It _�z a - -- - -- - - VERANDA ABOVE ORDER, TYP. OF ALL. CENTRAL ALARM. PROVIDE 'HARD oa0 mm z - a aO i-m TO SUPPORT ROOF RAFTERS (3 li'�'xllT"' L HDR. RESHT. 7 --f0- rR F-I AfiTE 5--0 -a' TOS 5 WIRED' CONNECTION,TYP. OF ALL. om J<�ax� m O=Omwmww ¢ - - _ _ _ m¢¢3z¢�m Dmz �oowmm x -- --- 10 -I �1 -J L IL- _ _ Fw,�o¢¢wrz Owmw 3amO'+; xt-oo CH SIDE x 4- II I' - t� KEYED NOTE, NUMBER KEYED TO g z o �- a 0 o w x N o m ;lx�llxl/11211 TH CK n - . I _ - 1 11 ill d- Il 1--- 'KEYED NOTES', THIS SHEET. g�zO W w�o W w o �4a z w w w w z w oO O 0 101-1"JACK UDS, 2 x4 w w w wm wg "�w woLOME iL R - - -IIqty - - ' _� - III_ -- h . _ - secrlon `�¢wc7€ w �wws w €mo�> LIBRARY ti l _ ER s" C ., Q O I� �c I'I N Ol (2)I ' dnyx 4EDAR HIS _ II -,I - - oMIGNArlowoaN _ R. 1' II " II d m X _ N -_ 7'x 'xa14' CEDAR q -3 TRAY --w-� F ELEVATION OR SECTION DETAIL WOOD -W�I -J'{.M. K� Oa III b II RA' Q O h om X.X MATCH ADJACENT CONST. AS REQUIRED PER NEW STRUC O n W S 1 - L - -- -- -- ®-�o D 7 II;I W II 26 I' II ll'�IL II D CEDAR SHADE STRUCTURE Nu�M ® 0) INFILL WINDOW OPENING ' l4 CEILING J_ = 0 •TI b 6 I II EXISTING CCG. FRAMING / I 71 CULTURED STONE, 'Yq �' r TO REMAIN, CUT 4 PATCH SOU 10% SKIMMERS. WITH -- - n ma - E - III m REVISION NUMBER ,,.•... ;,° t� r TUBE li WINTER STANDARD _ - IIx 4• y7 C J.•i`''- L K O ID - �-• N EQ �I - �P �I EA -T�f�IIEQ. U EE PR IDE a 444Q444������ETWEEN DR n GG{{��J�JDEIAT ON - - __ - _ �� -�- �I - I - ���!-ter - - - - REVISION TO DRAWINGS / 1 �� AT7IENUATION V (2) 2X12 HDR. (2) 2X12 HDR. O_ I�'x"xlb" LVL FLUSH HDR. ( r` _J}s" gY'I _LIFLU H H R. 11 12 AREA OF REVISION U w m .� -� �N _I�I- 9 I6" O.C. • 16" O.C. V-1-F. VERIFY IN FIELD P C NSI _UL N u 2 X 6 e.J. 2 X 6 tl.J. ABBREVIATIONS: w MASTER _ I _H �� POURED CONCRETE 0< N / CL X •' 2 �-„�s- IQ'-5" 12' 12' CENTER LINE P.T. PRESSURE TREATED h U) QD O WOOD n LI IN LEDGESANDS n� - r - I -- O.C. ON CENTER U.O.N. UNLESS OTHERWISE NOTED �� ui �Z oU STONE FLOOR OVER ROOM k __ ___ _ I .. P BEDROOM #I BEDROOM #2 C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER ® Q T INs" CONIC. W/ W.W.M. WOOD Q G0 1r4C OR T =-j% WOOD WOOD F.J. FLOOR JOIST H.H. HEADER HEIGHT �Z O g P-R VI['�E ITC4E - - ll, D.J. DECK JOIST F.F. FIRST FLOOR SLAB VO O L - - I- �_ LP GAS STOVE TOP EXHAUST_ �, PR FIDE �4"x3 I/2" WIDE PLANK SELECT O K-- - JCA INETS,I APPL ANCE --- HOOD VENT UP THRU ROOF. R.R. ROOF RA E A.F.F. ABOVE S F- O FL R. RANDOM LENGTHS SET OVER ROSY / ---�Ir FT R FIN( H FLOOR m AS ALT PAPER WITH MOISTURE CURED R NITIE INTERIOR BEARING - '- NT R OP. U PROVIDE DUCT AND ROOF WALL. BLOCK MID-SPAN. SAT N POLY FINISH, TYP. AT ALL WOOD F .� - ; MTD, CAP. HDR. HEADER N.I.C. NOT IN CONTRACT z w Qo ° ( _ CODE COMPLIANCE NOTES: o ¢ _ - -- U �% -- PROVIDE METAL HANGER Q _� �1) co PROV qE CLOSET POLE, SHELF m >a 'i AND SUPPORT. (TYP-OF ALL ' - - ®- I. THE CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT OF a N I >-W -I-��-- FLU CHASE VERIFY SIZE ALL OTHER EXHAUST SYSTEMS AND IS TO CONVEY THE MOISTURE AND �N�: mm CE U) CLOSETS) - °i:+1 WITH PLUMBING CONTRACTOR POST UP TO RIDGE THE PRODUCTS OF COMBUSTION TO THE OUTSIDE OF THE BUILDING IN ? `� LLO O 4° ACCORDANCE WITH 504.1 OF THE MECHANICAL CODE OF NEW YORK > v v W LL PRO I - 5GASSON E TI - l( -- - -- MIN., TYP. - - STATE. DUCTS THAT EXHAUST CLOTHES DRYER ARE NOT TO ° `; r m _.� _ JJ I�'"x18" 1, LFL SH H 13 PENETRATE FIRE RATED WALLS UNLESS SUCH DUCTS ARE z ° }LL Q MASTER I \'lJ (2) I x"xl8" LVL FLUSH HDR. �' 1 CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM WITH THICKNESS ° a i w w m mLL BATH I.� 1(°) �5 n - I _�+- 3x y�i SPECIFIED IN SECTION R603.3 AND THE FIRE RESISTANCE RATING IS i ° o x O \ O m q " 4 - -_ W MAINTAINED, z o_ a x a ` CONTINUOUS BEAM00 r T .�K m - -- - - --- '- A �- 2. SINGLE AND MULTIPLE STATION SMOKE ALARMS ARE TO BE 0 O a a W -ALIGN ALIG b'-7" ❑ ❑ O 3' q" INSTALLED IN EACH SLEEPING ROOM, OUTSIDE OF EAC, SEPARATE r 2'_q" O N SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND J 3 4 W Wn . D b - r THEY ARE TO BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE G ALARM WITH ACTUATE ALL THE ALARMS IN ACCORDANCE WITH R317.1. ' + 1" POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY WITH R3I7.2 -- BA 3 -4" 3 -4 8'-322 U _ _ n -- u - ----- I -++ - _ - 12"x12" CERAMIC TILE 3. WALL AND CEILING FINISHES ARE TO NAVE AFLAME-SPREAD • • • L -' O - X • n r #I K CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH 83151.1 • • MASTER 2 0 � n - m T W a' "' " FLOOR OVER 114" CONIC. W/ -_gym = __TILE S -,__ _ _3 - FLUSH m - - '1 - F - _ W.W.M. AND ASMOKE-DEVELOPED INDEX NOT GREATER THAN 450 IN • • BEDROOM x 9 FLOORS _ - p ACCORDANCE WITH R31q.2. TESTING AND ALTERNATE TEST METHODS c) WOOD CL. n ®_ +-� -� __ . \I I. f -_ 7 MUST COMPLY WITH 8319.3 AND R31q.4 RESPECTIVELY. ' J_ i�-i �y 4. CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY WITH INFILL WINDOW OPENING, EXISTING CCG. FRAMING - -- -- - _-� 12"x12" CERAMIC TILE I _ --- -; - ATN RM v CONTRACTOR TO PROVIDE R702.4. OTHER FINISHES ARE TO COMPLY WITH R702.5 AND R702.6. TO REMAIN, CUT ! PATCH , - - 15 I6 _ PLUMBING FIXTURES, S. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. MATCH ADJACENT CONST. -- - \- - r - - - - FLOOR OVER 114' CONIC. / S. f _ VANITY 4 ACCESSORIES AT 6. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AS REQUIRED PER NEW STRUCTURE OI L___ H.H.M. --_ ALL NEW BATHROOMS. AND 3.7 OF THE Ig95 EDITION OF WOOD FRAME CONSTRUCTION MANUAL 2 2x10 HDR. 2) 2x10 HDR. (2) 2x10 HD W W WFCM . REFER O WIND ND LOA 2 19"'xllY" LVL FLUSH HDR. ( ) D/STRAPPING DESIGN SHEETS WITHIN ( ) I I THIS - -- _ --- -- - - W _ - -- SET OF DRAWINGS. TO SUPPORT ROOF RAFTERS 2x91'xn LVL HDR. ) ( ) 12 _2 W�-3 n 7. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST • • PORCH I 21 u 19 POST VALLEY RAFTERS TO TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF 1 0 • • p-8" CENTER FRONT t 3'-II " 3'-II " HALLWAY m L _ �_ J G 5 C W FOUNDATION, TYPICAL �I ADHESIVE POLYMER MODIFIED BITUMEN SHEET IS TO BE USED AND IS • • T DOOR ON LIVING RM. WOOD �� PALI"C= TO EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCH Ct Ct Ct Y BATH ,y (610MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING INLLJ -`� FINISHED DIM. 9 B' 3'-4" -- - ACCORDANCE WITH R905.2.7.1 Lu 9 - 2 I�"'zlWx" LVL HDR. 2 -74 ® CL iv h CONTRACTOR NOTES: Z _ 8i_.Sn - _ _ (2) 2x10 HDR. -- H4 1- Fpm , W - _ W Lu 1. CONTRACTOR TO VERIFY WITH OWNER ANY ITEMS, (WINDOW GLAZING,-xv - - DOOR HARDWARE, FIXTURES, ETC.) TO BE RELOCATED OR RETURNED TO 4x4 P.T. POST WITH IN a _ OWNER PRIOR TO DEMOLITION. CONTRACTOR TO VERIFY METHOD OF X < A SPARTAN ARCHITECTURAL - 3 T - O P.T. 2 2 1 - mPREPARATION o �n PROVIDE DROP , FOR STORAGE AND LOCATION FOR DELIVERY. ALL WORK HDR. x 2 COLUMN, TYPE 300. STYLE 4. � , ® DOWN ATTIC STAIR N TO BE BY CONTRACTOR. LLJ PROVIDE OWNER WITH SAMPLE hl 10' I" VERIFY TYPE 1 LOG ON n 2. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING AND SHORING A5 FOR APPROVAL PRIOR TO N WITH OWNER REQUIRED TO MAINTAIN EXISTING STRUCTURE FOR CONNECTION OF NEW • • ORDER, TYP. OF ALL. .. _ CONSTRUCTION. 14 R® 7 51/16" ! OFFICE B. THE CONTRACTOR IS TO PROVIDE WEATHER TIGHT PROTECTION TO EQ. - EQ. PIER CAP TO MATCH - q" T W/ II/4" N05. WOOD EXISTING RESIDENCE DURING ALL PHASES OF CONSTRUCTION PATIO STONE - 3'-8" � 2 X 6 C.J. 4. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL FURNISH $770 - _ ,_- - - _ __ __ THE OWNER WITH COPIES OF ALL REQUIRED INSURANCE AND WORKERS •• < 14-WBUILD UP (4) LAYERS OF PROPOSED POURED 2 X 6 G.J. 70 COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. •• •• V.I.F.V.LF. PLYWOOD. MATCH ARCH CONCRETE SLAB W/ I LAUNDRY p Ib" O.C. a 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND PER ELEVATION RANDOM STONE PATTERN 0 ROOM RELOCATED CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF REFRIGERATOR ANY VARIATIONS FROM THE DIMENSIONS SHOWN. o C , 6. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN PROVIDE EXTERIOR INTERIOR BEARING X o ON THE DRAWINGS UNLESS OTHERWISE NOTED. po Z 12'x12" CERAMIC TILE n DRYER VENT WALL. BLOCK MID-SPAN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING m EC O FLOOR OVER IYz" CONIC. W/ AND PROTECTING ALI_ WORK DURING CONSTRUCTION AGAINST DAMAGE F o � W.W.M. I •n 14'-I " 12' BREAKAGE, DISTORTION, AND MISALIGNMENT ACCORDING TO APPLICABLE O _ _- :L� -__-_ - CODES. O O SCALE: I/4'-I -O TOTAL - 3,136 e. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN ❑ W J CC Z EXISTING FIRST FLOOR TO REMAIN - 1,800 sgft. I - �J LP GAS DRYER AND SHALL BE RESPONSIBLE FOR REMOVAL OF ALL. RUBBISH FOR ALL ~ � CC Q FIRST FLOOR CONSTRUCTION PLAN PROPOSED FIRST FLOOR - EM sd{t. TRADES FROM THE SITE. F I- J - - _ - - - --- - 9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL �I z Cl) U) a THE CONTRACTOR SHALL BE(RESPONSIBLE TO BE SUPPLIED NATE BY OTHERS. W O Z I (2) 2xI0�IDR. - - (2j2x10 HDR. - - - - C' OA DELIVERIES WITH THE OWNER AND SUPPLIER. Q cn Q 11 O Ste- EO. - - EQ. - EQ. o; EQ. - EE 10. ANY 'EXTRAS' FOR CHANGES OR LEGITIMATE UNFORESEEN CONDITIONS N a ❑ O � I CL SHALL BE DOCUMENTED WITH SUB-CONTRACTOR COST AND SUFFICIENT 27--2" LINE ITEM BREAKDOWN FOR APPROVAL BY OWNER OR His AG QQQRRR N TO STARTING THE ADDITIONAL WORK. �In n � ¢ _ ❑ m � Q * 1 x ❑ U O � 0 0 c� ?I� '0 0245 OQ� DF NEWJ01 -"-C_PLOTS-BUSCH4_SAM PI ERI_10_8_04 PAGE 7- 1017)04 2 12:28 PM 0 0 r` o rn o STRUCTURE LEGEND o N Z NEW WALL LU W U U) U) an d STRUCTURAL POSTz Y W Q W W OW w D REFERENCE TO BEARING POST FROM ABOVE. O 3� W Z _ UL O oO LOAD BEARING WALL, BLOCK SOLID AT w z W - MID SPAN, TYP. W Q d U 0 CC u O lr STRUCTURAL BEARING MEMBER, SEE PLANS 0 O LL F- FOR REFERENCE TO TYPE; IE. STEEL, WOOD U) 12 0U) OR LAMINATED MEMBER. W oW Q O ALUMINUM GUTTER AND LEADER � > (W7 SYSTEM. CONNECT TO NEW STORM �_ INDICATES THE DIRECTION OF FRAMING W D Z WATER LEACHING POLL. (TYPICAL) UJ) W _ U7 J LL to KEYED NOTE, NUMBER KEYED TO 'KEYED NOTES', THIS SHEET. m II it II fl II 1 ¢a -Zp 0 C -JC S- -L _ REVISION NUMBER �Z ❑ Z o Z Z z y o > f- - - 1 _ _ -C JL - -1�- �L_ - 1I r- Z ¢� 2¢ w¢F wOF=D< m0 - ALUMINUM GUTTER AND LEADER o z _ w o LL M w I` -- =1-= - awe>z ¢p� ¢I- amo ❑ If II- - I' -I �r �I 1 w ¢ i -"- C_PLOTS_BUSCH4-SAMPIERI10_8_04 PAGE 8- 1 017/04 2 12 28 PM "SUPERIOR" OR EQUAL CLAY TOP Al V RAINGAURD, FINAL DESIGN BY OWNER N OO OO AND FLUE SIZE REQUIREMENTSca 0 W 0 65 O O CULTURED STONE VENEER TO MATCH OTHER CONTINUOUS RIDGE VENT SPARTAN ARCHITECTURAL z r N TYPICAL OF ALL. COLUMN. TYPE 300, STYLE 4. CONTINUOUS RIDGE VENT PROVIDE ARCHITECT WITH TYPICAL OF ALL. SAMPLE FOR APPROVAL _ y LU PRIOR TO ORDER. I` LOUVERED ATTIC VENT, STYLE U U Q �T TT p I r ' r AS SELECTED BY OWNER. r Z W LU -t J- - r`L -T T.[ - f f C`r SIL I_T -.T, IIJ�L � ��CLTTJ_ITTr7ll�l LrLr--1-- �-rT I��LL LJ S _ .I l I-�L _LIJ 'L _�F IIJ - _^,T�r�-I_LI -_ -_ -_ — O LU EE _TI YTS T`T-T� ' Ll_- T� C-TJ L -1 II_-I r--IIT T - �J-_ I_ _ I fO/� 'T 7 I1_' J 1�_rTT7TT r_I I L I I 17--1.1111 LCiT1 1 111 II _I IJ-Z __f t-- J II �_I_I 'SLI -IIJ-T L IZI II_, _ 111 -_ _rr LIT-L_f�_I _fl1 �I I_I LI_ L�I_V I ' I- _ TL r�I I rIT L_ VJ LL z I I _ r _ _ I_ I - r�_T r -_ Tr CONTINUOUS RIDGE VENT 1 1 1 f`I_ J L - I _(I L n-- - 1 T r_I �_ T T- _ 1 . IS I II I ' JIT — C z O TYPICAL OF ALL. -T-1_ SJ- T_ I7L I'Tr 7rC I_LL r r 1 1-I TJ �r L TLr_r rZ 1,1�r� T'LL s1�TLCI r L lI ILI -r JTTLZLC LII C�-- 7-rl.l-I r l i . r1 �l _ r;-T� I r ill 1 ! 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I �zn -� 7 0 0 aG w � " IIII 1L1 f, -- _ L 1 _-_— �1 - I itl 11_L � iLiYYT - I i_ 7_7II I `� IIIT J ' L — .1111,1 IIL IiLI. I - �� 1f1 'LUW¢NU 2'LW U WJ��jjSU PROVIDE 1X2 SILL ALL _ _ 1 � I I TT I _ � 1 TT r4 T v$ - TT l _ - _ 1 111 - l 1 `�iT_ Ii 1T r �'-r`� I Ir r - Yr��_fi I _I� -- _ za°�zaW-a� ixa- Nw >zF Imo-¢ , - � _ - - I_1_L. J-L � - I .J_1_-�L � T_T': �I. 