The URL can be used to link to this page

Home My WebLink About43324-Z F04elpG, Town of Southold 10/23/2019 P.O.Box 1179 o • 53095 Main Rd y'yQl �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40795 Date: 10/23/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7525 Nassau Point Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/11/2018 pursuant to which Building Permit No. 43324 dated 12/19/2018 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 AND ALTERATIONS INCLUDING GARAGE ADDITION, COVERED FRONT PORCH AND SCREENED PORCH PER ZBA DECISION#7196,DATED 09-20-2018, TO AN EXISTING ONE FAMILY DWELLING, AS APPLIED FOR The certificate is issued to Zimmer,Christian&Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43324 10-11-2019 PLUMBERS CERTIFICATION DATED 08-29-2019 Al oints Eas Plumbing ut ed Signature �SUF of t TOWN OF SOUTHOLD moo may BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43324 Date: 12/19/2018 Permission is hereby granted to: Zimmer, Christian 173 Wellington Rd Garden City, NY 11530 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter, Trustees &ZBA approvals. At premises located at: 7525 Nassau Point Rd.,Cutchogue SCTM # 473889 Sec/Block/Lot# 118.4-3 Pursuant to application dated 12/11/2018 and approved by the Building Inspector. To expire on 6/19/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $796.00 CO -ADDITION TO DWELLING $50.00 Total: $846.00 A 1// it nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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. I New Construction: Old or Pre-existing Buil 'ng: (check one) Location of Property. S 1 House No. Street HaYt `�� l Int -a a Owner or Owners of Property: �.�°�' 0 ' 4 Suffolk County Tax Map No 1000, Section /"1/0 Block Lot Subdivision � ?=Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: 1// Request for: Temporary prtificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF sovTy®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® o sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 ®lyCOW N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE - SITE LOCATION � r Issued To Christian Zimmer Address: 7525 Nassau Point Rd city.Cutchogue st: NY zip: 11935 Building Permit# 43324 Section: 1,13 Block 4 Lot- 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE -VITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Platinum Electric License No. 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat Duplec Recpt 58 Ceiling Fixtures 5 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 10 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 3 Single Recpt 2 Recessed Fixtures 62 CO Detectors Sub Panel A/C Blower 3 Range Recpt LED/Fluorescent 4 Pumps Transformer Appliances Dryer Recpt 30A LED Strip Lighting60' Time Clocks Disconnect 3 Switches Sg Twist Lock LED Driver 3 Combo SD/CO 3 Other Equipment 6- Puck Lights, Mini Fridge, Fridge, Hood, DW, Roburn Med.Cab., Dryer/Washer, Gas Oven Notes Inspector Signature: Date: October 11, 2019 S Devlin-Cert Electrical Compliance Form As SQUT��Io Town Hall Annex .y[, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD A- SEP - 5 2019 TOMT14'0?Sou CERTIFICATION Date: S/0 9,//v Building Permit No. � / Owner: 11H Al F, (Please print) Plumber: /`}GL Aally S C1957- 1111)"1t1R/.4/1t1c (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 1�119Z umbers Signature) Sworn to before me this day of 20 CO`s WE D.BUNCH ` L � Notary Public,State New York No.01 BlD6i 555 050 Qualified in Suffolk County Pat) Commission Expires April 14,2_ Notary Public,_ County l 3-4163 J,P.-HUNTER ENTERPRISES,INC. HUNTER INSULATION ■ HUNTER 83HA D ax�OD 31) g OORING H Elton Street,Riverhead,NY 11901 (63 ) September 13, 2019 RE: Zimmer Residence 7525 Nassau Pt Rd Cutchogue To Whom It May Concern, The above referenced house was insulated as follows: Insulate roof with +/- 10" open cell foam (R-38). Insulate exterior walls with 3" closed cell foam and 2" Roxul R-28. Insulate crawl and basement exterior masonry walls with 3" closed cell foam R- 21. Insulate flat open ceiling with 6" fiberglass sound batts. Sound deaden all interior walls with 3 %2" fiberglass sound batts. Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Sincerely, Kenneth Brauner �R [�A��y� SEP 1 3 2019 r^s Y'•�reg c ,g T i O�aOF SOUTH,°l # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION - ZFOUNDATION 1ST [ ] ROUGH PLDG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF 50UlyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,�f'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRS /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: w b �V JAI AL sm 3 DATE 11,49fol INSPECTOR �7314 OF so # # TOWN OF SOUTHOLD BUILDING DEPT. CIO 765-1802 INSPEC I [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: nn )l v v l� lv �Or UV o� DATE 0 INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION d [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I I� INSPECTOR aOE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION - - [ ] FOUNDATION 1ST [ ],ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ CTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d4 U I DATE = �I INSPECTOR ho�aOP 50Ul�olo # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROH PLBG. FOUNDATION 2ND [ ATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �S' DATE INSPECTOR 7525 /Ua,rra v hO�aOF SOUTyo`o 1 3 ZLf 14- * TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAT N [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) vre r [ ] CODE VIOLATION [ ] CAULKING REMARKS: 7R- Alk L V402,110 Co*me 161Z-RGT �AZ olk�- DATE INSPECTOR • • • • • VV t .Fill, ; FOUNDATION (IST) 'FOUN D. �0, �i ,, , ;moi ►i ► r P, ; - ROUGH FRAMING& PLUMBING ` ' `,�.. 11! iii. ,i; ► AF INSULATION -. 8TATE ENERGY .D 114 '1l��r ,il pup 1 7AL ADDITIONAL.COMMENTS ,y. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL -Beard of Health SOUTHOLD,N.Y. 11971 4-aets of Building Plans TEL.: (631)765-1802 _Planning Board approval FAX: (631)765-95022 Survey www.northfork.net/Southold/ PERMIT NO. ick --Septic Form �c1 Q� --�N ' S.D.E.C..D.E.C. Examined U"D ® D�� t Contact: Approved 2AMaU 6 D Mail to:SUFFOLK ENVIRONMENTAL Disapproved a/c DEC 1 1 2018 P.O.Box 2003:Brideehamnton,NY 11932 D" Phone: (631)537-5160 EUIL Expiration 96 p2�� bTOWNoFs LD (Buil i ctor) APPLICATION FOR BUILDING PERMIT Date April 9,2018-,' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterway. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions or alterations,or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary in tions. Signature of applicant, or name,if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003;Bridgehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect,engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises Christian and Carol Zimmer (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 7925 Nassau Point Road Cutchogue House Number Street Hamlet , County Tax Map No. 1000 Section- 118; _ - -Block :_04 �'`'' Lot 3 Subdivision Amandsed Map A of Nassau Point, Filed Map No. 156 Lot " 57 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Residence with garage b.Intended use and occupancy Residence with additions and garage 3.Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition ther Work deck (Description) 4.Estimated Cost $150,000± Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 NIUR, rof�cw�ell Ag-N/Anits ea-h. oor N/A If garage, number of cars t�T 6. If business,commercial or mixed occupancy, spe 1' ature and extent of each/t, p of use N/A 7. Dimensions of existing structures,if any: Front 76 Rear 76 Depth 70.9 Height <35 Number of Stories 1 Dimensions of same structure with alterations or additions: Front 76 Rear 76 Depth 70.9 Height <35 Number of Stories 1 8. Dimensions of entire new construction: Front N/A' Rear Depth Height Number of Stories 9. Size of lot: Front 100.6' Rear 100.05' Depth 389.36' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YES NO X 13.Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X 173 Wellington Road 14.Name of Owner of premises Christian+Carol Zimmer Address Garden City,NY 11530 Phone No. (516)987-7093 Name of Architect Bobette Suter Address 124 Jessup Ave., Quogue,NY11959 Phone No. (631)653-3877 Name of Contractor N/A Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A.Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent-Suffolk Environmental Consulting,Inc. (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 this 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 da r f 2018 Notary Public `� '0�0& Signature of Applicant MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK No.Ol IV6053859 Oualified in Suffolk County My Commission Expires 01-22-2019 u S^':. �+ .`"^; t '� �?*'.•'+t'iR V:�• _ Vii. ^' i T�:,�^ p ," -ii - �-�•'^c l�[ �"-� -u.�o`q i ��i� ... �_�`�� i� "'� ,1 �'�� "f��hl r :5+�,p'`s�7°�th,' ii��•�a.• .-"a„at�@i s6jF �� ,• �_ u'p�lj�`'g6"�'> �:_- � "�y ,S�y., m.1 �� 4 - ) x' ._.•� I acs ? p.S� � t -� ' r�- rr >r, et `a -', -��. ' ��>G. S..Fe<�'r ti��!'1"�:�'•_,fs ¢ a`gz`"v „ar C� ,.�� n '�", '" �.a.� ;, •-- �41 ��/�r ..��f..�\•��L ,,iT•"'u `>.�ir ,� 1f.�,4 ESt� /''t;�`i I� �'p\,\l\u��r'�eU".f� rr�1�.�j��Y'�,'�f'--� � � �� =1 ,..:-, � � <`-y, .� ��t(: ..�x%i�'-, LAS':,.•`e.Ca''-'a.�itb'�sut + ,',�n�n}J�L�'�v.:R xrkC4v`,�.�-.;ti7,a�A�•' L&kT�•,�''m.•.�`�L�:.'•�:� ��'�!aa�''ti'�-�^..�aia�Xe•".s'��w�.,��4��•`'�'+?£a'�ii�,1a:. 11. � BOARD OF SOUTHOLD•TOWN TRUSTEES SOUTHOLD,NEW YORK s.• `R , ' PERMIT NO. 9356 DATE: NOVEMBER 14,.2018 ISSUED TO: CHRISTIAN &CAROL ZIMIVIER' k r; PROPERTY' 7525 NASSAU POINT ROAD;CU_ TCHOGUE SCTM#-1000-118-4-3 f { _ AUTHORIZATION tl � Pursuant to the provisions of Chapter 275 of the Town Code of the'Town of Southold and in accordance with-the Resolution of the Board of Trustee's adopted at the meeting held on November-14, 2018, �� and in consideration of application fee n-the sum of 250.00 paid by Christian&-Carol Zimmer and subject to { the Terms and Conditions as stated in the Resolution, the So* ld,f6wn'Board of,Trustees authorizes and permits the following: 115 « s �" Wetland Permit for the existing one-story 2,918sq.ft. dwelling and to construct a 23'x26.5' 11 _ (irregular 303sq.ft.) addition onto the landward side of the dwelling; a 10-x16 (160sq.ft.) '3, Y' addition off the northeastern corner of,the dwelling; and a 16'x16.1' (266sq.ft) addition off the zY { southeastern corner of the dwelling and_partially over an existing 360sq.ft.'brick patio which z : will reduce the total brick patio area to approximately 188s ft.• and as de icted on,the storm t water management plan prepared by Joseph Fischetti,PE received on November 14,2018,and �, - stamped approved on November 14,2018. '' rt IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, , ' and these resents to be subscribed b- a xna•ori of the said Board as of the, da of November,2018. Rf! P Y . J tY Y ; nn Goldsm -Absent , t'-��`' c� ,,-z;,awn' +�'�ie�z�arsw� es!s; ;Yfl�tn`rrate%;��: ��'`•�+��Z��s"�ur�". �.L�§Y�� SA�`s�'_�+�f',i�++W�,A�' ti �e_-. a�„fi ?kr%v�i��+�i` �3j '� h 1 /- �{ � 1�✓,.� P.�'A t sox„�..� cam" ,.� ��L ��". '��,,�� ,��i,r- .� _ r.•`�• �� `y '� '��./� '�-�'�; •.wtti`ry 4�v� _ .�_,,iYo�� _ - „0e4. `� ,l°'2'x - 'T� �,`i'`,'`�� - i o�, 6:a'', Vv��+�';�,. N _ '.,Fy i Yy��'p}r� _ -:y ��e"H�,^ ^i6 ��> - ' �yr, r' a5� � b,„':'�•> - -' '°xd`�n�, ��".=, ��;'�s°,=3��,�.:� '�` `" _ �c�-- t�G '�;n-"' .s�4^r 's` v��^.._:'�' ��;n,��`` .`^�, .�` •`; dav<_� Exa� %�' 'e�;,e-_-_ r R H TERMS AND CONDITIONS The Permittee Christian&Carol Zimmer, residing at 7525 Nassau Point Road, Cutchogue, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit 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 authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or 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. 5. That there will be no unreasonable interference with navigation as a result of the work 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 work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. gF3 Michael J.Domino,President '�'QF so�Ty Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� �� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith l�[ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams 'p �� Fax(631) 765-6641 coutm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1651C Date: October 18, 2019 THIS CERTIFIES that the existing one-story 2 918sq ft dwelling and to construct a 23'x26.5' (irregular 303sq ft)addition onto the landward side of the dwelling; a 10'x16' (160sg.ft.) addition off the northeastern corner of the dwelling; and a 16'x16.1' (266sq.ft.)addition off the southeastern corner of the dwelling and partially over an existing 360sq.ft. brick patio which will reduce the total brick patio area to approximately 188sq.ft, At 7525 Nassau Point Road,Cutchog_ue Suffolk County Tax Map#1000-118-4-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 27,2018 pursuant to which Trustees Wetland Permit#9356 Dated November 14, 2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing one-story 2,918sq.ft. dwelling and to construct a 23'x26.5' (irregular 303sq ft)addition onto the landward side of the dwelling, a 10'x16' (160sqft)addition off the northeastern corner of the dwelling; and a 16'x16.1' (266sg.ft.)addition off the southeastern corner of the dwelling and partially over an existing 360sq.ft. brick patio which will reduce the total brick patio area to approximately 188sg.ft. The certificate is issued to Christian&Carol Zimmer owners of the aforesaid • properly. Authorized Signature 'V -�� i a4 f � E� OCT 2 2 2019 �` New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www.dee.ny.gov LETTER OF NO JURISDICTION February 15, 2013 Christian R. Zimmer . D 173 Wellington Road DEC 1 2 2018 Garden City, NY 11530-1217 Re: NYSDEC ID #1-4738-00458/00003 ki+UMDRiG DEP', 7525 Nassau Point Road TOWN OF SOUTHOLD Cutchogue, NY 11935 Dear Mr. Zimmer: Based on the information in our historic files, the Department of Environmental Conservation,has determined that the area landward of the bulkhead for the subject lot is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for any project activity proposed landward of the bulkhead. I've enclosed a copy of a survey dated July 15, 1976 which shows a bulkhead extending onto your property and also a NYSDEC letter dated February 19, 1992 declaring the property landward of the bulkhead is beyond NYSDEC tidal wetland jurisdiction. Please maintain this information for your own records. