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Town of Southold 2/16/2018 P.O.Box 1179 53095 Main Rd "A �ao� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 39520 Date: 2/16/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6325 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-13-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/6/2017 pursuant to which Building Permit No. 41709 dated 6/6/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCHES, REAR WOOD STOOPS AND OUTDOOR SHOWER, AS APPLIED FOR The certificate is issued to Marie NG of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0029 11-09-2016 ELECTRICAL CERTIFICATE NO. 36783 04-11-2012 PLUMBERS CERTIFICATION DATED 02-06-2012 M el Ridol ho Signature Town of Southold 2/16/2018 . P.O.Box 1179 t 53095 Main Rd pT' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39521 Date: 2/16/2018 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 6325 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-13-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/6/2017 pursuant to which Building Permit No. 41709 dated 6/6/2017 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: ACCESSORY IN-GROUND SWIMMING POOL, FENCED TO CODE, AS APPLIED FOR The certificate is issued to Marie NG of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36783 04-11-2012 PLUMBERS CERTIFICATION DATED Au ho * e Signature Town of Southold 2/16/2018 P.O. Box 1179 53095 Main Rd Southold' New York 11971 1 � CERTIFICATE OF OCCUPANCY No: 39522 Date: 2/16/2018 THIS CERTIFIES that the building HOT TUB Location of Property: 6325 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-13-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/6/2017 pursuant to which Building Permit No. 41709 dated 6/6/2017 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: ACCESSORY HOT TUB AS APPLIED FOR The certificate is issued to Marie NG of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36783 04-11-2012 PLUMBERS CERTIFICATION DATED o ed Signature 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#: 41709 Date: 6/6/2017 Permission is hereby granted to: a Marie NG 169 Carroll St Brooklyn, NY 11231 To: Relocate house & construct additions & alterations & inground pool with spa as applied for. Replaces BP# 36783 At premises located at: 6325 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-13-10 Pursuant to application dated 6/6/2017 and approved by the Building Inspector. To expire on 12/6/2018. Fees: PERMIT RENEWAL $1,145.80 Total: $1,145.80 ;Building 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#: 36783 Date: 10/28/2011 Permission is hereby granted to: Marie NG 169 Carroll St Brooklyn, NY 11231 To: Relocate house & construct additions & alterations & inground pool with spa as applied for At premises located at: 6325 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-13-10 Pursuant to application dated 10/21%2011 sand approved.by the Building Inspector. _ To expire on 4/28/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,941.60 9 7UZ CO -NEW DWELLING $50.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE Y2—$2%-W/ 2-57 CO - SWIMMING POOL Total: $2,291.60 Building Inspector 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 fines, 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 2110 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance,from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling.$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00: 2. Certificate of Occupancy on Pre-.existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate bf Occupancy- $50.00 5_ Temporary Certificate of Occupancy -Residential $.15.00, Commercial $15.00 / Date. New Construction: V Old or Pre-existing Building: P"*" (check one) Location of Property: (p.3Z /��-ff�y I''�/ A.17— 0 G(/ �0� House No. Street Hamlet Owner or Owners of Property: /�I/9/e /� /V6 Suffolk County Tax Map No 1000, Section l I Block 13 Lot l b Subdivision ' G Filed Map. Lot: Permit No. w�0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applic It Si ature pF SO!/lyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.o Box 1179 G • Q roger.richert(a-),town.southold.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marie Neg Address: 6325 Nassau Point Rd City: Cutchogue St: NY Zip 11935 Building Permit#- L+1707 -- 3e78a Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA. Neubauer Electric License No: 3867-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 8 Smoke Detectors 4 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower 2 Range Recpt 1-40 Fluorescent Fixture Pumps Transformer AppliancesH38 Dryer Recpt 1'-30 Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: 2-exhaust fans, 3-combination smoke/co detectors, 10 ARC fault circuit breakers in ground swimming pool to include,bonding,2-blowers,3 pumps,3 pool lights,gas heater Notes: Inspector Signature: , Date: April 11 2012 81-Cert Electrical Compliance Form.xls pF SO(/ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA PO Box 1179 o roger.riche rtE-0own.southoId.ny.us Southold,NY 11971-0959 Q C4UNTI,�ct� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marie NG Address: 6325 Nassau Point Road City: Cutchogue St: New York Zip: 11935 Building Permit#• [ 7o g --313.8 Section: 111 Block. 