'S I- 1� ii � T N J JJ U-I'J > W _ T T_.._ y LLI_I. 1�[_LI_-. omaa3z¢Jomx¢z°€oowmmox GRADE Q - - - - - - - - - - _ r - - r _ _ __ _. GRADE Fw z x o - - - - - - - - - - - - - a J3LLm W U JZUF FS LI w - - oxz�°o�Zo �� 0000zo°z� �3m L�J h1Z yOUZw ¢Z¢ Oo 'ixltwNw""m�z0 +h ¢ U WfU CSW - WW = UFFJU» f111B u' - � - I E - � W-� LL UF-w w T1 U- L - - - - _ - - - - J L - J - L - _ L - A Lw�zZ JZx >xazF ¢ ¢ -Z ¢ " T FOUNDATION.MASONEFER RY - aOwo�¢wF- ml-rno_ z¢m¢3¢zdo 2 STONE TREAD REINFORCED MASONRY DETAIL #I SHEET ABOI m ® Lo c'J FOUNDATION AND POURED CULTURED STONE, WINTER STANDARD ,um 67 CONCRETE FOOTING. REFER STREAM STONE WITH 10% SKIMMERS. TO FOUNDATION PLAN. PROVIDE 3'x3' MOCK-UP FOR _ r OWNER APPROVAL PRIOR TO NEW 3,000 PSI P.C. `.....-.=^., MATERIAL ORDER. FOOTING 4 PIERCE - - - - - - - - - - - - - - - - - _ '`, - - - - - - - - - - co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r U °Z EXISTING PROPOSED \ \ �0 PROPOSED NORTH-EAST ELEVATION IF Z I W zm SCALE: I/4".I'-0" - - - -_-__ - - --- - - ';t$z - -,�' nr Q LU N "SUPERIOR" OR EQUAL CLAY TOP W/ RAINGAURD FINAL DESIGN BY OWNER AND FLUE SIZE REQUIREMENTS I Q Oo o =Z 00 ® W FQ r 5z o CULTURED STONE VENEER 00 O TO MATCH OTHER - Or on STEPPED BLIND ALUMINUM WALL FLASHING z w QO awz W O< CONTINUOUS RIDGE VENT ¢ o- >o mO UJ GABLE WALL BEYOND ¢m TYPICAL OF ALL. LOUVERED ATTIC VENT. STYLE CONTINUOUS RIDGE VENT ROOF PITCH AS CONSTRUCTED, 4:12 MIN. CODE COMPLIANCE NOTES: o m w m m IT U) AND COLOR ASV SELECTED TYPICAL OF ALL, z w r uf0i CEO BY OWNER. TYPICAL OF THREE CEDAR PERGOLA AND ITS INSTALLATION ARE TO COMPLY WITH 8W n� m� ( ) I. HOUSE WRAP MATERIAL OR BUILDING FELT a zLU - - - _ — f- R703.2. zoaa Nm } 2. FLASHING ESISTANTS NDEATO BE RE TO BE z w m<D- , < T. RAKE - _ ,I _-- - BLIND ALUMINUM FLASHING INSTALLED IN ACCORDANCE WITH R703.8, wT �¢ a O _ T -z TYPICAL z 07 a N f I_ _ ., _ ( ) R903 2, AND R905.2 B Lrl��lf�� --I 7 1 IJ.-I- 1 - r II_J J _I II _1 L I TfI J_T J-- t - = 3 ' - L � ,_r L � ' 0 3. WEATHER-RESISTANCE SIDING ATTACHMENT a AND MINIMUM THICKNESS ARE TO COMPLY WITH T TABLE 703.4. IIIF_ LILT -i T IT T7J- I�J L'l�l ILLS I�� 1-I I LI IJ ILI I_r IT12 I_T I_ �+ '�'iI 1 'I ` 1Lf�l 'I - 4. REFER TO SHEET A.602 FOR WIND BORNE ! 1T L _L L iti I Sr1141TJT T - r 1 1 T 1Z -f - - DEBRIS PROTECTION PANELS. L T - 1 L -�I 1 .1__),l .- -I I IIIb , - I -F T- Lj rL-I ILt' `1111-T IIlo-IIL-1= - - • • • T r T 1 L_1 IL r r� I Y r r. r, l -r 1 I- l 1 I_ _ i t 11 11 l 1 T - T_r • II L_ Y - - T 1 L T IL I' L CJ_ 1 1 I' I_ I _I I_TT 1 V_-L=ALT I_ �L_ - • LTr lT rJ T-T r � rT=t irLIT IL-1 T1r�l TT T r r 7L' _ 'T7-_,T� -L _ r, - -I P TITLr'_l �_� r r 11 1 L-I '�T'TT o Lo ASPHALT ROOFING PER I_ lZ _' II l LSY r-L f I -L J J I I' - r� L ZT rt J- I-T II L II_ I_ _ • • • ROOF PLANS. SWT. A103T� =d �� I T TJ J l T TTS L�1L l -I TT I-- y - T 111 • • - I � iT.J- L_ _V 11- LTTrr 1' 1. 1 ' 1 [ N.11TTll '��--- 11 . 1-,L I. 1111 � I�Tii t ' rTr ll7J -I -LI T�� TSS1 -1 I�J I I_ ICIJ rl I IJ_ 7-' 1 1 _F�TT� r- _r' r s I T -TL-LIF I 11I�.-�,I �J-`L 1T L I i hI 11 r _ 1 1-11 i T u I sz L I`=,- -r7 T T _ TT7 T i 7 T , i IIJ l Iii _ Z J - 1 Tr J `I 1 -Ill I_I_lTl-1- I � SPARTAN ARCHITECTURAL LJr 1 11S 1-r1Lri , I- �l r r r L� ISL I1_J_ L -T� -111 - _ 17 , I_l=1 J TL t r 7 r LLJ II II I_ L_ 1 COLUMN. TYPE 300, STYLE 4. LIJI Il+ = - IT4Ltr t L J_it l_ .7 _ 1 y . .J 111 rl7 r f r 1-111 1 - 1 Tf TT1 Ti it T- f L - L LJ 1 tT , _r �J_> LtL L J l- - - TLC] j _ ;_J_� J 1'T�I__L�I PROVIDE OR AP WITH r r �'� r u T T1 1 I 1 f r T' r J - �- T 1 _r IT r _ _ SAMPLE FOR APPROVAL -1 - - T. 11 1 I- 11 - - �m PRIOR TO ORDER. • (�7I1 1 ITI I'-LIJL 11 _ iLI � uIIIIrI - E r I _ TI IF 11 ill 1�11111111� II III U-- �I I I�� - -TT111�Lii 1 11 I_I_-I111jIL Tfl 1111 Tr - I.1- • • L 41i1I I 1 � - r1 rI I I . I I l I LTT � I � 1 �I [ I L TIS 1-F' TSI LII L � • • • p_pll '111i " IIII ', _ rJ [ _ lI_� IL - �LJ_J r�' _ ILII - • • TI IT II 11 IIL111I 4C4 14 IF Bp f ' 11L1 iI T ' '1I11T1111'I',114 St, L (TYP.) � f 4 LI11Lu - I_ I 1TL�LI -1 r-I-lI1 _ _ LIr'11 T M iL4 1I 1. 1 1 QD lr � ILC�� WEAVE SHINGLES @ CORNERS jT� L L 1 1 i C 1 i - 1 -,l C r i �LJ_'_r [1 - 1 I I i 1 _iNQ -i11=11. 11111 _ 1 Lil-J_11111 1_ 11 II Ii,III,III i T _ 1.111_1 ' 4 - 1 -zl - t_ T -Irl l PRE-PRIMED WESTERN Tir Li IIsi 11J _ _ _ I i _ _ _T iLI`T - LI11.]1 1�i�T1_ I T1. 11 111 "1 H III I,lli 111 L T1_111 1 _1_ (?T I IJI�'41_� SIjuliI , J IT 1111 , 1 -1 i� - 1 ri �_ _ 1 JTZ _ TTT ( J 111 1 L l T T _ f _ PROVIDE INs" SILL @ ALLT _ l i_ _. �T_ 1 1 - L TT 1 _ L T� [ i i 6E EXPOSURE TYPICAL OF ID CEDAR R*RI, 1 1 I _WINDOWS _ �I-1 1 1� $ 1 L_ - 11 _ _f1 _I LII 11-!_ I_ 1 _ (1 i _ PERFECTION SHINGLE @ --� 1JZ` ll ll IL111'1 rr- 1 1 --� __ l u_ IT > '1 4 - 41 ,1� P ) 1-� _4 �I��,C�JJ� 4 iIIT�J I i III X44 ALL. ' t��l , � �rrr_I SLI i �1 r11 s1r TUr�1 r`r`- "TmoiI1 I, 11 Y'f IrT --I r-i 1,- 1 LLI GRADE GRADE 00 co Lu • • • v PROVIDE ADDITIONAL DECK FRAMING ifs o . TO SUPPORT NEW PERGOLA COLUMNS, � • co m I REFER TO SHT. AIOI I I o - - -_ - - - - - - - - - W o 0 U) LL 0 REINFORCED MASONRY / W0 17- FOUNDATION AND POURED CONCRETE FOOTING. REFER EXISTING PROPOSED - Q TO FOUNDATION PLAN. :` '' 'r,�utlF(i LOi� z 111 PROPOSED NORTH-WEST ELEVATION I * ¢ E 11N0 0246 �Q SCALE: 114"-I'-0 hOFNEJ� BOB Z O " C_PLOTS_BUSCH4_SAMPIERI10_8_04 PAGE 9- 10/7/04 2 12 28 PM 0 0 r ro 0 0 m 0 0 O V Z r "SUPERIOR" OR EQUAL CLAY TOP W/ RAINGAURD, FINAL DESIGN BY OWNER Lu AND FLUE SIZE REQUIREMENTS co � Q z LU Lu CONTINUOUS RIDGE VENT O 0 J W TYPICAL OF ALL. o N EL CONTINUOUS RIDGE VENT y _ TYPICAL OF ALL. I` BLIND ALUMINUM FLASHINGLIL \ 0 O (TYPICAL) W U �I __--1� _f rTTTTT l=r_ 7 1-T l -f-_f- TT-- I - - -_177 -I_ I- L I_ l_ J_ I ,J ,-I I Tr-C. -- U O IS LL - r-L f_r T=�-rrr TT-' 1 ' �1111�- 1I L_I �L � I II IIJI I1_I IJ-�I-I'--J '_LI� LI I-I LJ L. I�, I II � Tr T-LTT _ I , IJ II1 Lr I�1�r L _ . I I I__rTS_7 - 1 I d -LT�LJ_-I I I I _ I_ LJI- - --'L - L - I 1 iTll l � : L _ L_ LrL. J -CrI-T- TI I _ I--I _ I_ -fl LJI ILI L_LJ rTrf h�_L- p \ O L _I J I _- -_T7 L 111 J J_" I CT IT7_T T-- �L -f Ll _ I J' I J L I L I I. 1_7_- I' rLl_-- 1 , 1 IT- -I T_ -- II : L_L-rI-I�L IL111 rl rlr F ASPHALT ROOFING PER r-r LJ_ I_ I_ II f T J J I__I -' 1 _ -[ I l -lTT r f ___ o _I _L,_f -1 -1 - -L_- LrL -__r r C1 I_7_ r r' - - l T-r l -I I_J- L 1 = r r T _ -� I JI _L _rT -1 - I- L rT�r7_ r TT r LJ_ -I_ U) 0 0 CE cA 1 - I_r1 L L_I _I I_ L '__l L I_1 - -i - 11, 1111- '-I' rrr= -IJI-I 11�-1, 11 11 T_-r l I I ] _L_ f 1 TSL L _I _I 1 ' _ If -- L Lu O � z ROOF PLANS SHT. A103 - TI-- I-SLI I1T rLI7TL_L_[ I1I I I1I I ' Lfr IJJ- �- II -I _L_I_ rrfL -11 T ��I_I-I _ �� -I_ 1 L_I-I_ I_-I _ I_ I r I_ II_I I_, Ir ' -r=1__I ��_ 111 1 -f rE , II _I_J I_ f�QTS T 1�- LLI L_I I_ -L-1 l T-I r T�- 1 -S_ Ir 11 - I_JJ ILU L-J_ r1 I I T r� T'-I -� 1 I J J L - _I� I I_I _C-1 1 _ I 1 II_ 11_T I -V 1_ ]_ I JL� r, FLT r_ IL ._ a O L L L I- I_ J II 1 1 -L_' LTI l 1- =1 -- LJI_ _- _ 0 1 r r -- I_ T.=L I_ - C-I I_ J__J L I L Lf 1_L �L _1_I I T I� W O IJ f r_LL 1 -S T- 1 I C L L_ C I � f L� _ I- I- ]_ , t -I L _ 1 1 J_ L- I_ I J 'I l -_-- - -- T T �- I. 111_ I I I I _I T_ 1 r r -I l-T, L L r 1- 1 L r L---u r r L_L J_ L z 1T � IC C-L C_I �L __LZL LJ V I I I I �_ '- I I � � TLI-T -- I I I- 1 I_ I I I rT 1 T 1 1 r l � rT-f I-- - _ LJ_ I_J_ i I o -_ � L r T i_ _I S J-r_' _ r? I i I_,r r-(-'- 1_ I r 1 --f _I I I ' 1 1 _I - L= o - r �/� L111LI1LCZ J-T T -1=JTZ �S. I_L' J rITLI �TI_L L ' �L 1 Slrl r_I=L 1=1_! -l1_ '_LTI rL �_ILf=1_I_1l ITf 11 f_I-[17_ 'IIID- III ^`_ _ IJ L11I f_LI_T' I IIT IJ_I-�T 1II LI IJ_ I-1 I I f I _I_I -1 IS I I� 1_, [ �I11Ii=�ITIL 1, 7TT1 12 -1_II II_,1 IF VJ LL10 Z -I-1 1 -_-1 I rlf� I '1-T�T�I_IITI1 1 1 1 - 111 -I J_S C- _ CS��LLI71II� L_C1-f Ll 1 ISI JT r1'TrLI r --� J r�L 1=I I I-IIII-I - ' I ' f-II_LI�JL1 _J 1L,I LL LLISLL� I _ I_ I - r rL -_ I P_ _i_II . CC T_I - I L _ I I LI 11 I 1 1 L I ILS P f- I__f 1 I_ _ I � L TLI rr _ u _ rT I L_I- _ CEDAR PERGOLA. REFER f I_' I_ IA T 1 L L L _ I, L I- If 1L7 V L II r 1 r r1 ]- , ! I ' '- 1 II f I_ LT 1 I L - 1 l' f C_T 1-I - 11LtiTl- 1 1 ""1 ! 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Ir r�_IJ 1 II LSI �� IT__�ZIJ J- �rTTv,rl '.I J-11 L _ ? _ - r� .. -, r wimYzo ° RED CEDAR R4R L 1 1 I ' [ I �7 Lr r7 T_IIr_ _1�1 J 1 I L SIL _ I LI.1 L _ T LLLI IIII _LLQ Lr,- 1_T'r �� J LTr= TI-Ir iTLr _ 1-11-' - rIT � 1�T �A wz ❑ z° o zzz°°t> TII PERFECTION SHINGLES I LTJ _ Y 1 l=_1I - I _ fi_L1 I L1- - L� 1 T_ '_J__L L I_-Lr1 _ I I � _ L _-1�1�iL -TTTLT T1T__ 1 J - T_�T 1__ II I II I '� I ,11 Z r¢N gwaa� w°��¢a'�'p 6" EXPOSURE TYPICAL OF ' T , _ - - - _-- - - -- - - -- --f=L-L r T LT -r_ L r1,1_J_' 1 1 Tl IT1 T I T <°1U��w Fl=� ¢jz ¢ iwFd"`1xms ALL. T 11 111 1- ISI I - - - > ¢ ¢ w m ¢ m o 0 — -- _ TT T 1__ R fLL�I Il fT _r_ r�11fTL I I I � � � _ 1 I I LI7111 LLl i r _ 1 1 � --- - - -- - 1--LLI F1 . _ I �wcxia�z Fzzza z°�5aawa -- -- If 1 , ` I- 5zaiz�ui° mF- ac�iao ° I IIIIII ,LIIII 1111111 f LIIII I ] J� r Sy (�O OaZa a IIJI_ 11 1, II I llllflfl_ W mzaoaoa ¢�a �wxzaaa III 1 TJ _ � , _ I , TI I_ ll L '� '- 1L ' T „_F---- _ _ ° 1 TI-I J- 11f II T _ _ �� -� 1 I I,_oI, z� o LL W �L (TYP.) o wzmlcmLLo =� amOza°mF WEAVE SHINGLES P CORNERS I Q 12 1 I T III 11 a ` L ,T I I Z'L l T T g T - 1 O ¢fD°1y�1"w -a_O_ w In w 1-�ii x I Z a J Z a FJ aF > W 2 _ _�, I I II o 9 T�r11111111- I. - FWaa�QQQ� °NUZZ~°°Wmm x III L 11111 L O T O T J¢°* Ll w a¢Ow 7F°O L _ I I_ �T — I °UJ J J m°- Ox n I LI L J�_ _L—L °JZ °¢Z fW >m lf,IT_TTI� 0z°r°p�y� 3owaN°o��w°�� - - I LS 1 CEDAR RAIL AND If w ¢ o z TLfIIIL1 _ �� _ L. -,' 1 J og rzo > _r r7 - - I7� - LL STEPS PER LOCAL CODE azowl nwwwy -JIQ,O-� o�www aZ° YY w¢ZZW~ZS iiaz ¢ €JOzZ¢ RADE GRADE aO wO�<¢wrml-m°, _ama3¢ao II SPARTAN ARCHITECTURAL r ® c�7 COLUMN. TYPE 300, STYLE 4. CEDAR PERGOLA. REFER TO I I I, m PROVIDE OWNER WITH SHEET A102 FOR LUMBER SIZING. L J L r �P SAMPLE FOR APPROVAL W y L PRIOR TO ORDER. REINFORCED MASONRY °O FOUNDATION. REFER TO DETAIL #I SHEET A301 12" POURED CONCRETE_ U }Oz 50NOTUBE FOOTING Z Q w I- _ - - �. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ILI,; W _Uj _Ii " C) WW Cl h L- - - - - - - - - - - - - - - _- _ _ - - - - - - - - - - - - �J r EXISTING PROPOSED a fA 000 �o W =Z 0 ® W oz - PROPOSED SOUTH-WEST ELEVATIONUzp 00 CODE COMPLIANCE NOTES: O I. HOUSE WRAP MATERIAL OR BUILDING FELT °i N - SCALE: I/4"-I'-0" AND ITS INSTALLATION ARE TO COMPLY WITH Q� R703.2. 2. FLASHING MATERIALS ARE TO BE o w z _W OQ (� CORROSION-RESISTANT AND ARE TO BE a a j o /^� cl�D INSTg N Lu R903A2,LED IN AND R9 5 2 BDANCE WITH R703.3, o m LL cc Ln 3. WEATHER-RESISTANCE 51DING ATTACHMENT J z m 5 �� LOUVERED ATTIC VENT. STYLE > & G W 0_ ROOF PITCH AS AND COLOR AS SELECTED AND MINIMUM THICKNESS ARE TO COMPLY WITH Qo > � �� coo CONSTRUCTED, 4:12 MIN. 8Y OWNER. (TYPICAL OF THREE) CULTURED STONE VENEER TABLE 703.4. z o¢O m Q }� z TO MATCH OTHER 4. REFER TO SHEET A.602 FOR WIND BORNE O z w z DEBRIS PROTECTION PANELS. ° zoo z N V m p_gII ,IQ x ¢ 0 O of OVERHANG 3 -0 a CONTINUOUS RIDGE VENT ° r TYPICAL OF ALL. t� - l L � GABLE WALL BEYO D • ASPHALT ROOFING PER - r L ROOF PLANS. SHT. A103 fl l �1 - - -B • • -^ �l 111111 - � � • T 1I�I I ' II 11 'i 1 T �41TLI _ - T-r lr TT LL 1 1 - 1I _ , l r 7- J IJI JJ�I ,r rile 1_-rn T 'J r 1 SPARTAN ARCHITECTURAL T 1 - TLT�L= f LI_ L TI IL-I I J T7 lel - COLUMN. TYPE 300, STYLE 4. III �fJ I.l 1 -��I LI L 1 L_ II LLI !I J I' T I LLT_I LTTI L III` _1.r: T rl err -J 7 PROVIDE OWNER WITH I_ - IT LTT I I I I J J I I-J f J I [ I TIT r LT IYL [ f-- SAMPLE FOR APPROVAL rT=T1JIr lI s I 11 T, I I N I 1 111_ 111 1 _ L 1 1 � T L TT T,I T I -I II � -I PRIOR TO ORDER. RED CEDAR RIIR I -O' L T T-I Tt LI ! L�I 111,1- -� f • • PRE-PRIMED WESTERN LT-1 I 1�I L L l T� i'I r 1 _ I J L I r � � u I I 1 r1 'l I f IL ' I 111 111 1 1 1 I I _ �T 1 ��I PERFECTION SHINGLE • 2- 11 J L T III T_ I T, C 1 • • 6' EXPOSURE TYPICAL OF CTYP.) I__ILrrl I tJ��s �1 1 1 f . Ll LT r fT l Jl LU 1 - -' 1 r - �1r1 . L�r L J �L I- -" 1 • • -� � 4 � I t - �_ - LTi1'1 WEAVE SHINGLES G CORNERS - I m L11'_T�IrI1IJ,l _I rLlll�Jlrn1 I�L '_I_lll�ll.l ��I-Il(I�f� -�- II7'1-ILL 00 r1 Il ILLI ���'' I-LIT1 _f111r,1�1141 IIITr Il`_ILIIITITLLLILI,r,111IT7�I�L�1 '�� -11'L�!