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HomeMy WebLinkAbout37824-ZTown of Southold .< P.O. Box 1179 co o _ 53095 Main Rd L 4A Southold, New York 11971 CERTIFICATE OF OCCUPANCY 4/16/2015 No: 37510 Date: 4/14/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 40 South Ln, East Marion SCTM #: 473889 Sec/Block/Lot: 37.-6-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/4/2013 pursuant to which Building Permit No. 37824 dated 2/22/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR Corrected on 4-16-2015 for additional electric certificate The certificate is issued to of the aforesaid building. Brenner Ellen 2007 Trust SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0058 01-14-2014 ELECTRICAL CERTIFICATE NO. 37824 01-08-14/04-15-15 PLUMBERS CERTIFICATION DATED 11-14-2013 George J. Berry Jr ,tbffrizqdsignafure �4��Su�FOl,�coG� Town of Southold 4/14/2015 P.O. Box 1179 o _ 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37510 Date: 4/14/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 40 South Ln, East Marion SCTM #: 473889 Sec/Block/Lot: 37.-6-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/4/2013 pursuant to which Building Permit No. 37824 dated 2/22/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Brenner Ellen 2007 Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED R10-12-0058 01-14-2014 37824 01-08-2014 11-14-2013 George J. Berry Jr ut rize Signat re //` �SU otK�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES - WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37824 Date: 2/22/2013 Permission is hereby granted to: Brenner Ellen 2007 Trust 27 Club House Ct Jericho. NY 11753 To: Additions and alterations to an existing single family dwelling as applied for per Trustee approval. At premises located at: 40 South Ln, East Marion SCTM # 473889 Sec/Block/Lot # 37.-6-4 Pursuant to application dated 2/4/2013 and approved by the Building Inspector. To expire on 8/24/2014. Fees: CO - ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $951.60 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . Certificate of Occupancy -.New dwelling $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. �a rpt 2 z 2 V 11 New Construction: Old or Pre-existing Building: x*' (check one) Location of Property: % !� �>(� Q r &>{ alld, A (, dC �r c_.f j� (` I(/Yl-� House No. Street 4/0 Sp � � [ C, __qHamlet Owner or Owners of Property: J ne-I'Vj er Suffolk County Tax Map No 1000, Section Block 66 Lot b Subdivision Filed Map. Lot: Permit No.—Date of Permit. Z -2Z-13 Applicant: r/ccn, Y3tc.ilCtt_,:1�c_ Health Dept. Approval: UZ Underwriters Approval: t/ Planning Board Approval: ------ Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ (� 6 d��� Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 SOUIy� o s �4UNM BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roqer.riche rt(a)-town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Brenner Address: 40 South Ln City: East Marion St: NY Zip: 11939 Building Permit #: 37824 Section: 37 Block: 6 Lot: 4 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 Commerical Outdoor X 1st Floor New Renovation X 2nd Floor Addition Survey Attic INVENTORY Service Only X Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures Ld TVSS El Other Equipment: 1-10KW generator with 200a transfer switch Notes: Inspector Signature: Date: Jan 8 2014 81 -Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pF SO!/l�O� CA f � aQ �4UNT`0,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(cD-town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Brenner Address: '40 South Lane City: East Marion St: New York Zip: 11939 Building Permit #: 37824 Section: 37 Block: 6 Lot: 4 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 Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 12 Twist Lock Exit Fixtures TVSS Other Equipment: Up Grade Electric Fixtures In Bedrooms & Bathrooms, 2- Exhaust Fans, 3- Paddle Fans Notes: Inspector Signature: Date: April 15, 2015 IT Electrical 81 Compliance Form.xls Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD O]EATIF.ICATION Date: Building Permit No. . LL, Owner:tP (please print) Plumber: CiZA�y'�/�•P�� �•�_. `c�S —lyC� (please print) Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VXM1. LOPER Nary PUbUt Wolf New Ymk No. 01L00070081 "l asku olk�unty r+L� oa t (Plumbers ) . Sworn to before me this / day of A) . , 20 13 Notary Public, 0 IJLCounty 7tfsoUIyo o � o WO,l��c TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION.[ION 1ST [ ]ROUGH PLBG. ( ] FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) ] INSULATION ] FINAL - ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE �V/ 2-2-113 INSPECTOR r: -% S2:, y 11/7'relooulm1*01 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FQtlNDATION 1ST [ M FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) [ REMARKS: �v C ie ] ROUGH PLEIG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE o � �3 INSPECTOR 3 �o��oF so�lyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - REMARKS: DATE 9 INSPECTOR SOUIyo<o • �o Ni'1,�� y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ [ j FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION V4-,ELECTRIC'AL (ROUGH) [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) INSPECTOR % o�aOF SOUj'yo o�ycOU N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ]FOUNDATION 1ST [ ] UGH PLBG. [ ]FOUNDATION 2ND j INSULATION [ ]FRAMING /STRAPPING [ ]FINAL. [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE � INSPECTOR ��6 3 2S)2-, (�e z - OF 50Ulyolo N O holy 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) m DATE L' Y INSPECTOR � SOAl Uryo6 A TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST [ ]ROUGH PLBG.. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) k ELECTRICAL (FINAL) REMARKS: DATE '?fin % INSPECTOR' ` I IJ , SOpT�olo epN TOWN .OF. SOUTHOLD BUILDINGCDEPT. 765-1802 INSPECT -N [ ] FOU, ATION 1 ST [ ROUGH PLUMBING [ ] F NDATION 2ND- [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE .& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 4- DATE INSPECTOR 1 378y`� OF SO(/r�o� cOUNTY,N"' TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTIO'N' ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATIQN [ ] R GH PLUMBING [ INSULATION I l FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION C I "ELEICAL (FINAL) [ v] CAULKING REMARKS: ®k., -; e � - DATE-. A INSPECTOR-1Y2� IJ 3 OF SO(/T how olo o�yCOUtm,N TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION.' [ ] FOUNDATION 1 ST [ ] RO GH PLUMBING [ ] 'FOUNDATION 2ND [ ] SULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT -PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING Q�MeQ�c. DATE INSPECTOR J TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved 120 Disapproved a/c Expiration 20 PERMIT NO. 31.O Diq ITPN , FS0UT„HH,%D BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: L6kAd,;'r�L- Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date O. 01 , 20 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`coimmenced within 12Inonths after the date of issLiance or has not been completed within 18 months from such date. If no zoning:airiendments 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. d. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag t, are itec ngineer, general contractor, electrician, plumber or builder Mame of owner of premises _ �,( rIA2 /J%Z eA.WCtZ 6-610-1 / (As on the tax roll or latest deed) ` If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No, Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section 37 Block Hamlet 0 Co Lot 0 ¢- Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51 N 6 C_r� , /Vj b. Intended use and occupancy W 3. Nature of work (check which applicable): New Building Additions Repair Removal Demolition Other Work— V Alteration ✓ (Description) 4. Estimated Cost Fee 1'n (To be paid on filing this application) 5. If dwelling, number of dwelling Lulits RPRu,mber of dwelling units on each floor If garage, number of cars 6. If business, commercial ;;orr�mixed /ooccupannc.,yspecify nature and extent of each type of use. J7. Dimensions 'of existing structures, if any: Front Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front Rear Depth Height. 2��Number of Stores y . , f t � yo���✓ 9. Size of lot: Front' Rear // Depth Rear 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES ✓NO 14. Names of Owner of premises2rw�'Z �Addres� Phone No. Name of Architect CC /*ke &rt.- Address Phone No %�7 g ¢l �✓^ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V""NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES , NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO c/ 1, IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SQ/� �� GC �C f�G✓�, Z being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, state of Now York (S)He is the Nm- 01 R1 mi P.rn-rn (Contractor, 4(gentorporate Officer, etc.) Commission Expires April 14, 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. Swor 1 to before me th' � ' day of� G. 20 Notary Public ' Signatu •ef A opplicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,-IINEW YORK: PERMIT NO. 7925 DATE: OCTOBER 17,2012 ISSUED TO: ELLEN BRENNER 2007 TRUST. PROPERTY ADDRESS.