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Home My WebLink About38118-Z �o�o - coG Town of Southold 1/19/2016 P.O.Box 1179 W'c 4,..),,4A 53095 Main Rd - o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38055 Date: 1/19/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING . Location of Property: Private Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 7.-4-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2013 pursuant to which Building Permit No. 38118 dated 6/21/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: . one family dwelling with unfinished basement, rear deck and covered front entry as applied for. The certificate is issued to Harris,DF&JM Childrens Tr - of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0063 11/20/2015 ELECTRICAL CERTIFICATE NO. 38118 8/5/2015 PLUMBERS CERTIFICATION DATED 8/14/2015 Glenn Gello '. .',f4 t rizSi;nattire � �Og�FF01,.�� Town of Southold 1/19/2016 -,,. __ ';`'„\,, P.O.Box 1179 53095 Main Rd ;y�, oma , Southold,New York 11971 ' pl, *a , -ti t CERTIFICATE OF OCCUPANCY • No: 38056 Date: 1/19/2016 THIS CERTIFIES that the building SHED Location of Property: Private Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 7.-4-10.1 Subdivision: Filed Map No. Lot No. , conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2013 pursuant to which Building Permit No. 38118 dated 6/21/2013 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: non-habitable accessory storage building as applied for. The certificate is issued to Harris,DF&JM Childrens Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED • _ t ed ignatur . �;.= TOWN OF SOUTHOLD 019 49 BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY :,tl * �a�, :ti: 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#: 38118 Date: 6/21/2013 Permission is hereby granted to: Harris, Gwendoline PO BOX 372 Salisbury, CT 06068 To: Demolish & construct a new single family dwelling with covered front entry, rear screen porch & deck and 18' X 18' accessory storage shed per DEC approval as applied for At premises located at: Private Rd SCTM # 473889 Sec/Block/Lot# 7.-4-10.1 Pursuant to application dated 6/21/2013 and approved by the Building Inspector. To expire on 12/21/2014. Fees: DEMOLITION $815.20 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,556.00 ACCESSORY $359.20 CO -NEW DWELLING $50.00 CO -ACCESSORY BUILDING $50.00 Total: $3,830.40 412.4_ . Building Inspector ,s 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$15.00 Date. (€ 17 13 New Construction: r Old or Pre-existing Building: (check one) Location of Property: I1'D © a Aide ito Fs L.04-5 _Ts l /VV House No. Street Hafnlet Owner or Owners of Property: 6l'k ! (Kt, All Kt- efrArliS Suffolk County Tax Map No 1000, Section 001 Block it Lot cl-f /0 Subdivision Filed Map. Lot: Permit No. 11 CC Date of Permit. b -Zl" 13 Applicant: Z+$ CST f cX•1.G Health Dept. Approval: • Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ f 0-0 �---� 01. Applicant ature 1 �1,• ,a SOOjj*O 111 ,`O l0 Town Hall Annexlig 411; Telephone(631)765-1802 54375 Main Road ; N , Fax(631)765-9502 P.O.Box 1179 o � • % roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 1 1 y11 �OUNTI,� ,,61 ... s_s. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Gwendoline Harris Address: Private Road- 1140 Old Well Road City: Fishers Island St: New York Zip: 6390 Building Permit#• 38118 Section. 7 Block: 4 Lot: 10 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA. Z&S Contracting Inc. License No: 4798-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 Garage INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 61 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 30 Smoke Detectors Main Panel 2-200A A/C Condenser 3 Single Recpt Recessed Fixtures 11 CO Detectors 3 Sub Panel A/C Blower 3 Range Recpt 30A Fluorescent Fixture 18 Pumps Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 2-200A Switches 61 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 5- Paddle Fans, 6- LED Dormer Lights, 1-Steam Unit (Shower), 4-Front Door Stair Lights, 1-Heated Towel Rack,Radiant Bathroom Floor Heat, 14-ARC Fault Circuit Breakers, Notes: 1-GFCI Circuit Breaker, 1-Water Booster Pump, 1-16KW Standby Generator with 200A Transfer Switch Inspector Signature: F Date: August 5, 2015 Electrical 81 Compliance Form.xls LutP CERTIFICATION Date: /I/ Au61.057 1 4)16 - Building Permit No. 3 8 11 0 Owner: is WGvkJo llfru.- A1'1.e -ccv-Y`l $' (Please print) J Plumber: 6 l e pi n G e AO (Please print) I certify that thesolder used in the water supply system contains lesskthan 2/10 of 1% lead. `C ' "„"Ke. . /5e _.... (Plumbers Signature) Sworn to before me this /5/1 day of , , 20/6— al, r,. `: '.Ji:/ Notary Public,c- ti County _S O i/8 1tie..a,163 flITT7 Jacob D. AlbertA,R&T Architects, Inc. l -1j 262 Washington Street I I JAN - 7 2016 12 Boston MA 02108 i (617) 451-5740 - -- ----_ I [i1(, f.) Pf 4 January 2016 Michael Verity Building Inspector Town of Southold Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold NY 11971 RE: STRUCTURAL INSPECTION AFFIDAVIT Harris-Milliken house 1140 Old Well Drive Fishers Island NY Suffolk Co. Tax Map #1000-007-4-9&10 Permit #38118 Dear Mr. Verity: We as architects worked with Siegel Associates Structural. Engineers, who prepared structural drawings and specs, which were submitted, along with architectural drawings.,,, tg the,;building department. We made periodic site visits during construction and were in regular touch with the contractor, Z&S Contracting. According to our observation, the completed building structure is in general conformance with these documents. On the basis of this involvement, I certify that to the best of my knowledge, information and belief, the specified structural work performed on the house complies with the submitted permit drawings, with the structural provisions of the New York State Residential code, and with accepted structural practice. Please feel free to call if you have any further questions . Very truly yours, Aeeteee - II .0e"n,RtD Cif gni acob Albert OOOO gs 1 Of lHE ci �0. v -oeeeee�o- 38/( f SOU/ ',`o� SOU/ _Po` , I'�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING E FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI ' ,TION [ ] CAULKING REMARKS. 9u. �Ii 4,1 ! 'i �j DATE ° 10 INSPECTOR 2. Me, ,, -( q-A ; o� 06: /, -c q,� , TIOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FI.i AL) REMAR • S: / 0 .`i%..i.„A... ..ri aMal li ,//3-/Y /41/44-1), az, ,� �. /.iZ.: 4 All 4 li. 49 Leiiti 7D /5 _ /c)-srg, 0)0 (5777,- X 4-081,,E (..i&i#C. ( A ' DATE / // /3 INSPECTOR . CA, 0 to - • moo,,/ r-c) , TOWN OF SOUTHOLD BUILDING.DEPT. 911 765-1802 INSPECTION _ [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREP E.A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: An/n/c-,Al1°4 aa� Jr; es. - ren • of f 111 e k x„e___ -0 f' DATE It l INSPECTOR `AA>4 IJ (4%. 0€ <It) Q I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLUMBING [ ] 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: w • DATE ///f F / / INSPECTOR • FIELD i '+' • aNREPS ....-DATA.. COMMENTS '. CRINDA'i'/ON(1ST) • • FOUNDATION(2ND) • • ROUGH FRAMING& PLUMBING L. • • fr Ar-p ) r,,,,sr • INSULATION MORN.'Y. STATE ENERGY CODE • Ze I // FINAL „AASL f7G ,,,.� G✓ `� 4- .5 { ADDITIONAL COMMENTS . �! • 0 _ 2 r • q_ • • • • • • J ` Q �V ;• 9 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval ✓ FAX:(631)765-9502 + Survey ✓ SoutholdTown.NorthFork.net PERMITNO. 'ir1•� Check f Septic Form N Y.S.D.E.C. ✓ Trustees ✓ t r ' Flood Permit ✓ Examined to 1 I t,20 Storm-Water Assessment Form ✓". Contact: _L� -� Approved 4,/)j 20_ Mail to: Z� Wl��'�s4't�( ,_ -�+ Disapproved a/c 'Ed, )3"X ZoZ 5KS TSL -J y Phone:( 3i7g.f [257 e(s/o / Expiration ) y�}.{,20 Building Inspector APPLICATION FOR BUILDING PERMIT / Date G I7 ,20 1 3 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a 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 .•. regulations,and to admit authorized inspectors on premises and in building for necessary inspections. , C3 d—Ad (Signature ofapplicant oi>!ye,rf a corporation � �� (3o . &,x , (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of pre ises ("WP.t C10 I 1 . ANNI, ; �---�� (As on the tax roll or latest deed) If applicant is c oration si re of• • a .rized officer (Name and.title o cor ate of icer) Builders License No. . 4/67 3 —1-1 Plumbers License No. 3 Electricians License No. '71 g-'h1 F Other Trade's License No. '(It I I ^ L Yd I. L lo �d on©cit opose w r ,4J House Number Street Hamlet County Tax Map No. 1000 Section 0 0 7 Block Lot 51 / 0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and i tended and occupancy of proposed construction: a. Existing use and occupancy n. CS( b. Intended use and occupancy 2e-Sq._t ea 3 Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition v/ Other Work Geis tl 4. Estimated Cost Z/060i er'O — Fee • a (Descrion) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth . 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate anyzoning law,ordinance or regulation?YES NO ./ 13.Will lot be re-graded?YES / _NO VWill excess fill be removed from premises?YES NO— l ,/30X--7.�?2 (7ArvtIcIFT 7' Sw--"5"1/c 7 Phb of —627 2 14.Names of Owner of remises Arwa S Address one o. Name of Architect d- essb2-wa5h fri 5tPhone No c`l+ • #2177 ifri 57y0 Name of Contractor 2 S r1 r,x,Address tflO Piec 2152— /Phone No. (a-3/ 7 S 7�S7 s' i " d AAI. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES, NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED b.Is this property within 300 feet of a tidal wetland?* YES „ NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17 If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. . 18.Are there any covenants and restrictions with respect to this property?* YES NO * IF YES,PROVIDE A COPY. c, - i.1", - - STATE OF NEW YORK) Y COUNT' •- Ala."`. �` o� o ! �%being duly sworn,deposes and says that(s)he is the applicant J (Name of individual sc ni•_ ont acf t a ove named CS, 1 l ( ° " , *�2 Y o (S)He is the r OW (Contractor,Agent,Corporate Officer,etc.) •_ N � Q V) co j of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; 5 r Cl) that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be gym..°D U o Z Z performed in the manner set forth in the application filed therewith. °W V) R.62- 67 Sworn before me thi a [>- i Z / day ,Ij. ' 20/J is O G� ;/ - ..0.12M. /.,dam.., ' ,,,,� 7 2istary Public k.,•ature of Applicant , NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04171 • PERMIT Under the Environmental.Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: GWENDOLINE ANNE HARRIS HARRIS PROPERTY PO BOX 272 1140 OLD WELL DRISCTM#1000-7-4-9&10 SALISBURY,CT 06068-0272 FISHERS ISLAND,NY 06390 (860) 824-7729 Facility Application Contact: MO ENVIRONMENTAL CONSULTING PO BOX 447 QUOGUE,NY 11959-0447 (631) 653-0607 J Facffity Location: in SOUTHOLD in SUFFOLK COUNTY Village: Fishers Island Facility Principal Reference Point: NYTM-E: 751.859 NYTM-N: 4572.988 Latitude: 41°16'08.7" Longitude: 71°59'35.6" Project Location: 1140 Old Well Drive-Watercourse-FWW#MY-9 Authorized Activity: Grading associated with demolition of an existing dwelling,shed and septic' system and construction of a new single family dwelling,deck,porch, shed,retaining walls, septic system and driveway more than 100 feet from regulated freshwater wetlands and therefore beyond .. Article 24(freshwater wetland)jurisdiction. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 12/28/12. Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-4738-04171/00001 New Permit Effective Date: 12/28/2012 Expiration Date: 12/27/2017 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION memr Faculty DEC ID 1-4738-04171 NYSDEC Approval • By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:LAURA J SCOVAZZO,Deputy Regional Permit Administrator _ Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK'SO CIRCLE RD STONY B OK,NY 1179 -3409 • Authorized Signature: (a./"_. Date/2i'31/ 12 Distribution List JMO ENVIRONMENTAL CONSULTING Habitat LAURA J SCOVAZZO Permit Components • NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: FRESHWATER WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Richard H. Strouse dated 9/13/17 stamped NYSDEC approved 12/28/12. 2. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION morr Facility DEC ID 1-4738-04171 3. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 4. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 5. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels,solvents, lubricants, epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. • 6. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 7. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 8. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance shown on the approved plan. 9. Materials Disposed at Upland Site Any demolition debris, excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body,wetland,or wetland adjacent area. 10. Silt Screen Prior to commencement of any construction activities, a continuous line of silt screen (maximum opening size of U.S. Sieve#20)shall be staked along the Limit of Clearing,Grading and Ground Disturbance line as shown on NYSDEC approved plans . • • Page 3 of 6 OIA NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION .Or V ac'lity DEC ID 1-4738-04171 11. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. 12. Maintain Silt Screen The screen shall be maintained,repaired and replaced as often as necessary to ensure proper function,until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. 13. Clean Fill Only All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt,slag,flyash,broken concrete,demolition debris,garbage,household refuse,tires, woody materials including tree or landscape debris,and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 14. Equipment Storage 100' from Wetland,Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. is. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year,a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 16. Seed,Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project,within two days of final grading, or by the expiration of the permit,whichever is first. 17. Minimum% Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 %area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 18. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit,shall be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKS°CIRCLE RD STONY BROOK,NY 11790-3409 Page 4 of 6 a NEW YORK-STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION mow Facility DEC ID 1-4738-04171 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly • provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK'50 CIRCLE RD STONY BROOK,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify,suspend or revoke this permit. The • grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04171 e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERNIITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees, • and agents("DEC")for all claims,suits, actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. ItemB: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the • permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: 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. Page 6 of 6 e - Town,..., of Southold - Chapter 236 - Stormwater Management ._: ............ '�� 1 SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPUCANT NAME: Owner•Agent-Consultant-Contractor or Other (Circle One) Property OWNER:(lf Dlfferept •Appll at) L-+S Dox- v c-ti p t..s iVe4 t o I �1 ✓n s • Address: Pt C� V DIS 2_OZ 1/L[.✓S't Ikh O4 Address: ()t f� 24( /Z (1 A l ths� 521444214. T[o a r#:7 gg 785`7 '?�g Sb oo -' N,/, Telephone t;+: 1i Fax#: e�OlOv '�oir.k . E-Mail: 7-A.nQj' a -ttsh¢►-s i slarci 1 1141" E-Mail: Property Ad a Brief Description of Construction Activity,Proposed Structural BMPa,Soil �` o c�� w�c- F, tN'11( Y •7 _ , �I/ Stababration BMPs,Project Scope and/or Sequence of Construction Activity S.C.T.M.e: 1000 OD �}� fTblh/� (Provide Aoau�al Pages as Needed) Duma fieewe e Name of Contractor andlo Contact erson Responsible for Implementation of SWPPP: 7+-5 Coma2Address: p 36x siviS _t5104.01, I /� __ _� KiS� (?. sc at = �. 61,4.44v2-11..ficin csP Telephone N:s it/pr€ Fax# 50_0,,,,e_ ---€-)61S 1_- ___Cy,wCel .lL-- - -- --- -- ( t E-Mall: Vaittx, c.4 aj Name of Pers* R nsible for stallatil Maintenance of Erosion Control Practice: CeArtrt• J weV iK Address: �j I ' Telephone g; ✓ a" "Q — Fax B ^ •' `r`''�'- w(b-th e _-- E-Mail: .f o- C/ s` k- 4�k.�- ,, : d,(,L,✓} � �U� ""' Total Area of All cr f1/4,,-4Total Area of Land Clearing Lt Sr-. Project Parcels: �i andlor Ground Disturbance: ___L______000 (SF/Aces) (S.F I Aunt) CIA., CA... t Project Duration: I_� I Start End S (Anticipated) L`i Date: Q)/3 Date: 2I 5. - (Numberor Calm+drrDays) Will this Project Disturbs five(5)or More Acres at f _ Any One Time During the Proposed Development? Yes o If YES:Please Answer the Following) • •-•• a. Does the Applicant have a Qualified inspector On Q Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site ri r, Ust tho NAMES or criptIo of all P ntially impacted Watorbodles andlor Wetlands: Inspections will Occur and for What Period of Time? Yes No - (/J €iTJ Vj!/✓19v✓ - -� c. Does the SWPPP Adequately Identify All Temporary r1 r� A t, / and/or Permanent Soil Stabaiizatlon Measures? Yes NoFt - d. Does the SWPPP Adequately Identify a Complete r-1 r--1 Project Phasing Plan 7 Yes No Status of Impacted Waterbody:(eg.TNDL,303(d)Usted,Impaired.-) e. Does the SWPPP Indicate Additional Site Specific 1-1 1-1 Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland..) Of Intent and SWPPP Acceptance Form for Review r-1 1-1 by the Town of Southold? Yes No li • xTl� STATE OF NEW COYORK, UNTY OF 5a- II k- SS That I, D Y 1jL3 �l Stix( I l O � duly sworn,deposes and says that he/she is the applicant for Permit, (Name of Individual signing Doasne ,_J_ And that he/she is the �,i�•t I (At, (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in:this application are true to the best of his knowledge and belief;and that the work will be performed in the man er set forth,in'the,applicationbed herewith. r ,•�j,c Sworn to bgfore me this , ` r� /�°L�4r�ikJ NOTAfRY PUBLIC,STAda of E O EW OR (Signaturaor cant) SWP SIR �i BFORM: 03-12 �`• -' =- 4,,.- ` QUALIFIED IN SUFFOLK COUNTY _ COMMISSION EXPIRES 05/24/2014 '�r; ='-' , • ° �:-..} Town of Southold - Chapter 236 - Stormwater Management CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and sub-contractor(s)that will be responsible for Installing,constructing,repairing,replacing, inspecting and maintaining the erosion and sediment control practices included in the SWPPP;and the contractor(s)and sub-contractor(s)that will be responsible for constructing the post-construction stormwater management practices included In the SWPPP. The owner and/or operator shall have each of the contractors and/or sub-contractors Identify at least one person from their company that will be responsible for implementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the !• referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings." Cy Thou& Si.c CCU "FrtSccil6/1/3 NAME TAM: Datc In addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for. r Specific SWPPP Element: +'us 4- niatu4K2 S -61-14e. (Please Describe Here) __ ',, __Ile f... b- p --� f'Y �%IP�KA►! (ICCII1414-1 ��C�E/a� ,v'.1L-__L-[ =:Es ;tIeraneonracors) ��,,//�� I r /-PP implementation; Q�1r� 8 �O�l.f LGo p/�°�GL%�k%/ 4/463- NAME I . Title: Date NAME,address and telephone number �S ` G I of the Contracting Firm; .____ .. --_�?C24_DAY.... ? ! Y Property Address and Suffolk County Tax Map Number of the site; 1q0._ _ __ r�..-3_ 51 __ 5 / C9 �. ff S.C.T.M.#: 1000 '7 q +lo District Section Block Lot "^ — The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained at the construction site.If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced,they must also sign the certification statement and provide the information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper format within five(5)business days, unless otherwise notified by the Department. SWPPP Certification Statement FORM: 03-12 : .r For Department Use Orin' _ T.O.S. "SWPPP" Preparation - Chapter 236 ;: S.C.T.M.#: Property Address: �� 1` - 1 Storm Water Pollution Prevention Plan� � -..S1 :. loco� Review Checklist Checklist # 1 District Section -B1 ek Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: ; ; Plan Sheet YES, NO N.A. Explanation for NO or N.A. (Does the SWPPP Adequately Provide for and/or Indicate the Following:) , ,I/ Location(pg.#) 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. 10I—I 2, Construction ai PhsngPla . n Indicating Sequence of Proposed Construction 'Activities. _ .� r�S Si -ex w .C 3 General Location Map _.__.__-.--•--•--.-._-- !i i i 01 a_CA _S._._.- 't_) t Iyo CS"-:...a _ ,- 4. Dra'ange Site Plan Drawn to Scale at Sixty(60 j feet to the Inch or larger indicating the Follow ng_ I U/. MI ©, a location and Des tion of Pro _ Bo _ ._ - - ..___ _. . . - .-•---c-p--- ___homy._-_undaries•----_._. ■%, r _ _ b. Site Acreage; 1 a,t =IL c. _All Existing,Natural and/or Man Made Features on and within 50'of the Property!Boundary; III/ -AN r—)r_ d Test Hole Data Indicating._Soil Characteristics&Depth to Seasonal Hfgh Water Table_ _I l'J/7t N [Q I e. Contours Indicating Property Elevations(Mtn.2'); Kvi MN =Si .__._.... f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; 1 a,7I 0 Q/ _.__._.._ - - -- ._._... -- - J _.... - g. Location of Wooded Areas&Isolated Trees;Mill a finimum Dimension of 11? Ilineter; I •w 01 fi-Soil Conservation Mind-SoilSurvey- 1�A ii= 5. Background information about the Scope of the Project,Location&Description of the Site, i 0 ©; __Proposed Changes to the Site and All Existing Development on the site Including the Following._; 1 a_-.AliJmproverfienttin lclyrdin Tgtat.Brea of land Digturbanc@.kTotat SitQ.Arga !0Q LSO ° I ' -• - --------- b. --.- -- - --.b. All Excavation,Filling Stripping&Grading Proposed and Identified as to depth,Volume ! ' - & Nature of Materials Involved;- ; r s�i c All Areas Rec-ulringClearing-and/or Grubbing. _•____.-.-----------.-.------___-•iIQiQ; d. All Areas Where Topsoil Is to be Removed,Stockpiled and where Topsoil will ultimately i 1Q'LJ be placed; e. All Temporary&Permanent Vegetation to be Placed on Site; I�•� mi r-1, - .-._._._.______ ._....._-_-.--...__-y - ._.___..._..__._._.____._._..._._.._... f. All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed_-__ 1 i 1-71 The Anticipated Pattrneof Surface Drain a During.Periods of Peak Runoff; 1IIr h. The Location of all Roads.Driveways,Sidewalks,Patios.Structures,Utilities&Other _ ._.__._._. ._.._._...__.____.___....___._._.._._._..___._._.____....__..._.__. Improvements,'nail-ding _J I ing Temporary Access&Construction Staging Areas; I f.-`Mi Existing-&•Final 0oniours ana or Spot Erevatfons of-the site. 1 0, 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation , 1 , &Stormwater Runoff Control Measures. 1 '111.IN —1_ m 7. .Description of Pollution Prevention Measures that will be Im laented. 11:-.71 0-1 f 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or i I yI i l— O Implemented for EachConstructionActivity that will result In Soil Disturbance._ ___ ; i r _ i 9. Description of Construction&Waste materials Expected to be Stored Onsite. _ _ _ s 1® C]__ 24► 1 gYOw+j ,1 W- ` ^!_ /_______,-• do 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of tile- Z7 New York State Storm Water Design Manual Technical Standard. -- I ;� �/S 11._General Site Plan and Construction Drawings for the Project. _1 u ! Q _ 12. Dimensions,Material Specifications&Installation Details for Al Erosion&Sediment Control Practices 1 L/ ! 11 r._- __=- __. _.._.___.__..___._.__.._ 13. Temporary Practices that will be Converted to Permanent control Measures. _ ____-Ami`>• Q _— __ —__ .14._Implementation Schedule for Staging Temporanr_Erosion Control Practice or BMP. _.a ant,'0 0,___ _ __ _ _ _ 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& 101:0'0 0'Q -_ - Sediment Control Practices. 1 16. Names of Potential Surface Waters of the State of New York and/or MS4 that maybe ,i1rQ Q impacted by Development 1 17. Delineation of St• orm Water Control Plan Implementation Responsibilities for Each part of the i aie0 0 i_.' � .-S___ _? -' " .......' Project Construction Site. m 18. All other Existing Data that Describes Storm Water Runoff and/or Matto-al-tin-Ifni ge Swales. _ _ 19. Identification of All Contractor(s)/Sub-Contractors) Responsible for Installing,Constructing, . Repairing.Replacing,Inspecting and Maintaining the Erosion&Sediment Control.Practices. 'Q, !Q, 7— CEM -- - - Storm Water Management Control Plan Checklist#1': 03-12 :.bas . .•... DEC "SWPPP'" Preparation - Chapter 236-19 For Department Use Only: --' �` Storm Water Pollution Prevention Plan S.C.T.M.#: Property Address: 1-.1\:,41:---110.,'.. i Review Checklist Checklist # 2 1000 `-- (Additional Items to be included with Checklist#1 when Article Ill is trigered.) District section Brock Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: ;YES; NO N.A. Explanation for NO or NA.Must be Approved by SMO Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) , ., Location(pg.#) 1. Does the Plan Indicate and/or Show all Items Required by_"Checklist #1'_in this Packet? _ iQ 0 0 __ _ 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater Ci 0 0 _ _ __Management-Practice? 3. Does the Site Plan/Construction Drawings)indicate and/or Show the Location&Size of Each Post-Construction Stormwater Management Practice? _ _ _ _____ --___0 O 5C �0 � S. 1— ' Civ\ 4 Does the Site Plan/Construction Drawing(s)Indicate and/or Show Hydrologic_&Hydraulic Analysis _For r All Structural Com onents of the Stormwater Management System for Stonelicable Stos 7 0 5. Does the Site Pian/Construction Drawing(s)Indicate and/or Provide a Comparison ofi6oSt- ------------- Devek3ment Stormwater Runoff Conditions with Pre-Development Conditions? 0 0 0 ~ 6. Does the Site Plan/Construction Drawing(s)Indicate and/or Show All Dimensions,Material 0 0 D Specifications&Installation Details for Each Post-Construction Stormwater Practice? 7. Does the Site Plan/Construction Drawing(s)Indicate a Maintenance Schedule Provided by the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction I= 0 IJ Stormwater Management Practice? 8. Does the Site Plan/Construction Drawings)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection l= 0 I= - and Repair? 9. Does the Site Plan/Constructlon brawing(s)Indicate and/or Show Inspection and Maintenance -- - - -- WPP Agreement(s) that are Binding on All Subsequent Landowners 7 __ - - _ ..-�O 0 O 10. For All Activities meeting the Threshold in 236-19(8)(1),the SP shall be Prepared&Signed I Stormwater a Professional in the Principles and Practices of Stowater Management&Treatment Who 1,E=1 P r-1 Who Shall Certify thatt he Design Meets the Requirements of Chapter 236. c 11. Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the !i.--I 0 E—) Quality of Stormwater Discharges? 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard i 0 I1 (--1 --_to Historic Places or Archeological Resources that Incudes the Following_ ___ a. Information whether the stormwater discharge or land development activities would have i r an effect on a property that is listed or eligible for listing or eligible for listing on the :0 0 Cl State or National Register of Historic Places__ ; -•-_ • b. The Results of Historic Resources Screening Determinations that have been Conducted;,• I= 0 I= -_ - c. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Usted,1 I---) Q r---i r or Eligible for Listing,on the State or National Register of Historic Places;and • ____ ___ -_ d. Where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to i 0 0 0 • Mitigate Those Effects. __ i 13. A Description of the Soil(s)Present at the Site,Including an Identification of the -; r :000 Hydraulic Soil Group. , i_ _- 14. Identification of Any Elements of the Design that are not In Conformance with the I . Design manual,Including Reasons for the Deviation or Alternative Design and a Description :C] l Q of the Equivalency with technical Standards. i •15. A Hydrologic and Hydraulic Analysis for All Structural Components of the 0 O 0 StormwaterManagementControlSystem. , .. _____ .. 16. A Detailed Summary,with Calculations,of the Sizing Criteria that was Used to Design :0 I= 0 All Post-Construction Stormwater Management Practices. 17. An Operations and Maintenance Plan that Includes Inspection and Maintenance -I r --! Schedules and Action to Ensure Continuous and Effective Operation of Each :0 C] C] Post-Construction Storm Water management Practice. t Storm Water Management Control Plan Checklist#2: 03-12 J , A3 IP WA X 6111 „i'41*OF SO#74, Town Hall Annex l • Telephone(631)7654802 54375 Main Road ,ax(631)765 5 � • � gg QQgg P.O.Box 1179 ` Q �� roger.nch@rtI01Nr1.SotJthOld.ny.uS Southold,NY 11971-0959 �3l� _``` IIS eeliffrisVossii BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: _ yr,vug �,‘ I �� Date: (4! ) 1 113 Company Name: y-j-5 C -k I � � Name: `�� 3 ctie_c� � e r ' License No.: L1-1 c 8 -- Pit 6 Address: "Pcd K 2-en— S 1 TS la N elo3 �. • Phone No.: cc % ) `7gg '? c7s JOBSITE INFORMATION: (*Indicates required information) *Name: 6-1,VC/I-v 't6--c. r,S '`Address: b Gti p aL c Agya ,�____ *Cross Street: *Phone No.: QeS 1 -7 V? 7 V J 1 Permit No.: 3 it !f S- O.J Tax Map District: 1000 Section: O 0 7 Block: 174 Lot: e) *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ii4` L,J-ke...y Ste. (Please Circle All That Apply) • *Is job ready for inspection: YES 0 Rough In Final *bayou need a Temp Certificate: YES/ NO - Temp Information(If needed) *Se 1 P - - 3Phase 100 150 200 300 350 400 Other *New.Service: Re-connectndergroun. Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Soft() 9g . 2-25- 82-Request for inspection Form (0 - ... vim~ ` • •. ♦ �. •ze' '`e, 4 • Yy ' • ,a Ill+• *,rA y, �L•`,�_.'• • •' \ a -4,• t •r\ / •y• ,.k. ,: J`�w.Y c N�. c - .. a • 4.(m k- • *'. ,` 1.. • . �. +: 3 i ♦.> . 1'+ii: -4„,, % • • NYS.. iw .. .f �� r'r - • '' - . . #f C. y. •• , -4 ■B •M ,i•' _ R per- 1r i , .• ,, Y,. t ! .t.. `, t i on} • ' { ' w a�. Orf er1,1 ''F :iv r Y ? 