� la TI a LJ L ' - I_ l_1_ L LL � TI 11LL I I II T-I 1 I I T1 C�J I�17LC-�� 1L11 �J1 1. 1L1_I_11, CEDAR RAIL AND STEPS 1 1 1I PER LOCAL ODE I�I ' _T_ �T1"IIII T' I4 1 TL _1 L7_ I rI�L1I1f1I'1T1`1L I v I -'r1l T J['I_1r'Il L[1 i_I_ll 1r1I TI r_LIII111_Bl I I I LTI 11I rl`I_ITT__L r rCr I I II1 TI rLI T1 I rI 1 L�LJl 171 fI1�7�I'1 1 I1II I 1 • • I I I !l ILJ � 'rl L I I L�I I- I7I ITl�1'I T�I� I I I� 1 I l�Ll��l I 11J I 111 1111 I I �_ I GRADE -�1 - — - - - - _ -_ GRADE •• PROVIDE 11�" SILL 0 ALL r WINDOWS EXISTING FOUNDATION 1 y - _ -LI r "s n 0 12" POURED CONCRETE m w EXISTING W PROPOSED W Z SONOTUBE FOOTING O r W Q O P EW 3,000 PSI P.C. F d Q FOOTING 1 PIER \� PEpa_, 0 (9 O 3 aw � a a PROPOSED SOUTH-EAST ELEVATION * SCALE: 1/4"-1'-0" 11 1 -- - -- - - - - �� nF NE�y/' z o a o ii o N Y z O -' - C_PLOTS_B U SCH 4_SAM PI E R 1_10_8_04 PAGE 10- 10/7104 2 1228 PM GENERAL NOTES: FRAMING AND ROUGH CARPENTRY: WINDOWS AND DOORS: PLUMBING: ELECTRICAL: N o O ALL WORK TO BE DONE IN ACCORDANCE MATERIAL FOR STRUCTURAL MEMBERS WINDOWS AND DOORS ARE TO BE SERVICE WATER FOR HEATER AND GAS ELECTRICAL FIXTURES t COMPONENTS w N DOw SCHEDULE O o WITH ALL APPLICABLE LOCAL AND 15 TO BE IDENTIFIED IN ACCORDANCE TESTED BY AN APPROVED INDEPENDENT BOILER ARE TO COMPLY WITH SECTION ARE TO BE LABELED IN ACCORDANCE 0 STATE CODES. WITH RO N1104. WATER-HEATING EQUIPMENT WITH SECTION E3303. INTERRUPTING N QUAN. MFR. NO. ROUGH OPENING HEADER 4T. MANUFACTURER REMARKS G ST MATERIALS FOR LOAD LABORATORY AND ARE TO BEAR A BEARING STUDS, PLATES AND HPERFORMANCE I5 TO COMPLY WITH HEADERS LABEL IDENTIFYING MANUFACTURER, RATING OF CIRCUIT PROTECTIONS IS TO ANDERSEN WOODRIGHT 0 N ALTHOUGH THESE PLANS ARE DRAWN ARE TO BE IDENTIFIED IN ACCORDANCE PERFORMANCE CHARACTERISTICS AND TABLE NI104.2. THE HEATING BOILER COMPLY WITH SECTION E3304. FOR � 2 (2)WDH3046 6'-4' W X 4-9014 6 -II ' A.S.F. 400 SERIES DOUBLE. HUNG MULLED Z r TO SCALE, NO DIMENSION 15 TO BE WITH R602.1. APPROVED INSPECTION AGENCY TO AND WATER HEATER ARE TO COMPLY EQUIPMENT WORKING SPACE AND SCALED, CONTRACTOR SHALL NOTIFY INDICATE COMPLIANCE WITH WITH CHAPTER 20. SEE ALSO SECTION CLEARANCE SEE SECTION E3305. 3 (2)WDHIB510 3'-B"w X 6'-11,14 6'-11" A.S.F. poo NDERSEN INOODRIGI-IT DOUBLE HUNG MULLED W ARCHITECT PRIOR TO COMMENCEMENT STRUCTURAL MEMBERS ARE NOT TO BE AAMA/NWWDA 101/ME S2 OR ASTM E330. G2408 (305) FOR CLEARANCE ELECTRICAL CONDUCTOR MATERIAL, W Lu OF WORK. CUT, BORED OR NOTCHED IN EXCESS OF THIS IS IN ACCORDANCE WITH R613.3. REDUCTIONS SEE SECTION G2409 (BOB). SIZE, INSULATION AND CONNECTIONS ARE C I WDH2O210 2'-2 1/2"W X 3'-I"H 6'-II" A.S.F. ANDERSEN WOODRIGHT DOUBLE HUNG � U) Q 400 SERIES Y W W THE LIMITATIONS SPECIFIED IN FIGURE THE WINDOWS AND DOOR ANCHORAGE IN ADDITION THE BOILER IS TO COMPLY TO COMPLY WITH SECTIONS E3306 AND Z NO NOTE OR DETAIL OR LACK THEREOF R502.B. CUTS NOTCHES AND HOLES SYSTEM 15 TO COMPLY WITH R613.5. WITH SECTION G2450 (630). E3307. O Q W W SHALL BE CONSTRUED AS RELIEVING BORED IN ENGINEERED WOOD PRODUCTS GLAZING IN THE SLIDING DOOR IS TO 4 (2)wDH2O32 4'-4 1/4"W X 3'-B"H W-11" A.S.F. poo SERIESwooDRIGHT DOUBLE HUNG MULLED _ m THE CONTRACTOR FROM THE EXECUTION ARE NOT PERMITTED UNLESS THE PASS THE TEST REQUIREMENTS OF FUEL GAS PIPING SYSTEM MATERIALS, ELECTRICAL SERVICE LOADS ARE TO 3 m OF ALL WORK IN ACCORDANCE WITH ALL EFFECTS OF SUCH PENETRATIONS ARE CSPC 16 CFR, PART 1201 CRITERIA FOR COMPONENTS, FABRICATION, COMPLY WITH CHAPTER 35. THE RATING E - - EXISTING EXISTING EXISTING EXISTING TO REMAIN C W (� STATE AND OR LOCAL CODES. THE IN ACCORDANCE WITH R502.8.2. AND AS CATEGORY I OR 11 IN ACCORDANCE WITH ASSEMBLY, INSTALLATION TESTING OF UNGROUNDED CONDUCTORS 15 TO BE > o oz 10 DRAWINGS ARE INTENDED TO BE PER ENGINEERED WOOD PRODUCTS R308.3. GLAZING PANES ARE TO BE METHODS, OPERATION AND IN ACCORDANCE WITH SECTION E3502. ANDERSEN WOODRIGHT d W U j COMPLETE. SHOULD ANYTHING BE MANUFACTURER RECOMMENDATIONS. IDENTIFIED IN ACCORDANCE WITH R308.1 MAINTENANCE SHALL BE IN ACCORDANCE SIZING OF CONDUCTORS IS TO BE IN F 1 wTR381s 3'-10 1/2"w X 1'-B"H 6'-1I" A.S.F. 400 SERIES DOUBLE HUNG TRANSOM o a0 CE CE OMITTED FROM THE DRAWINGS, STUD DRILLING AND NOTCHING ARE AND R30B.1.1. WITH SECTION G2401 (101) G2417 (407). ACCORDANCE WITH SECTION E3503. I (2)WDH30210 6'-4"W X 3'-I"H 6'-II" A.S.F. ANDERSEN WOODRIGHT DOUBLE HUNG MULLED Q () 0- NECESSARY TO THE PROPER ALSO TO COMPLY WITH R602.6. GAS PIPING 15 TO BE DESIGNED IN BRANCH CIRCUIT VOLTAGE LIMITATIONS 400 SERIES (n 0 U) > u) CONSTRUCTION OF THE WORK HEREIN ALL EMERGENCY ESCAPE AND RESCUE ACCORDANCE WITH SECTION G2412 402 AND CURRENT RATINGS ARE TO COMPLY 01r z DESCRIBED, IT SHALL BE THE DUTY OF PIPING PENETRATION THROUGH WINDOW OPENINGS SHALL NAVE A ( ) ANDERSEN wOODR1GHT MINIMUM NET CLEAR OPENING OF 5.7 PIPING MATERIALS ARE TO COMPLY WITH CHAPTER 36 t 38. H 3 G 32 3'-O"W X I'-11"H 7'-O" A.S.F. 400 SERIES GLIDER WINDOW j � W O THE CONTRACTOR TO NOTIFY THE FIRE-RESISTANT RATED WALLS OR SQUARE FEET MINIMUM OPENING WITH SECTION G2413 (403) STRUCTURAL ARCHITECT. FLOOR ASSEMBLIES ARE TO COMPLY n r MEMBERS ARE NOT TO BE WEAKENED ELECTRICAL GROUNDING SYSTEM IS TO WITH R321.3. HEIGHT: 24", MINIMUM OPENING WIDTH BY INSTALLATION OF GAS PIPING IN COMPLY WITH SECTION E350B. U) IT D Z THE GENERAL CONTRACTOR SHALL 20" AND A MAXIMUM SILL HEIGHT - 44" ACCORDANCE WITH SECTION G2405 - 03 J VERIFY ALL DIMENSIONS IN THE FIELD. ALL LUMBER EXCEPT LAMINATED BEAMS A.F.F., AS PER SECTION R310.1.1, 302 . PIPING INSTALLATION IS TO REQUIRED RECEPTACLE OUTLETS, GFI LL ( ) WINDOW NOTES: ANY DISCREPANCIES SHALL BE SHALL BE K.D. DOUGLAS FIR, OR HEM R310.1.2, R310.1.3, R310.1.4 OF THE COMPLY WITH G2414 (404) KINKS IN PROTECTIONS, LIGHTING OUTLETS ARE I. ALL WINDOW INSTALLATION SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL CODE OF NYS, SECTION R310.1. RESIDENTIAL CODE OF NEW YORK TO COMPLY WITH CHAPTER 38. SUBMIT REPORTED TO ARCHITECT BEFORE FIR WITH THE FOLLOWING MINIMUM PIPES ARE NOT ACCEPTABLE IN 2. ALL INTERIOR AND EXTERIOR FINISH AND COLOR, HARDWARE, JAMB LINERS AND FINISH TO BE SELECTED BY � � STATE. DETAILS. ENCLOSED ELECTRICAL WIRING OWNER. ¢2 mz 0 PROCEEDING. VALUES; Fb=1200 PSI Fv 95 P51 AND ACCORDANCE WITH SECTION G2415 (405). z m�z zo E E-1,600,000 PSI. WHERE FLUSH FRAMED 15 TO COMPLY WITH TABLES E3504 (1) B. ALL OPERABLE WINDOWS TO HAVE SCREENS. COLOR TO BE SELECTED BY OWNER. �0 m THE GENERAL CONTRACTOR IS SOLELY METAL JOIST HANGERS SHALL BE USED. PLYWOOD PROTECTION PANELS AS GAS PIPING 15 NOT TO BE USED AS A THROUGH (10). 4. ALL GLAZING TO BE ARGON FILLED, LOW 'E', WITH SIMULATED DIVIDERS LITES t PERMANENT 7.6" MUNTINS. z �� gQw2Oa ,z-„oowaamo RESPONSIBLE FOR MEANS AND METHODS UNLESS OTHERWISE SHOWN PROVIDE REQUIRED FOR PROTECTION OF WINDOWS GROUNDING CONDUCTOR FOR ELECTRIC S. ALL WINDOWS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK, 2002, SECTION aW�zww wwao* =c my °x OF CONSTRUCTION AND FOR SEQUENCES METAL CONNECTORS AT ALL FROM WIND BORNE DEBRIS, TO BE AND CONTROL SYSTEMS. ELECTRICAL DEVICES AND LIGHTING 6. 1ALL w1NDowTO NOT ISP HALL BEEDE ESN COMPLIANCE WITH THE RESIDENTIAL BUILDING CODE of NEw YORK, 2002, SECTION °S. ¢�>�zOwQpaw' mlc,mw wOwa AND PROCEDURES TO BE USED. CONNECTIONS INCLUDING JOIST HANGERS PROVIDED WITH FASTENERS AND FIXTURES ARE TO COMPLY WITH wcxia z Fz zea zmw>y�mz LABELS AS PER SECTION R301.2.1.2 OF R 03, FOR NATURAL LIGHT AND VENTILATION. 3❑ 3_ x y0 O O w 0 a z a o a m _ AND POST GAPS. UNLESS OTHERWISE GAS PIPING IS TO BE TESTED FOR CHAPTER 39. 7. CONTRACTOR SHALL VERIFY ALL JAMB DIMENSIONS PRIOR TO ORDER. gzd> vuO xti mF� Q Qot0 F ALL WORKMANSHIP AND MATERIALS SHOWN USE 2-2XI2's OVER ALL THE RESIDENTIAL CODE OF NEW YORK LEAKS IN ACCORDANCE WITH G2414.16 w o a 0 m¢o� w w 0 w,< °z a a 0 m O SHALL BE GUARANTEED FOR A PERIOD BEARIP G OPENINGS 6'-0" OR MORE. STATE. (404.16). REFER TO SECTION G24169 ELECTRICAL CONDUCTOR PENETRATIONS N E: F_F z?- z x°z w It z U j 0 m m O m w L OF ONE YEAR AFTER COMPLETION BY THE REQUIRED EXIT DOOR SHALL (406) FOR ADDITIONAL NOTES OF COMPONENTS BUILDING ARE TO STRUCTURAL CONTRACTOR TO PREPARE PRE-DRILLED 1/2' PLYWOOD WIND BORNE DEBRIS PANELS FOR ALL WINDOWS AND EXTERIOR GLASS DOORS, 0¢v z wows O_ mw z v¢Fr THE CONTRACTOR. THE CONTRACTOR LAMINATED VENEER LUMBER SECTIONS COMPLIANCE. COMPLY AND PROVIDE TO OWNER FOR ON SITE STORAGE. ALL REQUIRED 2JQ #8 WOOD SCREWS TO BE PROVIDED AND STORED IN CLOSE z m_,x_a w xF m p a0o 3 w t3< SHALL BE RESPONSIBLE FOR ENSURING SHALL HAVE THE FOLLOWING MINIMUM COMPLY WITH SECTION R311, OF THE SECTION E3302. PROXIMITY TO PANELS. REFER TO SHEET A.602. 0 m¢a 3 z a w0 m azz o o w m m 0 x RESIDENTIAL CODE OF NEW YORK GAS SHUTOFF VALVES ARE TO BE �M"O�aW�awLLu°3ao°i�Mo�° THIS GUARANTEE. VALUES; STATE. PROVIDED IN ACCORDANCE WITH LTHE ABOR MATERIALS,SHALLPROVIDE AND gzzww, -mm"'q �wwo,zntFww.zwm Fb=2950 PSI, FV=290 P51, AND OALL MATERIALS SHALL THERWISE SHOWN. ALLBWORKMANSHIPUNLESS E=2,000,000 PSI. FOLLOW SECTIONS G2419 (409) AND G2421 (411). r r r wm,z=o=zQ o�cLL-iFwzw'FM�oo APPLIANCES AND PERFORM ALL MANUFACTURES RECOMMENDATIONS FOR WATER AND DRAINAGE PLUMBING I5 TO OPERATIONS FOR THE WORK SHOWN ON E w g z z a zr m ¢ z z e SHALL BE FIRST CLASS. BEARING, BRACING, AND FASTENING a❑.C F<W - m F o" a m a 3 2 a o REQUIREMENTS. FIREPLACES AND FLUES: BE INSTALLED IN ACCORDANCE WITH THE DRAWINGS. THE INSTALLATION ANY DEFECTIVE WORK AND DAMAGE SECTION P2603. WOOD FRAME DRILLING SHALL BE IN ACCORDANCE WITH THE RESULTING THEREFROM, SHALL BE ALL WOOD IN CONTACT WITH MASONRY MULTIPLE FLUES ARE TO BE AND NOTCHING ARE TO BE IN NATIONAL ELECTRIC CODE, ALL ® Lo REPAIRED AND/OR REPLACED AS SHALL BE PRESSURE TREATED WITH INSTALLED IN ACCORDANCE WITH ACCORDANCE WITF P2603.2. PIPE REQUIREMENTS PER AUTHORITYG HAVING REQUIRED AT NO COST TO THE OWNER MATERIALS AND METHODS IN FULL RIOOLIO (34). CHIMNEY FLUES PROTECTION AGAINST PHYSICAL DAMAGE JURISDICTION. THE CONTRACTOR SHALL t AT THE EXPENSE OF THE �o r COMPLIANCE WITH ALL LOCAL CODES CONNECTED TO MORE THAN ONE AND CORROSION IS TO BE IN OBTAIN AND PAY FOR ANY PERMITS CONTRACTOR. AND REGULATIONS. APPLIANCE ARE TO HAVE A CROSS ACCORDANCE WITH P2603.2.1 AND P2(o03.3 REQUIRED FOR THE INSULATICLN OF THE W O� ALL WORK IS TO BE LEVEL PLUMB SECTIONAL AREA NOT LESS THAN RESPECTIVELY. REFER TO P2603.4 AND SPECIFIED WORK AND WORK REQUIRED - r r FRAMING TO BE ERECTED PLUMB, TRUE, THE AREA OF THE LARGEST P2603.5 FOR PIPES N FIRE-RATED BY OTHER CONTRACTORS. ALL U YZ AND TRUE, AND LEVEL AND TO BE FASTENED CONNECTOR PLUS 50% OF THE ASSEMBLIES AND FOR PIPES THROUGH ELECTRICAL EQUIPMENT SHALL BE U/L ALL WORK SHALL BE EXECUTED IN SUCH SECURELY. AREAS OF THE ADDITIONAL CHIMNEY FOOTINGS OR FOUNDATION WALLS APPROVED. 