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39343-Z
FQI'r4 - Town of Southold 11/18/2015 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37906 Date: 11/18/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 170 Oak St, Cutchogue SCTM#: 473889 Sec/Block/Lot: 136 -1-533 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/22/2014 pursuant to which Building Permit No. 39343 dated 11/5/2014 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, first and second floor covered porches and attached storage as applied for per ZBA#6652, dated 6/20/2013 The certificate 1s issued to Brown II,James&Brown, Susan of the aforesaid building SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0056 11/9/2015 ELECTRICAL CERTIFICATE NO. 39343 9/2/2015 PLUMBERS CERTIFICATION DATED 10/2/2015 Brad Piecuch XA'izeOsignatide �gUFFn��coTOWN OF SOUTHOLD moo �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY y�ol � Sao! 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# 39343 Date 11/5/2014 Permission is hereby granted to Brown II, James & Brown, Susan 22 Sherwood Ln Stormville, NY 12582 To Demolish and construct a new Single Family Dwelling with porches per ZBA decision #6652 & Trustees & DEC as applied for At premises located at 170 Oak St, Cutchogue SCTM # 473889 Sec/Block/Lot# 136.-1-53.3 Pursuant to application dated 10/22/2014 and approved by the Building Inspector To expire on 5/6/2016. Fees DEMOLITION $31000 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,70920 CO -NEW DWELLING $5000 Total $2,06920 Building Inspector Foj m 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: I 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 10/f New Construction Old or Pre-existing Building / - (check one) Location of Property �7Q 0.44 ST- C 0 Ir--�o G U� House No Street �—� Hamlet Owner or Owners of Property O G✓/v Suffolk County Tax Map No 1000, Section 1 .3 Block 6 Lot -3. Subdivision Filed Map Lot Pei mit No2✓ Date of Permit Applicant Health Dept Approval Underwriters Approval Planning Board Approval Request for Temporary Certificate Final Certificate (check one) Fee Submitted $ Go AppliVInatUre pF SOl1ly®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 PO Box 1179 G • aQ roger rlchert(aD-town Southold ny us Southold,NY 11971-0959 ®lyc®UNNT`II,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Brown Address 170 Oak Street City Cutchogue St New York Zip 11935 Budding Permit# 39343 Section 136 Block 1 Lot 533 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA G&S Electric License No 578-E 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 X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 44 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 19 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture 2 Pumps Transformer AppliancesDW Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200A Switches 58 Twist Lock Exit Fixtures 11 TVSS Other Equipment Storage Area, 3- Exhaust Fans, 3- Paddle Fans, 1- 30A Oven, 3-ARC Fault Cirout Breakers Notes Inspector Signature Date September 2, 2015 Electrical 81 Compliance Form As pF SO!/Py®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 PO Box 1179 CA Southold,NY 11971-0959 �COUNT`l,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date 017- Building Building Permit No 3q 3 y3 Owner TAS! Ara",vi ' (Please print) Plumber Brad l►ftut (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I lead (Plumilers Signature) Sworn to before me this day of 0 e- , 20_L5- Notary Public,:S—-p:ct� County CONNIE D BUNCH Notary Public,State of New York No 01BU6185050 Qualified in Suffolk County Commission Expires April 14,Z O` 3 "pF SOUT'yo cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [/FOUNDATION IST [ ] ROUGH 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: 5 DATE �� /210 INSPECTOR r4f s 0 91 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [J;IF NDATION I ST [ ] ROUGH PLUMBING FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY- FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) I ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: tf 67 DATE _ INSPECTOR2z ze�Z r4f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ..f , 1—771 DATE INSPECTOR 1 Of SOUlyolo Ito cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6 DATE l INSPECTOR OF so 4. H � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ---r DATE INSPECTOR r pF so�jyo o�ycoUMV,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION " [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] "ELETRICAL (FINAL) [ ] CODE VIOLA ON [ CAULKING REMARKS: DATE ® �� INSPECTOR 3v �� r OF SOUL �c �c co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION 1ST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR SOUIyo! • ao ^V eOUN('1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] DOUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f INSPECTOR l 1-7 �pf SOUry H O i �Oly 0 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' DATE dZ �� /� INSPECTOR 2 March 31,2015 Southold Town Building Department P O Box 1179 Main Road APR _ 7 2015 Southold,New York 11971 1 rR BLDG DEPT Re New Home LOWN OF SOUTHOLD , 170 Oak Street Cutchogue,New York Permit#39343 (SCTM#1000-136-01-53 3) To Whom This May Concern I have been to the site and reviewed the framing and strapping I hereby certify,to the best of my knowledge, the framing and strapping work has been completed as per plans and meets or exceeds NYS code requirements Please call my number below if you have any questions or require additional information Very truly yours, pF NEW � �c'• gRO CO cr Lu 520' A�OFESS+GPv James C Brown II,P E 914-649-4860 b WlzM■.a lum PC' �''� � ROUGHIi / • , PLUMBING 21 [W. WA �1 r FWWWAVOIA �e 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 PERMIT NO. ?j 7j~ Check Septic Form NYSDEC Trustees C O Application Flood Permit Examined 20f Single&Separate Storm-Water Assessment Form Contact / n Approved l/ OS 20 Mail to ��/�l` JCS`//� C4 J&J Z Disapproved a/c _ Phone iraMn I� OCT 2 2 Building Inspector 2014 APPLICATION FOR BUILDING PERMIT BLDG DEPT Date f Z Z , 20 TOWN OF SOUTHOLD V =� 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, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) } Builders License No Plumbers License No Electricians License No Other Trade's License No 1 Location of land on which proposed work will be done House Number Stre /- Hamlet r l County Tax Map No 1000 Section (� Block Lot J 3 3 Subdivision Filed Map No Lot 2 State existing use and occupancy of premis and intded use and occupancy of prop conduction a Existing use and occupancy �" �(/ Ll b Intended use and occupancy r" f7 3 Nature of work(check which applicable) New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4 Estimated Cost Fee (To be paid on filing this application) 5 If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6,' f business, commercial or mixed occupancy, specify nature and extent of each type of use S0- F 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 V Number of Stgries E;r Ja Rear Depth 9 Size of lot Front 10 Date of Purchase Name of Former Owner 11 Zone or use district in which premises are situated /Z ' -Q 12 Does proposed construction violate any zoning law, ordinance or regulation9 YES_j/NO 14 de �- 13 Will lot be re-graded?YES ✓NO Will excess fill be removed from premises? YES %.,/NO 14 Names of Owner of premises J52 01 4V Al Address Phone No 7 ,z Name of Architect -s C1' t-V Z Address Phone No Name of Contractor Address Phone No 15 a Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES li/ 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 V 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 Von * IF YES, PROVIDE A COPY STATE OF NEW YORK) ,.SS COUNTY OF— f'' C/ being duly sworn;deposes`and says that(s)he is the applicant AIARA�- �� (Name of individual signing contract)above named, C®1tlNlE® BUNCH (S)He is the ly ary publ9c,Mate o New York (Contractor,Agent, Corporate Off cer,etc) Cuatified in Suffolk Uounty Cornrnisslon Expires April 14,�Vl of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith Sworn to me thi day of( 20 4 k" �4\y `» Notary Public S gna re of Applicant .t•k'=` ygM xrnr� ,y^., $,3++"hcr x xl- dt .+'R, %qmn� tea: � 'iii R4.x .-. st.., ,Fwl f leiC l a3 MIR ' ,.„,zs.=:` �' ' v'�.�- •�4 Cys i r a 3 90ARD OF SOUTHO D TOWN TRUSTEES ' P # . SOUTI-IOLD,NEW YORK t ` t tia PERMIT NO. 8299 DATE: SEPTEMBER 18. 2013 ISSUED TO: JAMES& SUSAN BROWN PROPERTY' A1JfDRE,SS: 170 OAK STREET. CUTCHOGUE 84Q'1'MO 136-1-53.3 1 # t ALrrHORIZATION . 4 r I Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in iP��; accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 18 201.3. 't;��#y��� and in consideration of applictaaime fee in the sur,uf5 50_l)0 paid by Jt! Carr p. w a Ill& Susan D Broand i'.`� �1 I ll{1 - w-D €x IQ subject to the Tenns tataal Condition;a,stated [at the ltesolutlun,dw ShutTtoJrl Town Board of Trustees authorizes and permits the rbllow4g. f "ts a Wetland Permit to demolish existing dwelling and construct new 65'x25' two- to ; story dwelling with rear+/-170sq.ft. covered porch, front covered porch- and atMelaed J ^ t P 'W ;11 storage area further landward than existing; install new sanitary system landward of dwelling; storm water roof runoff to be in accordance with Town Code,Chapter 236; a line of staked hay bales with silt fencing to be installed along retaining wall prior to and�i , during construction; the area seaward of the existing retraining wall to be maintained as a non-turf buffer area; and for the removal of poison iv b hand or wicking with A � P Y Y g t "=}' Round-Up on an as needed basis for up to 10 etar�t; with the condition to establish and r1 subsequently maintain a 5' wide non-turf buffer landward of concrete retaining wall;and as depicted on the site plan prepared by Mark Schwartz& Associates, last dated y ;F July 3,2013 and stsaunped approved on September 18,2013. = V11-' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seat to be affixed, b prs �t i and these tymmtts to be subscnbed by a majority of the said Board as of this date I�5" 9tr J nti ho- qyT �` P s 1 rae fl Ya fir. A. 4 y� t� � s 1 f���3'�•' g Y "z"�=ez��'s e��Al ..,-�.A". - '----•-- ""_--Y -~ - t^'x fix, <"<, ' ��,.„, ;; IL ='y° T ({ c N� so(� John M.Bredemeyer III President ��® X75 Main Road Michael J Domino,Vice-President °= s P.O.Bog 1179 hR James F.King,Trustee � �� � Southold,New York 11971-0959 Dave Bergen,Trustee ® �� Telephone(631)765-1892 Charles J.Sanders,Trustee ®��c®U � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1169C Date: September 17,2015 THIS CERTIFIES that the demolition of existing dwelling and construction of new 65'x25' two-story dwelling with rear+/-170sq ft covered porch front covered porch,and attached storage area further landward than existing; install new sanitary system landward of dwelling; storm water roof runoff to be in accordance with Town Code,Chapter 236; a line of staked hay bales with silt fencing to be installed along retaining wall prior to and during construction; the area seaward of the existing retaimng wall to be maintained as a non-turf buffer area; and for the removal of poison ivy by hand or wiclang with Round-Up on an as needed basis for up to 10 years;with the condition to establish and subsequently maintain a 5' wide non-turf buffer landward of concrete retaining wall, At 170 Oak Street,Cutchogue Suffolk County Tax Map#136-1-53.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 16, 2013 pursuant to which Trustees Wetland Permit#8299 Dated September 18,2013,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing,dwelling,and construction of new 65'x25' two-story dwelling with rear+/-170sq.ft. covered porch,front covered porch, and attached storage area 5 Furnish to Design-Budder,as required for performance of Design-Builder's Services the following, all of which Design-Builder may use and rely upon in performing services under this Agreement r a Environmental assessment and impact statements, - b Property,boundary,easement,right-of-way,topographic,and utility surveys, C Property descriptions, d Zoning,deed,and other land use restrictions, e Engineering surveys to establish reference points for design and construction 3 - which In Owner's judgment are necessary to enable Design-Builder to proceed with the Work, f Assistance to Design-Builder in filing documents required to obtain necessary permits, licenses, and approvals of governmental authorities having jurisdiction over the Project, ; g Permits, licenses, and approvals of government authorities Owner is specifically required to obtain by the Contract Documents,and h Identify all reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site, all drawings known to owner of physical conditions relating to existing surface or subsurface structures at the Site,and any information or data known to Owner concerning underground facilities at the Site 6 Review,Submittals subject to Owner review pursuant to Paragraph 6 17 A,and {Formatted Bullets and Numbering 7 Provide information known to Owner relating to the presence of materials and substances at the Site which could create a Hazardous Environmental Condition &429 02 Insurance A Owner's responsibilities in respect of purchasing and maintaining liability and property insurance are set forth in Article 5 8-93903 Limitations on Owner's Responsibilities A The Owner shall not supervise,direct,or have control or authority over,nor be responsible {}` for, Design-Builder's means, methods, techniques, sequences, or procedures of . construction or the safety precautions and programs incident thereto,or for any failure of Design-Budder to comply with Laws or Regulations applicable to the furnishing or Y performance of the Work Owner will not be responsible for Design-Builder's failure to perform the Work in accordance with the Contract Documents &949 04 Undisclosed Hazardous Environmental Condition A Owner's responsibility in respect'of undisclosed Asbestos, PCBs, Petroleum, Hazardous Waste,or Radioactive Materials uncovered or revealed at the Site is set forth In Paragraph ' 404 9-9-59 05 Resident Project Representation A Owner may furnish a Resident Project Representative to observe the performance of Construction The duties,responsibilities and limitations of authority of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions ElCDC®D-700,Standard General Conditions of the Contract Between Owner and Design-Builder Y - Copyright©2015 National Society of Professional Engineers,American Council of Engineering Companies, ' and American Society of Civil Engineers All rights reserved Page 30 of 30 further landward than existing• install new sanitary system landward of dwelling; storm water roof runoff to be in accordance with Town Code Chester 236• a line of staked hay bales with silt fencing to be installed along retaining wall prior to and during construction.the area seaward of the existing retaining wall to be maintained as a non-turf buffer area: and for the removal of poison ivy by hand or wicking with Round-Up on an as needed basis for un to 10 years• with the condition to establish and subsequently maintain a 5'wide non-turf buffer landward of concrete retaining wall. The certificate is issued to JAMES&SUSAN BROWN owners of the aforesaid property. *v, = Authorized Signature 5-869 06 Owner's Consultant A Owner's Consultant, if any, has no duties, responsibilities, or authorities with respect to Design-Budder,unless so provided in the Supplementary Conditions 8-0907 Compliance with Safety Program A While at the Site, Owner's employees and representatives shall comply with the specific , applicable requirements of Design-Builder's safety programs of which Owner has been informed pursuant to Paragraph 6 13 D A^*,�.zmte-Q. ARTICLE 10-AMENDING THE CONTRACT DOCUMENTS,CHANGES IN THE WORK QAMS 1001 Amending and Supplementing Contract Documents Orom C_-7_0_0,_some-editing done,substantial- - Fartnatted Bullets and Numbering additional editing needed I. _ Formatted Font Italic,Not All caps A The Contract Documents may be amended or supplemented by a Change Order,or a Work J Formatted Font Bald Change Directive - 1 Change Orders If an amendment or supplement to the Contract Documents includes a-. - Formatted Font Italic --i—� change in the Contract Price or the Contract Times,such amendment or supplement Formatted @EICDCStandard 4- must be set forth in a Change Order A Change Order also may be used to establish subparagraph 1 1 amendments and supplements of the Contract Documents that do not affect the v Contract Price or Contract TimesFormatted Font Italic 2 Work Change Directives A Work Change Directive will not change the Contract Pricer'=- Formatted Outline numbered+Level 4+ or the Contract Times but is evidence that the parties expect that the modification Numbering Style 1,z,3, +Start at 1+ ordered or documented by a Work Change Directive will be incorporated in a Alignment Left+Aligned at 0 8"+Tab after11"+Indent at 11" subsequently issued Change Order, following negotiations by the parties as to the _ Work Change Directive's effect,if any,on the Contract Price and Contract Times,or,if negotiations are unsuccessful, by a determination under the terms of the Contract ` Documents governing adjustments, expressly including Paragraph 1104 regarding L change of Contract Price Contractor must submit any Change Proposal seeking an adjustment of the Contract Price or the Contract Times,or both,no later than 30 days after the completion of the Work set out in the Work Change Directive Owner must ; submit any Claim seeking an adjustment of the Contract Price or the Contract Times, s or both,no later than 60 days after issuance of the Work Change Directive - Formatted Indent Left 0",Hanging 05" 9-810 02 Owner Authorized Changes in the Work -~„ Formatted Bullets and Numbering A Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time,order additions,deletions,or revisions in the Work within the general scope of the Contract by a Change Order or a Work Change Directive Upon receipt = of any such document, Design-Builder shall promptly proceed with the Work involved „ which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided) 9-8210 03 Unauthorized Changes in the Work A Design-Budder shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided In Paragraph 3 04, except in the case of an emergency as provided in Paragraph 6 16 or in the case of uncovering Construction as provided In Paragraph 12 04 EICDC®D 700,Standard General Conditions of the Contract Between Owner and Design-Builder Copyright m 2015 National Society of Professional Engineers,American Council of Engineering Companies, ' and American Society of Civil Engineers All rights reserved Page 31 of 31 3 Alft lohme NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ' Facility DEC ID 1-4738-03503 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: JAMES BROWN BROWN PROPERTY 22 SHERWOOD LN 170 OAK ST{SCTM 1000-136-1-53 3 STORMVILLE, NY 12582 CUTCHOGUE,NY 11935 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631) 765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 712.726 NYTM-N. 4543.556 Latitude- 41°00'55.6" Longitude- 72°28'12 5" Project Location: 170 Oak Street Authorized Activity: Demolish existing single family dwelling, sunroom, and deck. Construct new single family dwelltiig with covered porch and access stairs. Install two drywells All work must be completed as shown on plans stamped "NYSDEC Approved" on 10/8/13. Property beyond the 10 foot elevation contour as shown on approved plans is beyond the jurisdiction of Article 25 (Tidal Wetlands). - Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-03503/00002 New Permit Effective Date 10/8/2013 Expiration Date. 10/7/2018 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. -�- -- -- t� Permit Administrator.JOHN A WIELA-N- D, Deptify Regional Permit Admimstraitar Address. NYSDEC RE610N 1 AADQUARTEI1) Q.ST ONY BkOOK150 CIR(; Ii C7 1 STQNi rY.BROOK,,i�'Y 11790 -3410 Authorized Sigtiatur Date Page 1 of 5 Aft 10boo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-03503 Distribution List PATRICIA C MOORE Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITTIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. 