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not r lieve yo a respons' il' of obtaining any necessary permits or approvals from o er encies or local municipa ' 'es. incer , - f A. W` lan ti B6r1RD MEMBERS pF OU Southold Town Hall S Leslie Kanes Weisman,Chairperson �� riy0 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes u, Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento �l,Y�,oU a Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 RECEIVED _ FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20,2018SP 2 ZBA FILE#7196 , NAME OF APPLICANT: Christian and Carol Zimmer outho(d Town Clerk PROPERTY LOCATION: 7525 Nassau Point Road,Adj.to Little Peconic Bay,Cutchogue SCTM# 1000-118-4-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 18, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 14, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject parcel is a non-conforming 38,931 square foot water front parcel located in an R-40 Zoning District. The parcel runs 100.05 feet fronting Little Peconic Bay along the easterly property line, 100.60 feet fronting Nassau Point Road along the westerly property line, 385.50 feet on the North side and 393.22 feet on the South side. The parcel is improved with a one story frame house with an attached garage which is shown on a survey prepared by John Metzger, LLS, dated January 24, 2013, and last revised April 4,2018. BASIS OF APPLICATION: Request for Variance(s) from Sections 280- 124 and the Building Inspector's April 16, 2018,Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum side yard setback of 15 feet, 7525 Nassau Point Road (Adj.to Little Peconic Bay)Cutchogue, SCTM No. 1000-118-4-3. RELIEF REQUESTED: The applicant requests a variance to add an addition to the single family dwelling;which will not-exceed the existing side yard setback of 9.8 feet where the code requires a minimum 15 foot side yard setback. a Pagel, September 20,2018 #7196,Zimmer SCTM No. 1000-118-4-3 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family waterfront properties. The current structure's side yard setback is 9.8 feet from the Northern property line. The proposed addition will not be visible from the street or the adjacent properties due to the existing heavy vegetation. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing structure has a non-conforming side yard setback. Any additions and alteration on this side of the house will require variance relief. 3. Town Law 267-b 3 b 3 . The variance(s) granted herein is mathematically substantial, representing 34% relief from the code. However, the applicant is maintaining an existing side yard setback and filling in a corner of the home with a small addition for living space. 4. Town Law§267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code for the entire parcel. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated single family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the Architectural'drawings prepared by Richard Suter, Architect, dated May 4, 2018; and survey prepared by John Metzger, LLS, dated January 24,2013, and last revised April 4, 2018. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building-permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Page,;3,September 20,2018 #7196,Zimmer SCTM No. 1000-118-4-3 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map'has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted(5-0). ti geslieKangsWeismanU Chairperson Approved for filing T/.�//2018 I $Y s�s^ �T ice• 14 RECEIVED MAY 2 12018 ZONING BOARD OFAPPEAr 9aNt11o6 AOOPR4�,-1_MIST, U04 IW. �— -ct-ani -�CLEt�,15•-��G � ' uIr / 5ttfi 8.e.�2 I � I FAL C►dLA7 REVIEWED B I ZBe 1SIO 12 SEE DECISION#�;�ATED-2/�/ ply - - - - - _ - A I man 11 =;a : - ��ftED AR t I 180 I `d G' 'fes' W �•, i I A I I ' Y s a ep�cuii �R m� xttr.!._P�P;fn ttxic> ro r&*q J 4 W f*5 a r- — -� �eAgE 7ivDlna�l IaSr Ho ssa uvwm L244 p 3oe tp 2,44410 r F2'kH o + 6 286 I �}C1St-rEQ7a4c5' X82+ _ 131A -__ _-___ --_3b�d• �Cow-FLAN $ U T E R Jo S U T E R ARculsecry Re tnnoscne �-y�7G��ay.rlk - Re s: 2 wiolve Rnss�9anl�e leclm.�:��m��®" ;S'9'12'1RllfFihn5 I , 'i I RECEA/ED MAY 2 12018 ZONING BOARD OFAPPEAI,$ - ,mm = QTut�1 Palf i k'xsr 64.44 Ga�u E ;G sr sc 3It h - •Y¢4raQs Apoiri o.lS FINAL MAP REVIEWED BY ZBA i E DEciss®�v #�LL9_� i I, SATE® °a/ / _ rl L�Z.E164T1SJN _._GRSAT ICO&A ED CLd CaoF pWl q 2�'drQN �C'1,�GCv �M•SCy'� I tr yT 1 78 OQ� F NE'N EXC PJct2 9-24A Tc b S U T ExS-- CtlIiECT11P�� AN tlS<APE OES�GN �VTM1C.• =�'�P �,�,,,,�,�;,� ;s-4•ierewr�+-nQ.tS 3 etlou o�essaen RECER%D MAY 2 12018 ZONING BOARD OFAPPEALS ljli, I I Ill jj jr' 141. LL 6uo o&*4 FINAL MAP V.�m AVVrrW mv REVIEWED BY ZBA SEE.DECISION# -1 DATED_j/Zg ------------ A T E ARCNITEC 110.E L�NRS APE DESIGN -�'7�'L �ZAQ'1�uT'1110,Cc201.411F - i — I� 1 I 18''8 I RECENEp ---- - -- � I 14AY?,g201U p h� I sH ZONING BOARD OFAPPEA, 1 Ee(IS7'DI�Wm extm L I AO — I / d t, o- ftfi �c• act r,pf. d4T.9R2 / I ' •�- ��XI�z�{� 1 1 FINAL MAP REVIEWED BY ZBA SEE DECISION I DATED 80 Ca' �/ q(15T.(bccH WSf.6,IL44 d ST 7H 'L r]nst,8,2x13 '�• � '4x9— � ��u41 -- I ao• 2��QGX�,RD M. /y, � I N ' Sca FT �KISTW(d ItiT-�-C,_'aou� S U T 4: R Arm S U T E R 11e�9R zgff / ANCHIT ECi DA6 LAN D SC AYE ZJt24�2yNftSflMdRf�@,CSri �n N y z 55 x bLL3 w1aNE Es»an 418 Mtucvluz i - I- l`_�� RECEIVED i MAY 212018 ZONING BOARD OF APPEALS a El -QST----• FINAL MAP REVIEWED BY ZBA SEE DECISION## 'jj2,_ DATED - __ ---- - �EflED ARC � SGT�i 'A�P - S U T E R ANo 5 U T E R AY CII ITYCTV 0.E LANDSCAPE VESIGN I/�M6iC��25 tSM1P1 i2D•CJT ��E _ exovE ml ss3 yen 'O1P'a6iuA'tl l Scott A. Russell ,��'°S� �y STOR IM[WAT)E]K SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET DEG 13 201 - _ ( TO BE COMPLETED BY THE APPLICANT ) - - -- -- - -_-. • _ - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑5d A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El E9 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑R E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District NAME: .w, Section Block Lot FOR BUILDING DEPARTNIENT USE ONLYr Contact Information. Telephone No,nh- Reviewed By: - - - - - - - - - - - - - - - - - - Q Date: 0 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — '7�ZS /Jk SSa.w �o iw f' /1Cd,,.� ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required —[;�I,Forward tormwater Management Control Plan is Required to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 O ' APPLICANT: S.C.T.M. #: 1000CHAPTER 236 ) (Property Owner,Design Professional,Agent,Contractor,Other — QS �/r tis ; � x Stormwater Management Control Plan CHECK LIST NAME. M9JJttd �•� Sectio„ Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. " Zi....P,m1 677- Date: The applicant must provide a Complete Explanation and/or Reason for not providing e�Ao//+� O1 all, Information that has been Required by the following Checklistl Tcleplwnc Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! YE show all of the following items: S NO INA If you need additional room for explanati i 1 a. Location & Description of Property Boundaries b. Total Site Acreage. IEK RN U/ c. Existing - Natural & Man Made Features within 500 L.F. �O of the Site Boundary as required by§2ss-i7(CX2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. VX 'owl .6"P&Q DWGDE 1e f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0 ✓ oar �� .. ��,�� ®FS® HOL g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. =X00 DRAINAGE INSPECTIODIS ARE REQ1"RED h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). fliat the diahiage 'Ids been installed to eode. k. Location of proposed Construction Entrance/Staging Area(s). 0 I. Location of proposed concrete washout area(s). v..®..R.. vk�.dA M. Location of all proposed erosion&sediment control measures. 17i= 2. Stormwater Management Control Plan must include Ca4lations showing that the stormwater improvements are sized to capture,store,and infiltrate EROSION &SEDIMENT CONTROLS on-site the run-off from all impervious surfaces generated by a two(21 inch a inc ude but not be limited rainfall/storm event well maintained Con 3. Details&Sectional Drawings for stormwater practices are required for approval. Wire Backed Silt Fencing. zationr Items requiring details shall include but not be limited to: Seeding of a. Erosion & Sediment Controls. 0 b. Construction Entrance & Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) O d. Leaching Structures (e.g. infiltration basins,swales,etc.) ` F(M L'NGINELRIiN : DEPARTMENT USE ONLY l Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - — ® Stormwater Management Control Plan is Complete. Date. Z 3 f i SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 a X Cx p(IS71NG GRME n I JCTION ENTRANCE - FOUNDATION OF COMPACTED Z DWELLING 385.50 121 ONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A y 8" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. nT CMF 16 to ELLS LOT 56 Ft. (PUBLIC WATER) Unum _ _ _— — .SDE-x-> 0.7'S7 I p0LE� RETAINING WA RBOR O 'TRANCE —`—` — WALK 1 j A N o ► v c P r UTILITY ►IMITING 24.4' 1 DW I 1 4,. .E: NTS L » /POLE TEMPORARY PROTON FENCE °f AO I m O _" -- EL17.2 N82'OQ Oo E b S.R.F. SILT RETEN c�+ ApgTION EL7.4 � v M AQ cn 9.7' �$ l0 •-� 0.6'S. S.R.F. °vUP FE. 5 1� m I m Z �j CMF BL 17 3 �Q��Py 16.5' 32.2- I CK x N I m if- O Z LOT 57 Dw my- 31.9 17 cp O D O WATER © n�i_F.F.EL17.3 BRICK \Z 1.c'� k� o o METER �P I PROpOSED 22.5' OVER PATIO C. r \\ IZ cot► nl � C OJ5 I TOPSOIL GARAGE AD( —CON IO AQ 1 z •1\ STOCKPILE 6.5 0, EL 16.8 a \ o 27.8 1 1 ELI-5 x4DEFP�NpICAL)` TEST E416.4 ,—t— �I,6 r O~I o X412 I WELL HOLE 6 to f STONE ZPATO 15 UE _ ' LATTIC A VIEW Po 393.22FE. \\ x OC SCALE: NTS ROJECTuOCE OUT �ON SI � ON TO REMOVE UTIIJTY -TEMP SILT RQOCAED O n CMF 5-16.6 S 2'00'OO W O b ®WELL DWELLING APPROVAL OF STORMWATER MANAGFMENT j LOT CONTROL LA -T n Code a r 236 Z EL»o PARENT PUBLIC WATER ) bate: L3 IS o (NO AP Approved by: D ^ _ DRAINA E IN ECTIONS ARE REQUIRED mm o Contact O ngineering at 765-1560 before r— Z o Backfill, OR Provide Engineer's Certification AILS the drainage has been installed to Code. ALE—NZ TS Z — ZO G) ;� Z n EROSION &SEDIMENT CONTROLS .�.� Shall include but not be limited to: D A well maintained Construction Entrance, m Wire Backed Silt Fencing, stabilization & `. Seeding of exposed and/or inactive soils. 24"DIAMETER CAST IRON INLET GRATE &FRAME RECAST I CONCRETE STORM WATER DESIGN CHIMNEY � ARwA'I'ER �•) TEST HOLE DATA HOUSE FOOTPRINT = 3707 SQ.FT. � AKA• CLE McDONALD GEOSCIENCE Ia.BEARING DR �Tr r ROA 01�02�2018 BEARING DRAINAGE 370 $f x 2'x 1 = 6.33 C.F. mj j�' 1L1J '•" PIPE.T(PICAL 1 lJ 617.33/42.22 = 14.63 LF of 810 DRY WELLS DARK BROWN LOAM OL 10'DIAMETER x 4' 116 DEEP O USE (4) 8'0 x 4' DEEP DRY WELLS 1.0 — PRECAST CONCRETE ' .+.. I F, ILDING DEPARTMENT- Electrical Inspector 201g - TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road PO Box 1179 o ® �, ic Southold, New York 11971-0959 p� 'Dhix one (631) 765-1802 - FAX (631) 765-9502 1 ® ®,VSO roger.richert(cDtown.southold.n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �(F, �.�r Date: - Company Name: Cas i e r- C &C, Name: Von+ License No.: 3109) - email: jQlallnumeAsi .1 4 Address: ` if eO Phone No.: G3 i - Ca -I y,2 JOB SITE INFORMATION: (All Information Required) Name: 'ZJ J-1,m&2 ae. i/?F--✓ce Address: 9 S 4 SSIC-P Pi 00;Cu'0uCP Cross Street: Phone No.: Bldg.Permit#: y33 ay email: Tax Map District: 1000 Section: 11 $ Block: Lot: -3 BRIEF OF WORK (Please Print Clearly) :3©o® 56< Ff 14vu5r, Circle All Th i Is job ready for inspection?: YES / tO0 Rough In Final Do you need a Temp Certificate?: (9E / NO Issued On 4sem'. Temp Information: (All information required) Service Size lop 3 Ph Size: -300 A #Meters�_ Old Meter# New Service - Fire Reconnect- Flood onnect- Service Reconnected - Underground - Overhead # Underground LateraV 1 2 H Frame Pole Work done on Service? Y N Additional Informatio PAYMENT DUE WITH APPLICATION Request for Inspection FormAs / �0 \�)0 �� REScheck Software Version 4.6.4 Compliance i f! Project Zimmer Residence Energy Code: 2015 IIECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,544 ft2 Glazing Area 12% Climate Zone: 4 (5572 H®®) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Cutchogue,NY o� "_ � ��_. ,.1",'� -d"i J- S�' � � `x 4eX" �� 'V a'n Sy �"rs• y-r. r�y��j Compliance: 9.0%Better Than Code Maximum UA: 345 Your UA: 314 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies "{ •"� ..�:�'- ,.-7.�_ _ ,� _ `fie_ - a - _'�' _ Ceiling 1:Cathedral Ceiling 2,544 35.0 0.0 0.030 76 Wall 1:Wood Frame,16"o.c. 2,256 22.0 0.0 0.056 109 Window 1:Wood Frame:Double Pane with Low-E 264 0.290 77 SHGC:0.29 Door 1:Solid 42 0.300 13 Crawl 1:Solid Concrete or Masonry 1,132 0.0 19.0 0.046 39 Wall height:4.0' Depth below grade:3.0' Insulation depth:4.0' Compliance Statement: The proposed building design described he tr cstw 'With the building plans,specifications,and other calculations submitted with the permit application.The proposed c �err�esjgned to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requ"� eAEStheck Inspection Checklist. Name-Title Sign ture FL14 Date Jy Ny- y+?}�J.`[�S Project Title:Zimmer Residence Report date: 08/26/18 Data filename: Untitled.rck Pagel of 9 a ' wr REScheck Software Version 4"6"4 Inspection i'st Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section dans Verifies! Field Verified # Pre-Inspection/Plan Review Value Value Complies? comments/Assumptions&RegJD 103.1, 'Construction drawings and ❑Complies 103.2 documentation demonstrate '❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal ❑Not Applicable envelope represented on construction documents. 103.1, Construction drawings and ,[]Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for '-❑Not Observable [PR3]1 lighting and mechanical systems. ` ❑Not Applicable Systems serving multiple - , ' '- - - - 1 - --- _-- - - dwelling-units demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr []Does Not [PR2]2 on loads calculated per RCCA Cooling: Cooling: []Not Observable Manual J or other methods -Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Zimmer Residence Report date: 08/26/18 Data filename: Untitled.rck Page 2 of 9 ins" -PI -1uew �-',Fi6ldVerifidd- % Vdirifidd, q!�pec 'Fburfdatldn'j t" t/Assumption a 402.2.11 Unvented crawl space wall R- R- Elcomplies See the Envelope Assemblies [F07]1 !insulation R-value. R- R- T31)oes Not :table for values. i UNot Observable :,E]Not Applicable n, A 303.2 ;Unvented crawl space wall 't El Complies [FO8]1 !insulation installed per M E]Does Not L ' !manufacturer's instructions. h,a 5- ONot Observable E]NoL App igul rw'-541112 ficable 402.2.11 Unvented crawl space continuous Apl M E]Complies Y 5 [F09]1 (vapor retarder installed over EIDoes Not ;exposed earth• inints overlapped5— :by 6 in.and sealed,ext least 6 in,up and attached Applicable wall. 402.2.11 :Unvented crawl space wall in. µ in. illComplies ,See the Envelope Assemblies [FOI0]I :insulation depth of burial or ElDoes Not table for values. :distance from top of wall. UNot Observable !,[]Not Applicable EICOMPI to protect exposed e DDoes Not A protective covering is installed "R, jrs . es insulation and extends a minimum of 6 in. below grade. EINot Observable EIN-z;,A 403, Snow-and ice-melting system MEIComplies ,LF controls installed. L-JDoeS Not EINot Ohservable ONot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) w2 Medium Impact(Tier 2) 3-1 Low Impact(Tier3) Project Title: Zimmer Residence Report date: Oe,2f,,,!? Un'-Aled.rck n- .-ge 3 of 9 Section- _';?, a' Plans VeAftei F h6./.�Rdijcjhz ,~Complies?__ C6inmeiitslki�slqmptlions';� U 4 a—e D idq- U_ U_ Ecomplies ;See tl�l Envelope Assemblies 402.1.1, Moor U-factor. I :table for values. 402.3.4 :[]Does Not [FR:L]1 ONot Observable 1.ElNot Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U_ ElComplies ;See the Envelope Assemblies 402.3.1, average). ;[]Does Not ;table for values. 