-. A6, SOUTH LANES EAST MARION SCTM# 37-64, -AUTHORIZATION Xq thpprQvis ions,of Q.hap qq.275. of the Town Code ;qf,the Town of Southold and in . . w it the Re'solui` 17.2012, and accordanceifi ion of ifie 136i�S of f Tru'stees adopted 4 the meeting held October i * i It in consideration of application fee in the sum of $250.00 ipaid by Maik'S61iiy and to the - - and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the fol 9., Wetland Permit to removethesouth wall of kitchen- andloundation and set within setback; kitchen to bel'&iended 717"x167 on south side; an 11'x12' expansion on north;ivest corner for bath; existing bilco entry to be replaced; replace open*m 951 interior alterations to house and porch; replace septic system and install drywells, and new. diriyewan and as,-depiqte4--on-the site plan prepared,�by.Mark:K. Schwartz, AIA Architect, PLILC, last dated September 25, 2012 and. stamped approved on October 17, 2012. IN WITNESS'WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents t6lbe subscribed by a majority of the said Board asof-this: date.. John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King Charles J. Sanders Dave Bergen BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 0958C Date: March 10, 2014 At 40 South Lane, East Marion, New York Sfiftfoyk-�G - "bi'Tai Map #5'7-'64 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 10, 2012 pursuant to which Trustees Wetland Permit #7925 Dated October 17, 2012, 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 The certificate is issued to ELLEN BRENNER 2007 TRUST owner of the aforesaid property. � Jim Authorized Signature BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Ken Schneider http:Hsoutholdtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF.SOUTHOLD. Tel. (631) 765-1809 • Fax (631) 765-9064 OCT9 D C — d ems BLDG. DEFT. TONIN OF SOUTHOLD FINDINGS; DELIBERATIONS'AND DETERNIINATION MEETING OF SEPTEMBER 19, 2013 ZBA FILE: 6676 NAME OF APPLICANT: Ellen Brenner 2007 Trust SCTM# 1000-3 7-6-4 PROPERTY LOCATION: 40 South Lane (Oak Court) (corner Old Orchard Road) East Marion, NY SEORA'DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application -and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued ifs reply dated August 13, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: The relief, permit, -.or interpretation requested in this application is„ listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION• The subject parcel is 10,535 square feet in an R-40 District. Itis a corner lot subject to two front yards. It fronts South Lane (Oak Street) for 57.28 feet and Old Orchard Road for 133.93 feet. The eastern property line is 123.66 feet and the southern property line is 94.88 feet. The parcel is improved with a one story frame house, all as shown on the Survey of Property, prepared by John Metzger, L.S. dated May 2, 2012, last revised on Nov. 6, 2012. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's. June 20,.2013 Notice of Disapproval based on an application for building permit to construct second story addition and patio addition to existing single family dwelling: 1) less than the code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet, 3) less than the code required minimum side yard setback of 10 feet. RELIEF REQUESTED:. The applicant requests variances for; 1) a.rear yard setback of 28.5 feet where the code requires 35 feet, 2) a front yard setback of 20.3 feet where the code requires 35 feet and 3) a side yard setback of 1+/- feet where the code requires 10 feet, all as shown on the Site Plan of Brenner House, Additions & Alterations, sheet S-1, prepared by Mark, Schwartz, R.A, dated June 11, 2013. f ADDITIONAL INFORMATION: Applicant's agent submitted several variances that were granted in the area with similar setbacks. l Pw)e 2 of 3 z September 19, 2013 ZBA#6676 — Brenner SCTM#1000-37-64 .FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The -Zoning Board of Appeals'held a public hearing on this application on September 5; 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 makes the following findings: 1. Town Law &267-b(3)6)(1). Grant will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed second story addition is consistent with the character of this neighborhood and the proposed expansion of the existing patio with its proposed retaining walls and steps will not be a detriment to nearby properties because the patio will not be enclosed.. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant to construct a second story addition cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling exists with'the nonconforming 28.5 foot rear yard setback and a second story addition at this location will also require a setback -variance. The benefit sought by .the applicant can be achieved by some method, feasible for the applicant to pursue; other than an area variance. The applicant could construct the patio at a conforming front yard and side yard setback location. However, this would greatly reduce the size of the proposed patio and limit its functionality. 3. Town Law §267-b(3)(b)QJ,' The variance granted herein for a 28.5 foot rear yard setback is mathematically substantial, representing 19% relief from the code. However, the dwelling exists at this 28.5 foot setback. The variances granted herein for a 20.3 foot front yard setback and a 1 foot side yard setback to the proposed patio retaining walls is mathematically substantial, representing 42% and 90% relief from the code. However, these setbacks are to a patio that will be open to the sky. 4. Town Law 4267-b(3 (bZ )(4) No evidence has been: submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions .in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it ispresumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a of constructing the proposed second story addition and patio addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dantes, and duly carried, to GRANT of the variances as applied for, and shown on the architectural drawings prepared by Mark Schwartz, R.A., sheets S-1, S -la, S-2, A-1, A-2, A-3, A-4, A-5, all dated June 11, 2013 CONDITIONS: 1. The patio shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. $age 3 of J* — September 19, 2013 ZBA#6676 — Brenner SCTM#1000-37-64 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not- authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes. Absent was: Member Horning. This Resolution was duly adopted (4-0). Leslie Kanes Weisman, Chairperson Approved for filing9 q ) /2013 Town of Southold - Chapter 236 - Stormwater Management '1 SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) AP UCANT NAME: Qwner -Agent- consultant -Contractor or Other (ClrcloOns) PropertyOWNER.(IFDifferentthanApplicant) c w ,- I A-0 102 7 7W u r -T— Address:o 101O�tt: (/ Gv6 J✓ Fa: N. Telephone 8: 734- `F ti tS rl j.? Tabphone 1: Fax M. E -Mail E -Mail: Properly Address: 10 ('O t J,. / L�-�� v /T B t) ippon of Construction Activity, P!ropos4Shuctm d BMps, Sort Stabali ation BMPs, Project Scope and/or Sequence of Construction Activity lftvWs Adfdmal Papas as Neeom) -�/ _I-- � v'f_tC_,"p�---►�-'-+--'✓'A- /• -- ------ -------------------------------------------- --------------------------------- -------------....___-___-.. -------------------------------------------- -------------------------------------------- ......_...__...—_.....—.....__..— __.____._..._._.._ — _. •• .-._------------------------- SX-T.M.M: 1000 ohmet section B Lee � �I n ` VA.) Nene of Contractor and/or confect Person Responsible for Implementation of SWPPP: Address: Telephone Faxtk E-Maul: Name of Persons Responsible for Installation 8 Maintenance of Erosion control Practice: ddress: Telephone #: Fax A E -Mail: Total Area ofAf '� C 9 TotaIArea ofLand Clearing ��%DD Project )'arcus; �i author Ground Disturbance: . 1—) 1) (SF./Aeras) Pro)ectEluranon: start End (Anticipated) J S 0 Date. f Date: VVIII this Project Dlsturbe five (5) or More Acres at Q Any One Time During the proposed Development? Yes No RYES: Please Ansvr rtha Followingl a. Does the Applicant have a Qualified inspector On Q Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site Q rwi Inspections win Occur and The What Period of Time 7 Yes No c. Does the SWPPP Adequately Identify All Temporary F-] and/or Permanent Soil Slabalfzation Measures ? Yes No d. Does the SWPPP Adequately Identify a Complete' 0 0 Project Phasing Plan ? Yes No e. Does the SWPPP Indicate Additional Site Specific Practices that WIII be Utilized to Protect Water Quality ? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review Q 0 by the Town of Southold 7 Yes No List the NAMES or description of all Potentially Impacted Watedmdies a"or Wetlands: -----GA4le: gA7L __ 4 CAof✓--- . -- -- ------------- ST ATF. OF NEW YORK,Sv G U CO T OF . ! rG �' No. OI BUB185050 .......... SS Qualified in Suffolk Cornrrlisst ( n - County That I . ............. ���i G`� T " �'i"' be nZ'g drily swum, deposes and says that�ielt�pis tePi eP4i�at`I1LarF Name of individual signing Do ) etlttlt, Andthat he/she is the .............................................. .�......... Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be peiformed in the manner set forth in the application filed herewith. Sworn to before JJjj��me this;, :..._ ... ...... ,....._ day of ..h_..- - 20 13 Notary Public:..........! 1�`�P.. ... ....................... .... . . ..J ..................... SWPPP Assessment FORM: 03-12 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NI' 11971-0959 Telephone (631) 765-1802 CJ (631) 765- 5 roger richert(a, own.sout O .nV.US BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: .3 Company Name: LFC,"G Name: (J.A 9,z_Lo License No.: (F —,F, Address: p 0 D,- �/c — %SO Ur' k Q c_� Phone No.: 6 JOBSITE INFORMATION: (Indicates required information) *Name: /�2! TG/L 1EGt5✓J f% *Address: 11cr) So U Pi %t 40 6-J4CE 4!5Z� Jam' 11? 