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. 2. 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. 3. 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 Mark Schwartz&Assoc., last revised 8/6/13 4. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 5. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 25 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal No debris is permitted in wetlands and/or protected buffer areas. 7. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters Only watertight or waterproof forms shall be used Wet concrete shall not be poured to displace water within the forms Page 2 of 5 Am Aft..! NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Imw Facility DEC ID 1-4738-03503 8. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary 9. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities 10 Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area Tarps are authorized to supplement these approved methods. 11 Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 40 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 12. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or lute matting until weather conditions favor germination. 13 Establish Vegetated Suffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established There shall be no disturbance to the natural vegetation or topography seaward of the concrete retaining wall. 14 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 15. 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 flee navl&ation of said waters or flood slows csr 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 ma} 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 16. 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 Page 3 of 5 Aft rahmv NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION "Row Facility DEC ID 1-4738-03503 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contammahon 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. 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 tines 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,rant;l; modification or trwisfer gaited by the Dep#rtment niwst tic-in writing Submission of ,ipplic atio s for permit lenewtil, modirication or irunsfer-a£e to be submiitecIto Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790-3409 4. Submission of Renewal Applicapon The permittee must submit a renewal application at least 30 days before permit expim ion for the following permit authorizations: Tidal 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 papa .; Page 4 of 5 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION +� Facility DEC ID 1-4738-03503 b failure by the pennittee 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; 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 PERMITTEE 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 ansing 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 Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for infonnhig its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all spacial condii1ons white acting as the permittee's agent with respect to the permitted activities, and sucli persons sliA he subject to Hie 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 to1he permit Page 5 of 5 BOARD MEMBERS �cI%�"r Southold Town Hall Leslie Kanes Weisman Chai f`� ��nFl�j` rperson ,y. rye 53095 Main Road m P O Box 1179 Southold,NY 11971-0959 Eric Dantes d t?CticeLocah Gerard P Goehnnger �., aa" LI-," 1 Town Annex/First Floor,Capital One Bank George Horning + ' - y44154375 Main Road(at Youngs Avenue) Ken Schneider ��+f�+�U �'+� � Southold.NY 11971 A http//southoldtown northfork net ZONING BOARD OF APPIEALS TOWN OF SOUTHOLD T.I.(631)765-1809•Fax (631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 20,2013 ZBA FILE 6652 NAME OF APPLICANT James and Susan Brown PROPERTY LOCATION 170 Oak Street(add to Eugene's Creek)Cutchogue, NY SCTM#I000-136-1-53 3 SARA E'ITt +Ill'IAT flN. The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SL E•OLK_COUN11-Y ADMINISTRATIVE CODE This application was referred as requiied under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 15, 2013 stating that this application is considered a inattel for local determination as there appears to be no significant county-wide or inter-community impact. [. WR!' D1-T JQJhflL-AT10N This application was refen ed for review under Chapter 268, Waterfi ont Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards The LWRP Coordinator issued a recommendation dated April 29, 2013 Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT However, the amended application, as requested by the Board of Appeals,reduces the proposed variance relief, iemoves the two proposed diywells from the AE flood zone, and includes the installation of a non-turf buffer between the wetlands and the concrete seawall Therefore the Board finds the application CONSISTENT with the LWRP policy standards I'ILOPI~'RTY 1rAC1S'> ESCRIPTIO Ffe ,Sub ect property o11,529 eet buildable area) located in the 0 zoneIt s Improved with asingle ifamily dwelling with attached s uare foot lot(6,739 square orn and deck It has 30 492 feet on Oak Street, 221 19 feet on the northern property line, 58 08 feet on Eugene's Creek and 20148 feet along the southern property line as shown on the site plan dated March 15, 2013 prepared by Mark Schwartz and Associates,Architect RASIS OF APPLICATION. Request for Variances from Article XXII Code Section 280-116B and Article XXIII Code Section 280-124 and the Building Inspector's April 10. 2012, revised March 20, 2013 Notice of Disapproval based on an application for building permit for demolition and reconstruction and additions/alterations to an existing seasonal cottage at, 1) bulkhead setback of less than the code required 75 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) Iess than the total combined side yards of 25 feet, 4) more than the maximum code permitted lot coverage of 20% RELIEF_I?EOUESTED The applicant requests variances to demolish the existing dwelling and construct a new dwelling with a concrete seawall setback of 25 8 feet where the code iequires 75 feet, 8 minimum side yard setback Page 2 of 3—June 20,2013 7BA#6652—Brown SCfMN1000-136-1-53 3 r of 4 9 feet where the code requires 10 feet, 9.9 feet combined side yards where the code requires 25 feet and lot coverage of 25 1%where the code allows a maximum of 20% AMENDED APPLICATION During the heanng the applicant was asked to bring the plan into more conformity with the code, On May 30, 2013 the agent for the applicant submitted a revised site plan showing the 10 foot easement agreement along the southerly property line, increased side yards of 5 feet and 6 7 feet , combined side yards of 11 7 feet, reduced lot coverage of 22%resulting from the removal of the proposed attached garage which permits the dwelling to be moved closer to the road thereby increasing the concrete seawall setback to 31 1 feet at the closest point and 45.3 feet at the furthest point ADDITIONAL INFORMATION- At the hearing the applicant's agent submitted information on the character of the neighborhood with copies of prior variances granted Additionally, the agent submitted an easement agreement from the adjoining neighbor on the south executed by both parties FINDINGS OF FACT/REASONS FOR BOARD ACT10N The Zoning Board of Appeals held public hearings on this application on May 2, 2013 and June 6,2013 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and snakes the following findings 1 'Town Law 5267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties The applicants' propose to demolish their home and replace with a much lai ger two story horne on a lot that is extremely narrow Many of the properties in this area are similar to the applicants' property and have received setback variances along with lot coverage relief 2 Town Law 6267-b(3)(b)(B). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The subject property is very long and narrow and building any ieasonably sized year `round dwelling will require variances. However, the applicants' can build a smaller home with better conformity for side yard setbacks, lot coverage and greater setback from the concrete retaining wall to reduce the substantiality of the variances as applied for 3, Iown Law, 267-bM(b)(3) The alternative relief granted herein for the requested variances are mathematically substantial representing a 50% relief for the single side yard, 53% relief for the combined side yards, 59% relief for the concrete sea wall set back, and 10 % relief for the lot coverage However, the alternative relief is more in keeping with other non-conformities in the neighborhood and the applicant must comply with the storm water management code 4 Town Law 6267-b(3)(b)(4) Specific evidence has been submitted to suggest that a variance requested in this residential community will have an adverse effect on the immediate neighborhood The LWRP coordinator recommends the removal of drywells from the flood zone, installation of a buffer to absorb runoff, a greater setback from the concrete seawall, and a reduction in the size of the proposed dwelling and lot coverage to improve the property in a mangier that is similar to other improvements in this neighborhood of mixed seasonal cottages and year round dwellings, As per the amended application/site plan, the applicants' can decrease the size of the home by at least 3.1%, which will make all non-conforming areas of this application more conforming Additionally, the amended plan does assist m the remediation of the finding of inconsistent by the LWU coordinator 5 Town Law 6267-b(3)(b)(5). The difficulty has been self-created The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purcli isr; The applicant must reduce lot coverage hereby making all variances proposed more conforming Page 3 of —Jime 20,20'3 ZBAl16652—Brown SCfM#1000-136-J-53 3 R 6. Town Law X267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community RESOLUTION OF THE BOARD In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehnnger, seconded by Member Weisman (Chairperson), and duly carried,to DENY, as applied for, and GRANT ALTERNATIVE RELIEF,as follows- I Lot coverage shall not exceed 22% 2. The single side yard on the northerly side shall be no less than 6 7 feet, 3 The proposed two "bump outs" in the first floor plan which encroach into the southerly side yard shall be removed, and; the single side yard on the southerly side shall be no less than 5 feet, with the exception of the proposed chimney 4, The minimum setback from the concrete seawall shall be no less than 31 1 feet at the closest point Subject to the following conditions, CONDITIONS 1 The two proposed dlywells shall be located outside of the FEMA AE el 7' flood zone. 2 The proposed non-turf buffer shall be established between the concrete retaining wall and the existing wetlands as shown on the amended survey and the existing tree just northeast of the retaining wall shall be preserved That the above conditions be wi itten into the Building Inspector's Certificate of Occupancy, when issued .Before anniyina for a building nermit.the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final site plan and architectural drawings,conforming to the alternative relief granted herein.The ZBA will forward one set of approved,stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit,and may requii e a new application and public hearing before the Zoning Board of Appeals. Vote of the Board- Ayes- !!Members Weisman (Chairperson), Goehnnger, Schneider, Horning, Dantes This Resolution was duly nd pted(5-0) ,�'-tom..- � ,�L1�'L�l.�.-• Leslie Kanes Weisman, Chairperson Approved for filing 6 /Ayo /2013 FFQ } Scott A. Russell 01®sy k�� ST01R.I��1 WAT)E][. SUPERVISOR MANAGEMENT NT SOUTHOLD TOWN HALL-P O Box 1179 ]n 53095 Main Ropd-SOU LD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING Yes o (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑S"C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑G�E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑B/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Pian and a completed Check List Form to the Building Department wit your Building Permit Application. APPLICANT (Property Oji ner Design Professional Agent Contractor,Other) S C T M # 1000 Date Districi 444 's, `��� NAME 4// � i�L1L --� 0 `iL w.mo Section Block Lot *� FOR BUILDING DEPARTMENT USE ONLY**** Contact Information /y V/ //'J.v Crelephorc�umbr `� Reviewed By — — — — — — — — — — — — — — — — — Date Propei ty Addi ess/Location of Consti action Woi k - - — — — — — — — 01K S7~ (/TC 16U Appi oved fol pi ocessmg Building Pei mit —� Stoi mwatei Management Conti of Plan Not Requa ed Stoi mwatei Management Conti of Plan is Requu ed b/(FFoi wat d to En meei in De ai tment foi Review) S l; ! FORM * SMCP-TOS MAY 2014 Y APPLICANT S C T M # 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) T ----—— —6— 0S11WQt /� �IC —/ r1 Stormwater Management Control Plan CHECK LIST NAM l lr/ Q Phm section Block Lot o x S M C P -Pldn Requirements Provide ONE copy of the Building Peimd Application j� Date- 'ki Y�� * The applicant must piovide a Complete Explanation and/oi Reason foi not pioviding o JIgllatute t NumMr Z !�[ all information that has been Requned by the following Checklist] 1 A Site Plan drawn to scale Not Less that 60'to the inch MUST YE If You answer ed No of NA to any item, Please Pi ovide Justification Het el show all of the following items NO NA If you need additional i oom foi explanations, Please Pi ovlde additional Paper a Location& Desci iption of Pi opei ty Boundai les ✓ b Total Site Acieage c Existing-Natural & Man Made Featur es within 500 L F AINAGE 1 of the Site Boundai y as requii ed by§236-17(C)(2) ontactT R- EQ Test Hole Data Indicating Sod Clialacteiistics&Depth to Ground Water Baekfil ng at 765-156,bagare e Limits of Clearing& Area of Pi oposed Land Disturbance ✓ tha nginee►'s f Existing& Pi oposed Contour s of the Site (Minimum 2 Intervals) 00 as been Installed g Location of all existing& pi oposed sti uctui es, r oads, e di iveways,sidewalks, di amage imps ovements& utilities h Spot Glades& Finish Floor Elevations for all existing& ,-- pi oposed sti uctui es but not be laynted to I Location of pi oposed Swimming Pool and dischai ge ring 00 O rlOvlude a int J Location of proposed Soil Stockpile Area(s) A well mainacne ons rut ion tntrance, k Location of proposed Construction Entrance/Staging Aiea(s) 1/ 0� Wire Backed Silt Fencing,stabilization 1 Location of pioposed concrete washout aiea(s) 0 Seeding of exposed and/or Inactive sods m Location of all proposed erosion&sediment control measures �0 2 Stoi mwatet Management Conti of Plan must include Calculations shove ing that the slot mwatet imps ovements at e sited to captui e,store,and mfiiti ate on-site the i un-off rr om all impervious sur laces genet ated by a two(2)inch �J i ainfalI/storm event 3 Detdrls&Sectional Drawings for slot mwatet prdetices are required for approval Items i equii ing details shall include but not be limited to a Eiosion&Sediment Conti ols b Constiuction Entiance&Site Access 00 (. NOT m c Inlet Di ainage Sti uctui es (e g catch basins,ti ench di ams,etc) 0 d Leaching Structures (eg infdtiationbasins,swales etc) **** FOR ENGINEER DEPART T USE ONLY Additional Information is Required Reviewed & Stormwater Management Control Plan is Not Complete Approved By — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete Date ! I ® SMCP has been approved by the Engineering Department IL FORM I SWCP eck List -TOS MAY 2014 z �o��OF SO�jyolo i i Town Hall(Annex Telephone(631)765-1802 k 54375 Maui Roadp�aaxxItl { P O Box 1179 G • O roger.nchertf sown Souy05 ny .us { Southold,NX 11971-0959 Q I i BUaDING DEPARTMENT TOWN OF SOLTMOLD APPLICATION FOR ELECTRICAL INSPECTION 1 REQUESTED BY: Date: Company Name- / a i � �S `'��� C- hs- Name, 6JA (24-Lt LL License No.: S 7 P --�- Address: A-0 go J-O r,-P�a y 114' 71 Phone No.: sjy eqlp 47/6 I JOBSITE INFORMATION: (*Indicates required information) *Name: &4QfL1`fbrJ Cq '2)FLOC4 � *Address- /70 0,0-cam-, *Cross Street: 12-5r- a *Phone No.: Permit No.: —5 j Tax Map District. 1000 Section: Block:�_ Lot: 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 11/g'I'f 1,10e4'e (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters/ Change of service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Df. 82-Request for Inspection Form l GlgsmP")u oo � � titin -� �, t` I I I I I I I I I I I I I I I I I I I I I II I![I I[1[!I I I I I I I I I I II 111111 VIII IIIA IIII I!!I SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 01/02/2014 Number of Pages: 6 At: 02 :27 :00 PM Receipt Number : 14-0000290 LIBER: D00012759 PAGE : 029 District: Section: Block: Lot: 1000 136.00 01 .00 053.003 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30 .00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15. 00 NO TP-584 $0 .00 NO Notation $0 .00 NO Cert.Copies $5 .20 NO RPT $60 .00 NO Fees Paid $135 .20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County ][2:] RECORDED Number of pages �p Z014Z014 Jan 01 02:2: 27:00 FPt JUDITH R. PRSCRLE GLEET; OF This document will be public SUFFOLK COUNTY record.Please remove all L D00012759 Social Security Numbers P 029 prior to recording Deed/Mortgage Instrument Deed/Mortgage Tax Stamp E Recording/Filing Stamps 3 1 FEES Page/Filing Fee 31 i Mortgage Amt 1 Basic Tax Handling 20. 00 2 Additional Tax TP-584 Sub Total Notation Spec/Assn. EA-5217(County) Sub Total `1 ' Seco/Add P EA-5217(State) TOT MTG TAX R P.T 5 A _ spy Dual Town Dual County Held for Appointment dd Comm of Ed 5 00 TransferTax Affidavit Mansion Tax 1Y® The property covered by this mortgage is Certified C -� =�� or will be improved by a one or two NYS Surch 15. 