402.3.3, UNot Observable 402_3�6, 40:2.5 t]NUL AppiiLdble [FR2]1 T!, :30, Cts W4 [FR4]1 !are determined in accordance LJDoes Not ;with the NFRC test procedure or El NotObservable taken from the default table. ,-,,E] Not APP llc able 402.4.1.1 ;,Air barrier and thermal barrier P;,.1.,,.,T1complies kO LJ [FPI,23]1 :installed per manufacturer's ❑Does Not tiiii :instructions. Uj Observable Not Applicable 402.4.3 :Fenestration that is not site built ElComplies ,3 [FR20]1 :is listed and labeled as meeting -E]DoesNot ;AAMA WD" "IsV�nc n/-AA40 V Not Observable or has infiltration rates per NFRC �400 that do not exceed '-,E]Not Applicable ,limits. A es 11161k�,� sealed at housingfinteri6-r finish ",",K ,""�10Does Not Tlll,' ,,':,-�'and labeled to indicate<_2.0 cfM 0,;11- .1 1-- []Not Observable leakage at 75 Pa. Applicable 403.2.1 i;Supply and return ducts in attics "'';'`={❑Complies [FR12]1 :insulated>= R-8 where duct is "" E]Does Not >=3 inches in diameter and>= 00 NZINot Observable IMUL MPP11L :R-6 7D J -zpplyand ble 1return ducts in other portions of W, :,the building insulated>= R-6 for ;diameter>=3 inches and R-4.2 :for<3 inches in diameter. ,n 'T, ,Building cavities are not used as ioComplies [F`R'1513V' ducts or plenums. Not M�p E]Not Observable 1 403.4, R- R- MHVAC piping conveying fluids ;E]Complies above 105 9F or chilled fluids :E]Does Not bt xelow 55 QF are insulated to a!R- 3. UN:' --ble :E]Not Applicable "ji-,'11> -,"I"Elcorn 403.4.1 Protection of insulation on HVAC plies [FR24]1 �plping. LJDoes Not 171Not Observable []Not Applicable 403Z_,3V,',`!1 Hot mi=,far ninpq arp inqiflated to R- R-, I " . �' " — :LJComplies U oes Not :[--]Not Observable X,'V;7", _e 311 ;[]Not Applicable [FR19]?,i-,.�;,installed on all outdoor airtt E]Does Not intakes and exhausts. []Not Observable EINC&A-,I;rable I I IHigh Impact(Tier 1) 1F- I Medium Impact(Tier 2) 13']Low Impact(Tier 3) Rc7- Data filename: Untitl--d.rcl,, Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) .2 Medium Impact(Tier 2) 3, Low impad(Tier 3) Project Title: Zimmer Residence Report date- 08126!18 Lata filPnam. e: Untitled.rck PaOe 5 of 9 9MMept$JA,'s stim'0�1 ons,, P,1 7 • Q C El All installed insulation is labeledlCq lies Comp V, [IN,f3J2Mh`or the installed R-values ElDoes Not provided. -�,4,%�4�'E]Not Observable 31 -,LJNot Applicable 402.1.1, Mall insulation R-value.If this is a;, R- R- E]Complies ;,See the Envelope Assemblies 402.2.5, j mass wall with at least 1/z of the Wood table for values. 402.2.6 (wall insulation on the wall El Wo R Wood ';[]Does Not I E] mass E] mass [IN3]1 !exterior,the exterior insulation ;,[]Not Observable : Steel requirement applies(FR10). E] Steel E]Not Applicable 303.2 Mall insulation is installed per [IN4]1 :manufacturer's instructions. M g Does Not %.g�L]Not Observable ONot Applicable Additional Comments/Assumptions: 11 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) lz:3,,I Low Impact(Tier 3) Project Title: Zimmer Residence Report date: 08/26/18 Data filename: Untitled.rck Page 6 of '— � � Data filename: Untitled'rck � Page 7of 9 \/ / ' Project Title: Zimmer Residence Report date: 08/26/18 "2, 4, g ANA Compliance certificate posted. 'EIC mplies; o E]Does Not EINot Observable EINot Applicable Manufacturer, manuals for LlComplies [11,118j3�,,;��'�--,;mechanical and water 'J []Does Not 9 :;:;''f'~ ';;s - isysterns have been provided. ONot Observable []Not Applicable Additional Conlrdents/Assumptions. I High Impact(Tier 1) --F,,—TMedium—Impact(Tier 2) --FTLow Impact(Tier 3) Project Title:'Zimmer Residence Report date: 08/26/18 Data filename: Untitied.rck Page 9 of 9 SURVEY OF LOT 57 s 'AMENDED MAP 'A' OF NASSAU POINT' �s FILED AUG. 16, 1922 , FILE X0, 166 AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, AY �n 1000-118-04-0 SCALE: '— 40' JANUARY 24, 2013 FEBRUARY 06, 2010 APRIL Vii, 2016' (REWSIDNq) i U NG DKELLINC 56 ER) OaF EL1.5 WATER) u-nun. n ci (PUBUC WATER) tpURL1G POLE', RETAfNNG WALL W r upoTy 94 PON 7.4 A 4 p PRcp, ROOF m ,..�� - FE., qac s �� m 1 F 0.6 $.R.F. ' ;' „�... � N c EL.17.3 16.E n m wG yyA(ER , . } R LA C t M11 PAT10 m DOELLINC LOT 7 (ISO APPARENT PUBLIC WATEp 11 1NFLL �9 Tgs n ! I-ATTICf A/C POLE ��'3" � PROP ON �-fit: UT1U ARAM ADDS {} IaA POLE �•W EXIS77NG SEP77C cm EL.16.6 .... S82•®G'®o (1) 900 GALLON SEP77C TAW ' (1) 8'0 X 12 DEEP LEACHING POOL WELL ©wELLiNG LOT 58 ARENT PU�UO WATER ) +DWELLING (N® APP (NO APPARENT PUBLIC WATER ) (WELL UNKNO Kn) TEST TLE DA TA McDONAW GEOSCIENCE ,.�.�-~" DARK EROV11V LOA; :OL C7 � AKA OROI�N VLTY SANG SM u RoAxli , PALE BROW nW SAND SP 1 MONUMENT N, UC, NO 496ff ANY ALTMA 17ON OR AD0177ON TO MIS SURVEY IS A WOLA7TON AREA= 38,93-1 Sq.ft. ? �`A7ER IN PALE EROWI ME SAND SP PECONIC SURVEYORS, P.C. Or SEC77ON 7209OF THE NEN YMK STATE EDUCA77M LACY ' EXCEPT'AS PER SEC770N 7209•-SUBDIWSION ,2. ALL CER77FICAVOMS TO TIE LINES 1T` (631) 765-5020 FAX (6.751) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF NOTV NO WATER ENCOUNTERED P.O. BOX 609 SAID MAP OR COPIES ,SEAR 774E IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER .STREET KHOSC SIONATUR,?E APPEARS IIERE"ON. 13-110 SOUINOLC7, ISI.�: 117`! 0 ' f� t C� o M n SURVEY OF LOT 57 'AMENDED MAP 'A' OF NASSAU POINT' FILED AUG. 16, 1922, FILL' NO. 156 AT NA SSA U POINT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-118-04-03 SCALE: 1' 40' JANUARY 24, 2013 FEBRUARY 06, 2018 APRIL 4, 2018 (REVISIONS) MARCH 29, 2019 (FOUND. LOC.) 1a1� DWELLING o 385.50 CMF 16 ' ELI-5 DWELLING 56 LOT � cn 6 1 (PUBLIC WATER) UTILITY WALL STKDE. 0.75. b (PUBLIC WATER) (PUB POLE RETAINING C E i N o b mcs UTILITY 34.0 = O 6k- 1 -- EL.17.2 N82.00'OOME POLE S.R.F. �Py o �y v Iii FE.. 1y 0.6 S• S.R.F. m �' `I CMF CK c 1� EL.17.3 ��. 16.5 32.0' m I+r� GRP 30.3- SA 0.3' v1 Z i FOUNDATION 1��3t.fi \y O WATER p�l LOCATION �( % o W p METER OR��,`� 6.4' BLDG UCT10N o `EXISDCONC. \ N r- (OJ1r CONSTR PARTIAL U1 cn w BLOCY,ON EL.16.8; i \ a c �' NL 26.6' FOUNDA o DWELLING P 27.8' � '' GR�" LOT 57 EL15.6 (NO APPARENT PUBLIC WATER ) 4 > EL-16.4 WELL ® O O TEST HOLE ® " ❑ STONE h �4 12 -. • LATTICE AIC PATIO o UTIPO E--\LITY EL.-16.5 393.22 FE. O O !` UTILITY O POLE ow CM EL.16.6 S82.00'O0 O tlil ® WELL DWELLING LOT 58 WATER EL..IZO No APPARENT PUBLIC DWELLING ( (NO APPARENT PUBLIC WATER ) (WELL UNKNOWN) 0 J TEST HOLE DATA MCDONALD GEOSCIENCE 01/02/2018 TER LA) ARK BROWN LOAM OL CLEARTA 1. ' RpAD (AKA• BROWN SILTY SAND SM T HILL Or t,jEtA PALE BROWN FlNE SAND SP ■ = MONUMENT u }' ts' ' ,�:�.- _."W� LIC. N0. 49618 ANY AL7ERA110N OR ADDIAON TO THIS SURVEY IS A VIOLATION AREA= 38 931 S ft WATER IN PALE BROWN FlNE SAND SP OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. Sq.ft. P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER7IF/CATIONS TO TIE LINES 17' (631) 76 1'So2d,;FAx (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY IF NOTE.• NO WA7FR ENCOUNTERED P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 13-110 SURVEY OF NLOT 57 'AMENDED MAP 'A' OF NASSAU POINT' FILED AUG. 16, 1922, FILE NO. 156 AT NA SSA U POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-118-04-03 SCALE: 1'= 40' JANUARY 24, 2013 FEBRUARY 06, 2018 APRIL 4, 2018 (REWISIONS) MARCH 29, 2019 (FOUND. LOC.) OCTOBER 2, 2019 (FINAL) 1 1 it i DWELLING 14 1 , OCT 10 2�i3 DWELLING 56 385.50 CMF ,6 1 EL1.5 LO rn (PUBLIC WATER) (pUBL1C WAR) UTILITY SONE - ' �, f _ is STKDE• FE•F�. I b POLE-- RETAINING WALL 0 7 g. ti o UTILITY j 34.3' lDWt A N b4z ^. E ` EL.17.2 '00"E POLE S.R.F. �DW� 11 w 1 D O N82'00 R/0 STONE o I v I (TI FE, CB �.�P� PORCH 1 I� 0.6 S. 1 I m CMF S.R.F. 1 OR I EL.17.3 G�P�\' r-----J 16.5' STONE STEP CK 7, I m r� (IBUILDING-4 30.3 � OVERHANG 11 HORFAR• USE E i \ cmgv ' O WATER O 0METER R/0 STONE & 1 6.4FF= • SCREENED CB CONC. & GGo(j N N CONC./STONE • PORCH1 DWELLING 1 26.6' STONE & p' LOT ` 1 B 27.8 1 CONC. PATIO (NO APPARENT PUBLIC WATER ) i -Ace NITS !- EL15.6 1 ® _. WDWN EL.16.4 WELL O NE 0 �• TEST 1i0-E @ �_i -� r I B UTILITY EL.•16 5 , LATTIFE 0o POLE 1 393.22 y ' \ UTILITY I z POLE CM EL-16.6 S82000�00"W rV (8) WELL DWE.LING 58 yyATER DWELLING ) EL.17.0 (NO APPARENT. PUBLIC (NO APPARENT PUBLIC WATER ) (WELL UNKNOWN) 0 KEY Q = REBAR ® = WE'LL TEST HOLE DATA ® = STAKE MCDONALD GEOSCIENCE � = TEST HOLE 01/02/2018 • = PIPE A,� DARK BROWN LOAM OL ® = MONUMENT (.,LEA 1'0' R WETLAND FLAG L ROAD (AKA. BROWN SILTY SA14D SM T IL � Tv H s• CSF" "t.t`•ri:�),�n•.,�1 = U77LI TY POLE 6 HYDRANT PALE BROWN FINE SAND SP t ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLA71ON OF 16' :�•,`�,._. ``. S. LIC. NO. 49618 SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AREA= 38,931 Sq.ft. WATER IN PALE BROWN FlNE SAND SP PECON/C,,"SURVE'YORS, P.C. AS PER SECTION 7209-SUBDIVISION 2. ALL CER77nCA77ONS HEREON TO TIE LIVES 17� 631 y65=5020 FAX ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP ( ) (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE NOTE: NO WA7ER ENCOUNTERED P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 13-110 } CONTRACTOR TO HIRE HERS RATER TO PERFOM A BLOWER DOOR TEST.ALL NON- f' COMPLIANCE TO BE CORRECT BY CONTRACTOR BEFORE FINAL PAYMENT IS PAID BY OWNER --------------- �• .7 e f ALL MATERIALS TO BE FORMALDHEYDE FREE.ALL MATERIALS TO BE INSTALLED PER. ' MANUFACTURERS WRITTEN INSTRUCTIONS.ALL INSTALLATIONS TO BE PER COD f,f Notes: Owner to provide all building permits and survey.Contractor to supply certificate of project close out from a!1 bureaucracy's. f V -occupancy and p I cY' See Peconic Surveyors survey and Joseph Fischetti site plan for approved site work. Owner to prepare site for construction by removing plants.All other preparation to be by s r ---- contractor. -- + 4 i Contractor to have all permits and prepare site for construction,including slit fence,hay (� �. --=- �..__.-._._-_....•-- bales,drainage systems,fill,etc. t g { Construction site to be in a clean and organized condition at all time, Remove rubbish and E ___ __ -• contain trash in a dumpster. Protect existing city water line,install new underground 400 amp electrical service,install 1,000 gallon buried gas tank,install generator and out door shower.Review all with owner. ' terraces, t stoops set in concrete,and stone layout to be reviewed w stone err c , p p owner. r Blue sto s steps,s an oJ new driveway Installed to mate existing lues stone in .,__�Gb(�-ST _•.�•�- \ .'�-- i (3�;�,,� .� �4<� � Existing driveway to be repaired,and d ay' hex" 'ng b -r , \ ;�; :i . ,RC and oil driveway. t STS , F� .. h 7�] r k. , DRAWN BY:JFAY I JOSEPHF6GHETTI, STORM WATER MANAGEMENT PLAN 4_ -� I ' ' 1 ` MARCH 71 2018 PROFFESIONAL ENGINEER 7525 NASSAU POINT ROAD P.O. BOX 616 SOUTHOLD, ,��,, �, -,` _ _ � •--- . GU�'CHOGUE, NY. 11935 NY, i 1 X71 ._. s .-. .... i •r .. .. r E:,.�'' c -r''-t-� 5�AL - 1.765-2954...-_.. 1000--118-04-0 --- - CTIAPTER `T3B COMPLUTTCS DAIS X6{2019 JOSE=FITTI,PEeltNxext 6PIJI1 APf9.ICAf1T .Y.S523,0 1_7 _',\ G - NAY eARANhgI, * B(OIIYIP A Otump i Ufa�� SCLY.kv,tt9»_ [r'• _ NASSAU POEM ROAD "mmoom Dam� Nr 1t03oADIX( a�-.nte r t47 +.;• I = I CC'+5ltrtlrp0.•=CNTRA.JCC_TC!7FDA11DY I lllll 11 ... yt l _,... 1 CR r,fPr,•AIAiC� p(I"51' PLUMBER CERTlFICA, TI N / -. -- - " t,� C CC FOR ORA.hA,.[, C -•ac I_.-. >_ -' f r -._' M Np16 '_4 • r FILL TOt B•(N:,,J A!!o 2'11P�f ACF ON LEAD CONTENT BEF RE.�' CERTIFICATE OF OCCUPAN01Y SOLDER USED IN WA T µ _.__ 1S _..._. __ _.. /---_ �.__ ... . = r r� , -' .. -}4•.. I ..110AC t1a7T110011Ab! _,._.__.._.......,._..4,.. �� , .....1 - hA ANN T ,�` ,' _? { I ,/ • . ,, - _ k.._.._.._ p t, t7 � ,_ . ..._..... , SUPPLY SYSTEM C (\ 1 TIE �• 1^L^ ..... t � EXCEED 2/10 OF i%LE D. � ` NAreN1.ANONq✓ "-C{S45TFIfCf10t=CNMA!1 -P y � tt OuvoAT:cs a couRACT[o D �`j' ell 11Cttt6 / S� CICh•7 OR N.Y.$TAT C 0 0 1 ACP�-Ct,:O q C A .. rnl lo+!'i� AMW CX-S10.y GRACt FOR CPArWCC, DWELLING ./'� _ f%J t I .r,,,._-•.'-, t j { .•` CRORB eEC:T10N .. inu { rl ! \\\ `t j MMPCRARYCONSTRUCTION ENTRANCE LLIC WATER Ty i 385.50' „ e lop ,i' j _ i .�._...__ _ .. `a-_- - \ .euc xrs (P POLE•_'_ W-AWO WALLP _ 0, PLUMBING 1 P �t ---` " — -- - C lttt888- I x - 5 N$2 0 uzTM $Ri. apt Rpina+ o v �h� LT �Jtt 'NG WASTE ; ` ' �_= fL17.2 CO,a NE �POdr' � 0 WAuc 24,4 DO NOT PROCEED WI H /� ALL'PLU B j� I r, o.es as • ly _ FRAMING UNTIL SURVEY � %&.WATER LINES NEED• T' c ��/!:° z '`"--, ' - �'li'NG.EE RE C011E. ING '• � -..� '`�^� � � � Q.R.F. -----"" � p o.> '• � rh OF,FOUNDATION LOCATION TE" _ �+ f,,�3 t T. a'I! 7 LOT 57 Y ,e��Lvtit PT HAS BEEN'APPRO - I � � L � � � i I. -`-------_+'ru.a• ,� !ya 4 IdAEtD; ►'t �('� . f �/ .._ z per, O OCCUPANCY OR . +f�.w �Fe lapseA( n �r PAna UNLAWFUL ,� �'' Lam„ _. �,ch` N � �L�� ., L �.e• oL USE IS PERSPECTIVE VIEW cl:*4`s NOBLE „�,A� APP OVED AS DOTED e�Ai�Nn , An WI�'HOUT CERTIFCA i► �- T ��"1, �� G� ,b6® 5;00 ,2 , ( -7i ” I Y `t�'� 393.22' urn DATE: B.P. 3 ( ! ..e y o I O u»un (p(PORucY�aIV `� Rao OF. OCCUPANCY I:I .. : ,- iMOVlNR1RlFCNCt cur C" 2•p0'00"W REL t FEE: BY: �t TJ ...,e,Tk,wTL ski �e.e ______ss `; �.C�N -13 NOTIFY BUILDING DEPARTMENT AT �T°Ru°"' _ - �..w y ( nremnruaorN 4 - 765-18 8 AM TO 4 PM FOR THE - .. --•�.-- '�``�'-'.A`-_".-."".,r--� FOLLOWING INSPECTIONS: "IN.P wo RRC,rgp �, ,.• '� LOT 58 k.1 _ zo bnv (NO APPARENT PUBLIC WATER ) . Nt1lCf 1. FOUNDATION - TWO REQUIRED wwxuaoRAauoeARlA TRIUSS PLACARDING REQUIRED ,R AGtl r,NMIARC!!C FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ^ --- $..�..DETAIL_. . 111 ? 3. INSULATION ,� .- ; ' \ � - SILT PENCE DETAILS, b 4. FINAL - CONSTRUCTION MUSTBE COMPLETE FOR C.O. f +� iELE - "] � �Ifc► �=. 11 :. ALL CONSTRUCTION SHALL MEET THE INSPECTION " .�- n " ON REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR nn�� _ -. .. _ . _ DESIGN OR CONSTRUCTION ERRORS. k— e•nor.aE4.7 as L I reparatl (� LONroi*f taurl _ S i r A snA:r aCu rAtx i COMPLY WITH ALL CODES OF „�. „ �,l�•LNaA�rEC aeA ISOO N•ttAigrER r. a uired b—_y - k rceoE RK STATE & TOWN CODES `"' '"� nn w+rc NEW YO - ` � AS REQUIRED AND CONDITIONS OF NYS Code f]I ►� STORM WA71'a DESIGN ._.. f .. , —ie'nurY HOUSE'FOOTPRINT e x707 SOFT• � , CIACARWATER 1 , OIVALD GEOSC/E DATA i ttt _ rz,aw.a. .a a 6,J3GE SOUTHOLD TOWN ZBA rrE. .ncK 370 of X 2'X 1 •�T ROA • _ �` 617.33 42.22 a �•UTI II'L N ' 14.63 V of B'0 DRY WELLS j V 0 110 2/2 0 1 8 - rttaicAs im+Tn ® USE(4)810 X 4'DEEP DRY WELLS DARK BRDISN LOAM OL SOUTHOLD TOWN TRUSTEES310��TEY'd0®r - 1•D, 1 UPPER DRIVEWAY � � �14 ��Aµsyk STORMWAATER MANAGEMENT CONTROL PLAN •�- .. rn r<;ras. 600 60x2 A-600 C.F. OWN SILTY SAND SI/ ._ N.Y.S.DEC •rid ducttorl _ .� 142.22- 142 LF SCALE, 1 =40 . - - B• USE(2)8'0 x 8'DEEP DRY WEZLS- 16 LF � •; -- ENTRANCE DRA MAY PACE BROWN RNE SAND SP testing required. Typical Section a Leaching Pool I 8'X 170'- 1360 S.F. x 2-a 226.6 C-r 226.6142.22 w 5.J LF IAT 57 re O USE(1) 80 x 6'DEEP DRY WELL aAMF'NIJED M� •A' OF NASSAU I�DINT" WATER IN PALE BROWN ME SAND SA PHZD AUG. 16, 1922. FILE N0.-wo T7' RETAIN STORM WATER RU„DFF AREA- 88,931. S'q.IPL NOTE. NO WATER ENC0/N7ERED F.t TO TIE LTNE.S' r I � ,N� _ J ? d v l � �d PURSUANT TO CHAPTER 236 A rb P OFTHE TOWN CODE. ...._._......... ..................._._... ..... .. ..,.:.-. ...._._..___....-__ ... .....___._..........' _._ _............._..... -- _.-._.... _._...,.--' -- __.._. ............._ :- • TABLE a>:CONTENTS: _._ ----_._ ._..__.. -_... _.. -_ . ..... .___-- _: PAGE• TOPIC: � • Al EXISTISTING CONDITIONS PLAN DEMOLITION NOTES SITE PIAN A2 EXISTISTING EXTERIOR ELEVATIONS A3 FOUNDATION PLAN HOLLOW COLUMN UPLIFT CONECTIONS A4 IST FLOOR PLAN,CORNER HOLD DOWN,PLUMBING SCHEMATIC,SQUARE FOOTAGE AS EXTERIOR ELEVA-17IONS,WIND-BORNE PROTECTION,EXTERIOR FINISH NOTIES _ RIOR ELEVATIONS low ROOF MAN,GREAT ROOM CEILING PIAN AND COLING FINISHES I D•�'iFr, � �4- --1- A-9 ►: 1: - -�ci vtttltl�sl,� A7 r , 4 S TJ T E R AND S U T E R __._._ t..1S t _ Jf� _.. _—__ �� /� II.K.rS 'r y-`-'1� i �'�- ” ' N� AB SECTION A-A GREAT ROOM AND PORCH,STEEL STRONG WALL,INTERIOR Fl NOTES -..._ t� I _ I r., ( 4} _.___..____..._ N.Y S.RESIDENTIAL CODE BOILER PLATE PAGE �;'Y "1� :�°"roe •.A R'C H I T E CT URE LANDSCAPE D E S I G N _ _....____.._-.__.:._.___ ---�- C�. `. . �I ./Vt _7T�c�" ;tr R �,n rT. ._ __ -_ 1-S�U _ _.— _- t''-' - A10 BOARD AND BATTON DETAILS PLUMBING SCHEDULE ?'g E 1<r � b (�� !'''