0? LZJ, nJ *Cross Street: 4�5 4-P2 p (r 2.D *Phone No.: 766— ls_,�Fe7l Permit No.: _-7-7F oZ 41 Tax Map District: 1000 Section: 3�_ Block: Lot:_ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) A ©b / ,0,4is (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed) *Service Size: 6EasD *New Service: Re -connect Additional Information: Form 3Phase YES /&D Rough In Final ES NO 100 150200 300 350 400 Other Underground Number of Meters I Change of Service Overhead PAYMENT DUE WITH APPLICATION /�z 0 *J /i/ te arzJ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 t soroewn.ouJola.ny.us BUa DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: -4116!� Company Name: 06 S FL --- L% � C - Name: License No.: Address: ��_ �0,V- Phone No.: s -z / 6 JOBSITE (NFORMATION: (*Indicates required information) *Name: *Address:' *Cross Street: *Phone No.: Permit No.: Tax -Map District: i C)LP '7- 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) e" 001-11��ql -3 Lot: SLJ c (Please Circle All That Apply) *Is job ready for inspection: YE NO. Rough In Final *Do -you -need a Temp Certificate: YES 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 PC1f I'� r I .82; -Request for Inspection Form (2e c-, Sjo� I��iDl OCT 2 7 2014 BLDG. DEPT. TOWN OF SOUTHOLD /0 J -r) -7 /l20(1( f� c, -,j Ld VL, , LOT NUMBERS REFER TO "MAP OF SECTION TWO OF SCDHS Ref. * R-10-12-0058 GARDINER BAY ESTATES" FILED IN THE SUFFOLK SURVEY OF PROPS !� COUNTY CLERK'S OFFICE ON SEPTEMBER 25, 1927 G AS MAP NO. 275. AT EAST MARION, c- PROPOSED SEPTIC SYSTEM TOWN OF SOUTHOL&> z- (4 BEDROOM MAX) l SUFFOLK COUNTY, N . [1] 1,000 GAL. SEPTIC TANK �G� 1000-37-05-04 �� o [2] 6' DEEP x 8` DIA. LEACHING POOLS •+- SCALE' 1'-20' Q �.VN, MAY 2, 2012 -- _ NP�E6 MAY 8; 2012 (PROPERTY CORNERS S!? T� J AUGUST 17, 2012 (PROPOSED SEPTIC `S�(-STE� J 10.8 - PROP. ELEVATION J� NOV. 6, 2012 (WATER SERVICE) NOV. 18, 2013 (FINAL) 00 IPA F2oc" bc �- ` 9 V UTILITY �- �, v0 L POLE O O I0 ` / O \m a®C S' �= I FS O ,•I 1•� , / lO ;. �. 0- 30.4 �O 9 1 0 �� A o ern q6 moo.ED I CD 0. cx Tr �� �� •uA, "0 I \. - �.� n .may ,. Arn Gm90F� R W 22.9' 6Do 4 ± 66 i ® ® 00 -n 0 -. En G ® t7: 1 �` �y0 < 4Y. \ 3 \ �6• 19. APV / yiP ,r1 2 . CL O 1s0 \�F BRICK s V ROS F w15 w 8 / p9 "p'� °mc 6,� 01 l�� G Septic' System .Measements ��ti O \Q /, Vie.'OPy iv ' A' 'B' 09y9 �9° .00. c��/c��j��$ 10R\�,0'( 6 ST 57.5' 26 -.Lp t 443' 1 3Qat LP#2 •71 17' Q TEST ,HOLE DATA BY McDONALD GEOSCIENCE 4/26/12 EL. 9.7'' DARK BROWN LOAM OL AREA=10535 ' SO. FT. --- � BROWN CLAYEY SAND SC_ --- 3'.. ELEVATIONS REFERENCED TO N.A.V.D. BROWN SANDY CLAR CL FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H ___ 6- SEPTEMBER 25, 2009 I am familiar with : the STANDARDS FOR APPROVAL PALE BROWN FINE TO MEDIUM SAND' SP AND CONSTRUCTION OF SUBSURFACE SEWAGE EL 0.1' WATER DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 4SoF NE1 y WATER IN PALE BROWN FINE TO and will abide by the conditions set forth therein and on the )b� MEDIUM SAND SP permit to construct. ,N�T' The location of wells, cesspools_ & public water shown hereon ar * 7S4 ri / from field observations and or from data obtained from others.w r" Y. S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION " T1s OF SECTION 7209OF 7HE NEW YORK STATE EDUCATION LAW. NIC SURVEYORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS `� �� d~;� 1) 765-5020 FAX (631) 765-1797 HEREON ARE VALID -FOR THIS MAP AND COPIES THEREOF ONLY IF 4ATM �� 0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET-' q �j_162 WHOSE. SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 liG A INV. EL. 9.5' EL EL. ON DARK BROWN LOAM OL 1.0' BROWN CLAYEY SAND SC 3.0' BROWN SANDY CLAY CL 6.0' PALE BROWN FINE TO SP MEDIUM SAND 9.6' WATER IN PALE BROWN SP TO MEDIUM SAND E 1 17.0' TEST HOLE DATA BY McDONALD GEOSCIENCE 4/26/2012 SITE DATA: DESCRIPTION: FIN. GRADE: 11.5' LOT COVERAGE: FIN. GRADE: 10.5' FILL: 4" APPROVED PIPE 1' min. EL. 10.2' 4" APPROVED PIPE 1' min. EL. 9.3' min. 1/4"/ 1' 2.500 SQ. FT. In. 1/8" / 1' ! O e_ 0 gel. INV. FL. EST 9.2' INV. EL. I 8.7' INV. E B' dia., 6' deep 8.5' 8' dla., 6' deep EXISTING HOUSE. 14.1% LP LP EXISTING ENC. PORCH: 243.3 SQ. FT. 3' CLEAN' ' EL. 3.3' 3' CLEAN EXISTING TO REMOVE: -5.1 SQ. FT. SAND COLLAR 1 CU. YD. SAND COLLAR • O GROUND WATER: EL 0.1' DARK BROWN LOAM OL 1.0' BROWN CLAYEY SAND SC 3.0' BROWN SANDY CLAY CL 6.0' PALE BROWN FINE TO SP MEDIUM SAND 9.6' WATER IN PALE BROWN SP TO MEDIUM SAND E 1 17.0' TEST HOLE DATA BY McDONALD GEOSCIENCE 4/26/2012 SITE DATA: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY. 10.535 SQ. FT. .24 ACRES ESTIMATED AREA OF GROUND DISTURBANCE: 2.500 SQ. FT. O e_ EXISTING HOUSE. 1488.4 SQ. FT. 14.1% EXISTING ENC. PORCH: 243.3 SQ. FT. 1.4% ' EXISTING TO REMOVE: -5.1 SQ. FT. •0.05% 1 CU. YD. 2 CU. YD. • O RETAINING WALLTO REMOVE: 5 CU. YD. 8 CU. YD. PROPOSED ADDITIONS: 1775 SO. FT. 1.7% 34 CU. YO. 8 CU. YD, RETAINING WALL6 PATIO (1000 SQ. FT.) 12 CU. YD. 130 CU. YD SEPTIC SYSTEM TO REMOVE 20 CU. YD. 30 CU. YD. PROPSED SEPTIC SYSTEM: 50 CU. YD. 25 CU. YD. PROPOSED DRYWELLS: 15 CU. YD. 5 CU. YD. TOTAL 1904.1 SQ. FT. 17.2% 137 CU. YD. 20B CU. YD. i PHOTO SHOT HAY BAY w/ SILT FENCING TS OF CLEARING TO E NOIMORE THAN 20' ROM f1111,1111 RK AS INDRCOAPTON SOED SED OITE PLAN PROPOSED ADDITION JE 17S AND BOUNDS BY: PECONIC SURVEYORS NYS LIC.: 49618 MAY 2,2012 W z SOUTH LAN E - FLOOD ZONE LINE N-586518 0" --57.2' EL E uj \ ' \/y,• I TRUNK - I ..,, In 0 I ELI co LIN -=III Q1 2'•4'die. I �_ LP' TRUNK , T NK Z NE AE I�- (EL. 7) E 11= Idl" \ / • %I NG 6tlle'SEPTICI I I K 1 im 0 V F CONSTRUCTION •, j STM, 44.9TU PKUPI:RI Y HOUSE FF 12.6' keV/�D `- .� C TRUNK UCTION DUMPSTER , IFPT•F I©IZ-� .1 MIN ON SITE FOR I OF CONSTRUCTION 1 EL. 6' ----- --------------- • n EL la E '2 $TY8 d[a.. 5'de W. EAC. : . DRYWELI '1 POI9cH HOUSE INTVRIOR 1 ALTFSRATIONS: FF 12,61 E I EL. 10' ' 1 ,1 ,E ,1 1 INT IOR EL1a tc'l. NE4Yk PAT10 AJrTERA�'IOj�15 ' 2 . �ON 6P4 DE y 38.7' TO PROPERf O I _Y0.1' TO PROPEBT4 O \ M % EL 4 EL 1' 94.88' N/O/F THORP w LINE 4 2B.5' TO PE TY Uhl c EX. RET.'VI1AJ TO BE REMOVED...... y7`� ,. - EX. RETAINING WALL EL 8' \ S-58058'30" W 9.6' EXISTING FLOOD ZONE (TO BE REMOVED) LINE SITE VAN RIDER PLAN SCALE: I" = 20'-0' JOB q: December I. 2012 SHEET NUAlBER: S-1 z Q W O e_ `d � a O JOB q: December I. 2012 SHEET NUAlBER: S-1 HOUSE No. 2: 33.0' HOUSE No. 3: 31.0' HOUSE No. 4: 24.0' HOUSE No. 5: 13.0' HOUSE No. 6: 4.2' AVERAGE SETBACK: 23.7' WEST ELEVATION SCALE: 1/8" = 1' SCALE: 1/8" = P REVISIONS: 0 U � a a U � e s 'w z r.o d H W W w W za d � W x �o W DRAWN: MH / MS SCALE: 1/4"=P-0" JOB #: December 18; 2012 SHEETNUMBER: A-1 0 I DoN I _ M N' o ® - I ®. in if— ell = .1 = �. _ `,y 1 - = = SOUTH ELEVATION -o N 1111111 If If [111 11 11 11 1111 IY III I IIIIIIIIII 11111111111llLi fill L -j Lu 0 -- - - NORTH ELEVATION SCALE: 1/8" = 1' EXISTING SOUTH ELEVATION SCALE: 1/8" = 1' ® 0 u - EXISTING NORTH ELEVATION SCALE: 1/8" = 1' REVISIONS: All�',/i. O Mi N 'ICU agt e v m z m U e c S a z 0 0 QF W o� aw ax x A zz d w w O v' O v� DRAWN: ME /MS SCALE: 1/4'=P-0' JOB 4: December 18, 2012 SHEET NUMBER: A-2 REVISIONS: gj�i All:..-: 0 U � � r b x e a z 0 o C H z oW A d W to 0 �o GA DRAWN: MH/MS SCALE: 1/4'51'-0" JOB #: December l8, 2012 SHEET NUMBER: A-4 r REPLACE BASEMENT DOOR BI CO UNIT (VIF) A - - (NEVI) E%. 30•%54' WINDOW - EX 30'x54' WIND V_ 7'-7" TO BE REPLACED WITH TO BE REPLACED ll' -51h" E%. 32'%59•WINDOW IX.14'X3fi'WINDOW EX DBL 37°X54'WINOOW SIMILAR SREWINDOW SIMIIARSILE WIN TO BE REPLACED WITH TO BEREPLACEDWITH TO BE REPLACED WITH (EXISTINGTRIMTO REMAIN) (EXISTING TRIM TO R. IN) NEW EGRESS WINDOW SIMILAR SIZE WINDOW NEW EGRESS WINDOWS TO BE STAINED TO BE STAINEC TW3046 M0210 TW3D46.2 .TW2442 TW2442CW235 ® (7) 9 -IR ML HDR IXIfTIIN E%. BENCH EXISTING . i i : i 1p'p IX. BENCH ELT.IN ......�. G ................ .... R.... BLT. M FLUSH HEARTH UW UP REPLACE E%IfTING ,, EX, BATH HEATILATO0. B ' ' d EL. 10.0' EX, SITTING ROOM CXO Lsg z� NfwflAlRe (30 EXISTING BEDROOM ---------------- No. 2 _______________ . No•2 " EXISTING POCKET DOOR ....................... ... .. _. ...... _... " , OBE REMOVED, CLOSE J' � J, � � a �� E KITCHEN , , OFF OPENING EX, LIVING ROOM ' , ; �• - - --- �OQ ' E'IXPANDED/ALTERED) ------ -- - 1-dd - 77-77- ---- g -- -7777•--7777-- • 7777-- ••- ' -- 7777--._,i ,-7777•-7777- -••-�- 7777 ---• 11 , , i, :T 2'-6 11 3S C 1 '. 11'-4" —6 1 � � • ' FISTING d` " I11 wATHSIUTNPeu+ STAINED STAINED �) �' I . 