4 «" sem; t �.' C X • • .., k i t.,..,,„ , 't::4'1Iip,': i',Iv',.; ',tti.4.40tH‘l! if „'•: .... , . , S t A• #' •4;k it r . � CrLV CME Associates Engindering, Land Surveying & Architecture, PLLC 32 Crabtree Lane, PO Box 849,Woodstock CT 06281 Phone:860.928.7848 Fax:860.928.7846 March 19, 2013 John DiGiuseppe Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue Suite 2C Yaphank,NY 11980 Re: H.S. Reference No. R10-12-0063 Dear John: • We have finally received approval from the NYSDEC and Southold Trustees for the captioned project. I have enclosed copies of those approvals along with copies of the final design plans. I have also enclosed a v.. of the N• • e-o't Incomplete Application. Please contact me with any-questions. Yo •/, 1 ar, . Strouse, P.E., L.S. Vice President-Resource.Management.Group Cc: Lyle Bradley Albert, Righter&Tittmann Architects, Inc. 262 Washington Street • ' Boston, MA 02108 Toil Free 888.291.3227 Equal Opportunity Employer www.cmeengineerinb.com — , UME Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857• Fax:(631)788-5600 l "a-if1iS December 4, 2015 Town of Southold Bldg. Dept. P. 0. Box 1179 Southold, NY 11971-0959 To whom it may concern: I I Please find enclosed the final approval plans from the Health Department for permit#38118. Than 4 yo , Paul Contillo Z & S Contracting, Inc. j/ L - - _- < [flJ DF(' - 2 2015 IL: - / / SILT FENCE L� y� - • ROVER L rma MESH WEST ¢' Jill. •'-q OA >r // / ti -� Lr - >. DAD ID EE .2 4 �0* // +t ' i ' •I••' `�a�•mMRS s=,.0.2m.aas a ��ro� mos INC,r HARBOR "• ' MOA aTLET 0./ 1!uhhlIiL ;:z LI q M• { • JOHN FWRRIS G . P.A K , BLOCK 38 Lor z ,;.,; W\ I • ( (sDKxE FAIRLY RESIDENCE �`\ \ \ PUBLIC WATER-ON SITE SEPTIC) r `n'�'Tm1:r9r 4aL n NMFAN/ '\ a ELOmnTw 1 IOM 9oL 0.r // r N=rolAo ®. b / ,1D,L % \\ )'f��•' 1forT °`hxistingsanitary system mu b LI "�, ISI 6R K �RSPECENts 51T o t ¢ yED era NST or '�:\. \°7i • eiw•. 1t {: ea St a In '�// .IENTAI CONSLTIN0 I :\ A ;.,• elet-. ", 1Yfienr�luirement DEQ ',3}I& [.a fir° ,swot NINE Foca Oda a W'" "'°` ' .4 5 �.::..,I 9.7011 nn Ww)- y Submit l•t...qt ( I:r:::i A,wA)Wm nRR aRm !+� 6 "ItI Q' •:\ . • / 0.S proof. SQEDED 51/REL �i.:...i� ,r IOL rola NIST .,, , v yl nkR.�. ,/ / . '. ` •\ \ L. / , Irl r I r I .."4•11;1('Y i ,.. \ NOT To s0.r11 ® r.:rf-4 Cc •y Aso RALrlf \ •DX a.r N mow, - jj . 'O MOT RLLOVGCm1 •• \ \•\ oma nLTEN CUM 4.- M A., ): C3 (030,STAL (SEE NAP REFERENCE No.2) \ G, •• ' SECTION NEW '-' y,, a� l� n+ _ ,� ' / .• .�a��G 0.R �� • •' , / LOCATION MAP SCALE 1"=400' A\ I I.rOVD MILE 1Z TO R r.6TD11D I IXALLT II)roaa POST=MTH aaK F�C;1.\,:t ••.-\. Orj\W \ \ • // IDES OR.STAPLES.POOR 6NLLL R SRR OTHER T Q V R[OR ��0 0 U�.��0-,.'\\Tr.111\\\ S.••••\\• . j1 L MICR CLOTH Y TO ITCNOI WS TO=MI TIES SPACED EVERT 44 TO.44 SEO%m6[CION.LOLL Owl ROAN TARE r mom.. .OTv HO R7 �... •w p� S� `\\ N' R \ 1 \ 3.NO:IVO SECTIONS 6E mot CI TID ADJOIN EACH OTC. 4 AWL 6E MAP R6EE A� tie I• `�o� 1`1: • a \ z OF FLOOD A \ ows-urrco sT sN macs AND Eanm.nun cum APO LIZ mIa O OT t O\� \ N.- 0 Zyq AE EtEy.-9 N/F now IL Winn IDDc OM..n.DIL OR APP102 0 muwuDN. i.)SURVEY MAP PROPERTY OF ADRMN B.CORBIERE.JR.I DOROTHY CORBERE: VW fV Gv '•• \ .� •(L•.. HENRY L. FERCUSON MUSEUM \ \ ..nvMaSLRD LARS Awa TL CEOFA4 EmamrncE.OA AMMO/ FISHERS 15uAND.NEW YORK;SCALE: 1'-5O FEET;CHANDLER:PALMER&KING; O� GQ QQ�Ov p LSVD"" n O i., 'N -� \\ BLOCK 38 LOT 7 - \� \ EwNL DD. NORWICH Gores:OCTOBER to. 1987. `, R IV/ \ ACAS,LAND) -I 6.w-now4c SI..OE TWO."TS I1®CD.w.Twn x1110•w.IOL �`YIc°1. M`�_.012/..�' F P�AI�'� a. ,.'' \ \ \ , .( . ,\ "mots'O[VRDF M M YT(DSL COUN iEWEYORKN+�AREA MAP,TOWN 1 F 49 PHOTO SUFFOLK o /!/. \ EMTED 08/29/88200•PREPSHEETARED 4a-R OF 49 PHOTO `�� 1 ' / •• `• s \ \ I • \( \ �AARTMENT OF EET NTRONMENTALL CONSERVANCY/ THE NEW YORK STATE I s Pip G• / �p�1�o, pa l ATI a \\\ \\ `1 \ '•••. \ •� \ yj \ t. TKA E 0 FUSRE THE THiE AND PURPOSE AGREED TO / a ' \! I - A rA ocoomat.8,IA. p (, �.{. r_-\ *....„\ BETWEEN THE CLIENT AND THE SIMVEYOR EXCEEDS THE SCOPE OF THE ljp pip yE \ \ ENGAGEMENT. ,--(iii" A a F A P "y."r' 56730'00~ SIG• "•=ate'•••.... D. •• '• Unu193 or 2. R 15 A ER !1E N Di THE STATE EDUCATION LAW FOR ARY PERSON.IS,l RC QA� ! ,`` M D ,,'• }'A y \ C\ WIDER THE OiRECTION OF A LI ENSEO LAND SURVEYOR,TO ALTER AN •� YO �MV\` O 1 , T'" zi ! '•', ♦ / I ....'4507.40• ..kAvi v/�! . / f \'�\\ \\ (TEN IN ANY WAY. ,y w �� o ,A • ►�• • LRR 5 or TREs1kMT1ER WET1ANDs :- •\ / ��\y SS / / ,• \O�+\ 3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LIMO SURVEYOR'S lal U PQ 0`. c:-`1' H AS FLAGGED er R WARM IFISOECr I � PROAO[(4 /W61S SIGNATURE AND AN ORIGINAL EMBOSSED OR OD SEAL ARE THE PRODUCT OF = Z F �J Ib . OM WRCM A 7011 ./, ' •'Oil _ �O� , ,+ 1 `I'••• ROOF 1fA00tf \Z-.^\ \ THE LAND$URVEI9IL W o w t,f. __!� 7f F • OTEE Y tS r`« ` 4.)COORDINATE MINCES ARE MEASURED FROM U.S.COAST ANO GEOOETC w C Q`SG �� TOP CI oAL"�i7LLA / /9 / ► \ E :r o l. ro.Or.„Au. \\ \ �\ SURVEY TRMNcuunoN STATION NPO Z W 4� Q' ( / , ' t C > S.1 SITE Is W tHE TOWN OF .COUNTY OF SuFFOLX TAX 10P 1000, Q O CC d" •• J / `^-nes;: I• C)'' '` �;� • \ \ \ SECTION Dol.eLocN..CATs /D,l O 9 IDC[v , •• i 7:p;•_ .,I ER444. \ \ a.)TOTAL AREA-3362 ACRES. �+a w p (: P / ;, . \, �. ,; \ LLI / 7J SITE 6 LOCATED IN R-120 ZONE c a Z (n _ .r 1•, / BENpIWNw IND NAL • y� a N F f / N ' /' ``..\'('Y r• ./ n ��' w TREE sAMP \\ 'A \ / e.)BASE FOR LEVELS:NAND 1965. K- O O DAVID S. JOHNSON - �((/ T' \' .r I Iry noN- 10.86 \ \ L� -= a (SINGLE FAMILY RESIDENCE 9t' / (OCRING) T It _ v:~L `C.•4Y • 1``l•' ' 9J PORTIONS OF THIS SRE UE WITHIN FLOOD ZONE VE(EL-13 k 12)AND Z CZ PUBLIC WATER- ON SITE SEPTIC) y, I C / ;''\':`,• f(� \O\\ zoNE AE(0..10&9)AS SHOWN ON FDLM.FLOOD INSURANCE RATE MAP O p ..! Q y •4'; 06/09/2013 10:00 6317885600 ZANDS PAGE 02 o0 REScheck Software Version 4.4.4 cii. Compliance Certificate Project Title: Harris-Milliken House Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 2,492 ft2 Glazing Area Percentage: 20% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Fishers island,NY 06390 Anna Harris&Seth Milliken Jacob 0.Albert,Architect Z8S General P.O.Box 272 Contractors 17A Main St. Salisbury.CT 06088-0272 860.435.1233 klnsharris@aol.com Compliance: Passes using 1.1A trade-off • Compliance: 6.0%Batter Than Code Maximum UA: 579 Your UA:544 me%Roller or worse Then Cees Index roMeets how ckso to compfexoo the heusa Is betel on eed0 troee-ort Mn. It DOES NOT provide!n wawa or onepy use or ooze*WW1 to a mhirnuIToodo WWI. Envelope Assemblies Gross Glazing Cavity Cont. or Door UA Assembly Area or R-Value R-Value Perimeter U-Factor Floor 1:All-Wood Joist/Truss:OVOr Unconditioned Space 2,492 35.0 0.0 70 974 20.0 0.0 47 Wall-S.Wing:Wood Frame, 16"o.c. Window E:Wood Frame:Double Pane with Low-S 12 0.350 4 SHGC:0.00 Window C:Wood Frame:Double Pane with Low-S 160 0.350 66 SHGC:0.00 Wail-N.Wing:Wood Frame,18"o.c. 1,042 20.0 0.0 52 Window C:Wood Frame:Double Pane with Low-E 68 0,360 24 31-IGC:0.00 Window 0:Wood Frame:Double Pane with Low-5 74 0.360 26 SHOO:0.00 Door 2870:Glass 19 0.320 6 SHGC:0.00 Wall-Middle:Wood Frame,16*o.c. 839 20.0 0.0 34 Window A:Wood Frame:Double Pane with Low-E 65 0.360 23 SHGC:0.00 Window B:Wood Frame:Double Pane with Low-E 25 0.350 e SHGC:0.00 Window C:Wood Frame:Double Pane with Low-E 91 0.350 32 SHGC:0.00 Project Title: Harris-Miflken House Report date: 08!10113 Data filename: P:14JOB-CURIHarrid-MlUlkerAPemMits1HM-ResCheok.rck Page 1 of 2 06/09/2013 10:00 6317885600 ZANDS PAGE 03 GrossGlazing Cavity Cont. Door UA Assembly Area or R-Value R-Value or or Door Perimeter actor 37 0.320 12 poor 54G SHGC:070:.00lave 60 0.700 35 Door Entry:Solid 17 Wall-Dormers:Wood Frame,18-o.c. 294 13.0 0.0 Window F:Wood Freme:D•ouble Pane with Low-E 89 0.250 22 SHGC:0.00 1,530 42.0 0.0 43 Ceiling-Wings:Flat Ceiling or Scissor Truss 1,127 42.0 0.0 28 Calling-LivingRm:Cathedral Calling 4 Ceiling-Entry:Flat Coiling or Scissor Truss 128 38.0 0.0 tions,and caiculettons Compliance Statement The proposed building design described here Is consistent with the building plans,specifications, other calculations C0d0 submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy requirements In REScheck Version 4.4.4 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist, Jatoh C. eA ( )pert' iii,-� � a °Name-TMe 4"WV nature Date vitermett • • Tip '- .. o-.• �: 4) It: 00 r—0'. I' / / ---.• 1 - ,le ea --" ..--------...'---------..... ,'...,.. - . t r-511. Y-If 4., 1, • r4_, f-Sr r47 -----] A , .. ...... •=-5.—t" j r-r II!—1 m 1 1-1. m • a 11 . ,,_, 1,‘ (.0:,• . T.; ....-, z ; tio. - HI-qg Jul ... , .. . ! l ,...= ..._,, -.: 0 _ _J _ z ' I ,ill' 1 1 • 1 /i 1 4 z ......„ . . 0 ' , 111 - 1 . -1--- . . ,1 1 ...... I .. V .- ., .,...., 1E11 5i a .. ,...„ -*-1 a iZ ___i_ --_-.-- , _ , 4 ____„i___... ., 31'-6 . E.g.!.3• :.FT-1 • ,- - !. i i :--, • . elk 1 'el 14-0. ---4- . —I -,---o r-, -- I ,1 i , 1 • 1 r • ----- - -- 14C --: f_...- Lf l ,. t . . Z ‘S•/, ‘6•• • .. _ I . , Int . 7 afa,- ..._____ ,. niNglimijili ...„ h... i, . r,,,, _ i " ., p,-;:j 4;.-4+ , • p MO -!-'---1-- t z n. z z n- z z , z . . I . 14 ,f 1 Vit§ilfjp > .. . ...MM. • . DA114. FOUNDATION PLAN R;SUE DRAWN CHECKED 30 oami 12 CUM MI a4 D.I , NJ 'r°' ""' '''' •°' HARRIS-MILLIKEN JACOB ALBERT 10 Ka 13 men us . ARCHTIECT m.13 OR= 1311 33,1 0 ,JOB NOURF.R. 1118 SCALE.. 24 21,1 M. us . FISHERS ISLAND, NY . r 20 W.4.244INVION'num nosros.X1•02101 1.411.4.11.5710 1,617,11902 WVA1,1.121.1..1 ‘\ , . II r—LL—, I I I LiJ BASEMENT 001 18'-4" I � J \ CABINETS ABOVE, UNDER— SH:LVES - ---11 OUNTER REF. BELOW r-----1 ;5 I 1 I I I I r -t — _' -t r t—-- I I \ / I -- ! I 1 1 60" TV, L---_J \/ � — 24" DEEP CABINET BELOW ' ,�- -� `� - SOFFIT ABOVE V ROOM 1 1 L-1L-J -- @(. ...'.--- l&—NS '—'10"p 114 P. C ELECTRICAL ii M Ay, PANEL � � � � 4 h ' ��.st\�0,RcD ARCH/!F.•6 `/ cV .0...... CJ '' , C-' .6y 9 JACOB D. ALBERT F + `1.} ` ARCHITECT S ;t. '. gi , 262 WASHINGTON STREET,BOSTON,MA 02108 ".. ••.1:.......1 2.> 4:-4° Tel:617-451-5740 Fax:617-4,51-2309 �''.,�rOr 1NCU`s*#.6! WW'iV.ALRITI.COM 'i•'„a' TV ROOM ELECTRICAL PLAN HARRIS-MILLIKEN SCALE: Y" = 1'-0". 1 OCT 2014 L 7r J 18'-4" I � CABINETS ABOVE, UNDER— SHS LVESI:1 ,.. j � i. i —i COUNTER REF. BELOW ---- - r —t -t '=.—rt__ - I i i i i i 60° TV, L----J L- _-J L---_J 24" DEEP CABINET BELOW I SOFFIT ABOVE TV ROOM 11 L-1L_J 04+ JLI- -4 I I . d7,fl L JACOB D. ALBERT S b � A. , ARCHITECT - _ • e , '' e$ 262 WASHINGTON STREET,BOSTON,MA 02108 *4'4 sir - 04 • Tel:617-451-5740 Fax:617-451-2309 '••,rC` THE ctil't 0'. swum— W W W.ALRITI.COM BASEMENT: TV ROOM HARRIS-MILLIKEN SCALE: Y4" = 1'-0" 1 OCT 2014 / / SILT FENCE - f� N o N U (7 43 / WOVEN WIRE FENCE (MIN. 14 132-2 31-13 ^ ' -- r GAUGE W/ MAX. 6" MESH 1 - IST 31-12 a '6 / /---.. 1) SPACING) rw� N "j ) ,�h' • /� 1 T �, DRAINAGE CALCULATIONS c O /// r t '� I(777 ROOF AREA = 3875 SF s 10' MAX, CENTER TQ CENTER POSTSI DRIVEN MIN. 16"FENCEN. LENGTH }1°� �0 , * (- / / �- )-- -1, / REQUIRED - 3875 SF X 1.0 X 2/12 645.8 CF INTO GROUND _�J U o at i / /24 ,�0 C� // // �� T N/F 645.8 CF / 28.27 CF/VF = 22.84 VF ` 32-4 31-14 7,,,--,--==."---' �\ c�Q a U / 7 USE FOUR(4) - 6'+b X 6' DEEP DRY WELLS. _ ?-� ,�`�' ��P I JOHN HARRIS II �U w �'� -1 I hi BLOCK 38 LOT 2 a �\ 7 PROPOSED ROOF LEADER _ // \ (SINGLE FAMILY RESIDENCE RESIDENCE 3,-,s ^ W i \ \ `' PUBLIC WATER- ON SITE SEPTIC) - / °o �pROXIMATE MEAN/ L \\ \\ \ \\\ HEIGHT OF U cn/ HIGH WATER > \ r' ' 7 •�' 6" PVC OVERFLOWE /,/\//\//\\\\%\\\'\ \ FILTER 16" MIN. 0/ \\ \-� / /////////.� \ U/ \ I '‘ MIN. 6" SOIL COVER OVER \,\\ \/\//� C� U\ 7 �� 6" PVC CUTDRYWELL /\/�� EMBED FILTER404PX------ Y \ I TO LENGTH �� CLOTH A MIN. OF �, U U C / L \ '/ BLOCKS AND CATCH BASIN �� 6" IN GROUND O Q '� ' / ___7-r ATE TO GRADE (NEENAH \\ \ 1 I FILTER FABRIC 2525 F) OR EQUAL F V U o • \ \\ �tl %LE� PERSPECTIVE VIEW5 I 'r Q'LIMITS OF TIDAL WETLANDS ((� o \ 33-7 z \ \ ` / * AS FLAGGED BY G. JUST OF i \ \\< � \,I\\ , 0 0 0 710 4, + w90' BEND �� .:.:a JMO ENVIRONMENTAL CONSULTING �� \\ A 1 o o OO WOVEN WIRE FENCE (MIN. 14 I14 03 JON MARCH 9, 2011 \ / 4 \ 9� \ \ SLOPE AS REQUIRED , a ! / / • J1 2 GAUGE W MAX. 6" MESH0)/ �'� \ \ L ' ' SPACING) WITH FILTER CLOTHz ; ��\ y \ 4/ \ i 1" STONE OROO O f � rr ll\\ \\ 2� A�. \ TSCREENED GRAVEL ' O ' 36" MIN. FENCE POST o V 2 \\ \\ S�,�O,y \ 1' I 6' I 1' _ FLOW GROUNDUNDISTUN )_\ � U STORMWATER/ DRYWELL DETAIL 8' !OHNSo" ``' \\ �7NOT TO SCALE /�/�' / 38-a \ \ '� COMPACTED SOIL �� ? _ �' 41k 1411 MONUMENT ' �1\ \ C_ EMBED FILTER CLOTH \\, \z/&/ \'i w 37-12 �\ \ \ \ A MIN. OF 6" IN GROUND \/ ^\V'' 37-11 _ r ` (NOT RECOVERED) COASTAL_ EROSION ��\\ \\\ 4 1 / 4" �I �y� / HAZARD UNE ,\ \ (SEE MAP REFERENCE No.2) Z',\ \ �_ �� 37-10 37-2 37-1 3a-e SECTION VIEW 3s-1 �� 34-7 \\ \\ \ MONUMENT \\ 37-9 co) V£ / \ \ \ • CONSTRUCTION SPECIFICATIONS LOCATION MAP SCALE 1 "=400' \ \ \ L 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE \ \ N 4/ / r TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR NN \\ 0�.�\ \ / HARDWOOD. \ \ \ /\\ IL 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES \ y SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, �\ \ \ 6" MAXIMUM MESH OPENING. � `c?r` ::, ' ...::- sr.>. �O, b0 1 \ \ \ \ S A n �\ \\ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE MAP REFERENCES ` = F` , \ \ 0�,, �� j UM1 S OF FLOOD \ OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER ��'' 1\ \ I L ZONE AE EUV.=9 N/F FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. S' �� N ��(� \ HENRY L. FERGUSON MUSEUM \ \ 1.) SURVEY MAP PROPERTY OF ADRIAN B. CORBIERE, JR. & DOROTHY CORBIERE; g; '--\ N �< < \ 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED FISHERS ISLAND, NEW SCALE: 1"=50 CHANDLER, PALMER & KING; • 1\L \ ►= BLOCK 38 LOT 7 EQUIVALENT. YORK; FEET; \ \/ NORWICH, CONN.; OCTOBER 10, 1987. cl;;; Z t' ::.' .. �� I\\ ' \\ \ (VACANT LAND) 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN r'; %� C,--.) > 1_ '9T \ IRON PIPE (.• "BULGES" DEVELOP IN THE SILT FENCE. 2.) COASTAL EROSION HAZARD AREA MAP, TOWN OF SOUTHOLD, SUFFOLK �`' . / �q: • �;"); 1/41:`�s' 1-\ \\\ (FOUND) \ \ \�7 COUNTY, NEW YORK, SCALE 1"=200' SHEET 46-FI OF 49 PHOTO s "° •• , >^\ \ 2 \ No.4C-1179-83 DATED 08/29/88 PREPARED BY THE NEW YORK STATE ✓ x��`= '' I't.:`\ \\ 03. \ \ \ \��\ DEPARTMENT OF ENVIRONMENTAL CONSERVATION. '� :.V-,„.-- x` " �\\ No stk\ \\ �o \ \ /N`' \ / o \ N \ 1 s 10 \ `��• \ \ • ELECTRIC \ 50 \ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED \\)-\ \\ \ ' _ ‘ METER \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO \ \ PROVIDE BURIED UTILITES v BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE \\�o N\ \ i AND NEW WATER SERVICE -;30.,,..\ ENGAGEMENT. \\ NN\ •30'00•W 125.00' UTILITIES COORDINATE W/ F.I. \ \ S87 �`� i�� 2.\\ \ o \ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ' 1��j / w� ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN Et ' \ V • • • c3` \ ITEM IN ANY WAY. Li ) LIMITS OF FRESHWATER WETLANDS / 1� N / N o 3�a xs 'Q c^\ \ U AS FLAGGED BY R. MARSH, NYSDEC \ � To / \' / \O s� \ SIGNATURE) ONLYCOPIES OF T MARKED WITH THE LAND SURVEYOR'S Q Z PROVIDE (4)DRY WELLS i ON MARCH 9, 2011 / Of N / CONNECT ROOF LEADERS 2c AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF = Y /74.3, O , / `� rn: THE LAND SURVEYOR. Z W MON. i �� (SEE DETAIL) \ \ LL-1 O _.d: -, ) g > >- 0 RETAINING WALL / / / / '��,� o z' ,\�� r \ F�, \ N 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC a LLI TOP OF WALL=17.5 �. t / ( / RETAINING WALL SURVEY TRIANGULATION STATION "NLN" a (J) // r // / d 1�' / \ 2v� 0 1 TOP OF WALL=17.5 \ -7 \ Z O z w / �_ I \,- O' "` gJ 5.) S .E IS IN THE TOWN OF SOUTHOLD COUNTY OF SUFFOLK TAX MAP 1000, "I L -� " t� • ♦ 6 ,Jr_r • 9 ). L�,r. �r, \ SECTION 007, BLOCK 4, L07S-9-&r- Li_i Q w p EDGE OF 0 CC z 7 / •-- 1,0 // \ x n.o <°�' t., -- VI \ 6.) TOTAL AREA = 3.56t ACRES. /D` (Li Q LAWN C�, 1 0 \ • > 0_ w J /� ( /' 11" \ \ \ \ Z 7.) SITE IS LOCATED IN R-120 ZONE. w o Z O W ��; / BENCHMARK MAG NAIL \ o Cl- p• (n N/F / 75• , i / " \ WETLAND joii \ • // % TPosED/ IN TREE STUMP H J d-• BASE FOR LEVELS: NAVD 1988. O DAVID S. JOHNSON m SETBACKdd \/: HED ,�� ELEVATION = 16.86 p / 8.) _ _ /Ii' s PROPOSED / '1 \ \ \ '- (I) CL (SINGLE FAMILY RESIDENCE (ZONING) a e, 3 BEDROOM /. \• Q 9.) PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONE VE (EL.