[t �"1! A-11 FIREPLACE DETAIL TRIM DETAILS BATHS#2&#3 DETAILS AND INTERIOR ELEVATIONS ,,,;,,,:.-, �•-..--°.r'.'�L\ .3�+,,,.._. +_...J .�+__.�..__ � __ .``� 3 ( � -1 ��t.,.kt3:"�V.�_�� .�..,... _��C-�-�I ,_____ _-_,_ } Al2 MASTER BATH#1 LAUNDRY ROOM &SLING PANEL DETAILS AND INTERIORLEVAnoNs � I,';,-,-;•�;` t � '--- v ,.^,� P.O. BOX 1709 124 JESSUP AVENUE QUOGUE NEW YORK 11959 _ I A13 KITCHEN ELEVATIONS$APPLIANCE SCHEDULE E-14 ELECTRICAL CELLAR PLAN S' :- % �` , ` PHONE G31-653-3877 suterandsuter@ ail.com �� „. E-l5 ELECTRICAL IST FLOOR PLAN AND ELECMICAL SCHEDULE � 7 /��\ _.. / i - ELLA _ - - . H 16 HVAC C R PLAN �•�a; '�_ �GA-�C31\,j� i H-17 HVAC IST FLOOR PLAN AND NOTES J 1 s R iI i 1 t Y f 11 _ l ' I iI • f ' ,._....__..._—,...,;a:.•c.u..a:rxv:e'-.r __nx•_••*-+mauu:r._:x..__.... ,....................__.. .... - _._. ._.._ - _ _•-_..__-,.-.___..-,,..__.___.....__• _ __' _'_'___'-__ __,�...__..... .--...--..-. - - - .,._.v«.-...._ - ,_+..._.��..__ _ _..._.. 7 • tb. , E P L t- -q_ j_- i _ TABLE OF CONTENT'S: PAGE: TOPIC: -----. —.--- ---- ---- — Al EXISTISTING CONDITIONS PLAN,DEMOLITION,NOTES,SITE PLAN — - _., _ .......... A2...... ........._..__. .._ _____.. -.—: + A2 EXISTISTING EXTERIOR ELEVATIONS i A3 FOUNDATION PLAN,HOLLOW COLUMN UPLIFT CONECTIONS { A4 IST FLOOR PLAN,CORNER HOLD DOWN,PLUMBING SCHEMATIC SQUARE FOOTAGE AS EXTERIOR ELEVATIONS,WIND-BORNE PROTECTION,EXTERIOR FINISH NOTES { A6 EXTERIOR ELEVATIONS — I A7 ROOF PLAN,GREAT ROOM CEILING PLAN AND CEILING FINISHES AS SECTION A-A GREAT ROOM AND PORCH STEEL STRONG WALL INTERIOR FINISH NOTES A-9 N.V.S.RESIDENTIAL CODE,BOILER PLATE PAGE ! A10 BOARD AND BATTON DETAILS,PLUMBING SCHEDULE A-11 FIREPLACE DETAIL,TRIM DETAILS,BATHS#2&#3 DETAILS AND INTERIOR ELEVATIONS { Al2 MASTER BATH#1,LAUNDRY ROOM,&SLING PANEL DETAILS AND INTERIOR ELEVATIONS ~ . ! A13 KITCHEN ELEVATIONS&APPLIANCE SCHEDULE E-14 ELECTRICAL CELLAR PLAN E-15 ELECTRICAL IST FLOOR PLAN AND ELECTRICAL SCHEDULE # H-16 HVAC CELLAR PLAN i ! H-17 HVAC IST FLOOR PLAN AND NOTES S lU T E R AND S U 7[' R ARC- HITECTURE LANDSCAPE DESIGN �4 i P.O. BOX 1709 124 �SSUP AVENUE UOGUE NEW YORK 11959 arm PHONE 631-653-3877 suterandsuterC@gmall.-corn f � , ,t ,lGd' --- cit OLLOW',COLUMN UPLIFT COARN ' 'CTION .T,/ L G-'._. V.._G.-'i"r. ......_.,.�._-G._2...G..._m... ._.... � Bnoaamctt on Alluvrrih ln 133cnctPlate w2bW Anchor 1Mn Min Mtn AlloaleAor Tension Con DfaR IIIB;I Embed Anchor End Edo Dta Length Dtsl. Dist. Loads Mt3ot No. hnnrin Foa2U00 s ,..,.•.; ittnlnttnUan 1 �— • r�. '•a S/4 41/4 Q'/o 6% 31/2 2650 BP'/,, V3,14 ' �,,•-"'� t/z 144'/a /a 6' 6% 13l4 1920 L'fi72013n 5/a 3/c $ 7 7/2 TT22 Hilt "'`'3• ' R aoao •H " . Dnubfe 2% �S 4 f • _..__,._ _ _ `!`, _,. t/V _ n ` ` S/n 3!4 12 14 7'/x iy/a 28n0 BP5/n t'tltkti i t ^" -`" minf i/n ESS/. n1/a 101/ 5 6115 -- r mum 1 BP'/� d•fUi) for header w� — .- - - 1`-r. "G, l �/a lib 8�/. n�/a itl'/o a'/z Bs�3/a d=ltift �--�" orrbecim- f `_�:�JNi} _ �1�I �i,' 1 7/ i1/ n 7nn� , r - ` S �+ _ n ' a`4 9:, `n 50 BP/n filtlt}s t 1 i �`V:1 17/2 i t a r _ / 15/ r t f z � 4 BP/n tt4fltl• 17, :r�.� 4,PA k 13P1 7100 A74., JJ Wk t i. �t I ` _ , _i. t� i,Attotvabte toads tc,'�',d suc+tgth hrr.hascd on A,I.nads ma bneott an Ando A 3DTJ"M'1t11tt Threaded Rod Ft ` "'' �•^ ___ �`�- _ ____ ...........5• lL, { �. W_.1�''I"�"'E�-� __�,.�'_�`�P•_••�_._'..�(.r''�,,�.. - � lac of saiory of to Eton the .rngn ullhrratr. ihEaartr.d turf. — ' _- - - - --• load.(actor may no]betlncraoscJ fnr food 11i.III,fnyEtrt urn onset)on Fc[equal In fl'.'t prf. �' $�. a..� .••. t L... -4 , CN Coupler Nut • i [ 10 _„___. _... .._ ... ._...V '- �r.,-_.. G _ 1 �_ _ _...,... uratinn. Allmanhlnlohdn for olhorspcclusotiE,llip ON 2.For two pour condition,tncrrasc anrhEn Icgt}1h nd gnlnil to Cglln, c ` t _ _....._. .. i, and cmUadmcnt depili 4 , t c '1; _ ?— — �-- p O,Sno Itpitrntnl Innlhltallari• Minimum end I , - E i ; J.Cauptcr nu}in be h 307 or hrltrr, i,l'm rpuxy hildiol 1pa,ruler to pagpE a, distance to �/ } ccs a b e and Cot -. __ _(f _ _ — _- _:: l t)I}llnf1141 fit 1f11 __- 11t r! Ian 1 �'1.s - - — --- -�f�— t __ C X'. J �.. /d... �llt �t►J _....... t i+1t+tnErn 0r 11'1722 wttlnWoo 131,1101)will) r it' ;Wll nft3ftttrn faoto ncl .,, t toltnt fir Ir .ndor. t=ST+= 17, ri : Rt��':: ��, -- _ ��-•- __•_;f'a�w_ �J�!�C: __ t Ccs uT .._:tCT�::. Q. . s ; i j ? .- ..--_. ... _ ,.. ._-,_... � � ? -d ; {� �� (.�•-�• �.`- CSS T'_ . nn �f ►� 4 a� ._�...��---r �cIJ�c:`�`�c��C - __• -. ._. _. _. ..-___.;._ _ _ _.. ;k -, _ off.._-•__._��._ -_.�i.�€'€`r,�cS�t�__.fid__..��_ __� _ . '�A�"�.. _ }� .-_ c^ ;t' w�-� �!�;t......_.�... � ; :...:.. F - ti � � _ ��'f�c' s } 2�G 1 Girl' •`' i,�.'� E IIS -- -- TABLE OF CONTENTS: PAGE: "TOPIC' ----.-_._._.-...-_.... ._ Al EX15TiSTING CONDITIONS PIAN,DEM OLMON NOTES,SITE PIAN ..- '' /� �T"4 _•._ ? A2 EX451ISTING EXTERIOR ELEVATIONS A3 FOUNDATION PLAN,HOLLOW COLUMN UPLIFT CONECTIONS A4 1ST FLOOR PLAN,CORNER HOLD DOWN,PLUMBING SCHEMATIC,SQUARE FOOTAGE A5 EXTERIOR ELEVATIONS,WND-BORNE PROTECTION,EXTERIOR FINISH NOTES AG EXTERIOR ELEVATIONS - --- --- - —--- -- •A7 ROOF PLAN,GREAT ROOM CEILING PLAN AND CEILING FINISHES •.. t A8 SECTION A-A GREAT ROOM AND PORCH STEEL STRONG WALL INTERIOR FINISH NOTES - A-9 N.Y.S.RESIDENTIAL CODE,BOILER PLATE PAGE Aid BOARD AND BATTON DETAILS PLUMBING SCHEDULE i A-11 FIREPLACE DE'T'AIL,TRIM DETAILS.BATHS#2&#3 DETAILS AND INTERIOR ELEVATIONS 1 _Al2 MASTER BATH N1,1AUNDRY ROOM,&SLING PANEL DETAILS AND INTERIOR ELEVATIONS A13 KITCHEN ELEVATIONS&APPLIANCE SCHEDULE E-14 ELECTRICAL CELLAR PLAN E-15 ELECTRICAL 15T FLOOR PLAN AND ELECTRICAL SCHEDULE HVAC CELLAR PIAN AND NOTES - -•- - -- ::_ _ _.. -^�-- VAC 15T FLOOR S ci =3f`--� \P(�C ``_CQE4' "1.i1 - k �` E I� 14ND S U �' E R _�_p ?t__. _ ._.._.. ©_.. . c�_ '... ::,. %L. . _ .... ... ... . . � a �f• �,,, _ -- - , ARCHITECTURE LANDSCAPE DESIGN -~ �, • l+2T J .. _ -�- :Pct C. ;l ”:.P'� ._.SCJ--�� -P.O. BOX 1749 124 TESSUP MUMOUOGM, NEW YORK 11959 _�` : .... PHONE 631-653-3877 suterandsuter@gmail.com k • r - - N4 _ f4 Figure.3.8a Corner Stud Hfolddown L 2 Detail 3-Studs With Blocking. j „ t Blocking at 24"D.C.44 f -F , IZN Sidewall z Holddown F 2-16d Common tnails at 10"D.C. j , t __ _ _ transfer 6 corner sfu Connected to w _ � t � - .. -.. ,..... . ... ��. � �-•. f ,.,,,..,.^ _.__ ...3._....... . ......__- - - _ ;,,,..... # � tans•er s ear �h - a r. Oslo _.. 4 - IItRPITT- f . 1, --_---- _ ,.- - , -.7 . . , . � � ; j . : _arc_ ..�':�-•.�. ��.. _-. . :A�12• �`� a, t , f 71- (� - , NO k G ,. --A ,^--_—_ -t r �ld r /jIt tt 1 v"� t ..2d If _ C-�'''y,�r•'(�ya'�/�' ,'�'_[____._.•.__ »` � �♦♦ _ter}//\ � � k ---- �tl I �35 , 'f�` fi�.`�^p 7�j�.a:. ��-S({�EUCC�M-_-__...A: - �t�I• ,(rf t-1'G/JLN'G.7,"_" i 7 777 77 _ � . - I t'' �iKEG�I ` �o ` �-o 0,11 t11) ,. lf , 71%l►Nt - q•� - _ Der !, ................................ ._.___: _ Ir f LI V5 fi7-1 _ 3w AQ QN Y r r • I , f / + I��q/!'�p, �N ••. -4, bb_.. .._._ sn, .. C ....:-.•_......... _/j ,}�{wry' ��'''(/ w . p ' ` . . .-.. , _ r _ k ' ., -,�� .r .... mow_•+^. w1.... 1 ... ....._-.... �� .... ...,.,..._...-. ,..___ -..... _.._._. I f 1r'' ___ __ � .. . . `+ TABLE OF CONTENTS: T .- . -- ,,-~- �✓"' .a A .. ,», •,, ,..,,.. PAGE: TOPIC: p+- At EXISTISTING CONDIriONS PLAN DEMOLITION NOTES SITE PLAN . 4__r-� QC1 !'.; (�, } :: .�". 1�^►':':CVim. __ A2 EXISTISTING EXTERIOR ELEVATIONS A3 FOUNDATION FLAN HOLLOW COLUMN UPLIFT CONECTIONS --„;;--_r,” -. - W- _ `•. i A4 1 FLOOR PLAN CORNER HOLD DOWN,PLUMBING SCHEMATIC SQUARE FOOTAGE ..a2 cC`.C�( =C. ', .._t}_ �?........ moi! AS EXTERIOR ELEVATIONS W Cvt� .1 Z _ f.: _._._...._...-:. ` �•1 A6 EXTERIOR ELEVATIONS . IND-BORNE PROTECTION EXTERIOR FINISH NOTES ' . ;, �. - �. ...'�......'� -��......._.. .. r/tit1GS-C�' �.•'�+'rM� .: . .._.: .� � A7 ROOF PLAN GREAT ROOM CEILING PLAN AND CEILING FINISHES AS SECTION A A GREAT ROOM AND PORCH_,STEEL STRONG WALL,INTERIOR FINISH NOTES '"" �' '•` N.Y.S.RESIDENTIAL CODE TI L ER PLATE PAGE •- •- = -- A 9 BOILER i A10 BOARD AND BATTON DETAILS PLUMBING SCHEDULE E -- --•- ---•- - r A-11 FIREPLACE DETAIL,TRIM DETAILS BATHS#2&#3 DETAILS AND INTERIOR ELEVATIONS - r Al2 MASTER BATH#i LAUNDRY ROOM &SL1NG PANEL DETAILS AND INTERIOR ELEVATIONS ----- """-""` ---------- - —----- A13 KITCHEN ELEVATIONS&APPLIANCE SCHEDULE i E•14 ELECTRICAL CELLAR PLAN r E•15 ELECTRICAL 15T FLOOR PLAN AND ELECTRICAL SCHEDULE H-16 HVAC CELLAR PLAN L t .. 1.::.:...: � �✓ H-17 HVAC IST FLOOR PLAN AND NOTES , __... _.....-..._,.. __.._.... ............ ZI S U T E R AND 5 CJ T E :�. _ - r � A R •C H I T E C T U R E " L A N D S'C A P E _ D E S I GNI tf , P.O.BOX 1709 124 LESSUP AVENUE QUOGUE• NEW YOLK 11959 - ` ` t18 4 V PHONE 631-653-3877 suterand 6r@gmail.com I _ ,�1P: t�l/�Q :...SF-{ t�.rES'..... - - -��.J—c�'.c�..t��.:_.:-�t..c�S�'~r' ,�-�.\.c.r..�'�•�..� �c� _ �''""t � S� Q�- - , r WIND-BORNE DEBRIS PROTECTION FASTENING FOR , ' WOOD STRUCTURAL PANELS FOR NON STORM UNITS For Max, 33'-0"_. LEAN R00F HQT HOUSES A.P.A.'SPAN RATED 48124.GRADE 15/32 STRUCTURAL • . r. SHEATHING -OVERLAP-OPENING MIN. 4"T4 ALLOW • . - C_. _• -� ' . •FOR FASTI^i�ER CQNNEC7'ION AND?.X�• . , -f t. SUBSTRATE 'HERE ALL METAL PARTS f _ M • . ' TO BE-GAM OR STAINLESS STEEL.•ALL PANELS, SUQSTRUCTI1ESr Ah1D FASTENERS'• I _ - - -._._ t�____ ..___.____. _..: HOUSE _ T TO $>y H11�}G� FIE • `� J� . s ; � '' --•- �X.�' . �u�'� ;y ''�,,`�' '�''� �.. is ` �'�• tl f i ! (i f MEL I t 1 f ! � � s � �I. •' 1 • ,..�I� • + —— ---•- ._.___._.___..._.__._ --_ . . �•� eft ' . r k' f• ► - TE f f I -��r'"f�''�N-cam- �:._-� 5_'µ._ _._._ _ ,• ��_ ; . .� ✓� •-?� fyi1 � { ;`: . , , : � ;, '• � ` :`_ k ��I ,� �� - ...� .�'... .. .. is � �_.f'..� I �.�:��['u_�"�N�'' .-____._ . . 1--+�• `? � 1'�' ,.� � .1 •ii ',.»_, _4H Ell tft�t-i 1��. -� ; :o:'. { . F f. .. ! • . rft • / ¢ _ !1f' Ii r i f t I .,. } • .. . , ,. ,.... , JL t .I ! r•rf •v 'l ._....._, •�1 terry , t i { '' f . i I _ s _ t ; . � �- 1� _ '`� _ _ _ _.�._ .. ..__ - IIID-BORNF-'pCt3RI PROTrGTION'EAfi7 t4�Na cdCHl=UtIL� I: 1 . t _ � � `� � foRwoaa sTr�ucTue•�A�.nAIvFLs.l � , 1�� ,•• �-. FssTs=wcR sack tt ��•^ , 1 on 4 � ! f `- � f I t`• �... t� J �•- k.:+ � �.U! c t ��• _.... .. .. ._. ...._......................... .._.. ......__._....._. .._. ......_. V�.-J..1..._...I�.tl J. c' an `. �` __=�.• __ 57a ER Pa er ait >'A � P p n• nril. •{lflnalbp 7YP& anet s a G o d fqo,' —i• r t"' - __ _ ___— - t 211 Wb S i at :•. 1Yaod scrat"ts,• • r. l'Vood sormys I f i r . , u L4 �� Y ; - - C.�r 1 - - p . -— _ _•. .. .. a'IY1is els an l 10�tpb%vin edsand 33 fool maalnlnoC$ci'Id b LJ D. , pC v 1111 c?Dt v , f 1 milepertlDur�1 )ctn/t}; _. _ ._......_ 1, •11.rade } ,sho fsuc instsliad at oppasin5 ends o!ti>ti Stood siluctut+l p�11d,1 ____--.... . _ _.._. ... Tial '. a ; c. !s sh�il U�113d common or 12d box nods _ - •�• �ra�.*Q. j} ,��,,©�-ty .` d.Yf'ltcir sotetGs arC attnCircd 1D ntasnnry or luasrnlrylstucct,they she}i Dc S , attochctl utili2ing vi6mtiD»-resisiant v el ors 1 avfn0 a 1 »f»timl ul i1ut� w thdralve capncityn!'4 11 •,••-I • • 'r -rte N, ___—• - f` I ` �t � • fr .. _ /`/" � r '� _. CAPS,CHIMNEY CAP,VALLEY,STEP FLASHING,TRIM CAPS,AND ALL(EXPOSED METAL TO BE ' _ LEAD COATED COPPER _6��. ..._ _ ... _ .._..-..... ._.._ .._........_.N�-S`�t'� :�'+�..1�� ...... '. -=-��-�t��:/4,T. E�:a�� . �.... ,. .. ...... . . __.......... ... MASONRY-FIRPLACE CHIMNEY, RISERS,STAIRS,PORCH,STEPS,TERRACE AND PORCH ' PS TO HAVE GALV STEEL __�-�-�x��:--•v__�_..._ ._�: �::. ,. . y - i � I �.�_ �__ _.� -:�- --�?'�(��o©��'''�.::��: :_..--.. FLOORS-MATERIALS TO BE SELECTED BY OWNER.ALL STONE AT STEPS _.,_. _ ._. . _ ...__ M __.. _.. ... _........ __. .._..r - _. i .OWNER . STRAPS AND REST ON CONCRETE FOOTING OR GALV STEEL ANGLE BELOW GttADE TO 5 E EXISTING BLUE STONE FROM ORIGINAL RE USED 1 • • ELECT STONE. EX STIN OM O IG HOME TO BE - _ RIOR FINISH _ EXTE . � NOTES: ��, ROOF-GAF,ARCHITECTURAL,HD ULTRA,CHARCOAL OVER ICE AND WATER SIDING 5/16"SMOOTH VERTICAL 4'X SHEETS ARCTIC WHITE OVER HENRY BLUESILIN VPBP100 WATER AND AIR VAPOR BARRIER OVER 1/2"SHEATHING BATTONS VERSATEX NOMINAL 2%"X 3/4'� _ _ t 1....._.............__.__._..._..... r+ ,,,. �• � t, j, FASCIA,FRIEZE,RAKE,CORNER BOARD,COLUMN,AND,ALL OTHER TRIM VERSATEX,CLASSIC ' PORCHES,STEALTH ONE PIECE CORNERS WITH HIDDEN FASTENERS IF J • _ - _ P COLUMNS AT - -� -�---.'.._.,::.-C:.._�::.��.,.J�?.��'^._�t�'�•.,. -_ ...._�i ��`.�.� ._`tet-----_�,:�:._:� �__�_�?�..._ __. .. VERSAWRA COL POSSIBLE ` IST-t. .f. .. �- ' ..> _,_........ ..... SOFFIT AND RAKE VERSATEX REVERSIBLE WP4/NICKEL GAP,SMOOTH FIAT SIDE EXPOSED,IX6 WINDOWS AND DOORS ANDERSEN,STORMWATCH A SERIES,COASTAL HARDWARE,LOW E IMPACT RESISTANT GLASS,BLACK EXTERIOR FINISH,PREFINISHED WHITE INTERIOR,CONTEMPORARY FOLDING WHITE HANDLE FOR CASEMENTS, ANVER;S SATIN NICKEL FOR SLIDERS AND SWING DOORS, PERMANENT 7/8"GRILL/FULL DIVIDED LIGHT WITH SPACER BAR.TRU SCENE SCREEN AT LIVING ROOM WING.CONVENTIOAL SCREEN ALL OTHER WINDOWS.SCREEN AND SCREEN DOORS TO BE PROVIDED FOR ALL ANDERSEN UNITS WINDOW AND DOOR TRIM INTEX SURROUND 5/4 X:4 WITH HIDDEN NAILING,AND HISTORIC 5/4 X 4 SILL WITH 311 SILL NOSING,NO APRON ENTRY DOOR TRUSTILE INSULATED FIBERGLASS,2 PANELS,UNIT TO BE SELECTED BY OWNER SIDE DOORS TRUSTILE INSULATED FIBERGLASS 1 GLASS LITE WITH MUTTONS AND 1 FIXED PANEL UNIT TO BE SELECTED BY OWNER GARAGE DOORS CLOPAY,INSULATED OPAGUE GLASS WITH INSULATED BRONZE CLOR FRAME.STEEL s BASED DOOR VENEERED AND PAINTED.INTELLICORE CLADDING,FINAL SELECTIONS BY OWNER. PROVIDE WIND/STORM PANELS PER CODE AND STORE IN GARAGE LASS,LOW E,25 Y X 25/: .CONFIRM FINAL SKYLITE FOR • � - TABLE OF CONTENTS: ' SKYLITE-VELUX 2222FIXED TEMPERED G INSTALLATION REQUIREMENTS - PAGE: TOPIC: � � � �• Al ExlsnsnNG CONDITIONS PLAN,DEMOLITION,NOTES.SITE PLAN I GUTTERS WHITE ALUMINUM'%ROUND WITH ROUND PVC LEADERS FEEDING DRY WELLS,SIZE PER A2 EXIST"NG E)MRIOR ELEVATIONS ENGINEER v A3 FOUNDATION PLAN,HOLLOW COLUMN UPLIFT CONECTIONS ! i A4__-_-_-- IST FLOOR PLAN,CORNER HOLD DOWN,PLUMBING SCHEMATIC 5(�UARE FOOTAGE AS EXTERIOR ELEVANONS,WIND-BORNE PROTECTION EXTERIOR FINISH NOTES �- A6 EXTERIOR ELEVATIONS u� r-+-,-- A7 ROOF PLAN,GREAT ROOM CEILING PLAN AND CEILING FINISHES ,r � A�e''�! S A8 SECTION A-A GREAT ROOM AND PORCH STEEL STRONG WALL INTERIOR FINISH NOTES y� C? • rvl.�G,s,�� 5 U T E R AND- S U T E .; Ia , A-9 N.Y.S.RESIDENTIAL CODE BOILER PLATE PAGE !(i Ci ARCHITECTURE .. LANDSCAPE •' DE° SIGN •- �.........:..:,.... ....._..-_..._ .._,.. ...-...._._. .._._. ........._...: Alp BOARD ANDBATTONDETAILS PLUMBINGSCHEDUlE �,� ✓ `' 1 !y -- _._. _ __�__ .._....... ---"""-�- • A-11 FIREPLACE DETAlL`TRIM DETAILS,BATHS 02&03 DETAILS AND INTERIOR ELEVATIONS ,,„ � �.�,• � .f�.'"� Al2 MASTER BATH#1 LAUNDRY <i A13 KITCHEN ELEVATIONS&A ry ROOM.&SLING PANEL DETAILS AND INTERIOR ELEVATIONS ` APPLIANCE SCHEDULE WIIZ E-14 ELECTRICAL CELLAR PLAN IT E-15 ELECTRICAL 1 FLOOR PLAN AND ELECTRICAL SCHEDULE P.O.BOX 1709 124 IESSUP AVENUE QUOGUE, NEW YORK 11959 fH-16 l , a` c tfb . HVAC CELLAR PLAN all. OIII _._..._....._... H-17 HVAC 1ST FLOOR PLAN AND NOTES - '631-6S3-3877 suterandsuter@gm c - PHONE ~� -�~ • k'4�� y �r r,' . .... . . .... ,... .... .... • W'KT'""•'�'—"' J�Li�7ilGT-'SCJ�1�.e:Cl_"••JC::'i1�Z..T6.:_,:..L�..i.��...4•!.L4u c^.w.WI.SIaYv?F9x[CMI.vtJ...a•t...+.+..iCVLelat.sSe.[.4.h;,nrN!v..wes..0:aHM:SYa�+.ws.tv.crt.�.._ww,•.NMA[;rvPFw.-l...i.�.f-..f er._ .......a.4+'�Y. _.... ..,,....'C: �.- .; ... _ - . .. a � F ' � I (( /S y� •{i �'.. f � .!�` � I i} � � ;� i S +• i� S ff + Ii �7 i i � �j 1 ILL - i € � �i it ,i �# i �, I f t; s4 { `•� i � f# � � � j'•s (,� { ! # :1.