5'-0" 6'-4,h" 6 –IIIb" 3'-71' q _p,/,'• 1 cuoRRswFeP cuss cws 'v (2 2X10 HDR 9.1/2MLHD' 9.lY'2 ML EL 10 0' 121 HDTL s.D 2 S + TW2642 , L i i FW 11316RAL FWSU768-FWH60fiBAPLA•FWSL17b8 FWH376°AR FW06068L ___________@LP4[[EX OPNGI @fPUCf E".OPYG.1 IR—. ..4) ............. _- __ SH -k O o C'id j 4, 0„ 2'b LINENI yyQ EXISTING) EW) sH iM X g d 0 o EX. ENCLOSED PORCH F Q �•I �, 7,-3„ 76.1/2°FLOOR DROP• E .N Z , , O„ I BATH No. 1 E v- 7777-----•--7777--7777-' •- - 7777-• •7777 Z Q I ° ^ N EXISTING BEDROOM SH STAINED STAINED Cg U O C EL. 8.O HDR. 5•IR ML HEADER HDIL (HDR G S H) D0.6 (2) 2x10. ® N�1 DR. DR. 0 5'-7” '-10.1 2" '4'-10 1 2" 3'-6" .3'— '-0' . ' 2'-11" 3'-2" —10' 8'-2" '-0' I d `+ 12'-0" g 24'— 4 1 (H a r E L. 8.0 a EXISTING PATIO —ERPAAb�� � A Z 9.111 ML HD0. MOVEE%. XS4'2 ELLCTRICA WINDOW To BE BE REPLACED EL. 6.0' N�R�q/NiN �•x,,a ��� EL. 8.0' A``F/•lpo, Q < DRIVEWAY RVRK<nn NE EL. 6.0' w/ BLUESTONE CAPPING REPLACE PAVEMENT WITH PAVERS ir. NEW STAIRS w/ BLUESTONETREADS AS SELECTED BY OWNERS. INSTALL ' Py PER MFGRS. REQUIREMENTS. N — - 1ST. FLOOR PLAN SCALE: 1/8" = 1' RE -BUILD RETAINING WALLS RE-BUILDRETATURE WALLS RIVERROCES NNE C kP ONE PROJECT NORTH RIVE0.R UE CULTURED STONE w/BRS E/BNECAPPING 5 w/BLUESTONE CAPPING NEW STAIRS w/BLUESTONE TREADS 1). MATCH EXISTING PLATE HEIGHT FOR ALL NEWWALLS. - 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFR STUDS AT 16' O.C., 3). EXTERIOR SHEATHING TO BE 1/2° THICK FIR COX PLYWOOD. �.Q, �. EL. 4.01 4). PROVIDE 2.2x10 DF®2 HEADERS OVERALL OPENINGS UNLESS _ OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACKS UDS ON EACH SIDE FOR MICROLAM HEADERS. 5). WINDOWS AND EXTERIOR DOORS TO BE ANDERSEN 400 SERIES. GRILLES TO BE 1-1/R' WIDE SOL W SPACER BARS. INCLUDE SCREENS AND STANDARD HARDWARE FOR WINDOWS AND BRASS HARDWARE FOR DOORS. 6). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 7), INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT RI9 AND 2X4 WALLS AT R13. B). INSULATE CEILINGS WITH R30 INSULATION. 91. Al 1. NEW WAI.I.S AND CDIJNCS TO RF PROVIDED WITH 1A• mrF ROCK. REVISIONS: mil, 0 d U � �y a y O = 1 a z 0 O O � w Cid O 0 � Imo( A� d Vl O � O O � W/ V' w DRAWN: MH/MS SCALE: 1/4"=1'-0" ]OB #: December 18, 2012 SHEET NUMBER: A-5 REVISIONS: 0 N U h An U C � y � U e e a O Yui ° W � N W z ° o 0 A d W a 0 0 �o DRAWN: MH / MS SCALE: 1/4"=P-0" JOB K: December 18; 2012 SHEET NUMBER: A-6 #4 REBAR WATERPROOF @24"OC ST IP BAC�KFI STONE FACE PREMOULDED COATED EXTERIOR FILLER DOWEL VERTICAL EXPANSION JOINT #4 REBAR WATERPROOF BACKFI @24 -OC ST IP - STONE FACE KEY EXTERIOR VERTICAL CONTROL JOINT SITE DATA: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 10,535 SQ. FT. .24 ACRES ESTIMATED AREA OF GROUND DISTURBANCE: 2,500 SQ. FT, NEEME EXISTING HOUSE: 1485.4 SQ. FT. 14.1% EXISTING ENC. PORCH: 243.3 SQ. FT. 1.4% EXISTING TO REMOVE: -5.1 SQ. FT. -0.05/. 1 CU. YD. 2 CU. YD. RETAINING WALL TO REMOVE: 5 CU. YD. I CU. YD. PROPOSED ADDITIONS: 177.5 SQ. FT. 1.711/. 34 CU. YD. I CU. YD. RETAINING WALL & PATIO 11000 SQ. FT.] 12 CU. YD. 130 CU. YD SEPTIC SYSTEM TO REMOVE 20 CU. YD. 30 CU. YD. PROPSED SEPTIC SYSTEM: 50 CU. YD. 25 CU. YD. PROPOSED DRYWELLS: 15 CU. YD. 5 CU. YD. p" W H TOTAL: 1904.1 SQ, FT. 17.2% 137 CU. YD. 208 CU. YD. DOOM Emmmm ummmm NEEME NEEME, RETAINING WALL PAVERS OVER 1-1/2" SAND SETTING BED, 6" COMPACTED AGGREGATE BASE STONE CAP FINISHED GRADE SLOPE AWAY FROM WALL I I i I I) 11i1 No. 4 REBAR SCALE: 3/8" = 1' B @ I' OC em. 1. MASON AND GENERAL CONTRACTOR TO FLAG OUT RETAINING WALL IN 8. CONCRETE WALLS TO MEET OR EXCEED NYS BLDG. CODE FOR FIELD AND REVIEW WITH ARCHITECT PRIOR TO BUILDING FORMS. CONCRETE MASONRY STRUCTURES. CONCRETE: 3500 psi 2. VERIFY HEIGHTS OF GRADE INFIELD. RETAINING WALL AND FOOTING TO 9. TOP OF MASONRY WALLS TO BE CAPPED. BE BASED ON HIGHEST ('''H") REQUIRED WALL HEIGHT. 10. ALLOW 24 HOURS FOR MASORY TO SET UP BEFORE GROUTING. 3. PROVIDE CONTROL JOINTS IN CONCRETE RETAINING WALLS AT 25' OC +/-. POUR GROUT IN 4' LAYERS, WITH ONE HOUR BETWEEN EACH EVERY FOURTH CONTROL JOINT TO BE AN EXPANSION JOINT. POUR. ALLOW SEVEN DAYS FOR FINISHED WALLS TO SET BEFORE BACKFILLING. PREVENT WATER FROM ACCUMULATING BEHIND 4. ALL CONTROL JOINTS TO HAVE KEYS. WALLS BY MEANS OF WEEP HOLES AND DRAIN PIPE AS SHOWN. 5. EXPANSION JOINTS TO HAVE 12" LONG, #4 DOWELS @ 12"OC. 11. BACK FILL SOIL TO BE COMPACTED TO 90% DENSITY w/ 12" LIFTS. 6. CONCRETE KEYS TO BE USED AS INDICATED ON DETAIL. 12. HEAVY EQUIPMENT USED IN BACKFILLING SHOULD NOT WITHIN EIGHT FEET OF WALL OR EQUAL TO TOTAL HEIGHT (FROM FOOTING) 7. ALL DOWELS AND REBAR. TO BE COATED. STEEL REINFORCEMENT OF WALL. BARS TO BE COMPLIANT WITH ASTM STANDARDS. ALL BARS TO BE SECURED IN PLACE AFTER ALL MASONRY WORK HAS BEEN 13. FOOTINGS TO BE INSTALLED ON UNDISTURBED SOIL WITH A MINIMUM COMPLETED AND BEFORE GROUTING. STEEL: 60ksi BEARING CAPACITY OF 2500psi n z r O O a CU C_ r 2 m ID w Q SOUTH ----- FLOOD ZONE N 5 805 81 q HAY ALES CfYPICAL) 57.29 - EL. %.LZ5 EL. 6/ f+ / EL. $/ W / O TRUNK / ♦�X. �� / rM— O EL. 10 M TEST HOLE 2'-411 dia. - TRUNK T UNK .` Z NE AE .z4 (EL. 7) ZEN E X , �- / l._.. T— T,- RUNK *;' I� J'r y T,NK � , f PORT -A -LAV TO REMA ON SITE FOR DUR TI N� ` OF CONSTRUCT { ;� 4{ TRUNK { CONSTRUCTION DUMPSTER• ` / TO REMAIN ON SITE FOR _ DURATION OF CONSTRUCTIC N J O �F Q NEW ASPHALT EL. 6' + z %10 DPTEWAY EL. 10 PAVERS--- `� \ UJI =' EXISTING ONE STORY , v ►� RESIDENCE 8 dia., 5 dee 0F. F. 12.6' DRYWELL O 2'-8 V TP NY, u 1 PROP SED ` x .� RET:,, ASL t . , { , w EL. 10'Lu A -<j J 28.5' Tb PROPER UNE I . Q PR POSED _ E9,CIS�CING ATIO\ {� �in RISERS EXTENSION pAIO EL. 10' `� `, Elk 10' dia., 5'de WM N DRYWEL —.W O EXISTING EL. T`; 5 / M REMOVE EhSmG M EL EL. s ' ,,,DETAINING WAtL. ,, .', a k'' ,+ ,I'y„.` `> r ^`%�-'`''-7-� r-?._?% _. - -�!r' ('fir-� ,-`.._....-c'-•r�i'-�r") Z e-4 % (-`HAY-BA- ES-fw \` - _ EL. 10' J, �J-, l- . / � , / . � / l . J 'l, rJ-, ��, J', ^J'J, �, ./v1j- 1, 4 - / (^ ..r^, J-. r� r'- (�-� r-� (-•� (-�' -•� (.-.�,� (._�� J.� ' (�,� (^:r (�� ' �'' / ' � /= � I'^=.r (=.� (-�'' (-�'' (=.� (-.' /�/ % � (�'' (-.� (�.�(-=�'' (-=,; (: �= � /-ter (�� (-��` (-��• / �'' (�.� (=•� /--���- (-'• / (=��7=� �l �r (-�•�, (=. / / " / (}7 .j,t;,.� t-�^ I B.B. CURB FI O D ZONE'�� LINE 8L PAVER DRIVES WAY P/O LOT 6 P/O LOT 5 B.B. CURB SITE PLAN SCALE: 1" = 10'-0' LAN E 0 OCT 2013 -r Tr 0, '0I-'- 0, D N/O/F THORP 70 yo Dz��DD�i2Dd5k%"Ila PATIO rtPAeTsIQD\T ONLY 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 11 INSPECTED TO VERIFY ALL WORY, I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING DUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: O W �4 a p" W H W O w IFT� O F-�-i O O o � N iU M G O � fL V wo� v � u 0 0 Lm) � �M u Un u v CU to N C v EIIIIIIIIIIIIIIII w O U) H d V Ln x t~ DRAWN: N4H / MS SCALE: 1/4"=V-0" JOB #: October 03, 2013 SHEET NUMBER: S-1 D. j �j IIIAUG 26 2014 — D E , -PT. n- 7N;T,�101_D REVISIONS: O O E-� U W w � o'8 a z a a Q w Q � W W �O o� W ON 0 r N � O ON Xo '� v T O � }+ w4 u 0 Ln 00o \ V l.f j U ON \p Cn N v o Emol cm w u O u DRAWN: MH/MS SCALE: 1/4"=V-0" JOB #: August 20, 2014 SHEET NUMBER: A-5 SITE DATA: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 10,535 SQ. FT. .24 ACRES 4" APPROVED PIPE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION, DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS ESTIMATED AREA OF GROUND DISTURBANCE: 2,500 SQ. FT. [4"APPROVED PIPE I AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP -LINE OF TREES TO PREVENT INJURY TO THE ROOT EL. 9.3' SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE 109 SITE. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. EXISTIING HOUSE: 1489.4 SQ. FT. 14.1% PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO DE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR TRLJNx ='% '� INT,ERIOR ' EXISTING ENC. PORCH: 243.3 SQ. FT. 1.4% .1 END LOADER. PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXISTING TO REMOVE: -5.1 SQ. FT. -0.050/0 1 CU. YD. 2 CU. YD. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. B). IF THE EXCAVATION 15 DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. RETAINING WALL TO REMOVE: - INV. EL. •; 9.5 5 CU. YD. 8 CU. YD. A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDED) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS INV. EL. I INV. EL. 8.T 8.5 TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. PROPOSED ADDITIONS: 177.5 SQ. FT. 1.70/c 34 CU. YD. I CU. YD. (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. STrgal. RETAINING WALL & PATIO [1000 SQ. FT.] 9.6' EXISTING 12 CU. YD. 130 CU. YD LP I SEPTIC SYSTEM TO REMOVE Y CLEAN 20 CU. YD. 30 CU. YD. PROPSED SEPTIC SYSTEM: W 50 CU. YD. 25 CU. YD. PROPOSED DRYWELLS: SAND COLLAR 15 CU. YD. 5 CU. YD. V1 � TOTAL: 1904.1 SQ, FT. 17.20/. 137 CU. YD. 208 CU. YD. SEQUENCE OF PROJECT: I SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS, HAYBALES, SILT FENCING AS REQUIRED. RUNOFF FIN. GRADE: 11.5' PROTECTION TO DE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS FIN. GRADE: 10.5' OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE NEW ASPHALT 12.0'-_-J ----------------- AREA IS CLEAR. CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE 4" APPROVED PIPE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION, DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS 1' min, EL. 10.2' PRACTICAL. LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED [4"APPROVED PIPE I AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP -LINE OF TREES TO PREVENT INJURY TO THE ROOT EL. 9.3' SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE 109 SITE. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO DRYWELL Q PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO DE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR TRLJNx ='% '� INT,ERIOR ' SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE ' DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT .1 END LOADER. PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCH MARK PRIOR TO EXCAVATION. OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL -DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. B). IF THE EXCAVATION 15 DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. `, //x160•� 8.5' ORTY LINE HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY INV. EL. •; 9.5 BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). INV. EL. 9.2' A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDED) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS INV. EL. I INV. EL. 8.T 8.5 TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. B' dia., 6' deep UNDERGROUND HOOKUPS (ELECTRIC, WATER, GAS, ETC.) TO BE INSTALLED. 