=13 & 12) AND PUBLIC WATER- ON SITE SEPTIC) l R�SIDENCE / :• • `� \ \ ZONE AE EL.=10 & 9 AS SHOWN ON FIRM FLOOD INSURANCE RATE MAP O j �, a/t : /FF=20.0 N h j '•\ ... l O' �`'`,71 \ ,F, / SUFFOLK COUNTY, NEWYORKCOMMUNITY: TOWN OF SOUTHOLD NUMBER: z Et LOCKING CASTING tS • o } `�i' \ L J /1 360813 PANEL 38 OF 1026 MAP SUFFIX: H MAP NUMBER 36103C0038H MAP LU 0 Li TO GRADE PROPOSED GRADE `�i9. h / } / G' 60 �h REVISED SEPTEMBER 25, 2009. • ENDCAP TYPE ?s PROVIDE A CONTINUOUS ti �� •'.::•• DRIVEWAY i LEVELING DEVICES LINE OF SILT FENCE7 o At- l T. '• yl �� TEST HOLE DATA r- 14 • MAINTAIN THROUGHOUT • 14.7 /.. • •\'' i u BY: R. STROUSE P.E.,L.S. (08/17/12) CONSTRUCTION ,y i , 17.0 • MIN. 4' -ESTABLISH AS OMITS o • `01 ' /. ' .�:: �--�� ' AREA J 0"-6" TOPSOIL INLET / 10' i ,� OF CLEARING, GRADING I /::�''•/ �,../ t 6"-16" SANDY SUBSOIL 2" MIN. �■ ■� AND GROUND `� / MIN.' F. f / I O I - 11,..., DISTURBANCE (TYP.) ^l/ 4 ,',/,,r.•,, 1 /. / I � � / / 16"-13 FINE MEDIUM SAND POORLY GRADED(SP) ;,•', I MOIST ® 11' 1 WATER ELEV.=2.0' i BAFFLE REQUIRED KNOCKOUT INLET AND /// )4" • / • Cilt'\ ((- Unified Soils Classification (USC) System (from ASTM D-2487) IF INLET PITCH EXCEEDS / O 1 1/2" PER FOOT OUTLET OPENINGS ^` F '.• ':•.I / / / Major Division: Coarse-Grained Soils, Clean Sand • / �� I •PARKI�JG Group Symbol: SP, Poorly graded sands, little or no fines Fr ,• /' (c_ / NRCS, USDA Soil Classification: z RIBS INSIDE I• / PIB-Plymouth loamy sand, 3 to 8% TYPICAL DISTRIBUTION BOX ) 0 0 • z NOT TO SCALE EDGE OF yl °' Z a o LAWN r S • • I i \ Oo EE Q c,-j- - \ . tiF \6 °N° SEPTI SYSTEM DESIGN FOR 3 BEDROOM RESIDENCE 0 .. o _ \ _ h ' �1 _ o o I �� ` \ --1 ••1I • II PROVDE 1000 GALLON SEPTIC TANK Q REMOVE AND fri., i (ck--(7- t• 1 / DISPOSE . o '• I1 .7 \ PROVDE 1 DISTRIBUTION BOX w f. 1. 1 PROVIDE 2 - 6'6" X 6'5" LEACHING POOLS (SEE DETAIL) OF EXISTING C �' 1 O o STRUCTURES ^� ��J : i 11 /( lit � \ > _ e 1 Q 50% FUTURE EXISTING SEPTIC SYSTEM TO BE LOCATED, PUMPED AND FILLED WITH SAND. w ii/_,,,\ L �� •I.•• ' p L / \ EXPANSIONin PROVIDE A /� I�'c • 1 I AREA \ ct w o \ ll CAST CONCRETE 1000 GALLON 1' I I H II SEPTIC TANK / I TH(Q • ��O o ,, COVERS �,o ��i.. �'; ,i' \J oo LEGEND 7 PLAN 1-J., .. °�'°, \-) �� %; \0`•\ FF FIRST FLOOR N./ L• t j OVER IF LOCKING CASTING 7vl Li �O. (.i .' / • \ . ELEV ELEVATION PLAN DROP 'T' IS TO GRADE '?s, i �l USED rt. /,I so • SF SQUARE FEET Q o i FINISHED GRADE Iii II' cn ri 1 N a �5' o" 1 CHIMNEY I ';. .:1 x 12.0 EXISTING SPOT GRADE ~ •c 4 x 4 12.6/12.6 GA. WIRE MESH hi j ,J Q o F- �;I yo �� - -- 12 - - EXISTING CONTOURS = = cn p❑ _ `r x _ 20" _ 6 x 6 6/6 GA. WIRE MESH ra I. 1 a OO O� �❑ , min. mn 6„ 11•.z 1 r pi1� coO o v1 0 c0 11 1I.,16 -� 141 PROPOSED CONTOURS = 0 0 ❑❑ o 0 Al0 ❑❑ --N 1 - • • • •� • ' ] I'1 �? i'I x 14.5 PROPOSED SPOT GRADE '- n 00 CO II • • ❑❑ 000 ❑❑ INLET �ll \ �11P' 1'\ ,L EXISTING BRUSH LINE o °' = 0 0 I I 3" VENT fie' 3" VENT---7 OUTLET �� 1'1 ; ti i w�•vw�wv� m `V E I v N N 00 0 0 22 00 LIQUID LEVEL v 'I. 1 ��• t '` '`� 161 �� -� BUILDING SETBACK LINE 0 z I0-1 o w ❑❑ C7OO ❑❑ '1 4" OUTLET ! �� \ \' \, \' � -) 16 z w 17 ❑❑ O o O ❑❑ o CONTINUOUS HOT BAFFLE �y �'� w z ❑❑ 000 ❑❑ 0 i �.. -, Y 0 0❑ D O ❑D + BOTTOM ELEV. = 5.92' o ASPHALT SEAL y LINED WITj__/ b� - \ \' .•'\�\ O -0 0 0 PROPOSED SILT FENCE 0 0 < w w 4" SCHEDULE #40 e 1/8" PVC I �• ��\ s o m 0 o U U ii- L 6' 6" = INLET BAFFLE 60' GAS /. ''r :•` \\ 60 0. �. .,. ; �� - u PROPOSED BURIED UTILITIES WATER ELEV. = 2.0' .1 DEFLECTOR B' \ �• �� ig e �t`\�.:' `�\ �� o o WLF LIMITS OF FRESHWATER WETLANDS• DATE: SEPT. 13, 2012 LEACHING POOL DETAIL f:•l • �� / # NOT TO SCALE 1 I5'-8" I.. ..'. I `� "�. \' �� / 9.0 INVERT ELEVATION SCALE: 1 " = 30' 4 f 5 -8 1 h-- \ \� \• • \\ V` CROSS SECTION 3 N 1163. 13 Foo D ,�\\`� TH# TEST HOLE PROJECT #2011806 (FOUND) NTROL CERTIFICATION W 1155.34 �\c.`\, ' EVIEWED DATE 1000 GALLON 0 41 4 t( ,'`7 2 COMPARTMENT 30' 15' 0 I 30' 0�' SHEET {v� I c 6 J it"L `I SEPTIC TANK GRAPHIC SCALE IN FEET / 1 O I 1 1 / NOT TO SCALE / / - /) ' / \ N N V co 6 //' Ag' Sar 32-2 31-13 N 31-12 N �- CO 43. lit HARBOR/0k * ;..4 o* k cu o,�� 14iiSILCEPULEPTIC) PWalb.. 414-132-5 // ow... 0 / • Ia// . • 3s2/ 3a-� boy i '� p c°` by / . - ,,,..,,..., �t� Sts\ - 33-5 34-12A c.) „ , , .,--.., - . . . 6 Cfl lS� �p 33-4 N ,._ 1 / JOHNSON M / 38-4 =. ? • 44 R (, iv , illt34-13 • ' 33-7 9 MONUMENT 37-12 • (NOT RECOVERED) ^� 37-11 / 39-1 38* //37-10 37-1 34-8 ; MONUMENT / . 37-2 34-7 37-9 ci)411111L C imun LOCATION MAP SCALE 1 "=400' y„° // S°\ �o SAS J./6:s7 fig„” p, S6, MAP REFERENCES � ' ' 7-6-',;,,,°::11 a HENRY L. FERGUSON MUSEUM \ 1.) SURVEY MAP PROPERTY OF ADRIAN B. CORBIERE, JR. Sc DOROTHY CORBIERE; ''' ` - `. r, FISHERS ISLAND, NEW YORK; SCALE: 1"=50 FEET; CHANDLER, PALMER & KING; y'.,.. -.-4-ii r BLOCK 38 LOT 7 . NORWICH, CONN.; OCTOBER 10, 1987. q, 1 i r,:4. i ?SS (VACANT LAND) \ ' '''` 9 IRON PIPE �'` 4`' a �� ' • S' (FOUND) \ \ NOTES ''c.) C% ` ems' S. 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED 7/ fig' • oo Q \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE / ELECTRIC 0 0 5 TRANSFORMER 0 le \(- 7 �\ ENGAGEMENT. ?Sp9S, c-5-' 00 BOX \ \ \\ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ® 0 ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN 00o METER IC \ vq\ ITEM IN ANY WAY. ° \ °`\ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 125.00' APPROX. LOCATION f S87'30'00'W WATER, ELECTRIC & % \ �o \ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF cn 57 ± 0 TELEPHONE SERVICE CZ s X90 THE LAND SURVEYOR. p DISH •,, 2 LIMITS OF FRESHWATER WETLANDS s '0 ,\ \ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC AS FLAGGED BY R. MARSH, NYSDEC \Q s�\ SURVEY TRIANGULATION STATION NIN' Q W ON MARCH 9, 2011 /// = Y / \ O GENERATOR \ �• \ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, CC MON. ��, / BURIED �16� SECTION 007, BLOCK 4, LOTS 9 & 10 Z > }O U - / / / / PROPANE I' \ ��\\ \ \ 6.) TOTAL AREA = 3.56± ACRES. 0 p z ° w W ti �� X66 �`\ v� 7.) SITE IS LOCATED IN R-120 ZONE. p ! . W Q -' �/ , 0i,► \ \ 8.) PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONE VE (EL.=13 & 12) AND U ¢ Z c7 �v3, \ \ ZONE AE (EL\ • .=10 & 9) AS SHOWN ON FIRM, FLOOD INSURANCE RATE MAP O c p W SUFFOLK COUNTY, NEW YORK COMMUNITY: TOWN OF SOUTHOLD NUMBER: -J w z Jul CC ° / �z STooio FOUNDATION \ \ / 360813 PANEL 38 OF '1026 MAP SUFFIX: H MAP NUMBER 36103C0038H MAP _i O — N/F �� Qo LOCATED i 12-2o1s \ �\ \ REVISED SEPTEMBER 25, 2009. z [L _1 o w DAVID S. JOHNSON _ ,� o ��° o4<, o.N O \ O- \ \ / •- L` O W (SINGLE FAMILY RESIDENCE � =o PUBLIC WATER- ON SITE SEPTIC) ►l FIRE PIT o .4/* � \ O / Z w z t �� o j APPROX. LOCATION \ (k.• ' z s`� Aj/// ` 1 SERVICE ELECTRIC �� W `'6 Ay/ I Q P ::? c o 0 I is, o c� c� t r�r • •/ 0 3 \ \ U) LL ai c U) \ c ti 8 \ \ \ u1 G :.: q 6 ....6 -c:,t .:-.6.-}a) rJ�O)5 -rti �; i r () cn y //// DRY WELL FOR }' f,`tet ROOF DRAINS (TYP.) << r' r Cr h E: a r:Si Z 0 / ! er c.. i: ID fl ZO C. r, :42 U \ r.i ::1 "i' f) ire Vt Z E Q 2 1.. , t ..�N z n SEPTIC SYSTEM LOCATION DATA c =~ o II Lij 0 F- EL DISTANCE DISTANCE i: �, a s �y p - Q Q t(j7:p11" �• Z ti (n On Z t o ui (' U S FROM FROM LOCATION LOCATION u <y zI 4 ,� a w POINT # A B DESCRIPTION �__ ° �t, HOUSE HOUSE \ 01 r . w NN NN oN CORNER CORNER / co 0 F- .a o o 1 33.0' 16.8' INLET COVER \ / 2 38.2' 13.8' OUTLET COVER s �i Q.' N O ! N M 3 48.7' 14.7' D-BOX / ''3, -- - --- .,.._ z 4 55.0' 15.2' LEACHING POOL #1 D N0 o• i '_ it P� /Dr / QFC / , _ 5 60.0' 26.0' LEACHING POOL #2 S. ! I'1 III • f. a f • L. Lit DEC8 r i i I 1— (n LViJ „1 ''',-3 C L oi p8 c i Q o n /oN� 15• ��° tea___ _ J• o �' • 7 7 _____,.._. __ p co co _'.— N n ( 1 13:\t3`' G'‘6 ��j O o oLL �' 0 U z w w E O O (n Q w 8 w • 1 O w CL = O J • \ �860p( a_ m o o c..) o ET \ \ ��9 DATE: NOV. 13, 2013 ��.�' SCALE: 1 " = 30' • \ IRON PIPE PROJECT #2011806 N 1163. 13 (FOUND) / W 1155.34 QUALITY CONTROL CERTIFICATION •;. GROUP REVIEWED DATE �O PROJECT f ANAGER 30' 15' 0 30' O / / SHEET / I�I OF 1ENVIRONMENTALSURVEY GRAPHIC SCALE IN FEET / CIVIL A \ \ _ ____ , ARR S (c_k ______ V LL KI- \ , N / 0 FISH ESS ISLA \ D \Y ..-,. o \� `, '/ W Os' 1 \ 9 -- X , \ . e C:C C) c't iti. Z a - - 5-10-13 \� `� • w g, DRAWING 2-19-13 3 27 13 PRELIM FIDCO PERMIT \' U z o � PRICING Q,' U CME SURVEY O O O \ z 1.0 SITE PLAN 0 0 ~' 2.0 FOUNDATION PLAN 0 0 \ G4 2.1 1ST FLOOR PLAN O O O 2.2 ROOF PLAN O O 3.0 PERSPECTIVES 0 O O _ N. - �- _ \ 3.1 ELEVATIONS O O O7---.'.---------------- 3.2 ELEVATIONS O 0 O _ _ OO - \ / ``Ne%ni Illy 4.1 SECTIONS •� :::%::::::;11'1171- ,. ��..°;*:::::: 4,r`�*, dill4.2 DETAILS Q- 0 PROPOSED J / : ` wow► !6. 4. DETAILS EXISTING - - -3 - _ GRADE/ GRADE \- _ � _ 4.4 CHIMNEY DETAILS O �•5.1 INTERIOR ELEVATIONS / \ <, •.• e �� 5.2 INTERIOR ELEVATIONS ��,�, \\ N _ '�r lE�S �•� 5.3 INTERIOR ELEVATIONS °,\ - 5.4 INTERIOR ELEVATIONS �� INTERIOR ELEVATIONS / 5.5 WALL ING 5.6 INTERIOR ELEVATIONS1111111.11111%111**-- --___ Z 7.1 WINDOW & DOOR SCHEDULE O O O ss `�.o. \ (f.-T- L.1-1 \N 7.2 WINDOW INSTALL DETAILS oF\��o, \ TERRACE flil S1.0 STRUCTURAL O / N i-o _ +EL: 17' ' \ C Z ?) - 0 )51.1 STRUCTURAL O DO NOT FROCrjED V�/ITH - - %It FRAMING UNTIL SURVEX51.2 STRUCTURAL O - - M---) URL O \ \�� DECK J � HAS BEEN'APPROVED. S2.2 STRUCTURAL / F••. Z S2.1 STRUCTURAL --0EL: 1s.5 Ur �,, S2.2 STRUCTURAL ON / \ x i 1 APPROVED AS NOTED S2.3 STRUCTURAL COVER D ` 'l O \ , N / PORCH , / i /-7(....__L___:._� EL: 19.5'/ F•-� / �\ `' _ �� - _ FEE: 7 ?�`,/rBY...__ i \ l-H-----011;--E, , l NOTIFY BUILDING DEPA.�tI'fb"ENT ATT ^ �,/,-.. EXISTINGi i / / 765-1802 8 E TO 4 PIl1 FOR TF•�E �J1.f.,.;/ . , ,�� FOLLOWING INSPECTIONS:,fixs` 5'HEi? 1: / 1. FOUNDATION-TWO REQUIREDEL: 20 • FOR POURED CONCRETE J SHED 0 0 / ,'I `/ i/ i/ l T I 2. ROUGH-FRAMING,PLUMBING, W 8.1 PLNS, ELEVS, SECTION, ELEC., 0 , 1, P4 O *illif 51.3 SHED-STRUCTURAL I �� STRAPPING, ELECTRICAL &CAULKING K i �' 3. INSULATION ` ' , % 4, FINAL CONSTRUCTION &ELECTRICAL \�� '� / i i L� (114 0.-•-•4 MUST BE COMPLETE FOR C.O. w _ / / i 1. ALL CONSTRUCTION SHALL MEET THE \ //'-\._... EXISTING / REQUIREMENTS STATENNOTOF THE RESPONGIBLE OR DES OF NEW :i\ 1:0USE %i /, DESIGN OR CONSTRUCTION ERRORS. • 7 RETAIN STORM WATER RUNOFF i_.__ • • • • • • • ``�� \\ r PURSUANT TO CHAPTER 236 Q - •- -• ?TN:. • ,,o OF THE TOWN CODE.-- _• _ .GRAS � � � � ` �'S� �P�� a a / / 0� U o 0 c\.\\ .. �.�. /.• 3 ` V to Af '' re-.' am r a;+"**:,,'r'7: �.1 : it • • • X11,11,1,#,/ �`i� \ s C J J = • o 41 ISE IJ��lE�Ihl --„\ '. \ ,,,v/ �'�o ,��g ^ ir-1/4 &ALL PLUM LING WASTm •- -' `-' �� n • • • •. . . . I r' - - - - f E o \ TESTI!1G EEEQRc COVR!N a :4: a a \ -Th . • • .. . . •.. .. ..----- J \ (?.....__ \ \ SHED C� C7' J PLUMBER CERTIFICATION W M M I� (......( )(,,,..._...\ ..... I � ON LEAD CONTENT BEFORE � m LO � Q N. . - �` \ CERTIFICATE OF OCCUPANCY AitO „-- SOLDER USED IN WATER O \ i,/ - SUPPLY SYSTEM CANNOT , �� C (r l EXCEED 2/10 OF 1% LEAD. l° .. --„, \ \ 41 c ) cs ‘,- s �� j'il C\,(. ...___ C ELECT ir.41 .. , SL C ..! II O Y l�u�°?M'A-'" .ti tr Ftp 4 ':�` t� w U (p c ' \ ) \----- I-- SETBACK / 14 0.3/ '?-) 6'° I-- u..] w \ �/ J � li\/ vi.")' w z F o 0 co 6 -kV$ / ��\' O F�0 \ ��\?. ) ` i / , �.� , i i" s. ` '' O i i / W O � 0 � o I W �n cro U E".4 �; ri I W G 1 1 ^ o Ir....4 E~ I I p4 U z "' o � O Fh c — 1 s'-o" 38'-0„ 8'-0" 5'-a» cil E-1 .� x / / CV \ i \ „ \ \ i ,,,.!se,. , STONE CLADDING "'4�‘ dD4 �w•�1 e�FR i•°•�p•`�1 +iA, • °• CONC. FOOTINGS r Q eek, �;,v,, « E°' 111111..,,,,,,...„,„••0'°' WOOD DECK ABOVE, DRAINAGE REO'D "'' :`o '' �' 1 M 4; O , O , , v , / O ' L4 o r_ It-I flil STORAGE # III0 A4.1 002 .4..__� D Fes{ Z ' 10 1/4"� COVERED PORCH ABOVE, DRAINAGE REQ'D 0111.11.1.4 /"'"°Isi le:::::) v—L-t fi-J „.07--SHELVES Z.'_--N/----- Ct .J Z _ , c:DI C.- C.-D mi Iii 0 tJ 0 cuP_ ,r--- ~4 1 SUPERIOR WALL FOUNDATIONCie) Cdr) Il © o 1 �4 C. I I I X g 'owl i i SUPERIOR WALL FOOTINGS CMU CHIMNEY FOUNDATION l:4r- L_,..I..r_J I I ,.- UP I 0 a4 i- • rill w MI I I I I I I I I I I I II --I I II- - I - - I I ! I II OE--I t--0--r I- m-r t-x3---1 -1 0 1- I- 44#" II I I I I I 1 I I I IL_,.r-J L____J L----J L__.--J L-_-_J L_�.r_J-7r-i MI -- r I o 0 0 I 1 ; BOILER 41 i - _ L_tt_J BASEMENT ;v' I L± J I I o0 I- -I • CONCRETE SLAB L J g ` W R g t r v4, CZE Z H re- iyi A4.1 O • L----J O - ~. o_ C - a in 1` —;; = m a A4.1 El a: A3.2 C W I Q > II '14'-0” / O , O . , O � hr_ti < W` co A4.1 O ''.'-'• N A2. 3 4 Y 0 0 kh A3.1 \1430v)r W o 74,-0" U E! F!' z 0 o 5'-O" 18'-O" 38'-0" C,..) Z ',.:). 18'-0" 5'-O" .< Z F cip cqcq owlet. r 0 ABOVE _ DECK I o 0 ABOVE ". °��R b�h',1Q" j 117 I y rsw ~ � � .� _ Q m O O ;- Y� it 1' W It: I O O - 4 VVV III L `--- I I * 0 * Cn e�A�f+I® ......'..`V�.SS,,a`8* .aha Y (A1 BEDROOM #2 1C' ;= --- i (----- I I I D <0 A5.3 B> 101 1r— __ _ r— Q ROLL DOWN SCREEN (� _ _ O i M R B 'CRM '_ I SCREENED PORCH I `�=y I A4.1 I� D I - I A I 0 4 - 1 16 , ID A� B FI N F ° — � � � SHLVS I I 1 _ - /L• n4 j v v\ I--� r""'", 0 `67—, X 0.— Z -. SHLVS - - - ODORMER i(____ , ./ '\ DOWN H 4 • ,. , , ) C,_ ,.....) 0 11 -e 3'-1 1 p 2 1 a - til - 1 0 r - - - 1 (i).- , --]0 ___,®_L ______11____11 1-- --I-L:-1-1- _j. L O ' `� I SHLVS DRAWERS a __= - Oc 11- HALL 0 f 71-1 1 c , _ fili BTHRM #2 \D A B> 11 103 —6 /..--3(z N 24 I 102 n SHLVS ) -.3 ° D A5.3 Xi.1)1 o - Fm� F:+�A3.2C U _ — <0 A5.- B> , DRESSING RM B ( i I I I 2 U `} 114 w \ I AIIJ. 0` (.1,4 X T� J — — SH V5 / ` A3.2 SHLVS _ - _ 1- 0 [ .'' • =1-----;;)_. ll y l SHLVS 2 \ 1 1- '-\31 Ar.:4 Cip I ►--� 14 L //�� ist! .., HALL - - - JTr>sP L - - - J L„ ; , _ o Do CO I A f 1 04 �� 1 LI n�D A5.2 B� �D A5. B�1 DORMER WINDOW (A1 I N 108 r-- CAB TLO I ,mil - BTHRM # I A I OPENING ABOVE 20 <D A5.1 B> _ 1 _ / I 1-0°105 <D A5.4 B> 1L_ ( o --- -- __ _ _ _- ' MASTER 6 SHLVS L I - T T- I (- 1 i �� I I i - BATHRM c.� 1 III W i' L- 1__ -L- I I - -� - - SHLVS ' 113 Op V. I I I I AuJ. 1 !' I KITCHEN I I SH vs 1 SEAT S S tr._ / SHLVS O - n i 107I tri '; , i - DOWN <° AVB> L ____ _ J ,1 �� n — �% L _ � _ J L _ - - J jLAUY 3o QT T �I W D - - i i I I TR1. I ° 1 D/W i REF. , 4 I I I I 1 o I c0 O W Z F- 11 f � Ili � � i it I D c� o ai-- ` r i.fI I� I I '1 <A A5.5 C� rte' v iD A41 . BDROM6#3 Ir 0 0 0 - I "— 0 0 0 0 0 D / 5 B>e U LAUNDRY RM - .' E- a C Il_ ® I -_.r"_ 1 SHLVS t 1 12 t9 " I J (NIr, M '- I E RY \ cD m ce >- O 0 SEAT I QIn -� o A4.1 O � o 01 r o OABOVE - <A A5.5A> 20 'Cs) G O ABOVE 0U SHLVS A3..2 , C - u 0 f I I .I \ w LJ L.1Qw l () I v <0 A5.- B> ENTRY PORCH A4.1 k: 1 . 0 d- E - o ❑ ❑ ❑ ❑ H I- w W r- ILii� ll�A-'1]'. ,V / 12'-0" / 14'11V / 12'-0" / 4t01/4 1 AIN A3.1 ' A2.1 A i ao 0 ci 0 kIk H :74H E A3.1 Q x+ ri B Iq C.)8fl. ,,„„,,,10 If. t r°�• 4.l a•� pie� i� N Wp r f;:', • — DOWNSPOUT r r t R 4 , ` „ GUTTER � � .. o » — ., QRS ate. °0i}tce da°aa II I I Liii n 1 1 11 r- d 8:12 I-- - - - __ ___ Y.. i rT1 A4.1 D Z 5:12 0"6°164 / 10'-2" / 10'-2" / F—! c,,I 0"61a")IX 3, 11„ 1-6. �•.•.� ZOUTSIDE FACE OF STUD I y' WALL BELOW 11000"4 I `_ — t- T T —t J ITyp. DO. II Cin Ci) 1I 8.12 j A3.2 I 7.---7.--- F--4 I � r.:4 wB I I x ,r- I I I ^ i I III I— r1:4 0—.4 I I ! J I 2'-8" I / 1 I % _ \---- COPPER RIDGE CAP A31 Q' II II A uo I I II x I I v 40. CLOSED VALLEYS g'. A4.1 F g J J OUTSIDE FACE OF Q 1110111-1 STUD WALL BELOW i 2 1— A4.1 C I — — I I DOWNSPOUT I ' L L GUTTER cc)m 1 p` 0, o 6:12 , A4.1 ... ' A3.2 . El A4.1 0 441, C A4.1 Q Ea_ : , _ Ll .