� �` � E Y-JL7 1� i .r {� �{ E i{ } � f 1 t } e• i !.� I _ { i� i I �l Y }1 t �'t {} 3 'i € �� { I � k 4�� ( ` s y _ 1 p {`` �6 4zL,� v - i - r !^^fi ' � t', ( � � `+Iy t� , I (i �� i ii ,k :I IE •�f+ ;j - !R' � � � i 4 /y�� ' r! �� y� \ ��11 Yid.. I j: Li. r_ • ' i t t111 1 fff 'f 4 4 .. tr /J'yy,,F ,. 1i � i �1 f ( ;• - 1` �� f I ••s �' •(� Ix ;i •� 1" t, ;i �� _ _ — — .._��.. __.._~.; _..___�vr__..._.______...... jj � '# t � i� i� i �F `S � — �"` ( �? li 1, 6� I� i•tt t � � � 1 „� � . t '• �t • �� t� � f �t � � 1 f ,j �; f s 1 � if M� � �f � `� '' :i ' 4 3i { !° > �! iAl �. ! ! 1 — — — — - --U "" TS E • - T� ._.. ._ tib=.�! ' TABLE OF CONTENTS: PAGE: TOPIC: Al EXISTISTING CONDITIONS PLAN DEMOLITION NOTES SITE PLAN A2 EXISTISTING EXTERIOR ELEVATIONS A3 FOUNDATION PLAN HOL10W COLUMN UPLIFT CONEMONS A4 IST FLOOR PLAN,CORNER HOLD DOWN,PLUMBING SCHEMATIC,SQUARE FOOTAGE A5 EXTERIOR ELEVATIONS WIND-BORNE PROTECTION EXTERIOR FINISH NOTES A6 EXTERIOR ELEVATIONS A7 ROOF PLAN GREAT ROOM CEILING PLAN AND CEILING FINISHES ' AB SECTION A-A GREAT ROOM AND PORCH,STEEL STRONG WALL.INTERIOR FINISH NOTES A-9 N.Y.S.RESIDENTIAL CODE BOILER PLATE PAGE A10 BOARD AND BATTON DETAILS PLUMBING SCHEDULE i A-11 FIREPLACE DETAIL,TRIM DETAILS,BATHS#2&#3 DETAILS AND INTERIOR ELEVATIONS Al2 MASTER BATH#Z LAUNDRY ROOM &SLING PANEL DETAILS AND INTERIOR ELEVATIONS A13 KITCHEN ELEVATIONS&APPLIANCE SCHEDULE E-14 ELECTRICAL CELLAR PLAN E-15 ELECTRICAL 1ST FLOOR PLAN AND ELECTRICAL SCHEDULE H-16 HVAC CELLAR PLAN H-17 HVAC IST FLOOR PLAN AND NOTES ! ..n._ ' S U T E R" AND S TJ T E � R • ARCHITECTURE LANDSCAPE DESIGN 1 I , - � _.tl�� _:.tom:- : 't2• .....,i„€.-.-�' Gcxr\.157; ......._. -.. ,......_._...... ..,. f '• P.O. BOX 1709 124•.LESSUP AVENUE - QUOGUE, NEW YORK 11959 -.._w• �^.�. • vr 2�,,��,. � . PHONE 631-653-3877 suterandsuterCcDgmail.com _ I Al , i , t ti { I (- (v c kel t , n ! 1J7fl t _ 3 4-1 , KIGI CIA -- II r r- , --L&m' . ii •" � � �•,,, ��r, � �cl • • " , _- � ; �� '-•.�� f 4�'� ...-._r. � �'`' 111 ' ` ' ,�, � � Vie,- i' • � - - "` _._,._ _ ..,.._..... ' _ ......-...... S (( It { ' At 2 • � � ' � � .: �''_� � � S1; _........_____»._._.,.___.._...____..__.. _...._ .... I 1 • • �//JJ `rte:"��. i.'�'r » �` � � ' � --- , , 1 , I �. ! ..,'�. _ `.,, � "� _,. ." I t l�•--� IM•'ti-••�'"0 , } c r I f i TABLE OF CONTENTS: _ - PAGE: TOPIC: Al EXISTiSTING CONDITIONS PLAN DEMOLITION NOTES SITE PIAN f ? A2 EXISTISTING EXTERIOR ELEVATIONS A3 FOUNDATION PLAN,HOLLOW COLUMN UPLIFT CONECFIONS A4 1ST FLOOR PLAN CORNER HOLD DOWN PLUMBING SCHEMATIC S UARE fOQTAGE i A5 EXTERIOR ELEVATIONS WIND-BORNE PROTECTION EXTERIOR FINISH NOTES } r R A6 EXTERIOR ELEVATIONS �I ;! A7 ROOF PLAN GREAT ROOM CEILING PLAN AND CEILING FINISHES AR SECTION A-A GREAT ROOM AND PORCH STEEL STRONG WALL INTERIOR FINISH NOTES u i A-9 N.Y.S.RESIDENTIAL CODE BOILER PLATE PAGE 4 .. 810 BOARD AND BATTON DETAil5 PLUMBING SCHEDULE ----- -' . " A-11 FIREPLACE DETAIL,TRIM DETAILS BATHS#2&#3 DETAILS AND INTERIOR ELEVATIONS € ` Al2 MASTER BATH#1 LAUNDRY ROOM &SLING PANEL DETAILS AND INTERIOR ELEVATIONS " \ � E-14 ELECHEN CTRICAL ELEVATIONS EALLAR PLAN APPLIANCE SCHEDULE .. , .. i E-15 ELECTRICAL IST FLOOR CAL SCHEDULE -.r _.. H-16 HVACCELLARPLANOR NAND IE ....__... ... ... -. - •�^-- �_.._ `? - l��:_._...._,._...,.___._.._._._........___ ___._._._... _ ._... ._____._._..._._...__.__.__..-_....___ ...._...... C1S7FLOORP NANDNOTES E ' �1 c511 A� g� T D S . U T E S V 1 E R AN A R C H I T E C T U R(E • . L..A.N D S. C AT E D E SIGN ti 3r olr P.O.BOX 1.709 1: 4 YESSUP AVENUE QUOGT, NEW YORK 11959 _.... ...._.... ' PHONE 631-653-3877 suterandsuter@gmail.com � ` �" - . . upporma on cuncwte ur wate-ir"vu,i iu,au�ii:,w, v„�. ___._..--'--.. _ ------ ASO basic(Section 1605,3.1}or the ternative basic(Section of axial load may M.detenn-nod us�ncg the strong-tvalf;hparwall. . ' " tG05.3.2)load combinations,Loaf ta!ues inctuda evaluation Selector vreb app5cation or the folia:ting equation: Firsfi Story Wood F aor Systems First-Sfiory Vlload Floor Systems lid -�.,��rt ; - of anchor rod compression capacty and do not regatta further T=I(v x h)!B) P12.v.here; ....... . . . ......._1111 ..1 _1 .. ... ..., ...111.1 _, ... . .. _11 ........ _ .11..111..1 ........................._1111... _ ............. ..... .. . .... .... .. ..... . .......... ... , _ . T=Anchor rod tension toad{lb.} evaluation by the Designer. i"_rx�-J , . .. . .. _G.S. t!=De ign shear toad{fla.} 1 ; , n - t 2. For set:rsi c des>gns based on the2015 I£3C using R- ah Stran 4`JaA'°he:.ht ,�r lcr 11 u� Sefsmfc2 Wind " I Steel Strang-Wail'`;hr-11TV1 tits designed for use on concrete , For other codes,use the r.,eism c coeffcients cones oridn to g 4 l p`'" { } ) I: foundations can be used with wood Boors stems h extending p g p=App!.ed axial toad Qh.} SSW Model Altovrable ASD Drift at Anchor at; Allowable ASID Drift at AnchorTension alt the anchor bolts and Installing compression nuts and so.td g li ht-frame taeari t•.a':s v.;th wocd structural panels or sheet I r 6=Artr_hw tx�H cen,crinr3 dimension{n.) . steel panels, {G'/�to S5t°112,a s�tar SS'�'J15,12i/f tar SSI'.118, Shear I and Ifs° Altovnble Shear Allowable Shear` Shear Load T" Allowable Shear Altowa4le'Shear' -blocking below the wail, g R 3.Lf;;nirnum standard-strength anrh:r Ws required.Sms pages 15'/;for SSVV2 t,and 18"i for SSIv?_4) (�.} (in.) (lb.) ON (in,) (fb. . . . ! 2.9-3'5 for SSWAFf anchor bolt information and anchorage c, Alas^nate shear toads assutna a m ximum first hoar jaiat d pth - 1 1__11_.. 11.1 1 10. s 1370 St"J248 2,344 Q 23 1 i 955 2 344 0 23 11955 . J Material&Finish See gage 5duticros, of f 2'.For allowable shear toad r.th joists up to 16'deep py ) . � � mu't� `�`�' t Codes:ICC-ES ESR-1 �� ,; '. .- ,, tttb!a values by 0,x13 for SSVM 2x models and O.ti6 for other SSV't SSNI2x9 1 400 0,42I 1. 6,125 f 400 0.42 6,125 City of L.A.RR25G25; Attach to top plates or header " rr" t "idths, SSVi15x9 1,050 0.47 11,9.15 f 1050 _: ,915.... .. . : State of Florida FL5113 rrithSOS W x 3f4'screws(provided) _:`(J G.Xawnble shear bads are based on 1,00D lb.total uni'.om;Ff . I .. .. ..... .. ....... 1..1 1_'1 1.'.. 0 47 1 i � t ,.. I distributed akat toad acting on the enlim panel in comlynation with sSt"11 Fiu3 ; 1X90 0.3a 11,995 i 11,390 0,38 1 P,°lI.tri For product data and naming scheme Information, I/ ii = the shear toad.For aCovrab!a:hear toad;of 2,0001b.unifomr'y , r r r r Se8 a ' distnl�uecf--ttload,mti!Vptytat,,!ova!uesby0r21rt,,t,ZW12.x SS1121x9 ( 1.733 „,._.._..,......_0.31 ........:........ ..17,973.. ........ ...-........ .........0.31.. . ....1i.___ pages ,; . I. 11 .' models,and 0 nG for other SSty widths. SSI-1240 65 2.,075 0.26 11,965 him as DO NOT s ! 2 075 Q?6 11,91. Wood First Floor W rl - �- necessary tut vr.. w enlarge . i .i _ SStY12x10 1. 3GD Q48 6,140 . { 369 0.48 � 6,140 n Kit„ for fight existing i " .r . ....f _ r ... i VJn Wildib ;. Wall Connection . .ti , SSt113xt0 885 0.321. 11,220 l 945 0.56 11,980 (in.) Model Pao. Contents _ . 1. , i 1 SSV118x10 1 1,250 0.44 . ' 11,965 }' 1,254. 0.44 . 11M5 SStiV1Z (1}Sheaf•TranSferPiate r4 . • ,i r . rr r r rr .11-1,955 - -_. -'-...... „ SSt'rshear•traRsfer itte t ` ( Std21x10 i 1,333 . '0.33 .11,953 1,533 0.33 .. 15 SSV115-1KT (Mth:,14solf-drillingscrewsj P• i f , - (2)'.4"or 1"x t 8"Threaded Rods installs with t Od nails I t SSCr24x10 1,860 4.30 11,950 `` . 1,660 0.30 11,950 ! - V1 554 Grt e 3G into the tint joist and 9114 . 1 I - I ' SSt"115x11 i 780 f},58 10,900 1. 855 ; 0.63 11,945 f ISSt"121- (2}Ceup'er Flats . , self drilling screws into ! i .......... __..._....._.................... .. % (2}Heav ilex fiats Bte Stron Vlall� 21` 1KT • , tt 3 So°t"1t8x11 1,13a 0.50 11,975 1 1.135 O O 11,975' r 1 Strong-&119 i ! t' . . ... .. .. 24 • ' SS1124.1KT : installation Instructions i ; I. ! (Sold sepan ely vifth . r r _.......... ....._1__111........ .. ...... .. .. ......... i Sim .,on M721xII i 1:110 0.40 11,954 1,41Q QAO ?S,SUD sStJ=iK[) P ShoRg.fje"I 11111..._.......... ._.. _11 11. . f,Trio heavy hex nuts included with each wa't. A34 each side r - i i " SSt"17.4x11 1.690 0.34 11,970 1,690 0.34 . ' 11,970 I I - . • . ±- l SSV11:'ixt2 1 ' 670 0.63 10,230 785 0.74 11,985 p t Simpson Strortg•Tie'A34 angle i 0 4 0 E `� - !1•--a`_m �str1az12 t 1,0 3 0.53 11,9 5 1,0a 0.a� 11,9.,3 . .. .. . . .. . .. ii ( 5021A2 ; 1,290 0.45 11,950 t 1:290 0.45 11,450 i . Ir If , 124x1 038 1960 I. -' oclsfn SSI' 2 15=k5 038 t1,96D 1 X45 1 j715afid , _ _ . l ' under ce ter `/ { E n _�° �-(�'' ,t ��. �,n I --�: j SSt')18x13 j 955 4.60 11,945 955 Q.GO 11,945 and each a i Drill/notchsuttBaor to �_ ! _�. _F,WF'r-'Ziff.-kV.1^.. .... i -. _.._ __._._..._... ......_...._.. en tf . _ SSVJ21x13 l 1,1"10 0.50 11,960 1,190 0.50 11,960 end � rnuttositffush i " l .. ......._,_.._._............."1 .. ............ ........ .. ... . % __widr underside of rr B . .. p 1.� P I �-7� (_.._ 111.1 __ _ _ . T,. _.. _ ,124x13 1 1. 25 . 0,12 11,965 1,12.E OA2� :11,963 i .. . (`' i \ J.._ - . . , . .......... i. t (tJotching of Lim joist E 1. I _._. .... _ _ _ -.__ L� _._. or� -- ---- - - - -- - __1.111. ` , - ^- ( may also be re aired ' ' . f'�.._ i -l i _Z_- k c.1_._. _ kr. V.� _� __� G� _ _...._1. i -► . q �1 } ' - {(�Iyq ?_ _..,. .._. ,\ '"� .. .� , - 0 :.� 'ol o' o o f`O ,cr tom. `�• ' q. f Q t f }.' I .. - ` t r f �' ( i i Shear transfer by Designer Rim Joist let . c.ri I j L7Pa sonSt� ee • , - _- 1111.._ ` Pl S i S shorn , . (�/J It / `` {r of' les Strong-Wall') �-•� f }; I`_� t !l r� -/,r ~ t...• �� Place ng•19a1I' i . �� .r _..N______._ _ - ____ ___.. _ �_ --- ..__ { t-Y ''^, o- e o 0 o n 'f' ._ .. .f'r `. '. I IL! f 1 - -- -- - ____-_...._.....,__... __..___.: .-_......._____.__. .,...._...... .._ 1__111_ ._._.._._.____.......... ...... ..._... ._.. _.....--_............. . . blocking/Connection Detail sheanvaliovertheanchor t p Exterior View of ____.___1•___ _.,----__. _ _ _ _1.1 ._1.1.,.__ 0 t r f' `' ;� ''! r r'. .__ ____.__-_. ..-.. __-__...-_�.___.. _. . ..... ......... . bolts and securerr; 0 Shear-Transfer Plate } _.Q ( 111. 1111 C l t V r - . : (SeeDet,r7lt�SSlU2on th ' _,_ __... _�Z c! �r j"l _4 _ t�_ __:_ ... _ gage 72 far Pe =ndcfr42r navy hex nuts(prrrrided). - - 1111_ �' . �: 1!�- _ �' �L_0( C SI::: Q::.l::.._. -{-. . : -- .. �_,n t q / r S.... _ ....._ �-.-. _ _ k'o- s trio. __ C W� QM......_., . b..oc,Mngwhererectfr,w) nugtight required,do t :� s rt t t_t �� not use an impact wrench, I - 1 /nj 11 'r � . . . % I t L- ` �) ) `5 f: - /-(,,-�-{ _ /,, n q"" /�f /� �t,c f • t quiredfo/IVnu f. '; t . . - r 'it 1 !`"�T�..,._A.t?�,:N.... tV��. �-�..-_a,AJ C_x-" `!!Il a! I" X F -{��W • required for 1 `' i 1 ; -r - _ _ _ - _.._ - �j.�-' _-.._._.._._.._... 1 equired for t'nut Sint s n _... _1111 1 I -----_. , ,, .. -T-t'vE=/& -2--e 'L:...- . .4-{I (1__-_-._- Simpson nrg r __ __ p 114 - �, Stro tee : ;'. - - . . 1" i �,/A 4 each side{ p ra y € : . r- r 3 sold se a Tel , �'. 4 .. _ 's' - -FE!\.1_.1.1`1V .. _ ---,-- t 11 _.(,.� �� , .. I t is _ _ -"^ i _ 4 1 ,, _111_ - - - - "- - cuts �1� I i ( , - - ... ... . .. _.. _.. � � K 1'_ _ 'c: e 1 R- art��-��c 2��t.'�x / 1 '= .. _ I - ` `� ? V)- �-f/-[r'± , l } The+adedRods� - t : . , •.. !� - (included with `` -� _ t _ - - c - _�_�__ .. SSV -t �.. I. : r _ - =._.• _1111 f � - t ': \ iM' ... ,.,1 4 ! 1111. .. - '•_ - R" --� - _ SDC t� _tNt {.�r r i ► . . X , - - - _ f, o I _ , i i N 4 c �y 1. . -... _ _____ _. __ _ _ _ 11.1.1__-___._____........ .... j _..f4.._.�Nt'<-'�E.Y� I_._ ._.._. 'ert�_....Cft'CE G ` �1 . fY� �! '""..- ! i - ' u•" • . . t t i j' Foundation design ' .,, {size and reinforcement ', t t }. j' �/, � ::� Vii, ' ;� Ct �'' 1 _. + [.. EJ.1= ...� ....�, _._�_ .,. o ® I a Q by Designer_ , - - �_ --� � / �,_._._111.1_. _ ; (j� _.`f'- ..��'��?_. may' Q -` "'-•- , .�o --_ -- - _1111_ • 1 / ` ,0.5.1✓ P .G- - -__Tu .. �'`"' . �' - E ��~~�R �, ; SSUAB •fx a��;l'• �= �. _1111 , .. -:& "V�:L. b 1 a ' to Firs Installation L -1-I. .. _ 7.. 1. r _ _- o �`. 1 fn l to oafor first-story w oo_•floor' st m, n od t FI t 1 -.-1_11____1_�__..._ _......__ 1 `' ? allow for floorframng rs-Story Wo r nstallation I \ (Spec n!tar 2 11 i }_. . ..:.................1111 l.; - .... p 1 I. 't, and is a load r lues for in tatlatiwr on r __1111._........._._1.111_1111... 111.1, - _ {%� to t.S,Paod8, 5si i .1._____.._.._.___11___.11_ `(C3.. _ ._ _1-. _._._._. _i_....- - , . ) ,, n concrete i �-`'_ �,-,- ` loo I - ' ( 'i} __ `"�,- a pag�,i2-i3. Ca'nad:anPacn1 4fi9,&",5 . . . . . .`• .. 1111_ .. <, •'\� ._ .1..11.1.._.... . _ .. "'____.._ 11__11•, a. I J ;l `�r `f ---`` 1-111 MT _� : _ 1: ,= It ` _._ _--._._ _ _ ._ It � � i t-1�. .__. __ . . . - -- -- -UV .___..-__� -__ _ .._.---_-----..__.---._.,... .. .;1)!°; i • _t. Z. yC 5 7 - .. _ _ -_.�.._.._ ___ _ .._........ t r 3� .} . - - - - �_. c . 1 - _ . ,� - _ I. . _--if - - .. _ __ --....._ L . .�. i _ _...._._:_... _11.1.1_.. . • ___ ( ...x.....__ _.. . . _----_._-.�. -._. -... y - __ _ «. L ' .,. . _ ... , 111_1_ 1111 � �! -1.111 _. -- ;- Ix - - ' , - .` - _ - •--- - _ _ . ( _ - • . ! - __ .�___,....__. . , . . . -- _ • ,__._ _.. 1111. . ., . . r ,.a 1 r 4 . -:7a �� s IT"__•__._......._-_- _--_--__. ._ I .I ' �� rt� • ,� ice' , i f_ - �\ _ .�_ i ', J j •'{.+•.L-r-7J`-�i,.._I�•••-1 ^. __11_11 f . /"(`�){f��..,�}- '/Jty�{��/} -- I E Ji v'�•1"�. C�i 1h..�i U. t�lJ%VSti17- i 1 - . I 1. _ _ r� Pyd�t_ . ..rGj J ". G?j�`j 5 __1_111 ..__ :35 ..... 1 i 1 11 � _ - ----_-- -- Ci`�'- �_-- �___��. 11 I 044-A _. ... 1-1 __.. - (� fi't?fz. . 1/�( - vt�(<"T�,f)�1 ., �/ I i /. -___ ------_. ._ _ . / t __._1111.._ 1111__. `•� l i i I I '( } i i _%-t' ' •�`•":'"> ' 1 w•.• \-.4 T.t/j�.Y�� - 1 . - ,C;kJ-�.�._L;;' .___-_._I--------__._- ._,..._.-.. "7' . •r -"-' + .. i. - ---- . -- r _..._._._._.. .: L_1_1___11. ' �. -! t_t+ � ' :�--�' ►*-it�l�_G_ cdl��.„ c: 6:1��,- I-. , tpS ' f _ _ �_ __1111-___...____ ._ ____--_____.__ .........__ , _ _. .___ . ..__ . _ __. __ t- _..__ _ __.._._...___..._..._.__.___ -- -_-..-- . t X dyy�cao2 �t(ca��/ao w I }yam^^ - (�J J ori ;f ( i 5;1ED_ �`•J'•.!""t=•1I �. -LQ.•+' -.1 z:: 1-1 ( f W' c�l _�K _- - -'- - --- �...r. �/ . ,--' __ _._ r , G �. _______1111_.... I i q - U• i M��('L ti _.. _ __._ _ _ __ _ _ __ ____ __ _ __ _1111.__ _ _ _ ---- ( t �._ ._.................. .... c�C� �....4.Cb._�.-__._.__--_-_._--_._-_____11_____1___1____. I, t �- - •-.-- - (•i/� it,{ , � ' -�L_I fry p,,n - - . '�+s I �__73 c�S C� � l -Z Y- � o s 1 � .. .. �`i t ; t C t ;t.,s•. S _._�._ .._ .._ 1 .. _.t _-.-_..____ _ _ _.______.-.-_�___.-.._. _.sa- 1111_. _.. ....�.. - .r . i�1111 .____......_________..___ «..,..,...••.. -_, 11»11 ..- i 11�. '�. --- _.. - _ 111.1 .- ------_ _.__ ....__�1111..___--__--- -:- --- -- - . " _ _ ....�_ � . I, �..�.v. _ ' __ ........,,..w•.il � .�.".a..r„�.:„.�.,r .•-r,--�,_�..�::-,�:�.:-..-.. -.. .. , r - .� ...-" �. ��k� _ F' 9.T:_:LL0::2<__ _ �_ ) �• _ ^4 h M me`.. _ ` . r �^ .._. _ �-. ..*^1111..-'•" .,,...,...,,.,,.,r -,--� -_-�....:._. + (G7 t/\ N ;0 • �^i IT! I I- -�. �1 - '^_•'_1= `/_� 1111.. � __ _, 60f . __� . -_:..__ i 1 - �,i+ ` -�. ( , '� �"-(� '-"��..1C7��, 1111 /(" _ w_ . ...._ _.. . _ . t _ .__ ........_... ....... . ......_ ,,, __ f .� r ! t °1 ,Vr,, �?,s�ti1T�E; t�"�jr.� _.,OCr_ ..�i_f� tN� t I 1 1 - -_ :..___ _ ._.:-. , `� a. _ r i l .4r. '1�1tj "T � fI i t Fr/t _ _.__ .1. __ ,:_ _... __ _.-__ ___ _ _-__ -- _ _ - __ :. .._ _. _ . . _ '� �c3 _.�t;..�c�r { ,�� =cart- ---- �U _t c..- -4 ,�2� � �r-.. I�;j -�- - _- __r 2 � _ _e rr _P___ - _ ._ _._____-_- ___ .