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER ,/' (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. EL. 9. EL. 0.1' DARK DROWN LOAM OL 1.0' BROWN CLAYEY SAND SC 3.0' 6.0' 9.6' BROWN SANDY CLAY CL PALE BROWN FINE TO SP MEDIUM SAND WATER IN PALE BROWN SP TO MEDIUM SAND ' ' 17.0' TEST HOLE DATA BY McDONALD GEOSCIENCE 4/26/2012 HAY BAY w/ SILT FENCING LIMITS OF CLEARING TO BE ! i NO MORE THAN 20' FROM PROPOSED WORK AS INDICATED ON SITE PLAN GROUNDWATER: EL. 0.1' NOTES: 1). MINIMUM SEPTIC TANK CAPACITIES IS 1000 GALLONS. 2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2 D DAYS. 3). WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A B OTTOM THICKNESS OF 4". ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4). ,kLL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF +/- 1/411) ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6). A 10' MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. NOTES: 1). MINIMUM LEACHING SYSTEM IS 2 POOLS; G DEEP, 8' DIA. 2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 3). ALL COVERS SHALL IE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4). A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5). AN I' MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. PROPOSED ADDITION LU 2 Q RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE - DO NOT PROCEED 0TH FRA,1ING UNTIL SURVEY OF FOUNDATION LOCATION, s HAS BEEN APPROVED. SOUTH PLUMBING ALL PLUMBING WASTE i WATER LINES NEED TESTING BEFORE COVERING LAN E - r_ t N 5 8°5 8'30,`IlsE HAY BALE '(TYPICAL) 57.20- 7 %.2 - 1'-6' dia. _.:.:. _� ' TRUNK M Jli o • � v r10 TEST HOLE • EL: Q 9.T 1 • 't { • �'' i------_ �CCJ' 2'-S" dia. ; I; .___ LP -TRUNK t� 2'-4" dia. :! , , '._ ,- � �.. TRUNK 1__. ' -�M_ `� O LP ==1 i,i J 1 �'-- 2 i :! i I� dia. EXISTING Ii. SEPTIC-• NK •�I 90LS,f0 BE T� ` `.-.......' -- 1 RE VEP PER SCHDS 16,0' i-.-; REQUIRE ENTS _ �`_ _ _ 10.0_ _ O ST O 0RAISE GRA E TO ~' J ORT -A -LAV TO EMAIN�!' 75.1' TO BULKHEAD 68' TO BULKHEAD 84' TO BULKHEAD O O O flrt r-- 0 M r� 8' DEPTH PAVE RS-- �1/1 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EA"CEED 2/10 OF 1 % LEAD. t-,�r'� IM AS, VOT ED DATE: Q 5 B -P. ;r -5q$o2L�-7_ FE : 51 By: z NOTIFY BUILDING DEPARTMENT AT 785-1802 E AM TO 4 PPI1, FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3, INSULATION 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, s;. ER SCHDS REQUIREMENTS ` Y IL.Y �`J(j�11 • I t D�� ®F Du TION z �; ,y 1yc�' 44. � TO PROPERTY LINE ON UC ;ON ; ; j '�'/i' 1 STY. It. ` Y0r,-,K STA iE & T0• 1 rM ` DtS HOUSE a S of F F 12.6' �'/ / EP r Sari OLDT07,11 PIJ�I�'�G 6O� //�1� //r11a--------------- ` .a.. `? MMOLD T0NN TRUSTEES 0'.4"dia. N.YS.(�.C/ O F TRUNK f v CONSTRUCTION SITE FOP, INT�gIQI� Ui a , T H O R f TO REMAIN ON SITE FOR RA T� -juURATION OF CONSTRUCTION A�.TE T OS ALTERATIONSi FF 12.61 ',., FIN. GRADE: 11.5' LL, FIN. GRADE: 10.5' NEW ASPHALT 12.0'-_-J ----------------- , I J 4" APPROVED PIPE DRI 1' min, EL. 10.2' [4"APPROVED PIPE I 1' min. EL. 9.3' min. 1/4'/ 1'min. ' ' E4EPIC. , 2 STY. 8dia., 5'dee Z 1/9" 111' DRYWELL Q TRLJNx ='% '� INT,ERIOR ' � X. PATIO A(T€RATIONS ' .1 )ON GRADE38.7' TO PR PERT INE dj5dUD�M,1G60.1'TO PROPERTY LINE 0 `, //x160•� 8.5' ORTY LINE I INV. EL. •; 9.5 -- --- - INV. EL. 9.2' 1000 'O 'r �+ INV. EL. I INV. EL. 8.T 8.5 B' dia., 6' deep --- EX. �..,� RETAINING WALL D' dia., 6' deep ,/' 94.881 HAY BALES (TYPICAL) STrgal. W I 9.6' EXISTING LP LP I Y CLEAN EL. 3.3' Y CLEAN W � SAND COLLAR SAND COLLAR GROUNDWATER: EL. 0.1' NOTES: 1). MINIMUM SEPTIC TANK CAPACITIES IS 1000 GALLONS. 2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2 D DAYS. 3). WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A B OTTOM THICKNESS OF 4". ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4). ,kLL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF +/- 1/411) ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6). A 10' MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. NOTES: 1). MINIMUM LEACHING SYSTEM IS 2 POOLS; G DEEP, 8' DIA. 2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 3). ALL COVERS SHALL IE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4). A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5). AN I' MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. PROPOSED ADDITION LU 2 Q RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE - DO NOT PROCEED 0TH FRA,1ING UNTIL SURVEY OF FOUNDATION LOCATION, s HAS BEEN APPROVED. SOUTH PLUMBING ALL PLUMBING WASTE i WATER LINES NEED TESTING BEFORE COVERING LAN E - r_ t N 5 8°5 8'30,`IlsE HAY BALE '(TYPICAL) 57.20- 7 %.2 - 1'-6' dia. _.:.:. _� ' TRUNK M Jli o • � v r10 TEST HOLE • EL: Q 9.T 1 • 't { • �'' i------_ �CCJ' 2'-S" dia. ; I; .___ LP -TRUNK t� 2'-4" dia. :! , , '._ ,- � �.. TRUNK 1__. ' -�M_ `� O LP ==1 i,i J 1 �'-- 2 i :! i I� dia. EXISTING Ii. SEPTIC-• NK •�I 90LS,f0 BE T� ` `.-.......' -- 1 RE VEP PER SCHDS 16,0' i-.-; REQUIRE ENTS _ �`_ _ _ 10.0_ _ O ST O 0RAISE GRA E TO ~' J ORT -A -LAV TO EMAIN�!' 75.1' TO BULKHEAD 68' TO BULKHEAD 84' TO BULKHEAD O O O flrt r-- 0 M r� 8' DEPTH PAVE RS-- �1/1 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EA"CEED 2/10 OF 1 % LEAD. t-,�r'� IM AS, VOT ED DATE: Q 5 B -P. ;r -5q$o2L�-7_ FE : 51 By: z NOTIFY BUILDING DEPARTMENT AT 785-1802 E AM TO 4 PPI1, FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3, INSULATION 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, s;. ER SCHDS REQUIREMENTS ` Y IL.Y �`J(j�11 • I t D�� ®F Du TION z �; ,y 1yc�' 44. � TO PROPERTY LINE ON UC ;ON ; ; j '�'/i' 1 STY. It. ` Y0r,-,K STA iE & T0• 1 rM ` DtS HOUSE a S of F F 12.6' �'/ / EP r Sari OLDT07,11 PIJ�I�'�G 6O� //�1� //r11a--------------- ` .a.. `? MMOLD T0NN TRUSTEES 0'.4"dia. N.YS.(�.C/ O F TRUNK f v CONSTRUCTION SITE FOP, INT�gIQI� Ui a , T H O R f TO REMAIN ON SITE FOR RA T� -juURATION OF CONSTRUCTION A�.TE T OS ALTERATIONSi FF 12.61 ',., LL, NEW ASPHALT 12.0'-_-J ----------------- , I J DRI --------------- ' ' E4EPIC. , 2 STY. 8dia., 5'dee Z 2'-8" dia. `J i PO'CH HOUSE �, DRYWELL Q TRLJNx ='% '� INT,ERIOR ' � X. PATIO A(T€RATIONS ' N/O/F VAN RIDER SITE PLAN- SCALE: 1" = 10'-0' �O M N Onrl i.I\ r' 4 J i°'PL �' ,�'VFf`��1L iA 4 BID PRICES: BID PRICE No. 1: Construct kitchen addition, install all new windows, exterior doors, siding, roofing, trim work, gutters, leaders. basement beam, new basement door, and new bilco unit, remove old septic, install new septic system, drywells, and underground piping. BID PRICE No. 2: New retaining walls, cultured stone, brick patio, and driveway (pavers and asphalt). BID PRICE No. 3: Living Room and Porch interior work. BID PRICE No. 4: Master Bedroom, Master Bath addition, closets, new Hall, Sitting Room alterations, and new stair. F Y DISCREPANCIES BETWEEN THE DRAWINGS THE SPECIFICATIONS AND THE FIELD CONDITIONS AND SHALL REQUEST CLARIFICATION BE PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT O AN D C Q FORE 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, I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ALTERATIONSi FF 12.61 ',., LL, --------------- IWRIOR <<111 � X. PATIO A(T€RATIONS ' �Q )ON GRADE38.7' TO PR PERT INE dj5dUD�M,1G60.1'TO PROPERTY LINE 0 `, //x160•� 8.5' ORTY LINE -- --- - , 'O 'r �+ --- EX. �..,� RETAINING WALL - ;i .,LLr - �r� 1�', :..Wye• ;�.J ,/' 94.881 HAY BALES (TYPICAL) S 5805813011 W 9.6' EXISTING (TO BE REMOVED) N/O/F VAN RIDER SITE PLAN- SCALE: 1" = 10'-0' �O M N Onrl i.I\ r' 4 J i°'PL �' ,�'VFf`��1L iA 4 BID PRICES: BID PRICE No. 1: Construct kitchen addition, install all new windows, exterior doors, siding, roofing, trim work, gutters, leaders. basement beam, new basement door, and new bilco unit, remove old septic, install new septic system, drywells, and underground piping. BID PRICE No. 2: New retaining walls, cultured stone, brick patio, and driveway (pavers and asphalt). BID PRICE No. 3: Living Room and Porch interior work. BID PRICE No. 4: Master Bedroom, Master Bath addition, closets, new Hall, Sitting Room alterations, and new stair. F Y DISCREPANCIES BETWEEN THE DRAWINGS THE SPECIFICATIONS AND THE FIELD CONDITIONS AND SHALL REQUEST CLARIFICATION BE PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT O AN D C Q FORE 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, I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: O W � a V1 � 0 Q W O W W xQ � Ox O d W M� F`e'y � 0 CU N G 0 X M G y p W dr -4 c� vt,v X O , C ro 01 O U� E Er) U M r N G W 4 W UU U O ir N x DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: January 14, 2013 SHEET NUMBER: S-1 WEST ELEVATION 111111111 MIMI iii iii mim oil III iii 11UNNIN �I =Fm EXISTING WEST ELEVATION -- SCALE: 1/9" = 1' -- PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR 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 QUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL �E INSPECTED TO VERIFY ALL WORK. I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: O F--�I Q W OO C� W H W H H Q Q W Q� � aQ W �x o 00 0 N v X v Ln 6D�, 00 v G o �,. toU � � 7-- in N a1 v � W 0-, W u 0 U) d N H d d E DRAWN: MIT/ MS SCALE: 1/4"=1'-0" JOB #: January 14, 2013 SHEET NUMBER: A�l NORTH ELEVATION EXISTING NORTH ELEVATION SCALE: 1/4" = V min SOUTH ELEVATION SCALE: i/a" = i' Fm m Fmi-11M-0 I IN EXISTING SOUTH ELEVATION SCALE: 1/4" = V NA ;f14 ��.