7 w0 A MANOR AS AL PROTECT THE SAFETY CONNECTORS. FURTHERMORE, FLUE RESPECTIVELY. PIPE PENETRATIONS 1�!"I�,, \� W Z< OF WORKMAN AND THE PUBLIC DURING ERECT STUDS IN TRUE ALIGNMENT TO CROSS SECTIONAL AREA IS TO THROUGH FOUNDATION WALLS ARE TO BE THE ELECTRICAL CONTRACTOR SHALL PUBLIC, TAKE FINISH MATERIALS. COMPLY WITH RI001.11. SLEEVED WIW A SLEEVE TWO PIPE SIZES PROVIDE LOCATIONS OF RECEPTACLES, /J CONSTRUCTION. GREATER THAN THE PIPE PASSING SWITCHES, SWITCH OPERATED �,� ''' �� OQ w FRAME OUT FOR HEATING, PLUMBING, EXTERIOR AIR INTAKE IS TO THROUGH, IN ACCORDANCE WITH P2603.5. RECEPTACLES AND LIGHTING LOCATIONS DOOR SCHEDULE U) 000 ALL BARRIERS AND OTHER AND ELECTRICAL AS REQUIRED. COMPLY WITH R1005. AS REQUIRED FOR PERMITTING ANDGo PRECAUTIONARY MEASURES SHALL BE SCOPE OF WORK ROUGH OPENING W UZ PIPE SUPPORTS ARE LE COMPLY WITH NO. QUAN. MANUFACTURER NO. CONFIRM ALL W/ MFG MANUFACTURER REMARKS ® �2( r ERECTED IN ACCORDANCE WITH THE DOUBLE UP JOISTS AROUND AI.L ALL FIREPLACES SHALL BE ZERO SECTION P2605. TABLE P2605.1 APPLIES AUTHORITIES HAVING JURISDICTION OR OPENINGS AND PARTITIONS AND UNDER CLEARANCE U.L. RATED, UNLESS EXCEPT LEAD PIPE 15 NOT TO BE USED. THE ELECTRICAL CONTRACTOR SHALL 7'-O"W X W-11"H SOLID FRONT ENTRY 0Z o AS REQUIRED FOR SAFETY DURING THE OTHERWISE SPECIFICALLY NOTED. FURNISH THE OWNER WITH A 1 1 BY OWNER CONFIRM W/ OWNER PER OWNER DOOR W/ 2 SIDE LITES UOO PARALLEL JOISTS. PIPE MATERIALS ARE TO COMPLY WITH ENTIRE CONSTRUCTION OPERATION. CONTRACTOR SHALL REFER TO SECTION P2608. CERTIFICATE OF INSPECTION ATTESTING m I_ r ALL NAILS, STRAPS, BOLTS, RODS, MANUFACTURERS INSTRUCTIONS ON THAT ALL ELECTRICAL WORK HAS BEEN 2 I BY OWNER 6'-2 I/2"W X 6'-10"4 PER OWNER FRONT GOAT CLOSET 00 THE CONTRACTOR SHALL USE JOIST HANGERS, AND OTHER FRAMING INSTALLATION AND MINIMUM CLEARANCE (• SEE NOTE) CONFIRM w/ owNER QO PRESSURE RELIEF DEVICES FOR WATER INSPECTED AND IS IN COMPLIANCE WITH z w W OQ ~ ADEQUATE NUMBERS OF SKILLED HARDWARE TO BE HOT DIPPED DIMENSIONS. ALL APPLICABLE NYS HEATER ARE TO BE PROVIDED AND ARE THE NATIONAL ELECTRIC CODE (LATEST 3 1 BY OWNER 1'-B 1/2"w X W-10"4 �r SEE NOTE) CLOSET NER oa >o -^ m0C) WORKMAN WHO ARE THOROUGHLY GALVANIZED. CODES REGARDING ZERO CLEARANCE TO COMPLY WITH SECTION P2803. EDITION). 22N E }W TRAINED AND EXPERIENCED IN THE FIREPLACES SHALL BE FOLLOWED 4 I BY OWNER 3'-2 1/2"W X 6'-10"14 PER OWNER MASTER SUITE ° � �` 2R C mco NECESSARY CRAFTS AND COMPLETELY UNLESS OTHERWISE SHOWN LOOSE ACCORDINGLY. FIXTURE TRAPS ARE TO COMPLY WITH CONCRETE AND FOUNDATION WORK: ('+ SEE NOTE) zw �> m", G CCO LLJ EL FAMILIAR WITH THE REQUIREMENTS AND LINTELS FOR OPENINGS UP TO 4 FEET SECTION P3201. 5 I BY OWNER 2'-8 1/2"w X W-10"H PER OWNER MASTER CLOSET � � ; z `^° Q m0 METHODS NEEDED FOR PROPER SHALL BE ONE 4X3 I/2X 5/16 A36 STEEL ALL FLUES MUST BE SIZED FOR ALL ALL FOUNDATIONS SHALL REST ON A (+ SEE NOTE) 2 � m� PERFORMANCE OF THE WORK NOTED ON " APPLIANCES THAT ARE CONNECTED MY SOIL WITH A BEARING CAPACITY OF o °zw° �L Qa ANGLE FOR EACH 4 OF MASONRY. MAXIMUM RATED BTU OUTPUT OF ALL WORK SHALL MEET OR EXCEED THE 2000 PSF. 2'-8 I/2"W X 0-10"H PER OWNER 02x0 m m THE PLANS. BEARING FOR EACH STEEL LINTEL b I BY OWNER MASTER BATH Co" TOTAL CONNECTED APPLIANCES. LATEST REQUIREMENTS OF ALL (+ SEE NOTE) wi °� 0 O THE CONTRACTOR SHALL BOTH SHALL BE MIN. ON EACH SIDE. NATIONAL, STATE, COUNTY, MUNICIPAL ALL CONCRETE SHALL HAVE A MINIMUM , PER OWNER zL� a W 7 1 BY OWNER 5'-2 I/2"W X 6'-10'14 • SEE NOTE LIBRARY FRENCH DOORS 3: 1 c] COORDINATE HIS ACTIVITIES WITH THE ALL NAILING PATTERNS AND CONTRACTOR SHALL PROVIDE SHOP AND OTHER AUTHORITIES WHO HAVE COMPRESSIVE STRENGTH OF 3000 PSI C ) o r OWNER AND ARCHITECT DURING ATTACHMENT METHODS SHALL BE AS DRAWINGS AND OTHER PRODUCT JURISDICTION. AFTER 28 DAYS, UNLESS OTHERWISE , PATIO DOOR, VERIFY SUBMITTAL AS REQUIRED BY THE NOTED. B 1 FWG 60611 6'-0'w X 61-11"H ANDERSON 400 SERIES OPERABLE PANEL W/ OWNER CONSTRUCTION. PER ETIALS INCLUDED IN THESE LOCAL BUILDING DEPARTMENT. ALL REQUIRED PERMITS AND INSPECTION SITEWORK: DOCUMENTS AND THE RESIDENTIAL CERTIFICATES SHALL BE OBTAINED, PIER AND WALL FOOTINGS SHALL BE q 1 FWG 160611-4 15'-q 3/4"W X W-II"H ANDERSON 400 SERIES FOUR PANF_L DOOR _ CODE OF NYS. PAID FOR AND FURNISHED TO THE 1'-0" THICK. STAKE OUT IS TO BE PERFORMED BY A STAIRS, HANDRAILS AND GUARDS: r • • OWNER AT THE COMPLETION OF THE I I BY MANUFACTURER q'-p"W X 6'-II"H ANDERSON 400 SERIES THREE PANEL DOOR ' ' . • • LICENSED SURVEYOR. STAKING AND ALL REQUIREMENTS FOR ROOF COVERING PROJECT BY THE CONTRACTOR. EXCEPT WHERE NOTED, SLABS ON COORDINATE W/ MFG. • • • LAYOUT ARE TO ESTABLISH ALL LINES SHALL BE IN COMPLIANCE WITH SECTION ALL STAIR AND RAILINGS SHALL BE IN GRADE SHALL BE 4" THICK REINFORCED • AND BENCHMARKS. VERIFY ALL GIVEN RgO5 OF THE RESIDENTIAL CODE OF COMPLIANCE WITH SECTION R314, R3115 STRUCTURAL STEEL: WITH W2.9xW2A W.W.F. LIMIT POURS TO n' I FNG 60611 W-O"W X W-1144 ANDERSON 400 SERIES PATIO DOOR, VERIFY AND R316 OF THE RESIDENTIAL OPERABLE PANEL W/ OWNER DATA AND DRAWINGS. IN CASE OF NYS. 2000 SQUARE FEET. DISCREPANCY, RECEIVE CLARIFICATION MECHANICAL: BUILDING OF NYS. 12 FWG 60611 W-O"W X W-1144 ANDERSON 400 SERIES PATIO DOOR, VERIFY STRUCTURAL STEEL TO BE NEW STEEL 1 OPERABLE PANEL W/ OWNER FROM ARCHITECT PRIOR TO HVAC IS TO COMPLY WITH SECTION MINIMUM DEPTH FOR TREADS SHALL BE CONFORMING TO ASTM A-36 (CURRENT PROVIDE ALL VENTS, SLEEVES AND BOX PROCEEDING. NIIO3. EQUIPMENT AND MATERIALS ARE 9", WITH A MINIMUM NOSING OF ", AND EDITION) AND THE REQUIREMENTS OF OUT OPENINGS FOR MECHANICAL, 13 1 BY OWNER 6'-2 1/2"W X 6'-l0"1..1 `ER OWNER ) BEDROOM #1 CLOSET EXCAVATE AND BACK FILL FOR WORK TO BE IDENTIFIED IN ACCORDANCE WITH MAXIMUM NOSING OF I " THE THE LATEST AISC CODE. ELECTRICAL AND PLUMBING TRADES. SEE NOTE • NI101.3. HEATING AND COOLING � ' LOCATIONS OF OPENINGS SHALL BE 14 I BY OWNER 2'-B I/2"W X 6'-10"1„1 PER OWNER BATHROOM #2 ON DRAWINGS. STOCKPILE TOPSOIL EQUIPMENT IS TO BE DESIGNED IN GREATEST TREAD DEPTH SHALL NOT PAINT STEEL WITH ONE COAT OF RUST APPROVED BY ARCHITECT AND SHALL + SEE NOTE • • OBTAINED STRIPPING DRIVEWAY AND EXCEED THE SMALLEST BY MORE THAN INHIBITING PAINT AT SUPPLIER PRIOR BE PLACED AS NOT TO AFFECT THE BUILDING SITE. STOCKPILE ALL ACCORDANCE WITH MI401.3 DUCT „ I5 1 BY OWNER 2'-S 1/2"W X 6'-10"4 PER OWNER BEDROOM #1 • • EXCAVATED MATERIAL, NEW AND SYSTEM FOR HVAC IS TO BE � ' TO DELIVERY. APPLY TOUCHUP RUST STRENGTH E THE STRUCTURAL (+ SEE NOTE) 4 • • FABRICATED IN ACCORDANCE WITH �� INHIBITING PAINT AFTER ERECTION. MEMBERS. VERIFY THE CONDITIONS OF „ , PER OWNER EXISTING BACK FILL MATERIAL AND MAXIMUM RISER HEIGHT SHALL 8E 8 THE JOB PRIOR TO INSTALLATION. 16 I BY OWNER 2 -8 1/2 W X W-10'H BEDROOM #2 TOPSOIL ARE TO BE FREE OF WEEDS, SECTION M601. THICKNESS OF (+ SEE NOTE) ALUMINUM AND GALVANIZED SHEET THE GREATEST RISER HEIGHT SHALL UNLESS OTHERWISE SHOWN LOOSE TREE ROOTS, ROCKS AND DEBRIS. ALL NOT EXCEED THE SMALLEST BY MORE LINTELS FOR OPENINGS UP TO 4 FEET NO CONCRETE OR MASONRY WORK 2'-S 1/2"W X 6'-10"14 PFR OWNER METAL ARE TO BE IN ACCORDANCE 17 I BY OWNER + SEE NOTE) BATHROOM #2 SURPLUS MATERIAL THAT IS THAN ", SHALL BE ONE 4X3 1/2X 5/16 A36 STEEL SHALL BE DONE DURING TEMPERATURES C UNSUITABLE FOR BACK FILL MATERIAL WITH TABLE M1601.1.1(2) ANGLE FOR EACH 4" OF MASONRY. OF 40 DEGREES F. AND FALLING. PER OWNER SHALL BE REMOVED FROM THE SITE. APPLIANCE: ALL HEADROOM CLEARANCES AT STAIRS BEARING FOR EACH STEEL LINTEL IB I BY OWNER 3'-2 1/2"W X W-10"H (+ SEE NOTE) BEDROOM #2 CLOSET PROTECT ALL TREES WITHIN EIGHT SHALL NOT BE LESS THAN 0-8" SHALL BE 6" MIN. ON EACH SIDE, NO FOOTING SHALL BE PLACED IN FEET OF THE BUILDING. APPLIANCE LABELING AND INFORMATION MEASURED VERTICALLY FROM THE WATER OR DELETERIOUS MATERIAL. 19 I BY OWNER CONFIRM W/ MFG. PER OWNER POWDER ROOM TO BE SUBMITTED BY THE OWNER AND SLOPED PLANE ADJOINING THE TREAD GYPSUM WALLBOARD: (+ SEE NOTE) (3' POCKET DOOR) I5 TO COMPLY WITH SECTIONS MI302 AN NOSING OR FROM THE FLOOR SURFACE PROVIDE TWO CONTINUOUS NO. 5 „ PER OWNER OFFICE 4 • • PROPER APPROVALS MUST BE REINFORCING BARS AT THE BOTTOM OF 20 I BY OWNER 2 -8 I/2 w X 61-10.114 + SEE NOTE OBTAINED BEFORE COVERING ANY M1303. APPLIANCE ACCESS AND OF THE LANDING OR PLATFORM. GYPSUM WALLBOARD APPLICATION C ) WORKING SPACES FOR INSPECTION, SHALL BE TAPE JOINT SYSTEM. FOOTINGS AS SHOWN IN SECTIONS. PER OWNER TOP SURFACES OF ALL HANDRAILS AND ° 21 I BY OWNER 6'-2 I/2"W X 6'-10"H EXCAVATED WORK. GYPSUM BOARD TO BE ON WALLS (• SEE NOTE) HALLWAY CLOSET SERVICE, REPAIR AND REPLACEMENT AND CEILING UNLESS OTHERWISE ALL FOOTING REINFORCING TO HAVE ARE TO BE IN ACCORDANCE WITH RAILINGS SHALL NOT BE LESS THAN 34' PER OWNER LAUNDRY ROOM • NO BACKFILLING OR ROUGH GRADING SECTION M1305 AND PARAGRAPH 1401.2. AND NOT MORE THAN 3B" ABOVE THE INDICATED. FINISH JOINTS J-BEADS STANDARD NOOKS AT ENDS. 22 I BY OWNER CONFIRM w/ MFG. + SEE NOTE AGAINST FOUNDATION WALLS SHALL BE NAILS AND SCREW DIMPLES, CORNERS, C ) (3' POCKET DOOR) • •• ALLOWED UNTIL FIRST FLOOR DECK IS APPLIANCE INSTALLATION IS TO COMPLY FLOOR OR TREAD LEVEL. ON STAIRS AND EDGES SHALL BE TAPED AND REINFORCING MARKED/NOTED CONT. n WITH SECTION M1307. WOOD FRAME THE HEIGHT SHALL BE MEASURED 23 I BY OWNER 2'-6 I/2"W X 6'-10"1..1 PER OWNER BASEMENT COMPLETE. BACKFILL IN 6 LIFTS.( ALL STRUCTURAL MEMBERS ARE TO BE DIRECTLY ABOVE THE RISER FACE. A RECEIVE THREE COATS OF JOINT (CONTINUOS) SHALL BE LAPPED 24 BAR + SEE NOTE EXCAVATIONS SHALL BE CARRIED INTO „ COMPOUND. ALLOW 24 HOURS TO DRY DIAMETERS AT SPLICES AND CORNERS CONFIRM X 61 MF SIDE ENTRY DOOR 18" OF UNDISTURBED SOIL.) DRILLED, NOTCHED OR ALTERED IN SPACE NO LESS THAN I } SHALL BE 24 I BY OWNER PER OWNER BETWEEN COATS. FINAL GOAT TO BE AND HOOKED AT NON-CONTINUOUS ENDS. CONFIRM W/ MFG. CONFIRM W/ OWNER o ACCORDANCE WITH SECTION MI308. BETWEEN THE WALL AND HANDRAIL. SANDED SMOOTH, METAL CORNER DO NOT PROVIDE OVER BACKFILLING ALL HANDRAIL GRIP SIZES SHALL BEADS TO BE USED ON ALL CORNERS ALL REINFORCING SHALL BE SECURELY 25 1 BY MANUFACTURER 3'-2 1/2"w X W-10"14 THERMA-TRU BASEMENT INSULATED DOOR w 0 co COMPLY WITH SECTION R315.2 OF THE AND AROUND ALL OPENINGS. HELD IN PLACE WHILE PLACING Q W u) FOR B" POURED CONCRETE FOUNDATION. RESIDENTIAL CODE OF NYS. :� W-10"14m J W CONTRACTOR SHALL VERIFY SITE CONCRETE. IF REQUIRED, ADDITIONAL 26 1 BY MANUFACTURER 3'-2 1/2 W X THERMA-TRU BASEMENT INSULATED DOOR I-, SPECIFIC SOIL TYPES AND SOIL CONCRETE BLOCK: AND MEGHANICAALL HALLS DCEILINGS OF L ROOMS TO BEARAGES BARS OR PROVIDED BYRRUPS SHALLTHE CONTRA TOR TO o ~ � ZZ PRESSURES, AND VERIFY ALLOWABLE C7 T FOUNDATION LOADING PRIOR TO SHEETED WITH 5/8" TYPE X FIRE CODE FURNISH SUPPORT FOR ALL BARS. W Z_ O BACKFILLING. ALL SHALL BE PER STATE ALL CONCRETE BLOCK TO HAVE w SHEETROCK. w Oz < CODE. "DDR-O-WALL" REINFORCING EVERY "KEYS" FOR WALLS BEAMS AND SLABS Q a THIRD COURSE. FILL TOP COURSE SHOWER AND TUB ENCLOSURES TO BE MUST PROVIDED AS SHOWN IN DETAILS DOOR NOTES: N Q 0 SOLID. MORTAR MIX TO BE ONE PART LINED WITH I/2" "WONDER BOARD". ALL AND SECTIONS. +1. ALL INTERIOR DOORS TO BE 1'76', 6 PANEL SOLID MASONITE DOORS BY OVATION OR APPROVED EQUAL. OWNER TO APPROVE FINAL PANEL DETAIL. PORTLAND CEMENT, ONE PART LIME 2. CONTRACTOR SHALL VERIFY ALL JAMB DIMENSIONS PRIOR TO ORDER. OTHER BATHROOMS AND LAUNDRY 3. ALL DOOR HEIGHTS ARE FROM THE SUB FLOOR (A.S.F.), CONFIRM ALL DIMENSIONS WITH MANUFACTURER. PUTTY, AND 51X PARTS SAND, OR, ONE ROOMS TO HAVE 1/2" WATER RESISTANT THE CONTRACTOR SHALL BE SOLELY PART MASONRY CEMENT AND THREE %/ RED SHEETROCK. RESPONSIBLE FOR THE ADEQUATE ODD PARTS SAND. DESIGN AND CONSTRUCTION OF ALL � \p ONNlE(/FORMS. ® C 0 -�,k',y°. 