__. _ ' o ; 1 'Z' A� 1 A I A3A.1 2. 2, _.........,_,....., • 0 E-2, o • 7I • • • • • �+ E-4 ,i • 1,-.1 4.1 a U• • o44 44 U z yr45. = v� E" ' l''.:1,.-'-_,"..--- 1•---7- . ` F--� d • oNjco - •1,119Iti \ AC. 1 e• a %-�_;�.- ------ - I I(I -I I ^I; f irl \k'. /......,"" sf. I .I '\ - w G.� • •w .v { I 1 1 I 1�-7 ltfl;` 111.- + (1-- " - I -- �1r � .y\. (r:.l""�r /`,1 1 l{-tilt 1 •�. -r_'ate"' '-, 1 ,::t I '� i�'0 r t'w E.J ig 1} !" +1 f ! + I ;L t � i_..1 IF. ' rr- - -►1, -1n; ! (- T i } I•- -\ 4.- -----.---4 =..`.__ i� ...�-� c`'(., ° 6-- "- a` cvr I �) liI ' 1 ` I w eQ al Ibr . is ii• i - 3E : i { oo °i ( ) a:' _ �. I -- 17++ 1 '\:tjg fid, ''r; • Ci aI! I II1' F —T I °Oars �5��I1 ,11`�'II II,, t�I . ._. i!t ��• F+ 1 -41 I ii t 1 � i �F. ••°aea IIl, • 1 1 1 . } l � I 1 _ ,� I / — — 4 ... . ,... .... : l 1, i _... _ ::. .". ....,., . . ...... ....._,....,....__,....._...;:.......",..,:'•-•-,1-°:::-":. .i.,,-,....6iii(..46,-_,:,.,.._ . a., { �=1 T. ,„r,„,,,,, §� , n�S ' Y ,z G`t n e Yrs @ , ,.� P ..__. ,. ,r :.�,:r.�r.a:.a.:. s. , � ,_ . .'. .. , . ;>r, -.'.:. � ,-::.... ^ ..' : .-., , . ...'«�•.. ,e . ,-�,,;,�.— Gt,..�a.wu ...-. _.. �,.._...ec^.a.n.�._.,_.-v..a .a.v.w.v..,.>_..'<...,._.. ... ..>,_.,.:,rax,,.,... .. Wv. .,�.<r.r-.r .. r ,�.. ',k 1521412S1)• Z VIEW F�0 v SOUTH EAST /11111.1"61 `� ASCALE: NONE H CI) CID • X • P4 CIDw Q U • a • • W • . ' • L)• • • • 1 _ • IT ,,..„, . ...., ... . • 'r"-, U� • !J11JI I - f • . %,; -.....:.../ V 1 'i;... , y" * _ r s4fir'. Wn.- �'�" %' "r �" '1 i' __ ..�._ _....•.:.m._-�- _•'.".�.. _..-._: •.._..,,: 1 - 1� I 1 1 1 I j _ --..-'-`-'-‘-?-1.;-''''-1''''.-- . ' `w, trg-. ' '.�,x --,.4.1 -1-+-1.:i-+ ':1, '::,.!' .. .."-:"."- . ' i 1.: - 'it 1_4 r'''"-'F4-- ' -1: ------ '----7- .4- '— 11 I -IT , ! :', 1 1., ; t_4_.4-,d- . I._ -..± - I i 1 , , , - __ ! F t i fel i.I t ►! iE : i 1- + t ! 1 ! iFit11 1 Q rn l! , 1 1 ; S !1 11' { t--, O i k c• ! • .._ j _ _ , 11 4---.x •''': Hi 11 1 IrOyu (1E 111 T' L + _ _ 1 1 — : -_ _ . . — _ — — _ -- - — — —' ril '-- _ .. (I) ',"-•.S...••••".;''',--.1"1,1."..4.44,4-••4';'=','.1,7"',.'1. - • •• � W C/kx • .a n. -- ,,: ,- .•? -. ,,- �. _ : _ Rr!< •_J P=4 41 W CO , k 'r` r _ 7 , < r` , • e' • • O 3 VIEW ROM SOUTH WEST SCALE: NONE co 0 cit" [ , 0 E-- ` h C4 0 Z dl T�1? = cr"8 U iii W cx. Tz T.O. RIDGE H LT.1L' '''' - , = c) 4 12 i aoN‘ D.7? Q 1111111111 ■1111■ 1111■■! � E" 1111■■ ■■■■ 1111■■ 1111■■ EMIL 1111■■ 1111liii Iij ``,t17f0 Prrr 0 1111BB 17 , , s I 44 .4°V 0. : . p. 1- w * iV l5" .J? eg 1111■■ A) / _ I _ _ ,......, — / / \ 1} . b°O �boi4O D / / I / ord� b e�...y .•'�.sYO terns \ \ \ I oI I I I I /\\ I Z .' I 11 I I I 1 1 I I ( - �� I j 1 ' 1 1 , 1 I I 1 1 I I -LT— I 1 1 ' �� I I l l J I 1 1 – 1 ( I =��/ ■ T.O. SUBFL I ( L -� r --1-r- —I f-- — —-... — _ H I i— L �� IT1 1 1 111 IMK I ��-. . . - r I mmu IIIIIIIIM�� - - - - - - — 1 I I 1 1 Q /1"14 z A EAST ELEVATION ~ SCALE: 1 4" cip H 1 W w I �7 iii 1 1 1 4TH- T UI , , .r T U :10-cf' 1 W,x1 1 ' 1 1 1 "ill ■■11■ — ■■1111ALASKAN YELLOW CEDAR E E1111■■ ' , 11111111 SHINGLE ROOFQ —' - '1111■■ 1111■■IIIIIIII 1111■■IIIIIIIII - 1111■■ ,�.� ;r" w 6 '..-: il cls o a"T, . IN I - L . i ,(.74 c) � N o 1 MARVIN WINDOWS W/ "PEBBLE GRAY" CLADDING COLOR. ALL I - OTHER TRIM TO MATCH o 1 w io I; PAINTED WOOD SHUTTERS _ WHITE CEDAR SHINGLE WALLS B . – W/ CABOT'S BLEACHING OIL CI) Cl'). "4- I I I I 1 ' , 1 1 - - II 1I -- - \ 1 1 1 1 z 1 1 I I I I MI�, , 1--,- --,- J I I I II I I W, O T.O. SUBFL. 1 II1 I7DECK JI I , I I J I F— J I � ii�. I IJ I I ' - - - - Q 1 1 1 1 1 1 f 11 F-!., W, ti , r ,:4 L ( L W "hai o 3 WEST ELEVATION SCALE: 1 4" A4L3 . I< 00 . . , 1 H C:5 -,— -- -- — i CZ - i 1 1 T.O. RIDGE M : r4 — ,E.,;( RI' 8 rr' AIIIIIMIIIIMIE \ __ _ ___„__ ilnir / _ _____________ E--' tl: C.) C..7 --I Z (c) Z'" t. E-4 111pumaialler \ ----T-17-1-- I I I c-, c•I ALASKAN YELLOW CEDAR SHINGLE ROOF - _ - - •••4%., --- -- - ... c....) e<) 1 . -- 11111111111111111111111111111111111111111111111111111.1111.111111111111111111•11M111111111 iiIiiiinif i..:cta'i'z'&- ?,-,1-11, 1 A c3r.';'44 1 -- - 4 fEE E,-. •-.' I,c;) V 1.• cc, :0 ,Sf- ji:Z z! „---=_ __ __-_--7-17-_v-----_=--:-711 IN 1 l'•13L, ..0,... MARVIN WINDOWS W/ "PEBBLE . , •..--.. 1.• d' * ' g ":::\•*.,O' $ , III MIR 1111111 NM . I 1 II GRAY" CLADDING COLOR. ALL # ' (4. .0.°0...„, .0 <s;'• ..,' NMI EMI I OTHER 'TRIM TO MATCH 111.. .1111111 MEI I ...••••1E--. - I WHITE CEDAR SHINGLE WALLS I W/ CABOT'S BLEACHING OIL I 1 • MI I • 1 - HMI= I IIIIIMIIIINIIIIIIII T.O. SUBFL. — — — — -111111kr ---------.4 ....t,tr-T-H1 --t-j-117---11— — ......... .......... -1 [1.1 -.4 111111111111111111111111111 _.,.c< ' . .t 71$4.1 —7 1 Z ., A-. A I I 11111111111111111111111.1111111..11111 1•••= H4 r, ...4 PROPOSED GRADE o )11°•1•1 Z z APROX. EXISTING GRADE Ommiti•4 NORTH ELEVATIO\I ......) c./ 0.4 — _ , A SCALE: 1/4" = Ar-0" I Cl.) _ Cr) r:4 . r24 XL4 _ . P14 Ci) 0-.....4 • 1 1 in. ... i J.- `=-- ------ 1 = , ii_7 . ' '• r;..4 -- --' ,.. .,, '4.1r .... .. ._ ,..... .„, '.. . '.. 44 '‘ _ - -- _ . , 1-- •cr) . Li- fa_ „,, r--- 7 , , - — _ _ ___ —---=-----=----- '''fir'- ----- ---- 0 •—, '-- :.- -- CO W _______ --- - , i— --- J • ' _-_—__ , - - 7 :-•.: I' I . - ' , 7, I / / / / z/ </ N N 'IN N \N N N N „ 1 N N N 'r . .. '\ '• _ . . • •• ' IS.';• cn ""4” PAINTED WOOD SHUTTERS - , -'• .', (../) r" - •- — -=.--1 1-- —--- --1 i ------'-1---- I— —.....---,_T______ 7 I 1 1 1 . -- . „, IlT- I I .... I I I I I I I I Ii I T.O. SUBFL. t_ 1 ii . L? I i _ -.0 SJF . ir jri i 1 —I 7 I I I I --1-7-11_71._ Li_i — 1- I I I I n A _____ I, -" ,\ •• S• •40, • ---1- 11 • S. •\ :'' 1.-LJ ;P'41' ••• L..'i --1 .CIM 7-1: : Z.: •‘• # 1-"---. 1 ' I I 4. ''. • ) IV IP...Afr.44.,_ 1-1 .,,.. 411•1•1• ,,_,- ...- -------------- <> , APROX. EXISTING GRADE _ i SOUTH ELEVATION _li SOUTH ELEVATION © ENTRY 3 SCALE: 1/4" = r-0" ' • C SCALE: 1/4" = r-0" • -:44.,..'"if. A3 • 2 r -i O GV• Q • k�!otillip B.O. DORMER CLG JOISTS Z c' `4400-AK Ii , ♦♦♦♦♦♦♦11♦♦♦♦♦1♦1♦1♦1♦♦♦♦♦1♦1♦11�♦,4 moo`4/h6♦♦♦♦♦♦41♦1♦1♦♦1♦♦4♦/4111♦♦♦1♦♦♦1♦♦�♦♦1♦�♦/' e 117'-10 3 4" w N At U AtIrw III 0 d ® ' � / ° ' ® ® ® f1 ® U Cr T.O. PLATE ® DORMER W �° �? r� 117-8 1 2 � ��► Ic 12 ��l I 1 �`.� 12 / „ E-� ��1, 40 illoiI�I�I 12 �,� , 400 � `�� 12 Q 10 12 Ic�,0, A4.2 AVP 44, lb 6 111,114100-►t��. •' \ a '� O .1 z o .de� 11460\ �'�, 4410- t 2 A4.2 ♦ ..Aft .. ...-•n-♦-t'. . . .•.E 111111111111111111111111111b :A.-�♦� \ .4,,. ,A„,. . 12 co ,�clr. 111$1•00” 4'S :. �� B.O. PORCH CLG FRAMING : -.,�� B.O. PORCH CLG FRAMING iiiii ► 4.5 11 •- -440. - 109'-7" A� I - �ti`i. . 0 " e �' ►►�► liIlliM ll ! I ; I t ��,�� 109 -7 i i III I � B.O.® EAVE SOFFIT FRAMING :!4 �� ► tl1 B.O. EAVE SOFFIT FRAMING I 107'-8 1/2" I I I I e 107'-8 1/2" ttttttttot, f.•m c, KITCHEN SCREENED PORCH ENTRY LIVING ROOM SCREENED PORCH I +'`� ;C.: � b0��a,�� I I .le s ?°��a� �'°v fir« T.O. SUBFL. ( ( =*ri ..4,,,y T.D. SUBFL. ; .e • •• = I'. *z. :c'i,,.,:*'. 1, 7,4% r.-".:i 100'-0" I ( d •. o t. I I / 100'-0„ %. ,•• ' vE�SS��"y )1— _AAAAAAAAAA \ ♦ � ® T.O. DECK „ I; 1 ` ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦ ♦ ♦ ♦ ♦♦♦♦♦♦♦ ♦ a" ' ' T.O. DECK '�yoot�•-1 'it*t't,'!9 !♦ I 99'-6 3/4 ��.ra 1" �' _ ♦i ♦ ♦♦♦♦♦♦ ♦♦ I I ® ::.: :: 4"a, ♦ ♦♦♦ ,♦ ♦ ♦♦♦•♦♦ ♦11♦ ♦♦Y♦♦ num I� i fill 'vri- ........S - T.O. SONO 1IUBEI 11UBEI ® 98'-4 1/21 BASEMENT e 98'-4 1/21 ii'Ll I Z y_ ..\:.__ ....,., APROX. EXISTING GRADE I ,� 1l _ .1_ T - - - _ _ _ _ _ _ _ _ _ _ cZ??s,i•-;. -1.-..'".•_-t. 1 ' 11,X,01114.%..4:4,..24 / l l I 7 ,kc — - - - - - - - - — 4 1 L — B.O. CON . PIER L- _ G PIER \ .....) Z B.O. CONC. UNDISTURBED EARTH ce UNDISTURBED EARTH CROSS =SECTIO\ CROSS SECTION SCALE: 1/4" 1'-0" A SCALE: 1/4" = 1'-0" ♦111 ♦11111 ♦ ♦11 1 ♦♦♦♦♦ ♦♦♦♦ •♦ 0"� / svv•vv•�•••v! ♦♦!!1♦♦♦♦1♦♦♦�♦!1♦♦♦ 1♦1!!♦!♦♦♦♦♦♦♦♦♦♦♦1!♦♦ V.) .: I T.O. PLATE • • w 109'-2" �' ' ` �� A4.2 6 , �� r124 X �i�,il:,y-- .3 CAB. ti,► .►;- l MASTER 1.0:4 4 .,. 1�:i{cr I i, ..4.0:4 ax HALL 111 BATH w ii 111117 • si ��i11,�Q�'6T.O. SUBFL. • 10'-1 1/4" I ■■■■ 100'-0" ♦♦♦♦♦ Q ;, _ -_,--, Ca SECTION @ 3SMT STAIR ] e- II. 3'-4" II SCALE: 1/4" = 1'-0" I v o / L— w GRADE x DORMER SECTIO\ 96'_11" • — co U F SCALE: 1/4" = 1'-O" ��,,,, ,•Ill8r---2- '41004- ��,0/III '�/ B.O. WALL W 1-- 12 �� 'Illi, 12 1�,� Ill0l� 90'-10 1/2" -, r,., 00, rgifob � Il j A4.2 1.7'00 � 12 ler ,�,1,, Mith A4.3 /�►�,40110 --- /aj,1�� ,11,71 5 ate _�_4 111, a 6 � ��►b ►P. A4.3 • �� =f T.O. PLATE ,tv I I I \ ist, �,�4 B.O. CLG JOISTS 12 ------- .1:b �dIlk B m >- I �V4 I �� AvS�� w4 11 109'-7" T.O. BEAM 'i I �� --- T.O. PLATE o, o �`� �' 108'-7 3/4" • �: 310 108-6 t Id �' T.O. PLATE _ I I / bb �►�I �� 4 d ;� -� ;\ T.O. BEAM t-w tttt:ai T.O. PLATE LI J -- -- 108'-2" 107'-10" F. 107 -6 T.O. ROUGH OPENINGUlu A 31 cc, L • 107'-6" i •': G T BEDROOM #3 MASTER BEDROOM N ENTRY PORCH ENTRY W o A4.2 I M � Ii -co co x :d A .� :: : i Q T.O. SUBFL. T.O. SUBFL. i• (grvvvvrrovvvvvvv, i•I III T.d. DECK T.O. SUBFL. ~— 100'-0" ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦V♦♦♦, 100'_0>' 6, 1 i ♦♦♦♦♦♦v♦♦ ♦♦♦♦♦♦ ! 100 SU H U �� ♦l��lA,��♦!!��♦�Al�♦��t♦��1.�♦�♦�♦�1i�� I I�! ♦! ♦ ♦ • ♦ � j 1 099'-6 3/4" ♦! Ll-1 t ; GRADE GRADE GRADE I 4 • 96'-11" • 96'-11" 96'-11" ® 96'-11" Z" BASEMENT I I BASEMENT BASEMENT `- "'? I 1 "1 / ` / ` L ` B.O. CONC. PIER B.O. WALL B.O. WALL UNDISTURBED WALL ,� � EARTHB.O.B. V . 40 ;.� j otakeirigaiimat. eilf-1 M,4'1.,.., A 90'-10 1/2" '- x - 90'-10 1/2„ �" ► % ® 90'-10 1 2" 4 CROSS SECTION CROSS SECTION ENTRY PORCH SECTION ENTRY SECTION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" COPPER RIDGE CAP ALASKAN YELLOW ROOF �` \ ��` 12 ALASKAN YELLOW ROOF RIDGE VENT SHINGLES, 5" T.W. fly � SHINGLES, 5" T.W. ALASKAN YELLOW ROOF BENJAMIN OBDYKE 4\ SHINGLES, 5 T.W. CEDAR BREATHER ENE EDRALYWOOD> 1hE!T \ 12 5# SHENTRIM AT TRUSS. ill[kGYP BD. ' < , ICE & WATER SHIELD, 4 1'-10" h ,o,, <, RAFTER VENT imkg '.`.`� \ ��`� 6' STRIP AT EAVE iiir tit e C8 U. > io 1 .„, CELLULOSE INSULATION, pip7 `.•- \ �� 9 , _ 1X CEDAR FASCIA w U W �, R-38 MIN. \ TRIPLE STARTER COURSE ' I 1X4 T&G CEDAR SOFFIT w W "INTELLO" VAPOR 1 1%. \\ , !�! I p `' RETARDER �� .. LEAD COATED COPPER 1X3 STRAPPING, 444# ` DRIP EDGE \ ` BLOCKING RAKE (TYP) BATTENS FOR VAPOR t 1X CEDAR FRIEZE " h--1 U Z3 RETARDER � MIPF � SCALE: 1-1/2 = l'-O" 114 x v 5" HALF ROUND RIDGE VENT «< 111 Ipt I , COPPER GUTTER 12 SCALE: 1-1/2"= 1'-d" 8 ALASKAN YELLOW ROOF w 1X CEDAR FASCIA SHINGLES, 5" T.W. )1114)II:i1X4 T&G CEDAR SOFFIT ilitail ALUM. SOFFIT VENT, \* .�CELLULOSE INSUL. BENJAMIN OBDYKE l I p/�' PNT D "INTELLO" VAPOR N N CEDAR BREATHER `yr EAVE ;�";r BENJAMIN OBDYKE RAIN SCREEN EAST It RETARDER 41111 \ FTYVEK HOUSEWRAP 15# BLDG. FELT SCALE: 1-1/2"= 1'-0" 1X3 STRAPPING, \ \ 5/4X CEDAR CASING BATTENS FOR VAPOR AllikAhii_ :� N s /a" CDX PLYWOOD :::.• ■ RD R �■■r��.— �-� • ��?. \ SHEATHING �3o '°", SHINGLES, 5" T.W. ...:...........- ,... ... ... .:. ...., ... ''' cti , RAFTER VENT doemo. ► �' \ �` ICE & WATER SHIELD, •k•- h°•°*c +""°°c� ° BENJAMIN OBDYKE ; """--...N1-... 6' STRIP AT EAVE e`�} '�' `•wp CEDAR BREATHER ! ,: = o a -'r ,t c; t CELLULOSE INSULATION, ! , = °O7.al ,7°,r`" ''t° �o t 7.R-38 MIN. `. i N TRIPLE STARTER COURSE ;o� .. .''r , ,x 15# BLDG. FELT .I : �_ d �' ~Lk.....*.., 12 " ! ®gyp ••••• •• ��` "INTELLO" VAPOR •4.- -...„.... � .::4 �' "../: s RETARDER - v LEAD COATED COPPER S ti � 14..5 SHEATHING BLOCKING ��.4 DRIP EDGE ��°�'�"r� ', 4�`,a �� s - ! 1X CEDAR FRIEZE �` � r� R�'�� e »,�ii 2X4 ON FLAT, FASTENED 2X �-� TO RAFTER (TYP) •I�� 41h, ' 0. FRS ® ��.� ICE & WATER SHIELD, I� 5 HALF ROUND -- �� 3' STRIP AT EAVE EAVE (TYP) ELEV. ! CELLULOSE INSULATION COPPER GUTTER \ TRIPLE STARTER COURSE3 2 " ' " Tfj. \� �'� I SCALE: 1-1/2 = 1 -0 , , 1X CEDAR FASCIA BENJAMIN OBDYKE RAIN SCREEN"" LEAD COATED COPPER '� 1X4 T&G CEDAR SOFFIT _ 1 ►� ;', i�,� TYVEK HOUSEWRAP ALUM. SOFFIT VENT, PNT'p 'S\ DRIP EDGE i=r 74 L'IT" �_�.• , r... � ��,�!�''�� `-,:� � , , ' �. 5/4X CASING )4p 111iiiI MARVIN WINDOW ` �, .—itA� EAVE DETAIL ( YP) INSULATION, � '` �� ALASKAN YELLOW ROOF R-30 MIN. i �;� �� 5" HALF ROUND " ' i�, " °' tr, �� SHINGLES, 5 T.W. SCALE: 1-1/2 = 1'-O COPPER GUTTER � �, ` d E--d 1X4 T&G CEDAR CEILING 1X CEDAR FASCIA 111� ' ' , ` BENJAMIN OBDYKE `� � IIII 1X CEDAR FASCIA CEDAR BREATHER _____.�'< A`iii COPPER SILL PAN 1� (3) 2X8 LVL HEADER 1X T&G CEDAR SOFFIT 15# BLDG. FELT r - " '� i 'i AZEK SUBSILL AZM-9630 %X CEDAR TRIM , 12 q 5 CDX PLYWOOD PHANTOM ROLL DOWN SCREEN `.I SHEATHING WHITE CEDAR SHINGLES 5" TO WEATHER W/ 1X CEDAR SOFFIT - ICE & WATER SHIELD, "INTELLO" VAPOR W i CABOTS BLEACHING OIL �"'� I I s/ CEDAR POST CASING ••.. • 6 STRIP AT EAVE RETARDER 2X8 RAFTERS BENJAMIN OBDYKE RAIN SCREEN COO C/ �� CELLULOSE INSULATION ! . III _ klilligill'i* '. � TYVEK BUILDING WRAP® � ` �� TRIPLE STARTER COURSE y" CDX PLYWOOD �� + `N LEAD COATED COPPER BROSCO BASECAP B660 • SHEATHING Y" GYP BD. _ �� •�� - ►°IP EDGE .4�1� 2X6 STUDS ® 16" O.C. X z — ''"�� 1X6 BASEBOARD ii RAFTER VENT I 1BROSCO 88770 ,SCREEN STOCK ''' I-II''"4 ULOSE INSULATION, �: 5" HALF ROUND I� w 10 DEC. BEVEL 11 R-38 MIN. ' '' 6 COPPER GUTTER I FYI VAPOR BARRIER "��'�""_ 1X CEDAR FASCIA VONAVERMt�«MEURRE��MEWIE«VEMS��_ ;�Ijib CELLULOSE INSULATION `;�, I �� I� IRIM FOAM INSULATION AT 1X3 STRAPPING, •�ci-�p�•.•.�i� i 1 JOISTS 4 SII 1X4 T&G CEDAR SOFFIT � � " BATTENS FOR ALU F VENT, T' .'000Oi'000i!��'(, RADIUS= 8-4 M SOFFIT E T, PND 1 **V...41 VAPOR BARRIER :�:.�.��•.�p:.� Y CDX PLYWOOD I IP ,'ii�` iil VAPOR BARRIER ; ��♦..♦♦♦♦..♦. �� 101 TYVEK HOUSEWRAP '•"��'��4 ( RAINSLICKER BY ` II ; � A , !�!i!i'��i! i!i!i!i!i!i! '� WALL INSULATION, ; :•..44'... .4.4-�-�-� 4E BENJAMIN OBDYKE U` n c) / 8 i R-19 MIN. _ _ _ ��"��'!�'�' . . � PLYWOODK&GSH SHINGLES CDX U - 11Y" BROSCO B8770 "INTELLO" VAPORIlir • a4I � �; 4 L.C.C. FLASHING TERMITE SHIELD ',pipSCREEN STOCK RETARDER CEDAR SHINGLES, TRIPLE t 1X3 STRAPPING pfri- - --7-;;',.., / 'ii STARTER COURSE yi, }j J\ 5/4X CEDAR STOP N /6 2X10 PT SILL PLATE E Hit_ 4 J J 6 SHED DORMER EAVE ¢ - SCALE: 1-12"= 1'-d" 111 i, ;;,r �-��✓� ` / / STONE CLADDING C'' 5 �` LATICRETE BOND co o a 6X6 P.T. POST, BEAM TO ill Or I g- FRAME INTO SIDE OF POST p s CEDAR CASING 111 Nm N .M-- (3) 2X8 P.T. BEAM I / `-�i c� >- FLASH TOPS OF BEAM I LEAD COATED COPPER ALASKAN YELLOW ROOF i JOIST HANGER �� . , DRIP EDGE SHINGLES, 5" T.W. � I—GRADE �' a g ■ / 1 M O /,'1' I' 1X CEDAR FASCIA BENJAMIN OBDYKE C �, ' \! �� 5/4X CEDAR FASCIA CEDAR BREATHER • , 411r,��,k 12 15# BLDG. FELT 0 r_�-Ya" GAP 8 SH5/8"EATHXNGLYWOOD ■� _I 1X8 AZEK TRIMW III 2" XPS RIGID II �\ 1 1 , PA ICE & WATER SHIELD, ■i INSULATION _1 w IciE I f I ! f . ;; f FOUNDATION DETAIL (--YP) - BLOCKING � 2 STRIP AT EAVE ■i " Q 1X8 AZEK TRIM ��,�!�� ■� A SCALE: 1-1/2"= 1 -0 I q I ri �•, �'I, �� TRIPLE STARTER COURSE W-- - ,I �i� `� ��1,411111*- - win W pII I ( 1 " � ,�dl�'',� ,��1�CLEAD COATED COPPER #\#-- __ q i STONE STEP. SLOP Ya �.- ,,_ , _ , , - PER1' 0" 1 O',1 _�•.�• � ', DRIP EDGE — WET '"411111 Mal .t.: z 0 ��'' . . i .. , R-38 MIN , _ (-- ,„„r4W X11 ��f 1 ''I1 'INTELLO" VAPOR • I) U RETARDER •�•II, _ W . SIMPSON STRONG TIE 1X3 STRAPPING, :v,•� 1X CEDAR FASCIA I -2" XPS RIGID INSULATION Z ABE66 POST BASE ° BAIRNS FOR VAPOR : �. _ 1X CEDAR FASCIA 4" • ° _ I I I I PO . 7 RETARDER � ......, . ( . 1 X T&G CEDAR SOFFIT REINFORCED CONC. SLAB 4. I DAMP. PROOFING _ ° : � 6 MIL. POLY VAPOR BARRIER • ! 4 �, _6"I CRUSHED STONE 10" DIA. TUBEONC. . A I I I _PVC FTC. DRAIN AROUND PERIMETER W FILLED SONO-TUBE I :. GRAVEL FILL WEST PORCH .�;) 2" XPS RIGID INSULATION FILTER FABRIC AROUND. DRAIN TO DAYLIGF - ° a SCALE: 1-1/2"= 1'-0" , 111111 _ I - 1 401110 - I� °0 r o -"Z ° �� °71r,(711.40WAIV71.o. I �■�■�'.