� y W _ -I{- -- �•�- :a_.._-__--__-__ __--__.____-_.--•--------..._...---.-_..------ T' I r' _ � --__.. �.. _........ _.._. J t �1 1 1 �' r Yi•' I _li 1 ; r ,j {r_ - _ �..- r' I . 1 . 1 . ._ _ ,,__ ..__. _ �� _ _ .__._ __.__... . . -_.. t �-�-� _ __. --_....____._._._�__.._.._______1_111.. ; TABLE OF CONTENTS: , 4 c �, -r ______ _____-___-_-__,. _. .... . { . . .. . PAGE: TOPIC: . I - " -... . .. At EXiSTISTING CONDITIONS PLAN�DEM . --1.- A2 EXI57iSTING EXTERIOR ELEVATIONS O .r.. _ 1«111._ i SITE PLAN' I A3 FOUNDATION PLAN,HOLLOW COLUMN UPLIFT CONECTiONS • . C INTERIOR FINISH NOTES: - -...- _______ - 1sT FLOOR PLAN CORNER HOLD DOWN PLUMBING SCHEMATIC SQUARE FOOTAGE ELECTED BY OW....... . . "WAMM -- - . -1111.. _ A4 I A5 EXTERIOR ELEVATIONS WIND BORNE PROTECTION EXTERIOR FINISH NOTES FLOORING-LUXURY VINYL PLANK FLOORING S HER,W as EXTERIOR ELEVATIONS . UNDER IN SELECTED LOCATIONS.SEE MVAC AND ELECTRICAL PLAN,AND BATH#1 PLAN A7 ROOF PLAN�GRYAT ROOM CEILING PLAN AND CEILING FINISHES ! AS SECTION A-A GREAT ROOM AND PORCH,STEEL STRONG WALL:INTERIOR FINISH NOTES WALLS AND CEILING-1/2"GWB,EXCEPT GREAT ROOM ! A-9 N.YS.RESIDENTIAL CODE BOILER PLATE PAGE TRIM-WINDSOR ONE 1X8 BASE WITH 1/2X3/4 WOBS001 SHOE,WINDOWS 1X4 WITH WOW5002, A10 BOARD AND BATTON DETAILS,PLUMBING SCHEDULE i • WOCV001,WOCS004 STOOL BUiLD UP,DOORS 5/4X4 WITH WOST001 STOP,SEE PAGE A-11 A-11 FIREPLACE DETAIL TRIM DETAILS BATHS#2&#3 DETAILS AND INTERIOR ELEVATIONS DOORS-TRU STILE,MDF,JS2020 TWO PANEL DOOR,SQUARE STICKING,SQUARE BUTT HINGES,SATIN ! i Al2 ' MASTER BATH#1.LAUNDRY ROOM,&SLING PANEL DETAILS AND INTERIOR ELEVATIONS : . NICKLE FINISH,SATIN NICKLE BLUNT PIN HINGE a13 KPTCHEN ELEVATIONS&APPLIANCE SCHEDULE i ! i E-14 ELECTRICAL CELLAR PLAN ' KNOBS-KWIKSE7',LEVER,SATIN NICKLE FINISH,MILAN,PRIVACY,PASSAGE,AND PULLS,FINAL TO BE ! E-iS ELECTRICAL 1ST FLOOR PLAN AND ELECTRICAL SCHEDULE l SELECTED BY OWNER H-Zti HVAC CELLAR PLAN . HARDWARE TO BE SELECTED BY OWNER tNCLUCING DOOR STOPS,TOWEL BARS,TOILET PAPER ' H-i7 HVAC IST FLOOR PLAN AND NOTES . ; • . 1. : __ ___ HOLDERS,HOOKS.CONTRACTOR TO INSTALL.PROVIDE ALLOWANCE ....--.._._.__.._,..-.__.___.__.__..__-,__.._..._-.._._.-_--___.__-___.-----.--......-_.__..._-__--_,--...---.,-_-__......._.,......-.-._ .._....._1111-.-.1.._..111........_ . - _-__._ __ _1______111_.__-.____-' - ___•----________ - - . . . .. I. , ____ ---�u _ __ . ._.. -- CABINETRY-SEE DETAILS AND CONSULT OWNER FOR ALL SELECTIONS.WOODMODE CABINETS HAVE i , . ; J - _1111.. . _l •' S .... U � T E. R AND ; S_ U , T E R t ��D�A �.-�r . til- _ _.__A_ -A___..__,_ -_ _ -- ; BEEN SELECTED AND THE SUPP!!ER!S RIVERHEAD BUILDING.CONTRACTOR TO INSTALL ALL CABIENTS ��E F-.4- c�/', STONE CABINETRY TOPS TO BE SELECTED BY OWNER,PURCHASED BY CONTRACTOR AND INSTALLED , C^� ,�a,F�t' t S� a DESIGN ARCHITECTURE • LANDSCA..PE - BY CONTRACTOR : - - _111__1.. �._ r--- _ _._._..__. .._. .... .. , i i 1111._1111 ... �. A '• ''�1�.. 1 ` _, t V - r: > ��`^�" TILE TO BE SELECTED BY OWNER,PURCHASED BY CONTRACTPR AND INSTALLED BY CONTRACTOR.SEE ® , ' ': - L-�"��- _�_..___��- r' 1111.,_ _.Y,... ...-_.._ ..---•_11_11- -- .. -. . _- -------••'--'•-•'---"•-- �J(/I , . Ytl M �'1�"11'1 . «_ __ _._�.._W_ ,111_1-- - --- w 1'1. --- .-- INTERIOR DETAILS.ALL WALL TILE BE INSTALLED OVER CiMENTOUS BOARD ' . I.--" * ,,.' L •_ �--_- - ____ GREAT ROOM CEILING AND KITCHEN WALL IXG BORAL T&G BOARD WITH NICKLE GAP,PREFINiSHED, _ _- c S'� f ` I i . A . , � . ___._ QD ' i MATCH EXTERIOR 50FFIT PROFILE.SEE INTERIOR DETAILS I . . P. O. .BOX 1.709 124 JESSUP AVENUE QUOGUE, NY 1 1959 •-g 1r {t� �: ,. ca -- - - • j SOUND INSULATION TO BE INSTALLED AT ALL INTERIOR WALLS,FILL CAVITY WITH ROXULI. �� - '� - ^ ��-_ � - - �- _........ - I . 6 3 .1. 6 5 3 .3 &7 7 www_suterandsuter.com FAX 6.3 1 . 6 5 3 .'3 8 7 8 ! � ; a01 -' _ .. _ _. _ _ __ . . .. . ..I PAINT TO BE RM ER.ALL WALLS,CEILINGS AND TRIM IS TO BE PAINTED - :� - r .. . -- -'____Z.=___111_._ M_.._---- - _-_-.--_-_.__...__.___..______..__..._.-.______... __.. - '�.. a _. . _.. -_ -----._..._..__._....... __ , .._._. __.._. EWED WITH OWN __11__11_.__ __._.. � - - - . I CONSTRUCTION N LSECTlONPtAWA - - • • � � • NGS T O REST'ON VIRGIN SOIL S BE A MIN.3'-0•BELOW FlNiSHED GRADE. •� '$1�..l.� ��S�'..•'f�E"'T�.I t,.� rG i�•' �,,, •''r � . ') AI.I.F�,R Table 3.8 Ridge Connection Requirements for Wind ' i' 2 ALLCONSTRUCTtON TOCONFORM TO ALL STATE�TOWN BUILDING CODES 11VCLUDiNG 200 `•' - �'�SU -'('��'- �•G� ,, - - - - Tabic 3 Prescriptive Design Limitations Exposure � - � j� (Dead Load Assumptions:Roof Assembly DI.=10 pst) • � 'CHANGES. -' � � it . . .._ . � • . • 3 ALL CONCRETE TO BE MIN-.39000 P.S.I.28 DAY STRENGTH.� �'1°11�1�►tr'•�' rl�/_ ", .t-;�J i�'y ( � . { ) -� VENTTOP OF ROOF W1RlDGE VirNr.OR ROOF• i Reference �end iE»usdt(mph) +'• 4} ALL FRAMING LUMBER TO BE DOUG.FIR�UNLESS NOTED OTHERWISE. ^+ Attribute Limftatlon Section Figures :io 11s =230 Tao iso ]so iTo ,:ea 29s . `• � t3RiIX31NG MAX.g-Zl"ON CENTER. _ ` c'"�' Roots an . r - r' TO '�E �:':`•�':_ ',-':::. '. : :�;• -r•:,.•'•r BUI}.DINGDtMENSiONS: •' Roof P RequlredCapadtyofRidgeconnectlon{p1f)'';''' ' + •t3} DOUBLE FLOOR:K3tST`S UNDER PARALLEL ~�3 '� • . •': -. . . ,;�:�: y O .. 0111 , • , PARTITIONS AND BATHROOMS. C,"T'" CDX ,BuRding, Mean Roof Hei ht`MRH' •33' ft { Ds UNDER HEADER OF ALL SPANS OVER a'-a•,MIN.HDR SIZE�2X'10 UNLESS' t 2.1.3.1 Z.2 12 77 92 105 136 269 2Q5 zA3 284 327 397 ` • t Number of Stories 3 1.1.3.1a ]6 103 121 142 ]82 225 274 325 379 '436 524 l •. 7} DOUBLE JACK STUDS G � TED SIDE _ ,., . , - 2�, �...-- Building LengthandWEdth 80' 1,1.3.15 zo' '1,23• 1152" Y76.Y '227, 282 342. ,;(40ti' .'4782•• :'S45� NOTED: OYP.80. �-24":'- X154` 3 f - 192' •222' T2P .,A.0 ^2 - :65 9 ,.. 1 SURE •f OOR SYSTEMS- 1� T WATER EXPO l GALVANIZED NEAR SAL - E LVA S 019 GA ';- IN G NAIL , 'a` FRAM z 212:;� 4 5'�: .•A79'- ' • ALL - ;2 .;568;x' 663. :•�63':`�' '`925" • OVERRIDE DIMENSIONS„DIMENSIONS OVERRIDE SCALING. .,� lumber DISI s an - - • t 9} RELATIONSHIPS 547 ' • P GIRDERS TO BE GLUED 14 MAILED•-ALL LUMBER TO BE CONTINUOUS LENGTHS. , 1 2fi 3.i.3.2e - 32•' 206 2a3� �281• 363 , 452 - TSE '•873 ' �1057 V � 'c' ''': • 10) ALL Joists alst Spacing 24"p,c. 3.1.3.25 36 232 273' 316 A09 508 616 730 652 982 1190 s L A:•t �, wow >, •'R , 41) ALL BUILT UP FLITCH BEAMS TO HAVE 2�4`OtA.BOLTS 16'ON CENTER ON BOTTOM dt 24"ON CENTER y ; . . . • , a � Cantilevers-Su ortin ioadbearin wall st d .. , 1 ' ON TOP ALL TO BE 2'FROM EDGE MIN.37C37C1/4"STEEL BEARING PLATE AT EACH I»ND. i 3.1.3.2c z.la 12 65 77: 8a 113 339 168 199 231 256 ass 'l•:' •:., �� ' `• •. •ar�Stir S:. Setbacks W8115i d 16 87 302' 218 150 386 22a 265 308 354 42B ' ED WITH 518'FIRE PROOF G.W.B. t , ! - 3.1.3.zd 2.1d 20� =109 �126'�:: ':.147:; .4B8 ':280',:` '39 26 ,:536':•'' ~ � r, i • ' URNACE AND ATTACHED GARAGES TO BE FINISH - t - _ 12 UTILITY AREA OF F ,.. ,. d, 3.1.3.ze 2.11 A: _ • • Floor Vertical Floor Offset 12 �Zrj r ) '5331= ''153':� •'.176': '��: .;: _. :•; . • i- .'226•.4 >✓.;336 "4fi3' 6a3�:�.. r ._ TO CODE., Diaphragm Floor pia hra m Aspect Ratio Tables 3,168 and 3.16C 3.1.3.2( : 26;.'.:' ��•153''• 'r,�179':,` '"'IOb ',� '>253 ' �''325'',r �•34': ''Ado•: •0•'• 1:. � _ I .,.?�� ''.1,.,.,:r .t.i�.t- ';`620,,', ',;:756•;;> 1,; • i t I • <♦ 13) FIREPLACE TO BE SUPPLIED WiTH FRESH AiR VENT AND GLASS DOORS PER 2003 ENERGY � « •• -..a Floor Diaphragm Openings Lesser of 1z'or 5096 of Buliding 3.1.3♦2g 2.1k i ,, 3Z ' !lk 104; � 13S � 3Q2 f 372 r � 448 530 627 709 857 � I � •• ' - � • • CONSERVATION CODES AND FIRE PROOF-HEARTH TO BE INSTALLED PER CODE. (FRAME FLOOR i• FASC!A . :: 2 � , l JO{3T:S PER CODE AT HEARTH WITH REQUIRED SETBACK). FIREPLACE FOOTING TO BE 12'THICK (• . . .. ,- Dimension . ' WIRE MESH r FROM BOTTOM TO ti3E IN THE i{' SOFFIT WlCOT�'T'.VENTING 36 196 230 254 338 428 sa4 596 694 797 964 • i FIREPLACE POUR. WELDED " ` >i::n ;:, ]2 s1 so: 69 8B 309 132 156 252 los 253 'tam L . EXTEND 6'BEYOND FHeight =:WAlLSYSTEMS•, 16 68 80; 92 118 246 176 208 242 279 337 � AND }i _ Wall Studs' Loadbearin JWaIi Hef ht 30' -r , i •. g g ' . ;2tJ• �'85i: ri?2tx3' '125.;:' A7= 'x.182' ':160• '`303.`•'' 't`4 :.421 �• FOOTING: P� J� • Non-laadbearin Wali Height 2D' _ ,: - 3.1.3.3a 5:12 �-24' �:',10�:�; ;119 ' ,238, ::177 •:239'' "'s3ba• ,'312,:' ":364. .`438 :506 N + '•: POST Of't�'�Kt3'X16'CONCRETE BLOCK 3'-0' - _ '• , DENOTE&UGi " _ 14 '+ wall5tud 5 adn _ _ 24 o.c e` 1J 3 3 3 �'z `:114: -39�" 6 ) .i. b - 1 'I 1'� ' <"..206 :' CAPRE3SURETREATEALUMBER. �_ (' ,iss: .-808� . 1364..' -424, %•Teti';'. :590 , a . - BELOW GRADE. ALL DECK FRAMING TO BE at C. sheerwal s -a2 'i3s s x , DENOTES S'�''DIA.LALLY COLUMN ON Z�17(24'7C1Y THICK POURED CONCR-cT'E 1, f� s 4' - "1 9• • 1g4 236 292... •'352 416 4a5 SST - 674 SIDING v - ShearWaBUneOffstt 3.1.3.3c 2'u.3.16 f. s6 ]53 279 ZD7 265 328 396 468 545 627 TS8 � .�•.J..;, Y. . i FOOTING, LALLY COLUMN TtL1 BE FILLED WITH POURED CONCRETE- �)(.{HgTALL @F.FORE WkdDO shear Wail Story Offset' No offset unless per Exception 3.1.3.3d 1z AB 55 6a s1 B9 129 1a1 164 i8s x27 r• DENOTES 87M8'CONCRETE.PIERS ON 16'X24'X72'POURED CONCRETE I •• _ • • ' K'O5B OR CDX , - _ _ � Shear WaflSe mentAs act Ratio 302 i s g P Table 3.174 3,1.3.3¢ 16 63 74 B5 108 133 259 199 218 250 ,� ,�•, • ? 7.-••�•� � VIf15i'1'ft' 'lNSUIJ4T1C1N'O _ 20 .�--:' •92. 106• 1135•'•: ::166'• �199� �:235�`� ..: � {•» •4•QO 9D' +' ►:••f' •►•. .__.. AT iQ"ON CENTER ROOF SYSTEMS i ".273 ,.313':• ;:378' .4 •�' -t, .�. 1641 u 6• a• T10N z 'ss' 'Iii� 2 �]99:^�• ;.234• � 't- • QN CJ�R W/3 S4 .... .>I�if,'UtA ,1 7: .162.' X282• :327• �:3 6 r ''4 , BE a PouRF�coNccRET•E. ?Ia4AT 18' _, _ _ r ENT SLAB TO lumber Rafter 5'an Horizonta!Pro action "2fi' 7 r 53� •t,Cyt!-' •i :t• i/t 1'n BASEMENT 3.1.3.4a 26, '529 � ttt'gf 1e•id 4t'' 12]!� :219'• '148 - 16a`• .232 ' r`279' 324 882. ,438:' . 18 CRAWL SPACE SLAB TO BE 2"POURED "'"• IS) ''A G�`�' Rafters RafteC Spada 24".O.C• 3.i.3.4h - 32 127 146 2G9 235 265 319 37G 436 502 ' 605 i t�• •� � • •""~' � ''�` 36 143 36G 190 242 298 358 423 491 564 680 •�' �' �r� w:t. :•ry. GE SLAB TO BE STEEL MESH REINFORCING ON _ �FRED CONCRETE WiT�I'il� _ Eave Overhan length! Lesser of 2'or rafter span/3 3.1.3.4c 2.1f iz a9 35 62 76 .94 112 ]32 253 175 211 i �'! 'tf1f� }littlbFlll '%-• �, 1� Y r� . 19} COMPACTED SAND 8 t3RAVEE. PITCH SLAB TO DOOR MIN.!'PER 1'0". -. . ' Rake Length' Lesser of Z'or pOtlin s an/2 3.1.3.4c 2.1g 16 65 73 82 202 125 249 176_ 204 233 181 l'1� )�j( - - � '• � $'�• y' 2� FURNACE AREA TO HAVE FRESH AIR V�V'C AND FIRE PROOF FEO�t TO CODE '• . . . ' ._, Roof Flat-12:12 3.19.4d ,':20';:; `.i31:;. =.ez'. '<103'::i -`%127�c '-�'35fi'�;` :'187'' :"220•• ��354" :.291`'-,•: •"�';351•�), tresel esfNBrfit+etrsoeetMaaert. '• 21) (INSTALL FIRE STOP BLOCKINt31N ALL BEARING WALLS. - - - Ut�� •• , Roof RoafDlaphragmAspectRatioL TabTes3.16Aand3.i6C 3.1.3.4¢ 7:12-12:12 `24'; `•'58'`x`. 120•�� 2• �t�` � ` t,laaAtasaWltferttanl�ee 1m� �� . UE SHAFT CODE. MAX.>9'-0"ON CENTER WITH 1 HOUR RATING t - ,1� `153`:- ••:787,-;, ^225 .163'x, 345. :3so� '421 Liaeesr®ffeMe�ewer t , FlRESTOP PREFAB.17. i• . . Diaphragms '' teAale�iae 11as4s�,p� fir'tst�t,�vlenettrr�► . 26 ' ;lid" `"'123:;; ,.`fA4:�''•.1T8-;>; .`�21ti�' '::`-261:: ' 347_:::;'.. 1356• •='408": �' 493.3� 166tastrrim4 1M)Rf11U1ldt f �• � TYPE'X'GYPSUMBOARD: - •. .. _ , D GARAGE To CODE 4S MIN.RATED WALL,DOOR,�r JAMB. DOOR TO ' '" : JJ,ttaetetla+�ei reslaai{ltglta'ei ! 32 130 .147 164�• •204 250 � 299 951 40? •456�� 562 � � ° i' IN ('TED FLOOR .r Ste exceptions. 36 147 163 185 224' zaI 336 395 455 525 632 • 23) SEPARATE HOUSE AND ATTACHE � (•��.�.��, X 131lSFLOOR�®�St�EUfEb'�'O JOIST - T ;For roof snow toads,tabulated spans are limited to 20 k. 1 Tabulated requirements;hall be permitted to be by framing not located within (Belo(bulfdingcorners, , ' �rtttiR,l,! • ; BE SELF CLOSING. • • , , ' • .•,• . 8 24) IFA$WIMMIN(SPOOL,tSiNCLUDEDINTHEPROJECT,ITMUSTBEENCLOSEDWITHAr1'HIGHFENCE& Al ACE z Tabulated conmcttomrequirements are based ontotalapfihminus the roof assembly dead load ofspsf(a6xlDpsf•sps1J. • 1 SELF-LATCHINGGATES,TONYS(iODE. 1 `�; r Tabutatedmnnectionrequlrementsarebasedonal2Mchrtdgeconnectionspadng,fardltferentridgemnnectionspadng,muftlply ?�,�\,, + r =tet,. r',,�� ,I , ' t 25j NOTE:ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT... AMBIENT Ealiit_1BRRmn � � - . � coNDmoNs EI,GIRDERS,FL.JOIST,TRIM,ETC. - -.._..._._... . . . . - . ' tabulated values ha Appropriate mu o • at ALL � ..- •. .� ._ �. { Ridge Connection Spacing(in,JPrl ¢ Ohl below. 19.2 24 48OWN t the t at pilar `' .,., ` • C3ALV.RAFTER TIE DOWNS TO TiOPPLATES IN ALL FULL HGT.CL{3S.(CATHEDRAL) . - : . RI ' i 26} INSTALL .• - .-_ �: �... .. ..,.. < _ oil; Multiplier 2.00 3.33 1,60 2.00 4.00 '`• 4 For Jack rafter uplift connections,use a roof span equal to twice the Jack rafter length.The Jack rafter length Includes the ;• � '�j ' .•tt,+ � RAFTERS AT SEASHORE.(SEE HIGH WIND NOTES) , i 1.0{NG FF OR TYVEK OR EQ. TX?C.OMP[.ET'ELY COVER SHEATHING. , � !1.• i► �'$O'T�"I I'r111'I�IZ •'„s��,;;.• s' e. length and the Jack span. 27) BUl ( OW All fUlA1+1UF.SPECS.FOR SiTE �Z. � •I` !X4'4. 30. .. .. ,, _ .. , . •' ROLAMS OR EQUAL ARE USED,FOIL , • .t .. �ttiC �7j •� 28) IF WOOD I BEAM$,MIC NG b LOADING. i tf It G �- B r 3 ?13 Lcf ,....._.. I .�.=._-•:---•- � � fit STORAGE,INSTALLATION,DRILLING,BLfJCKI ,, �/g /'�Alt, 39 /w _� .. - ,�► . • UCTION ME►;id8 OR METHODS. � r • a 29) THE ARCHITECT IS NOT RESPONSIBLE FOR CONST�APPROVED BY-THE ARCHITECT OR THE• •1'8t7L�LACATW PER TABLE�3.7A.,. � ,... � .•"•._,....•--'�.•-:_,. - . _ � ANY&TRUCTURAI.C:HAt�S IN THE PLANS MUST i, 2Xs TREATED SiLL •. Table t App111eablllty Ltfnitattana � � • , � � • ARCHITECT IS NOT RESPONSIGLE FOR THE ENTIRE PROJECT. I I3n.L SEAL UNDER TERMITE SHtElD c ��:aie•-.♦ I . ARCH % ' � lap �� 'coo• ! 31)'THE ARCHITECT ASSIM+IES N0 SITE COMDtTi0tA15 THAT ARE NOT INCLUDED IN'fl•{E PLANS. ANY ROCK i � FlPIAI.GRADE •+�< , • e create .._._.... _ ......_. ' ' ` j FORMATIONS,BEDROCK,UNDERC�i0U14dD STREAMS,ETC.MUST BE SITE INSPECTED BY A LOCAL �, ". � •-: R • - 1• THAT OCCUR THAT CHANGE THE'PLANS ARE NOT THE , .�''__ Amibute Ltmitetton Section Figures 2 _ �it+aarsA� Tb� k � �W 1 Viti/'iL�+alr9twaa� _ :'•s,' .c,:. F:.Nf31NEER ANY � r ►� .:�.;'•=' 'ENsltiNs'�;,,::,;:.; :r:;�•,'_..- � �. U1Lp1NG DIM 1 � RESpONSIBILITYOFTHE ON.ACT t�ER UNITED 3TATES'CODE " .. 1 A _ .. . . y 32 COPYRIGHTED'AR'CtiliEC7UAlRt.WgRKS COpY,14tf(3NTPROTECTI •�' :'`' Mean Row(Height MRH 33' 1.1.3.ia 1.2 h.^'••'- , 1 { �• � ' t' • . ` . . } �1,1990.INCEUDINO THIS SET OF PLANS,IN I. $P.C.SLAB r 3� 1.1.3.ia jt . I ALLARCHiCECTURALWORKCRF14Tt33AFTER COMPOS 4W j; Z' CRAWL SPACE Number+ofsrories � :- '� .' flee! llat+JFlt 100 mm TIIt$OF OVERALL.FORM A8 WELL.AS THE ARRAF+ FNT AND , 8"p.C.SOUNOAT}ON WALL ••• '� Building(Length and width so' 1.1.3.15 � µ t .- NMI . DESIGN,FOR A PERIOD OF 75 YEARS. _ _ . E��IN THE , IDR ti:'`adAD ASSUMPTIONS s; i W10AMPROOk'fNG 0�!EXTERIOR ,,� - �;: ;•<<r •t6 � 40t �'" + Ii IMA. • ............ .. . .......... .. t r *: . .. ., ,-: ..., : rir fer3tatilesttirloa i 1 tion!. < •,. _ � Sett'Chapfer.2orChap dassuttip• - .__ � 4lf .. ... :.: '. ' . �.. '• :: .', . '.. .. int t . . �• abuiated fe u►reme Oi.2 1 s l •° a t; '�totes edRct )" d , • TABLE R3 ( ��c_ r .1 ,. `p : . .., •p � '�' �,S CLIMATIC AND GEOGRAPHIC D�SIGhi CRITERIA �..