00 ��` i family dwelling only Sub Total YES or NO Other Grand Total i ti If NO, see appr;alau- tax clause on page# of this instrument ` jIIZ ,3 Q Dist 10001 Section 136 I Block i I Lot 533 ISCommunty Preservation Fund Real Property 2641483 1000 13600 0100 053003 Consideration Amount$ Tax Service Agency PTS f 01111 CPF Tax Due $ Verification R DTY A (02-JAN44 Improved 6 Satisfac ss NW-UUU&HES 1 uxiv 1 U• Vacant Land PATRICIA C MOORE ESQ TO 51020 MAIN ROAD SOUTHOLD NY 11971 TD TD Mad to Judith A Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co Name www.suffolkcountyny gov/clerk Title# S Suffolk County Recording & Endorsement Page This page forms part of the attached SANITARY SYSTEM COVENANTS DEC_LA_RATION OF made by' (SPECIFYTYPE OF INSTRUMENT) JAMES C.BROWN II AND The premises herein is situated in SUSAN D BROWN SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD ,?LUQ_L,C„_09&' Y_PMA_RTMENT OF in the VILLAGE HEALTHSFRVTCFS or HAMLET of SQJ1R_Q FD _ BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING (over) SCHEDULE A DESCRIPTION OF PROPERTY DECLARANT - JAMES C. BROWN 11 AND SUSAN D. BROWN H.S. REF. NO. or NAME OF SUBDIVISION: R10--13-0056 ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Cutchogue,Town of Southold, County of Suffolk and State of New York,being known and designated as Lot No. Eight(8)and the northerly seven(7)feet of Lot No. Seven(7)on the"Map of Eugene Heights, owned by Jacob F. Bowers, situate at Cutchogue,New York", filed as Map No 856 on October 29, 1928 in the Suffolk County Clerk's Office,being more particularly described as follows: BEGINNING at a point on the southeasterly line of Oak Street distant 160.55 feet as measured along the southeasterly line of Oak Street from the corner formed by the intersection of the northeasterly line of Harbor Lane and the southeasterly line of Oak Street; RUNNING THENCE South 66 degrees 50 minutes 00 seconds East on a line seven (7)feet south and parallel with the northerly line of Lot No Seven(7) on Map No. 856,230 feet, more or less, to the high water line of Eugene's Creek as shown on said Map; RUNNING THENCE along said high water line North 83 degrees 59 minutes 30 seconds East 14.36 feet to the northeasterly corner of Lot No. Seven(7)on said Map; and RUNNING THENCE still along said high water line of Eugene's Creek as shown on said Map to the northeasterly corner of Lot No. Eight(8)on said Map; and THENCE North 72 degrees 31 minutes 30 seconds West along the northerly line of Lot No. Eight(8) 255 feet,more or less, to the southeasterly line of Oak Street; RUNNING THENCE South 43 degrees 08 minutes 30 seconds West along said southeasterly line of Oak Street 30.49 feet to the point or place of BEGINNING. CKNOWLEDGMEW STATE OF NEW YORK } :ss . . COUNTY OF SUFFOLK ) On the me day of Al--, ��; 4r�,; r Sin the year 2013 before me, the undersigned, personally appeared James C. Brown, II and Susan D. Brown, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument Notary Public V r , Notary Public,ca-at, o No t;$TH005,6 a,0 QU,1llNz#Ir+.(blip C;jutlty C il&Jn csPIr� Iro,2U{a , r SANITARY SYSTEM COVENANTS DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by JAMES C. BROWN, II and SUSAN D. BROWN, this 20th day of November, 2013, both residing at 22 Sherwood Lane, Stormville, NY 12582, hereinafter collectively referred to as the DECLARANT, as the owner of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1 . DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct, approval of plans for or approval of a subdivision or development on the PREMISES. 2 . The DECLARANT, is proposing to install a driveway over the sanitary system not in conformance with the DEPARTMENT' S construction standards and DECLARANT wishes DEPARTMENT' S consent to install said system, the DECLARANT, its successors, heirs, or assigns agrees as follows: a) To construct the subsurface sewage disposal system to meet the current standard of the DEPARTMENT for systems located under driveways, which includes the installation of traffic bearing slabs on each pool and/or septic tank and cast iron covers to grade and may further require that the driveway or the sanitary system be relocated b) This covenant shall serve as notice that any repair, replacement and/or expansion of said sewage disposal system may require extensive reconstruction expense beyond that normally expected and may further require that the driveway or the sewage disposal system be relocated c) DECLARANT, its successors and/or assigns shall hold harmless, indemnify and defend the County of Suffolk, its employees, offices or agents harmless from any claim for damages or injuries that may arise out of the installation or use of the sewage disposal system 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions . 4 . All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or the County of Suffolk to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7 . These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8 . If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be .illegal, unlawful, invalid, or unconstitutional. 9. Local Law #32-1980 - The DECLARANT represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of security favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law #32-1980. JAMES (j-. BROWN n SUSAN D. BROWN C' /a d 6 _ /3 K o — .w TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ,_ VILLAGE DISTRICT SUB LOT ;0",p Q rn Q.� L' �_=1.x/1 f� q.� , f (�ry6- \ ?�� S!� F �"d+ / t i� U C, 10 q v e_ e FORMER OWNER N E ACREAGE 2� , n�GS C� �lJneJ{� S W TYPE OF BUILDING ' ( n/e z=s RES 0 SEAS VL FARM COMM I IND I CB I MISC I Est Mkt Value LAND IMP TOTAL DATE REMAgIf �5 n� ` / �6 Q ®C7 �;t1 ;J A G//sf73 SaLp ' /o,000 IS 9y2A�v0 T 7 (2 13''aWN4- tv� 4 o o / 360 l ® 7 /a 00-Z- , 5 73C/- d VI-u>Z- &PWI) DD� p 1 300 000 a_ ! z3 a f Z- - L. �l �" 93� D2 cpm �0�� 'fzl�d=- 1 6z �a 1�2Q ��GRYI�� a-PP� 13 Ye vim 7-N ��r► AGE V BIf��L/SING OC NDITION<< �GKY}CS C - �JJl1�Lt�1't Y ;�5 NEW' NORMAL BELOW ABOVE FRONTAGE ON _ER (0 r Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK OE Tillable 3 1/ Woodland o� ((7 — 3 CL S' 4"Q,to 7U &—aim Swampland p - _ ct1y1 flow- d 03 9& Brushland House Plot Total j I x Si11G1F�1 + 3 j � �G'/ .+ 4���@�j � �"'��•�•�`�`;L ; '� �_ spin � ����� �. 3• 2�x�` �^lam .:J- * ». ...._. y"•s 4RR '� / � •moi•[ :R.,,,'�5 � O �'� . - t 1... - . SSS444•••...555... T �_ � 1 s.:f.�" az.k. ��. � �■■ Tis. -4�.} `• 4.t`"�'S }i l'_Fa7 +. 5` r.F�' i.� 9I///-/ •• Foundation • ExtensionXZ31OqBasement •• Extension • Interior ExtensionPlace _a p Porch Roof Type f Porch Breezeway Patio Rooms 2nd Floor Garage Driveway Dormer 0 *pf SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 PO Box 1179 Jc Southold,NY 11971-0959 O��• �Q CoU(�,� September 28, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD James Brown II 170 Oak St Cutchogue, NY 11935 TO WHOM IT MAY CONCERN The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy Application for Certificate of Occupancy (Enclosed) Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval *,.Plumbers Solder Certificate (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance (Town Trustees#765-1892) Final Planning Board Approval (Planning#765-1938) Final Fire Inspection from Fire Marshall Final Landmark Preservation approval Final inspection by Building Dept Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39343 — New Dwelling a - HEAVY DUTY LOCKING CAST IRON COVERS I SCDHS REF, # RIO-13-0056 DWELLING HO FLR EL y3.5 U86 - O w, GRADE FIN(PUBLIC WATER) c EL N EL-13 B EL '-2 awivs c° 1 r ,SURVEY OF PROPERTY 1r-10.0- I'M +--B- TRAFFIC AT CUTCHOG U` ! E C O .� IE 112,1 ST 9EARBJG CQVERS u'Pz Abandonment of existing sanitary systeaxe'nust be in °'S �~ TOWN OF SO UTH _ - 0� Ci9mforn9s'�'1Ce wi.h d.i'partment rC�'gi8i1�3�e11t Snbrdlt$ 4' APPROVE 9 8 '� 4p � PIPE �' SUFFOLK COUNTYAY > oG� �Q�\G, compl6ted q'om1 WHIM t3 s proof: EL �. GRoUND WA TER , 9 "N >• P�OV -7 2014 { 0� MiN °� EL. 0.7" Highest Expected 1000-�T1�36-01-5 .3 tv �P CL EL 'Q rO '� SCKr •r•: 1 ��=30� BLDG DEPT l,LI V . `' T2 T' o°F �� SEPTIC SYSTEM CROSSECTION SEPT 14 2000 LU� pRon TOVt N OF SOUTHOLD NOVEMBER 3, 2000 (REVISION) fi APRIL 16, 2001 (REWSION) ygQp CLEL e ` r0 vJUNE 19, 2001 (REVISION) ■0t'1.� � � I✓,g �c/ OCTOBER 30, 2001 CER7IFICATIONS JUNE 28, 2005 DOCK & WEMANDS 11 s' � h e �'4i '` sj s"f4v�r� F31 ' �< LOT 9 �O JULY 5, 2007 (TOPO, WL FLAGS, FLOOD ZONE) FEBRUARY 6, 2013 UPDA 7E & B O H) >> ;=,' '''' - os, _ O� MAR 14, 2013( additions) O�► x s - w s>. �\ t+ O DEC. 30,2013 (B.O.HJ wr -irK �/ FEB 5, 2014 [revisions) �� BErsFgrs ''`^'Y!�'Ej ti spRd % rte/ L <COs F ,FFt-fohcFT -�H ,y., , �? ,•� i \ MARCH( 18, 2014 (revisions) y�P .T°S rr`avi;' s 4j;r - ✓`moi,S r Dir -Y o MARCH 20, 2014 fremons) � �'-I..j9 i(v 4 fray A'PRIL�� 2'14 REVISION)IglBnll o 71> 4 July 14,2014(REVISIONS) V11e I'Lines) � Be Inspected 13b o A 1 OR County Dept Of Health Services wFt44G `W s0- 40>1 Call 85'0Q 0, 48 rs lrtAdvance �rp� � T. dWe OCUOrl(s� , etic cd' �,°��.IL 5 ,�.� C,G% _ w ,<.rA �ATFR� A��toT� ®1,g8 Q �o v l LOT COVERAGE ��,� - �P" ` ���• �' ��� � yn7v HOUSE"' PORCHES= 1484 sq.ft. �,� TEST HOLE DATA e �S V 1484 16739 a 2296 RAIN RUNOFF CONTAINMENT MCDONALD 'GEOSCIENCE EDGE of HOUSE 8 PORCHES - f 4 sq.�ff: '� ' 02/06/13 SUFFOLIE Coum'rY DEP FtTMEIwI'C®F I-EEF►LT Ft�IGS Q� 4 x 1 0617 a 252 cuff. 25 ' 2/42.2 � 6VF EL 10 5' PERMIT FOR APPROVAL DP CONSTRUCTION 1-0 25 PROVIDE 2 DWS 8'0 x 3' DEEP 1, DARK ,8ROWN LOAM OL T PROP. NEIN SEPTIC SYSTEM SIAIGLC FAMILY Rgslm N, ���s ( 4 BEDROOMS-MAxJ 3 0 2DA4 1 1200 GAL PRECAST SEPTI& BROWN SILTY SAND SM t7ANK 2 - 84 x 6' DEPTH LEACHING POOLS WITH 3' �•� 3' SAND (SW) COLLAR 3' ABOVE' GROUND f DATE H.S. FIEF. (i{0 �T� WA R x a uSa.� tila0 REJOV EXISTING CESSPOOL TO SCDHS SPECS. APPROVED_ LEACWWG POOLS & SEPTIC TANK;T_O,HAVE TRAFFIC BEARZIVSRO®�� - WITH HEAVY DUTY LOCKING CAST IRON COVERS TO GRAD PALE BROWN FINE TO MEDIUM SAND P FOR MAXIMUM OF'� �i ' EXPIRES THREE YEARS FROM DATE OFAPPRO16AL e=WETLAND FLAG ®=MONUMENT � e tea=� , 9 Sq.ft. EL 07' ` 98' Area to K- W . as per Filed Ma.p=11_,,529 Sq.ft. LOT NUMBERS REFER TO MAP OFAre EPT. 14, 2000=8,102 Sq.ft. � EUGENE HEIGHTS' FILED IN THE WA77=R IN VALE BROWN FINE TO MEDIUM SAND SP SUFFOLK COUNTY CLERK'S OFFICE ' ; ON OCT, 29, 1928 AS FILE NO, 856, 17 + NO 7E WATER E616OUNTERED 9 8' B,-'L OW SURFACE Y & .,?�'k;a'�, w N.Y.S, LIC. NO, 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION S EYORS PCOF SECTION 7209 OF THE NEV YORK STATE EDUCATION LAW. ' EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CERTIFICATIONS ELEVATIONS REFERENCED TO NA VD. 1988 ''� 1) 765"- 5020 FAXI(631) 765-1797 HEREON ARE VALID FOR THIS MAP,AND COPIES THEREOF ONLY IF ` ' -P 0. BOX 909 SAID MAP OR WHOSE SIGNATURE APPEARSPIES BEAR "HEREON IMPRESSED SEAL OF THE SURVEYOR FLOOD SEPTEMBER 25NE R 2009/RM MAP NUMBER 3610300163 H � S230 TRAV EL,Y 11971To o — 226 �`� SCDHt; HOUSE lt�,AVY W—je LOCKM CAST MAO COVERS DWELLING Fffif.-FLR EL IZ-S le,ITO CNR=c N (PUBLIC WATER) j G- MApm 6t. EL 138 EL 1Z -AAWI 00 jj.jj SUR VEE nF PROPERTY --------------- IE 11.2CC 61 TRAFFiC -ARWG MSA T CUTCHOG UE ii sy"zo-71 m13�71 ikw int Lc' Sr aF 10.5 i 40 APPRO 9.8 L P 'a TOWN OF SOUTHOLD N 5�i it, PIPE SUFFOLK COUNTY N. Y. <�p I.;fWUND WATZA -� + 1ql EL, 0.7" Highest Expected 1000-136-01-53.3 =� ► 10 44 S CALE- 1 =30 4,� SEPTIC SYSTEM CROSSECTION cp-�- SEPT '14, 2000 MOVE SE J, 2000 (RST-qGV) APRIL 16, 2001 (REVIV 6D 11L JUNE 19, 2001 (RE W -4� 0=6ER 30, 2001 (CERTIFICA ' 11 AINE 28, 2005 (OOCK & VVLANDS) R #JLY 5, 2007 (WPO, Ht FLAG, FLOW ZONE) Mj 0. "ri FFDRUARY 6. 20IJ (UPDAZE & 0.0,H) —7 — %j A, )VAR 14 20131 additions) Dec. 30'eali (B.O.W FEB. -5 2014 04W OAX) MAFW 18 j 20111 (ta*t0q0 L UMCH ZA R014 &Ofiailg), .4 0, MARCH rayltipjv� 2014 t >< July 14.2014(RRVISION ) vlfa U-Af;-P(,q) L'Ou—$1 Ban-_lri- A WON camiy DePL Of 4011 . � I 0 CIS I I a, 5 f a n c 4, SIOkj SEDIMENT CONTROLS �0 A dull- "!Z041A not be limited to V,* hall in but 0 *,o A,--� 1� .11,01 SConstruction Entrance, Net, Wire Backed Si Fencing,stabilization & . X ve soils 2L and/or inactive Seeding of expose �4 L 0 T CO VERAGE C.'r -A! HOU,5,it PORCWS - 1484 q�n. 0wrl'OL, 0 1484 8?3�) 7FS r HOLE DATA 4 - :e I U-)&?-IL,-- INSPECTION ARE REQUIRE cL ExcAYA�T EjXX CF DRAINAGE AkDONALD GwsaENCE HOW"Z' A PWTCHES - (484 S1.11. 0210611J courlwiDnv Contact TOS Engineering t 765-15604 144*4 Av I X QJ7 - 252 cmit. s r. ation RAIN RUNOFF CONrAIWENT ;�re 1--,Backf ill OR Provide Engi eer's Provide En F2R5111,12-Z,- SVP 10.51 OV 'QNS�-,Or 0�-''�Ox WE 2 ow'; 610 X 34 nErp PppjEjiT 96-n APPPlaVAL OF C en instand to Code PROP. NEW SEP771C SYSTEM DAWK 6ROM LOAW Ot SUPULE: t a rainage has ( 14 BEy1',1?00AfS-&1AY-) I�M 3 0 2014 I I.20OGAL VROWN SILTY SAND SP 2 6" D��Tlj LUW.,-J POCLS WITHz,-0 -S SAIKV tS',-7) =YLLAR DATE— ro sams, ,:pkc�5, 1 10,40 E D -kCA CFCV6 P00.4.-S & SEPTIC TANK. TO 1 84 VE rRAFFIC 5EA RN6, !r131 BEDROOMS WITH REAVY DULY LOCKV5 CAST MON COVERS To CRAD& PALE B 7-0 WED/UM SAND Isp FOR MAXIMUM 0'- -19� F-XPIRES THREE VEPRZ�7,40? ���FA��PR?!J�, A=WETLAND FLAG —�—S–Uflldrlt�ie Area= b, x.59 Sq.ft. 91=MONUMENT EL 07' 9s' Area to--MHWM. as per Filed MOP=11,529 Sq.ft. LOT NUMBERS REFER To -MAP OF ¢ I Are ,-t,MH WM,:"1SEPT. 14, 2000=8,102 Sq.ft. EUGENE HEIGHTS' FILED IN THE WATER IN'PALE BROWN FINE TO MEDIUM SAND SP SUFFOLK COUNTY CLERK'S OFFICE I �, -I,. 'IN, ON OCT. 29,, 1928 AS FILE NO, 856, 17' AppROVAL OF STORMW TER' NAGEMEN.T.% 'OUN TERED 9 8' -8,-L 0 W SURFACE 9 L-T[--. NR 49618' NOTE. WATER ENG CONTROLP �--n6d a ei 236 , N.) ANY ALTERATION DR ADDITION TO THIS SURVEY IS A VIOLATION , - V Y 0 R S� P.C. OF SECTION 7209 OF THE WV YORK STATE: EDUCATION LAW, Date: I %0(6, 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CERTIFICATIONS ELEVA TIONS REFERENCED To N A VD 1,5,a8 Approved > 765'- 50P-0 FA, rpf � EOR ArE VIV-M FM THIS AND 1-CFIES -P EREL-F ONLY IF 0 Box sb9 SAID 'VIP OR CCPIES BEAR thE IMPRESSED SEAL OF'17E SURVEYOR FLOOD ZONE FROM FIRM MAP NUMBER 56103CO16J H ?22J-10 TRAVELER STREET SOOTNOLD, NY, 11971 SEPTEA43ER 25, 2009 00 - 2 IG DWELLING (PUBLICWATER) SURVEY OF PROPERTY 1 AT C'UTCHOG UES TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y Q 0Q. , _ 1000-136-01-53.3 CL-ELSCALE. 1 "=30' 121 ; SEPT 14, 2000 fir 06-V ' NOVEMBER 3, 2004 (REVISION) �� 8 F APRIL 16, 2001 (REVISION) <PUBLI <<I}yc JUNE 19, 2001 (REVISION) C k�ATF �/ ( OCTOBER 30, 2001 (CERTIFICATIONS) cLEL s,�`. s ,�• C �''� JUNE 28, 2005 (DOCK &,WETLANDS) r 116' T �,` . m LOT 9 /� JULY 5, 2007 (TOPO, WL FLAGS, FLOOD ZONE) FEBRUARY 6, 2013 (UPDATE & B O H) 60 MAR. 14t 2013( adidi loos) ��: 0� `ti s9APc 31, 2614 (foundation location) SP kq Jan. 5, 2015 ,addrfigns) O• Q- TEs s2. 0 3- ?e � v Cp P /E y - ` OS, \•`� 13? e Z T• n �SFA�e � R (0110 •,� -)L JAN - 5 2015 &4 A�O� \� c�' `��. Y_ ��oy_v_®'l \ /�1� t BLDG DEPT TGV+111 OF SDUTHGLD LOT COVERAGE - �� � ® m HOUSE,B PORCHES = 1484 sq.ft. ® \S 1464 16739 - 22% '� TEST HOLE DATA A EDGE Of \ RAIN RUNOFF CONTAINMENT MCDONALD GEOSCIENCE VyETLAND HOUSE $ PORCHES = 1 84's9JI 02/.06/13 e I4�4 x ( *'0.1T 252 cu.it. EL 10 5' 252/42.2 - 6VF PROVIDE 2 DWs 8'0 x 3' DEEP 1, DARK BROWN LOAM OL ° BROWN SILTY SAND SM 9 - PALE BROWN FINE TO MEDIUM SAND SP ®=WETLAND FLAG Buildable Area 6,739 Sq. M=MONUMENT II ,, LOT NUMBERS REFER TO 'MAP OF _ EL 07' s8' Area to MHWM. as per Fi g �PSq.ft. ¢ 1 Area to MHWM. SEPT. 1 ®-. 'IS \ft. EUGENE HEIGHTS' FILED IN THE w WATER /N PALE BROWN FINE TO MEDIUM SAND SP g q' SUFFOLK COUNTY CLERK'S OFFICE 4,y r ON OCT, 29, 1928 AS FILE NO, 856, 1�� ' r 1 1`� LI , NO, 49618 � NOTE WATER ENCOUNTERED 9 8 BELOW SURFACE �"' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 1PECONrC YOfS` C, ' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, '� Z6, � = ;. EXCEPT AS PER SECTION 7209-SUBDIVISION 2, ALL CERTIFICATIONS ELEV4 TIONS REFERENCED TO N A V D 1988 1 90' ) 7,65-1797 HEREON ARE VALID FOR THIS MAP,AND COPIES THEREOF ONLY IF ( BOX �` P 0 SAID MAP OR COPIES-BEAR THE IMPRESSED SEAL OF THE SURVEYOR FLOOD ZONE FROM FIRM MAP NUMBER 36103C0163 H 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON, SEPTEMBER 25, 2009 SOUTHOL D, NY, 11971 00 - 22 ttt I' I f I T R10-13-0056 SURVEY OF PROPERTY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE CUTCHOCUE �0SN OFSOUTHOL D ® SINEFIRDENCKS F®RAS AMYEQ SU OLK COUNTY, N. Y. 0�,��� Date �`,CV 0192&. H S.Ref.N®.�o0— ►3 a e�va C� _ 000436-01-53.3 The sewage disp�and water,supply facilities at fis i=been bm@ SCALE: 1 =30 e P�` Inspectte�dd and/®P ccutfiied bypthis pD pryry�anment or other�a®®ge-ncpiie�s�a and tend to SEPT. 14, 2000 YAGGARINO e G� me satlsfaciaPy FOR A B�tldd96\BAUd�elM OF 'Y EQ 6NP��/WJMS. 2000 e-,s gJOJ �_ ° Ac°eN 4OT 8 { NO PRBER63,200 (�E47S101 N)) Mo Q " v � n8 JUNE 19, 2001 REV1SlON) - �¢ ► \ wq e (o Waltar J Hill b e K.—P s OCTOBER 30, 2001 (CERTIFICA AONS) Gl o�� ®� �►� Rp,VE� -'�— \" V4 16 O ice of Waste.,ater Marx e�e�at � JUNE 28, 2005 (DOCK & 6VETLANDS) I`�x '21 `� �2a3 �j _ JULY 5, 2007 (TOPO, ) i�VL FLAGS FLOOD ZONE 4BT g FEBUARY 6, 2013 (UPDATE & B.0 H) MARCH 14, 2013 (ADDITIONS) -Al\ <c, DEC. 30, 2013 (B.O H) ° Swq •\� C r`��`` P 10 01 � h �0, OC, \ \ \CAIN CNK p� FEB 5, 2014 (REVISIONS) RCN 's ,8� e¢4 N � 9 \ �NCe ti MARCH 16, 2014 (REV1SlONS) ,s9 ,yo3, O MARCH 20, 2014 (REVISIONS) \, AP Sn. ci MARCH 21, 2014 (REVISIONS) h 6 R \�5 y�®h _\SS '`��:Q ASF Deo �\.199 * 3 APRIL 17, 2014 ( EVISIONS) _ , I , APRIL 17, 2014 (REVISIONS) G 6G 4t. ` �ei\q t'q� 45 �0e/ \ •(:, ro 4' 1041V �� JULY 14 2014 (REWSIONS) o ��o SEP7EIV1BEl? 2.3, 2015 (FINAL) comer OE�s3\�, A ` flb 45- g WE ItN9s �S \ ,�� 11 \ /=STAKE0�0 MI VM AS PER \ \ ■=MONUMENT =I�ETLAND FLAG �� m=TEST HOLE L� U w TEST HOLE DATA McDONALD GEOSCIENCE SEP77C SYS7EM ELEVEVATIONS ARE REFERENCED TO NA VD 02/06/13 R10-1.3-0056 LEACHING POOLS & SEPTIC TANK HAVE TRAFFIC BEARING EL 90 5' DARK BROWN LOAM OL A B O F N E f WITH HEAVY DUTY LOCKING CAST IRON COVERS AT GRADE 1' c ST 26 5 3o BROW SILTY SAND SM LOT NUMBERS REFER TO 'MAP OF ED LPI 16 27 `� 1 e EUGENE HEIGHTS FILED IN THE 31 F l t; �f-� ��, SUFFOLK COUNTY CLERK'S OFFICE4r � zid ON OCT. 21, 1928 AS FILE NO, 056, LP2 35 446 PALE BROW RNE TO MEDIUM SAND SP FLOOD ZONE FROM FIRM MAP NUMBER .3610.30016.3.3610.30016.3H - fes, / X15 MAY 4, 19984 N EL 07' se' .Y. . IC. O, 91� Tj RVICEc ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION WA 7ER IN PALE BROWN RNE SAND SP PECOAIE SURVEYORS, P.C. ITER Gy OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAV. (631) 765 - 5020 FAX.(631) 765-1797 EXCEPT AS PER SLCTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P. 0. BOX 909 HEREON ARE VALID FOR THIS NAP AND COPIES THEREOF ONLY IF 17' AREA-5;102 S0. FT. 1230 TRAVELER STREET SAID SNAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NO 7E WA7ER ENCOUN7FRED 9 8' BELOW SURFACE TOM UNE SOUTHOLD, N.Y. 11971 — WHOSE SIGNATURE APPEARS HEREON REVISIONS: SCHDS REVISED 08/06/2013 57'-7" E 81-0" 10'—101/2" 59-4" 4'-31/2" 12'-9" 16' 4" {3) 5-1/2 ML EXTENDED 10 8'-0" 3'-4" 7'-612 4'-31/2" 3'-111/4" 8'-93/4 8'-21/2" 8'-11/2" 10'-7" X PAST BASEMENT (3) 5-1/2 ML (1) 2x CAN ILEVER WINDOW FRAME 3" PLATE ----------------AAN28110 --__--- ----- (2) 11-7/8 ML EXTENDED (2) 2x = _ _ _ ; - 2X10 ACQ BUCK--------------__�_-_• -------- ---- ------------------- (2) (2) 11-7/8 ML C -- a v• 0 4- v• o 0 0 PAST BASEMENT 11-7/8 WOOD-1 AAN28110 •. d D • d • v •� d Da. d . • o - .i, • d , a . • d D • d • a , , „ 81LCOC-DbOR ._ "-._._-._-2Xi0-AC�BUCK_______ ______ ,, "_ _------•----- •--- -- _ _ Q , WINDOW FRAME 3" " _ -.