�'1- yam. ,y✓' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN TA CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS THE SPECIFICATIONS D AND THE F E l L CONDITIONS AND SHALL RE EST C QU LA RIF KATION 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. I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: z O En z o Q� H W o> o a �4 Ix w ax z xH O wx E-+ z Q Q W � ¢z w w a ° a� 00 W 0 0 X 90 m o y o � X C) �. c, 00 Lf,U00 v ccq W � N u v o ISI � N H d U x r~ d DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: Januuy 14, 2013 SHEET NUMBER: A-2 -'1 T 1E VERSATEX TRIM ,Y ) _I - F- Tq� NEW HARDI SHINGLES I --- - IL L —7i ---'-= --'I-- ----�= 1 EAST ELEVATION SCALE: 1/4" = 1' El ILI L ..... .. . ....... EXISTING EAST ELEVATION: SCALE: 1/4" = 1' �YYY 5 tt w.• ��?p 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 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. - -- - -- ------ — - — - - — - -- - --.-----GAF REVISIONS: O F--�i Q W w Op W Z Xw W H Q Q w � W � xQ w �o o� 00 0 � M N ch a a" wdx 0 �a W � C-. W N H d ;i DRAWN: MH / MS SCALE: 114"=1'-0" Jas #: y JanuarA-3 TIMBERLINE' -- - -- PROOF HI S NGLES —P4U)�4 —-- 14, 2013 SHEET NUMBER: N--�S PROJECT NORTH FOUNDATION PLAN W SCALE: 1/4" = 1' 1). CRAWL SPACES TO BE E" THICK POURED CONCRETE FOUNDATION, 3000 psi. (ALTERNATIVE VLOCK WALL). TOP OF WALL TO MATCH EXISTING. EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2). FOUNDATION TO HAVE 16"XB" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE -BAR. ALL FOOTINGS TO REST ON UNDISTURVED SOIL (MINIMUM 3000# CAPACITY). 3). NEW FOUNDATIONS TO BE SECURED TO EXISTING FOUNDATION WITH #5 REBAR @12" OC AND AT FOOTING. 4). NEW CRAWLSPACE SLAVS TO BE 2" THICK 5). PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR -ROAD- FIBERGLASS SILL GASKET. 6). PROVIDE 5/E" DIA. ANCHOR DOLTS AT T-0" O.C. AND W/I 1'-0" OF CORNERS, INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A MINIMUM 7" IM13EDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 7). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. 8). EXISTING RETAINING WALLS AND DRIVEWAY TO BE REMOVED. INSTALL NEW RETAINING WALLS PER SPECIFICATIONS. MASON AND GENERAL CONTRACTOR TO REVIEW SHAPE AND SIZES WITH ARCHITECT AFTER LOCATIONS ARE MARKED OUT IN FIELD PRIOR TO INSTALLATION. RETAINING WALLS TO BE CONSTRUCTED ONLY AFTER FOUNDATION AND FRAMING WORK IS COMPLETE. DO NOT OPERATE HEAVY MACHINARY WITHIN E' OF WALLS FOR MIN. 28 DAYS AFTER WALLS ARE POURED. 9). NEW DRIVEWAY TO BE INSTALLED WITH DRYWELL AND CATCHBASIN FOR STORM - WATER RUNOFF PER TOWN CODE. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR 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. I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: � a O W a � z Z a a 0 � I--4 Q Q Q o W w W a x O o c W �MM 0 N v to q co a\ G o o ~ vQ"u v � 0 G �m r ,n U a v N � W W Emo�u 0 tnH Q x DRAWN: MI I / MS SCALE: 1/4"=l' -O" JOB #: February 14, 2013 SIIEET NUMBER: A-4 cc EX. 32"X54" WINDOW TO BE REPLACED WITH NEW EGRESS WINDOW TW3046 PROVIDE ALTERNATE �e TO RELOCATE METER o� o 7 r Lu U�N tl' S N PLUMBING SCHEMATIC TRAP HOUSE N.T.S. TO APROVED s SEPTIC SYSTEM F O z fE METER / X / 0 /O? REPLACE BASEMENT DOOR VITH NEW NLCO UNIT (VIF) I WALL LEGEND I .------ - - - - - - L - - - - - - - - - - - - - NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [ INT.: 2X4 = 4.1/2", 2X6 = 6-1/2" ,EXT.: 2X4 = 4-", 2X6 = 6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS [ EXT. / INT.: 2X4 = 3.1/2", 2X6 = 5-1/2" 1 1ST. FLOOR PLAN SCALE: 1/9„ = 1' PROJECT NORTH 1). MATCH EXISTING PLATE HEIGHT FOR ALL NEW WALLS. 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. INSTALL 10kw PROPANE GERNERATOR 3). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. CONNECT TO EXIw/ AUTO STARTS TRANSFER SWITCH. STING PROPANE TANK 4). PROVIDE 2 - 2X10 DFN2 HEADERS OVER ALL OPENINGS UNLESS 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 MICROLAM HEADERS. 5). WINDOWS AND EXTERIOR DOORS TO DE ANDERSEN 400 SERIES. GRILLES TO BE 1-1/8" WIDE SDL w/ SPACER BARS. INCLUDE SCREENS AND STANDARD HARDWARE FOR WINDOWS AND BRASS HARDWARE FOR DOORS. 6). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 7). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 8). INSULATE CEILINGS WITH R30 INSULATION. 9). ALL NEW WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. BATHROOMS TO HAVE MOISTURE -RESISTANT SHEET ROCK. 10). INSTALL SMOKE AND CO DETECTORS PER CODE. 11). HOUSE TO BE RE -SIDED. REMOVE EXISTING SIDING AND UNDERLAYMENT. REPAIR / REPLACE ALL DEFECTIVE OR DAMAGED MATERIALS. 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR 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 DE INSPECTED TO VERIFY ALL WORK. i 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I a REVISTONS: V71 Z O C H M--'+ U v� H w c0l) F --i O O H Q w Q H Q W C w W OH V) O 0 N O 0 o Lf) v 5 Lf) U m a a, N � W H u O U) N H Q V ryi r' DRAWN: MH / MS SCALE: 1/4"=l' -O" JOB #: Fcbiuuy 14, 2013 SHEET NUMBER: A-5 STORM WATER MANAGEMENT DETAILS N.T.S. GUTTERS GUTTER SIZE I ROOF AREA ROOF AREA (INCH) a 1/16"SLOPE (+ 1/9" SILOPE 3 340 420-. 4 720 1010 5 1250 1760 6 1920 2720 NOTES: DOWNSPOUTS DIAMETER OF ROOF AREA ROOF AREA LEADER (IN) SQ. FT. GPM 2 1089 46 2-1/2 1974 82 3 3220 134 4 6920 286 DRAIN PIPE DRAIN PIPE I/8" SLOPE GPM 1/4" SLOPE GPM DIAMETER 3 1644 62 2320 9i 4 3760 156 5300 220 5 6680 278 9440 392 i 10700 444 15100 1 629 OGEE GUTTER -STANDARD 5" 1). EXECUTION: A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2). PREPARATION: A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3. INSTALLATION: A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1). GUTTER TO BE PITCHED TOWARDS LEADER 1" TO 2" FOR EVERY 40' OF RUN. 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a). COPPER / LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B). ALUMINUM: RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL CONNECTION WATERTIGHT. 4). PROTECTION: A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. DRY WELLS TO ROOF AREA: 2100.0 SQ. FT. AT 100% WATER RUNOFF: 351.0 CU. FT. PROVIDE (2) 8' DIA. X 5' DEEP DRYWELLS 8 FT X 5'= 211 CU. FT. DRYWELLS CAPACITY: 422.0 CU. FT. MIN. BUILD OUT OVERHANGS TO 12" BUILD OUT OVERHANGS TO 12" GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SURFICIAL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL. 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. CONSTRUCTION: FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION, THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED. THIS DELAYED CONSTRUCTION EMPHASIS THE NEED, AS DESCRIBED ABOVE, TO CORDON OFF THE DRY WELL AREA(S) TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER S1TE CONSTRUCTION ACTIVITIES. SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM, WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE 1S COMPLETED AND DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL. THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL. WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GUARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN -OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL. BUILD OUT OVERHANGS TO 12" DE S W PROJECT NORTH EX. RR, 2X10 RR (NOTCH DO' ROOF PLAN. SCALE: 1/4" = 1' SOFFIT DETAIL SCALE: 0.750" = 1' FASCIA ROOF PLATE SHALL 6E BOLTED TO RAFTERS WITH 1/2" DIA. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 3). REMOVE EXISTING ROOFING. REPAIR / REPLACE AND DEFECTIVE OR DAMAGED MATERIALS. EXTEND OVERHANGS 12" (TYPICAL). ALL SOFFIT HEIGHTS TO MATCH EXCEPT AT PORCH. 4). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG ALL RAKE EDGES AND DIRECTLY TO THE DECK ALONG ALL EAVES. 5). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE & WATER BARRIER UNDERLAYMENT. ICE & WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). DO NOT INSTALL UNDERLAYMENT ON WET / DAMP PLYWOOD!!! SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. E). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR 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. I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: o W I-� w N � W � Q� -V 7� O C/] O a ^Q O TW V 1 O W aA H O� O � W M� W 0 N v � m o d rte' 0 x u x o� P� w®x c a 00 a .0 i Lf) U y rn et `� C 00 � W G W uu V O N H Q V U) DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: January 14, 2013 SHEET NUMBER: A-6 12" X10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS @ 12" O.C. TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENING) 12"OC 2X4 DF*2 STUDS :1 4" *10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS @ 12" O.C. 1/2" APA RATED SHEATHING — GRADE PLYWOOD (ALTERNATIVIVE: 7/16" O.S.B.) 24"OC 4" 7 WINDOW SILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) 4" 7 MULTIPLE PLYWOOD ASSEMBLIES 2 - 2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/ WASHERS AND NUTS @ 2'-0" O.C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-01" OPENING) 3/4" APA PLYWOOD SHEATHING *10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS @ 12" O.C. EXTEND ALL EXISTING OVERHANGS TO 12" R 1, EX. CJ kTED SHEATHING WOOD IVIVE: 7/16" O.S.B.) BEDROOM No. 2 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 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" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 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. 