0246" R� -C_PLOTS_BUSCH4_SAMPIERI_10-8_04 PAGE 1 1 - 1 017104 2 1228 PM � 0 0 OD 6'-6 _lam— 3' II" �— 21-611 Imo— 4 4'-10" �- 4'-2' 6'-8' 0 z r N - - LU LU I I I -- l O OCC CE J J WW J C W OZ LJ : - _7" zOQW w o O d CC IL n } W � w O W W 0 o C7 z Ilnn Ir z vJ E J W LL J5" CDX PLYWOOD STRUCTURAL N2" CDX PLYWOOD STRUCTURAL X2" CDX PLYWOOD STRUCTURAL k2" CDX PLYWOOD STRUCTURAL 15" COX PLYWOOD STRUCTURAL X2" CDX PLYWOOD STRUCTURAL Y2" CDX PLYWOOD STRUCTURAL PANEL. PRE-DRILL HOLES FOR PANEL. PRE-DRILL HOLES FOR PANEL. PRE-DRILL HOLES FOR PANEL. PRE-DRILL HOLES FOR PANEL. PRE- RILL HOLES FOR PANEL. PRE-DRILL HOLES FOR PANEL. PRE-DRILL HOLES FOR #8 SCREWS @ 12" O.C. #e SCREWS @ 16" O.C. #8 SCREWS @ 16" O.C. #8 SCREWS @ 16" O.C. #8 SCREWS @ 16" O.C. #8 SCREWS @ 160 O.C. #8 SCREWS @ 12" O.C. W Q a 20 ° z a-}'zcsio° I WINDIOW 'A' WINDOW IBI WINDOW CI WINDOW DI I WINDOW EI I WINDOW FI I I WINDOW G � W°�In W� SCALE: I/2'4-0" SCALE: ��. SCALE: 1/2"-1'-0" SCALE: 1/2"-1'-0" SCALE: 1/2"-1'-O SCALE: 1/2"-1'-O" SCALE: 1/2"-1'-0" ¢ wo Fa z z a z¢0.5 a W a I/2 I -0' 30Q3t gZscno0F0w Oaz¢oaQw,�oza�Qa¢ ¢ � ow�za�o�c�i LL�Qw�J�ZRWa¢J-I-1Qa�m woIZQ- NW2Oao O 0 0w<¢>Z1<QJJmJ_afqZOwa'zzQqmmw¢OZLLO _ LLJ0°❑Zci=m A awzpp>W z5ayw���°mULL�l Z��¢Wm� C C)D2 > ° Z )3wh�O¢ "�QNO,° W¢ M<c w06zM,¢Z¢ OOLLF¢gZW�"FZ mm X 00 LW¢ZZ'L~ZS )SRZFF¢2W¢JZ ZQ aOwo��a wl- memo, ?¢ma3QQo T-10" OVERALL PF NELS 4" ® 007 I I _ _ - _ _ _ CEIF _ r Cry \.J 1 1/2"xl 1/2" I I I I I '�. O _ � - �; IIIIIIIIIIIr I, III II 11 III I IIII FASTEN DE OE ' �Q PANELS. I I ,_ W CC a' 4 I I •�'��_ -w I I I W I I N II III II I III II II III III OvH� zQQZ crrO\I Oo 7�_2: 71-211 WI SCREW DOWN INTO DECKI qG PER DETAIL,I ISI I ,I I I 00 O THIS SHEET . F r m Z LuLL DOg I W OQ 2 }W ~ O I a � > o _ a CIO -- - - - _ H --—, - - — Oo - �r ma 4' 4' — 2'-5" � oO a i w w N 02 W zOO z Y211 " CDX PLYWOOD STRUCTURAL 1''2" CDX PLYWOOD STRUCTURAL 4' w MT a o a O X2 CDX PLYWOOD STRUCTURAL -� 4' PANEL. PRE-DRILL I OLES FOR z o O a LL O PANEL. PRE-DRILL HOLES FOR PANEL. PRE-DRILL HOLES FOR #8 SCREWS @ 12" O.C. #8 SCREWS @ 12" O.C. #8 SCREWS @ 12" O. . o r DOOR I DOORS 81 11 It 12 DOOR 10 DOOR 9 1� SCALE: 1/2"4-0" SCALE: 1/2"4-0" SCALE: 1/2"-1'-0" SCALE: 1/2"4-0" • CD Cp LO 0, • 01 • 1 01 • 1 • • (D • • Lu Lu jlll00 Lu 1 < Lu TABLE I60q.1.4 WIND-BORNE CEBRI5 PROTECTION FASTENING SCHEDULE LLJ • • • If p� FOR V 00D STRUCTURAL PANELS a b c 1 I/2"PLYWOOD PANEL FASTENED [ ___ FASTENER SPACING TO SUB STRUCTURE, AS NOTED IN - FASTENER 2 FEET 4 FEET 6 FEET ELEVATIONS, I" TYPE PANEL PAN < PANEL SPAN < PANEL SPAN < PANEL SPAN < 2 FEET < 4 FEET < 6 FEES < 8 FEET 00 < " _— • • 2 #6 WOOD 161, I6" 12" q" SCREWS PROVIDE A l l/2"xl I/2" BLOCK PRE- n 2 l: #8 FASTENED TO PLYWOOD PANEL BASE Y2 CDX WOOD 16" 16" 16" 12" CE WITH 2" #8 WOOD SCREWS @ 6" O.C. PLYWOOD PANEL o #8 PRE-DRILLED SCREWS °� 0 W Z FASTENED PLYWOOD PANEL, THRU 11/2'X1 1/2' HOLE FOR 51: 1 INCH - 25.4 rim, I FOOT - 304.8 mm, I POUND - 0.454 kg, Q p E g BLOCKING, TO DECK BELOW. PRE-DRILL HOLES I MILE PER HOUR - .44M/S FOR #8 SCREWS @ "I" O.C. _ _ TYPICAL PRE-DILLED ° J O a POLE LOCATION o. THIS TABLE 15 BASE ON A MAXIMUM WIND SPEED (3 SECONDS GUST) OF 130 MPH (({Lu O WO AND MEAN ROOF HEI HT OF 33-FEET OR LESS. "„�'(E ° b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL /�.\ OpN; , w Z 0 Z m N.T.S. PANEL. <C� JPO ca- `, "' r w O Z O c. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM \I O m Q ULTIMATE WITHDRAWAL CAPACITY OF 4qO POUNDS. 1 °' 1r ❑ _TYPICAL PANEL DETAIL AT DOORS 0248�y N.T.S. � = o m g❑ N FNEW . w � o N a � Q z O Q 3 O ❑ v ❑ � o ❑ Q - "-C_PLOTS-B U SCH 4-SAM PI E R 1-10-8-04 PAGE 12 - 1 08104 2;12,28 PM m r to rn 0 0 REFER TO CONSTRUCTION PLANS FOR ALL JOIST, BEAM AND HEADER LOCATIOI o r N z REFER TO CONSTRUCTION AND DETAIL CODE COMPLIANCE NOTES W W DRAWINGS FOR ALL LUMBER SIZING AND - _ _ U1 Q FOUNDATION REINFORCING, UNLESS Y Q OTHERWISE NOTED. 1. INSULATION MATERIAL 15 TO COMPLY WITH O W W J SECTION 8320 AND IS TO HAVE A FLAME-SPREAD _ O W W CONTINUOUS RIDGE VENT, INDEX NOT TO EXCEED 25 WITH A � W m TYP. SMOKE-DEVELOPED INDEX NOT TO EXCEED 450. U) W z REFER TO SWT. A103 FOR TESTING AND ALTERNATE TEST METHODS MUST \ Q O z O ROOF PITCH NOTE COMPLY WITH ASTM E84 STANDARD. ALL / _ REFER TO TYPICAL ROOF EXPOSED INSULATION MATERIALS INSTALLED ON �- W CONSTRUCTION, THIS SHEET - - ATTIC FLOORS ARE TO HAVE A MINIMUM CRITICAL w U O m RADIANT FLUX OF 0.12 WATT/CM SQUARED. fA O 0., CC STRUCTURAL BEAM ABOVE AND BELOW - -- - --- -- - - - --- - - - _-- _ _ - - TESTING 15 TO BE CARRIED OUT AS PER ASTM (n } 'EYEBROW' TYPE ROOF E970 STANDARD. EXTERIOR INSULATION FINISH CONTINUOUS TOP PLATE. REFER TO R-3B BATT INSULATION W/ VAPOR O W Z BEYOND REFER TO SYSTEM I5 TO COMPLY WITH R703.q. SWT. A102 R A103 FOR SIZING BARRIER ELEVATIONS. MINIMUM REQUIRED R VALUE FOR EXTERIOR W (%j L O R-15 BATT INSULATION W/ VAPOR WALLS 15 RIB.) THIS VALUE IS TO BE MET BY � L BARRIER 3/4" BEAD BOARD THE 5UM OF THE R VALUES OF THE INSULATION U) W 0 z 12 MATERIALS IN ACCORDANCE WITH N1102.1.1. THE J PROVIDE ALUMINUM FLASHING _ 2X6 COLLAR TIE @ 32' O.G. 8 REFER TO TYPICAL WALL SHEATH ROOF W/ 3/4" MINIMUM REQUIRED R VALUE FOR CEILING 15 TO m BE MET IN ACCORDANCE WITH N1102.1.2. THE W WRAP OVER 2x LEDGER. CONSTRUCTION, THIS SHEET BEAD BOARD E MINIMUM REQUIRED R VALUE FOR FLOORS IS TO STRUCTURAL BEAM, REFER TO SHT. A102. EXPOSED RAFTERS ONLY. BE IN ACCORDANCE WITH N1102.1.4. THE MINIMUM PROVIDE METAL JOIST HANGERS. PROVIDE A CONT. VENT REQUIRED R VALUE FOR CELLAR WALLS IS TO N LL MATCH REAR ROOF PITCH -- - 12 _ STRIP W/ INSECT SCREEN COMPLY WITH ; '" ,rh`r.' .� 'zrz' „„ ""�'32d•.'�,- �r.,.�, --<z<..' +,- - NIl02.1.5. pzm ¢❑ z wwa¢ -¢m z m p0 BETWEEN EXPOSED a zoo 3/4"x2 1/2 ALL SIDES 4 RAFTERS. . ER-RESISTANCE SIDING ATTACHMENT CZ CEDAR LUMBER B" AND MINIMUM THICKNESS ARE TO COMPLY WITH ❑ a F} EXPOSED CEDAR RAFTER TABLE 70. 4. mo ❑ TAIL, PAINTED 3. MOISTURE VAPOR RETARDERS ARE TO BE € a z Q a x w o❑ rwn FS INSTALLED ON THE WARM-IN-WINTER SIDE OF LLw�Q�Z we a °'�OCa-w4 n _ _ - _ - - - _ - MAINTAIN CONSISTENTALL �z zZa z¢w>yy¢z 3 LIMESTONE _ LIVING _ - tl� �� - - - - - �T TOP PLATE EI AND ROOF/CEI INSULATION COMPRISING ELEMENTS FRAMED FOF THE g Q 3 z ¢?F N F <G�o z 6 o F F CEDAR SHADE - - CROWN TRIM, SEE - THROUGHOUT m ❑zap¢p¢ ¢ ¢ _ ROOM - _ - BUILDING THERMAL ENVELOPE, IN ACCORDANCE c7 w a LL w LL p w p z< ¢❑-p PERGOLA, PRIME 4 PAINT �r_� �� CULTURED _ _ - _ DETAIL #3, 801 - _ = I WITH SECTION 8322. Fzm z- OXp p ='mv z < C - _ _ _ _ _ - LINE OF BASE. , �� �� iL �rz-yxz�zm�z om ¢ o-w STONE FINISH, - (TYP. THROU HOOT g :_� 4. STRUCTURAL MEMBERS ARE NOT TO BE CUT, REFER TO -- - _ T - - _ _c- ) 1r BORED OR NOTCHED IN EXCESS OF THE z y Q f SHT. A102 T = _ - u' - S8'-23" i II_ -- - STRUCTURAL HEADER, REFER TO LIMITATIONS SPECIFIED IN FIGURE R502.B. CUTS o N a a ¢J❑ m❑¢z❑l u o w m'm w x A.F.F. �,� ORCN �'� L SHT. A102. WRAP W/ 3/4" NOTCHES AND HOLES BORED IN ENGINEERED r- a o w sa a°' 3a¢p w€m €o 1 gzZI ❑10Fm ow oLL Np m LIMESTONH TOP : 7 -102" III II CLEAR PINE, PAINT COLOR WOOD PRODUCTS ARE NOT PERMITTED UNLESS 0 o z Q w m�p o❑ Z LL o F i z m _ LLL _ PER OWNER. THE EFFECTS OF SUCH PENETRATIONS ARE IN >z o w w o w ug u w ❑ m i-z p r> m - -_ _ ¢p Fww;�wwo � aLLwg��www¢ww ISI 1 ACCORDANCE WITH R502.B.2. AND AS PER f°mo zxm¢zQ op-x m§ _ _ _ n s 1' ENGINEERED WOOD PRODUCTS MANUFACTURER ¢-�w w B w "w w www € o❑ EXISTING DE 7 p r tw_zz € oma°>Q I -_ �- RECOMMENDATIONS. STUD DRILLING AND - aawoF¢w� m�wO_ ¢mmQ3¢z¢❑ A C - R HITECTURAL COLUMN n 1 - NOTCHING ARE ALSO TO COMPLY WITH 8602.6. - 4 - - - - - - 'l _ -� REFER TO ELEVATIONS - 5. PIPING PENETRATION THROUGH FIRE-RESISTANT ---- -- g RATED WALLS FLOOR ASSEMBLIESARE TO LnEXS EXISTING C AW S AC GRADE COMPLY WITH 8B21.3. c7 rn 10 IT5HOUSE INSTALLATION RARE 1AL OR TO COMPLY DING W WITH FR�OT'.i 2. r 7. FLASHING MATERIALS ARE TO BE Y - FASTEN NEW HARDWOOD FLOORING - L� 8. CORROSION-RESISTANT AND ARE TO BE -•. W OVER EXISTING INSTALLED IN ACCORDANCE WITH R703.8, R903.2, m I , cc "NEW YORK" BLUESTONE FINISH AND R905.2.8. ~` U >Z PART OF EXISTING MASONRY FIREPLACE EXISTING FOUNDATION AND FRAMING, S. REFER TO OTHER SHEETS FOR ADDITIONAL 7 �O SECTION A-A TO BE REMOVED AS INDICATED CONTRACTOR TO VERIFY ALL TRADE NOTES. W � ZQ NOD ON SECTIONS ARE _ FINISHALL1 DIMENSIONS. G. TO COORDINATE FOR "" ' Q N JW W SCALE: I/4 I'-0' ALL FRAMING LOCATION. _ � ,- OQo TYPICAL ROOF CONSTRUCTION ® W IU-Q r - GAF 30 YEAR ARCHITECTURAL ROOF SHINGLES 0 ASPHALT ROOF SHINGLES. _ 00 0 m F- CONTINUOUS RIDGE VENT, - 30 LB. BLDG FELT TYP. - 5/8" EXTERIOR GRADE OSB SHEATHING WITH CLIPS. LL QD - 2x10 ROOF RAFTERS @ 16" O.C. F- 2x12 CONTINUOUS RIDGE - R-38 BATT INSULATION WITH VAPOR BARRIER F B zW OQ0 - 5/6" GYPSUM BOARD ON CEILINGS ¢ - w mO pyw� m" I.L 6-U) COLLAR TIES TYPICAL WALL CONSTRUCTION z � 4�" J� 5 w > ¢ G O L REFER TO TYPICAL ROOF - CEDAR-#I GRADE, PRE-PRIMED PERFECTION SHINGLE o > z ,°.a mo CONSTRUCTION, THIS SHEET @ 6" EXPOSURE F ' ¢ :o m O -- - - TYVEX HOUSE WRAP °z ¢Z N '^ Qo_ R-38 BATT INSULATION W/ VAPOR - 1/2" EXTERIOR GRADE OSB SHEATHING o z o z �J, m ws e px O BARRIER - 2'X4" STUDS @ 16" O.C. 3 a l� Z - R-15 BATT INSULATION WITH VAPOR BARRIER00 R-15 BATT INSULATION W/ VAPOR - 5/8" GYPSUM BOARD ON WALLS a J - 12 BARRIER r B REFER TYPICAL WALL CONSTRUCTION, THIS SHEET TYP. EXTERIOR WALL JOIST • D • ATTIC 0 CD • Lo g • BLOCK SOLID @MID SPAN. INTERIOR BEARING WALL, •AB P.T. SILL PBLROOCVI E SQUASH 'uT..u6 .2LUi'zg ^av[JYFF •7tTTi -- MAINTAIN CONSISTENT ANCHOR BOLT, SIZE t SPACE PER MICROLAM OR WIND LOAD DESIGN DRAWING CONV. WOOD - —' THROUGHOUT I HDR. DROPPED • DROPPED OR ILI oo B -2 3/4' n PROVIDE 'STUCCO' FINISH, • F F. 'PROPOSED PROPOSED TEXTURE AS SELECTED BY '� • LAUNDRY ROOM LI OFFICE OWNER. JOISTLu • FINISHED FLOOR OVER ENGINEERED FLOOR JOIST Lu • 3/4" SUBFLOOR, GLUED r ENGINEERED FLOOR JOISTS LJ I ' ANC SCREWED. PRBI.OVIDE SQUASH (1) #8 OR (2) #4 REBAR @ CKS 16' O.C. TOP THREE COURSES - -- II ICROLAM HDR. OR GONV. GRADE WOOD HDR.FLUSH SQUASH BLOCK, TYP. I W/GALV. JOIST L I�� II P.T. LUMBER FLUSH' AC h STRUCTURAL BEAM G HANGERS EACH FJ. Lu u PROPOSED A7o1 • I� � I I �1 "- "-C PLOTS BUSCH4 SAMPIERI 10 8 04 PACE 1 3 - 1 017104 2 12 28 PM WRAP ALUMINIUM FLASHING BEHIND EXISTING NEW ENGINEERED FLOOR JOISTS V d" I" CANT STRIP DECK STRUCTURE 0 DOOR OPENING. O O FLUSH PROVIDE I" DEEP REGLET @EXISTING MASONARY. itl r 2' NEW HARDWOOD FLOORING NEW/EXI5TING DECKING, REFER TO ❑ p DEMOLITION 4 CONSTRUCTION PLANS. 2X-4-ROOF RA - _ FR 6" O.C. EXISTING 3/4" HARDWOOD FLOOR EXISTING DECK _ TEP 1 O r , ' STRUCTURE TO-REMAIN -- -- - -- �, INC FRAMING. O EXISTING FLOOR JOISTS — z r N - — OVERLAP NEW 3/4' SUBFLOOR ONTO OVER BASE SHEET. ^, � I vV(,1 P, �r EXISTING, NEW MINIMUM TORCHDOWN BITIMINOUS ROOFING I I EXISTING FLOOR JOISTS. W W R-19 BATT INSULATION - - - BLOCK OUT FOR FLUSH CEILING CONDITION. U 0 SEE EDGE FLASHING DETAIL. - - _ _ z Y w a NEW P.T. SILL TO EXISTING FRAMING --'— - -- (2) 2X10 P.T. HEADER, FASTEN TO EXISTING W J LU GRADE - - - --- - MASONARYW/ ('2) 1/2" GALV. THRU BOLTS TO O >U W W PROVIDE (2) ANCHOR BOLT5,THIS WALL ONLY, SLOPE ---- CRAWLSPACE AREA. PROVIDE 1 1/2" GALV. WASHERS. > W z IU -C-III I- 2X P.T. TOP PLATE ANCHORED U _-_ _--- SPACE 1 SIZE PERWIND LOAD DESIGN DRAWINGS W/ 1/2" ANCHOR BOLTS 0 48" O.C. - -- -- EXI TING MASONARY WALL BEYOND,CONTRACTOR TO \ 0 0 z (2) #4 REBAR P TOP BOND BEAM, CONTINUOUS. III f---- - -- -- I� VE IFY FOOTING DEPTH AND UNDERPIN AS REQUIRED. / �- W (� U (2) #4 REBAR 0 TOP BOND UNDER PINNING NOTE: .C) U 2 W o- _ c) I. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNDER EXISTING I- COURSES V.I.F. 8" MA50NRY UNITS W/ HORIZONTAL P RY H RING XI TING WALLS N lr R BEAM CONTINUOUS. o- U PRIOR TO EXCU A ION 07 I- O COURSE. V T REINFORCEMENT EVERY OTHER R E. 2. DRILL < DOWEL #5 REBAR (i 16 OC. VERTICALLY THROUGH EXISTING FOOTING. CJ) ❑ PROVIDE WATERPROOFING BELOW GRADE. (I) #8 OR (2) #4 REBAR O I6" O.C., PROVIDE (2) tt5 REBAR HORIZONTAL AND VERTICAL P 12" O.C. IN NEW FOOTING. W � Q O CE z FILL CELL SOLID W/ MORTAR. B. CONTRACTOR TO VERIFY FOOOTING IS SET ON VIRGIN SOIL. (1) #B OR (2) #4 REBAR P 16" O.C., D U) j U FILL CELL SOLID W/ MORTAR. NEW CONCRETE BEYOND. ('} 12 COURSES, 8' MASONRY UNITS W/ co �j C3 4", 3000 P5I P.C. SLAB W/ W.W.M. OVER HORIZONTAL REINFORCEMENT EVERY -- - -- - V7" '-10" ❑ Z OTHER COURSE. PROVIDE WATERPROOFING -- J VAPOR BARRIER OVER 6" COMPACTED BASE. DRILL t DOWEL 12"X I/2" REBAR ® 12" O.C. — m n BELOW GRADE. IZ15 LL1/2 EXPANSION MATERIAL.. PROVIDE WATERPROOF SEALANT, ING,,,. FURRING 4 5/B" GWB. _„��� EXISTING SLAB, CUT AS INDICATED. Q s 3000 P51 FOOTING REBAR TO INSIDE FACE OF WALL - zo o '�?'�{� y 3000 PSI P.C. FOOTING MATCH - ;s s i_ , o o z a z o o 6' PERFORATED PIPE IN GRAVEL BED, FILL CELL SOLID W/ PROPOSED BASEMENT ELEVATION r r - - 4 (I) #4 REBAR P STEP NOSING. z z y F w o O S a�m¢ s -, COVER W/ SILT MEMBRANE. MORTAR P REBAR (TYP.). .�, a w F y ¢ ¢ w m F r m p a p€O d n 3000 PSI P.C. STEPS UP TO EXISTING SLAB. pl¢-�¢mz U¢ �a� I�oU�jPROVIDE WOR. REINFORCING „ X51 - ; F ; , S_z ?,Ir; it Gs_�,, '�e-� LL¢zQ9 zww- J¢ zoc 5&FITZ 6 PERFORATED PIPE IN GRAVEL / w p G7 z t Tz za z ¢w>y y¢z (2) #5 REBAR, CONTINUOUS. EVERY OTHER COURSE - - 3000 PSI P.C. SLAB WITH WWM OVER VAPOR 3 z¢3 t w m mp o o w O m z a p a m w_ I'-4" BASEMENT BED, COVER W/ SILT MEMBRANE. BARRIER OVER 6" COMPACTED BASE. g m o Z¢ ¢OW �w OQ c w�p�00 0¢c (2) #5 REBAR, CONTINUOUS. LL�zzwiz LLozy~z U��¢zo�wi o¢,�w -�o_ BASEMENT WALL DETAIL #IA HIGH BITUMEN �Hwo�awiz ���3Q¢ooimFOU BASEMENT WALL DETAIL #I Offl000mog Z0<00JZ��J� m�a�owz�N�wSa ' SCALE: 1/2 -�- 0 - _- _ -----_- ROOF MEMBRANE ozzdw0€W� Ow gpOz�W>3m > O.w ❑w J O wJww w SCALE: 1/2'-1'-0' „� _ „ 3zorp m wgwmLL worm MODIFIED BITUMEN apUz M l QZNO¢LLw aw w m�zp EDGE PLY -m�cT�w�c�w LLpw w�r � ��p0> BACKFILL tw-zzxp, y azh zz¢ _ aowOl_<WIE �m z- m 3¢¢❑ TYPICAL BASEMENT Lo FOUNDATION WALL REINFORCING ® rn SSEALANT _ SCALE: NTS W EL MODIFIED BITUMEN U OZ BASE PLY TYP. INT. CROWN H.R.M. wO IHR 706, OR EQUAL ' � W Z� METAL ROOF EDGE, Lj J r I I/4'X I I/4' CLR. PINE COVE PRIME 4 SET UQN IN MASTIC U❑ O IX4 CLR. PINEEq =z tb 2X FRIEZE BOARD ® W�/ 0Q r SOLID CROWN, BY CONSOLIDATED 3/8" BEADED BOARD EDGE FLASHING DETAIL IJP vzo LUMBER # WP 211 OR EQUAL SCALE: 3" 1'-O" F- O IX6 CLR, PINE FACIA ❑❑ � 0w = W o° U 1X5 CLEAR PINE - Q a ^ }W „ payer mm OL FACIA BOARD UOUS " 1/2 PLY BENEATH w m w m L.L W� PROVIDE CONTINUOUS 2 GAP 9 , w TYP. zw y ww WO 3/B BEAD) BOARD W/ SQUARE //�p1 -o z a CUT, EACH SIDE AND PRIME. LUo- 0o y ° ° COO 2" zpao �`� ` > Oaiw w'n mLL zo ❑ z 1 1/4"X 1 1/4" CLEAR _ TYP. INT. BASE z 0 7� o Q D PINE COVE H.R.M. HR 110 3/4" H.R.M. FLATSTOCK FLASHING COPPER a LLCO CONTINUOUS BLACK INSECT 3 _ --- -- o 3SCREEN. PAINT BOTTOM CLEAR PINE OF 2X4 BLACK, TYP. TOPOP SILL 1X3 CLEAR PINE I I X I CLEAR FLATSTOCK PINE COVE • • 10 u - CD CD Lo I 1/2"X I I/2 H.R.M. DOVE - • • 5/4"X 5 1/2" CLEAR n 3/4"X 4" H.R.M, FLATSTOCK PINE FLATSTOCK 1 1/2 PLY BENEATH TYP --- - 1/2" H.R.M. FLATSTOCK WINDOW HEAD SECTION DETAIL #2 SECTION DETAIL #3 • SCALE: Ixa'-0" - - „- „ 1 • • / • • Lu ❑ 00 • Lu INTERIOR EXTERIOR Lu EXTERIOR CASING 3/4" X 4 I/2 CLEAR PINE FLATSTOCK �` 1 WINDOW DOOR 5/4' CLEAR PINE BACK BAND Lu TYP. INT. GROWNJ 1 H.R.M. HR 706, OR Lu 0 10 • _ - _ - EQUAL 1 �� - MIRROR _ TTILE AT UB/SHOWER TYPICAL INTERIOR SILL MED CAB DETAIL, 1x4 APRON co INTERIOR CASING N.R.M. BACK BAND PROVIDED SURROUND .• . BY OWNER — -- - - ■ . Ll- WINDOW # DOOR GYP BD. - 11/2" CLEAR PINE SILL, •• '• H.R.M. 3/4"X 3" CASING W/ BEAD PAINT FASTEN BENEATH TYP. INT. CHAIR RAIL H.R.M. HR 506 WINDOW JAMBk" BEADBOARD -- - - - - - -- - ---- - ---- ,_ -, o WAINSCOTT AT ALL TRIM NOTES: UNTILED WALLS, II Ii T' ! w o I. WHERE EXTERIOR TRIM IS CALLED OUT AS "CLEAR PINE",FINGERJOINT PRE-PRIMED TO BE PRIMED AND III III I' - _ SECTION DETAIL #t} Q z (� TRIM MAY BE SUBSTITUTED IF AVAILABLE IN PROFILE AND SIZE A5 NOTED. CONTRACTOR PAINTED. I hi _ u -- - ❑ w O J PLAN DETAIL #5 --- SCALE: 1 -1 -o" TO FIELD PRIME ALL CUTS AND EXPOSED EDGES. III 2. ALL INTERIOR TRIM TO BE H.R.M. (HUDSON RIVER MILLS) OR EQUAL. - 3' F III —I'II,I _ _. SCALE: I"•1'-0" B. CONTRACTOR TO PROVIDE FIELD MOCK-UP OF ALL APPROVED TYPICAL TRIM SYSTEMS TYP. INT. BASE - FOR THE OWNER REVIEW AND APPROVAL. H.R.M. HR 110 '11'11 II \��EREDpAc ' , Z LL O 4. ALL TRIM SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER. 6 I Idyl, III' I I �C7 OANIt:[[ 'y/f w p 5. EXTERIOR TRIM SHALL BE APPLIED TO ALL FOUR ELEVATIONS. a 6, INTERIOR CROWN, SILL, BASE 4 CASING SHALL BE APPLIED TO ALL DOORS, WINDOWS - _ oQ N G O Q AND ROOMS THROUGHOUT THE RESIDENCE. 1 N ¢ ❑ 7. BATHROOM ELEVATION REPRESENTS TYPICAL FINISH TO BE APPLIED TO ALL INTERIOR WALLS OF NEW BATHROOMS. 8. CONTRACTOR SHALL CLARIFY ANY DISCREPANCY IN TRIM SYSTEM OR FINISH LOCATION TYPICAL BATHROOM FINISHES #6 PRIOR TO BID SUBMISSION. -- --- ---- -- - - - - SCALE I/2"�I'-0" COF=EO O Q Z o Z O Q S D m o r�uio ��o�.n4 aHlaif l�� i I � b -4 O O O WIND LOAD DESIGN CRITERA AND CONSTRUCTION NOTES: ro o 0 ° o o O I. ALL WORK SHALL BE IN CONFORMANCE WITH THE 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, RESIDENTIAL CODE OF NEW YORK STATE, SECTION 3.3A, 3.4 AND 3.7 OF THE Igg5 EDITION OF WOOD FRAME O R301.2.1.1, AND FIGURE R301.(4) CONSTRUCTION MANUEL (WFCM). z r (V 2. ALL WIND LOAD DESIGN CRITERIA AND 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO OOF RAFTER CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH WFCM, PERSCRIPTIVE DESIGN, CHAPTERS. AMERICAN FOREST AND PAPER ASSOCIATION (AFl - ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM W W WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND SECTIONS 3.1.3.2 4 3.3 BLOCKING U) O U) TWO FAMILY DWELLINGS (WFCM) AND THE MINIMUM - ALL WALL SYSTEMS SHALL CONFORM TO WFCMz Y Q Q DESIGN LOADS FOR BUILDINGS AND OTHER SECTIONS 3.1.3.3 3.4 ALL ROOF SYSTEMS SHALL CONFORM TO WFCM LU LU O w EL STRUCTURES (ASCE 7), _O S. IN REFERENCE TO THE ASCE STANDARDS (4 WFCM): SECTIONS 3.1.3.4 AND 3.5 �: CE ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION U) z - PER SECTION 6.5.4. WIND SPEED � 120 MPH CLL - PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER 3.2 \ O O z O BUILDING CATEGORY 11) - 1.00. 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND RAKE END OUTLOOKER-(I) SIMPSON - PER SECTION 6.5.6. EXPOSURE CATEGORY IS 'B' FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH STRONG TIE CONNECTOR H2.5A, WITH W -' 6- U O 4. MEAN ROOF HEIGHT OF PROJECT 15 LESS THAN DOUGLAS FIR LUMBER. (5) 8d FASTENED TO OUTLOOKER ANDCc O O C- D 31 ABOVE GRADE AND IS IN COMPLIANCE WITH S. THE CONNECTION DETAILS PROVIDED ON THE 5) Sd FASTENED TO TOP PLATES. USE O 0- -- WFCM ENGINEERING DE51GN LIMITATIONS, SECTION ARCHITECTS DRAWSAME DRAWINGS PROVIDE FOR A CONTINUOUS LOADN � CONNECTORS AT GARAGE, 2.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. PER ASCE PATH CONNECTION AS PER THE LOAD VALVES AND U] ° (n EL° W z NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE 7, FIGURE 6-2, BUILDING HEIGHT AND EXPOSURE O ADJUSTMENT FACTOR A - I.O. CONNECTORS. REFER TO MANUFACTURER FOR W COMPLETE INSTALLATION REQUIREMENTS � J) yrj U FOR TH15 RESIDENCE: U) Ly C) Z PRIMARY ROOF RAFTERS, STUDS AND JOISTS ARE SPACED AT 16" O.C. — m LL ROOF SPAN(S): W MAIN RESIDENCE: +/- 36' ( ) Sd COMMON NAILS p EACH END OF PORCH: +/- 5' I I °x20 GA. STRAP AT EACH RAFTER. w m¢ -wz ¢}'=zE MEAN ROOF HEIGHT(S): w z a o zz o z MAIN RESIDENCE: +/- 14'-4" (WALL HEIGHT +/- 5'-3") j�, ��I, m' oa aa ww w� mw' ' mawSwoO"="o ¢Q - Ow a DESIGN LOADS/CONNECTIONS REQUIRED * (ALL IN LBs.) �� 303 z-=�OOo� Oaz'azaoF gra Yz0<0F 111QF QUQO ° ROOF ASSEMBLY TO WALL ASSEMBLY TO WALL ASSEMBLY TO WALL ASSEMBLY TO I ' GABLE RAKE END ZO°¢�°ao6 m.0 ow zN¢aww WALL ASSEMBLY WALL ASSEMBLY FLOOR ASSEMBLY SILLPLATE/FOUNDATION OOF/ATTIC 1 zm_ D o o -m'¢ LL_3F (TABLE 9.3) (TABLE 9.3) (TABLE 3,3) (TABLE 9.2) "-F Z ZZ m Z'�Z m Z U U Q m w m U L S L 5 U L 5 U L S II Om.7'�Qm��zFmogc7 omz M. m~a I SIMPSON STRONG TIE CONNECTOR H2.5A Ili D m 0 z ¢ F m w w z o m 5 m U C ) aa3z¢ajo mmz FOOwmm x 506*** 151 224*** _ _ 440+«+F• 188 224 313 !be/ft 6BI Ibs/F WITH (5) 8d FASTENED TO RAFTER AND (5) il, szow oo�"a3wo w�ywo��w o-M PER TABLE Bd FASTENED TO TCP PLATES. USE SAME ___ p a ¢J m p-z m o z o I STORY (355) (160) _ (308) (160) (21q Iba/ft) 3.2A CONNECTOR p GABA E. 5z 0 w w a Cw w� �woow��www4wo RESIDENCE SEE NAILING SEE AILI G ___ Nmoz w¢zmoo" a0yw m2zo CALLOUTS _ CALLOUTS ¢"'c��ww�w LLww�w w €�oog SHEET A.q SHEET AA ' F ZZ t wO wOFFQw� m1=y0_ ¢m Pd3¢¢� 264 264 ENTRY (185) (185) PORCH 2,Ogl N/A N/A - - - N/A N/A N/A 2,Ogl N/A N/A ; Lo *** (1,464) (1,464) ® co ***x PER PER ( ) _ 0) 5 8d COMMON NAILS p EACH END OF I�"x2090 Q� TRAP AT EACH STUD, FOR UPLIFT FORCES COLUMN COLUMN 'I 1 (5) Sd COMMON NAILS p EACH END OF I�j"xS ONLY. W r II STRAP AT EACH ST D, FOR UPLIFT FORCES ONLY. Y ONLY. ;Irz U - CONNECTOR UPLIFT LOAD (p16" O.C.) I -- y ( ` 7 WO L - CONNECTOR LATERAL LOAD (p 16" O.G.) OUTLOOKER DETAIL ,I, \ W Z� S - CONNECTOR SHEAR LOAD (p16" O.C.) ip''S'? * - REFER TO ALL DETAILS THIS SHEET N.T.S. .ILU +* - PER FOOTNOTE #3, TABLE 3.3, ALLOWABLE REDUCTION TAKEN FOR FULL WALL . ;I Y -a .+"' D J r ABOVE n O° O AB - PER FOOTNOTE u4, TABLE 3.3, ALLOWABLE REDUCTION TAKEN FOR MEAN ROOF p w- HEIGHT LESS THAN 15' = 00 ll PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE ® W ozQ r MINIMAL DUE TO OPEN WALL STRUCTURE.(xxx) - UNIT CONNECTION LOAD FOR FRAMING NOT WITHIN W-O" OF CORNERS. 00 0 Fr NOTE: CONNECTIONS TO BE °° - PROVIDED 0 CORNER AND z w I 1 AT EACH FRAMING MEMBER. F w z W OQ � O a a>a W0 co ¢ ta M a >-W (5) 5d COMMON NAILS 0 EACH END OF I"j"x2090 w W O TRAP AT EACH STUD, FOR UPLIFT FORCESo ? ^^ G WW o ONLY. a > m m Q O -- o <rzm w wN //� <0 w1 o� a V, O ZO �a x¢ 3 a00 LL r j, (RAFTER TO STUD) o PROVIDE (2) I6d COMMON NAILS p 6" O.C. TO —FASTEN ENDWALL CORNER STUD TO SIDEWALL CORNER STUD HOLD DOWN ASSEMBLY. F—1—P,5—T--F—L-0--0-R`I SIMPSOM STRONG TIE PI SHEARWALL HOLD • • • • u DOWN TO RESIST O ERTURNING FORCES. • • • PROVIDE WITH (1) 5l THREADED ROD • EMBEDDED INTO CONCRETE FOUNDATION 12", 1 MINIMUM. REFER TO ANUFACTURER FOR COMPLETE INSTALLATION REQUIREMENTS. SEE • OVERTURNING COI DIAGRAM, SHEET AC102 FOR LOCATIONS. (5) 8d COMMON NAILS p EACH END OF I "x20 a STRAP AT EACH STUD, FOR UPLIFT FORT PROVIDE SIMPSON S" RONG TIE CNW COUPLER ONLY. • NUT. REFER TO MANUFACTURER FOR COMPLETE AT GARAGE USE (4) 8d COMMON NAILS p EACH \ \ INSTALLATION REQUIREMENTS END OF IFj"x2090 STRAP AT EACH STUD, FOR • • 16ft. OPENING-(6) IOd COMMON NAILS p EACH UPLIFT FORCES ONLY. 1 • • END OF Ij"x2090 STRAP p EACH SIDE, FOR 1 • • UPLIFT FORCES ONLY, REFER TO WFCM SBC _- (PLATE TO STUD) TABLES 3.5 t 6. PROVIDE (2) TWO STRAPS (4) Bd COMMON NAIL 0 EACH END OF Ij"x2090 00 • EACH SIDE. �, I STRAP AT EACH STLD. _ 3FT. OPENING-(4) Sd COMMON NAILS p EACH 7LLJ END OF 1j"x2090 STRAP p EACH SIDE, FOR � � FOUNDATION UPLIFT FORCES ONLY, REFER TO WFCM 5BC 1' TABLES 3.5 4 6. '1 SIMPSON STRONG TIE LTP-4 CONNECTOR R ES 1 PROVIDE (2) I6d FROM TOP PLATE TO Il �� �I O.C. TO RESIST UPLIFT AND LATERAL FORCES. (4) Sd COMMON NAILS p EACH END OF 1�"x2090 HEADER p IR O.C. TO RESIST LATERAL i� REFER TO MANUFACTURER FOR COMPLETE STRAP AT EACH STUD, FOR UPLIFT FORCES LLJ FORCES, PER WFCM SEC TABLES 3.5 4 6. INSTALLATION REQUIF EMENTS. AT GARAGE NOT • (4) Sd COMMON NAILS p EACH END OF 1#"x20ga REQUIRED, NLY. 1 • • STRAP AT 16" O.C., FOR UPLIFT FORCES ONLY. AT GARAGE USE (3) 8d COMMON NAILS 0 EACH 3" SQUARE WASHER END OF Ij"x2090 STRAP AT 16" O.C., FOR UPLIFT , • FORCES ONLY. 5/8" ANCHOR BOLTS 72" O.G. AND 1'-0" FROM SIMI-SON STRONG TIE LSP-4 CONNECTOR p 16" • Co FOUR JACK STUD, REFER TO NAILING EVERY WALL OPENING , CORNER AND SILL PLATE O.C. TO RESIST UPLIFT AND LATERAL FORCES. 