--- LO ERWAI EIGHT_AT..CANTILEV 10 3/8 J FLUSH w/ FJ 4d -� ER) (1) ZX D a . n i_ O i r 4• - �. ' • 8" ALL •0 , 4 16"X8"FTG.— ;et TG. PLATE � 4 .-----___ o ,d• �- ; � -------------------------------------� g ' o I I , ► ; IQ . 2)#5 EBAR j `a 9 3/4" N ---- - -� m o • c— Cy . a a . I ' 4 D o - - 3 ` 4 -- ,• d o o I I � CONCRETE In 8"WALL ° ° Cn I • t� c 16"X8"FTG. v i i a , .' J Ud " � i PORCH WINDOW , , • ' 4X4X1/4TUBESTEEL r` , ' 4• ! I WINDOW (2)#5 REBAR I �, 4LUMN w/BE 6 PLA u c - ' . t 1 • 1 , ' , I • CS SLOP � COLUMN w/6X6 PLATE COLUMN w/6X6 PLATE ' ' ' ' ' , t t • I 56"X56"X12"CONC.FTG. e t , % , . , , p , I SINK ^ 42"X42"X12"CONC.FTG. �{ , I I BOX IN WINDOW AAN28110 REINFORCED w/NS REBAR REINFORCED w/#5 REBAR I i Q V I , 4 ■ II"OC MIN.4 e.w. ,-rail"4S.(M1L�.S�.v+d__, I w/2Xl0ACQ o 2Xro-A eu?rx---- ------- M ----- --- - ---- , 0 8 -63/4- 9 -71/z 5 -'51/2 -�+-- 8 -103/4 0 ,�• M 1 , I 1 1 (3)1-3/4X14 ML GIRDER ; (3)1-3/4X14 ML IRDER 1 (3)1-3/4X14 ML GIRDER FOUNDATION OPENING DETAIL - M _ _ ' - 441 _ :_ " _ - � I� n 7 -33/4 - 4 " 8 -01/4 1 (3)1-3/4X14 ML GIRDER , 1 , 4X4X1l4TUBESTEEL 1 r' , , I 1 , I 1 1 1 I 1 1 i , I 1 , 1 ALT.GIRDER: ■ 4AZA TUBE STEEL , COLUMN w!6X6 PIATE W6X25 w/2X6 PLATE - - ' ' N 1 1 1 1 1 1 1 , I 1 I 1 1 1 2X42"X12"CONC.FT ` , ln COLUMN w/6X6 PLATE •_____I 1_ _ 1 1 , 1 1 , 1 1 pTX4 RLEDyvL k512f AR I ■ 10" ALL ' F� ®11"OC(MIN.4 em.) p O , , t 24"X24"X12"CONC.FTG. , 1 1 1 , , 1 , , 1 1 1 , , 1 REINFORCED w/p5 REBAR ■1 ' 1 '"''' ■ �F I m @tl"OC(MIN.3 em.) 1 , 1 , ' 1 ' ' 1 � , � CONCRETE SHELF 18"X 'FTG. S , 1 1 1 1 1 00 (TYPICAL) (2)#5 REBAR W In irj 1. 4 8"THICK l (2)1-3/4X11-7/8 ML FLUSH BEAM , e 0. ( .0 I I • - e�, p O F2nTHl£K— ' � � � . � � ' ' + _ I 4 • VQ •� . Q . , •Q O o . - N v o v • v 4 .1 -N N w■ ■W 0' ---6 V� 131 U CE Z m m --- '-` u O A 1 rn 0 W =I I= " 4 -1 - ----- "—�Y ,,,,JJ va + try ,-0, W CONCRETE SHELF--ON- -n----' • ' (TYPICAL) ° J I x UNFINISHED BASEMENT �� �L d. @J '� CONCRETE 1� , I C) �� i STEPS(16"d) f 00 co Do o CONgRET� :CONCRETE: ? I �' " Q, I ----- STEPS(16"d) ; >t x' u :N I PORCH ----- r ! 1 I I I ^ 1 r 1 17, IvPORCH STORAGEPORCH HOUSE v 4 v 4 , 4„ 21'-23/4" '-4 _8'.'WALt4 :-- -----------.----: ------------------ --------------- ---_ -_ -_ 16"XS"FTG. , - � -_------- ----_------ 16"X8 ____-' B LU ESTON E I (2)#5 REBAR '. . + a P� •• `. �, - •a • ° B LU ESTON E EL. 13.5 ■ 1 - AAN28110 _. AAN28110__----- --------------,--___----- -,____--_-------- AAN28110 11 2X10 ACQ BUCK 2X10 ACQ BUCK 1' -------, X10 ACQ BUCK ----- 6" EL. 12.8' Cf a•' EL. 12.6' 411 � _____.___ ___._____ t„ EL. 12.6 411 I 6'-4" 17'-21/2" 17'-21/2" VERIMANUFY ACTURLACE IZE '—,01/" 5'-10" 1 It STORAGE SLAB PRIOR TO O w 4 1 w I19 40'-9" 5'-6" 7'-101/2" Ern 114,+ 11211 5'-6" 54'-11/2" C EU-+ " I � U LINE O F TYPICAL LINE O F TYPICAL 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.SEE SECTION FOR 5).PROVIDE 2X4,2X6 ACQ SILL PLATES(SEE DETAIL)UNLESS OTHERWISE NOTED. CONSTRUCTION DETAIL AT IST.FLOOR.ALL ADJACENT WALLS WITH GARAGE WALL (NOT ADJAVENT TO BASEMENT)AND CANTILEVER PORTION STORAGE OUTSIDE CONCRETE PORCHES TO HAVE A 4"CONCRETE SHELF(14"WALL THICKNESS). TO HAVE 2X6 SILL PLATE(SEE SECTIONS).SILL PLATES TO BE INSTALLED OVER HOUSE OUTSIDE EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. WALL EDGE (NOT FOUNDATION PLAN RESIDENTIAL CODE WITH A BITUMINOUS COATING.STUCCO OVER EXPOSED WALL EDGE (NOT FOUNDATION ABOVE GRADE. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'•0"O.C.AND W/I 1'-0"OF CORNERS, INCLUDING SHELF) INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A INCLUDING SHELF) i i 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO SCALE. 1/411 = 1' FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND A PVC WATERSTOP. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). N 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE E PROJECT NORTH 3).VERIFY WITH OWNER S,BASEMENT SLAB IS TO HAVE FLOOR DRAINS,SUMP BLOCKING AT 8'0"O.C.AND MIDSPAN. PUMPS,DEHUMIDIFIERS,etc o 8).INSTALL SMOKE AND CO DETECTOR PER CODE. 4).FOUNDATION SLAB TO BE 4'THICK,3000psi CONCRETE ON COMPACTED FILL. N S INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 9).CONCRETE PORCH SLAB TO BE REINFORCED w/6X6 10/10 WMM OVER c*a WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE #4 EPDXY COATED REBAR 24'OC EACH WAY.SLAB TO BE MIN.4 THICK. X �^ �J REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE SLAB TO BE POURED OVER 6"GRAVEL ON COMPACTED CLEAN FILL, cri � O •- AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL COMPACTED TO 95%RELATIVE DENSITY ASTM D-689,COMPACTION cr, � -'-' T ! j JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE TEST AS NECESSARY.HAUNCH SLAB OVER CONCRETE SHELF ON ADJACENT '- o W THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL WALLS WITH HOUSE AND HAUNCH ALONG OUTSIDE PORCH WALLS.TOP SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO OF BLUESTONE(OVER SLAB)TO MATCH FINISHED FLOOR. MORE THAN 16 FEET. � LO 4(-' `fel 10).EXTERIOR-2"SPRAY FOAM R13. u z 40 +- EXT. Ln U y_ r-I y WALL `11 EXTERIOR WINDOW AND DOOR SCHEDULE " W CJ FINISHED FLOOR � EL. 13.5 EDGE OF WALL TO ROOM: LOCATION: CAT.No.: DESCRIPTION: EA.UNIT DIM.: R/O: GRILLE: COMMENTS: ROOM: LOCATION: CAT.No.: DESCRIPTION: EA.UNIT DIM.: R/O: GRILLE: COMMENTS: TOP OF FOUNDATION (2) HALF BATH MASTER BATH WEST AAN4018 VENTING AWNING WINDOW 3'-11'/4"Xt'-7'/a" 4'-0"X1'-8" 4W1H TEMPERED BEDROOM No.2 NORTH ACW2844 VENTING CASEMENT WINDOW 2'-71/VX4'-3'/4" 2'-8"X4'-4" 3WIH SHORT FRACTIONAL GRILLE EL. 13.3 � MATCH STORAGE �, q TJI FJ MATCH S FOUNDATION BATH No.2 WEST AAN28110 VENTING AWNING WINDOW 2'-71/a"Xl'-9'/4" 2'-8"Xl'-10" 3WIH TEMPERED LOFT WEST ACW2844-2 VENTING CASEMENT WINDOW 2'-71/4"X4'-31/4" 5'-4"X4'-4" 3WIH SHORT FRACTIONAL GRILLE l +� TEMPERED EL. 12.5 INSIDE WALL C' EL. 1 3.5 BASEMENT SOUTH,NORTH AAN28110 VENTING AWNING WINDOW 2'-71/4"XI'-91/4" 2'-8"Xl'-10" BASEMENT,2X10 ACQ BUCK KITCHEN NORTH ADH2O34 DOUBLE HUNG WINDOW 1'-111/a"X3'-31/a" 2'-0"X3'4" 2W2H O (GRADE) -__�____.. - --- . TOP OF FOUNDATION 1 11 ADH2450 DOUBLE HUNG WINDOW 2'-31/4"X4'-111/a" 2W1H MULLED WINDOWS GA ( EL. 12.8' /2 ATTIC STORAGE WEST AAN2020 VENTING AWNING WINDOW 1'-11'/VXi'-11'/a" 2'-0"X2'-0" 2W2H LIVING ROOM EAST APW4050 PICTURE WINDOW 3'-111/a"X4'-111/4" 8'-8"X5'-0" 5W1H PICT.WDW.:SHORT FRACT. (�'C EL. 12.3 ADH2450 DOUBLE HUNG 2'-31/4"X4'-111/4" 2W1H 4'-0"RAD.(SEE ELEV.) Y/ REBAR I MASTER BATH NORTH AAN2020-3 VENTING AWNING WINDOW 1'-11'/4"XI'-111/4" 6'-6"X2'-0" 2W2H 3"MULLS DINING SOUTH ACW2850-2 VENTING CASEMENT WINDOW 2'-71/4"X4'-111/4" 5'-4"X5'-0" 3WIH SHORT FRACTIONAL GRILLE ["N•I STORAGE SLAB I 411 — x MASTER BEDROOM NORTH AAN2820-4 VENTING AWNING WINDOW 2'-7'/a"Xl'-111/4" I1'-5"X2'-0" 2W2H 3"MULLS LOFT SOUTH ACW2850 VENTING CASEMENT WINDOW 2-7'/a X4'-111/4" 2'-8"X5'-0" 3WIH SHORT FRACTIONAL GRILLE �+ LIVING ROOM SOUTH BEDROOM No.2 EAST I BATH No.2 NORTH AAN2828 VENTING AWNING WINDOW 2'-7'/a"X2'•7'/a" 2'-8"X2'-8" 2W2H BEDROOM No.3 EAST ACW2850 GLIDING FRENCH DOOR 5'-111/4'X6'-10'/8" 6'-D"X6'-11" 3WIH SHORT FRACTIONAL GRILLE () 10" WALL R2��211 POWER OPERATED TOW T AFF ENTRY WEST THERMATRU T-2 3/8"X DOORS TO HAVE OAK SILL Imo" KITCHEN(2ND.FL.) NORTH AAN3030-3 VENTING AWNING WINDOW 2'-111/4"X2'-111/4" 9'-6"X3'-0" 2W2H 3"MULLS LIVING ROOM EAST 52200 3/0X6/8 ENTRY DOOR 3'-0"X6'-8" 2W3H C� rA 6'-10 1/2" INSTALL w/CARSON No.956MV TOP OF SLAB LINE OF TYPICAL ' ' THERMATRU 6'-35/16"X HALF BATH NORTH ACW2034 VENTING CASEMENT WINDOW 1'-11/a''X3'-3/a" 2'•0"X3'4" 3WIH SHORT FRACTIONAL GRILLE MASTER BEDROOM EAST 52010 6/0X6/8 FRENCH DOOR 6'0"X6'•8" 6'10 1/2„ 2W5H DOOR TO HAVE OAK SILL E\1 HOUSE OUTSIDE v KITCHEN SOUTH ACW2840-2 VENTING CASEMENT WINDOW 2'-7'/a"X3'-11'/a" 5'-4"X4'-0" 3WIH SHORT FRACTIONAL GRILLE ----- - 1 WALL EDGE (NOT PVC --__ A 4 a BOTTO OF SLAB INCLUDING SHELF) PROVIDE OWNER COST ALTERNATIVE BID WITH IMPACT GASS „M; = ;"'" �; •; A - , o .. WATERSTOP _= EL. 4.3 GENERAL CONTRACTOR TO VERIFY ALL ROUGH OPENINGS, UNITS, GRILLE PATTERNS, etc. PRIOR TO CONSTRUCTION. A-SERIES UNITS, LOW-E 4, SMARTSUN GLASS, 1-1/8" WIDE , ", rtit, 80 • v,. . _ ` GRILLES SDL WITH SPACER BAR CLEARVISION SCREEN BLACK HARDWARE FINISH CASEMENTS: TRADITIONAL FOLDING, D � ''+.t . 'q DRAWN: MH/MS (� ( ), ( DOUBLE HUNGS: LOCK & KEEPER WITH FINGER LIFT). ,•*, c+ REBAR �"' �*' {<I '. SCALE: 1/4"=1'-0" °w JOB#: ,I BOTTOM OF FTG. r JULY 3,2013 �. '"� SHEET NUMBER: EL. 3.3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: SCHDS REVISED 08/06/2013 EDGE OF 150 RAD WETLANDS NO WELLS MHWM MHWM AS PER >, FILE MAP i FLOOD ZONE DWELLING LINE / PUBLIC WATER A w AL AL A AL EL.9.7' •• "` 'DOc o ,3��,, E 221 -19 11 .31 Oo° o S ?2 31 ZONE X AE z EXISTING — , DW (EL. 7y _ •• AL � Q a HOUSE I Q- � w H TEST HOLE I FI I • �� � , EL.10.5' I I r — �� �U�(� / AL AL AL � -00 O — —'T-- I - — — I I ' �� AL AL A O 1 I AL r I PROPOSED I E�IST I EXISTING 'X 6f�f� E-- P .—. i COVERED SUN��O�� DECK I �• F+y PORCH IRo RE'MovE) I R ovE) NON TURF M _. j 1 1 I i 00 BUFFER [._•---�—• PROPOSED NEW I I ' I 1 44j ` Q ' . j i AL �ORA12 8'GE 1 2 STY. FRAMED HOUSE ► I i / \ I I 88/• h 6X 6'VE IC ,8r I ' FIN.FL.13.5' F — I _ — i I -2 AL A BENCH I / I r I I I I / / • ,+' / O PROPOSED —COVERED k- I •, AL A 0 EP / ST AL AL .. — - - - - - - - -•—•—•— - - - -t----, 78.81 VWIVI CHIMNEYAL 1 0' W — — —W— — —W — — —W— .8.3' LAL EUGENE'S P1 Ui IBIT.1 77 ALL h0 LIN ... ESTE .:;. W 1CREEK TESTI=.G �rG�� �' � &VVATE= I �G o MHWM AS PER WATER LINE TO BE INSIDE LARGER DIAMETER FILE MAP , ,, O DWELLING r'' 1=' PIPE WITHIN 10 FEET OF SEPTIC SYSTEM AS PER FLOOD ZONE / MH M x';11 (;i?,vTEf� ; _;—, Oo H SCHDS NEW WATER LINE TO BE RUN: V DIA. LINE �,/ iCf�;E OF C7G�:. ��.-%,.'':=:%"Y' 0 � v WELL HAS BEEN ABONDONED WATER LINE TO BE INSERTED IN TO 2" DIA. SITE PLAN , '�• 100psi CONTINUOUS PIPE WITH NO RESIDENCE CONNECTED TO _.)ER UScD fr'� PVC, p ,PLY SYSTEM PUBLIC WATER BREAK-OFF CONNECTIONS! SANITARY LINE / i i 1 SCALE: 1�� = 10'—O, i_::,1-SEED 2/�0 elf= I°r d_.'�'1�':%�. MUST BE DR-18 AND MUST BE 10 IN EITHER DIRECTION OF CROSSING. EDGE OF WETLANDS o N N 010 Q x 0 >~ SCTM No. 1a A1?,0VE-D A,3 ��!0 m ED00 DATE B.P. #=3�3 :� 41 p'� LOCATION . • AREA: LOT COVERAGE: ° a I� �. �� � `� " M P951'IFY BUILDING DEP,^,RT41ENT A .. N � I v AREA TO MHWM AS PER FILED MAP: 11,529 SQ. FT. 0.26 ACRES t '`�O02IN INSPECTIONS.- 1. NS EC I P'''1 FOR TH � w � _�' � � INSPE�TIOIvs: i~ 1. FOUNDATION -TWO REQUIRED EL. 10.5' f Of POURED CONCI'E T E — — — — AREA TO MHWM, SEPT. 14, 2000 8,102 SQ. FT. 0.19 ACRES 2. ROUGH-FRA,',IP PI_U�vSING, _ _ — — DARK BROWN LOAM OL STRAPPING ELECTRICAL &CAULKiN 1BUILDABLE AREA: 3. INSULATION w BROWN SILTY SAND SM 6,739 SQ. FT. 0.15 ACRES 4. FINAL-CONSTRUCTION &ELECTRICA_ F" _ — — MUST BE COMPLETE FOR C.O.L MEET THE V 31 ALL BUILDABLE: REOUOIREMENTSI OF THEON !OF NEW O0 ORK STAT ` E. NOT RESPONSI:,L E FOR PESiIGN OR CONSTRUCT1,0N L,?RORS, PALE BROWN FINE MEETS AND BOUNDS BY: N TO MED. SAND SP PRCONIC SURVEYORS, JOHN T. METZGER PROPOSED HOUSE (TOTAL): 1284.4 SQ. FT. 19.1% �..� LIC. No. 49618, DATED: JULY 5,2007 PROPOSED ENTRY PORCH: 30.0 SQ. FT. 0.4% 00 NOT PROCEED WITH Ei�A�," C LI INNT. SU.9VEY - . — — — — OF FOUND,t'71O�. LOCATION SEcUn 9.8' PROPOSED COVERED PORCH: 169.7 SQ. FT. 2.5% H�; EN=IAF i0VED x TOTAL 1484.1 SQ. FT. 22.0% I `':� � " .�`r°° C'•�",�"�,�' API Prnt)IIT: ) C©rit'.Cy- I •'. (Ji 'li; `t"ii;rM �� F4i<,1^�`}�~.ul Inc f('r# WATER IN PALE BROWN 6ackfi;:, ;,, 1,'ui' 4 Engineer's Certification r� FINE TO MED. SAND SP that the drainage has been installed to Cod ! y �C' '+- - — — — 1 WATER ENCOUNTERED 9.8' -; . ,� �.�� N DRAWN: MH MS 17 i.,}, "tlL•4" Mt SCALE: 1/4"=1'-0" BELOW SURFACE (EL. 0.7) 'aS JOB#: , u ,• JULY 3,2013 ++' SHEET NUMBER: TEST HOLE DATA McDONALD GEOSCIENCE 02/06/2013 S. 1 4µ _.•ei^'LixP''W4rxa• .1ar. WS"'o. �kn.M...✓rea.✓-+..0.u...t _.:,m.e v.r:ate,.+e....'riw� - REVISIONS: SCHDS REVISED 08/06/2013 ROOF: ROOFING: TIMBERLINE ULTA HD SHINGLES(PEWETER GRAY) http://wvw.gaf.com/ ROOF GIRDER WRAP/TRIM: IX VERSATEX(VIF) http://versatex.com/ 1-800-ROOF-411 724-857-1111 FASCIA: 1X8 VERSATEX http://versatex.com/ 1ST.FLOOR PORCH CEILING: 1X6 E&CB T&G V1 BEAD BOARD VERSATEX http://versatex.conV 724-857-1111 w/PERIMETER PVC TRIM 724-857-1111 RAKE: 1X8 VERSATEX http://versatex.com/ 2ND.FLOOR PORCH CEILING: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX http://versatex.com/ 724-857-1111 724-857-1111 00 SOFFIT: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX http://versatex.com/ COLUMN/POST WRAP: 1X8 VERSATEX http://versatex.com/ 724-857-1111 724-857-1111 GUTTER: WHITE ALUMINUM w/LEADERS(SEAMLESS) COLUM/POST PLINTH: 1X12 VERSATEX(FIELD ROUTER:3/4"RADIUS) http://versatex.com/ INSTALL WITH RHINO GUTTER GAURD SYSTEM 724-857-1111 WALL: SIDING: HARDI CLAPBOARD(COLOR TBD),HARDI SHINGLES http://www.jameshardie.com/ PERGOLA JOISTS: 8/4X8 PERGOLA BEAM VERSATEX http://versatex.com/ 1-888-542-7343 w/2X2 PVC SLATS 724-857-1111 CORNER BOARDS: 5/4X6 VERSATEX http://versatex.com/ DECKING: 5/4X6 AZEK EARTHWOOD EVOLUTIONS 724-857-1111 MAIN ROOF FREEZE BOARD: 5/4X8 VERSATEX http724-857-1111 PORCH FLOOR: BLUESTONE 724-857-1111 SMALL ROUF FREEZE BOARD: 5/4X6 VERSATEX http://versatex.com/ RAILING AZEK PREMIER RAIL(w/AZEK ADA HANDRAIL AT STAIRS) http://www.azek.com/ — - 724-857-1111 1-877-275-2935 _.sJFLFL�41 http://www.andersenwindows.com/ http://www.boralamerica.com/cultured-stone EXTERIOR CASING: ANDERSEN 2"CORNICE w/3-1/2"FLAT TRIM,SILL NOSE 1-888-888-7020 MISC.: CHIMNEY: BORAL STONE RIVER ROCK CULTURED STONE 800-255-1727 PORCH: COLUMN BRACKETS TURNKEY BRKT-006 PVC BRACKET 16"X16" http://www.turnkeymillwork.com/index.php CHIMNEY CAP: HY-C STAINLESS STEEL CHIMNEY CAP) 1-888-782-3908 - o .' ' - COLUMN WRAP: 6X6 VERSAWRAP http://versatex.com/724-857-1111 EXPOSED FOUNDATION: STUCCO http://versatex.com/ "V Z PORCH EXPOSED BEAM WRAP: 1X VERSATEX(VIF) 724-857-1111 LANDSCAPE: RETAINING WALLS: 6X6 ACQ(TYPICAL) � w - - - - xor _ ow 1X8 VERSATEX r 2" CORNICE HEAD O a OVER 6X6 ACQ POST 0 — a 0 I EL.13.5'— EL.12.5' 3-1/2" FLAT CASING EL.12.2'— — I WEST ELEVATION SCALE: 1/4" EXTENDED SILL NOSE h-°I EXTERIOR TRIM DETAIL0 MIN CD H ANDERSEN PRE-ASSEMBELED TRIM SURROUND U TO BE INSTALLED ON ALL EXTERIOR OPENINGS M 3.5" - — — — _ _ _ _ — — - ) Of 71 OF cf) O N v co n O AZEK PREMIER X m TOP RAIL as cj x o cz 4100 iui� u m U) l!) U rl i H O I 0) OF— AZEK 3/4" ROUND ` ` IL CD ALUMINUM BALUSTER 'TT-7-1two, w _ � H 2.M." — — — — O N AZEK PREMIER o BOTTOM RAIL , o� U x EL.13.5'— _ _ — EL.12.5' ;,.. EL. 2. 1 3' EL.11.0 _ I I I 111-1 I PROPOSED GRADE EL.11.0 ' --------- SLOPE TO3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --NAT.GRADE _ l DRAWN: MH/MS _ �,kr,lr�ti�; f.."` r SCALE: 1/4"=1'-0" EXISTING GRADE EL.9.0 � ,,.;.,. �+1 r.w .�:;;:.. �,? JOB#: SOUTH ELEVATION 17� JULY 3,2013 r1 a� SHEET NUMBER: SCALE: 1/4" = 1' ' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I It DINT SO TSI ."1° 1 INT REVISIONS: SCHDS REVISED 08/06/2013 r 00-1 OF i 1111 IIA O °' O o Q Qw - - - - W w - - - -- - ------ - ---- u/ C - - - - O 0 a as Z O I EL.13.5'— EL. 3.5'—EL.12.2'- - - - - �. r PROPOSED GRADE EL.11.0' 111-11111-11I ( _ RETAINING . . . . RETAINING WALL WALL _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX.GRADE EL.9.0' - - - C� 0 W EAST ELEVATION SCALE: 1/4" = 1' o x H oel— � oU — - o r FOE N ch i 0 & r4 � o rn U � N cu I Hill FM � w3 w o I I 0) r , 0 I V Ffl M FR N EEA 03 M o - - lk- U 0-)I CD L lE EL.13.5'—- - — - - ,?A _ A r nnQQ I } 1 L 12.2' . e J� F PROPOSED GRADE EL.11.0— I I I1: _j _ _ - _ _ GRADE TO SLOPE-� I I _ _--- - DRAWN: MH/MS TO NAT.GRADE- - — - — - — - — - — - — - — - — - — - — - — - — - — z ,,:: y SCALE: 1/4"=l'-O" EX.GRADE EL.9.0' �i �`J $4 JOB#: NORTH ELEVATION �,�. ' ;F JULY 3,2013 ' �'-'`•'°'�"'`" '' SHEET NUMBER: SCALE: 1/4" = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHAH VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT!OB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1 t F ;� l Ts"Ir N® j ,' , (Dili REVISIONS: SCHDS REVISED 08/06/2013 EDGE OF WALL TO HALF BATH MATCH STORAGE FOUNDATION 57'-7" INSIDE WALL EL. 13.5' 81-0" 10'—101/2" 51-4" 4'—31/2" 12'—9" E 16 4" EL. 12.8' L /21t 8'-0" 3'-4" 7'-61/2" 4'-31/2" 3'-111/4" 8'-93/4 01 8'-21/2" 8'-11/2" 10'-7" I STORAGE SLAB I 41I CAN ILEVER AAN28110 -- --- , "- -- --------------- ---------------�- ---------------------------- 4. C AAN28110 --------------------- L0 4,• . . e �p `�e . 'ry . d 'pMG II BILCOC-DOOR - ----- -------------- ' ' en �XTO-ACQ�gUCIC----- •-------------11212 __w/12'EXT.1VJFa !1 _(LO ERWArEIGHT_AT_CAr�-TILEVER)-__---- i I d . , I i . 8"a O ' ------------- ------------------- I 16"X8I • II Q � , 2)#5LINE OF TYPICAL ------------- a o------ _: _ W =II �" / a m O ---- - D _ �„ , Cuv HOUSE OUTSIDE - - -e-- ---- -, - j Lo D I I •I I , i I ' ,' j I J I V I ' I °a s"WALL ° �-C:) I I - -- -- -- °_ o, CONCRETE WALL EDGE (NOT 16"X8"FTG. o �\ LL PORCH d v l I - i I V CD I , (2)#5 REBAR ' ' I I m 4X4X1/4 TUBE STEEL 001/4 TUBE STEEL °Y, ' I � SLOP n COLUMN w/6X6 PLATE 11 COLUMN w/6X6 PLATE INCLUDINGSHELF) I SINK 42"X42"X12"CONC.FTG. 56"X56"X12"CONC.FTG. I , ' ' REINFORCED w/#5 REBAR REINFORCED w/#5 REBAR ' I I AAN28110 ^L6 x _ _ 4 , , �'_ �r �" Qll"OC(MINA em.) p 2XTOAW9UCK--------------- I D T 8'-63/4'----------, 9'-71/2" ' S'-�S1/2" 8 —1034 - ; , I I I •-- ----, 1 1, t . , _st 3 r^ CO01 O ; ; - , • - - - I I I I (3)1-3/4X14 ML GIRDER ; (3)1-3/4X14 ML IIRDER (3)1-3/4X14 ML GIRDER" � _ PORCH STORAGE N ; ; ,� ; 7 —3334 --- 4-' 8'-01/491 ' ' (3)1-3/4X14 ML GIRDER , T- ' I 4X4X1/4 TUBE STEEL i O a I .' I I I I I I I I I I I I , I , , ALT.GIRDER 4 I Qi , I V I I i i I I I i I I , I I I i , COLUMN w/6X6 PLATE N i 4AZA TUBE STEEL ' I , , i I I I i I , I , , I i I 42'X42"X12"CONI.FT4. W6X25 w/2X6 PLATE I-' COLUMN w/6X6 PLATE ' I I 1 I 1 i 1 I 1 , I 1 1 I I 1 1 ' ' ^Lo ' , 24"X24"X12"CONC.FTG. a----- , t INECIRLF��•vLltSREBAR t , , B LU ESTON E w ell"OC(MIN.4e.w.) I ° 10" ALL w I REINFORCED w/#5 REBAR �' ' ' ' ` -ti-- ----- I n i ' I m @11"OC(MIN.3 e.w.) ' ' ' ' ' ' ' ' ' ' ' ' ' ' 00 , , CONCRETE SHELF 2) X 'FTG. i L, ' . ' rt I = I I . I I I I . I I . I I 1 , , (TYPICAL) (2)#5 REBAR • ' `Q; c � EL. 1 3.5 c '" I (2)1-3/4X11-7/8 ML FLUSH BEAM D 1 - — — - M 8 THICK u- �t i ----- -- _',-- ---- -j - e p 81I EL. 12.8' ^' ' °• ' ___--- - O i2=THIEK-- w , I I ,� 7 _ - dip va •v� . Q �r N t' fs- ' tt -- e D 4 D ,S ; 'cv N z w� 'w c ----------, rA - ---6 �o-i- O EL. 12.6 0) 0 m m , „ I - ----- 4 1 2 -0/2° ' ---- ---- o ® W =I �_ 0 4 —1 STORAGE SLAB ______ V � I V � � � O I D 1 f , b I _1 I CONCRETE SHELF � � F„ �� ,� I ap n • ; (TYPICAL) j t- LL J I Y UNFINISHED BASEMENT '� I -0 CONCRETE a W ( 0 P ; 4 % STEPS(16"d) O CONCRETI o :CO00 00 00 1 NCRETE: n" @ C I ----- i (�P-) CONCRETE I STEPS(16 d) I I ti I a e , 112" = ; ". .) PORCH I I z , , -I ----- I m tm 00------------- r 1 I I ^I I^ b 'Gl I 4 C , 00 `----- -T , I LINE OF TYPICAL _ '_ " 21'-2334" _ '— " 21'-3" __8 WALL- - ----, , STORAGE OUTSIDE � I ---- ---------' --------------------- --------------' ----- ---------- ----------, " -------- -------------' I 16"X8"FTG. , `-- -- ----------------------- r � r I I 0 I I (2)#5 REBAR ; -■ a -- - ° 4 - _ P,_7 78;-. /a ♦ '. -� ' - - / WALL EDGE (NOT - ------ --- --------------------------------------------- Q - ----------- ___AAN28110___ ___AAN28110 - ' ' AAN28110 _ INCLUDING SHELF) -- zx,OACQ SUCK 2X10 ACQ BUCK d' i �' �_______ : ,�X1O ACQ BUdK I ' I C1 VER " " ' " (PERI ANUF CTURER) ' t, 6'—4 17 —21/2 17 —21/zFIREPLACEIZE —01/ 51-101) O W PRIOR TO CONSTRUCTION PORCH HOUSE 40'-9" 5'-6" 7'-101/2" B LU ESTON E EL. 13.5' S'-6" 54'-11x2" r� Q U 611 U 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.SEE SECTION FOR 5).PROVIDE 2X4,2X6 ACQ SILL PLATES(SEE DETAIL)UNLESS OTHERWISE NOTED. CONSTRUCTION DETAIL AT 1ST.FLOOR.ALL ADJACENT WALLS WITH GARAGE WALL (NOT ADJAVENT TO BASEMENT)AND CANTILEVER PORTION EL. 12.6' LI II CONCRETE PORCHES TO HAVE A 4"CONCRETE SHELF(14"WALL THICKNESS). TO HAVE 2X6 SILL PLATE(SEE SECTIONS).SILL PLATES TO BE INSTALLED OVER 1 EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 41I FOUNDATION PLAN RESIDENTIAL CODE WITH A BITUMINOUS COATING.STUCCO OVER EXPOSED I FOUNDATION ABOVE GRADE. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A 1 i 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO SCALE: 1/4" = 1� FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND A PVC WATERSTOP. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 114 It ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). `t N 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE W E P ROJ ECT NORTH 3).VERIFY WITH OWNER S,BASEMENT SLAB IS TO HAVE FLOOR DRAINS,SUMP BLOCKING AT 8'-0"O.C.AND MIDSPAN. PUMPS,DEHUMIDIFIERS,etc O 8).INSTALL SMOKE AND CO DETECTOR PER CODE. t– ++ LINE O F TYPICAL 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. m N w 5 S INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 9).CONCRETE PORCH SLAB TO BE REINFORCED w/6X6 10/10 WMM OVER rn HOUSE OUTSIDE WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE #4 EPDXY COATED REBAR 24"OC EACH WAY.SLAB TO BE MIN.4 THICK. X u REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE SLAB TO BE POURED OVER 6"GRAVEL ON COMPACTED CLEAN FILL, cam+) o WALL EDGE (NOT AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL COMPACTED TO 95%RELATIVE DENSITY ASTM D-689.COMPACTION 04 u JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE TEST AS NECESSARY.HAUNCH SLAB OVER CONCRETE SHELF ON ADJACENT O `� X O THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL WALLS WITH HOUSE AND HAUNCH ALONG OUTSIDE PORCH WALLS.TOP - Cl 9 v INCLUDING SHELF) SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO OF BLUESTONE(OVER SLAB)TO MATCH FINISHED FLOOR. MORE THAN 16 FEET. p O 00 10).EXTERIOR-2"SPRAY FOAM R13. u � x EXT. LOCO u WALL 00 6" EXTERIOR WINDOW AND DOOR SCHEDULE XW FINISHED FLOOR P, EL. 13.5 ROOM: LOCATION: CAT.No.: DESCRIPTION: EA.UNIT DIM.: R/O: GRILLE: COMMENTS: ROOM: LOCATION: CAT.No.: DESCRIPTION: EA.UNIT DIM.: R/O: GRILLE: COMMENTS: TOP OF FOUNDATION (2) MASTER BATH WEST AAN4018 VENTING AWNING WINDOW T-ll'/a"Xl'-7'/4" 4'-0"Xl'-8" 4W1H TEMPERED BEDROOM No.2 NORTH ACW2844 VENTING CASEMENT WINDOW 2'-7'/4"X4'-3'/a" 2'-8"X4'-4" 3WIH SHORT FRACTIONAL GRILLE EL. 13.3 Ln T11 FJ SHORT FRACTIONAL GRILLE W 4„ BATH No.2 WEST AAN28110 VENTING AWNING WINDOW 2'-7'/a"Xl'-9'/a" 2'-8"Xl'-10" 3WIH TEMPERED LOFT WEST ACW2844-2 VENTING CASEMENT WINDOW 2'-7'/a"X4'-3'/a" 5'-4"X4'4" 3WIH TEMPERED EL, 12.5 BASEMENT SOUTH,NORTH AAN28110 VENTING AWNING WINDOW 2'-7'/4"Xl'-9'/4" 2'-8"Xl'-10" - BASEMENT,2X10 ACQ BUCK KITCHEN NORTH ADH2O34 DOUBLE HUNG WINDOW 1'-11'/4"X3'-3'/a" 2'-0"X3'-4" 2W2H O (GRADE) - TOP OF FOUNDATION (1) ADH2450 DOUBLE HUNG WINDOW 2'-3'/4"X4'-11'/4" 2W1H MULLED WINDOWS till ATTIC STORAGE WEST AAN2020 VENTING AWNING WINDOW 1'-11'/a"Xl'-11'/a" 2'-0"X2'-0" 2W2H LIVING ROOM EAST APW4050 PICTURE WINDOW T-11'/4"X4'-ll'/a" 8'-8"X5'-0" 5W1H PICT.WDW.:SHORT FRACT. EL. 12.3 ADH2450 DOUBLE HUNG T-3'/a"X4'-11'/a" 2W1H 4'-0"RAD.(SEE ELEV.) REBAR MASTER BATH NORTH AAN2020-3 VENTING AWNING WINDOW 1'-11'/4"X1'-11'/a" 6'-6"X2'-0" 2W2H 3"MULLS DINING SOUTH ACW2850-2 VENTING CASEMENT WINDOW 2'-7'/4"X4'-11'/4" 5'-4"X5'-0" 3WIH SHORT FRACTIONAL GRILLE (� MASTER BEDROOM NORTH AAN2820-4 VENTING AWNING WINDOW 2'-7'/a"X1'-11'/4" 11'-5"X2'-0" 2W2H 3"MULLS LOFT SOUTH ACW2850 VENTING CASEMENT WINDOW T-7'/4"X4'-11'/4" 2'-8"X5'-0" 3WIH SHORT FRACTIONAL GRILLE Q' LIVING ROOM SOUTH AAN2828 VENTING AWNING WINDOW 2'-7'/4"X2'-7'/a" 2'-8"X2'-8" 2W2H BEDROOM No.2 EAST ACW2850 GLIDING FRENCH DOOR 5'-11'/a"X6'-10%" 6'-0"X6'-11" 3WIH SHORT FRACTIONAL GRILLE 10" WALL BATH No.2 NORTH BEDROOM No.3 EAST KITCHEN (2ND.FL.) NORTH AAN3030-3 VENTING AWNING WINDOW 2'-11'/a"X2'-11'/a" 9'-6"X3'-O" 2W2H POWER OPERATED TOW T AFF ENTRY WEST THERMATRU 3/0X6/8 ENTRY DOOR 3'-0"X6'-8" T-2 3/8"X 2W3H DOORS TO HAVE OAK SILL 3"MULLS LIVING ROOM EAST 52200 6'-10 1/2" INSTALL w/LARSON No.956MV 0 TOP OF SLAB HALF BATH NORTH ACW2034 VENTING CASEMENT WINDOW 1'-11'/4"X3'-3'/4" 2'-0"X3'-4" 3WIH SHORT FRACTIONAL GRILLE MASTER BEDROOM EAST THERMATRU 6/0X6/8 FRENCH DOOR 6'-0"X6'-8" 6'-3 5/16"X 2W5H DOOR TO HAVE OAK SILL 52010 6'-10 1/2" 0 EL. 4.6 t a " KITCHEN SOUTH ACW2840-2 VENTING CASEMENT WINDOW 2'-7'/a"X3'-11'/4" 5'-4"X4'-0" 3WIH SHORT FRACTIONAL GRILLE PVC o o SOTTO OF SLAB PROVIDE OWNER COST ALTERNATIVE BID WITH IMPACT GASS y ' �' WATERSTO 4 : <<� '.. � ,�. EL. 4.3 GENERAL CONTRACTOR TO VERIFY ALL ROUGH OPENINGS, UNITS, GRILLE PATTERNS, etc. PRIOR TO CONSTRUCTION. A-SERIES UNITS, LOW-E 4, SMARTSUN GLASS, 1-1/8" WIDE K. t; r DRAWN: MH/MS GRILLES (SDL WITH SPACER BAR), CLEARVISION SCREEN, BLACK HARDWARE FINISH (CASEMENTS:'TRADITIONAL FOLDING; DOUBLE HUNGS: LOCK & KEEPER WITH FINGER LIFT). .�� '�' � �°,�.'�, REBAR ;'� �" '' ' � �r � �„ ,,r,. Jli SCALE: 1/4"=1'-0" JOB BOTTOM JULY 3,2013 BOTTOM OF FTG. ��� { SHEET NUMBER: EL. 3.3 A-3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS """ MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. TO, FOR ,e ,, .J NTSI s X, y 1 T ERF D [ 7 Or � REVISIONS: SCHDS REVISED 08/06/2013 POSTS @ 5'OC I ^ I I ^ O I TAPERED ^ SPINDLES I , � iE 57'-8" 10'-6„ 8'-0" 16'-21/2" 01 4'-31/2" 12'-9" ,-6" 13l--51p ^ � B W 1 X6 TRIM O 3'-4" 11'-41/2" '-6' 3'-111/4" 8'-93/411 6'-81/2" 6'-81/2" � z AAN2820-4(31N.MULL) O Q' I j-2 C M( ) x6 t6" AAN2020-3 "I X11-7/8 _L "SFEECFL BEAM �T� O W I (4)7-1/4 ML BEAM\ Q w L_ O F _______________ N I v a z/1 STAIR RAIL DETAIL BILCO DOOR O TDOORSHOWER w/12"E ENSION HOOKUP N v O N I` �N 0 o = D 4'0" �� MASTER BEDROO N COVERED PO CH m D PROVIDE PAINTED ADA RAILING AT o I MASTERo Lim = �� � SCREENED WALLS 00A o¢ BLUESTONE FLOG ALL STAIRWAYS (VIF w/ OWNER) ;Y, jj o N Z E BATH `" IZ M o s4 —0" 6'-1 5'-3" �' °' 15'-6 ' a a� 1 Lc) r\ Q A CO `n DSL 7-1/4 MI " CD n I I T: I 4'-0" j (SEE SECTION D-D) J O I ACW2034 ADH2O34 2 N L4 v c Q= O � I I LINENS --------------- "I N ------- o I I HALF �;--; •� o- �� WET BA 2(1 8 ML w/ EE N I I STORAGE _I --- p p -pW-- ------�I LUSIT61 4P—Opt BATHO �'�S" I I t r I r " , , , 0 =) oC I I FF EL 12.8' 8' 11/2" , 00 I , I I ,�. o W " �0,o I I 8'-0"CLG. OPEN ; y O > 0 1� z 2- , r Ln `� D I I I I , 4 x r N — M , TO M �wbg 0 I � ABOVE � � ' ' ' � PROVIDE , DRAIN PAN KITCHEN 'I _ _ � " UNDER WASHERIX o (2)1 3 4X11-7/8 ML FLUSH 4'-9" 3'-1" 12' 41/z MICRO. 3'-61/2' 5'-41/2" 5'-3" IW 9'-7" CN ° M 4F," w/DRAW) i P rm O 1 , ------_, � ' FAIR-716179-tco I O W 7' 6 h" CO W "' 1 QUARTETTE 3 m FF�LL �J M Lu BENCH p FUSION CO. , � _ Q. r7 Q °' W COVERED -- J ,I� "N In I r" ico � -O> _(BOOKCASEL---'--- --;� Oij U a PORCH �� LL -- --------- O g o j� ml (2)1-3/4X11-7/8 ML FLUSH BEAM 1 DINING J o O0 6 1/4"TAPERE, I ENTRY �I�I X EL.13.5 k J O 2x6 S o O t+� eo m d� v m (1/4"PITC ) �..) ^' V N X 0 s , 00 M LIVIN ROOM Q M I C�16"OC o N 3 3 — n z -I °o o w N ABOVE (v X v - I \ m 00 r7 2 2X8 GIRDER 4'-0" _ �- 2'-0" o O I 5' 6rr ---------1---- -------- 36"CAB. R -RAISED HEARTH- �I Q Ln , WOOD STORAGE UNDER EXTISTING GRADE:EL.9. ' 0 " 0 TV ABOVE PROPOSED GRADE:11.0' N �ullPREFAB FP 00 � EXISTING GRADE:EL.11.0' CULTURED STONE AAN2828 ACW2840-2 ACW2850-2 AAN2828 S.S.FLUE 1 PROPOSED GRADE:12.5' EXTERIOR C 1ST. FLOOR PLAN , " r „ v EL.4.6 18t-29' 11 —31/2 9p-301 9 —7 51-1001 m C4 �, � o SCALE: 1/4" = 1' N v B X W E PROJECT NORTH 54'-11/2" 6'-6" O Ln � ,,v w@ S 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Ln v v ° LOCATION: INSULATION: R-VALUE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING p 1 DESCRIPTION: AREA: 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 9 -,tIt, \ LIVING SPACE: 1161.6 SQ. FT. EXTERIOR WALLS: 2"SPRAY FOAM w/R13 R20.4(7.4+13) 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 8).EXTERIOR OPENINGS TO BE ANDERSEN A-SERIES,LOW-E 4,SMARTSUN _ x GLASS,1-1/8"WIDE GRILLES(SDL WITH SPACER BAR),CLEARVISION SCREEN, Ln U + STORAGE: 96.6 SQ.FT. 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLACK HARDWARE FINISH(CASEMENTS:TRADITIONAL FOLDING:DOUBLE 011 v U)2X4 INT.WALLS SOUND INSULATION R13 BLOCKING AT 8'-0"O.C.AND MIDSPAN. HUNGS:LOCK&KEEPER WITH FINGER LIFT). 00 y WEST PORCH: 37.0 SQ. FT. Q cV v EAST PORCH: 169.7 SQ.FT. 2X6 INT.WALLS SOUND INSULATION R19 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).ENTRY AND ALL BATHROOM FLOORS,AND MASTER BATH SHOWER SEAT W OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS TO HAVE RADIANT HEAT. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR INTERIOR TRANSOMS F FLOOR: FIBERGLASS R30 MICROLAM HEADERS. 10).INSULATE ALL EXTERIOR WALLS. TO BE CUSTOM MADE BY SIMPSON DOOR. INTERIOR DOOR: MASTER BEDROOM DOOR: LIVING ROOM AND STORM DOOR: 6).REVIEW PLANS FOR OPENINGS WITH TRANSOMS AND WINDOWS THAT 11).INSULATE CEILINGS. B 16"HIGH (GRILLE:3W1H) SIMPSON No.65 THERMATRU 52010 MUDROOM DOOR: LARSON 956 MV CEILING: SOUND INSULATION R30 IS REQUIRED TO HAVE TEMPERED GLASS.WINDOW IN SHOWER SHALL W W/LEVER LOCK OAK SILL THERMATRU S2200 HAVE VINYL JAMB LINER AND STAINLESS STEEL HARDWARE. 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. OAK SILL 13).INSTALL SMOKE AND CO DETECTORS PER CODE. O V � Ry f�°A {Al X;n��d DRAWN: MH/MS $ f.° �►;;' ``.'. # SCALE: 1/4"=1'-0„ S JOB#: " r JULY 3,2013 r> SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. TOFOR T m ; ,%T (31 .fir T jr ® NT b» <� REVISIONS: SCHDS REVISED 08/06/2013 50'-11/2" ol 7'-6" W 20'-111h" 12'-9" B E16' 5" 2 01 zz d 15'-1" 5'-101/2" 5'-1" 7'-8" 3'-0" 13'-5" a n a ACW2844 C ^I W AAN2828 (3)2X8 HDR. W a m (SEE ECTIO 1) O Z (3)2X8 HDR. I 2 I O N ' J , , LL 8,-7„ . 3' 7» o I N 1 1 z l D ; I '� ZO 1 I O D 1� 11 O (D x II H BA No. 2 - ,s M � 1 ILu IILu BUILT-IN -111/ 3 -5 CN 10 11/2 LL' r �N o � FLA CEILING LINEN I N ce w W� w ' I Lu AIR HANDLERAAN3 30-3 Z 6 9 5 -.5J Q c0 LOCATION POWERED OPERATED I 1W- N 1-3/4X7 t/4 ML -'- 7 % + BEDROOM No. 2 o �; (VIF) TOW:T-0"AFF FLUSH BEAM oo'1 CALVER 1'00 69 In V I I " X I TELESCOPING I X I FLAT CEILING jn O p Z ------ N I N I� ATTIC SIN t� x PORCH 1 I m I �- L N = dv STAIR �� m CATHEDIAL n ' o3 p ' (3)2)�8 D�. n' ° -----• - N X OI = -----; i �_ - CEILINGI I X Z N p ;p I - O 0 F.}----'------- ADJUST ALL HEIGHT FOR ROOF --� to , , N a I X I I 1 jTT a- /4 V4 f� BEAkl--- v � a n' N I i �I� � " � M 7'-1" �I N 8'-1�/2" - 7'-4 10 -91/" ; I 1 I ATHED L sl - ' i SLOPED m 5'-0" - 0'• GLASS Ln ' r- CEILING D ' I I -------- CEILING ; STORAGE I ; ' Gu°S (DESK) j N N In SLOPED z '— 5 "N SHELVES - CSI \ I 1 CLJ , » CEILING OPEN J (s) cV I ; 6 ------------------ --------- �--------- (2)1-3/4X11- /8 ML /PLATES C/� ------ ----------------------------- -- 2-4 (SEE ' I BELOW u — - I WW M - rrrW��� s +, BARN DOOR SLDR. M " ' H 7 61/2 I LOFTS N26X38 4 TABLE i 2 ., I3'-41/2"+/- m cV » cC ; ?-� � c) \ .9 -0 AFF CEILING 11 —2 W -------- -3 - Q U cc 4a I THIGH RAILING ------------ ----------------SLOPED ---- ----- EDROOM NO. _ C) i =� O U m w 1 SLOPED N EJ-______ i t I CEILING I FLAT CEILING LL o Iw , !�'�1 rV7 p 1 "N - � � � aa^DEEP FLAT CEILING � CEILING � V � I \ U w DAY-BED i M a F- \ V - co No 1 rn II 1 ' I Fm E�l -------= if 1 =3 Rl CABINET (3)2X8 HDR. ' (3)2X8 HDR. (3)2X8 HD ACW2850 ACW2850 ACW2850 CHIMNEY CHASE (VIF)SLOPE WALLS ' ADJUST IN FIELD ; AZEK EARTHWOOD EVOLUTIONS AS REQUIRED 2ND, FL00R PLAN DECKING OVER ACQ SLEEPERS,5'-11/2" 20'-9" 9'-2" 15'-1" INSTALL SLEEPERS OVER EPDM N °� ' PITCHED 1/8":1'-0"AWAY FROM BLDG. �� &3/4"AC EXTERIOR SHEATHING. rn `r 6 u SCALE. 1/4 = 1 C 50 -1lh q -0 EPDM TO RUN UP SIDE WALLS X v 24".PROTECT WALL INTERSECTIONS, O ccri r 1 +v C+E 1).PLATE HEIGHT AT 9-0„ SHARP INTERSECTIONS AND PERIMETERSUNLESS OTHERWISE NOTED. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE PROJECT N0RTHLOCATION: INSULATION: R-VALUE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING WITH LEAD-COATED COPPER OVER EPDM. X 0 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16”O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. INSTALL AS PER MFGRS.INSTRUCTIONS. �' FiUPROVIDE 4"PVC DRAINS TO CONNECT TO 'Lf v EXTERIOR WALLS: 2"SPRAY FOAM w/R13 R20.4(7.4+13) 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 8).EXTERIOR OPENINGS TO BE ANDERSEN A-SERIES,LOW-E 4,SMARTSUN REMOTE DRYWELLS(TYPICAL) Fp GLASS,1-1/8"WIDE GRILLES(SDL WITH SPACER BAR),CLEARVISION SCREEN, O u DESCRIPTION: AREA: 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLACK HARDWARE FINISH(CASEMENTS:TRADITIONAL FOLDING;DOUBLE x 4 " 2X4 INT.WALLS FIBERGLASS R13 BLOCKING AT 8'-0"O.C.AND MIDSPAN. HUNGS:LOCK&KEEPER WITH FINGER LIFT). u LIVING SPACE: 886.5 SQ.FT. InU m � 5).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).ALL BATHROOM FLOORS TO HAVE RADIANT HEAT STORAGE: 67.8SQ.FT. 2X6 INT.WALLS FIBERGLASS R19 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS. N EAST PORCH: 152.9 SQ.FT. W MICROIAM HEADERS. FLOOR: FIBERGLASS R30 11).INSULATE CEILINGS. �'- INTERIOR DOOR: 6).REVIEW PLANS FOR OPENINGS WITH TRANSOMS AND WINDOWS THAT SIMPSON No.65 IS REQUIRED TO HAVE TEMPERED GLASS.WINDOW IN SHOWER SHALL 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. w/LEVER LOCK ROOF(CEILING): CAVITY FILL SPRAY FOAM R60 HAVE VINYL JAMB LINER AND STAINLESS STEEL HARDWARE. 13).INSTALL SMOKE AD CO DETECTORS PER CODE. W H uu 0 N V lh rF: �A� DRAWN: MH/MS ' ;5 <"= • ,rw' SCALE: 1/4"=1'-0 JOB#: JULY 3,2013 F ' SHEET NUMBER: _;,xl a PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: SCHDS REVISED 08/06/2013 SPRAY FOAM INSULATION V-4" lTYl=J (ADJUST DEPTH IN FIELD FOR SOFFIT HEIGHTS TO MATCH) Roo B E F � 12 12 1/2 RND. GUTTER '---------- ---------------- CEILING JOIST ` ' ' �-- ---, C /F;2 -------------------- -________---- ---------- --- ---- ---------------------, L--- -- , ,FASCIA 1X8 I------------------------------ ----- /�, II I 1 , 1 , i _________________I I_____- ___BLKG. ' � THRU BOLT TO THRU BOLT TO J5/4:X6 BACKER BOARD -- (2)2X10 RR; ,-8.- - –B—(2)2X10 RR �1 ; THRU BOLT TO� � , I I (2)2X1 ,.��`ti 12 � , (2)2X10 RR V r------------- ---------, +------ -- II II 12 / 1 I i D 1X6 BEAD BD. SOFFIT --------------------, �' --- D 1 I }� 1 oa----- a 5-1/2" SPRUNG CROWN 13 THRU BOLT TO 12 ; ' 12 ; ,oma? i ' i I i 1 1 12 ` ' (2)2X10 RR , 2.5 ti�A , " 1X6 FRIEZE BOARD 12 • ' ' Ki------- PS-400 COR-A-VENT -----_ __ v'VENT STRIP ♦ i 1-3/4X14 ML RIDGESIDING _______________________________ _-_- __ ` ;__________ R,OOFTOCONTINUETHRO�IGH(CATHEDRALC ILING)m -----------------, r------ `----, I I , 13/4,1-- 5/4X4 WINDOW / DOOR TRIM ,�_________, �+ I , Z "1-34X14 ML RIDG i i i I I ' :__-_--_-_ ' ` 12 !D ' 1 r^ Q ` I ' �i� � • I i ' THRU BOLT TO ; ; 12 97/` I O (2)2X10 RAFTER \fj w ' ---- r-- '� a THRU BOLT TO - I 1 1 10 i `------------`-L -- - --------� I 1 I I ---- I i I I I 1 `L'9 0 u,1 I e 2 �' 1 1 ��A A,» ; 1 (2)2X10 RR 4 IC, -,, r, 1 , I I ` I , I I 1 ' , CL THRU BOLT TO I � I I X -'I -------i----' '---------------------, (2)2X10 RR ; L TiA I j ; ` N, i `4-�------------- ----------��i ;------------------ Z ------------- ---' ' \ LLj -------------- - I -- -------------------- i \ ' j_j SOFFIT DETAIL r A A ! ' NPVV�� LL 1-3/4X"X11-7/8"ML OVER(4)1-3/4X18 ML RIDGE iE 11 2 p - : ;g 12 SCALE: 1-1/2 11-011 N d' 1 / I I 1 Q i l / ,•- , , , ROOFING SIDING L i 1 12 I rt1 1 IM ' 1]-_- ------1-- - 1 ; 12 ,�F/ ' ; ; ; ' PERGOLA I I I I 12 1 1 1 IC=== =OVEIL'== _ - I �' I - I i i THRU IT TO 10 n COR-A-VENT ROOF-2-WALL @16"OC :(2)2X10 RAFTER ���/ 10 I ' ; ; DECK 12 CROWN 2-1/2 II SIDEWALL VENT I ------------ _ , V ,y I I _____,__ __- 12 FASCIA 1X8 -1�4 +/ THRU BOLTTO �y THRU BOLT TO (2)2X1 DF#2 (2)2X10 RR / (2)2X10 RR—9 - ♦ --------------------------------------------------------------r------------------------------ ------ -----' ------ CRI KET - -------------' ; VA ------------ --------- ---- --------- -------------':=== --------- ---- FRIEZE -------- _ W FRIEZE BD. lX8 11 F] ❑ ROOF RAFTER INSTALL HY-C STAINLESS STEEL [, CHIMNEY MULTI-FLUE CHIMNEY COVER 12 U �- ROOF TO CONTINUE THROUGH(CATHEDRAL CEILING) OVER FLUES(VIF) http://www.hyccompany.com/ 12 ` C NOTE: 314-241-1214 C) U CEILING JOIST SEE ELEVATIONS FOR PERIMETER BAND ROOF B 17 O O E-i AIR � ALIGNING WITH LOWER ROOF 12:12 PITCH FLOW, ROOF PLAN r-' U BLKG. BO ' 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).ICE&WATER BARRIER TO BE USED IN ALL VALLEYS AND INTERSECTIONS SCALE: 1/4" = 1' 1-3/8 SOLID CROWN 1-3/8"SOLICROW 1X4 TRIM BOARD 1X4 TRIM BOAR 1X6 BEAD BD.SOFFIT WITH ROOF AND SIDE WALLS(TYPICAL). MKE X2 BLOCKING 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED NOTE:DETAIL -- PS-400 COR-A-VENT LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD B SHEATHING 5/8"PTS SUBFLOOR SHTG.OVER ALL CEILING JOISTS 1X AZEKTRIM BOARD VENT STRIP MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE SCALE■ 1-1 2 11 —_ j 1 1–O 11 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS / 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. SIDING DIRECTLY TO THE DECK ALONG EAVES. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. or"I USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT N v PORCH COLUMN CUTTING INTO SHINGLE SURFACE. c u o 'n Q co ON � ° — P., x 0 1~ z 5cz TYPICAL PORCH DETAIL 4 ; :4 11 i 11 9) ; �4u SCALE: 1 = 1 -0 MANAGEMENT DETAILS � STORM WATER �.540 4 M — M � c � N.T.S. v N � w � UG TIERS DOWNSPOUTS DRAIN PIPE GENERAL: GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 1/8"SLOPE GPM 1/4"SLOPE GPM SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE GUTTER OR APPROVED EQUAL. + 3 340 480 2 1088 46 3 1644 68 2320 96 SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. http://WWW.rhinogutterguard.com/ 4 720 1020 2-1/2 1974 62 4 3760 156 5300 220 DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION 1-888-917-4466 WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL Cn 1-3/4X14 5 1250 1760 3 3220 134 5 6680 1 278 9440 392 SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER ML RIDGE 12 12 NOSE 6 1920 2720 4 6920 LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. BULL 1-3/4X14 ML RIDGE 268 6 10700 444 15100 628 THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. V 1 ��� 00� 12 1-3/4X11-7/8 CONSTRUCTION: 0 fopROOF IML RIDGE FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY RAFTERS BOO F,� PO CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL _ {3)1-3/4X9 1/2 PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE -- CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS ML BEAM FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, p� 11-7/8"ML RIDGE PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION (4)18"ML RIDGE BEAM ROOF AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE N LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL FSI --- TO HELP PREVENT SU3GRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, OGEE GUTTER-STANDARD 5" n u u n n n n n ___--- CLG.1ST. (4)1-3/4X18 ML DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION NOTES: (2)91/2 II ,I 11 i I I I i I 11 SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY ML BEAM R TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS 1).EXECUTION: tl II I I 11 I I I I I( 11 1' ' RIDGE BEAM OO PO DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. U OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT ROOF AREA: 17355 SQ. FT. AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 2),PREPARATION: I I ROOF I, I1 1, FALSE I I I I ' POST !�� FR / USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. W „ „ I I I1 UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR •�/ it RAF��� II �Y��TE�1{ 1 i 1� i AT 1 OO6�o WATER RUNOFF:Z9O CU. FT. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR II Ii II II II I1 Ii , II , Q•O CEILING JOISTS SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY I n u n n n n PROVIDE 2 8'DIA.X 4'DEEP DRYWELLS METALS WITH PROTECTIVE BACKING „ II 11 I I 11 II I I I I I I 1 CEILING JOISTS 1 � � AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. 3.INSTALLATION: I STAIR HALL 8 FT X 4'= 169 CU. FT. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 2).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL N DRYWELLS CAPACITY:338 CU. FT. SEDIMENT AWAY BE REMOVED UNTILOM THE DRY WELL.THESE DIVERSION ALL CONSTRUCTION WITHIN THE DRY WELL'S URES SHOULD NOT CONNECTION WATERTIGHT. L'S DRAINAGE AREA 1 IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 4).PROTECTION: STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTAyI � l COMPLETION. I O DRY WELLS TO BE 10 MIN. PRETREATMENT: � ;r BEDROOM No. 3 AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE LOFT o LOFT 1 AWAY FROM HOUSE '* .►: , I FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTIONROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND , DRAWN: MH/MS ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. i, a.�:. & e ' .� .,mn.My. .. ;� SCALE: 1/4"=1'-0.. Op 0 THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH O C O CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER :;�£L _ r JOB#: PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES '', „ j THAT CAN ENTER THE DRY WELL. ��'s,=+ u JULY 3,2013 SHEET NUMBER: (STAIR) f 2 A-6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY INCLUDING BUILDING DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. TOTv T �1r v Cr v T ;: 7Ti,: REVISIONS: SCHDS REVISED 08/06/2013 1-3/4X14 ML RIDGE 12 12 10 12 1-3/4X11-7/8 ML RIDGE �.' �.' 2X12 PLATE PO (4)1-3/4X18 ML BEAM (TYP • , DB .RR 2X6 DF#2 CJ @16"OC ,� �� 12 (3)1-3/4X9-1/2 3/8 (2)2X10 POST ML BEAM �l �wll THRU-BOLT (iYP.) 6 OC TO RRs /8"S TG �,'� �,'� 5/8"SHTG. _ 2X8 DF#2 CJ 16"OC 2X8 DF#2 CJ @16"OC 2X8 PJ @16"OC (2)2X8 '� CL.CEDAR I I �� GIRDER 12 I WALL LOFTr IN o t2 BEDROOM 6X6 ACQ POST =_=W NO. 3 (BOXED IN) O 5/4"DECKING(INSTALL W 1H1 I -3/4 11-7/8 M EPDM OVER SHTG BELOW I (3)11-7/8 C) 12 3 R 4"SUBFLOO /( 3/8 STE .`I 3 4"SUBFLOOR lalSLEEPERS AND ADJACENT WALLS O a ML ACQ — - - — 4 N (MIN.1')FLASH ALL 12 OG I I I I ,I I I„ „ „„• INTERSECTIONS 12 1-3/4X14 ML RIDGE 12 — - - — 2X�ORtz @,6" 11-7/8 T11230 (2)1-3/4X11-7/8 (2)1-3/4X11-7/8 y=y 1'11"'I I'1'�' ♦;' =>„„„„u;1 ;�; 11-7/8 T11230 6-1/4"TAPERED( 4"PITCH) ^ ------ @16"OC ML FLUSH ML FLUSH '��y""" ' ' 1-3/4X11-7/8 16"OC 1-� Q 12 2X6 J 16" •- „�,�, @ ML @16"OC w/3/4' EXTERIOR f»'P POP . ML FLUSH MARINE GRADES EATHING 3E 0-i (2)2X8 DF#2 `♦ :e=y��1 — — I DBL.RRjPLATER111 1-7/8 DBL.RR GIRDER ;__� TOW(0" 2GE 2X10 DF#2 6'-l0" O RR @16"OC ` (2)2X10 (2)2X10 01 ENTRY THRU-BOLT THRU-BOLT KITCHEN DINING LIVING ROOM z TO Rs TO RRs O • o O o BEAAA ® WINDOW SILL p..( @/ 2X6 DF#2 (4)1-3/4X18 s� 2X12 PLATE C1 @16"OC ML BEAM R'P�! U m 2X6 ACQ SILL PLATE W o TERMITE SHIELD EE (2)1-3/4X11-7/8 SILL SEAL Z'1, FINISHED OR EL 135 LUI3/4"SUBFLOOR IML FLUSH BEAM 3/4"SUBFLOOR 3/4"SUBFLOOR TOP OF FO DATION EL 13.3 a, KPEI- NFORCE BUILD UP WALL GRAD == AS REQUIRED ==- - ' CONC.SLAB -;;'s . EL 13.3 — - - — 1 O __= < (3)1-3/4X14 ML GIRDER DBL 2X8 C1 - 'e (3)1-3/4X14 ML GIRDER - - (2)1-3/4X7-1/4 (3)1-3/4X7-1/4 @16 OC I (4)1-3/4X11 - (2)1-3/4X11-7/8 2X4 ACQ 'O _. - __ ._� - - + ' ti °•�a w/(3)1/2' EE ML FLUSH BEAM PLATE °�. u ^ ML BEAM ML BEAM I� ' e . e . 'iiu u,,n _-ooi u„ iB -. O N — - - — --- ° a °�• , 1 a ° ' ------------------ r- ° e 00 COe•• -------------------- - - - - �I LOFT ' ' I ° ' 10"PC WALL O °.•e O '°•t DAMPPROOF 1 CLOSET SECTION A-A z e•.° TOPOFSLAB<. 4"CONC.SLAB 4"CONC.SLAB ;�• WATERS OP O W e • e. a A. a e, a •. •. • •. • •" • e. • . •" .. • • •. • • •. • •. • •. • •. SCALE: 1/4" = 1' 'BOTTOM OF SUB _ . ,. ► .. w� ( )1 3/4X117/8 L e 0e EL 4.3 J ►• D •..►1 J �•• p.�•v•►�J i•� , .s •..►1/•�• ' 'e • P. , .. . �v1•i �• ve o ►Y.A• vA s vI . �. v �v►�. ' ... . W/3/4"STEEL --_--- Ur BOTTOM OF fTO. FLUSH BEAM EL 3.3 24"X24"X12" 42"X42"X12" 56"X56"X12" 42"X42"X12" 24"X12"CONC.FTG. — - - — 3 4"SUBFLOOR 3L4"SUBFLOOR 12 CONC.FTG. CONC.FTG. CONC.FTG. CONC.FTG. (3)#5 REBAR — - - — 11-7/8 TJ1230 F1 @16-OC 11-7/8 TJ1230 F1 @16"OC �12 #5 REBAR @11"OC #5 REBAR @11"OC #5 REBAR @11"OC #5 REBAR @11"OC O (MIN.3 ew) (MIN.4 ew) (MIN.5 ew) (MIN.4 ew) (2)1-3/4X11-7/8 ML FLUSH BEAM O U MID LEVEL ® MID LEVEL r- SOFFIT(T'YP.) SOFFIT(TYP.) O I o 0 4" yf4 24"OC 4, 2X6 ACQ SILL PLATE • O/ O / O. 4" QQ • / • / Oi4" • / • / • • / • 4„ TERMITE SHIELD I SILL SEAL I l FlNI1"ED O0.EL 13 5 3/4" F OR 4"SUBFLO I I I I I I l i 1 l i I ll i I I o TOP OF FO DATION I I I ( • EL"' 11-7/8 T11230 FJ @16"OC 11-7/8 T11230 F1 @16"OC • ( I I O• Ifo I I I O • • •• • • � •EL I3.3 � � / I ! � I.y Y °. (2)1-3/4X11-7/8 %1W rd_��T 2X4 ACQ _c ML FLUSH BEAM (3 1-3/4X14 PLATE /L GIRDER e • I I I�I I I(�I I� #10 STAINLESS STEEL I I I I I I t I / O X O o uL11 _ _iI� I On (OR GALVANIZED WOOD SCREWS W/ 1E1cRD • C • • I I 1 I l I • WASHERS @ 12"O.C. I ( 1 `I I ( l 11 • 10"PC WALL ( I I I I I 1 I I f I I I I �✓ �q `-I F. + e' • X4X1/4 • DAMPPROOF 12 I I 1I I l ( I l I I 12"O.C. 12"OC I I I V m m -� o• . TUBE STEEL • . I I SECTION B-B o ` 3/4"APA PLYWOOD 00 � .1 TOP OF SUB 4"CONC.SLAB PVC I I I/ I I I I / I I ` ` ` SHEATHING N SI✓. moi" >' • • • 4.6" •• • • , •• • • . •. • • . • .. • • •• , •' WATERSSOP SCALE: 1/4" 1' � �\ / I / 1 / I I • •BOTT 3F STAB e :v 3 �O pvQ� d • 1 • •• 1 • I • Fri V I 1 2"APA RATED SHEATHING EL • j I I / I ' ARADRNATIVIV D7/16"O.S.B. I I I I I / I I I I I / I 1 l 1 / 1 I / / ( ) f I / / I / I I / — - - — BOTTaM°FET`. 56"X56"X12"CONC.FTG. 24"X12"CONC.FTG. 1 / � I 1/2"APA RATED SHEATHING #5 REBAR @11"OC(MIN.5 em.) (3)#5 REBAR • I ' I ' • I ' I ' • GRADE PLYWOOD I (ALTERNATNNE:7/16"O.S.B.) ull #10 STAINLESS STEEL OR GALVANIZED W/ (� ` I \ 2X4 DF#2 WOOD SCREWS W/ / I I I I STUDS I I � WASHERS @ 12"O.C. / ( ' 1 \ / ( O� I t``\ I I U I I WINDOW SILL • I I I • ' I , •• I' • I I ' • O I TYPICAL WINDOW OPENING I ( II � I I i I (LESS THAN 4'-0X8'-0"OPENING) f I` It 1 #10 STAINLESS STEEL S I ( I I 1 ' I III III I I I /l II I OR WOOD SCREWSW/ N WASHERS @ 12"O.C. . • 1 • 1 • • I • r/•I TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0"OPENING MULTIPLE PLYWOOD ASSEMBLIES ) 2-2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GAL NDN T BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � � '�Ar{j AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" p•?+.,.; '`�' j AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO �;►► h'� �� ; 1; COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED, (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL "•�' ���� '•�.',�� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. '?wa�1;�„#„; "N DRAWN: MH/MS :, •;:. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ;' r'' � SCALE: 1/4"=1'-0" HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. x+Y ` JOB#: JULY 3,2013 Iti SHEET NUMBER: A-7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. NOT v ' ("XDIN ear ®El I J .Ir 3 0 1.T E1117 -1 REVISIONS: SCHDS REVISED 08/06/2013 r — — — — — — — — — — — — — — — — — — 1-3/4X14 12 ML RIDGE 7-7 I 10 I POST (2)2X10 THRU-BOLT TO RRs --- I �� I I I I I I I , 1-3/4X14 I I ML RIDGE I I 12 12 L — — — — — — — — — — — — — — — J 10 12 POST (TYP.) (2 2X10 THRU-BOLT TO RR �� 1-3/4X14 ML RIDGE — _ -3c- PI/n/ _ — 12 --- OST 2X10 DF#2 RR @16"OC (2)1-3/4X9-1/2 II P) 12 ML VALLEY P ST 8"SHTG UNDER RIDGE DBL.RR U-1 2X8 DF#2 CJ @16^oc 114 JIMA ATTIC I 1-3/4XG [� ML RIDGE Qc (2 2X10 W 1 ATTIC ACCESS THRU-BOLT U Ln (INSULATE WITH T RRs GABLE END a _ 2"FOAM(min.)) (TBD IN FIELD) 12 i 548-SHTG. DBL.2X8 DF#2 CJ @16"OC 12 I f �i -Foo BEDROOM O (2)1-3/4X11-7/8 ML w/2X4 — - - — \ /t t` 'O,> 2X12 (2)1-3/4X7-1/4 PLATES BOXED IN I 30"ACCESS NO 2 0) ML BEAM j OPENING/ ?� VALLEY O — - - — y fI f: �j6O PLATE ,D 2X10 R @ "OC111 6X6 ACQ POST — - - — 1t. izi� 2ND FL. w W (BOXED IN) - 5/8"SHTG. ATTIC FL. z W 2X8 CJ HALL BEDROOM No. 2 PORCH 3 4"5 FLOO _ _ _ _ @16 OC 2X10 DF#2 @16"OC 2X6 GJ @16"OC Q 11-7/8 TJ1230 FJ @16"OC -- rn Fr-9 Q 5/4 DECKING OVER EPDM OVER O U 1-3/4X11-7/8 ML—A- L 2X ACQ TAPERED SLEPERS(TYP.) w �/ w/3/4"STEEL SHTG.(MIN.1'),FLASH INTERSECTIONS O P4 1J ® 3/4"MARINE GRADE SHEATHING I a Z 3/4"SUBFLOOR (BUILD 16. UP DECK) — - - —2X10 @16- rn O i� U O 11-7/8 TJ1230 FJ @16"OC — - - — MASTS EDROOM (3)1-3/4X11-7/8 DBL 7-1/4 ML @16"OG- ML BEAM BLUESTON (3) 7-1/4 ML — - - — EL.13.3' °' EL.12.8' 8"P GIRDER — _ EL.12.5' . . .. A. . A A. ° NFORCED MEIESEI 4"CONC.SLAB REINFORCED WITH o CONC.$LAB • 2X6 ACQ SI L PLATE SCREENED IN PORCH O O 811 PC p�� 6X6 8/8 WELDED WIRE FABRIC OVER 4"GRAVEL 12"PC 8"PC TERMITE HIELD 3/4"SUBFI OR SILL S L I I WALL •, NOTCH 2"DOWN AT DOOR OPENING �. WALL WALL FINISHED FLOOR EL 13.5 0) 11-7/8 TJ1230 FJ @16'oC ® ® ® ® MASTER BEDROOM _ _ EL.9.5' CANTILEVER — _ _ —TOFOFFEL 2o3TON(2) 16"X8"CONC.FTG. 24"X12"CONC.FTG. 16"X8"CONC.FTG. Bp LOUT ALL OP INGS;D 1-1/2"DOW BOARD 2X6 ACQ SIL PLATE (2)#5 REBAR (3)#5 REBAR (2)#5 REBAR xx FINISHED GMDE EL 11.0+/- rH 2X10 AC (INP.) '� INSULATION UNDER TERMITES IELD CANTILEVER.SEAL OFF SILL SE L w/1/4"AC EXTERIOR01001 13/4"SUBFLOOR 1-1 2"THICK BLUESTONE*- - .1 _ _ F1-J3_7— SECTION C—C. w LIL SHTG _ _ _ -� _ —Exlm+acnnDEELBo+/- ° REINFORCED CONC.SLAB _ e, SCALE: 1/4" = 1' 1 11-7/8 TJ1230 FJ @16"OC °• --- _ r! cn:1 10"PC WALL t-- (4)1-3/4X11-7/8 .' �. 2X4 _- _= °==- er�l' •° i • • '" == _ PLATE � .� _ ,�-.-. =_':- _� =,i�- . � �� _ =;;.�; __NEW GRADE EL 11 0-- -- �--I O -� � �• ',..LI, DAMPPROOF ML FLUSH BEAM e ^, O C) q� : • - -, BUMP OUT , H ° e _ �;AT COLUMNS e••a EX.GRADE EL.9 O'' U ° . kms.- =II - — - u 11 t� TOP OFSUB ni CONC.SL A EL 9.6 Ln �G ►� � • e rs� A, • _ _ °• •° • •a • J BOTTOM OF SUB — { EL 9.3 �•�. wArEuror BOTFc. • PC WALL •0.�: ELEL 3 3.3.3 24"X12"CONC.FTG. °••e DAMPPROOF ° . (3)#5 REBAR "CONC.SLAB •,�.• AwTE0.TOY SECTION D-D SECTION E—E A A A A A, SCALE: 1/4" = 1' SCALE'. 1/4" = 1' 24 (3)#5 REBAR G 0 m N E FLOOR JOISTS 3 11/4 11/2 11/4 0) 0 co Xu'� v W. C. LAV. O � �"', ++ Q5 r--, � C6 BAH O r"IH 6"MIN. p cXa 0 � T-0"O.C. _12"MAX,, u" v TYPICAL SPACING z 3 t t/a p v u \ o O o c� C.O. �i 0 v GIRDER 6"MIN. 3 u M cz ' 0 ^x 12"MAX. � 1 I 1 BOX IN OPENINGS Lo U w/2X8 � TYPICAL CORNER A OPENING ACQ V)00 ccs 4 1 1 1 11/4 (V aj 4-3/8"X2" 1 1/4 11/21) 11/4 11/41- 11/4 11/4 11/2 O f4 LAG SCREWS "c� STEEL A ' IAV, W.0 SINK SINK LAV. W.C. P-1 COLUMN ANCHOR 5OLT 6PF4CING ° #5 REBAR 6 1 ' #5 REBAR W.M. D.W. SHO ER A 1 1 Y , 1 • , ' , • 1 1 , ' 1 • 11/2Vl A INSTALL#5 O 40 FOUNDATIONEBAR IN WALL AT C.O.I t t/a 3 z 2 2 ()11/4 3 C.O. ' EACH WINDOW OPENING 3 3 u u 2X6 ACQ SILL PLATE A 3"SQ.WASHER& ` ' ` , 1 0 COPPER COATED TERMITE SHIELD END NUT SETUP 11/4 SILL SEAL �1 ' I SINK 13" p� #5 REBAR 6" 8"MINIMUM FOUNDATION N 5/8"DIA.ANCHOR BOLT EMBEDMENT WALL � � 4'-0"O.C.(TYPICAL) s , 4 1 1 1 1/2 v, 4"THICK CONCRETE SLAB w/ v 1 1 C.O.1 6X6 STEEL WIRE MESH POURED CONCRETE N 3 a - p p FOUNDATION WALL a a SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVED a a p 4 a 4"C.I. SEPTIC SYSTEM/ Q D v < NOTES: OPENING � TRAP HOUSE x 6 mil POLY p v v 1).USE 5/8"DIA.ANCHOR BOLTS w/MINIMUM 7"EMBEDMENT INTO POURED PLUMBING SCHEMATIC VAPOR BARRIER p e 41 v Q p D COSETNCRETE(15"MIN.IN CONC.BLK.)w/3"SQUARE WASHERS AND END NUT O Q a V-0113/�T (1° —2).ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD • — N.T.S. DOWNS FOR SHEAR WALLS. SCALE: 3).ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO 12" MAXIMUM FROM ENDS AND CORNERS. 4 " CONCRETE FTG.(SEE PLANS) ANCHOR 5OLT DETAIL ,x DRAWN: MH/MS SCALE: 1/4"=1- 01CO _ UMN DETAILSCALE: 3/4IV-011 JOB#: JULY 3,2013 ( I SHEET NUMBER: SCALE: 3/4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-8 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: SCHDS REVISED 08/06/2013 NYS ENERGY COMPLIANCE DOTES FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BER E S,ch of Wra re, V e rs ml o n WINDOWS AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ; '� `` ,. a , WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 3, 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. Q;o M P 1 DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. ' i l n,�0 i 3). SEAL BETWEEN WINDOW/ 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PiPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, - WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HiGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: P r t PLUMBING AND ELECTRICAU SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. w SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. E ` TgyCode: 7- '10 Mew York Energy a ation � ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Imca an': SuffnTk CGunNewoly O z BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. nstrucff on,„ „ e. Single- �� 0 � RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): -et- ypl= Uew Construction RECESSED LIGHTS 1N INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Q p CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SiLL PLATE. Conditioned Floor-Area: 2p1D48 ft.ftZ U INCLUDE GASKETS ON THE TRiM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Glz SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS Q W STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THiS 1ST. FLOOR DECK: �r Tn at:LPL Zone: 4 Q+ w ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. Fe ' it Dam SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: Permit it umber: a IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. Construction R _ T ` dA ignarl n T- ALL PIPES RECIRCULATING HOT WATER PiPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: PROWN HOUSE Mar Schwmrt , Ardiftmct HEAT LOSS. GENERALLY, 1/2" OF INSULATION 1S SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAiLERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. � � OAK ���� - - 3 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. .0 °a� E, NY Cutr-hogue.. NY 11535 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. 7374_412 PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: �'� 1rrrt�_= SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING VENTILATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. .. .. .. , ... . . ... < .,,r ' a. a.x !T4 .. .vt... � +,a ..a, w...t. <.C. .a. .." ,v .. w ,, i... ... ... ....: ... ;:\:'...: .•"1'.{.b"�:,' HEAT LOSS CALCULATIONS MUST BE DONE 1N ACCORDANCE TO ECCCNYS 503.3.i. 2 SEAL AND BAND JOIST WELL ENOUGH T PREVENT WINDWASHING. I .. ,..:... ... ....... .. ..... . ...::<, .�<. ' �o O < ta 2S.a n a ..va,,,. ..,a..aaa.•,..>.aaa, ,a.,:`�..ea;.a�,:.m,.ALS..<:e2.:n..�,.a°ad.A...»e«,<.,^ivy;...A>..>.�.°:at'A":�:entiait :<.vaa a�;.a...�.`:ui:1_<>»......:v:;li.,.::?.::>3�:t:iso-...a<.u'ti:.:o-..,v:'�w.:aai`,';»a:;.s;^s.:.�«v,a.,...a<,«�>'�'«i:>•.ui';ie.,an.aS,:w.,.,,<...,�.,a.,.:''vo:•....,.+.e,`a..:: .: w. . e a,.a<,'..v.:•.�:•l^..,...,.�b';�`jai:aa`•,.a"a�:..s.��,.•'..ati.�.;�i,.aa<c:a�S;:a:<�.c�rl4y.:ai:�u'�a:<:.::.,,.:.�..e..��...br`ax;;aaid",.:�:::.:mm�eaat� I 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: C 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE e ° � 112 = 23,_1 . rwn C+0de "°a�:i uni UA_- 422 Ya ' U 329 A: hJ-1 THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAN CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL r± h ° ; "�Cn -� rL `' �+ MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: o F_ 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE U HVAC CONTROLS: 2). CEILING WITH ADHESIVE. CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER i' s MM CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM W (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL PIPE AND DUCTS. 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. ...>. , ,.. p �: t a . RA GE OF AT 4:y, ;. h,; HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATUREN ( 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY � > N OR ORO s^ WHICH CALLS FOR HEATING AND COOLING ARE EITHER LEAST 5 DEGREES) WITHIN .,. ._ . :,..: . ,� w . a ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. = p .' .� ,an .,'. t, I� , eY`' SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO :.,.- p• : . _ F SUSPENDED OR REDUCED. S >. ;1 PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE : "�,� ��.:. k` :..e: . '. . ) , HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON INTERIOR WALL: ...�� , ru. .<. r,:: ; „ .::.,�n. i::. ; .: .:.; �,_ ;w;�,�;: USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT Floor 1: All-Wood b�^ Trus.= er _ >e r 2 30.0 0_ 0.033 1 TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN o VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR F -3or :. i]--�%food ���� er-`i mandi " � space 1, 41 30..0 D.. 0.033 3 m ��', � o GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. INTERIOR SOFFIT ON EXTERIOR WALL: 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. x 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE Vlan 1: Vibod Frem. e., 19' v.c. 1, _2o- 0- 0.055 73r__1 10 o DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. O x o DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. 