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. EXISTING EXISTING CEI 2X10 DF#2 FJ @16"OC EXISTING CRAWL SPACE EXISTING FLOOR 2X12.PLATE 2 REMOVE EX�'*Y���DF#2 3RR@16rraC,SISTER CJ OVL SECTION AMMA SCALE: 3/8" = 1' MASTER BATH, 0 DF#2 FJ @16"OC 2X4 DF#2 STUD WALL (TYP.) ADJUST EX. SOFFIT TO MATCH HOUSE 2X6 ACQ SILL PLATE TERMITE SHIELD tl�. 8" PC WALL SILL SEAL DAMPPROOF 2' CONIC. SLAB .. . a 16"XB" CONIC. FTG. (2) #5 REBAR 2X4 DF#2 STUD WALL (TYP.) Ib" Ad" (_UNL. I- I U. (2) #5 REBAR ICS: SCALE: 3/8" = 1' PRIME AND PAINT ALL DOOR EDGE O MAINTAIN PAINTERTO R 5 T TA CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN HE DRAWINGS, THE SPECIFICATIONS,AND THE FIELD CONDITIONS, ND C T I A 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. I 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. I ROUGH ELECTRIC, PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISION'S: awl lam NMI p Z z C) H H W C © © w Oo 0 Z d 0 rn ~ O ~ Q U w TW V 1 O W w w ►� o� �a IIO O OO m ', O m O 0 L, V on N 0 W e W d V O N H d V © m ©0 u DRAWN: MH / MS 0 114"=1'-0" JOB *: 0 SHEET NUMBER: O O J O ���ltl•f•�Itttt•tt_tttti Itttlr•�����ttttt � off■ --- --- -o_ Q��o ��o MULTIPLE PLYWOOD ASSEMBLIES 2 - 2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/ WASHERS AND NUTS @ 2'-0" O.C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-01" OPENING) 3/4" APA PLYWOOD SHEATHING *10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS @ 12" O.C. EXTEND ALL EXISTING OVERHANGS TO 12" R 1, EX. CJ kTED SHEATHING WOOD IVIVE: 7/16" O.S.B.) BEDROOM No. 2 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 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" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 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. 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. EXISTING EXISTING CEI 2X10 DF#2 FJ @16"OC EXISTING CRAWL SPACE EXISTING FLOOR 2X12.PLATE 2 REMOVE EX�'*Y���DF#2 3RR@16rraC,SISTER CJ OVL SECTION AMMA SCALE: 3/8" = 1' MASTER BATH, 0 DF#2 FJ @16"OC 2X4 DF#2 STUD WALL (TYP.) ADJUST EX. SOFFIT TO MATCH HOUSE 2X6 ACQ SILL PLATE TERMITE SHIELD tl�. 8" PC WALL SILL SEAL DAMPPROOF 2' CONIC. SLAB .. . a 16"XB" CONIC. FTG. (2) #5 REBAR 2X4 DF#2 STUD WALL (TYP.) Ib" Ad" (_UNL. I- I U. (2) #5 REBAR ICS: SCALE: 3/8" = 1' PRIME AND PAINT ALL DOOR EDGE O MAINTAIN PAINTERTO R 5 T TA CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN HE DRAWINGS, THE SPECIFICATIONS,AND THE FIELD CONDITIONS, ND C T I A 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. I 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. I ROUGH ELECTRIC, PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISION'S: Z z C) H H W C C� � w Q Z d Q rn ~ O ~ Q U w TW V 1 O W w w ►� o� �a o� m 0 N v 4CN �r o m 0 L, V on N 0 W W d V O N H d V u DRAWN: MH / MS SCALE: 114"=1'-0" JOB *: January 14, 2013 SHEET NUMBER: NYS SN"ERGY COMPLIANCE DOTES WINDOWS AND DOORS: WINDOW AND DOOR WITH WOOD TRIM: 1). INSULATE HEADER 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW -EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE. WINDOW AND DOOR WITH DRYWALL RETURN: 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. 2). DO NOT USE HIGH -EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. PLUMBING AND ELECTRICAL: SEALING PENETRATIONS: ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. SERVICE WATER HEATING: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS (1F NOT INTEGRAL TO THE WATER HEATER) MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS. GENERALLY, '1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. HVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY' TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY -DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R -VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. 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 SEALING. WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY 1F THERE IS A GAS RANGE. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R -VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TO THE COMPLIANCE ANALYSIS. UNCONDITIONED BASEMENTS: 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R -VALUE. 2), INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE BASEMENT DOOR. FRAMING: SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING 1N PLACE. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. 1ST. FLOOR DECK: 1). FULL INSULATE JOIST CAVITIES. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. EXTERIOR OPENING HEADERS: SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL IS THINNER THAN WALL CAVITY. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE CEILING WITH ADHESIVE. 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP' OUTSIDE AIR FROM PIPE AND DUCTS. 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. DROPPED SOFFIT ON INTERIOR WALL: USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES. INTERIOR SOFFIT ON EXTERIOR WALL: 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. KNEE WALL SUPPORTING ROOF: 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO PREVENT WIND, WASHING. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR INSU5'16 . FULL LOFT: INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING 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. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. DOCUMENTATION OF R -VALUES: FACED OR UNFACED FIBERGLASS BAITS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE SAME R -VALUE AS THE SURROUNDING AREA. CATHEDRAL CEILINGS: 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. 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TherLprj.e i I dig fias teem 10 MA -et tt 2010 New YOTTErVer CmSr-Tv;t.M .31r�1t CuIrfSbljr,AW CoCe m gTireff-* t 'M RE'S3- GT?e Ck lIler M 4A,r3 arjd Iri cm, ply udh tt�R r aMe r�.�rlm-TP-rfts msled i ale Fa sch-ca rmpemst m �h�ll5t. PtolEd T1'11E Repoft dam: CW14112 Gam: 111 EMME C:"1,Lr sumDra i" ti r i 'r +E � E 1 �l E 'tib L l ~fi a 1. iar 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALLNOTIFY R T ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS HE T SPECIFICATIONS AND H D , THE FIELD CONDITIONS AND SHALL , REQUEST CLARIFICATI Q ON 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. I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHE MOCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: E-� W W w O U W W H Q Q Q w W F -y w � xa H o� o � m 0 N G C, aN o X o M v r+ Jr wC� In V 00 \ V � y rn V �+ M a N G G v W d V O EnN 1* C4 I d u tn x d i� DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: Januuy 14, 2013 SHEET NUMBER: A-8 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER CRIPPLE STUD WALL STUD U BOTTOM PLATE o RIDGE BATHTUB • ; LEDGER HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. AND JACK STUDSGAP DESCRIPTION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS RT15 SOFFITED EAVE CONNECT EACH CONNECT TO 1 SIDE OF ALL CORNERS ON HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ON ALL OPENINGS / �„ ACTION HE FLOORS TO EACH OTHER W/ THREADED ROD. BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOFI LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6 -2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC VIV f1LL VI LIV IIVVJ \)' , \ VI- iV I•/�L... vv --- -- 2ND. FLOOR WALL OF FLASHING / ROOFING LAPS BASE -pop FLASHING 4 INCHES RAFTER, BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST ol TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP INSTALL 4'0" O.C. AND JACK STUDSGAP DESCRIPTION WALL STUD INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION RT15 SOFFITED EAVE CONNECT EACH THROUGH -ROOF EXHAUST WALL BOTTOM PLATE TO FOUNDATION CONNECT TO 8" - 16" VENTS SELECTED AND 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS / �„ ACTION LOCATED BY CONTRACTOR 4" - 6" RAFTER RT10 METAL STRAP EACH RAFTER •' PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND TO ALLOW FOR SHRINKAGE. do REDUCE BUMP OUTS - CRICKET AT TOP -SIDE OF '� VENTILATION CHANNEL PLATE/WALL ROOF VENTILATION / RIM BOARD CHIMNEY AS REQUIRED INSTALL 4'0" O.C. RAFTER CONNECT TO 14" - 16" SILL PLATE(S) WALL SHEATHING AND JACK STUDS RAFTERS MAINTAIN ,� /� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR VENTILATION SOFFITED EAVE DETAIL WOOD JOIST • I ' SIDEWALL FLASHING ; FOUNDATION GASKET TOP PLATE BLOCKING �` 2x6 /2x8 CONTINUOUS WOOD PLATE ' ' FINISH WALL AND MOISTURE V 2x4 LEDGER BLOCKING STARRING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING Va 2x4 SOFFIT JOIST ( AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP 6MIL POLY ON EXTERIOR ATTIC SHALL BE PROVIDED WITH A FASCIA 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 ' V ' ��.' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER W INSTALL 4'0" O.C. �O SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT tC W 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS �, A RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT /EXT. PLYWOOD I ► 4 • 4 ON ALL OPENINGS ,� PROVIDE HEMMED EDGE AT '2 w OPENINGS OF 1/4 INCH IN DIMENSION. ��% VIV f1LL VI LIV IIVVJ \)' , \ VI- iV I•/�L... vv --- -- 2ND. FLOOR WALL OF FLASHING / ROOFING LAPS BASE -pop FLASHING 4 INCHES RAFTER, BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST ol TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP INSTALL 4'0" O.C. AND JACK STUDSGAP DESCRIPTION FLASHING IU FUKM UHANNLL AND SO AS TO MAINTAIN AIR TO PREVENT CAPILLARY INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION RT15 SOFFITED EAVE CONNECT EACH ON ALL OPENINGS WALL BOTTOM PLATE TO FOUNDATION CONNECT TO 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS / �„ ACTION ON ALL OPENINGS 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER CONNECT OVER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND TO ALLOW FOR SHRINKAGE. do REDUCE BUMP OUTS - '� , PLATE/WALL ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,� /� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL TYP. CONC. FOUNDATION nAI nl I nnrnllnlno ( ,' VCCD DnnCIKIC IIIA, c ni,r a GASKET .` W 2x6 /2x8 CONTINUOUS WOOD PLATE VIV f1LL VI LIV IIVVJ \)' , \ VI- iV I•/�L... vv --- -- 2ND. FLOOR WALL OF FLASHING / ROOFING LAPS BASE -pop FLASHING 4 INCHES RAFTER, BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST ol TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS RT15 TYDOWN ANCHOR CONNECT EACH ON ALL OPENINGS WALL BOTTOM PLATE TO FOUNDATION INSTALL 4'0" O.C. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS IF ABLE, SET FIR TS APROX. 1 2' HIGHER THAN LVL HEADERS / JOISTS �— SUB FLOOR ON ALL OPENINGS AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION REINFORCING BAR DRAIN TILE + V + TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT LOCATION USP NUMBER DESCRIPTION APPLICATION 1 STORY PRE -MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES TERMITE SHIELD RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR TS APROX. 1 2' HIGHER THAN LVL HEADERS / JOISTS �— SUB FLOOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. do REDUCE BUMP OUTS - , PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD REINFORCING BAR DRAIN TILE + V + TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING DBL. SILL PLATE 1 STORY 72" OC CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES TERMITE SHIELD (SLAB -ON -GRADE) �— SUB FLOOR SILL GASKET - , WOOD JOISTS NEOPRENE TYP. CONC. FOUNDATION ( CONC. SLAB a GASKET .` W 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR V 6 MIL. POLY GRANULAR FILL U ► Va ( BOLTED TO STEEL BEAM WITH LHL C� 6MIL POLY ON EXTERIOR F-� ' W 1/2 " DIA. BOLTS 0 48" o.c. STAG. O ' V s STEEL COLUMN '' W � x �O W hM+1 A I ► 4 • 4 0 N d 0 • '2 w ROOF JACK ��% y bo � ir,U m r' 7-- _ C ONC SLAB 'p � W t� W `N� uQ STEEL B EAM O 111 C~ . v / / I I' ` I DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: COMPACT FILL January 14, 2013 _ A-9 �` I 4" x 1/4" x 8" STEEL � V f , p ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING • V /� ' C'p 4 n • 4 13 CONC. FTG. •p G Q•p FLASHING AT SIDES AND TOP % ` WITH 1/2" x 6" ANCHOR BOLT • USE WITH 3x3 SQUARE WASHERS ` 1/2" GROUT • O ,• ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) REINFORCING BAR DRAIN TILE + V + TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC (SLAB -ON -GRADE) I I 3" STEEL COLUMN FLASHING LAPS ( 10 KIPS ) ROOFING AT BOTTOM TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING ROOF JACKS do VENTS DETAIL I � SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR I , I I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM I I SLOPE / `%%% < 1 <I • •. 7 1 , 4 -DRIVEWAY —�. (WITH A NNOTCH AIST ILING INGNPLATTEUIFTNEEIGHT D D) 1/2' AIRS ACE ,Q AT END AND " ,p ' • :. •' • TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE • '"�" '-« G ADE -- "' BEAMS C D ► •O , , •. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) •p �1 ,p LI •. Q Q Q c T I I I I I a• P D �, 6X6 W.W.M.12" •�� - - - - �.� �. • -��1 d • p III-IIIC MIN. ,��C .� ♦ C 'A D'A p � • 4 �t�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p -I'C �SUBFLOOR sr r REINFORCING BAR �, NOTCH EQUALS 1/4 DEPTH OF BEAM - •� •�� �^ •► 11=11 �► �` REINFORCING BAR . I 4•, JOIST DRAIN TILE—i� I + d �. 4 • 4 • w: ,. ,,,,.`�,: ��. r. • : • SHEET MEUL / 30 FELT UNDER BEAM AT POINT I L• • • STEEL BEAM Its , 12"OF CONTACT WITH CONCRETE OR CONC. BLOCK ! 3" PLATE BOLTED TO BE " TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • n SHIMS TO LEVEL BEAM v,A,,, a.� ' :.x• REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. " 11,'y 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT •'"j `'""�.������` 1 BEAM POCKET �, `' ?=; "' �• FG���Y� .moi ryfi PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR 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 RESPONSIWLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL REINSPECTED TO VERIFY ALL WORK. I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: O a � W Q U 0 LHL C� U F-� W O W � x �O W hM+1 c� 0 N d 0 ch o mn '2 w d'� .�..i iL U x o y bo � ir,U m r' 7-- N � W t� W uQ r1 U O 111 C~ I DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: January 14, 2013 SHEET NUMBER: A-9 GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall. be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as required by current N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WiND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shalt be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall. be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b. 6). TYPE It EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 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 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current N.Y.S. Residential Construction Code. NAILING SCHEDULE � ROOF FRAMING: JOINT DESCRIPTION AI NAIL NOTES QTY. QTY. SPACING gd RAFTER TO 8' WALL: 3-8d COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOiST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER 2 -16d COMMONIL END NAIL RIM BOARD 3 -16d COMMONPER EACH END TO RAFTER 2 -16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd TOP PLATE TO 2 -16d COMMON PER FACE NAIL TOP PLATE 4 - 8d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 6" O.C. FIELD EACH FACE INTERSECTIONS 4 - 16d COMMONJOINTS EA. SIDE NAIL STUD TO 2 -16d COMMON24" EACH FACE STUD 2 - 8d COMMON O.C. NAIL HEADER TO 10 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: 3 - 8d COMMON PER FACE NA IL FLOOR JOIST, BAND JOIST, 2 -16d COMMONIL FOOT SEE NOTE: END JOIST OR BLOCKING1.2 3 -16d COMMONPER LOAD PATH END FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd JOiST TO: WALLBOARD PER TOE SILL, TOP PLATE OR GiRDER 4 - 8d COMMON JOIST NAIL BRIDGING 6" O.C. FIELD EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: 10 3 FT. TOE SILL OR TOP PLATE 3 - 16d COMMONEACH BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 -16d COMMONJOIST MODERATE NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM GAURDRAILS ANY DIRECTION JOIST NAIL BAND JOIST 3 -16d COMMONPER LOAD PATH END TO JOIST ROOF - FOUNDATION JOIST NAIL BAND JOiST TO: 2 -16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 Pnnp SHFATHiNre CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANEL gd AS PER TABLE 3.8 WALLBOARD SNOW WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD SNOW 10 O.C. FiELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS SNOW WFCM - SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD DECAY 6" O.C. FIELD GYPSUM 5d COOLERSJ 7" O.C. EDGE WALLBOARD 1 10 O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL. NOTES QTY. SPACING STRUCTURAL PANELS 8d COMMON6" O.C. EDGE V OR LESS SNOW 112" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tol - 16d nail per foot. NYS CODE: 2010 EDITION WiND PLAN CONTENTS: NOTES FROST OCCUPANCY CLASSIFICATION R3 RESIDENTIAL WINTER BUILDING USE RESIDENTIAL DWELLING SNOW BUILDING HEIGHT (SEE PLANS) WEATHERING TOTAL SQ. FT. OF CONSTRUCTION (SEE PUNS) DECAY DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND FLOOD LOAD CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES DEPTH EXT. BALCONIES 60 REQUIRED DECKS 40 120 ATTICS w/o STORAGE 10 3 FT. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 MODERATE ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STiCK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WiND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD 8d COMMON @ 6" O.C.8d SNOW SPEED DESIGN WEATHERING LiNE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 13 DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WiND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C.8d COMMON @ 6' O.C. SEE NOTES: 13 INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 18d COMMON @ 6" O.C1 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4' O.C. SEE NOTES: 13 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.C.8d COMMON @ 12" O.C. SEE NOTES: 1, 3 (BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 18d COMMON @ 6" O.C1 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH 2 -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. as required by current NYS Residential Code - FIREBLOCKiNG REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At arl interconnections between concealed vertical and horizontal spaces such as occur at soffits. drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with current N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. 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. I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: w z _O H L/) O U ►--�i F ---i Q Q W O W >-+ � Q W o C)ff C'nO o � f-�-i 0 N iv i m v C) er' -'1 vr,U R Q sti Pr b 2 sn `, E Z �n U � n °? c � in N o W �S i~ H O U i DRAWN: MH ! MS SCALE: 114"=1'-0" JOB 4: January 14, 2013 SIIEET NUMBER: A40