'I SCHEDULE, TABLE 3.2, THIS SHEET. END. REFER TO MANUFACTURER FOR COMPLETE Ili INSTALLATION REQUIREMENTS. AT GARAGE NOT 1 II II 1 REQUIRED. TOP PLATEED/{A ` m �I (STUD TO FLOOR) %�� �pNIE(( Cti/TX F o Q '- Q z 2X HEADER, REFER TO PLANS FOR SIZING. REFER TO FOUNDATION o� m� _ ❑ wO C7 EFER TO, ADDITIONAL LATERAL AND SHEAR AND ANCHOR BOLT L I ° U) NAILING REQUIREMENTS. DETAILS THIS SHEET. 11 w F z W° 'O-* y0� 0245 Q� Z STRUCTURAL CONNECTIONS FOR CONTINUOUS LOAD PATHF °c NE Wy� ` Q m a o DEADER STRAPPING DETAIL (lfoft. OPENING) TO RESIST WIND LOADS (UPLIFT 4 OVERTURNING) TYPICAL GABLE NALL CONNECTIONS OU N.T.S. N.T.S. N.T.S. Cc❑ O l o_ I IJbl.H 4_,F:,ra PI EH I_ 10-i;_1J=I FAfa E I FI I -' I -' _S PH WIND LOAD DESIGN CRITERA AND CONSTRUCTION NOTES: 0 0 m I. ALL WORK SHALL BE IN CONFORMANCE WITH THE 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, p i3i O RESIDENTIAL CODE OF NEW YORK STATE, SECTION 3.3A, 3.4 AND 3.7 OF THE Igg5 EDITION OF WOOD FRAME 0 RSO1.2.1.1, AND FIGURE R301.(4) CONSTRUCTION MANUEL (WFCM). r 2. ALL WIND LOAD DESIGN CRITERIA AND 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO (1) SIMPSON STRONGTIE CONNECTOR H2.SA R U r N CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH WFCM, PERSCRIPTIVE DESIGN, CHAPTER 3. 16" O.C.. EACH WITH (5) 81) FASTENED TO z AMERICAN FOREST AND PAPER A550CIATION (AF4PA) - ALL FLOOR SYSTEMS SHALL CONFORM TO WFCMDECK JOIST AND (5) ED FASTENED TO WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND SECTIONS 3.1.3.2 4 3,3 r• DECK HEADER. TWO FAMILY DWELLINGS (WFCM) AND THE MINIMUM - ALL WALL SYSTEMS SHALL CONFORM TO WFCMDESIGN LOADS FOR ROOF 5HEATHING-4' PERIMETER: " <� ' W QW STRUCTURES (AS EB)LDINGS AND OTHER SECTIONS ALL ROOF I SYSTEMS SHALL CONFORM TO WFCM Bd COMMON EDGES 4 NAILS ILO.C. 12" O.C. AT INTERMEDIATE AFR'ZIII �I. 7� Y Q I.LI 3, IN REFERENCE TO THE ASCE STANDARDS (4 WFCM): SECTIONS 3.1.3.4 AND 3.5 F,p <4 F,Q �I Z W W J - PER SECTION 6.5.4. WIND SPEED - 120 MPH - ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION SUPPORTS IN THE PANEL FIELD. b,�,r+y4, O 0 J W - PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER 3.2 i n r�9( c c ¢ W BUILDING CATEGORY II) - 1.00. 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND r I q� Z FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH r ' C W - PER SECTION 6.5.6. EXPOSURE CATEGORY 15 'B'. r '� \ O O z O 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN DOUGLAS FIR LUMBER. ��� / _ 33'-0" ABOVE GRADE AND IS IN COMPLIANCE WITH B. THE CONNECTION DETAILS PROVIDED ON THE ROOF SHEATHING-INTERIOR ZONE: 0 i 1 O 0 ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD Bd COMMON NAILS 8 6" O.C. AT PANEL � NEW ROOF '� U O CEI c � WFCM ENGINEERING DESIGN LIMITATIONS, SECTION PATH CONNECTION AS PER THE LOAD VALVES AND EDGES 4 12' O.C. AT INTERMEDIATE ' rr W 0 d !r 2.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. PER ASCE NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE SUPPORTS IN THE PANEL FIELD. i / 7, FIGURE 6-2, BUILDING HEIGHT AND EXPOSURE SISON (n CONNECTORS. a > r ADJUSTMENT FACTOR A - I.O. J o ° (n pp W Z ° ° ° (I) SIMPSON STRONG TIE MODEL # BCS 2-3'G W WQ O FOR THIS RESIDENCE: WALL SHEATHING-4' EDGE ZONE: ^ i r r `� W/ (12) 16d FASTENED TO THE BEAM AND (6) U) F PRIMARY ROOF RAFTERS, STUDS AND JOISTS ARE SPACED AT 8d COMMON NAILS 0 G" O.G. AT PANEL j i j 1 16d FASTENED TO THE POST. > 0 16' O.C. EDGES 4 12" O.G. AT INTERMEDIATE I ROOF SPI SUPPORTS IN THE PANEL FIELD, PER r 1 (f) W pj z MAIN RESIDENCE: +/- 36' WFCM SBC TABLE 3.q. j J r ! W LL PORCH: +/- 5 WALL WALL SHEATHING-INTERIOR ZONE. b MEAN ROOF HEIGHT(5): 8d COMMON NAILS P 6" O.C. AT PANEL w¢ w MAIN RESIDENCE: +/- 14'-4" (WALL HEIGHT +/- W-3") EDGES 4 12" O.G. AT INTERMEDIATE i. it I I o ° z a J zIf o O€ SUPPORTS IN THE PANEL FIELD. „A ��� \ 1 POLLON COLUMN UPLIFT CONNECTION z � ¢� ° w¢� wo0Fzaw>m0 DESIGN LOADS/CONNECTIONS REQUIRED + (ALL IN LBS.) F SCALE: 1 1/2"-1'-0" OI- amzo � ra�' xwoo�xrn ROOF SHEATHING-GABLE ENDWALL F e ¢ m 0 o ROOF ASSEMBLY TO WALL ASSEMBLY TO WALL A55EMBLY TO WALL ASSEMBLY TO RAKE R >}A - ��O3wZ rpmow Oaz¢mam . WALL ASSEMBLY WALL ASSEMBLY FLOOR ASSEMBLY SILLPLATE/FOUNDATION Bd COMMON NAILS ® 4" O.C. AT PANEL h gzd>z�O2FFFx FI-.,ozoo F (TABLE 3.3) (THELE 3.3) (TABLE 3.3) (TABLE 3.2) o o z a EDGES 4 4" O.C. AT INTERMEDIATE q< � � w o a O¢ ¢¢LL Ow ¢°¢<o m o U L 5 U L S U L 5 U L 5 SUPPORTS IN THE PANEL FIELD. LL F Z?y z x - a g o�'w- 506*** 188*** 224*** _ _ 440*** 188 z¢��za � >x_� wwmr¢ 224 313Ibs/Ft 681 lbs/f SIdEATNING DIAGRAM Cm<< ZZ lw =ao_ ar� w �w€m I STORY (355) (160) _ (308) (160) (21q lbs/ft) PE 32ABLE / \ oa Alo�a w Qz000�zmo owmlmom m¢¢3z�¢�o omz mO RESIDENCE SEE NAILING SEE HILI G N.T.5, Jz01- Lmz< Wwm3a 0,= M m \ / > O w m�o WW JF VO gq J Z OF-Y OOZ¢,OF-Q' OOO¢Zw OF-rwZ�m CALLOUTS _ CE NAILIS SHEET A.q SHEET A.q 264 264 - 6"x6" P.T. POST AT FOOTING. U z w y¢z¢ o p"--w�-z w w w m g z o ENTRY 0185) (185) NOTE: 3 PORCH 2,Oql N/A N/A - - - N/A N/A N/A 2,Oql N/A N/A 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE ~\ / / C w z z i zr S"w n z Ci¢o o > a02AOl-¢wl- m �mo> z¢m Q3¢a¢p *** (1,464) (1,464) IN CONFORMANCE WITH WFCM TABLE 3.IIA. 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE Lo **** PER PER IN CONFORMANCE WITH WFCM TABLES 3.I0A 4 3.105. COLUMNED cl) COLUMN COLUMN B. ALL ROOF AND WALL SHEATHING NAILING SHALL SE w`t IN COMPLIANCE WITH WFCM TABLE 3.8 AND TABLE 3A Y RESPECTIVELY. _ SIMPSOM STRONG TIE MODEL #C5SQ44-SD52 W U - CONNECTOR UPLIFT LOAD (P16" O.C,) W/ (14)-SDS IIIEACH SIDE TO POST AND PROVIDE FULL DEPTH EMBEDDMENT v' ` O W L - CONNECTOR LATERAL LOAD (0 16" O.C.) PROVIDE 2" MINIMUM CONCRETE >Z S - CONNECTOR SHEAR LOAD (P16" O.C.) SIDE COVER TO PRONGS. �" z 3:0 * - REFER TO ALL DETAILS THIS SHEET / \ r w1-- P F ** - PER FOOTNOTE #3, TABLE 3,3, ALLOWABLE REDUCTION TAKEN FOR FULL WALL '��'!, ` _ W ZEL ABCVE 12" DEEP HAUNCH POURED CONCRETE, „i - Q W *** - PER FOOTNOTE #4, TABLE 3.3, ALLOWABLE REDUCTION TAKEN FOR MEAN ROOF \ / 3,000 P51 MIN. DEPTH TO BE 3'-O", �� N HEIGHT LESS THAN 15' \ / MIN, BELOW GRADE. '1J OQ o ****- PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE MINIMAL DUE TO OPEN WALL STRUCTURE. - °a (xxx) - UNIT CONNECTION LOAD FOR FRAMING NOT WITHIN 8'-0" OF CORNERS. I ® oz t JJ I LL 000 c m F pprb omwn W OQU z ¢ Q� _ W0 U) >W omr� mw CE(1) zwQz Nw C WO o >o na C Wd WO >� oZwzco <0- carom Ox O 30 �< as co CT TO RR (4) IOD COMMON AT EACH TIE (FACE NAILED). I - I LI F _ IIFF llII TIL --�[ p���p • ) • TOP PLATE (2 IOP PER F MACHO LAP (FACE NAILED) ILIdL=4dl-J-,11 �IJI II_�,�_ -ADDITION a PROPOSED; r • • (II) IGD COMMON AT • • (> TOP PLATE - '� II a II II II W _LI_�II_--� 1 OOT L __ 1 INTERSECTIONS - (4) IGD EACH II II II II p II III '11 BIDE. TOP/BOTTOM PLATE II00 1 II II n IL TO STUD (2) I&D PER 1!I� " I. u_1_1!11,,,III J I AT FIRST FLOOR __ _ _ - _I" t• 'LSJII*JAT�Y4LS1£+S� r "+"FLY�J.'h, _ _ 2x4 9TUD� (END NAILED). - - -- -^ I:> • ' f MIPNIIMALFrSHEAR AND LATERALR I�il� IIL li Iklll II- fes 1 • • II -=rr CF 1 II II ¢ u 111111 II III 1 11 11 • • HEAD ERS - 16D ! 16 II II a II a II lu = T O.C. ALONG EDGES -- �,1LILII p. 1 1�IIL 1 NEByla (FA E NAILED FORCE S ATTRIBUTED TO OPEN �DUE TO �Uq'II1„ I BRIDGING O BLOCKING FO E O CI4 h WALL STRUCTURE. _—�- -� �p 'qI1 ! - TO WALL F AMING (2) � _ I= II 16 • AI O.C. Cn (FAC NAILED). '. L--- - - `-� BOTTOM (PLATE TO I I{! _ FLOOR SYSTEMFOOT. (2) I&DNAI PER (FOOT, (FACE NAILED-F LOO 4 _ 1 SECOND FLOOR) Lu - - - __ - - —- -- - GRADE ".�' ��� �� I: SII I1 • • 'L- 1 -I -` J 1 • BAND JOIST TO SILL _ 1 OR TOP PILOTS (2) 16D • 12" O.C. IL_ � _- -_- _ 1 _ �� " (TOE NAILED). �Ik II 1 , -`<-PP - ADDITION o- __J I ' r Ir 11 • L, • •• _ � _ �---------- ��� _ III I _ Lj- IFI v - - w w PROPOSED o 11TII1� a QZ AT FIRST FLOOR AT FIRST FLOOR ��� '((G A9L+� ❑ C I STORY RESIDENCE c,5 pPNIE(( Yi> o °z W (LATERAL 4 SHEAR NAILING REQUIREMENTS) LATERIL AL AND SHEAR CONNECTOR l (PER WFCM, CHAPTER 3, A9 APPLICABLE TO SPECIFIC RESIDENCE) N OVERTURNING �r yo / Q ❑ \� �O� 0245 Q, OF NFNN ❑ N CONNECTORS LOCATION DIAGRAM z W m o C<) Ya z z O -�, r'Lulo GJSC,N4 oAhIPILhI_IU_i_U-II-i4vE1 � - 101%iu42122oFM MECHANICAL AND POWER LEGEND 0 0 NEW EXTERIOR DUPLEX ELECTRIC N RECEPTACLE WITH WEATHER TIGHT CEILING MOUNTED SMOKE DETECTOR, ❑ O O CEILING FAN/ IGHT 100 WATT ALLOWANCE ENCLOSURE < COVER, SURFACE MOUNTED TO WITH BATTERY BACKUP, SUPPLIED BY WALL AT 15" A.F.F. TO CENTERLINE U.O.N. ❑5 CONTRACTOR. ELECTRICAL CONTRACTOR - - TO PROVIDE 'HARD WIRED' Z _ CONNECTION,TYP. OF ALL. HALO 1404-45 (OR EQUAL) RECESSED WALL MOUNTED CARBON MONOXIDE LIGHT 100 W TT, CEILING MOUNTED x © DETECTOR, WITH BATTERY BACKUP, W FIXTURE (� NEW DUPLEX ELECTRIC RECEPTACLE, SUPPLIED BY CONTRACTOR. ELECTRICAL W SURFACE MOUNTED TO WALL AT 15" A.F.F. CONTRACTOR TO PROVIDE 'HARD WIRED' Z QQ TO CENTERLINE U.O.N. CONNECTION,TYP. OF ALL. MOUNT PER I W Lu J SURFACE MOU TED LIGHT: 75 WATT ALLOWANCE CEILING MOUNTED FIXTURE NEW DUPLEX ELECTRIC RECEPTACLE WIRED CODE. O O W W GP TO GENERATOR PANEL. CEILING MOUNTED HEAT DETECTOR, 3: CE IT Fa WITH BATTERY BACKUP, SUPPLIED BY (n z CONTRACTOR. ELECTRICAL SCONCE: 75 W TT ALLOWANCE WALL NEW DUPLEX ELECTRIC RECEPTACLE, CONTRACTOR TO PROVIDE 'HARD WIRED' > O O Z O -- -- - -- - - MOUNTED FIXTURE SURFACE MOUNTED TO WALL AT 42" A.F.F. CONNECTION,TYP. OF ALL. a Lu - -- - - - - TO CENTERLINE U.O.N. W d U p cc 01 1w) GFCI GROUND FAULT INTERRUPT RECEPTACLE JR � C) d Cc EXHAUST FAN CIRCUIT ❑ U) >- 0 CE z SURFACE MOU TED SHOWER LIGHT: 75 TELEPHONE :0 b O TABLE E3g02.1.2 W p WATT ALLOWA NCE. RECEPTACLE RATINGS FOR VARIOUS SIZE > ('} O MULTI OUTLET CIRCUITS U) W In z CABLE CIRCUIT RATING RECEPTACLE RATING J (AMPERES) (AMPERES) m LL TABLE M1506.3 MINIMUM REQUIRED EXHAUST 15 15 ' RATES FOR ONE ! TWO FAMILY DWELLINGS c 1 20 15 OR 20 E, 0 o AREA TO BE VENTI LAI ED VENTILATION RATES30 30 w¢ w ¢ < 7� w o 4 a m KITCHEN 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS w z F ¢❑z ' w a.0°"w o��< zom- p< =w,0 00D BATHROOMS / TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM q0 q0 OR 50 1,v¢w z C�z z z¢ aUzw mm w>w ma5 y¢zz 3 s° wINTERMITTENT OR 20 CFM CONTINUOUS. 50 50 F,aozoo❑ W U ZaU O¢ ¢ IZ-.,zZ ,wz OuwMECHANICAL CODE COMPLIANCE AND GENERAL NOTES: aow¢?o¢ mo _ Uw ¢o <O Nw 2o¢ Z3 0w€¢ I. MECHANICAL CONTRACTOR (M.C.) TO VERIFY DUCT 3.1 FOR DUCT BOARD DUCT LINER AND ONa¢3Z¢J❑ m�QZw�00wmmW2 BOARD, FJWOgaaw az ❑wU-z¢ow SFU❑ SIZING PER COOLING LOADS. ARCHITECT TO BE FACTORY-MADE RIGID DUCTS NOT NORMALLY g z o r _ ❑ F-m NOTIFIED IN WRITING OF ANY DISCREPANCIES. o ¢� 3oww 3�a❑ SUBJECTED TO oF€w oPRESSION" THE NOMINAL O�z 3m > ow ❑wWJ ❑ �zo�r w i-U WJW W ' Z W 2. M.C. TO VERIFY ALL VERTICAL FEED AND RETURN INSULATIONTHICKNESS 5 A U ww wWyJ -wg wa o SHALL BE USED. ¢ F a w o w z I DUCT SIZING. COORDINATE REQUIRED SHAFT SIZING Al Nowz Fymzmo❑�F€zw m� ❑ G.G. AND ARCHITECT FOR PROPER FRAMING 3.2 FOR DUCT WRAP, THE INSTALLED C W5.0 '¢w� m F m o, ¢ ¢3 z¢a❑ DIMENSIONS. THICKNESS SHALL BE ASSUMED TO BE 75 1 - - - - - - 3. M.C. TO VERIFY ALL LOCATIONS OF DUCT VERTICAL PERCENT (25-PERCENT COMPRESSION) OF - -- --- �- ---- ^' - - _ TRANSITION AND COORDINATE REQUIRED SOFFIT SIZING NOMINAL THICKNESS. _0 - - - - - WITH ARCHITECT. ® rn r 1 n) 4. M.G. SHALL INSTALL, RUN AND TERMINATE 3.3 FOR FACTORY-MADE FLEXIBLE AIR DUCTS, e° T UP - CONTROL WIRING TO G.G. PROVIDED THERMOSTAT. THE INSTALLED THICKNESS SHALL BE ' 5. M.C. TO COORDINATE WITH PLUMBING CONTRACTOR DETERMINED BY DIVIDING THE DIFFERENCE 1 . . U > FOR GAS PIPING AND POINTS OF CONNECTION. BETWEEN THE ACTUAL OUTSIDE DIAMETER / -== - - - - - 6. REFER TO ALL SHEETS FOR ADDITIONAL TRADE AND NOMINAL INSIDE DIAMETER BY TWO. Z % -- - -- ❑ I _1 COMPLIANCE NOTES. `�' '` 7 O 1 M1601.2.2 VIBRATION ISOLATORS L W1- -- MECHANICAL: " -"- L -Ll'JI.