13 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 8 Smoke Detectors 4 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower 2 Range Recpt 1-40 Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt1-30 Emergency Fixture Time Clocks 38 Disconnect Switches Twist Lock Exit Fixtures TVSS Omer Equipment: 2-Exhaust Fans, 3- Combination Smoke/CO Detectors, 10 ARC Fault Circuit Breakers. Notes: Inground Swimming Pool to Include; Bonding, 2- Blowers, 3- Pumps, Gas Heater, 3- Pool Lights. Inspector Signature: Date: April 11, 2012 0-81-Cert Electrical Compliance Form.xls 04/06/2001 05: 35 516-325-6980 DENICOLA PAGE 01 Town Hall,53095 Main Road 9e Fax(5 16)765.1923 P O. Sox 1179 10 Telephone(516)765.1602 Southold,New York 11971 1 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I ! I C A T I O x DATE: Building Permit No. " 3-7-0q;)- 41-709 Owner: (please print) Plumber: " i1 C.�aeI -RAA;1 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 14 lead. (Plumb Signature) Sworn to before me this T .,A D131ASE �� day of -�c,�x� I L _... Notary Public State of New York No.01 D16104312 Nassau County Notary Public, t.Lo.-gScL County CommlWonW-.wJanuwy20,20i..� e1�J— hO�y�Of SOUlyo6 col _TOWN OF SOUTHOLD'BUILDING DEPT. ' - 765-1802 EPT. • -765-1802 -- - INSPECTION F D [ ] O ATION 1ST [ ] ROUGH PLBG. [✓ OUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ivil DATE / /�_ l s INSPECTOR ��" / � I�� I �o�►��F SOO,yo6 f7 p- � f TOWN'OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F UNDATIO [ ] INSULATION FRAMING TRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r i DATE INSPECTOR Of SOUI'yo6 'F # H • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ OUGH PLBG. [ ] FO DATION 2ND [ J INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS MMMON [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR-A�� l 7 c?7 �o��OF SOUj�o6 `�courm,� -TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION- -. J FOUNDATION '1 ST [ ] ROUGH PLBG'. [ ] FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING/STRAPPING [ ] FINAL [ J FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �G �v INSPECTOR ~7b� �o��oF souryo6 N • ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ -FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I] � - DATE C INSPECTOR i q (-7-DI Of SOUIyo -- - - --- - - z�_ • io TOWN OF SOUTHOLD BUILDING DEPT..' 765-1802 I- NSPECTION [ ] FOUNDATION 1 ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c DATE ` �� INSPECTOR Of SO(¢yo6 cp- n�� J OWN OF SOUTHOLD BUILDING DEPT, V 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ J FIRE RESISTANT PENETRATION /+-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE < < v INSPECTOR ` Lf O l OF SO(/lyo6 • �o \ TOWN OF SOUTHOLD BUILDING DEPT. ` e 76 -1 5 802 INSPECTION, [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: DATE /v INSPECTOR Lf pf SOuryO6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (@ d o "uqc s +0 fiWCAI 4y ate•o 41 I Pool( Adr�rrns� r 4.0 S.. , cosik) hoA. rro Agbb fD �� Pch f-,WCAkA -e4) 9 94 t/I-f DATE INSPECTOR •.• , i-."+,:k....4.:n.-y7"'.;i:-_-A'� - 'SQL,t. - - - O�A&pFSOUTyo o�yCo�N� TOWN OF SO.UTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: o DATE > INSPECTOR welolo 1 1'N ROUGHlWffA PLUMBING Will � . _.� �'/�i� . - - %dam. � _ _�_..�`■._.��� .. INSULATION DI ENERGYSTATE • 1 Ww willn) oil '. A ADDMONAL COMMENTS rlmw w 0.11 , 7 ` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board otl Health SOUTHOLD, NY 11971 r. ; „ 4 sets of'Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (6_31) 765-9502 , a Survey :SoutholdTown.NorthFork.net PERMIT NO. s Check Septic Form MYS.DEC Trustees C O. Application / Flood Permit Examined `� ' 0� Single& Separate FCE ;„ if, Storm-Water Assessment Form D �— Contact: Approved Iv ,20 `� Mail to•Disapproved a/c 2011 _ , Phone. 7 td LDG.DEPT. Expiration -/,,d,'20 I F S LD ' r Building Inspector APPLICATION FOR BUILDING PERMIT Date J0/0& t , 20 L`x INSTRV.CTIONS 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 approv.""al 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 sb,ever until the Building Inspector issues a Certificate of Occupancy:',, .