14 <d 1_- Wood Frame ble n ,i -E 127 0.250 37 �" � w � UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). � � °O KNEE WALL SUPPORTING ROOF: 111 da ° r �r ood Fr'L'nmr_ uble `P`nne -E 30 0.31 + 5 C DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1), SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO z u M `� MUST BE INSULATED.WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. r 1,: 1 .300 15 M U M _ :� 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. \4 ._ cn ft IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. 00 v R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR �� "' ' �n 1.,35 �� �� ��� w 1Ns6&M6VTE. DUCT SEALING: '�1 �'�d�i" " 3: �'�FC�o F t'I�r't'I�: �ub I e �fr"4e ' F =E 3. 3 0.231D 3 DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND 2: lEs 24 0.320 27 SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. w MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED 1N MASTIC. 'ding 1 Cathedral al CeI . 134 G0.0 W 019 3 TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: u INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING Coe-ling 2: FT.n Ait"g or StL-=� ,"Tmi 57R &M &0 0.024 23 O SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE E ' TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND � ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FiT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: � U THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT x FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE ViSIBLE TO THE BUILDING INSPECTOR. IF THERE 1S A GAS RANGE. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE PrD; c T1tfe- epos ate- 1010M MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. r W THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL � T{3 � ' i�ft r NDarumen , E chec . k Page .1 f 2, VENTILATION RATES. 11, CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2)• PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. , , .:a.s DRAWN: MH/MS n E. SCALE: 1/4"=1'-0" JOB#: 'x JULY 3,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-9 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1r y s 1b��r 1 T v S '3 , REVISIONS: SCHDS REVISED 08/06/2013 INTERIOR TRIM NOTES: 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER ALL CORNERS. 3/4"THICK BIRCH i 2). ATTACH THE WORK SECURELY IN PLACE. SHELVING a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 1/4"X3/4"BEADED NATURAL FINISH (IF ANY). SHELF EDGING b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH 1S BUILT- INTO OR DIRECTLY ATTACHED TO SUBSTRATES. WINDSOR ONE Wolicool 1X3 BIRCH CLEAT 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY ,-► HEADER CAP (SIDES&BACK) " GRADE SPECIFIED. 1-1/B"PRIMED 3/4"PRIMED FINISHED STOOL a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK COVE 1X6 S45 ' PRIMED TRIM CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID WINDSOR ONE �fSTO001 INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. PRINCETON MOULDINGS � ,' STOP HARBOR CLASSIC b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 4.5"CASING 16" ITU3/4"THICK BIRCH ® SHELVING 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): O H 1-5/8'PRIMED ® a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES ►�+ W BASE CAP PRINCETON MOULDINGS 1/4X3/4"BEADED WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS Q ® HARBOR CLASSIC z 4.5"CASING SHELF EDGING THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF Q 1-5/8"DIA. rT� FIR POLE CRACKS. w U 1X8 54S PRIMED BACKBAND PRIMED TRIM 3/4"PRIMED ••®• O covE 1X3 BIRCH CLEAT F, (SIDES&BACK) Cn 66"TO TOP OF Z FINISHED FLOOR INTERIOR DOOR o SIMPSON No. 65 a TYPICAL CLOSET SHELVING (TRANSOMS: 16"h) PAINTING NOTES: EXECUTION: APPLICATION CONTINUED: A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. E_, 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF O W B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, Brown Room Finish Schedule FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. Q.NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN F_ SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. CD MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. 0 V A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. Room: Floors Treatment: Walls: Treatment Ceflin : Treatment: Remarks: B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED L).BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE Unfinished Basement Concrete - Concrete - Unfinished - Spray foam under slab TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO Stairs Fir - - Gypsum Board - ENSURE USE OF COMPATIBLE PRIMERS. M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE Q.REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. Random size3 „ „ T&G VJ (verify size& species w/owner),to LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR Entry Travertine Tile 7-1/4 Neck Base w/ /4 cove Gypsum Board 3-1/2 Beaded Csg. w/ 1-118 Back band Gypsum Board be painted THE ITEM, ROVI PIF REMOVAL IS ROVIDE PROTCTION BEFORE SURFACE PREPARATION BURN THROUGH ORO HER DEFECTS DUE TO INSUFFICIENT SEALICTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH NG.WITH NO AND PAINTING. C) Random size 3 >, „ „ 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO ++ Coat Closet 7-1t4 Neck;Base W/ /4 cove Gypsum Board 3-1/2 Beaded Csg: w/ 1-1/8 Back band Gypsum Board 2 Shelves ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE CA O 5 Travertine Tile m 4 - O AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, M G! U Random size y� „ D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. x Utility Closet 7-1/4�Neck.8ase w/1/4, cove Gypsum Board 3-1/2 Beaded Csg. w/ 1-1/8 ' Back band Gypsum Board 4 Shelves TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE �° m m 0 Travertine Tile CONDITION AND AS SPECIFIED. O).TRANSPARENT(CLEAR) FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, x O Random size ` s e, 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR �' �" w co Laundry Closet 7-114 Neck Base W! /4 cove Gypsum Board 3-112 Beaded Csg. wl 1-ll8 Back band Gypsum Board 2 shelves RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHER SURFACE IMPERFECTIONS. '� 4 Travertine Tile � v SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE p O 00 \ Random size /;, „ „ T&G VJ, 6h W/ 1x3 shelf(verify size& SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN V. � - Half Bath 7-1/4 Neck Base W/ 4 cove Gypsum Board 3-1/2 Beaded Csg. w/ 1-1/8 Back band Gypsum Board 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. 4 n3 Travertine Tile species w/owner} (verify finish wl owner) SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED M U .Kitchen 4"-8" White Oak 7-1/4 Neck Base W/3/4"cove G SutTi Board 3-112" Beaded Cs :W/ 1-1/8" Back band Gypsum Board EXPOSED TO VIEW SMOOTH AND DUST OFF. � U ^ a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT CLEANING AND PROTECTING: cn Dining koom 4"`8" White {yak 7-1/4.Neck: REVISIONS: SCHDS REVISED 08/06/2013 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN RAFTER WALL STUD ENDWALL CRIPPLE STUD p ° BOTTOM PLATE p ° HEADER RIDGE LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. Al HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS IN ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS lSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD �'� THROUGH-ROOF EXHAUST a VENTS SELECTED AND 'Q1' METAL STRAP � LOCATED BY CONTRACTOR F, 1O W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED ^ O RAFTER /WALL SHEATHING RAFTERS MAINTAIN W �' U SILL PLATE(S) VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE % BLOCKING ' - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING a-{ z STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O O AND ALL WINDOW/DOOR OPENING JACK STUDS ® AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH __USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER a INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER �! SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �e PROVIDE HEMMED EDGE AT OPENINGS OF 1/a INCH IN DIMENSION. INSTALL 4'O" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDSGAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ���„ e ACTION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS � / 14" — 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS le / 8" — 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL le ROOFING LAPS BASE pip FLASHING 4 INCHES sy BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME � EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST E. TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 0 0 1ST. FLOOR WALL SYAPPING TO BE ATTACHED 'f0 WALL STUDS @48"OC WOOD JOIST ^' U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 1-1 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. / OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE ON ALL OPENINGS / CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 0 DBL. SILL PLATE O r' TERMITE SHIELD I C SUBFLOOR N v SILL GASKET WOOD JOISTS m / � F2 �. +, ♦ r NEOPRENE o L a TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET j1�. ' ' m � $ DAMPPROOF EXTERIOR 6 MIL. POLY 2x6 /2x8 CONTINUOUS WOOD PLATE V� I BOLTED TO STEEL BEAM WITH O 6MIL POLY ON EXTERIOR V GRANULAR FILL ° ° V s STEEL COLUMN `� 1/2 " DIA. BOLTS @ 48" o.c. STAG. �' li, �� u A i cC d to 4; ° 4 ° 4 ROOF JAC K ♦ `% O ♦ CONC. SLAB ' '� - a° STEEL BEAM a '' u °. ° A o \•� " ANCHOR BOLT EMBEDMENT: �� �. idu `t `� ° POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL +� w V / COMPACT FILL ° 'D r BLOCK WALL: 15" `� I TOP AND BOTTOM PLATE U r ROOFING LAPS m V ° ° 4 ° ^ FLASHING AT % WITH 1/2" x 6" ANCHOR B OLT It - cc KEYWAY FOOTING �` CONC. FTG. Q�p G SIDES AND TOP ` 00 ° '� USE WITH 3x3 SQUARE WASHERS `% 1/2" GROUT N >~ ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) W 3 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN DRAIN TILE s p ► ANCHOR BOLT CONNECTION ( 10 KIPS ) SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL � SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC U SLAB—ON—GRADE ROOF JACKS 8c VENTS DETAIL O SUBFLOOR CONC. SLAB IDOOR FRAME 6X6 10/10 GARAGE 13JOIST COMPACT FILL � DOOR � USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLABi W/ 6X6 WMM I I SLOPE P.T. PLATE 1/2" AIR PACE it.I L • 41 ° °' 4"DRIVEWAY —® WITH A NAILINGNOTCH JOIST NPLADDJUTE IFT HEIGHT AT END AND 0 ° n ° :< • ° , TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE ° 4 ="-n-----«------ ° ° ° r ,� BEAMS _ - I— I �, '° O ° O '° ° '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. - - - - - — - - 12" �° p O ° II—I17T r SUBFLOOR MIN. ' C P '^ �':, �'O �'r ° _`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM II , ° III-I 1 �b�° ° NOTCH EQUALS 1/4 DEPTH OF BEAM I - �► 4 REINFORCING BAR OIST o �II ° O ,n.y °� it-II • �, C •� REINFORCING BAR c s _ ° � DRAIN TILE �f .I �' O O d1 ° s° SHEET METAL / 30# FELT UNDER BEAM AT POINT �' A ° ° m STEEL BEAM „ ' 12" OF CONTACT WITH CONCRETE OR CONC. BLOCKT_lil_ITr�TI_ITLITI= 11- �< yyW„� ' '` � •" 3" F PLATE (BOLTED TO B r=1 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �� SHIMS TO LEVEL BEAM ° ck REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 1� DRAWN: MH MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM �; GARAGE DOOR BLOC KOUT �, �!:•�• ,�, " SCALE: 1/4"=1'-0" V JOB#: BEAM POCKET �` ��� + ' •x JULY 3,2013 r > SHEET NUMBER: PAINTER TO PRIMA AND PAINT ALL DOOR EDGES TOMAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. TOT FOR CONS B :p "� REVISIONS: SCHDS REVISED 08/06/2013 2x_stud JOIST DETAILS Plate nail-16d(3-1/2") wall at 16" plate nail-16d(3-1/2") ALLOWABLE HOLES - TJi Joists * on-center box at 12"on-center box at 16' on-center INTERMEDIATE BEARING 1/ Floor panel nail-8d Load bearing or shear wall NO LOAD BEARING WALL ABOVE loot panel nail 8d(2-1-2") 2-1/2")common at 6" g Nofeldcutho/es Y common at 6"on-center" above(must stack over wall /n hatched cut nywhereainbe on-center See Table A See Table B See Table See Table web out Web stiffeners toner side hatched zone DO NOT required each side Load from 1"or 1-1/4" 1-1/4"Trus ��� Blocking at B3W Blocking panels above cut or notch flange. Blocking Trus Joist Joist rim anel may be required with panel rim board* board 2x4 minimum shear walls above or 6" II O 0 6" squash below-see detail Bl 1-1/ " L 1 z x D I Dl 12 z x L 2 D2 oe nail-10d(3") oe nail-i0d(3") blocks 6 minimum minimum 6" 6" 12" (applies to all box at 6" box at 6" holes except min. knockouts) Do not cut holes larger than on-center" on-center 1-tis"lncantilever DONOT Remove tongue and groove 61 Bl 1/16" Table A - End Support cut holes In cantilever from floor panel edges Boun ary nailing Mi imum distance from edge of hole to inside face of nearest end support reinforcement. supported by 1"a-Rim®to -8d(2-1/2") Web stiffeners 2x4 minimum ensure quality nailing. stall proper blocking ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJI rim q � g *Conventional common at 4" t0 support all panel required each squash DEPTH Til construction code minimum for on-center"' pp P side at BiW and blocks 2" 3" 4" 6-ln^ 8-vz n6 13^ 2' 3" 4" 6-1/2a-1/2n" 13" oist se with A3 on/y"See Trus Joist Framer's edges B2W Use 2x4 minimum squash lio 1'-0^ 1 6" 2'-06 s'-0" P-0" r-6" 2'-6" 4'-6" ,42 Must have 1-3/4"minimum A3 A3.1 3.2 3.3 ocket Guide for A3.1 A3.3 installation 3,4 "'See Trus Joist Framerrs Pocket Guide for 62 B2 63 B 3 CS blocks to transfer load 9-1/2" 210 1'0" 1'-6^ 2'-0" V-o" 1'-0^ T-o" z'-6" 5'-0" Al230 1'-0" 2'-0" 2'-6" 5'-6' 1'-0" 2'-0" 3'-0" 5'-0" Joist bear%ng at ends specifications additional installation specifications around TJI joist 360 1'-6" 2'-0" T-0" V-0• l'-6" 2'-6" T-6" 5'-6" 110 r-0" 1'-0" %0" ,-6" 5'-0" 1'-0" 1'-6" 6'-0" s n 11-7/8" 230 I'-0" 1'-0" 1'-0" T-06 6'0" 1'-0" 1'-0" 2-0" 5'6" 7'-06 6-0 length of210 3' TJI joist 8"diameter maximum hole Nail Trus Joist rim board to blocking Attach reinforcement 360 r-0" r-0" r6• a'-6" 7'-0" 1-0^ r-0" 2'6" 6'-6" 7'-6" 4'-0"length of g^diameter maximum hole reinforcement and for 11-7/8"-16"deep 560 r-0" 1'-0" r6" s-0" 8'-0* r-0" z'-0" 3.6" r-0" 8'-0" 3/4" with connections to joist with one 8d for 11-7/8"-16"deep filler block.Use blocking panels;6" no r-0^ r-o^ r-0^ r-0^ z'6" s'-o^ r-0^ r-0^ r-o^ 3'6^ 6-06 e'-06 Web stiffeners 8"diameter maximum hole 4'-0"length with diameter maximum for equivalent to (2-1/2)common nail at Nail through 2x_,wood backer 210 1'-0" l'-0" 1'-0^ 1'-0" 3'-06 V-0" t'-0" F-W 1'-0" 4'-0" 6'•6" e'-6" reinforcement blocking panels;6" required each for 11-7/8"-20"deep on one side at 9-1/2"and 11-7/8" blocking panels 9-1/2"dee decking schedule each corner and 1a^ z3o r-0^ r-o" r-0" r-6" TW a-6" r-0" r-0" r-0^ 4'-0" 7'-0^ T-0" diameter maximum for g P P Trus Joist 360 r-0* r-o" r-0" 2'-6" V-6" 8-0" r-0" r-o" r-0" s'6" W-0^ 9'6" side at E1W blocking panels;6" E2,both sides blockingpanels 9-1/2"dee TJI joists. or shorter than 12"long. Attach reinforcement TJI joist web with 2 rows iOd at E3 P P rim board to joist with one 8d Blocking panel between Blocking (3")common nails at 6" 560 1'-0" l'-o" 1'-0^ 2'-6^ 6'-0• 9'-0^ i'-0" 1'-0" 1'-6^ 6'-66 9'-0" lo'-o" diameter maximum for or shorter than 12"long. o not cut flanges. j „ ch joist.Nail t0 t0 210 1'-06 1'-0" 1'-0" 1'-0" 1'•6" 3'-6" V-0" 1'-0" 1'•0" 1'-0" 2'-6" 6'-6" B'-0" 10, lockin anels 9-1/2"dee (2-1/2 common nail at 1 P panel n-center,clinched.Use g P P not cut flanges. ) 230 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-6" 1'-0" 1'-0" 1'-0" 3'-0" T-0" 9'-0" 11'-0" or shorter than 12"long. g each corner plate with connections 16d(3-1/2") nails with te• 360 11" 1'-0" r-0" r-0" 3-0^ a-0^ 9'-0" r-0" r-0" r-06 4'-0" 9'-0" 10'-0^ 1P6^ W LDo not cut flanges. Trus Joist equivalent to decking 3 2"TJI joist s6o r-0" 1'-0" r-0" 1-0" 3'-06 s66 10.0^ 1'-0" 1'-0" 1'-0" 5'-0" 10'-0" 11'-0" 12'-0" (/] rim board Trus Joist 12"length of schedule. age widths. a" 6" a" 10" 12^ 1s6 17" a" 6^ e" to- iz6 is^ i7^ rim board ttach 3/4" 12"length of le" 360 r-0" 1'-0" r-0" T-0^ 5'-0" 1a-0" I'V 1'-0" s'-o" l0'-0" 11.0" 13'6" reinforcement t0 reinforcement 3/4n 560 1'-0" 1-0" V'0' 1'-0" V-0" 11'-0" 1'-0" 1'-6" 6'-6" 11'-0" 12'-0" 14'-b" O F. Attach reinforcement joist web with 3 on one side at 360 r-0" 1.0^ r-0^ r-o^ z'-06 r-o"g r-0" r-o^ z-6^ a'-o^ n'-6" la'-0^ ls'6^ Q Trus Joist rim reinforcement 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-0" 1'-0• 1'-0" 4'-0" 9'-6" 12-6' 14'-6" 15'66 board to joist with 8d(2-1/2") rows 10d(3") E5,both sides on one side at common nails at 6"on- common nails at 6" at E6Wood E7,both sides ^° �� able B - Intermediate or Cantilever Support � ZJS o center.When N on-center,clinched. backer G Use 2 rows with 9 1/2" at E8 ` feta s Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support �t<` reinforcingboth 'i". v� R` e P hot iFac grainontal tea+ sides,stagger nails. �a��� and 11-7/8° Less than Less than JAI�ti�\e`tti� ca;ottt`;� DEPTH Tit ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE U TJI joists. E5 E6 E7 EB Fl \�$ ``� 0 2" 3• 4" 6-1/2" 8-1/2 11" 13• 2" 3" 4^ 6.1/2 8-1/2 11" 13" 5 ca e , n� El El E2 E3 E4 0 n0 r-6" 2'-6" T-0" 7'-6" VW 2'-6" T-6" 6-6" O Not for use with 3-1/2"TJI 210 2'-0" 2'-66 3'-6" 7'-6" 2'-0" T-0" 4'-0" 7'-0" ^ F joist flange widths 9-1/z* 230 2'-6" 3'-0" 4'-0" 8'-0" 2'-6" 3'-0" 4'-6" 7'-6- 360 T-0" 4'-0" 5'-6" V-0" T-0" 4'-6" 5'6" F-0" O O Filler block Attach no 1'-0" r-0" r-6" 4'16 F-06 1-0" 1'-6" 2'-6" 6.6^ T-0 with ten 10d(3")box WEB STIFFENER ATTACHMENT 210 r-o" r-0" T-o" 4'-6" 9'-0" r-0" 7-0" 3'-0" 7'6" 10'-0^ U nails,clinched.Use ten Gap: 11-7/8" 230 1'-0" 2'-0" 2'-6" 5'-06 9'-66 1'-0" 2'6" TW B'-0" lo'-0" A 16d 3-1/2" box nails from EXTERIOR DECK ATTACHMENT „ 360 T-o" T-O" 4'-0" 7"V n'-o" T-0" 3.66 5'-0" 9'6" n'-o• w ( ) Option#1: I-1/8 minimum each side with 3-1/2" 560 1'-6" 3'-0" 4'-6" T-0" 12'-0" 3'-0" 4'-6" 6'-0" 10'-6-F-0 19'-O Structural exterior Apply adhesive to a/1 TJI Joist blocking with end 2-3/4"maximum no r-0" r-o^ r-o" z'-06 4'-6^ e'-o" r-0^ r-0^ r-o^ s'-o^ 9'-0" IT-0- Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist 11#2� 210 r-o" r-0" r-0" T-6" 5'-0" T-0" r-0" I'-G" r-0" 6-0" 10'-0" 12'-66 required if sides of Use fifteen nails with s an locations using Three 8d(2-1/2")box nails, 14* 230 1'-06 r-o" r-0• T-0" 5'-6" 10'-0" r-0" r-0" 2'-6" V-0" 10'-6" 13'-0" q Backer block hanger do not laterally TJI joist depths Install tight to to Flashing o 8d 2-1 " clinched 360 r-0" 1'-0" 2'-06 5'-6" 8'-6" 17.6° r-0" 2'-0" 4'-0^ 9'-0" 12.0" 14'-0^ g P Bearing plate: ( /2) support at least 3/8" greater than 16". 