••_... -•-•-•T-�•• _ - j ' 5J1N0 @ACIKF}U. CLEAN T' .. :' < ', iy ',taadType WedAssumptlon 7� o 24 w " �,,,,, _,.,;,,� •�► � :•t'+' AIR MFJ1N �- r' c Iy�,llfrttlM '� - "t'C7' w It� __ �'- •: GROUND SUBJECT TO I]AMAGE FROM WINTER ICE BARRIER +• WIND DESIGN SEISMIC FLOOD FREETING ANNUAL � . " r' Patitlron Dead Load 0.8 psf of floor area �, ii ,• �" • �� -" �` �-.. _-•- , - ,••;� SNOW D£S{GN UND£RL.AYM£NT .r •r!, •' •� � - • Speed° Topographic Speciatwind Wind-borno DESIGN + weathering, Frost lino Termite° TEMP• REQUIRED" - HAZARDSg lNDERi TEMPI ''' Wood game Construction Manua , LOAD ,r, h effects' region' debris zone"' CATEGORY depth '18'X a'P C.FOOT�BG t�1►iKEY --�'•'-'��•--"""--'-- 1� •• .... Writ Ausemhl Dead Wad i1-38 sf •.• •.,� � .• � ,`+Cjl l,,it„•�G •• -- J { �-1 ) � �- f Ivo � S z 5 I ON vrttet�son.a�Il�a'o"r3EloW GRADE _�-" l0.2o f C ' ,.• r•_ r ': Floor p for One- and Two-Family Dwellings _ �' 2• �� C3 E `t'�s i=`� ' corms wrrT�TAME R�o3.i a FIG.R�os.t{1) _ ' - � r RcoflCelling Assembly Dead Wad az5 st .:t• ,, »; ,.�.._.. -t� a1r.f ��we ��elrr�r�' i�- - 'yr 1; Floor lave load t1Ylh - �°y�e/�.7 aq�t ��oeaa r n� ._. .. . .- T'yp4txt BP sf Rcof W Load 20 t -.._ . ..,__._........_._...._, • • troll ahMudstlt i a :, tae tslet�talt{BaleMetasAeetstaslerem�tte -TABLE 8301,2.1.3 CO1dflRRli•QRAIIdAGE{?F SOIL,'1�F INADEQUATE, Ceiling Live load 1a2o f '�. WIND SPEED CONVERSIONS` INSTALL(b�i[rj'U(}t1S FQOTtNG DRAIN TILE TO - Ground Snow load 0-70 sf Ant�sor Solt ! �. 11 Table 3.9 Rafter/Celtinl�Jatat Hoer joint connection Requirements I' iiai9s mph wind speed a 110 115 120 130 140 150 160 170 180 190 200 STORM t?RA!#!. - (Dead Load Assumptions:Root Assembly pL=1D psfj r vote ' e i vmd 85 $9 93 101 108 1 l b 124 132 139 147 155 W nd toad (70G-yr,return period,Exposure 0,C,and 0nd gush +� 1 �: I ^- ` Root Uve load ___Ground Snow load For Si _ { Seismic Design Category(SDC) ' �` Roof span(ft) D P 1 mite per hour-t).447 m/s. .• \ 50 a� 3s lz 7 2a� 36 D and D .. Load SDC 7 20 psf 30 Est t a Linear rote is rtnitted. ,..,_ .. . . . '. ... ...... _.._ _ .,_. .w .. .. .. ., e sm c .. C,Da t• .. , t interpolation )le :.•., .. ...._-_.,_..._..-.__.._.._... .._._.r- . . ... ,......... _.. ..... .__... . . .. s .._._._....,,. .-....._..-_,..._.... Rafter s,ssAs .. .w . ... ., 31 24 886 12 _..............__._....-.__._.._..... .. .... .. _ Rafters p qutred Capacity of Heel to 5 f tl A.B, 12 IA 36 ' •' CONCRETE COMPRESSIVE STRENGTH [ SEVERE :� . . . _ . ..._____.......__.-...�.-...._.__ __._ ..... � . � slope Re joint Con • ort ba < Table 3.4)3 d Shear ��$��'� ; a 12 » 360 720 1080 397 794 1192 1582 n 1164 1746 757 1534 23oQ i S ' H ;t Shear WdiTB Resisting Uplift a f 16 480 950 1440 534 lUS9 1589 776 1552 2328 202i 2046 3067 t c . 7 .. x, : 312 (PresCrtptive Alternative to Table 3.4) " ggg "VyAI„��-5--3, Q PSI GARAGE SLAB 3.500 PSI r '' _ 19.2 576 1152 172& 636 1271 1947 931 1852 2794 1227 2454 3681 •• - •"'•-''_'"--'' "' "' "•" --'-""' - " ''"""'-`•' __.._......_ ,. Oa r.Wind Speed 3-second use m h 110 115 120 130 140 150 260 170 180 195 '�' 24 720 14x0 Z16D 79a 3589 2383 1154 2328 3492 1534 3067 4601 Table 3.3 Shill Plate to foundation Connection Shear Land for / �• St 12 270 540 820 298 596 894 437 873 1310 575 1154 1725 Table 3.1 Nailing Schedule Table 3.3A5 ii/8"Anchor Dolts-Foundation Sill Plate Connection �� C�� Seismic Cont. �e '°� Top nBottom of - Wood Structural Panel Shear Wall pant!Nailing 4;12 16 360 720 1080 397 794 1192 592 1164 1746 767 1534 2300 Numberof Number of Resisting Shear Loads from Seismic(proscriptive Requirements 19.2 432 864 1296 477 953 1434 698 1347 2095 920 1840 2750 ^, ,r {Dead Load Assumptions:RoofJceiling=Z5 psf,Floor=7 2 psf,Partition=8 psf,Wall=110 p1f; Requirements Maximum Roof Span(ft)z s 24 540 1ofi0 2S2D 596 1192 1787 873 1746 2614 1150 2300 3as1 Joint Description Common Nags BoxNaRs Nail Spadng alternative to Table 3.3) �• 1!r� T_ {Dead Load Assumptions:Roof/ceiling=15 psf,FIODr=12 pst,Partition=8 psf,Weil=130 Plf; Ground Snow Load=70 psf;Lateral force resisting system Wood structural panel shear walls} Nail Sheathing Shear Wa11 Rows of 12 216 432 648 238 477 735 349 698 1048 450 920 1380 Spacing i6 288 576 864 318 636 953 466 931 1397 613 1227 1840 HOOF FRAMING Ground Snow Load=50 psf;Lateral force resisting system:Wood structural panel shear walls! Thickness Nailing Nails in 5'12 1!9.2 346 691 1037 381 763 1144 559 1127 1576 735 2472 2208 (see 3.AA) {see Table 3.4AJ per rafter - _ _ _ - - - - Rafter to Top plate(Toe naBed) sec Table 3.4A) (see Table 3.4A} per Joist i, SDC A SDC B SDC C Zu"slout toTop Plate(Toe-nalled) ( each>ap tvBntmum soca 5DCB sDce Minimum gywoo 4 4. - I ' Joist Penile)Better(Face-nailed) {set Table 3.9A) (see Table 3.9A) Foundation Building L 8d Common - - - - _ ' 24 432 864 1246 477 953 1430 698 1347 Zt><JS 420 1840 2760 Collins8 Foundation Building L/vJ t/w l/w /W L/W L/yy 15/32"plywood Nails @ 4"panel 1 3 36 32 24 12 i 12 154 309 453 270 344 511 239 499 .748 329 657 31 Cemn joist Laps over Portman%(Face-nailed) (see Table 3,9A) (see Table 3.9A) each lap • supporting Dimension,W I ]s 2 2.5 a i 1s 2 Is 3 3 ].5 2 2.5 3 � Supporting Dimension,w with species o/ 6 36 32 Z4 12 - , 16 206 411 617 227� 45A 681 333 665 998 438 876 1315 1 edge Befog and er tie �`"' � E ;ir"�•._' i 1.S 2 2.5 3 1 i.5 2 2.5 3 1 i.5 2 2.5 3 g � s 4 36 36 36 36 36 32 26 ZD 26 12 ; 7:12 g see Table 3.6) (Ste Table 3.6) P . .-. '_ � ft plies having 2 19.2 ZAT A94 741 272 545 817 399 _ 798 1197 526 IOS2 1577 tach end (!t) Number of Bolts R urred ( } Cellar 71a to Rafter(Face-nailed) ( Z_8d Z_l� _,�'• y Foundation Sill Plate Connection Shear load,pit''''s'' G�4g 12 field spacing 3 36 36 36 36 36 36 36 36 32 24 °, 24 309 G17 926 340 681 2021 A99 946 1497 657 2315 1972 Blocking to Rafter(Toe-nalkd) each end 12 I 1 1 ] 1 1 1 1 1 1 1 1 1 1 1 6 - - - . _ _ _ _ ; 2-16d 3'1� t 36 I 1 1 1 I 1 1 1 1 I 1 1 1 1 2 •n 12 I3 16 23 28 33 26 36 q5 55 6S 39 54 69 63 48 « 12 120 240 360 132 265 397 194 388 582 256 512 757 Rim Board to Rafter{Fid- al ?/16 OSB or Bd Common 1 A 4 36 32 24 12 - - - - - - I G •� ] ': 2:,;,:'2 :. :•-�2 � t+t 16 15 21 27 33 39 29 41 SZ 64 75 44 b2 79 96 lI4 « 16 160 320 480 177 353 530 259 517 776 341 6S2 1422 fRAMN r •20. I.:•.i".:.i.' .:'1a:•_1 i :•. �. .;i_ .i z'' i': and IWAIt Root eein & ,r., :..•. . . . . 15 32 Sz27 , .t:•;;• a.rr><.„+-: . •.:.x•:- :. - / RIYIN 9:13 4 818 r+g, _ to 931 Q9 3 3 36 424 536 panel 212 - a Is b" 7 -3' i 6 _ 1 1 1 N 5 1 .2: 2 ] 2 2 if r ''Y' 364 � 2 1 I ;; 7 :`'s � 19.2 192 P til' 3:i-•.`-Y a?.. of • 4. :f44+: _ 4 erfa �y2 .19 '•37.'•>"' 2 21 Floor :•:>:' ^cr.. r r, es i 'vi•y. i. v it sed of 4 -16d �;.�< 1022 153 Roof - 1, r u - 4 11 rf1 .... •...:, ..' .... ,�: Celt n ,.,:i'+'� - 76 11 ,y "F'"•:' 388 7 !led 1 Z 2 2 2 2 2 3 & t• � 36 36 36 36 28 20 16 12 S30 794 Plate Fete-eta 26 2 1 I 1 ] 1 3 � { .•r.;a:. - •:7'tr ;:,�:,:`':' ac and 6 A9 720 26S PI ( } -each side .. .. To P p Intl J .,•,• :'i.•� �`;; `' S P g 5-16 Io 3%k•: .149":' , 51''�` ,• 4;2E4' .1�ir,. - `'i, yy< 66r' ,c- '< �=; , `1'1;- 1d�`,.�`;'1 •`.. . 2a 244 0 4-16d r f 7r%`•t (r, z 1L=N.• Y :' ;c f. :. - iltshavin s 83 575 Face-na4ed 3 i i 3 2 z 2 3 Be Floor _•y,,- r :rte.• r.r••a:%•,, .c+�;;:•: <.f, P « 6 36 32 24 20 298 146 291 Top plates et intersections{ ) 24"o.c z 1 1 i 2 3 ,�;' �: -cg •;c -.r - ^;.•,. "i^•' e <.,c. :•� :r.;s:-~ 4 36 36 36 36 3 36 99 T P 2.16d n i i :! • � -'t ,;;,:° ..�< t.,_ 12 Tieldspacing 2 12 90 180 270 99 1 2-16d v r = ': ;[;t;;'. . "::3„-� r , i61� ' .�:'::;';::$5=ji�;I�O;z;: ,6„a,1S4'r� 120 2A0 364 132 255 397 194 388 582 256 511 767 Stud to Stud(fate-naliad) 16d 16d 16"o.o along edges ,'0 •i ' 36 1 7 7 z - 2 2 2 3 - 2 3 3 4 - r�•...�'':.,, .;t':............ ..s._.., .-..,�i. ..,t„•:S _��-7- 4.,$J.'.:r.:_. s G20.49 3 36 36 36 36 3fi 36 36 36 35 32 15 Header to Header(Fate-nalted) 12 1 1 1 I ] 1 1 7 1 1 1 1 1 2 2 tri - _ - _ - _ _ _ 12,12 698 307 see Table (see Table 3,5A) per stud ..{ t o 1 _ _ _ _ _ 11 To or Bottom Plate to Stud(End-nailed) { ,.. ib 1 1 1 1 1• 2 1 1 1 2 1 I z 2 2 m 477 233 P • /32"OS 4 596 291 58 873 383 767 1154 4 2 32 41 3 61 80 t•1 C .... .�20. '•'- '1',:,..i' .�:1 �1 ,�1 ] ' �1..:.t Z::..`:Z::':.�. I:u :":1:��;.''2 '.':��2-.':•-'`�9�•r.�:•9''� V, 12 29 37 45s 53 42 57 72 0 header,or 98 149 • s s 6 } 192 144 288 432 154 318 24 9b 70 101 131 145 - 15 8 a i0d Comm n 4 36 36 28 20 12 24 isD 360 540 199 397 t] 2-26d perfoot 22 87 1 2 b3 86 109 132 155 ht Band Dist,EndJalst 2-154' Roof,Ceiling,& '. +• - t '. plywood with Halls�6" ane! 3 36 35 36 36 36 24 20 16 i2 , Bottom Plate to FloorJo , i i 24 I'.:":''1': 1, " 1 :. z 1 :,:2 2„,'. 2 ':'3' ;2'.;..2-:! 3:" "'3 ;'1 4, P P 1 Heel Joint connections art not r¢quired when the ridge is supported by a ioadbearing wall,head g 8 zfloon :ry:; � 16 24 33 43 52 fit 47 b5 83 201 118 71 98 125 ]52 174 es spacing and b , 36 36 36 35 35 24 ZO 16 12 esistthea Red loads. 2. 2 2 2 2` 3 3 2. 3: '3: 4 3.5' r.,„v-wx,n,.:ra are . .x.., a••,: species of Iles edge P g r applied , ltd .. ..... ... ., ..�':.. ;:� ,• •.':�, s•t•'; ,-t'.: � ..... ..l .,, l.:.i,• ::,r'••... . ••;�::-•:.-,rp:♦:•.:..mac,;..,.•,.: or Blocking(Farr-trai ) - r r r „ 7, �_"88�:'.::=i48-•.. 9a;:'r:? �'�°':{':,:-:72.:x,,::83;:;:%��i14.. 135 'y;'�. •;;��?f104;".34 .•�;"•.173::�='•:204, « 36 36 36 36 36 32 24 verticalstNisor utiinstoatoadbeartngwaR,the tabulated heel)ohit 2 M ..l't._ ,;�,, - < 2. 36 36 36 d h P 32 2 I 2 z - 2 2 3 4 3 3 4 5 ,4:;c-r •-�-1/:'f;. r•' .•a,:: ,a'.�':+•t•'•f,- ••.r,.' _ xr', .:,:: Navin ra2Q.49 12 fte(dspedng 2 4 pOR FRAMING ,: . Roof,Ceilin - g3 - <;'i '•n, ht. i. ,,n< r. :�.i., �..,:: ..iii-; r�," .:�,. $ When y r ;�`' a reduction In '.<r re tt , ��'r" I tothe <.r`i• 36 proportionally span. "58•�-�=��:� 6 36 36 36 0 �.42.r 4..- - 8 '344'.,'�� t'15� ,:�:� 6 36 3 educed rt 36 1 2 2 z 4 3 4 5 6 :�; ...4,:•h r ,:,� ,• ,• ;.; ..� 158;.•„1 �1"• 22 �• 3 36 36 36 3 er Dist - - r,: ..; ::;'.. �,,,. z 3 a ;:c• ;5, °66'1;: $;;�, 1`_•`' „127,1? 1''r' ;;874' �3:•;:-�'- 13::' cann¢ctlonte requirements P+� Y A-lOd P I p - ..t}_ � �•;' 'v,F 'i.•;{"�•,r• ..,. .r,,,,,. ,i ql Ot Oars / '!%: 1. ..'A-':'• +!'.'• 1.•.'.. ,:v•,;•s:Ni:aS 4 8 a _= rn 1. "riy,;.,1t;z't.r,, oe-Halted r. . ":;i':'•'`' i o woodsplices, r T r i and t o 1st a irde i •,::� o c erdes T teteotG 1 1 1 1 1 2 1 1 2 Z 2 d5eism/c SDPWS t r ocelRn 0 Ili To P ( end ]2 2 1 1 ] 'n, sr. n.r •:r•:?• i al es!nProNsions orWJndon J P P gn g 1Rrt tristt B1 P lotsttoS P each 'i' '��=t;• 'r�2:>-'>4(S- :$$'f:~-73",, •8 ... MI5`:;?.' � - �41,-•-� �,;.r'. 7 >`s r_'•: SesAW ANS S ad D ( uiredforce • 2-Sd 2-10d Z •. e. ..,.°.. .,,..'`.... 1. ..,,.<.1^'r�' �;+:.;r��_.,..�.�,-.:<�2�._.;:Z42�r 1 U A D f � 3 Equivalent EI BridgingtojoNt(roe-nelied) 2 Sod : I < ':! 'j 154 I04 147 190 23a - P 2-8d each end ]6 1 ] 1 1 2 1 1 2 2 2 2 2 2 3 3 s s s e ailed 1 2' 1 '. :2 ,2�',:..3 3 2 .•< 2 3 .' 4 '` .'d 32 35 50 65 79 68 Y,. 47 I26 structural panels used to resist combined shear and uplift from wind. BlockTngtojoist{To n ) 4.3&J each black Roof Celtln & 20'',:�`• .1 �' . 1 2 . - A TabulatedheetJolntconnMlonrequirementsdonotlncludeth¢additlonalwetghtoftiteceitingassembly. sled 3-16d E 36 38 54 70 77s 74 205 I36 1505 112 159 207 228s 2 Where framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shall be permitted to be S Tabulated heel)olnt mnneaion re ulrements assume ceiling Joists or rafter ties are located at the bottom of the attic space. BlockingtosillorTopPlatetroe-ne ) 3Noors 24 3'::::. 1 _.° z' :. 2 .. ',2 2:":. 2,. :8,::'. .3 r ' '4 ,2 ::��'3 ' '. A."'.•5 ..,,.5 multiplied 1.08,butinnocaseshalltheyexteedaspanof36ft. J q Sul to Beam Face naked) 3-16d 4-16d each Joist 12 31 42 53 fi4 75 60 62 103 124 146 91 1Z4 156 184 221 + When ceiling joists or rafter ties ate located higher in the attic space,no attic storage Is assumed,and the tabulated heel Joint Ledger p ( perjoist 28...... I .:�' 2' 2 2 .'3 2 .: 3. . :3`:.: 4 . '`4 .3 ': ';•.4 "' S .' ;6 :6: 3-sd 3-Sod P 1 Jo1rt an Cadger Its Beam(Tat-nailed) tr�tt �' 32 2 2 2 3' 2 3 4 g' 3 S 6 7� 3 Tabulated valutstor plywood assum¢plywood with a species of plSas having a specific gravity of O.A9 or greater. i connection re Y 4.16d P I 16 35 46 bl 74 87 68 93 II8 143 I6fl 102 141 179 217 255• requirements the following factors: 1 , , ;:,,:,5:: Y'.,., .; - :» r.. sr;.v'>7 ;; i:::r., a: ,r, ,- For plywood with ether species,multiply the tabulated maximum roof spans 6y 4.90. t 3 3 4 5 a, 1,. 'n. {,> i t f=' ,;`" PYw caflbegRolght/Top End nailed 36 2 2 3 3 5 4 6 7 8� r 11,: ~'i` %i_ , to ) :r'' Bond root sdr :54:r; r$4R 15,- .''104' L 2"`'xS`l-: 19Y?' �4':` nection Ban ( + e f :;s. << is 6Q.:.'r: { _ >31 ,�.,><SB a;.2fi1'r -256;"290; t Ha.flolntton 3.16d P is s „., ember of double to late and bottom tate 1}i"and a s ogle t; •�Y'� .{• ;rr�.•.:. s",-;:: :'!r-e,•->••. .�R-••. o structural panels the to m PP P by 2-26d Roof,Ceiling ',,;. �:'." ;-;,•,.o:; '..� _, - , . :',•�';" 'y - � .:r•.:"•:i 4 Wood N P P P 111 rTo Plate Toe nailed) ;p;' 'i,:: _:_ ''L,'f ;,? >;' :i s;;. - c Plata to Roof Ridge sand o P 1 ,,1 ;r...•,.,, .. ,, Ad ustm ,::; :59:!,5,�63;r,f_.Ilu:: 5';'i1 18}r: 21eC: .;1 'J ' S'„•22S tt 2a:' - ,<'1�,`:`:,,»•,. �';'��`{:`� :r:, ,,,,�r• ,..�i'� �•3.., �;3' S. 25' -17 •�,c.. ;,z74r::� ersshalfbe placed from pa I emtFacton FATHING SDCD SDCD socD S. Floors r, f,",: .1,4 ;:;:; ;,y.. e;a ,.:.' ,:i.,, row p P edge. Height(HJH 2. ROOF SH Minimum ° + : , se 5.'• '•�.' <,. :•:r-' rs,: 7 •��'j_ -t:.r tI,,,■,: :rr; $4'rsr••af} :y ':_:7:2 .163...:..20f -`-:;228"� � �:-•-•;1'9x>',-:.'Z ii:,::•- r r='�3r{`�'. see Table 3.10) � '•.,1-S�eii°4(-�•,._.,.,.:•-.,. ,- ._.._.,.,r:,.,„.-.,.,.,._ �t;,,,..:, ,. r. ., .: .',._, ,,<... `��.,.•,..•, .,. 3-.,..,�!�..c.,.'r,`^^.%... . . 5 Wood structural panels the t0 mambarofthodou6letopplateandbottomplatabylX".RoVKof N 10d ( Foundation Building L/W L/W L/4y P P P " • WoodStnfctureiPanels 8d � E 32 SO 71 92 113s - 98 138 178 2195 148 209 270 33Zs - � � T T 1/2 2.00 wood s l structural Sheathing Supporting tNmtnslon,W ] 1S 2 2.5 3 ] I.s 2 2.5 3 i 15 2 2.5 3 fasteners shall be K"apart with a minimum edge distance of X.Each row shag have nabs at the R d soaclnn. • 2-10d Per support (ft} Number of Bolls Re uired''3''''''` 36 S4 77 I00 7105 - 105 144 144 2135 159 226 293 323s a - , t + t ' t " l "c 150 1"xb"or i"xB" 2,sd .. -- ------•----..._ _�______.,_.. - - 1"x10'or Wider 3-10d per support .. . : ._.. _-• �a ,ta<k•• �___. 3-gd 12 1 1 I 1 1 1 1 1 2 2 I 1 2 2 2 1/5 125 � u C:EsuNG SHEATHING 26 1 t z 2 z 1 1 z ! z z 2 2 2 3 3 Minimum SDC Da SDC D, SDC D= � 2/6 1.20 • 20 .-;, ',1;;;: 2 2:'� 2 ..'.'3 1 2:... 2,:�.' 3:';::3. .. 2. ,, 2 .. 3 .•• 4 q.. Sd coolers 5d coolers 7"tags/10"field Roof,ceiling,8 Foundation 8uiiding L L ,Tabi®3.4A itafter andjor Celting Joist to'I'op Plate Cat®rat andIno. 1.12 Gyps+rrst Wallboard 24 '� '2 a:f 2 2.. :3> .a I. 2 ..- .:3:,,c 3 .'....:4 2.::;'.3 '` `4':.,°..5 ::.:5 Expo. I Floor Supporting Dimension,W 1 1•S 2 Z.5 3 i 1.5 2 2.5 3 1 1.5 2 2.5 3 Y WAIiSNEATHING {•26. ." 2`i..' 2 : :3 :..A. . ,_q' 2' , 3�,'.A ' . q• .-•.,5, 3..•.:.'4 :..,.g.�:.:G;•:_7. ' Stloar Connection Requirements Nota:tateraldeflectlonofiherafterbetowthtrattertiesma txceed3/4intbwhenraftertlesarelocatedabovtont-ttiirci+ see Table 3.11 > '.' ft Foundation Sill Plate Connection Shear Load l/•''s'' tete top plate-to-root ridge height,He,or when ti Is greater than 2 feet and may require additional consideration. ed lod ( ) 32 2 3 4 A� 3 3 4 s 3 5 S 7 1 (Prescriptive Alternative to Table 3A4} 8 c Bp y Wood structural Panels 36 3 3 4 5' 3 4 5 e 4 6 7 e' 12 53 72 92 112 131 65 90 114 138 163 92 127 161 195 229 CopyNht C Arnerican Wood Counca,13mrionded/pdnted unuani to Licanso rooment No roproducaon or irensfm aue+ertzad. - � AMERICANy10pDCOCNCII Structural Fiberboard Peneh 3"edge/6"seld 32 1 1 2 2 2 1 Z z 2 z 2 2 2 3 3 16 60 83 106 129 152 74 102 131 160 189 104 144 185 225 256 - 118x•galy. footing nail - 2 3 3 4 5 <i7 "u -ren ck; ;,,. TJ.