�_oU.�UI-}_orUvl FltFil_N_o_°ti riiutli - 1 2' LIGHTING LEGEND ro o 0 NEW EXTERIOR DUPLEX ELECTRIC p O O CEILINGRECEPTACLE WITH WEATHER TIGHT FAN/LIGHT 100 WATT ALLOWANCE ENCLOSURE 1 COVER, SURFACE MOUNTED TO WALL AT 15" A.F.F. TO CENTERLINE U.O.N. z° r N HALO HD4-4500 (OR EQUAL) RECESSEDW W U' LIGHT: 100 WATT, CEILING MOUNTED AI NEW DUPLEX ELECTRIC RECEPTACLE, U U FIXTURE VI1 7 Z QQ W SURFACE MOUNTED TO WALL AT 15" A.F.F. m Ul J TO CENTERLINE U.O.N. 0 J W SURFACE MOUNTED LIGHT: 75 WATT D W ALLOWANCE CEILING MOUNTED FIXTURE NEW DUPLEX ELECTRIC RECEPTACLE WIRED W GP TO GENERATOR PANEL. U) LL 0z O 0 -� SCONCE: 75 WATT ALLOWANCE WALL JE NEW DUPLEX ELECTRIC RECEPTACLE, w a LU U 0 MOUNTED FIXTURE C SURFACE MOUNTED TO WALL AT 42" A.F.F. U 0 - p ❑ ❑ El El TO CENTERLINE U.O.N. \ � 0 LL GFCI GROUND FAULT INTERRUPT RECEPTACLE OR U p 0 > ® EXHAUST FAN CIRCUIT w cl uj Q Z � < 0 SURFACE MOUNTED SHOWER LIGHT: 75 TELEPHONE > (W'3 (� WATT ALLOWANCE. U) LU p Z_ - CABLE In J LL CEILING MOUNTED SMOKE DETECTOR, O WITH BATTERY BACKUP, SUPPLIED BY TABLE E3g02.1.2 ❑Q CONTRACTOR. ELECTRICAL CONTRACTOR RECEPTACLE RATINGS FOR VARIOUS SIZE N a TO PROVIDE 'HARD WIRED' MULTI OUTLET CIRCUITS D ¢yw -zp ° CONNECTION,TYP, OF ALL. CIRCUIT RATING RECEPTACLE RATING w z y oz o Z z o vi o E> 1� © CEILING DETECTOR, BATTERY BACKUP, MP 5RE5 (AMPERES) �7d r- m U¢ a _ o o Y�p (q ) ( ES) _ - _ q II _I III II- 1 -- - R ICH AT _ _ SUPPLIED BY CONTRACTOR. ELECTRICAL a¢-<g z w wQ J Z �� - - II= -{ I- -11= - il_ =d I= �1- - -I= - -- 11 GFCI CONTRACTOR TO PROVIDE WIRED' 30 3 Immo Clow omZ¢Na¢Z �� f -4� CONNECTION,TYP. OF ALL. 20 15 OR 20 g z¢ Z o Yp m r F 0<'o°o p F aoao U wJoz Ua0¢ �a ow,z aw�O II 1 I' CEILING MOUNTED HEAT DETECTOR, 30 30 llz m z LL m O~O O -m 0<m �-_ WITH BATTERY BACKUP, SUPPLIED BY a�z wx?[LwVo woa m¢J owW 0 II II I,I III pow¢oom�wiao am Wa���o I�If� ❑N CONTRACTOR. ELECTRICAL 40 40 OR 50 z m �z¢I¢� m U a-wo w�3��w t-< V 1 CONTRACTOR TO PROVIDE WIRED' Om¢¢3z¢Jo o¢z_ �oOwmm Ox qq _ I CONNECTION,TYP. OF ALL. 50 50 g Za��wzgi zd 3:ow O} r 111 O_�Z w,o 0 11 �SOQW-0 ZFFWZ3m Iu I CSI >2 °oww-'rwws O� ,Mnwtz,0� WO Ii� li L 11FC1 � '� w°U��FN w¢wz� Op U�a O¢w Fxm�og b��} 33 TABLE M1506.3 MINIMUM REQUIRED EXHAUST Cw-WOI_<. S� azrz �i¢-zz¢ amwol-Qw m m0, Qm¢3¢Q❑ RATES FOR ONE 4 TWO FAMILY DWELLINGS it fl 11 Il P Il 'I II (I fl h II Il (/�� ® rn II IL II J ll I! J II 1 h _ _ - II I' __ II 1--, AREA TO BE VENTILATED RATES r - �� 1 = II �I1II 4-I - '- Q O -1 III I' II II II II f II d II 'I i' I'I KITCHEN 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS11-101 CE -" GFCI III 9 L I. J L n BATHROOMS / TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM �� /�� 0(A INTERMITTENT OR 20 CFM CONTINUOUS. }O �- � � SE BIB LOCATION. W GFCI NON-FREEZE °'- ZQ - 4 ROVIDE N FRE i.,t`.' W Ir t I I 11 I II - Q Z RN MODEL ZI344 _ _ __ —_ - _-- _ __ �- '_ �' k'dke lyj W N _ _L `JI_ - , I - - - _ , - I-_ I II li � _1L _ -- Q F �z rt� X11 I r�\�\���, ' �' - � - - i_ --�- -- � � ELECTRICAL CODE COMPLIANCE AND GENERAL NOTES: �/� pJ r GP GP r ... 0 Q O I. ELECTRICAL FIXTURES k COMPONENTS ARE TO BE LABELED 7. THE CONTRACTOR SHALL PROVIDE ALL LABOR, 8S VJ Sp W RATING OIN PANCE WITH L CIRCUIT PROTECTIONSOTION53 5 TO03. N COMPLY CWIITF' ALL OPERATIONS FOR THE NWORK APPLIANCES, HOWN ON THE DRAWINGS. N ® LJ. �Q r SECTION F CII FOR EQUIPMENT WORKING SPACE AND THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE Li CLEARANCE SEE SECTION E3305. ELECTRICAL CONDUCTOR NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER OZ O GF�I, _ MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL 0p O J"J COMPLY WITH SECTIONS E3306 AND E3307. OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE rn -H U O 2. ELECTRICAL SERVICE LOADS MRE TO COMPLY WITH INSULATION OF THE SPECIFIED WORK AND WORK REQUIRED QQ CHAPTER 35. THE RATING OF UNGROUNDED CONDUCTORS 15 BY OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT z w I- _ © :; TO BE IN ACCORDANCE WITH SECTION E3502. SIZING OF SHALL BE U/L APPROVED. °a z OQ O 'rj'_ GPI CONDUCTORS 15 TO BE IN ACCORDANCE WITH SECTION E3503. B. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATION a a j o W O 07 O BRANCH CIRCUIT VOLTAGE LIMITATIONS AND CURRENT OF RECEPTACLES, SWITCHES, SWITCH OPERATED ¢ aQ ,n FL mm }W GFCI r �i � RATINGS ARE TO COMPLY WITH CHAPTER 36 N 38. RECEPTACLES AND LIGHTING LOCATIONS A5 REQUIRED FOR w w EEO M I5 TO COMPLY WITH PERMITTING AND SCOPE OF WORK I SYSTEM z � � r inw �0 m 3. ELECTRICAL GROUNDING ¢z c W d C SECTION E3508. 9. THE ELECTRICAL CONTRACTOR SHALL FURNISH THE OWNE v '° � � �� } 0GP SII GFI 4. REQUIRED RECEPTACLE OUTLETS, GFI PROTECTIONS, WITH A CERTIFICATE OF INSPECTION ATTESTING THAT ALL ¢ w Q 0 CONTRACTOR TO LIGHTING OUTLETS ARE TO COMPLY WITH CHAPTER 38. ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN z z w° m.n W yd_6 VJL JI �Y COORD. W/ OWNER : ` ALL POWER, GAS OVEN EXHAUST THRU ROOF GFCI ENCLOSED ELECTRICAL WIRING TO BE THHN OR THHW AND IS COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (LATEST ° zoo z ATTIC INSTALLED AIR HANDLER AND WATER REQ. :-� TO COMPLY WITH TABLES E3804 (1) THROUGH (10). EDITION). w o - Q 0� O { ATTIC INSTALLED AIR HANDLER 5. ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO 10. ALL RECESSED LIGHTING SHALL BE IC RATED AND co W/ HOT WATER COIL. G.G. Iii FINAL LOCATIONS -� REQUIRED RAC MPL WI � m as z [0 TO COORDINATE ACTUAL III FOR ALL APPLIANCES J . --- , -- W/ HOT WATER COIL. G.C. - CL-1- COMPLY WITH CHAPTER 39. INSTALLED . MEET LI IR D RAC CLEARANCES. CW Y TH o GFCI hN-- r LOCATION. POWER FEED is I'�`' I� LO COORDINATE ACTUAL 6. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH FIXTURE CHAPTER UT INSTALLING CONTRACTOR SHALL HAVE LOCATION. POWER FEED u u ���'''� BUILDING STRUCTURAL COMPONENTS ARE TO COMPLY WITH FIXTURE CUT SHEETS AVAILABLE AT SITE FOR INSPECTOR -FROM-PANEL GP. _ � p -- 1 FROM PANEL G.P. / \ .� SECTION E3302. DURING ELECTRICAL ROUGH IN INSPECTION. J _ o _ • PROVIDE 220V CIRCUIT, CONFIRM • CD LO -- _ - -_ POWER REQ. W/ MFR. �S -, n,, • • CONDITIONER or- � FCI --- --�- - �-�� - __ _ 2 I/2 TON RUUD, OR EQUAL, AIR � - 1 L . FI* FCI � �- U - GFCI 4 TON RUUD, OR EQUAL, AIR CONDITIONER Cv- I... � I I, ' • • 1 lSl ooy PROVIDE POWER FEEDS FROM • • FUTURE GENERATOR PANEL (GP) ( • • U - - J J I o\ < FI _ LLJ FCI - - ---, GCONTRACTOR NOTES: I, VERIFY ALL FINAL LIGHTING, SWITCH, AND RECEPTACLE • • LOCATIONS WITH OWNER PRIOR TO INSTALLATION. Lu � 1 -, -- = L- - - - - �—---- 2. COORDINATE WITH OWNER LIGHTING. AND RECEPTACLES TO BE POWERED BY FUTURE GENERATOR PANEL GP-I, H05E BIB LOCATION. '• PROVIDE SHUT OFF ot AND DRAIN ® NEW - - - I �_ - --_ - -- - •• •• BASEMENT LOCATION. _ [ o °C _jz UQ � U U a OSE BIB LOCATION, ❑ w J - PROVIDE NON-FREEZE LL z OE PROVIDE 220V CIRCUIT, CONFIRM : URN MODEL ZI344 . '\GAtU Hf�Lr ❑ C7 = j POWER REO. W/ MFR. �,� 'D;tI 'y/J, F Z � W O II �_ _ _ -- A FIRST_ FLOOR MECHANICAL AND POWER PLAN - - m ❑ 0246 SCALE: 1/4"-1'-On {I-' - mac_ _ -- —-_- '-_-- -- -�'-� _ 9� 'OP NO ¢ = m❑ °� 0 3 LLI N - uPLuIS_bU6UH4_aANIPIEkI_]u_u_U4PAGE 18 - 10/7104 'LFM v v o- CC) 63o 0 ON ZLU T W U) U) ZYQ Q W J W ROOF VENT 4" VTR O WLU PENETRATIONCE U) � WILL Z ROOF \i L > o Oz O I aWUcc j EXISTING FIXTURES AT 4"V N U) 0_ IY MASTER BATH TO REMAIN - ----- \ - - L T r - ------ -2' ❑ WCc z } z env - I 1--- W oW Q O 1 L - --- - - - -- - r- -- -- - - - - - - - W O 12"v 12"v 2"v r-- -1-- - - L_ - - � - -- � 1 gnv I _, _ 2 v _ 1 2"v I CU) w Z P-1/2.1 NFAI L- _, N 2"V _ 0] LL 1NEWN -1/2"D IFIRST � - wA9HERFLOOR LL_ D I FIZ D � N 2nD 3"p 2"D 2"D 3"D CA c9 z z and rn x z 0 a mz o 2"D 1 3"D 4D w°z FrN :'a ¢pr woP 0 SO EXISTING i 4' Q¢i>mzFw< ¢a� mo��a¢wSa 4'D woa z-�z zz z¢w>m> ¢ _ 4D gwo V: xF olalx- ¢ciao N-O CONTRACTOR TO VERIFY LOCATION, CONDITION r w m o m w~z a a o 3 AND RAPACITY OF RIFTING HOUSE TRAP AND Z m " o o m a z es LLpz-mmzywNao_ w'n°w5o-w-m SEPTIC SYSTEMS. °C a U�Zm"'¢22 xx F- mw z"-o¢ ¢� r waa3 Qa�o o�c¢izpo°w�`°ocxi 5zo°ooF-m-� 3ow�-c0� w°z€D oxzriw� ¢� o °p�o�zc�ir>3m PLUMBING SANITARY RISER DIAGRAM ��°w w.°wwmola°-iw zE3 waz° ao°z�mwmwzmop��wzN2C2C °p Hw�ZZw FZz >iazF ¢lye¢='Z00 apwotF�wrm�mo= ama3aa0 NOT TO SCALE 16 PLUMBING CODE COMPLIANCE NOTES: Lo I. WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH SECTION P2603. - 07 2. WOOD FRAME DRILLING AND NOTCHING ARE TO BE IN ACCORDANCE WITH P2603.2. B. PIPE PROTECTION AGAINST PHYSICAL DAMAGE AND CORROSION 15 TO BE IN ACCORDANCE WITH P2603.2.1 AND 102603.3 �� r RESPECTIVELY. REFER TO P2603.4 AND P2603.5 FOR PIPES IN FIRE-RATED ASSEMBLIES AND FOR PIPES THROUGH EE FOOTINGS OR FOUNDATION WALLS RESPECTIVELY. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE / , SLEEVED WIN A SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH, IN ACCORDANCE WITH P2603.5. U OZ 4. PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605. TABLE P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT TO BE U5EG. PIPE MATERIALS ARE TO COMPLY WITH SECTION P2608. a' WO 5 .PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO BE PROVIDED AND ARE TO COMPLY WITH SECTION P2803. -�g4 _ W ZM 6. FIXTURE TRAPS ARE TO COMPLY WW ITH SECTION P3201. -_ 7. ELECTRICAL FIXTURES 4 COMPONENTS ARE TO BE LABELED IN ACCORDANCE WG ITH SECTION E3303. INTERRUPTING �_ W N RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH SECTION E3304. FOR EQUIPMENT WORKING SPACE AND CLEARANCE r^ a CN SEE SECTION E3305. ELECTRICAL CONDUCTOR MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO COMPLY WITW Of co SECTIONS E3306 AND E3307. VJ =z S. REFER TO ALL SHEETS FOR ADDITIONAL TRADE COMPLIANCE NOTES. ® HQ r (3) 4/0 �k (1) #4 GROUND IN 2"C 00 0 NEW 200 AMP ELECTRICAL LL oo � NEW 200A SERVICE aQz W OQU M CT CABINET _ Fa °1 WO0 I AND METER - - - - FUTURE 15 KW GENERATOR a g ¢ o }W L � a � FL CC(0 TVSS - zw j > L WO LLU JOSLYN #1265-85-PM - - - - oo > z r,. 070 200210/ FUTURE CABLE FEED ❑ Q v N N < Qd � azw w 07 zoo z (3)#2 d (1)7x8 , 0- < ox W PNL HP- (HOUSE PANEL) IN 1 1/4" p c0 200A, 240V, 2 PH, 30 GKT 20A/ 20A/ 50A/ GOA/ IOCA I IP IP 210 2P 2P SECONDARY CONDUCTORS �- LIGHTING - RECEPTACLES - -OVEN - FUTURE TRANSFER SWITCH TO EXISTING • FEEDERS BE LOCATED IN BASEMENT. • . = • * METER PAN I � SUFFICIENT CABLE TO _- L - - - - - 6'�CONNECT TO LIPA SECONDARY PNGP- FUTURE - - (SEE NOTES 2 4 3) GENERATOR PANEL * SLEEVE 2' MIN (SEE NOTE 4) IOOA, 240V, 12 CKT • • 3'-0" MIN � • • RISER 6'-0" MAX (SEE NOTE 5) 20A/ 20A/ 2OA/ 2OA/ 20A/ BOA/ 50A/ 20A/ 20A/ IP IP IF IP IP 210 210 IP IP • LIGHTING RECEPTACLES 13 LEIR AH-I AN-2 CU-I CU-2 REFRIDGERATOR EASEMENT * ISOLATED BUSHING 4 NNO LINE (NOT NEEDED W/ REFRIDGERATOR GRADE GRADE LINE NON-METALIC CONDUIT) p - - - I'-6" MAX • • • 2'-0" MIN T - - - ---- -_ - - - COVER * PNL RLP- (EXISTING BOATHOUSE PANEL) IOCA, 240V, 30 GKT L — DIRECT BURIED CABLE (U.S.E.) INSTALLED BY CONTRACTOR AND •• , MAINTAINED BY OWNER 20A/ 20A/ ' �• IP IP * EXISTING PANEL TO BE REFED 30 TYP. FROM NEW PANEL HP BOATHOUSE LOADS o °6 NOTES, J I. * INDICATES ITEMS PROVIDED BY CONTRACTOR m 2. FIRST 10' OF U-GUARD RISER TO BE INSTALLED BY CONTRACTOR AND THE REMAINDER TO I- Q Q BE COMPLETED BY LIPA 3. OWNED AND MAINTAINED BY LIPA FROM SECONDARY CONDUCTORS TO BASE OF POLE ❑ W J 4. 2" MIN SLEEVE RIGID METAL TYPE 40 GALV. NON-METAILC (SCHED. BO EXTRA HEAVY WALL) _ LIPA SERVICE CONECTION DETAIL S. 200 AMP WILL REQUIRE 4'-0" MIN. HEIGHT ELECTRICAL ONELINE DIAGRAM UL ~ Q v LU����:' z } z W SCALE: NO SCALE SCALE: NO SCALE _ _ U -14QWW� " Lj m N T40. 0246. _ �Y�Wyj z o m o Q o O a Q ° ° m m 3 WW ❑ 0 0 o ❑ C