0�` box nails Or n 210 1'-0" 1'-06 1'-6" 5'-6" 9'-6" 13'6" 1'-0" 3'-0" 5'-0" 14'-66 13'-6" 1s'-0" PP flange(tight to Flush plate with inside Treated 2x �sQ Three 16d(3-1/2)box nails zio r-o" 1'_0" r-0" 1''0" 3'-0^ s'-6^ 9'-6^ r-o" r-o" 1.0" a-6" 9'-6^ 1z-6" 15'-6" of TJI joist top bottom flan a with face of wall or beam S \1 o`S a+ 2-1/2"screws, j g 16, z3o r o" r-o" 11-01 r-6" a'-o" 6'6" 10.6" r-0° r-o" r-o^ 5'-0' l0'-6^ 13'v" 16'-0^ g ledger 31 F at 3-1/2"TJI•oist flange widths flange face mount6k typical 11#21- 360 l'-0" 1'-0" I'-0" T-0" V-6" 10'-0" 13'-6" I'-0" 1'-0" 2'-0" 7'-6" 13'-0" 14' angers).Attach Web stiffener each 560 r-06 r-o r-0^ 2'6^ r-o• n' ls'-o^ r-0^ r-o" 3'66 9'-06 1a'6" I6-0^ le'-o^ with ten lOd(3") See fastener Trus Joist Opti n#2: side.See sizes table below.Maintain rim board W 4" 6• 8" 10" 12" 15" 176 4" 6" 8" 106 126 15" 17" box nails,clinched 2x strapping installed below. Top 2"distance(minimum)from 18, 360 1'-0" 1'-0" 3'•0" 6'-0" 9'-0• ls'-o" 1'-0^ a'-o" 9'-0" 14'-6" 16'-6" 19'-6" flan a when possible. at 1/3 joist span Tight fit 560 IW 1'-0" 2'-C" 6'-0" 10'-0" 16'-6" i'-0" 6'-0" 11'-6" 16'-6" le'-0" 20'-0" hanger edge of ledger to fastener. locations using two 20• 36o I'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" IS'-6" 1'-0" 1'-6" T-0" 12'-6' 16'-6" 19'-0" g 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 560 1%0" 1'-0" 1'-0" 1'-6" V-6" 12'-0" 16'-0" 1'-0" 3'-0" 8'-6" 14'-0" 17-6' 19'6^ 20'-6" Face mount acker block � P Allowable Load/Factored Resistance(lbs) hanger both sides Fastener ption#3: 1-1/2" 1/2"x 2-5/16"min -5/16"7/8"x 2-5/16"min Rectangular holes based on measurement of longest side. 1-3/4"rim board 1"a-Rim TM of Web With directly applied telling oles may be located vertically anywhere within the web.Leave 1/6"of web(minimum)at top and bottom of hole. 3/8"lag bol 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" 1"X 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJI 1/2"lag bolt 475/750 325/N.A. Wflen specified on the layout, one or more of - placement. H2 joist H3 O Allowable load determined in accordance with AC 124. PB a three bracing options shown I Lmustl/be O 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 - For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one Hl .Corrosion-resistant fasteners required for wet-service maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. O applications. unstal/ed • Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole configurations contact your Trus Joist representative. BEAM and COLUMN DETAILSw ALLOWABLE HOLES - Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) BEARING AT WALL WINDOW HEADER CONNECTION WALL Joist Framing 1/llooww o O Aed d hole O U o zone o 0 Trus Joist rim board Strap per code if 1/3 depth o o Cut only roano es only or blocking for top pate is not Blocking In the center ofbeam. O O lateral support continuous over Safety g n U PP ROUND HOLE CHART 1S"-i header minimum)at 6'con-center and 1/3 span Allowed hole zone 1/3 span ~ El extended to a braced end BEAM DEPTH MAXIMUM OLE SIZE OUND wall, M Silent Floor joist framing w Fasten at each joist with . For uniformly loaded beams only. 4-3/8 does not require bridging o ad(2-1/2")nails minimum 5-1/2" 1-3/4" or mid-span blocking (see WARNING). - Rectangular holes are not allowed. p 1; 7-I/4^to zoo z" Top flange - No holes in cantilevers. See illustration for Allowed Hole Zone hanger - No holes in headers or beams in plank orientation. Face mount H2 Parallam®PSL or g han er DO NOT bevel cut joist Al beyond Imide face of Rim board joint OLl TimberStrand® O L3 See current Trus Joist L4 rotect untreated wood from direct contact wall. E2 between joists TJI JOIST ATTACHMENT at BEARING LSL Column literature for framing with concreteTJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors A3 Trus Joist rim board 8 ) bearing wall above One 10d(3")box CONNECTION OF MULTIPLE PIECES OF Cf) N Seat cuts must be within nail into each flange r1 ++ wall. One 8d(2-1/2") � � p BEARING AT COLUMNTOP-LOADED\I BEAMS(1) CS box nail each 01� a; T11 rim joist 1-3/4"Width Pieces: at an angle at 0 side.Drive nails X . . U Trus Joist least 1-1/2"from Pa co O Minimum of 3 rows 10d(3 x 0.128')nails at 12' o.e. O L3 rim board end. 1-3/4"minimum bearing rr-I � —D Minimum of 4 rows 10d 3"x 0.128" nails at A2 at end support; edea X O vt Verify Parallam PSL or ( ) ELEVATED COLUMN minimum at intermediate � w Ud m TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE O support u Ll Shear transferr Connections equivalent to (U lin W column If using 12d(3-1/4")or larger nails,the CAP Bl O — • 1 capacity and I5eam Hj Roorpanel nailing schedule I U p tY number of nailing rows may be reduced Optional bearing length. by one. non-shrink B2 Rim to TJI Joist m See current grout Trus Joist 3-1/2"Width Pieces: Trus Joist rim board or �� 0 literature. Minimum of 2 rows 1/2"bolts O B3 1-3/4"wide TJI rim U M . at 24"o.c.staggered nail IntoOne tad(3")8 x TJI floor ~ nail Into each flange 3-1/2"wide T11 rim � (1)Load must be applied evenly across entire joistToe Hall with a joist (3")box nails,one each beam width.Otherwise,use connections for side-loaded beams. 2-1/16"-2-5/16"wide W OP TJI rim joistOne 16dButtiside of T11 joist flange Addidona/nailing or bo/ting may be required with B4 joists Use B1 or 62 at (3-1/2")box nail Into each L5 L6 side-loaded multiple-member beams Refer to current Pl p2 P3 O termediate bearings flange with blocking g 3-1/2"wide product literature. panels i load Learing or shear TJI rim joist Top view p End of joists at centerline wall from above of support FASTENING of FLOOR PANELS aracedendwau BEAM ATTACHMENT at BEARING see note 3 under Trus Joist rim board Closest On-Center Spacing per Row WARNING H Nail Size TJI Trus Joist rim board TimberStrand LSIL Hl One 10d(3")box V 110 and 210 230,360 and 560 1" 1-1/2" 1-1/2"or wider Microllam LVL Parallam PSL O nail each side of O Sd (2-1/2")box Z 1/2" 2" 6" 4" • member at bearing, 3-1/2" 2" 6" 4" 3" 3" 3" O 8d(2-1/2")common • 1-1/z"minimum from end O 10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS O Drive nails at an See framingp/an(/fapplicable)or Framer's Pocket 4-1/2" 3" 6" 4" 4" 4" 4" L4 angle to minimize Culde for mInlmum end and Intermediate bearing 10d(3"),12d(3-1/4")commo Stsbfloor adhesive will improve floor performance,but 16d(3-1/2")common N.A. 4" 116" 6.01 6-0) LAB" 6" may not be required. O When joists are doubled at non-load bearing parallel O xterior Deck splitting of plate lengths. (7)Can be reduced to 4"on-center with maximum nailpenetration of 1-318'into the narrow edge. rtitions,space joists apart the width of the wall ttaehment Pa P 1 P Fi Recommended nailing is 12"on center in field and 6"on-center along for plumbing or HVAC. O Structural sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). sheathing recpmmend edge. N. O DO NOT use sawn lumber g. Nailing rows must be offset at least 1/2"and staggered. - O for rim board maor yshrInk 14 ga.staples may be substituted for 8d(2.1/2")nails if minimum penetration O Sawn after Inst may shrink WARNING of i" into the T11 joist or rim board is achieved. Protect O ager insta//ation. V s�gr untreated wood O HOLES See LOWABLE If Joists are unstable until braced laterally U �314Farthest On-Center Spacing per Row+ from direct Maximum spacing of nails is: contact with O H3 Bracing IHC/odes. For joist widths 1-3/4*or less: 18"on-center concrete •Blocking •Sheathing • Fpr joist widths greater than 1-3/4": 24"on center Hangers -Rim BoardDO NOT aAow workers to walk on .Strut Lines .Rim Joist DO NOT stack building materials joists on unsheathed joists.Stack only FILLER and BACKER BLOCK SIZES Shiftedjoist Additional until raced. over beams or walls. TJI Flan "Widths 1-3/4" 2-1/16" 2-5/16" 3-1/2" joist /NJURYMAYRESULT• g Plumbing drop Bearing plate to 0 WARN/NG NOTES: or 9-i/2"or 9-1/2"or 14"or 9-1/2"or 14-o iS"or 14^ 18"or be flush with inside A We er aeuser Business Depth 14" 11-7/8" face of wall or y 11-7/8" 11-7/8" 16" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels tarry stacked Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions if the x vertical loads(details Bl and B2).Packing out the beam � ro Filler Block* 2xtz+l./2^ followingguidelines are observed,accidents will be avoided. y�� •" 3/8" 3/8" 1/2" 1 2" Two Two Two web of a TJI joist with web stiffeners is nota g 2x6 2x8 / sheathing 2x6 2x8 2x12 ( ) �i•�*y+�,Jir"i,4r;°s'�""� `�� (Detail H2) sheathin sheathingsheathing sheathingsubstitute for squash blocks or blocking panels. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed andproperlynailed. g 8 1 PPo 1 P Y w'a- �,} -� � '•,4 Cantilever Filler 2x6 2X10 2x6+3/8" 2X10+3/8" 2x6+1/2" 2x10+1/2" Not 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be �A Y (s, • (Detail E4) 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Without this s s7d�r DRAWN: MH/MS bracing,buckling sideways or rollover Is highly probable under light construction loads-like a worker or one layer of unnalled sheathing. } 9 f` "`'�' py r r Backer Block* 4.Sheathing must be totally attached to each Tit joist before additional loads can be placed on the system. W '"jai• rti ,� SCALE: 1/4'=1'-0' 5/8"or 3/4"or (Detail Fl 3/4" 7/8" 1"Net 2x6 2x8 2x12 or H2) 5-Ends of cantilever require safety bracing on both the top and bottom flanges. Jl �, "t r+.ai�t•j, *•`� JOB#: •/f necessary,increase R/ger and backer block height for facC mount hangers.Maintaln 1/g"gap at nip of/oist,•see detail W-Filler and backer block lengths should 6.The flanges must remain straight within a tolerance of 1/z"from true alignment. , t.4sCi'X i,,• JULY 3 2013 accomodate required nailing without sp/itHng(12"minimum for backer blocks and 24•minmrm�rf;/lerblo<kf). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. SHEET,7•y� SHEET NUMBER: d Via. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WiTH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 12 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. NOT FOR I %C SIT J /r MIN REVISIONS: SCHDS REVISED 08/06/2013 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - 45 L65. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE 4"DIA.MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners,hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored RAFTER JACK STUDS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. � 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete cn footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall ILI be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTIONAPPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers STAIR RAILING and nuts at 16"o.c. ROOF I LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 6). Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE }o.g dIleo( s> s to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM F RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. h-r-I Q HANDRAILS 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER for any contact with ACQ. U POST HANDRAIL NOTES: r1•I �' TOP PLATE TOP PLATE All required handrails shall be of one of the following types O O BALUSTERS or provided equivalent graspability. U RIM/DECK JOIST o 1).Type I. Handrails with circular cross section shall have an OPEN BALUSTER ATTACHED TO WALL WALL STUD -0 WALL STUD o outside diameter of at least 1-1/4 inches and not greater than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECT-ION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BF CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type If. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a 4"DIA.MAXIMUM GIRDER/HEADERmaximum of 2-3/4 inches. Edges shall have a minimum radius of 0.01 inches. W GIRDER/HEADER O W ° ° NAILING SCHEDULE Z JOIST POST/COLUMN ° ° � O o ° ROOF SHEATHING: y� � x ZD POST/COLUMN NAIL NAIL ✓ O U JOINT DESCRIPTIONNOTES QTY. SPACING11 11 if 11 0 U iLu STRUCTURAL PANEL gd AS PER TABLE 3.8 GIRDER/HEADER WFCM-SBC POST-TO-GIRDER/HEADER CONNECTION_ ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH DEC PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE Cf) o OVER PARTITION WFCM-SBC LAP NAIL rn C U ACH FACE 0 Lmn C ® ' STU TO RAFTER WCOLLARTFCM ASCM SBC TABLE PER 4 END NAIL m o BEARING PLATE r' p GIRDER BLOCKING EACH TOE O x o 2 -8d COMMON tt 5 � TO RAFTER END NAIL w RIM BOARD EACH END v LO 00 ° • 2-16d COMMON o • Q TO RAFTER END NAIL I �' ° U WOOD JOIST M � WALL FRAMING: x a� LEDGER I 1 ••'�"• JOINT DESCRIPTION NAIL NAIL NOTES a U `...° ° GIRDER/HEADER I I CONCRETE PIER ." QTY. SPACING 00 v WOOD JOIST - �•� TOP PLATE TO PER 0 W WOOD JOIST TOP PLATE 2-16d COMMO FOOT FACE NAIL TOP PLATES AT 4-16d COMMOIN JOINTS FACE • INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 2-16d COMMO 24" FACE CEILING JOIST TO BLD .CONNECTION (MINIMUM) STUD O.C. NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I 1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE LOCATION USP NUMBER DESCRIPTION APPLICATION W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM HEADER ALONG EDGES NAIL ROD 16d COMMON F-+ IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TO ALLOW FOR SHRINKAGE. V REQUIRED I I PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE O BOTTOM PLATE TO: M I FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER OOT FACE NAIL FLASHING TUCKED UNDER I I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. DECK FRAMING: PIECE OF SIDING BELOW THREADED ROD94 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING CONNECTED TO BLDG. @16"OC POST JOIST TO: 4-8d COMMON PER TOE MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL WOOD.OIST END DISTANCE BRIDGING 2 -8d COMMO EACH TOE x TO JOIST END NAIL �✓ BLOCKING p BLOCKING EACH TOE o ...• - MINIM M s TO JOIST 2-8d COMMO END NAIL FLOOR FRAMING 2x JOISTSo 'o END ANCE BLOCKING TO: •o ,; :• �','• 12NUN12" W V A V SILL OR TOP LATE 3 -16d COMMO BLOCK NAIL •' ::. 'o ••g•, CONCRETE FOOTING WOOD GIRDER v V 1 BLOCKING FOR ,`�v v .1 kA� LEDGER STRIP EACH FACE JOIST HANGER 3 -16d COMMO � A lam, LAG BOLTS v JOIST ON LE GER JPPEIR TO �. a � ' �� C 3 -8d COMMO s3 o TO BEAM JOIST N „- 1j� ,.' HOLLOW COLUMN UPLIFT RIM JOIST/BD. ' SIMPSON STRONG TIE MODEL STRRI/2BAND JOIST PER 4` ` 10 OeDECK POST FTG. CONNECTION 3 -16d COMMO �► SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONS TO JOIST JOIST +1 DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION '_ .f PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND BAND JOIST TO: PER r USE WITH RT10 TYDOWN ANCHORS 2-16d COMMO T ` "�''` ` a SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT µ ?_ w 4t-YW.:<, JOB#: DEC PORCH LEDGE CONNECTION u 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING "FBF` ► 3 JULY 3,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 13 MANUFACTURER'S WARRANTY AND SHALL BE INSPEZTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. r 7d, 7 REVISIONS: SCHDS REVISED 08/06/2013 WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS] TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TOAVALL ASSEMBLY: DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 W precautions and programs in connection with the work. 'there are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 _ 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F" 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE IO1 Z INTERSECTIONS 4- 16d COMMONEA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE O Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable codes. TYP P STUD O.C. NAIL W U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: �D 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® SEE FLOOR PLANS O P4 such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL rn H in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: a FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and ,Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. 4 - 8d COMMON QTY. SPACING 20 LBS. 120 6 SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. L/] anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD F, 6 maximum lifts (layers). along the open ceilingart of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 W 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. g 3 - "16d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. TO BEAM JOIST NAIL j.J_j DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES o 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Uniess otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END 00 FU-+ the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, �..I U MM 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE 2 - 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. F-+-I Girders on concrete piers shall be anchored with proper steel connectors anchored FOOT - SEE NOTE: ] 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. FH EATH I N "• For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Posts 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ) g g g JOINT DESCRIPTION N Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) M "1' 6 0 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. o� 12 r �; where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x -» U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS =0 m m o WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 .0 � 4 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 'ts 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored Z � �, openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL 0 00 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED INSCHEDULE NOTES ONLY. 9 and blocking where applicable. QTY. SPACING 0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 YP g' 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall I~ a, 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. , U anchors where applicable to all connecting joists. P LU M B l N G NOTESIt M - cn 7/16" OSB 3" O.C. EDGE N aJ � -° 6d COMMONv 6). Double u floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w P J P J PP Y� g g P .c� Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. '0 WALLBOARD 5d COOLE'RS 10" O.C . IELD on plans. 3 . For exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick micr�olams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g " FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the QTY'. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3 V where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE ).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 8d COMMON, O 1" OR LESS 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTES:� as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full dill system data and requirements the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. .In concealed spaces of stud walls and partitions,includingfurred spaces,at the ceilingand floor equipment supplier. p g )• Y coordinate ay qremens w 1)levels.Concealed horizontal furred spaces es shall also be fir blocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing � Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorshear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 5/8" thick moisture-resistant sheetrock. SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of Ceilings over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 5/8" sheetrock. All walls to be taped and finished. g" p q 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 444 3 fi 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. ti'<a � fir.! 'ro 'J � � DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to T f' .j4 ;: #: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. �' JULY 3,2013 SHEET NUMBER: PAINTER TO PRIMA AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 14 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. 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