�w, ,,r. ..{:,.s;y, , ,a.. ^J ... 16 7 2 2 3 a 2 2' 3 3 3 ., - - "?8+• _. >_, "-:147":•,, '�.:' S5`=`; 'a3:•- �7 .132. 3 i4s;';�i'13t>:'•` 1s� '`%[s��. �,.•"�2n-' :,2, .-off,: x7 16"head - .�t�c,_ '-<� i, ;'� •y. 'r "!ort ) - 700-yr. • 1.1 2 / �i;'r, 20" r' nd Speed{ ,:.,4 1Ni R e Ito %:% r.. 3 .3 4. 2 8 _3. 5. 4 .6' 1 '•tr•r.;:,-• .:r'= ;y...,,;;: ,.,. 2' .' �•� �.'. :.�: '.. •.:;:4:` �`3: :5 '5 oaf,C ':7� P - r- -'>-� -`•�` •r; 70 180 195 30 150 1 1 . . . _ . . : . ,. •t,•. ,r,. ;;,,.. -.,,;. �.,,.. 15 120 1 1411 ti0 Roof Ceiling,8, r• {��.. ,i IID 2 i s. 14: s91` s field 7 a r5 '1 -'203, �� !:1� 1>•• ..2 2 7ir�'�'.83�' 3 ed e G r, �: .i �: ,r.$ 24 2 3 .4 G 4 5 '-6.'�: r•'. ,:;::,.,.-•^l.,..:' )• "•:r.:;,� all 5 {. h d y'"''••,r,.::;;f::•,4�!, ,rr 'r r r;• - n a, 11 ,roofing &1 Floor •-u, r� ^.;n. 3-second St m h 2 Hoon o- :a 25 2 .. ..... .,. .... .. s.r.u-n ,t. ,�, .-J. �:r` ,a c:i :.,:�` /3 y .>� . iia' s� -1�2z .xb6:t ��:� 4�'',..,i�..�•.'z�s:r_. •,I4b''; ' � :�..�..�,-.-:. 5��- ( >�r' Dire S,�Sa Corn>c►r Sf�it�"•Mold��v�i • 0.120"x1-3 4"long x 3/8'head) 28 3.,,...: 4 .. 5 5 .6 3 .. 4. ; ,5... 7.;; ,.7., 4 ,. 6.. B . ..9. :10 ,.,,. .G. �J. .,. -,. . .... -.. ... . .. . y..�...,..... ••��.-, j� - ' ,,..... . :' .:d -1 ...h'r ....d:+•...,.roc . ...._.,V ',>. .i:i':.�, �. ... � .,.. .ir��`,; y- �.� ..A QI 3Z 3 4 6 7r A 5 7 Sf 5 7 9 21' 32 87 125 162 1995 - 108 154 201 2465 - 152 218 2s3 3485 - Rafter/Cellan Joist Wall Number of 8d Common Nails or 10d Box Nails(Toenailedj DO �ii t :;std $' 5d coolers 7"tdge/10"fletd j - Gypsum Wallboard Sd roofers 36 A 5 7 � - S 6 8 ' - 6 9 11 12' s s _ s _ g Height 1,2,3,4 8d Bd (see Table iz 1 z z 2 3 2 z z 36 94 135 176 194 117 167 218 2A1 165 236 307 339 Spacing(in.) / p „__,.. ng Hardboard Hardboard Bd ed (see manufacturer) � 3 3 z 3 3 4 a 12 85 216 147 177 208 105 143 182 220 25fl 149 202 2S6 310 363' �• re a n • 26 2 2 3 3 4 2 3 3 4 5 3 4 5 6 6 pertidehoard Panels _ _ 16 96 132 168 204 240 218 163 206 253 298 167 230 293 357 420 $ 2 R2 qui 412E c Rafter and/or Ceiling 3stto7o Spier Con�ect n 3 3 ; p g( j h in a to r . '1D � 2 � 3 '4 •. .-5• 'S 3' ..�A �5 '6� '6 ��4�' :S �6 .'8�� :9' ,uw,, - . •f.. +•itN v..J r_ry nq,.,♦,•F•ti 1:�'"_,-°'%' iY'�• :',1'`n•"•"J.i:• r{l,:'1•(,F•�a, --•y-, Y f stn `it '_'1 •iY"'' y� ...i ,4 r_ Roo Ce & I:��' E 12 i t- ; .s<+t.- eatfii accts , %4 ��a :I'll(..•...� �2 al a t �'::.• 78� •�3 1�3'• 35'--'x:'287^•,;; BO � rt ��b .'10'� 'i22� ,.L ='rQ:•: xU'��4=it"7 �': .:1 .,.3,., Dla on r u o 4 5 �6� •7 S' 7.` `4 `5: 7 '8: .'f�'<" - t •''1 ..63 31!'-`•��4174��?:-?f27%. 8 d P PP >,�..,:, :.•�.:.. ,Y,. .•!y 3 3 3 3 3 z-iD 2 3 Roo - 10 2 d f Ceiling, - » -a ce E' "or i"xa 2 3 Floors - 3r, - I 1'x6 4 6 8' 9 �0� �6' �B. 3" Ort 4 S 5: 12'� `�3 V e ^4( 262�•....3Zp''-':.3. P ��3' s 3-30 ,2X1 , .F+i'i; ,5 d •a,. 3.8 r. •�:• . gi •r r � Floors .,'' 3 3 2 R rY i: 3 3 3 ��, 3 _ 2 lei l,i,, ;�;. ,r.::..,; 8 2 2 "or w ��x::f' Xl 5 9 "1 B 7 10 13 6 7 2 4 9 I1 6 1 - 3 :• 'i '-J ,j, 1 9. •3. '286 :3� 24;x:;:'284'c4,s :28: ;128.... >,23 35. .tl0 '2 4;^�"'y�r`;.`'`` :4' 5."..4..� - +�'�.... � 1 4b71;� 99,,., :s6S': 6 FLOOR SHEATHING ' r 9 22 16 1T' _ s 985„ _.. ...,.,..� : ............ ... 1 2 3 3 3 3 3 3 4 � ti>aat 36 5 7 9 20 6 9 it ' 72 y s"�� 10 2 2 WoodStNcturetPanels 2"field seefoo�notesl�7 - 32 4 139 197 255r 3I3 - ,172 244 316 3 - 243 344 X445 547 - 'j�•. ..� J i�iOQ}fl '.� ♦d.C�^ " 8d l0d b"edge/1 opyng 1 b Amoriwn Wood Counal.ilowdoadedrpdntod pursuant fo Ucense AgroomonL No roproduc:ion or bansfor avthorkad. 36 150 213 Z77 3D5s 186 254 343 3785 262 373 484 5336 24 8 3 3 3 4 5 5 S 5 S. 5 ; r`• °.'� ' 1 or less 16d 6"edge112"f[efd At,'I£fiiCANWO�COtIVCn. 12 122 156 209 253 296 151 205 259 3I3 367 213 289 365 441 517 f�� -, •-r;s; greaterthanl" iDd 10 3 3 3 4 5 5 5 5 5 6 :y. - i6 137 188 240 291 342 170 233 297 350 424 240 324 418 508 597 Diagonal BoardSheatiting d persupp .•<•rre;r ',•r•r;;r++• •+,>;r•$y�•r,,w.c••- •,,••_.••,. ^f' _ rt'.��^ :r:✓i'- ;+:.•' -i; ",i: p T Ae'sl'dteWail .. -sd z-io ort �,, - �,. .,, .,,1 '.fti�;, ,(t.' .� _� ;;.•�. ,; I Prescriptive limits are based on assumptions in able 3.4. " . ••: � ., .�2 ,.4f�If _ r ,.. � aa� z�2;fs;:3gs.,•...�t ��• � 3s9 =r 1 x6 ori xe _... _ ......,.. , ,,,�,,.-..,.;._, c a,r > : �•-.:, ,..7Y'' ,. , er su ort Roo >•:.l r:� r,:•9• ,'� :,„ �.*, :,...,:!._ pP f,Cefltn ;;.^„ ,.,.t .:.,•.•.. . •:�,...•--;;,�..::.�.:�.�;.<-yt:: :�r: Ito rafters the stem of the toenails in the rafter and ceiling Dist shalt equal or exceed • . " 3.gd ,,, •, ;�,•�r .., •-;;;,,, �.,.:,. •,,., - 2 When celling joists are installed parallel , g l q ,4... �8,. ..7.�d'}d;:�.,.�;�.4'7..,..h3+4�`' ��S- '.x`3'3-. :..455'.:.53 1 x10"orwidar L =i'c :.z. , �� -.. ��_„>...4 .Y •:�0'ti:'. 7. >2, 5��"`-�•,409`' 29`��i,4 2'.'%�75g i":,: • . • , • &3 Floors _ :'J- t' Jules shall p /'►�'L� /�� i r- :4',a 3'F<. required - Rn schedules ,s Te�UV i k:JRr'IL • yve Hai THANAA S �•,.' ...., '.. . O ESS THA . '� .' Alternative g t. <,: ',.,•,.•, ,•.,;.:: �. :..;> „ ><.r ;_,• ' i ..i, ,:;.:: �:�:.`; ?;�:•'~ '> <: the tabulated number of nails req d on-center the pa of HAPTER 60D.HOUSE RAT( v .,>z„ ,. ,.: y- l)�:-..: 7,rc• 32•••r•. .-T " ` at � � � ?�,. .as�:.. ?l: •.3i�1�«�� :,,•sQ � '•5s�r. ��`ais,_,:..�as� isi�l.._:.7ti9••a::-.$o1f: Nailing requirement are based on wail sheathing nailed 6 inches P Y l Nal g 4 :- TO BE FE.II,I HGT•SECURE TO•TOP�'LF.TE.. 32 198 •2BD 362 444s - 246 347 449 550s - 346 489 533 7T6s - 3 To avoid splitting,no more than 2 toenails shall be Installed in each side of a rafter or ceiling joist when fastened to a 2x4 •Hgldd d4Yn ' be used where watt sheathing natTing is reduced.for example,if wall sheathing Is nailed 3lnehes on-center at the panel edge to ,'::' , "•�;`; • obtain higher shear capacities,nalling rtqufrements for structural members shall be doubled,or alternate connectors shall be r 36 214 303 393 433s 265 376 487 5365 373 530 686 7565 top plate or 3 toenails in each side when fastened to a 2x5 top plate. 2=�a3d Calnli"ran��_, used to maintain the load path. /, = When wall sheathing Is continuous over co members,the tabulated number of nabs shall be permitted to bt reduced to ROOF PITCH GH ��f�• �'� 0 K M�X'¢2�i GLASS OK. � _ see footnotes 1-s. • •, • • nal{S Y`i'I�.Q„'a.Q.�. !6d nal] er foot. Copyright O American Wood Council.Oownloadedfprinted pursuant to license Agreomenl.No reproduction or transfer authorized. 4 Where top plate-to-ridge heights exceed SO',.they shall d Commo as follows: • • :I; ; � - �"I•j'�It-, AMERICAN WOOD COUNCIL -- _ Wall Height a 10,AMERICAN WOOD COUNCIL -- '. '. .�">' - :�( .• . � . TABLE OF CONTENTS: .. Go • TitBT 81:1TQ; • ... . .. PAGE' Top Plate to Ridge a � • 40 �tl�d�t+ �•y y - TOPIC: Height(ft) Adjustment Factor •. ,, tT > W CIU®� " ' ' . . , ... .,. AlCONDITIONS PLAN, .. � .CCPLfid11NG�E l2D' •; - .DEMotmDN,NDTEs,SITE PLAN S ..,e. � EXi5TISTING GOND --- t Or D• ON USING � Az ExisTISTING EXTERIOR ELEVATIONS 10' 1.00 1.°° 1 SING .(,., .-WOO FRAME CONSTRUCTION MANUAL 2 E ITt 15 1.15 1a; • ' �'" ' " "� & 3.28' • �,. � A3 FOUNDATION PLAN.HOLLOW COLUMN UPLIFT CONECI'IONS : 2 rA 3 50 ' '`•�^ �1• �� T-,-_ PRESCRIPTIVE DESIGN METHOD. .r�, DIAMETER a BOLT .PER TABLE S.2A .�.� A4 iSTFLOOR PIAN,CORNER HOLD DOWN ' . Q' '" -- -•� PLUMBING SCHEMATIC SQUARE FOOTAGE _ `� •'t. :l '' • • - • • CENTER SPACING INTO FOUNDATION.lNITH " :c'/," B.P. PLATE OVER$iLL PLATE. A5 EXTERIOR ELEVATIONS,WiND-BORNE PROTECTION EXTERIOR FINISH NOTES GJ� � * IDENTI �- �+�DE USE 1 '/." X 20 GAGE STRAPS l� EACH JOINT, SILL PLATE TO FIRST FLOOR WALL 1 . 4 :, _ A6 EXTERIOR ELEVATIONS ..... +� S' t' 1 .,r•.». •t •rt �'`. + . . �' A7 ROOF PLAN.GREAT ROOM CEILING PLAN AND CEILING FINISHES r .. • - � ..- ... 1 •`• ,; _ ' • •, _ _ •:, ,; _ - • • - STUDS, 1 -FLOOR WALL.STUDS TO 2 FLOOR WALL STUDS, WALL STUDS AND TOP ns SECTION A-A GREAT ROOM AND � - - • PORCH STEEL STRONG WAIL INTERIOR FINISH NOTES �'� �'1't�•��1��_. ' � • - `• - �- ��aa �'1"1��ae -� ' . RS AK OVER RIDGE AT EACH RAFTER OR 2X4 C0.1AR TiE IN A_g (t,}, � • 1, ,� .5��-�� .. ��1 /��/ n• � � ]�•• PLATE TO ROOF RAFTS Y.S.RES[DEN'TIAL CODE,BOILER PLATE PAGE �: ' '!' ql ' p�a1�g�[ ��:�� RESIDENT ®1 C ;_-. .I'--� - : - y�:}� . , -• _ - - . '�i•w Y� '1((l��, �rV��TiAL �eYrat esa•'" t " N • ,., j• ��- � . ':.' A10 BOARD AND BATTON DETAILS,PLUMBING SCHEDULE ' ��" •. t ' - . .. UPPER�THIRD OF ATTIC F'►T '16 ON CE TER. ;.:. _. ..... ........ ..... � .. '�, '� - • •• ._ ... r t A-11 FIREPLACE DETAIL,TRIM DETA}LS SA � � t ��=�� . : .•l. ' .. 'r .., : DETAILS AND INTERIOR ELEVATIONS tl: �• Y; � /•, , �O!' ' •� � R C ••' ••- SHINGLES FOLLOW NAILING SCHEDULE 8905.2.6 MIN FASTENERS PER �. THS#2&#s D ASPHALT � � ' W ` '. ::. Al2 MASTER BATH#1,LAUNDRY RDOM &SLING PANEL DETAILS AND INTERIOR ELEV N °� •.. _i•; Z` .'..•.' • FEL INSTALL PER R905. .7 � �` • � -• � . , SHINGLE, BLDG. EL , ALL � 2�.5 AIa KITCHEN ELEVATIONS&APPLIANCE SCHEDULE . .a` •; � �,o� Com' ' :BLDG E-14 ELECTRICAL CELLAR PIAN • • . g � ICE SHIELD. REQUIRED'FOR 1 24 ABOVE START OF 'INTERIOR WAt.I:) B ;> _ j y• .. - j / y ,• t r . 77 5 3 �� ST V E-15 ELECTRICAL( FLOOR OOR PLAN AND ELECTRICA ; t '�. tSCHEDU E f' i�a • r - t j/,pal. JI.�� . V M / T E A •a. < 7 9 �- E Sd'U��R AIV® �UTEI�, P'® B�� ,CODE-TABLE 8309. WINDOWS TO MEET D.P. RATING OF Mli`.40 � � ' .. � ... l I - H-16 HV ._. .. t I t AC CELLAR PLAN _ .. .. .. ... . ._._....._..-_ _ . . . . . ' . .. H-17 HVAC 1sT FLOOR PLAN AND NOTES .SEE CONSTRUCTION DOCUMENT DRAWINGS FOR ALL DETAILS PLUMBING SCHEDULE OWNER TO PROVIDE FINAL SELECTIONS � TYPE&SYMBOL ' QTY LOCATION MANUFACTURER SPECS. SINK 1 KITCH. MAIN TO BE SELECTED BY OWNER r SINK FAUCET 1. TO BE SELECTED BY OWNER �.,..) SINK 1 KITCH. ISLAND TO BE SELECTED BY OWNER SINK FAUCET 1 TO BE SELECTED BY OWNER SINK Z LAUNDRY TO BE SELECTED BY OWNER { / SINK FAUCET 1 r • S TO BE SELECTED BY OWNERlip � S Jar f _ 2 MASTER BATH#1 TO BE SELECTED BY OWNER i -- { UNDER MOUNT i FAUCETS 2 " BY OWNER - t _ TO BE SELECTS ; DECK MOUNT D ; W/C 1 TO BE SELECTED BY OWNER SHOWER 1 DEFON FLOOR WITH CUSTOM MEMBRANE �'- FLOOR TO BE TILE. DRAIN TO BE SELECTED BY OWNER.TILE WALLS OVER WONDER - J BOARD SHOWER FAUCET 1 " - �p -��EI�...�w��T� ...� .G_�__'r'�_....�"•7�5�� TO BE SELECTED BY OWNER.THERMOSTAT LVE% PEX FEEDS, NIPPLE W/_. ...... VA " HOSE ;' - ' 7 AND WALL HUNG HAND HELD HEAD AND z. - _.(rCc�-•x.9.,1 __�' _C1�.11�::�5 _�.t�`'C`j::"."_:�..�"T�.T::'::.".•-- ..-... _._;... , IX 60"HOSE SHOWER HEAD, MOUNTING, ,. . AND DIVERTER AS REQUIRED .4 ,� ! _• S_.-. .�''"� �� cad t � � Q ; LAV. Z BATH#1 HALL TO BE SELECTED BY OWNER aA 1 _._. . -�� _........__........... ..... .. ..... UNDER MOUNT - " _-ice.._ LAV. FAUCET 1 TO BE SELECTED BY OWNER } ( ! DECK MOUNT f W/C ,,-�._.-, -`--�-•-•-- c1._ - : _. __�'_ . _ 1 TO BE SELECTED BY OWNER (.• .� .. `'' I _.. TUB 1 . TO-BE SELECTED BY OWNER TUB FAUCET 1 TO BE SELECTED BY OWNER SPOUT WITH JT *OfEt DIVERTER, NIPPLE TO HAND HELD AND i ,r_..__ , i{ _ _.__._...._....... _ 48 HOSE,AND SHOWER HEAD L r AT:.:��«• � � �•-}--.�?�,__`��1:1� ....._._._......_..._.. . _ �—�:..._ .._. ....__._... LAV. 1 % BATH#3 TO BE SELECTED BY OWNER UNDER DECK - - "' -- - - MOUNTED LAV. FAUCET TO BE SELECTED BY OWNER DECK _ •. t�;rJ�Qc'. � ;,�-�-�'r - - :. MOUNTED E. _ : .w- �.. N_ _ SHOWER 1 OUTDOORS 3/"VA SYSTEM TO BE SELECTED Y LVE SY M ECT D B OWNER: FEEDS TO BE WASHING MACH. 1 LAUNDRY ROOM HOOK UP AND ACTIVARE AS REQUIRE© - . INSTALL VALVE BOX { ( j 2. - DJ '/4 x4 - � , _... ... ..� J-Channel APPLIANCES KITCHEN HOOK UP AND ACTIVATE AS REQUIRED HISTartIC SILL SEE OWNERS APPLIANCE ORDER AND THE i f `� i = �" - �-•` � ""hh-�� "` - p- -' � MANUFACTURERS INSTRUCTIONS ' HOSE BIBS 4 EXTERIOR FROST FREE HOSE BIBS I OR#4,BAY LR J BAY TERRACE,BR#3 HVAC EQUIPTMENT ATTIC CONSTULT HVAC CONTRACTOR&GC. HOOK UP.AND ACTIVATE AS REQUIRED 01 PROPAN GAS LINE RANGE INSTALL BURRiED 1,000 GAILO GA5 r' � �_•„ TANK TO F ED GENE TOR & KITCHEN I _ ._ s A �t(? 'T"t� t�t/� � GE.CONSULT OWNER FOR ALL LOCATIONS _ �,, tom,' � -'•' - -� �- --- �(��.. fl GENERATOR PER OWNER UNDER SEPORATE CONTRACT PLUMBING DRAIN CRAWL/CELLAR ALLOW FOR EASY DRAIN BACK WITH -� BACK VALVES VALVES IN CRAWL/CELLAR. BREAK DOWN: f a-BATH#1,b-BATH#2,c-BATH#3, d-KITCHEN,e-OUTDOOR SHOWER } - IRRIGATION SYSTEM GARAGE CONTROLS UNDER SEPORATE CONTRACT.EXISTING I ' TO REMAIN AS MUCH AS POSSIBLE. %) CONTROL IN NEW GARAGE NT , DHW CIRCULATING IN LINE PUMPS FOR ALL ZONES FOR: _.._.._.._______...._._.. .. i PUMPS CONSTANT HOT WATER.CONSULT GC AND f� -- ( ., OWNER DOMESTIC HOT WATER CELLAR ELECTRIC HIGH EFFICIENTCY HOT WATER 1 HEATER. REPLACE EXISTING UNIT. i ._. ..__.._ .... CONSULTOWNER 57 �.:. _...__.._.._..... -�� FEEDS PEX.ALL EXISTING PLUMBING LINES TO BE _ ._., - - - C_—`� %"FEED RUNS -- _�--- - . _._ REPLACED ALL SHOWER - CITY WATER EXISTING EXISTING FEED TO REMAIN (je, - ---- - t _ SEPTIC SYSTEM FRONT YARD EXISTING SYSTEM TO REMAIN.TIE LINES N UT� _� �~ ._._.._ _ TABLE OF CONTENTS:, Q -- INTO EXISTING SYSTEM,TO BE PER CODE. ; PAGE:: TOPIC:' . NEW HOUSE VENTS REQUIRED Al: EXISTISTINGCONDITIONS PLAN DEMOLITION:NOTES SITE PLAN /` ' •_ _ _. �. -- A2'. EXISTISTING EXTERIOR ELEVATIONS A3 FOUNDATION PLAN HOLLOW COLUMN LIPLIFT CONECTIONS SHOWERS TO HAVE 5/8"CDX SUB FLOOR WITH MUD FLOOR PITCHED TO DRAIN AND t A4 IST FLOOR PLAN,CORNER HOLD DOWN,PLUMBING SCHEMATIC,SQUARE FOOTAGE ) MEMBRANE OVER PITCHED TO DRAIN.STONE OR TILE SET IN MUD OVER THE MEMBRANE. A5 EXTERIOR ELEVATIONS WIND-BORNE PROTECTION EXTERIOR FINISH NOTES SHOWER TO BE CURBLESS,AND WHEEL CHAIR ACCESSABLE.ALL WONDERBOARD TO BE • I•, � Afi EXTERIOR ELEVATIONS A7' ROOF PLAN GREAT ROOM CEILING PLAN AND CEILING FINISHES APPLIED OVER ALUMINUM FLASHING OVER INSULATED STUD BAYS OR MEMBRANE OVER I As ': SECTION A-A GREAT ROOM AND PORCH,STEEL STRONG WALL,INTERIOR FINISH NOTES ,t .g STUDS,AND%:"WONDER BOARD OVER WITH TILE/STONE OVER. A-9 N.Y.S.RESIDENTIAL CODE BOILER PLATE PAGE A10 BOARD AND BATTON DETAILS PLUMBING SCHEDULE A-11• FIREPLACE DETAIL 'TRIM DETAILS BATHS#2&#3 DETAILS AND INTERIOR ELEVATIONS _ PIPE INSTULATION,ALL PLUMBING FEED LINES TO BE INSULATED WITH PIPE WRAP PER CODE. Al2 MASTER BATH#2 LAUNDRY ROOM,&SLING PANEL DETAILS AND INTERIOR ELEVATIONS A13 KITCHEN ELEVATIONS&APPLIANCE SCHEDULE WASTE LINES TO BE SOUND INSULATED.ALL RISERS TO BE CAST IRON,AND ALL RIDERS TO BE E-14 ELECTRICAL CELLAR PLAN LOCATED IN WALLS REMOTELY LOCATED TO CONTAIN THE SOUND.SOUND DOWN AND i E-1s ELECTRICAL IST FLOOR PLAN AND ELECTRICAL SCHEDULE H-16. HVAC CELLAR PLAN ROXOL SOUND PROOFING TO BE INSTALLED TO CONTROL ALL PLUMBING SOUND. _�H-17 HVAC IST FLOOR PLAN AND NOTES S T E �i. AND J U '�' DOMESTIC FEED,IF NEAR EXTERIOR WALL TO BE SET TO THE HEATED EDGE OF THE WALL AND QED 4� A R C H I .T E C T U R E= L A N`.D' S C A P E D E S I G N ALL LINES PROTECTED WITH A NAILER SHIELD.ALL;EXTERIOR WALLS TO BE SPRAYED WITH s �5��RD rm9•Sc'Si�, + • CLL INSULATION.CONSULT GC. 1� CLOSED IATI CO a 1 /� ALL ROOF VENTS TO BE ON EAST SIDE OF ROOF AND HIDDEN AS MUCH AS POSSIBLE AND TO BE PAINTED TO MATCH ROOF SHINGLES. • ' • • �; �IP.O.'BOX 1709 124 SSUP AVENUE UOGUE 'NEW YORK 11959 PHONE fi31-6533877 suterandsuter@gmail.com ALL DOMESTIC FEED LINES TO BE PEX AND ALL SHOWER FEEDS TO BE W. .( i s .,a•a`R� lx " A� __....._...._..._._._ , ' i