�mi�i iia •.•,� .. l/�� Oa,.. • Oa �!��o,,�IO)0 /..._)0(74,./j00170 ° ♦° ( .�. �.■T■m.■p.:�� O c7 Ow..I° '11� �Lj A4• 2 o° I 4 o° • ORME� EAVE °111%11a 17 wycbAis.° i .1 4 �;�oo •4- f_•.,._.._��.._°.,�i�•.,•_ �oi._.. 1------(1741111..1_,• , --;(:), f� ‹ T1 , �7- ��7i-,�a SCALE: 1-1 2"= 1'-0" 4 0 El U 5 ., O " �J n 6 6 �`� 4 4 " " E_, as ' O. / EQ EQ EQ O. U E" \ f) t t t I I I f� 3" BLUESTONE CAP W o I I I [—a -CONCRETE 13" X "074'y-to WASHNonNM j rr-+-hh� O 17 Y" FLUE �, CONCRETE WASHsoim w lirI -1 - --} 1" PROJECTION M�-�1 z ,- \° EXTERIOR FINISH BRICK r ( lI k. �� H _I—"" BLUESTONE ,-8� _� I I I �l�� C CAP ABOVE / , ¢ I I . I I =p== r,,.4 �' PLAN .rL 2'-2" 2'-2" EXTERIOR 0 f3RICIC 0 I _ IMINIII111111111111 PP SCALE: 1/2" 1.-0" / i FINISH BRICK LEAD COATED COPPER a STEP FLASHING& 0 ,,, I I 1 I I 1 , 4'-4" COUNTER FLASHING % 0 4.4 �� RIDGE BELOW COPPER RIDGE CAP ,-&" e D \ \ % CMU _ �� I f Il•�� LEAD COATED COPPER NM � STEP FLASHING & ��,nfi4ACP ,� � / � ;.,� � COUNTER FLASHING d+'°` �a�'•• Mill / I ....\ IIAI 4-,ks, ,....e ..4-gp .. 3 X �BOILER 00 [ L % IIW ,� . .„ . " ' s�`— " "•?r; ,. • r ^� v 7 Y FLUE I„ 014,4111116* e..r `� kr/ �:'':� �, � , ,, ,, ,„,,„, ..t. PLAN` I eAlPIP. R��PP»SEXTERIORSCALE: 1/2" = 1'—O" 2'-2" BRICK FINISH a l 4 ...1 I \._______.) X 4'-4" ----... LI") 11-44 L.1 CHIMNEY FLUE M�•4 \�\�\\\\\\Ni"."--..,_ , - BOILER FLUE " _ 13" X 2'_o EDGE OF MASONRY ^ 25F-� 17 Y" FLUE tit OIL oLUE � 4 \ I 011owisi ''': +III 'I PLAN F—� P LAN C 2X6 STUD 4AI. I " " FRAMING SCALE: 1/2 = 1 0 M / 2 8" CI) r,/ CMU CMU STEPS OUT— . r.....4 Tw (I:4 X , \ o--iii FLUE SIZE CALCULATIONS �' AREA: 1296 IN 2. (9 SF) :7\1 " "r1 \ w FLUE SIZE: 13 X 17.5 i \ \ 4'-4" ` CMU \ \ 2X10 LVLS } \ X JI I i 8X16 CMU I`._ _ ._,_ U. BLOCK _r , 410* $.71". imilW • g\ `` I I I coo IP-- 1-'11N; 1 w '�A , 4.4 , ALIGN FINISH IFACE OF .• B WALL WITH STONE A�, /� FIREPLACE SURROUND 1'-8" M P_f 1 B - - -- FINISH a FLOOR / �—, SCALE: 1/2" = 1 -0 .•. ••.•.o.�•.�ob;�� = ._.Sa•.w e �u•... .a m ---�: = tiN 1��Z► NiN • • a.o T} a • j � � a s a a Q, , a n. e e e • a' • 'a' • W. I :d •'fid afl J u . e Q L T ` \ 'a IAO A. , ' :, �y� 1 a • W,,.. 00 1 1 ,:,':, c) '' — .•.•.... . . L + FOOTING °. PLAN A 1 SCALE 1/2" = 1'-0" d a e $ . .e a' .A•e Q I I J $ A4i: . 4 • • CHIMNEY PLA\ SECTIONS CHIMNEY SECTION CHIMNEY ELEVATION C SCALE: 1/2"= 1'-0" SCALE: 1 2"= 1'-0" SCALE: 1 "_ '- " / / A 2 1 0 / 3'-103/" R.O. GENERAL WINDOW NOTES: WI \ 3OW SC H 13 L- 1) BEFORE ORDERING ANY MATERIALS OR DOING 2'-5" R.O. 3 3'-1" R.O. ' ANY WORK, THE CONTRACTOR SHALL VERIFY ALL 2'-8/" R.O. 1 MEASUREMENTS AT THE BUILDING AND SHALL BE ROUGH ADDITIONAL RESPONSIBLE FOR THEIR CORRECTNESS. ANY o 0,1 2 '-5" R.O. 2'-s" R.O. �-- MANUFACTURER TYPE MODEL No. OPENING FRAME SIZE DETAILS NOTES: DIFFERENCES WHICH MAY BE FOUND SHALL BE �— / 1 / HARDWARE SHOP DRAWING REVIEW OF WINDOWS � BEFORESUBMITTE ROCD CEEDNG WITHTHE ETHECT FWORKOR ECISION o 11/1._ TYPE WIDTH HEIGHT WIDTH HEIGHT FINISH REQUIRED r: i z 2) SEE WINDOW ELEVATIONS FOR MUNTIN 0 A MARVIN CLADCASEMENTTE IZ3-CUCA2856 2'-5" 4'-7548" 2'-4" 4'-7,1 " ORB STORM PLUS PATTERN. I4 U 0 O d / gi o `� cd CLAD ULTIMATE » 5/8» 8„ 3) CASEMENT WINDOWS: SEE ELEVATION FOR W U / o =,o ,� B MARVIN CASEMENT IZ3-CUCA2844 2 -5 3 -7 2 -4 3 -7Y ORB STORM PLUS E-' ,� _ HANDING w °� I d- CLAD ULTIMATE ,. 3 „ H ' �- C MARVIN DOUBLE HUNG IZ3-CUDH4032 3 -103/8 6'-07/8" 3 -9/8 6 -03/8 ORB STORM PLUS 4) PROVIDE TEMPERED GLASS AS REQUIRED BY v, '2LOCAL CODES. = U Z �' CLAD ULTIMATE » 0 D MARVIN CASEMENT IZ3-CUCA3248 2 -9 3 -11% 2 -8 3'-111/8" ORB STORM PLUS 5) PROVIDE ARCHITECT SHOP DRAWING FOR O Qr z E MARVIN CLAD ULTIMATE IZ3-CUDH2624 2'-83/8" 4'-87/8" 2'-73%" 4'-83/8" ORB STORM PLUS REVIEW. C..)- _-- 1 � DOUBLE HUNG F" _. __ WINDOWS TO CLAD ULTIMATE » ,_ » IMPACT ZONE 3 RATINGS COMPLY WITH IZ3—CUCA2856 IZ3—CUCA2844 IZ3—CUDH4032 IZ3—CUCA3248 IZ3—CUDH2624 IZ3—CUAW\3660 - 6) F MARVIN AWNING IZ3-CUAWN3660 4'-1" 2 115/8 4'-O" 2'-11/6" ORB STORM PLUS, 2x4 WALL co A KBIII K D COPPER FLASHING WINDOW OPTIONS: 41111 0 G DUO-CORP VINYL HOPPER ARISTOCLASS 2'-103/8" 4'-87/8" 2'-8Ys" 1'-3Y4" ORB BASEMENT WINDOW 1) SCREEN - HALF SCREENS, PEBBLE GRAY FOR SHUTTERS ON 2'-6" R.O. 2'-654' THE GABLE ENDS VARIES VARIES FOR DH'S, WOOD FOR CASEMENTS/AWNINGS --/ t t J MARVIN CLAD ULTIMATE IZ3-CUCA1624 1'-5" 1'-115/8" 1'-4" 1'-11Y8" ORB STORM PLUS PICTURE 2) HARDWARE 111111111111111111111111GARAGE SASH LOCKS - OIL RUBBED BRONZE SASH LIFTS - PHELPS LF23, 0-R-B, `�.:00 �� Hb,,,,‘r AUTHENTIC DIVIDED 2'-4"r, 12 PER SASH -. ••e„ ... r�'ip H BROSCO % 11" GLASS 2'-6Y4" 4'-5Y2" 4'-2" NEW YORK LAYOUT . �• �°. • ,5 SSB, LIGHT (SASH) CASEMENT CRANK - TRADITIONAL, O-R-B w o.• ;r �N. �, ci 4 i 1 4 ° C? N, 3) MUNTINS SDL ��f. ;,, K BROSCO 9-UTE BARN SASH 9X12" GLASS - - 2'-65/8" 3'-3548" BOSTON ,▪ o "' IZ3—CUCA1624 iii �' "' 4) INTERIOR - PRIMED r �,,4 j 5) GLASS - LOW-E, ARGON FILLED (MARVIN) '''''e , * ° a`vc.;S +.'%°i 0 \ , ,tttttt .e !!!!!4'4 6) EXTERIOR CLAD - PEBBLE GRAY 7) EXTERIOR CASINGS & SUBSILLS • ON ELEVATION OF BY CONTRACTOR �-' BROSCO SSB, % LIGHT BROSCO 9-UTE BARN SASH Itill .11 PO'. • QLOSED POSITION 8X11 GLASS 9X12 GLASS 8) JAMB EXTENSION ■1111111111■1111111111 • I I I l l l lA SCALE: 12" =WINDOW SCHEDULE 9) COASTAL PACKAGE HARDWARE 5/4 X CEDAR 5/4 X CEDAR 1'-O" Fri 0 4111CONSTRUCTION. HARDWARE: USE SHUTTER TYPE B:CONSTRUCTION. HARDWARE: USE / �� SHUTTER TYPE A: PINTELS WITH STRAP HINGES. PINTELS WITH STRAP HINGES. r BRASSHOOK AND EYE BRASS HOOK AND EYE TIE-BACKS TIE-BACKS 0"1"11•4 ^ DOOR SC - IDLL =_ NO. MANUFACTURER MODEL NUMBER STYLE ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS GENERAL NOTES: 1 Z 101: T-6" / 1'-10" 3'-3" 1'-10" / 2'-8" / / 102: 5'-4" / WIDTH HEIGHT THICKNESS JAMB HARDWARE SHOP DRAWING REVIEW OF DOORS REQUIRED �� t 1 �` 103: THICKNESS SET VARIES 001 JELDWEN SMOOTH-PRO FIBERGLASS FLUSH DOOR 3'-2Y" 6'-10Yi" 3'-O" 6'-8" 1 3/4" B • t t • • 002 TRUSTILE TS5000 5-PANEL DOOR ►—� \ 101 CUSTOM - EXTERIOR DOOR 3'-2Y" 7'-2Y" 3'-2" 7'-0" 1-3/4" A CUSTOM DOOR IN/ SIDELIGHTS ' C 101A CUSTOM - WOOD SCREEN DOOR - - " 1-1/4" v -� Ce, \ 102 MARVIN IZ3-WUIFD5470-XXR EXTERIOR FRENCH DR 5'-55%" 7'-2Y" 5'-4" 7'-0" 1-3/4" D MUNTINS: %" SDL. INTERIOR/EXTERIOR PRE-PRIMED. LOW-E GLASS W/ARGON "I°1`114 w 102A CUSTOM - WOOD SCREEN DOOR - - 1-1/4" P4 X 103 MARVIN IZ3-WUIFD2870 EXTERIOR FRENCH DR 2'-10 Y" 7'-2/2" 2'-8" 7'-0" 1-3/4" B Cr) 1,' - WOOD SCREEN DOOR - - " 1-1/4" :4 0- •4 - v o 103A CUSTOM r.. I i--. 'i-.. 1 104 CUSTOM - WOOD SCREEN DOOR - - 3'-O" 7'.-0" 1-1/4" 105 CUSTOM - WOOD SCREEN DOOR - - 3'-O" 7'-O" 1-1/4" 106 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-101i" 2'-6" 6'-8" 1-3/8" C X / 107 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2" 6'-10 Y" 2'-6" 6'-8" 1-3/8" C Q 108 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" C 1 109 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y2" 2'-6" 6'-8" 1-3/8" C • i • \ • 110 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y" 6'-10 Y" 2'-6" 6'-8" 1-3/8" Z TRUSTILE TS5000 IZ3-WUIFD2870 MARVIN IZ3-WUIFD6070 V.' 111 TRUSTILE TS5000 5-PANEL DOOR 2'-83i" 6'-10 Y" 2'-6" 6'-8" 1-3/8" 112 TRUSTILE T55000 5-PANEL DOOR 2'-10 Y2" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" gm m 113 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2" 6'-10 Y2" 2'-6" 6'-8" 1-3/8" g -a -J 114 TRUSTILE TS5000 5-PANEL DOOR 1'-8 Y2" 6'-10 Y2" 1'-6" 6'-8" 1-3/8" 301: . 115 TRUSTILE TS5000 5-PANEL DOOR 1'-8 Y2" 6'-10 Y2" 1'-6" 6'-8" 1-3/8" 41 116 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" _ ;- oo m / \ 117 TRUSTILE TS5000 5-PANEL DOOR 2-10 Y2" 6'-10 Y" 2'-8" 6'-8" 1-3/8" 1 LT Q a 118 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y" 2'-8" 6'-8" 1-3/8" 119 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y" 2'-8" 6'-8" 1-3/8" % r) "� "� 120 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y2" 6'-10 Y" 2'-8" 6'-8" 1-3/8" 0 m w >- 121 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y2" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" 122 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y2" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" `v 123 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y2" 6'-10 Y" 2'-8" 6'-8" 1-3/8" 124 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y2" 6'-10Y2" 2'-8" 6'-8" 1-3/8" '. 0 125 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y2" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" 4,1 ^ 126 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y" 2'-8" 6'-8" 1-3/8" O (f) ''U ^III c/]; N 127 TRUSTILE TS5000 5-PANEL DOOR, PAIR 5'-6 Y2" 6'-10 Y2" 5'-4" 6'-8" 1-3/8" 0 , \ / / 128 TRUSTILE TS5000 5-PANEL DOOR 1'-6 Y" 6'-10 Y2" 1'-4" 6'-8" 1-3/8" W '' •.' 129 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y2" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" 0W. CUSTOM BARN DOORS 130 TRUSTILE TS5000 5-PANEL DOOR 2'-8 Y2" 6'-10 Y2" 2'-6" 6'-8" 1-3/8" J ' 'S = po 131 TRUSTILE TS5000 5-PANEL DOOR 2'-10 Y" 6'-10 Y2" 2'-8" 6'-8" 1-3/8" (---, U W 132 TRUSTILE TS5000 5-PANEL DOOR 2'-2 Y2" 6'-10 Y" 2'-0" 6'-8" 1-3/8" Z 00 SHED 0 301 CUSTOM OUTSWING DOORS, PAIR 8'-0" 7'-2" 2-1/4" ., NOTES: 1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. 2. PROVIDE EXTENDED STRIKER LIP FOR DOORS WITH LARGER CASINGS, TYP. FOR EXTERIOR DOORS 3. INTERIOR DOORS TO BE PAINT GRADE UNLESS OTHERWISE NOTED, PROVIDE SHOP DRAWINGS FOR ARCHITECT REVIEWA7.1 4. SEE PLANS FOR HANDING, ELEVATIONS FOR MUNTIN PATTERNS, AND PROVIDE TEMPERED GLASS AS REQUIRED BY CODE 5. 3 SQUARE HINGES FOR ALL DOOR SIZE 4"X4" W/BALL TIPS, MATCH EXISTING O.R.B.' 4 SQUARE HINGES FOR ALL DOORS 7'-0" 6. KEY ALL EXTERIOR DOORS ALIKE 7. EXTERIOR ENTRY LOCKSETS - MERIT MORTISE LOCKSETS erizth ri:4---"Z , -git , (7.7', " _w•"4 .:� 1 ,A ASSOCIATES s Firf$ STRUCTURAL ENGINEERS -� 3: t'',: ;-;'7* , is 4 0 \°,, -. 634 Commonwealth Avenue � ' -15$11‘;\if Ti: ,,,," , ; ` Newton Centre, MA 02459 W co_ � 18'4" — 38'-0" 18-0 / 5'-0" / 617.244.1612 telor w o .-. o 617.244.1732 fax + �a 14 E w w 2'-0" 11'-8" 10'-8" 11'-8" 2'-O" www.siegelassociates.com o `4 o�45� ,-" 'l A Q .;1 ' QQo Q PP U z U z ov1 v1 IGi IG EI h 10"0 CONCRETE PIERS W/2'-0" BELLED FOOTINGS,TYP UNO cv ZO 2 " 52.1 'OG \fi.I.4 zz �. • � 9'-8" 10'-8" � 9'-$" BEAM POCKET COQ �JQ COQ .' . BEAM POCKET TY cf QOS G,o ^� . a 7 — 1 ® / / 104"FDN L__i /- Zzz.— r--- o0 51 ® I 1 / / 101/4"WIDE SUPERIOR WALL d 101/4"FON /—f- �i L———J ® PRECAST FOUNDATION WALL _` J ` \''''' Q� AG AG QJ QJ Ncll''' \II' Q� .oG AG ykr--- 4 -,;.,) Ii, I tiii • 1 L J \ I 0-4 C.:) BEAM POCKET BEAM POCKET \ `O�� \ -- � to QQ In I I ,o �' L---J �l I I GO ♦ I I ,e 16'-11" / 9'-0" / 9'-0" / 9'-0" / — 9' 0" / I I LOQ Low Lp� `O� lGo { - 0o r I - W I I I I 1 I f I i I I �, :4 X owQ I I L___J L___J L_ \....J L___J I 1 , �./1 4sz.iP4 Mn'� © 4.r 0 w r I 0 rJ � WV 52.1 (be I I L / / 1014"WIDESUPERIOR WALL L—__-1 \ 4"CONCRETE SLAB ON GRADE WITH 6x6- �,.. - PRECAST FOUNDATION WALL '.-",/ 8' 14". / $'-14" / O W1.4xW1.4 WWF WF ___J w O / 8'-1 4" / 8'-14" /- Q F BEAM JQ U o� cn POCKET BEAM POCKET ` BEAM POCKET Z ffII [III] BEAM O L O I 52.1 TT m m BEAM POCKET \e, Q� POCKET Q o BEAM POCKET gMMMz z- me 104"WIDE SUPERIOR WALL \ a, - ch / / — PRECAST FOUNDATION WALL � O v LLI tx i T.., H U 0- d r7 rD M • '2i Q Q g • • • Q d Q Q� 1:111 QJ N AG Q. N M 1" Q QJ ''c' v 41 L-12:1 I ':J 1 1 ® 1 I �,J \ --I 0 z / 2'-6" 4'-6" 4'-6" 2'-6" n � / / 18'4" / 12'4' / 14'-0" 12'-0" / 18'-0" C 1— H Q n 41 00 • o LL oO FOUNDATION PLAN Scale: 1/4"=1'-O" S 1 • 0 110'r;!c% T SSOd_ I ■ 00 STRUCTURAL ENGINEERS El ` J11 1 634 Commonwealth Avenue t� z 0..,_ --,A.,.....0 7 Newton Centre, MA 02459 W H o 1 %),, 617.244.1612 tel PG U o o 617.244.1732 fax �� 4.1 `� `N E www.siegelassociates.com Q U z ., 2-2x12 PT r1 2-2x12 PT r12-2x12 PT U 4 `F- 1 rZ� 1r 1r (2 PA ONTIN ►US),r 1 r r -1 •tie 1r 1r 1r -1r 1r 1 1r `ij� -1r 1r 1r (2- PAN('+KIN p 5) 1r 1r 0 -1r Z 15 04 SI PSON U5210. 04 H, GERS 0 2 c,�Q��O c,:7052.1 'T1x1 i @ 16" %C — Q% ,�1. QO �.L n IV Ams �1 ,osismdr ° �Q ,�T �6�T "l�, �6� , X6.0 ■�� Q��ti�� 3 X12 ', aI Jl a J 3- 2PTJ J J J J J , • J J � 1111 G�. a a ��,[ `� 2x1. T J J -1 ■,® `='' SPA CONTI UOUS) L L�r ::::::°'' �_II " S` 111.1111111111111111111111@ il -0--, = il PSON UC210 3 HAN ERS II N. I It MEI -..; I ® 1` ■ 'T2x10 n 16"+ , L. 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' BEARING 1 / 1 2-2x4i(HIGH) WALL BELOW .. .-s, V n_ Ic\l's I III 2-2x4 HIGH) Iii IL2-2x4 HIGH) h , 1 .-.-, r•O 0 1 .*''---- 611-Cr:CLI r a M HIP 2-2x12 n 2-2x12 RI .... '4, V 2-2x12 I e 2-2x12 I- U I ' IriM.1211.' 1 3-7%4'LVL MIN MEI 11•11111111111PN AIIIIIT Pi IA! h: 1 I 11 Pr j ' -. ,,,..- 3 ' : 3-7%4"L L I 8 g co . co „.., 1. 1 . . . , 4, m ,-, II ' - 1 . I 11111111111111111111 1111111111111 et A11111111 1114A111_- immiiimummummuli slim 2-2x8 cc <9 i• 2-2x8 - .0 CIZ L4-1 -7*-t&-I fl. t 20 IMF _ el k. - -‹ - - ..! CZ Ce _ CK - I I "1 27....Ns (NJ Cc C/D 0 -62 LL-1 14 r5 52.2 rn . - FASTEN CEILING JOISTS TO NI iti ,, ... XJ. WI W (X 70.. A RAFTERS WITH 4-12d NAILS - a_ ci., •' < < : :s z ,--1 L.4 Lu 14-1 ..7) I- Lu LI-4 ea ort ,* 0.. rtc ttC ciY1 0 .:4' -k * % cc `fias co LT- cotr- co "4 c., co oci 17 i .1 1 g8x6 FIR BEAM S2.2 ' 0 arj 0 D !r4 -- miginginimr.__. 11 LA • - < C) -Its- e CI- ' < • ;_i/t1 0 r: << r.4 ry ,a. 00 Z v- PS) 0 ROOF FRAMING PLAN . --, Scale: 1/4"-1'-O S 1.• 2 • SHEAR WALL SYMBOL.SEE PLAN FOR ) .c ..- LOCATIONS AND NAILING REQUIREMENTS ,? C WHEN FLOOR FRAMING IS PARALLEL TO THE �' �� %"FLOOR SHEATHING FOUNDATION WALL,PROVIDE SOLID BLOCKING BETWEEN JOISTS @ 26OC FOR AN MINIMUM OF GENERAL CONDITIONS ROUGH CARPENTRY STRUCTURAL ENGINEERS o ASSO • /---- 92"1-101ST FLOOR FRAMING FROM98" THE FOUNDATION WALL SHEAR WALL SYMBOL SEE PLAN FOR LOCATIONS AND NAILING REQUIREMENTS 1, G.C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. ANY PROPOSED DEPARTURES 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF E• 2x EXTERIOR WALL WITH%"SHEATHING _____4/_,/,,,,,,,, - — FROM WHAT IS INDICATED MUST BE REVIEWED WITH THE ENGINEER PRIOR TO CONSTRUCTION. ALL TIMBER CONSTRUCTION"TIMBER CONSTRUCTION STANDARDS" AITC 100, 634 Comm o nwea 1th Avenue C UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE REMOVED AND REPLACED AT THE 2. WHEN NOT OTHERWISE IDENTIFIED,ALL WOOD BEAMS,JOISTS,RAFTERS,HEADERS,STRINGERS,PLATES, Newton Centre, M A 02459 all g W o CONTRACTOR'S EXPENSE. AND SILLS SHALL BE SPRUCE PINE FIR#2 OR BETTER,WITH A MINIMUM Fb=875 PSI(SINGLE USE)AND Fb= STONE MASONRY VENEER 3/4"FLOOR SHEATHING 2. ENGINEER'S DESIGN IS DERIVED FROM ASSUMED FIELD CONDITIONS. ANY DISCREPANCIES BETWEEN WHAT 1000 PSI(REPETITIVE USE),AND E SHALL BE 1,400,000 PSI OR BETTER. 617.244.1612 tel "` PER ARCH DRAWINGS IS SHOWN ON OUR DOCUMENTS AND WHAT IS FOUND IN THE FIELD MAY CHANGE THE STRUCTURAL 3. WOOD STUDS MAY BE EASTERN HEMLOCK,EASTERN SPRUCE,OR HEM-FIR, " �"4 ° U GRADED STUD GRADE,#2 OR 617.244.1732 fax �+ 2x10 PT SILL PLATE FASTENED I I — 2x EXTERIOR WALL WITH Y2" DESIGN,AND MUST IMMEDIATELY BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO ANY I BETTER. W E• WITH Y2"0 GAL PLATE SAND i ', i FINISH GRADE L ` CONSTRUCTION. 4. LVL BEAMS,AS NOTED ON PLANS,SHALL HAVE AMINIMUM Fb=3100PSI,E=2,000,000PSI,AND Fv=285 www.siegelassociates.com F••'� w `_' 2"x2"PLATE WASHERS @ 24"OC 3. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS " rY o 1. PSI, LVL BEAMS SHALL BE VERSA-LAM BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, Q j E-" � � �� -•-� STONE MASONRY VENEER PRIOR TO COMMENCEMENT OF THE WORK,AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. v' \�j�\/��\\��\ �� 7- DISCREPANCIES BETWEEN ENGfNEERING AND ARCHITECTURAL DOCUMENTS. U Z/\,/,,��• '/ PER ARCH DRAWINGS /\/� 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING,BRACING,OR 5. WOOD"!"JOISTS SHALL BE"ALS"BY BOISE CASCADE, NO SUBSTITUTIONS WILL BE ACCEPTED,UNLESS THE 0 O PREFABRICATED FOUNDATION \�i�� ti :!?7 WALL SYSTEM BY SUPERIOR WALLS 92'HOIST FLOOR FRAMING ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. FINISH GRADE OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE,SITE AND UTILITIES FROM DAMAGE DURING U 4 MANUFACTURER'S RECOMMENDATIONS FOR BEARING,REINFORCING,CUTS,CANTILEVERS,FASTENING,ETC., I CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY,WITHOUT ASSOMING SHALL BE STRICTLY ADHERED TO. Z 15 FACTORY APPLIED. 2x10 PT SILL PLATE FASTENED , KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL ACHIEVE THIS RESULT, 6, PLYWOOD WALL SHEATHING,ROOF SHEATHING,AND SUBFLOORING SHALL BE APA GRADE,TRADEMARKED n ¢' "` WITH2"N GALV.BOLTS AND ��?/�� \\ S. FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS,POSTS,ETC.,SEE ARCHITECTURAL DRAWINGS. INSULATION,THICKNESS . PER ARCH PLANS 52"WIDE INTEGRAL 2"x2"PLATE WASHERS @ 24"OC �%��'` C-D INTERIOR WITH EXTERIOR GLUE. SUBFLOORING SHALL BE 3/4"THICK AND GROOVE,AND .,/-1i71- ..,,,,,- MASONRY LEDGE FOUNDATIONS SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING. ROOF SHEATHING ' ` ' ,,- ; } "`�',\ 1 `' SHALL BE 5/8"THICK WHEN SUPPORTS ARE SPACED AT 16 CENTERS, FOR 24 CENTERS,SHEATHING SHALL ,r c - ' 1. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON INORGANIC, BE 5/8'THICK,AND SHALL BE TONGUE AND GROOVE OR ALIGNED WITH METAL H CLIPS BETWEEN RAFTERS. ( :. WALL SHEATHING SHALL BE 1/2 THICK. :-:,:`rr,i_. 510 UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL AS REQUIRED BY THE ARCHITECT. ALL 7. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER WOOD IS WITHIN 8" r r5. „EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE OR PRECAST FOUNDATION WALLS, OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION,SHALL BE PRESSURE TREATED, BEAM ENDS IN `"PREFABRICATED FOUNDATION j ,; - 52"WIDE INTEGRAL7:: 10�' 2'-0"MIN. / WALL SYSTEM BY SUPERIOR WALLS �� MASONRY LEDGE2, EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 3-4,QR AS CONCRETE BEAM POCKETS SHALL REWRAPPED IN ASELF-ADHERING RUBBER MEMBRANE. ., `�SLAB ON GRADE WITH WWF MODIFIED BY THE STRUCTURAL ENGINEER,BELOW THE LOWEST ADJACENT GROUND EXPOSED TO FREEZING. 8, JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ' p � �`y/ ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE APPROVAL OF THE ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. �'��Y 3. 5011 BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING CAPACITY OF 9, UNLESS DETAILED OR SPECIFIED OTHERWISE,PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF 2X12, xX x x _ •/' L0�" �• LVL,AND PARALLAM HEADERS AND BEAMS. WHERE POSTS ARE CALLED OUT AS MULTIPLE 2XS,SUCH AS 3000 POUNDS PER SQUARE FOOT. 1-2X6,3-1X6,4-2X6,ETC,ONE 2X SHALL BE POSITIONED AS A KING STUD AND THE BALANCEd ' •i�� = ��'`�''� - '�'�'-'�x�� :=��'�'•��'�'i • z SHALL BE 4. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS PLACED JACK STUDS. Alps 'ye vos,,T�• 0•'f� vE'��.40,v4 0. %�o'E'vr IN 6"LAYERS. LAYERS SHALL BE COMPACTED TO 96%DENSITY AT OPTIMUM MOISTURE CONTENT AS 10. FOR WOOD JOIST SPANS UP TO 14 FEET,PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING BETWEEN 4°MIN. )` BOTTOM OF FOUNDATION WALL IS DEFINED BY ASTM 01557,METHOD D. JOISTS AT MID SPAN. FOR SPANS EXCEEDING 14 FEET,PROVIDE TWO ROWS OF FULL SIMILAR TO SECTION 1 5. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BRACED TO DEPTH BLOCKING 6 MIL POLY VAPOR BARRIER INSULATION AS REQUIRED BY i " PREVENT MOVEMENT. FOR WOOD FRAMED RESIDENTIAL CONSTRUCTION,NO BACKFILLING Of WALLS MAY BETWEEN JOISTS AT THIRD POINTS OF THE SPAN. ARCHITECT / CLEAN CRUSHED STONE FOOTING 11. PROVIDE DOUBLE JOIST UNDER PARALLEL PARTITION WALLS OR SOLID BLOCKING @ 32"0C BETWEEN THE PLACED AND COMPACTED PER WALLTAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED AND THE BASEMENT SLAB CLOSEST 2 JOISTS. MANUFACTURER SPECIFICATIONS CAST AND CURED,UNLESS WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT OR ENGINEER, 12, GABLE-END WALL STUDS IN CATHEDRAL,PARTIAL CATHEDRAL,OR HIGH CEILING SPACES SHALL SPAN FOUNDATION SECTION FOUNDATION SECTION PARALLEL TO JOISTS 6. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMPPROOFING,AND FOUNDATION WALL UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RAETERS. THEY SHOULD NOT . (1) INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 8£INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS,UNLESS NOTED OTHERWISE ON THE DRAWINGS, 3/4" 2 Y4 1'-0" CONCRETE 13, MEMBERS WITHIN BUILT-UP BEAMS,WHETHER MADE OF SAWN OR ENGINEERED LUMBER,SHALL ONLY BE SPLICED OVER SUPPORTS. 14. PROVIDE SIMPSON HI OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND IT'S BEARING POINT. 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF ACI-318, 15. UNLESS ANOTHER CONNECTOR IS CALLED OUT,PROVIDE ONE SIMPSON A34 FRAMING ANCHOR AT EACH ' "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". RAFTER/RIDGE BEAM INTERSECTION,AND TWO WHEN RAFTERS ARE DOUBLED OR TRIPLED(ONE EACHILI'l 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS: FOOTINGS,WALLS, "FLOOR SHEATHING 3 „ INTERIOR SCABS-ON GRADE,AND OTHER CONCRETE NOT OTHERWISE SPECIFIED-3000 PSI. EXTERIOR SIDE). FLOOR SHEATHING SLABS EXPOSED TO WEATHER-4000 PSI. 16, CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR CUTS 92"HOIST FLOOR FRAMING 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MLX TRUCK SHALL BE 3-5", AND BORE HOLES IN FRAMING LUMBER. IN GIRDERS,BEAMS,OR JOISTS,CUTS AND BORE HOLES SHALL 92"! JOIST FLOOR FRAMING 4. REINFORCING STEEL: TYPICAL ASTM A615,GRADE 60. FIELD BENT-ASTM A615,GRADE 40 NOT BE DEEPER THAN 1/5 THE MEMBER DEPTH NOR MORE THAT 2'IN DIAMETER.,AND SHALL NOT BE 5. WELDED WIRE FABRIC- ASTM A 185. LOCATED NEARER TO THE END OF THE SPAN THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS REINFORCED TO MEET STRESS CALCULATIONS. )H 6. NON-SHRINK GROUT SHALL BE"EMBECO 153"BY MASTER BUILDERS,SONOGROUT"BYSONNEBORN 17, AT WOOD POSTS LANDING ON FLOOR DECK,PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN DECK BUILDING PRODUCTS,"FIVE STAR GROUT"BY U.S.GROUT CORPORATION,OR EQUAL AS APPROVED BY THE SANDWICH TO LINK UPPER POST WITH-LOWER SUPPORT, BLOCKING TO MATCH UPPER POST SIZE, mil =,illk.. 1111111 *- OWNER. IIIIIIIIIIIIIIMIIIIMNNIMI 181111111111•11111111111111111111 . SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER JOISTS 3/8"BELOW THE TOP OF JOISTS �� TO ALLOW FOR JOIST SHRINKAGE, WHERE BEARING WALLS OR POSTS LAND ON THESE BEAMS,INFILL GAP WITH 3/8'PLYWOOD FOR SOLID BEARING. SOLID VERTICAL BLOCKING 11 32"0'LALLY COLUMN W/ UNDER BEARING WALLS ABOVE SOLID VERTICAL BLOCKING SPRINGFIELD CAP AND BASE PLATES AND AT POST LOCATIONS 3 D"0 LALLY COLUMN W/ UNDER BEARING WALLS ABOVE DESIGN LOADS PER NEW YORK STATE RESIDENTIAL CODE 2010 SPRINGFIELD CAP AND BASE PLATES AND AT POST LOCATIONS 11 LVL GIRDER PER PLANS GROUND SNOW LOAD(FIGURE R301.2(5)): 20 PSF - LVL GIRDER PER PLANS LIVE LOADS 10101 ::44 SLAB ON GRADE WITH WWF INSULATION AS REQUIRED BY SLAB ON GRADE WITH WWF INSULATION AS REQUIRED BY 10 PSF ARCHITECT ARCHITECT ATTICS WITH LIMITED STORAGE: 20 PSF EXTERIOR BALCONIES AND DECKS 40 PSFC.:C.: x x: x x: ,x------x X x x .x. �_ �A I I ALL OTHER AREAS 40 PSF ` �;r--is•_o��:r -it -.40,40.14p4040,01,45...11i11 WIND LOAD FIGURE[R3012(44: :1' 1 4 MIN. - . ,•x�: 'X3 y \ �._.•:a:.r _.._. :yY. Koos �.�y ;.� �� ..."Y-�Mn ,...x..-410114P 4"MIN. — .� 'i:�.g:14140. .i_d..., .:.� 120 MPH,EXPOSURE C 6 MIL VAPOR BARRIERi �i. :!-.�•�'�i�� %%� !�� %4I PRECAST COLUMN PAD BY lavis 6 MIL POLY VAPOR BARRIER r•• _ PRECAST COLUMN PAD BY gaga DEAD LOAD �5 .'s• tl• .._�_•��: . t:!•�:. Y SUPERIOR WALLS,SEE 15:::7: Ogg!' 6"MIN., FOUNDATION PLAN FOR SIZES �•/ �;� !�. � ,�._s. .Y• •�� SUPERIOR WALLS,SEE WEIGHTS OF MATERIALS AND CONSTRUCTION Y •Y ��`�'��''zi��:�%�'�'�4'• ' iii FOUNDATION PLAN FOR SIZES COLUMN PAD WIDTH+8"(MIN.) 1.0i -:� g_�l!f! ttggeli e. 2'CLEAN CRUSHED STONE FOOTING 6"MIN. 2"COMPACTED CRUSHED PLACED AND COMPACTED PER WALL STONE FOOTING cn MANUFACTURER SPECIFICATIONS 3-#5's,EACH WAY BOTTOM REINFORCING C3 c,,,3 ) LALLY COLUMN WITH PRECAST FOOTING LALLY COLUMN WITH CAST-IN-PLACE FOOTING 1.ALL INDIVIDUAL LVL MEMBERS WITHIN BUILT-UP BEAMS ARE I%"WIDE. 34"=1'-0". 4 • ' 2,ROOF SHEATHING TO EXTEND FULLY UNDER ODER FRAMED AREAS, m_ m_ m m /a"=1'-0" 3.(3)THREE OR MORE 11/4"PLY LVIs SHALL BE BOLTED TOGETHER WITH A MINIMUM OF 2-2"0 Q FINISH GRADE BOLTS @32"OC STAGGERED OR 3-%0 SELF TAPPING HEX HEAD WOOD SCREWS(SIMPSON OR TIMBERLOK). SIMPSONA8A44 OR ABA66 POST \ y�\ SHEARWALL NOTES: o 0 i- POST LEGEND 4x4 PT OR , % �; 1.SHEARWALLS CONSTRUCTIONcp. ... . . ..... . ...... . .. . ..... . ............ss : SUPPORT UP ID • SHEATHING TO 8E%"APA RATED STRUCTURAL SHEATHING,REFn to in o , SUPPORT DOWN ID FINISH GRA • HOEDOWNS TO BE HDU BY SIMPSON.SEE PLAN FOR MODEL NUMBER AND W :' . . in 3 2x4 (3)2x4 POST THREADED ROD SIZE, a Q 1 /A\\y�� \'\>\'\ 2"CLEAR,TYP. 3 2x6 (3)2x6 POST Q 2.ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH DIMENSIONAL LUMBER OF o - iii<iiv ��i�ii��> ' I 4x4 9x4 FIR POST THE SAME SIZE AS THE WALL STUDS. �/: , #5's @ 10"OC 6x6 6x6 FIR POST 4x4 PT 4x4 ACQ PRESSURE TREATED POST 3,REFER TO PLANS AND SECTIONS FOR STUD SIZES,STUDS SHALL BE SPACED AT 16 INCHES ON n 6x6 PT 6x6 ACQ PRESSURE TREATED POST • K 42" #5 BENT BARS • VC3 2x3% 3%x312 VERSA-COLUMN CENTER UNLESS NOTED OTHERWISE ON PLAN. _J I- 10"0 CONCRETE PIER ¢ @ 10 OC 1 — VC3/x5/ 32x5)VERSA-COLUMN Q Q W 0 18" \ \i\/\ \/'›V��ii��ii�yi��i�yi�� • VC 312x7 32x7 VERSA-COLUMN 4.CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO NOT OVER DRIVE NAILS p ��iN� ,�%�%�� ii��T�� 1 1 INTO PLYWOOD. NAIL HEADS SHOULD BE FLUSH WITH PLYWOOD FACE, OVER DRIVING NAILS L' Z VC 54x5'4 54x51/VERSA COLUMN ^� " n \iYi` �'�1i;��\v VC 5%x7 5%x7 VERSA COLUMN GREATLY REDUCES THE EFFECTIVENESS OF THE SHEARWALL. W W c�i� 24 0 BELLED FOOTING • 5 32 LC 32"0 CONCRETE FILLED TALLY COLUMN I--- - _ n Q HDU4 SIMPSON HDU4-SD52.5 HOLDOWN 0 z f 2x4 KEYWAY HDU5 SIMPSON HDU5-SDS2.5 HOLDOWN EDGE NAIL SPACING ►t SHEARWALL #5's @ 20"OC,TOP M E ALL SYMBOL 0 " r-+ 4-#5'S TOP AND BOTTOM / / 1 0 Pi • J F- �Yi-�i• � '$,�... �•v��-v+•. i rs.g��t Wit- \ • PLYWOOD Q Q W c- �,�.�. �.*.Y•s: ;i �%� • DENOTES POST UP FIELD 411SHEATHING n 00 . •� _r_•.,I_. _.._ti��b:i NAILING SHALL BE X Of STUD,SEE PLAN FOR I i l 7. z N QJ ��1 Sd NAILS @12"OC SPACING Z • •J �- POST GRAPHICAL SYMBOL Qo��a 1 1 1 O O 6"DEEP LAYER OF2"CLEAN CRUSHED OQ C l_ STONE PLACED AND COMPACTED 3"CLEAR .-` \ ` i; DENOTES SUPPORTING 5'-6" ,f POST #5's @ 10"OC,BOTTOM 0 SHEET NOTES PIERFOUNDATION SECTION (6BASEMENT TAIRW (:::!_L/) S ELL RETAINING WALL SECTION ‘idi 44 ..__ _� 2"-1'-0" • ASSOCIATES 6x6 PT POST,CONTINUOUS c.SCREEN PORCH FROM PIER TO ROOF STRUCTURAL ENGINEERS �' s FRAMING BEYOND f s/DECKING PER /DECKING AND ARCH.PLANS 634 Commonwealth Avenue � TRIM PER ARCH. Z R PLANS Newton Centre, MA 02459 W E—.1 o 4 _�� 2x10 PT JOISTS (J SOLID 2x10 PT BLOCKING BETWEEN JOISTS a'�'�'..�mo� /11 ` —' 617.244.1612 to I W 20 o 7 2-2x6 PT PLATE 617.244.1732 fax �.,� F - 5 �� w �;`.�,�� %"O CARRIAGE BOLT,3REQ'D. H W ---><... '� /DECKING PER ARCH.PLANS 1.11111L 3 Zxl2PTBEAM IM'� www.siegelassociates.comAT CONTINUOUS BEAM,6 Q L..2x10DECKJO15T5 = mow.ii., .�,. 1176 REQ'D.ATBEAMSPLICE MUZ �1x10 PTSC ISTSIN SIMPSON HUC210 3 ° � j/"FLOOR SHEATHINGF-�-I PORCH)REEK "' CONCEALED HANGER ' " Q C�7 5, 9'2"I-JOIST FLOOR FRAMING U z '�' SIMPSON ABA66 POST 4x6 PT POST Z-2x12 PT BEAM r x a3 It �I BASE WITH%O GALV, SIMPSON LU5210 HANGERS ,i 2-1x6 PT PLATEF ANCHOR BOLT SIMPSON ABA46 POST \i,y/\ �\ i >"\o" —'� 2x EXTERIOR WALL WITH%"SHEATHING F-� €_ DECK FRAMING BEYOND BASE WITH s z O GALV, \i�;\i�\\i�\\ t�: �� ""_ 5 SUPERIOR WALL FOUNDATION SIMPSON B H2.5 TIE 2x10 DECK JOISTS �\ i ra 2 1x12 PT BEAM \:\��\ •j �` ' . (°? -;r, ANCHOR BOLT ,...�� WALL AND EXTERIOR WALL 2-2x10 PT LEDGER BOLTED TO FOUNDATIONi i _ Ark : --4-,, 3-2x12 PT BEAM SIMPSON LUS2101 ,/ r i-/mow-//�� i i f�/r-/r�//-/,/ �,/ `\4-\ ASSEMBLY,SEE DETAIL 1,52,1 I WALL WITH TWO ROWS OF%"0 THROUGH HANGERS �% �%ii��% ;vi%i%�%� �� 10"0 CONCRETE PIER �;; k� _ ;'' . I BOLTS @32:OC,STAGGER ROWS 16" 'x%;��T��i�� i�i>,' FOUNDATION,REFER TO 2x10 PT SILL PLATE FASTENED cr1 1 y3 •Ir'a '} - FINISH GRADE DETAIL 5,SHEE752.f FOR 2"x2"P E WH Y2"0 ASHERS @ 24 OC 11 I.c) a i 1511 ADDITIONAL INFORMATION III �� r J /� SECTION BETWEEN POSTS .� 10"0 CONCRETE PIER Ij 7 Lt* � ` /��y\\�\ FOUNDATION,REFER TO SECTION BETWEEN POSTS SECTION AT POST SUPPORT PREFABRICATED FOUNDATION �� a"t1 1/4 f 1 ,4 WALL SYSTEM BY WALLS _' = "' DETAILS SHEET FOR �` I ADDITIONAL INFORMATION n I SECTION AT CONTINUOUS POST PORCH FRAMING AT FOUNDATION WALL SCREEN PORCH AND REAR DECK FRAMING DECK EDGE FRAMING SECTION SOLID BLOCKING DETAIL :1'-0" 8 -1'-D" 9 Yr=1'-0" 1 Q 4 - "=1'-On / V Z 6x6 PT POST 2x EXTERIOR WALL AND Z --- -VSUPERIOR FOUNDATION WALL '-- s/DECKING PER ARCH. ~4 ., TPIANS SIMPSON FACE MOUNT 2 SIMPSON H8IES BETWEEN POST AND TAM Sx8 FIR POSTS JOIST HANGER PER PLANS 2x10 PTSCREEN 3/q"FLOOR SHEATHING 2x EXTERIOR WALL WITH Y2"SHEATHING 1x OVERHANG(MIN.) PORCH JOISTS �,.�-'- 2z8 PT JOISTS �' OVERHANG 2x OVERHANG(MAX.) M.� 2x10 DECK JOdSTB ''Z SIMPSON H2.5 TIE AT 9%"HOIST FLOOR FRAMfNG Fv.r EACH JOIST-TO-BEAM 5/DECKING PER ARCH. CONNECTION PLANS s " 2x EXTERIOR WALL WITH/ SHEATHING SIMPSON H2.5 TIE SIMPSON A34 CONNECTOR I 1 ROOF SHEATHING ' 1 SIMPSON H2.5 TIE AT EACH ' 1111I I I s CID/'1 Vp I- - M ( JOIST-TO-BEAM CONNECTION �"'� X �„/ 1 u;, I M 1 � y4 �� 1x10 PT SILL PLATE `\_ 1. r 1 i �� SIMPSON H6 TIE CONNECTOR, Y lx ROOF RAFTER PER PLANS I.-1-i 0 1 d TWO REQ D.PER POST ' n WINDOW OPENING PER :::4 i IN l° 2 SIMPSON LPC6Z POST CAP 1-9/ LVL HEADER ARCH.DRAWINGS 2x6 OUTRIGGER PER PIANS �y 1 `' CONNECTORS,ONE EACH SIDE 4-2x8 PT BEAM N- 2x INFILL FRAMING TO 24 - SIMPSON BCS2-316 POST CA FINISH GRADEN6x6 PT PO87 LEVEL CEILING(AS REQUIRED)PROVIDE 1,-i CAP CONNECTOR �u-i 6x6 PT POS71-1/1----- ky, �y ��/ �i�� ii -r��i�'i��'i��' 2x EXTERIOR WALL/ // II %\i\iiT� "' GRADE AT BOTTOM SIMPSON LUS2 f 0 \\i\\�,�� ' ��yj�%�✓ j OF WINDOW WELL - i;i��i�%��`\�SIMPSdN ABA66 POST y�,%U w��i ,��y��y\``' 'r�r� iii ' \ ii � t " \\iii\\i�w �� %�� HANGERS SIMPSON ABA66 POST BASE WITH \/ ' '�\'� \ PREFABRICATED FOUNDATION I • , \ \\,,, \�\\i\r BASE VIVITH/z O GALV. '-/K \\ i\�%!\ I \y y\i\i " WALL SYSTEM BY SUPERIOR WALLS I \�\\i\\�\/ i ANCHOR BOLT /0 GALV.ANCHOR BOLT i, 3-2x12 PT BEAM ______IF___ (CONTINUOUS OVER POST) �-/ 10"0 CONCRETE PIER FOUNDATION,N._ I \y�\ Q REFER TO DETAIL 5,SHEET S2. IIII 1 i FOR ADDITIONAL INFORMATION III x co 10"O CONCRETE PIER FOUNDATION, U co REFER TO DETAIL 5,SHEET S2.1 FOR ADDITIONAL INFORMATION V SCREEN PORCH CANTILEVER BEAM SECTION 0 FRONT PORCH BEAM SECTION HEADER FRAMING SECTION AT BASEMENT OPENINGS ROOF RAKE FRAMING SECTION g . CO CO a"=1'-On 3/4".11_0" 1.3an=1'-0" 14 %"=1'-O" (21 2-117/g"LVL RIDGE BEAM z_ ~' o U SIMPSON A35 1-117/8"LVL FOLD LINE BEAM o ii w 6x8 FIR RIDGE BEAM H U 0._ t1 irCONNECTORS ROOFSHEATHING 2-11a"LVL RIDGE BEAM � 2x12 RAFTERS r7 rn M rn 6x8 FIR POST Q Q FLAT PLATE TO SUPPORT DORMER ROOF RAFTERS SIMPSON A?5 2x$RAFTERS Q N DORMER ROOF OVER FRAMING AND SHEATHING III `` CONNECTOR ROOF SHEATHING 8x8 FIR BEAMS a 41%444 ,� 4-124 NAILS BETWEEN (� W�� SIMDSON 1U528 HANGER CEILING JOISTS AND RAFTERS _1rIIIIIIIIIIgrr, lijzi 1, O SIMPSON A34 CONNECTOR / \ Q z 111 2-2x12 HEADER ' If ior5 �\�� I t � Q x x _ _ w I I a 6x8 FIR HEADER BEAM 1-.-4 0 SIMPSON LUSZ10-2 HANGER 2x8 CEILING JOISTS (ON FLAT) H 7 Ix 3-2x8 CEILING JOIST BEAM W co 11 rY z LL f � 1-2x12 TRIMMER ,- O 8x8 FIR POST,TYP, RIDGE FRAMING SECTION AT DORMERS MASTER BEDROOM ROOF SECTION FRONT PORCH SECTIONS 15 16 --. 2. 2 ,1;1 az.0 '27; 2-2x10 HEADER , ',.:7,1..4) j `:-.,,,,A‘.*'7 :. 1_,77,L.,,_ 2x DORMER WALL ASSEMBLY --'--- - 7-'-'",,-- ASSOCIATES co SIMPSON A34 CONNECTOR SIMPSON A35 CONNECTOR STRUCTURAL ENGINEERS F4' 2x6 SLOPED STUDS @ 16"OCROOF SHEATHING 11,4: 634 Commonwealth Avenue g z1 2x CRIPPLE WALL .. r Newton Centre, MA 02459 44 H p, ,4 2x10 SHED RAFTERS 'V',.) o , 617.244.1612 tel 617.244.1732 fax ,., 4 ,......... , i 24 - 4 www.siegelassociates.com .'‹r::. •-•iE.-"' ,,E.c..4'-';'' 1, qF" ilk 52.3 4-12d NAILS BETWEEN SHED / NV /...- - N\ _....... _....... ,- RAFTERS AND CEILING JOISTS Ull = C...) Z :4 / \ \ I (5) 2x6 OUTRIGGER @ 16"OC(ON FLAT) - . / Z 73 . ------,,,.._, 4 FEET LONG,SISTERED TO RAFTERS E- GANG PLYS OF TOP CHORD \ / / r:I\X __ . WITH 2 ROWS OF TRUSSLOK \ / / N. / 2x12 RAFTERS -..n SCREWS @ 24"OC,TYP,UNO 11 2x6 CEILING JOISTS to — '4.4% .4-%.*•-•,.......„...„1 A - --1- eN -•••••••- SIMPSON A34 if& SOLID 2x BLOCKING BETWEEN RAFTERS AND CRIPPLE STUDS CONNECTOR .0.1 I CONTINUOUS RIPPED N 2x6 LEDGER BOARD 14/ 2x ALONG FASGA / NAILED TO CRIPPLE WALL SIMPSON LUS26 HANGER / HALF LAP JOINT \ STUDS WITH 2 ROWS OF A /I 16d NAILS @ 16'OC 3-7%4"LVL BEAM 4'DEEP RIPPED RAFTER TAIL -- 2x EXTERIOR WALL ---r°"' (RIP CORNER AS SHOWN) C"TRUSSLOK-Z J SCREWS @ 16"OC 4-Y2"0 THROUGH BOLTS 12 TO CONNECT TRIMMER ROOF SHEATHING 12 - TO TOP CHORDS ---4\ 6x6 PT POST (BEYOND) , I, E.. r._............___awiliv*••■•■ 0 - 4-11X"LVL TOP CHORD, . - 2-9Y,"LVL SCREEN 2 EACH SIDE OF SCISSOR CHORDS • PORCH ROOF TRIMMER 1 0 OUTRIGGER 12 - (ON FLAT) ,_ 0 61 SCREENED PORCH ROOF SECTION AT DORMER 2x6 2x RAFTER TAIL 1 9 SECTION A-A 3/4.0 THROUGH 3/4"=11-0" (NTS) 4 BOLT WITH OGEE Mk WASHER EACH SIDE 4x8 FIR SCISSOR CHORDS --- 4-1 VA"LVL TOP CHORD ,GANG , Mir 11'4 (SELECT STRUCTURAL GRADE) / N / TOGETHER AS 2 PAIRS OF 2 ›n°4 \ EACH SIDE OF SCISSOR CHORDS ' , \ 6-12d NAILS BETWEEN SHED Z I , 1 RAFTERS AND MAIN RAFTERS 0 I I \ -\\\ 0000,14 i \ (8)33/8"LONG TRUSSLOK \ , / , \ x ---_ \ \ o .s.-- \ L..---.0 / \ SCREWS BETWEEN TOP CHORD / \ 1111 \\\\,_ N x \ ROOF SHEATHING LAMINATIONS,TYP,EACH SIDE HEADER PER FRAMING PLANS BUILT UP POST PER ._/ - """") N -- 2x10 SHED RAFTERS X 4" l'imvoi ‘‹ x FRAMING PLANS _ MIN. _.. --N-- --N-- 0-1 - \ 3%"0 THROUGH BOLT • WITH OGEE WASHERS I ... 0 , \ C,1") Cij i ..4 11""mil 0 4"0 TECO SPLIT RING W CONNECTORS,2 PER ItiThitli CONNECTION ("14 X 2x12 RAFTERS 4x8 FIR SCISSOR CHORD 2x6 LEDGER BOARD CA NAILED TO CRIPPLE WALL STUDS WITH 2 ROWS OF 011110.--- W. 4 16d NAILS @ 16"OC .>,--- 10.-----g_ L4P--4_ 2x CRIPPLE WALL \ N 111 8r:) 0_ '‘44 411 1Y \_\ - WALL ASSEMBLY, SOLID 2x BLOCKING BETWEEN II - 2x6 CEILING JOISTS PER PLANS 1 ' ..._...-I-. -_ RAFTERS AND CRIPPLE STUDS SIMPSON A34 (/) CONNECTOR (I) 2x EXTERIOR WALL L.) LIVING AREA TRUSS ELEVATION y2" SCREENED PORCH ROOF SECTION ---- TRUSS JOINT DETAIL g m m m =1,-0" (20) ".1co" (.2 1 • I 1Y2"=1'-0" m Q n o ct (4)334"LONG TRUSSLOK (I) o 3/4"0 THROUGH BOLT WITH OGEE WASHERS SCREWS BETWEEN TOP CHORD LAMINATIONS AT JOINT 8" -/ /- STEM re) re) rr) \ 0 3/4"0 THROUGH BOLT WITH OGEE WASHERS 40 TECO SPLIT RING I 1 WALL VENEER AND CAP H x ix >- * 4'10 TECO SPLIT RING > i'-'.. 77 STONE PER ARCHITECT —A Q.. CL < 0 CONNECTORS,2 PER CONNECTORS,2 PER 40 TECO SPLIT RING FINISH GRADE -\ -.-, < < SOLID 4x BLOCKING • CONNECTORS,2 PER 4-11Yi"LVL TOP CHORD,GANG CONNECTION CONNECTION * TOGETHER AS 2 PAIRS 0F2 __,,.-- .0, * BETWEEN TOP CHORDS 0 s-SOLID 4x BLOCKING CONNECTION EACH SIDE OF SCISSOR CHORDS 4"MASONRY SHELF )0 - BETWEEN TOP CHORDS \v%#' -,c •N /, \*C (4)334"LONG TRUSSLOK -\/W--- (4)33/8"LONG TRUSSLOK IP FINISH GRADE 0 ( 0.01\ 0 SCREWS BETWEEN TOP CHORD (6)3h"LONG TRUSSLOK SCREWS BETWEEN TOP CHORD Db(r, \ 4iere0 i 0 LAMINATIONS AT JOINT (f) LLI 0 N, * \* SCREWS BETWEEN TOP CHORD LAMINATIONS,TYP.EACH SIDE _ , / • * ___0 0 0 / ___ / oi \ LAMINATIONS,TYP.EACH SIDE WO THROUGH BOLT WITH OGEE WASHERS 111111, PI, i I I 1 I. ..I lij' st• 3-#4's ,\___.,/c2,-//•// // • < \, A #4 BENT BARS 52" I-- u z cr) < / V-4" --/- 8" --, 1 \ Ili1111 2x4 KEYWAY --,\ -. 7 r=4 . 41111111k • Q rY L_ 41 00 Z 4x8 FIR SCISSOR CHORD 4-11%4"LVL TOP CHORD,GANG = 4-11%4 LVL TOP CHORD,GANG TOGETHER AS?PAIRS 0F2 1 • 0 J,3' CLEAR - TOGETHER AS?PAIRS OF 2 EACH SIDE OF SCISSOR CHORDS EACH SIDE OF SCISSOR CHORDS . TRUSS JOINT DETAIL TRUSS JOINT DETAIL TRUSS JOINT SECTION ---- TYPICAL SITE WALL SECTION q_2) iyi"=1,-0" 23 iy2..ii_o. 24 y2, ".i.-o. , 25 ,' 3/4 n=V-0" S2.3 1 0 0 E-4 o W o � U E o W DECK ^ `.) 1 1 4 C7 U `° ; II I 47;›, `-'^i ■ i► l► MDI p;! � I07-1 GUEST p� II4 4.1111 ..DR00M #2 �, 1• ._ _ _ __ • mil lip 1 1 1 ' �I I � i► I Q - kre t I iti w. 1 II MTR BEIQRM (111310 ' .iii SCREENED PORCH � 1 15 I I 1 I I ,��..,�,,. ,�,,`�+ I_w II NI I I II 1 [SJ W r u► n► ', 0 -_ �D AC.6 B� 110 IP 00 : s .o I I_ Mil NM I - I I I i t I I I I I I I I o CljillIP7C- '.. 1111= P, .,.,•• .,,. y° \� � x rz� _ _ S01 I I I I I I I I I I I I H 111 111 _ LI _ _ 1II 11 ) -DOCID\ S ',3', 11►© ,jYi 7 GUEST HA L. - il . la Ir lir I , 1 I;I lir I ( _ _ �. I I 11► 3 E '� B RM2 €�`:��DMil I II I i II W .,f , ��► '� ��'®� Ill M I I I I H �. o Igo ( I ■ - 0 a A© I> DRESS+ _ ' • I +�. 1 14 .. �.�► , III I w=gyp i,c?...„,„/„. '�7 I F� c IN I I 1I I I ../ ' I 11 -.. F� Q IF 44 et v..... NMI Orig I LiJHALL L _ J L _ _ Julia NMI L II il G U E41, - 10 4 0 I I A I i1,0. I '� A D ►—� _ I I <D A5.1 B> / 1 v cA <D A5.4 B> 1 C _ I� 't''' '' ° ° 105 Co csa U �n� II L -� �� di J L --- -T--0- -- - I — — — I I I I 0/1J TO LIGHTSlor�i� trt-1 fi 0 4 I I _ MASTER 1 Cin - uo BELOW -_ 11+ 11 m 1 I I 11 I 0 - 0 _ BATH R M M-'+-� -- - � - III I II �� 113 G.LI I 111 (KITCHEN I i I �� 7,, encoit ��°� . CA n p I 1 I I II I ��■_ � (24 �--� �D A5.4 B� L - - - J ��_ II �� L — — � _ J II (3"7 �, U T I - - I I U DR ,< w c ---- �I I I I Iay lg. D 11► i 1 i ° i i IU 1 1 qr 1 1 11r II 1r 'El) ELECTRICAL SYMBOL KEY F.lF., 1 I 1 - © 1 21 1 IIILIIIIIP ..� GUEST ' I II !�i.� SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES CDRM _ 7 LAUNDRY R M $ SWITCH 0 DUPLEX RECEPTACLE OUTLET SA CEILING FIXTURE (SURFACE) Q I I I I I '4"-- I I -..:- 111111111111 C24 X II 106 I air W 1� cul ,► 1 1 2 THREE WAY SWITCH 0 DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED) "_ immonninmemilm ismommommomm a wP WATERPROOF ® U o EN i'Y DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL ". , FOUR WAY SWITCH °enc W/ GROUND FAULT INTERCEPT CIRCUIT B WASHER) _ U SWITCH W/DIMMER p HORIZONTALLY MOUNTED OUTLET IN WALL SCONCE o Be BASEBOARD _ g. frA5.5 B 14 UNDERCABINET LIGHTING Q WATERPROOF SWITCH QUADRUPLEX RECEPTACLE OUTLET }—< NUMBER REFERS TO LENGTH I c ) L ( DUPLEX RECEPTACLE OUTLET FLUORESCENT FIXTURE ,�� JAMB ACTIVATED SWITCH I F I (NUMBER REFERS TO LENGTH) Q. FULL SWITCHED =I �� DUPLEX RECEPTACLE OUTLET LED OR LOW VOLTAGE, I. ■ St. UGHTED SWITCH HALF SWITCHED LED OR LoV '.. TRANSFORMER DUPLEX SPECIAL PURPOSE N ST ' CEILING MOUNTED TRACK LIGHT RECEPTACLE OUTLET D AA . I. R er_0 RC H SYMBOL PANELS RECESSED PICTURE LIGHT OUTLET Dv p' V A EXTERIOR SPOTLIGHT (EAVE MOUNTED) • ------,I ELECTRICAL PANEL ® DUPLEX FLOOR OUTLET ®X (LILING I INR MOUNTED OOU TEDEXHAUST RS TO TYPE} FAN r "'4, ELECTRICAL SUB PANEL s% QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN .4 >- 1 TELEPHONE PANEL TELEPHONE OUTLET, CAT-5 WIRE W/RJ1 1 Q; o TO LIGHTS ON SHED ► '� DATA PANEL Q DATA OUTLET, CAT-6 WIRE W/RJ45 PORT SYMBOL DETECTORS/ALARMS/CONTROLS z -F1 COMBO PHONE & DATA OUTLETS, CAT-5 WIRE - 1 CABLE MODEM W/RJ1 1 PORT & CAT-6 WIRE W/RJ45 PORT ® SMOKE DETECTOR I 4-PORT NETWORK ROUTER ® COMBINATION FLOOR PHONE & DATA OUTLET 04CARBON MONOXIDE DETECTOR D_ .W' (WALL MOUNTED) .J it COAXIAL CABLE JACK FOR TELEVISION, OR Q �(Cf I)))i WIRELESS NETWORK ROUTER OR COM— OH HEAT DETECTOR d- _ COMPUTER, OR BOTH N & COMPUTER (..� �. TV/ COMBINATION COAXIAL CABLE JACK FOR BOTH LT LOW TEMP DETECTOR COM TELEVISION & COMPUTER '' I— IR INFRA-RED/REMOTE EYE WIRE 4 THERMOSTAT W SYMBOL FIRE ALARM SYSTEMS , I . I. FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS [�H HUMIDISTAT I-t_I W X SPRINKLER S@ CEILING SPEAKERS (RECESSED) HRV HEAT CONTROLS CEILING VENTILATION O co 0 FIRE ALARM HORN/STROBE SP SPEAKER JACK (WALL MOUNTED) Li ALARM KEYPAD Z ED FIRE PULL STATION %Le EXTERIOR SPEAKER JACK (WALL MOUNTED) I* ALARM MOTION DETECTOR I— EX EXIT SIGN AV AUDIO VOLUME CONTROLtAul ALARM DOOR CONTACT MI EMERGENCY LIGHTING Op DOOR BELL Q ALARM SIREN il DOOR CHIME Aa ALARM WATER NOTES: 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/W CABLES 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECT BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK E2. 1 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.; T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED UGHTING A8.1 A8.1 \Erif ."\ E ir TO SWITCH AT HOUSE CONS. APON i I 00 o € O A8.1 p 3 4" Ui WALL, SUPERIOR WALLS T 7 w H n � 4 \ / CRUSHED STONE—� W q OK FOOTING H A8.1 A8.1 m 0 O ww � G \ TORAGE / G - o A8.D • G 0 C:4 EL-4, (7-' o / o (7-((//11--- z A8.1D X �,�,'0 C' !I A8.1D (CONC.STORAGE UNEXCAVATED h Z E2 ,i,„ / \ ci, ..C- Yr - / U TO L GHTS c' ABOVE ALASKAN YELLOW CEDAR / SHINGLES 5" T.W. 5/6" CDX PLYWOOD \ O 0 411) 1 -6° 1 Y" RIGID INSULATIQN / O 5/6" CDX PLYWOOD 9„ / - \-/ ALASKAN YELLOW CEDAR / D " / 0 SWITCH BELL J OW O / - -. SHINGLES 5 T.W. ♦��Ir mr�� '�� ♦ /s CDX PLYWOOD I S 1 I t 1 - - LEAD COATED COPPER 1 Y2" RIGID INSULATION OH _ OH rf �� DRIP EDGE %" CDX PLYWOOD L —I A8.1 _ _ J Ail II0 �;�•�,wr ter„ � 1 X CEDAR FASCIA A8.1 `A8.111 D 1X4 CEDAR BOARD SOFFIT __� _ 4 ti� i� LEAD COATED COPPER ev v 1X CEDAR TRIM r� DRIP EDGE Q:Q 4,2 _ 1. , 4 SGYP. BD. 1 r �..►r7�1 1 X CEDAR FASCIA �f • — II,: SECOND FLOOR PLAN3 FIST FLOOR PSN FOUNDATION PSN �gik a�4 .••` •�QS\�Y• ,„,• ":„,. to.. ,. LI-1 girl ,.III 1X4 CEDAR BOARD SOFFIT EII SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" A SCALE: 1/4" = 1'-O" Pd�`°°arr .ion`�ie� II Mill 1X CEDAR TRIM / / / F-a I -(2) 2X6 HEADER GYP. BD. Ili Fi D 0 R M E R RA�C E DETAIL o'®'4 SCALE: 1 1/2" = 1'-0" 1 ^ ,-LCC DRIP EDGE b1I1 �9 Q ,... 1 - X4 CEDAR CASING ��; /' {_ 17;\�� `��' I 2X10 RIDGE BEAM i !I ;—_; -BROSCO DOUBLE-HUNG WINDOW � *�' 7 ..-.41, YELLOW CEDAR 12 i�P`�F, \ (2) 2x6 HEADER N..\ . SHINGLES 5 T.W. 8 , ��,c,, -BROSCO DOUBLE-HUNG WINDOW �� - " CDX PLYWOOD *$ih � 1 Y" RIGID INSULATION T �li -CEDAR SILL ' ��iii� 554" CDX PLYWOOD \ ` V 1 k .k1�I -COPPER PAN FLASHING 111 �� \ �4t� TRIPLE STARTER COURSE �N: 1 -WHITE CEDAR SHINGLES GYP• BD • IN;► W CABOT'S BLEACHING OIL `• �!110124- BENJAMIN OBDYKE � �� onRAINSCREEN �� LEAD COATED COPPER : 2X12 JOISTS (.24 H 'S � - TYVEK BUILDING WRAP �� DRIP EDGE (2) 2x4 -Y , HEADERile " CDX PLYWOOD w I 2 . , - � , ; SHEATHING 1X6 CEDAR FASCIA z I. 1 I 1X TRIM _, `' I WHITE CEDAR SHINGLES m l W/ CABOT'S BLEACHING OIL CONC. SLAB II BENJAMIN OBDYKE CRUSHED STONE (..) o 0 0 %. 1 II RAINSCREEN A. II TYVEK BUILDING WRAP t agigl?, °` MA. :.-: ft :tea : 1: I Y" CDX PLYWOOD ��C Z ��I SHEATHING Uig WALOR WALLS ,; ¢ • CRUSHED STONE III FOOTING g1 � � � 2X4 STUDS @ 16" O.C. • I� 2X12 FLOOR JOISTS SECTION 0 { 1111 ' ii,l'I I EAV E DETAIL SCALE: 1/4" _ ,'-o" .9 E m -(2) 2X4 HEADER lC. o oa-- J SCALE: 1 1 2" = 1'-0"`rf' -LCC DRIP EDGE /S IIqI► 8 .' - X5 CEDAR CASINGi "� �, M M IIIII I1.1 II I; ; ; m II II - _11 4 I cn III - -II/ J il \i Iii PLYWD. WHITE CEDAR SHINGLES I W z • 5 TO WEATHER, W/ CABOTS J cn 1 BLEACHING OIL : .. .. _.. .._ : : _ i i X PLYWD. BENJAMIN OBDYKE = j RAINSCREEN _ ,. ._. T _ _ Z _. O_ `1 MAHOGANY DOOR ` TYVEK BUILDING WRAP :: :: :_ :� _ :.:.. . _T.:_ .: - ~ MAHOGANY SILL T Y2 CDX PLYWOOD _-. U W. ,> 1I SHEATHING . ._.. - - _ - -:_ W Gq SUPERIOR WALL Ui WALL I -_-- / 1 ` o0 / \ \( co- CONCRETE RAMP / LI SUPERIOR WALL Ui WALL _ S a S S — _ — _- --- -- -- -- . -. - / __ ._.---- __--------- ' ' CL • VIP '• •� r . . • I 4 _...— �.�• / \\\ ___ __ ___ ___ _ c� 4. 0 Ow. ,�'!elopilerOvr bie'O'! 4 4‘11o0+•,Crat �( C -- ir e 14 __. ,...�• _ •�•�•+•c;•�•�•�•�•.o•� o• •op•T+Z•c-• .��-��le �,�� '�i • •1 ti, � 1 Jail MI MEI A G EAST ELEVATION WEST ELEVATION NORTH & 0SOUTH ELEVATIONS F /SCALE: 1 4" = 1'-0 1/4"" E SCALE: = 1'-0" 4" _ - SCALE: 1 LSOUTH WALL SECTION DETAILS —YP. FDN DETAIL SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 00 °,e , AOATES<",,,\"--i-..\„ ; . '-,rti ;6, .% it: STRUCTURAL ENGINEERS '" .m lir, ' Ea-q. -:ri33-Yak--m� �"tt � l,,- i; 634 Commonwealth Avenue z Z1 * a 46111-N , / Newton Centre, MA 02459 (� H o - �.„- '' c' ^. 617.244.1612 tel a U 0 0 617.244.1732 fax H www.siegelassociates.com Q z N q U o CNI CONTINUOUS 2x6 FASCIA BOARD AT CORNER / 18'_0^ _ / 2x6 @ 16"0C OUTRIGGER JOISTS CONTINUOUS 2x6 FASCIA BOARD AT / 5'-0" / 8'-0"M.O. / 5'-0" /- \40 CORNER,MINIMUM 6'-0"LONG QJ N j�p ofTG, Qo,, �'� �� — ��9titi�a. 2-71/1"LVLffl, 2-s "LCL \\'' 0/ �0. �0. ,,? 2 2x8 a �a� 1 2-2x8 4� n 91E ql > I CO ' co ,D ac , p co tel i 4., 1.4k vi cc .. " m } - 2x8@ b OC may'. l7 4 ., SIMPSON LU5212 2 �, 1 / 4"CONCRETE SLAB ON GRADE WITH 6x6- a HANGERS <' „ 2- xf0 RI GE BO RD I J L < ,.s' W1,4xW1.4 WWF '� �, N o a� \ r^< 2-2 10 RINE BOA 0 a101 , .., s z 2-11%4"LYE o " `" o 7 r r 2X8 @ 16 OC ti I-'°� Q°� °� \r). do ti`� 90 Q ,L_ J-- /O Q °X v °x° �44"INTEGRALSTEM — // .o �ti4 ,N ti N N -9 ,� SIMPSON LUS212 4 9l y p..� � 10�"WIDE Ili SUPERIOR WALL / HANGERS N L o,°��0� lFy PRECAST FOUNDATION WALL 1 2xt2 �� 4- AG O SpA �P� 2 1X8 1 �� 2 1x8 9� 0. Q ' esti ov ��4 L J ' J �0� 0"... 2-2x8 2-SI LVLCA Qo �G �0. �JQ 'Ooh \ — — ►--. )ti Q� L0. Gp �'� / �� / 3'4/2" / 1> f9 V 1 2x6 @ 16"0C OUTRIGGER JOISTS 0......I .-4 W 0 FOUNDATION PLAN FLOOR FRAMING PLAN ROOF FRAMING PLAN 0-4 Scale. 1/4"=1'-0" 0 Scale, 1/4 -1 0n Scale, 1/4"-1 -0R4 w X . WQ cn U n- U g m m m _ _ 2x4 PT SILL PLATE FASTENED WITH " -� "0 GA1V,ANCHOR BOLTS AND 2-9/ LVL CORNER BLOCKING 2-14"LVL RIDGE BEAM, 2x2 PLATE WASHERS @ 48 OC CONTINUOUS THROUGH PEAK c - 2x EXTERIOR WALL cn o c) w WITH%"SHEATHING � O d � tt7- SLAB ON GRADE WITH WWF 9x4 PT POST PO N1 rn FINISH GRADEII SIMPSON LSSU410 tt x x x x x SIMPSON ABA44 POST BASE SLOPED HANGER ,,-. ° Q "izele<-a'r _'•'�-aga•r z"0 STAINLESS STEEL WEDGE v \/ SIMPSON LUS210-2 HANGER /., /\\�. '\��//< /�i�i/ /i ��///\ SLAB ON GRADE WITH WWF 3 •//vii\,,,s, ��y,,,,„//..4. /, � ANCHOR,33/4"MIN.EMBEDMENT Eli i J (f) PREFABRICATED FOUNDATION WALL i �ys ( ! r/., () / •�•'r'�iYl`= t •'i'yitii'�•T.�.j�'�iIT1� / SYSTEM,U►BY SUPERIOR WALLS " ♦ `4111ili'i' z'i • .4:41000_,..e0,41.4:aw y \ _ 4 MIN. - t020 v i 004$ •• .Y i z • ^\\.\ ^ 2 Ixf 0 RIDGE BOARD Q Q V-.41.--.0011.0.611%' 4�;Yik tslO� , 12"DEEP NAUNCHED � \ FOOTING 0 6"MIN. "COMPACTED CRUSHED `-`' ___ y STONE FOOTING H O Q W 3-X5's,EACH WAY e t riz• fol BOTTOM REINFORCING n •- - • 2-6 LONG TIMBERLOK SCREWS AT w EACH BLOCKING TO RIDGE CONENCTION Z -� 2-9'/"LVL VALLEY BEAMS = n p4 / 2'-0"MIN. /- z"CLEAN CRUSHED STONE FOOTING PLACED AND COMPACTED PER WALL Q . MANUFACTURER SPECIFICATIONS FOUNDATION SECTION SPREAD FOOTING SECTION ROOF FRAMING DETAIL AT RIDGE _ 26 ,,,t,.,,_,„ 27 y4^=1,_0" (\. )-811/ - 3/4".f'-0"