> as ,. t;,, .:; �tiz �• .ii r.; f,Every building permit shall,,expire if themorkbauthorized has no coinmenced,�within 12 months after the date of issuance or ha's not"been completed within 18 months froin'such date. If nc zoning amendments orotherregulations affecting the property"'ha'v'been`enacted in the interim, the Building Inspector may auth6rize; m`wri•ting, the-extension of the permit for an add'ition,six�mon'th's: Thereafter, a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of'a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, a t, architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or.',latest'deed) If applicant is a corporation, signature of duly authorized officer (Nameand.titlii-.dZorporate officer) Builders License'No Plumbers License No Electricians License No. Other Trade's License No. 1. Locati n of land on which proposed work.will be done: House Number .Street• 4 Hamlet County Tax Map No. 1000 Section 1 Block____L-3-3 Lot / 0 !i 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 S`NG(,, r"AAj . _- IC4C f b. Intended use and occupancy I Nature of work (check which applicable): New Tritftg- FOL– Addition Alteration_ Repair Removal. Demolition Other Work rZ E L d CA 7—;F rYoU.TL'� (Description) 4. Estimated Cost Fee - _ _ (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwel-� �i g its on each floor If garage, number of cars fV 6. If business, commercial or mixed occupancy, p Cs2ecify nat re aTid;extent gflleach type of use. 7. Dimensions of existing structures, if any:j Front— -- - ---Rear Depth Height Number',of Storiesr �T t Dimensions of same structure with alterations or additions- Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories - -5 /-77- 9. Size of lot: Front .3 Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX_ 13. Will lot be re-graded? YES )4/_ NO Will excess fill be removed from premises? YES X NO l(v9 CA KItItLL ST 14. Names of Owner of premises f}/i2/0/V& Address 0X001 UI v ll tS/ Phone No. 9Z-0,3 Name of Architect S C&r✓/I 2 i Z Address Phone No 3 f Name of Contractor G,#ft y Cy C *'f Address Phone No.r (-P ¢S� G HOZ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 'ANO * 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 v"* IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUrrot,l� t' ' "t .4 x91 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the I- 7 Notary Public, blli,6Stta61� W York 50 (Contractor, Agei , Corpora e Officer, etc.) Qualified in Suffolk county Commission Expires April 14,2_(A c� of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith Sworn before me this < (9 day of 20'1"1 Notary Public §ignature o plicant f, i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7624 DATE: AUGUST 24, 2011 ISSUED TO: MARIE NG PROPERTY ADDRESS: 6325 NASSAU POINT ROAD CUTCHOGUE SCTM# 111-13-10 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 24,2011,and in consideration of application fee in the sum of$250.00 paid by Marie NG and subject to the Terms and i Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: i ' I Wetland Permit to relocate the existing dwelling and addition further west from the water; remove existing second-floor and reconstruct new second-floor addition; install new in-ground swimming pool and hot tub along the east side of the dwelling; relocated existing shed; remove sanitary.system and install new sanitary system further from the water; and install drywells to contain run-off from the dwelling; with the condition of the installation of a 10 foot wide non-turf buffer along the top of the bluff which is to be maintained, and there is to be no clearing within 30 feet of the top of the ` bluff, and-as depicted on the site plan prepared by Mark Schwartz & Associates,,last dated September 22, 2011, and stamped approved on September 26, 2011. IN WIT NtSS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed; and these presents to be subscribed by a majority of the said Board as of this date. o�gUFFOI�.c , CA o � '1 y�Ypl �a0�' a�� e ern �►- r K p4 L Michael J.Domino,President �3V S0�/jy Town Hall,Annex John M.Bredemeyer ITT,Vice-President r�4� 64375 Route 25 P.O.Box 1179 Charles J. Sanders Southold,New York 11971 Glenn Goldsmith G Telephone(631) 765-1892 A. Nicholas Krupski1��� � Fax(631) 766-6641 C u,N, o DD BOARD OF TOWN TRUSTEES FEB 1 2 2018 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 13MTING ��EP4.' TOWN OF SOUTHOLD # 1428C Date: December..7,.2017 THIS CERTIFIES that the relocation of the existing dwelling and addition further west from the water-, remove existing second-floor and reconstruct new second-floor addition,• install. new in-ground swimming pool and hot tub along the cast side of the dwell.in. • relocated existing shed; remove sanitary system and install new sanitary system further from the water; and install drywells to contain run-off from the dwel_lin • with the condition of the installation of a 10 foot wide non-turf buffer along the top of the bluff which is to be maintained and there is to be no clearing within 30 feet of the top of the bluff; At 6325 Nassau Point Road, Cutchogue Suffolk County Tax Map#1000-111-13-1.0 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 26, 2011 pursuant to which Trustees Wetland Permit#7624 .Dated August 24,2011,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for relocation of the existing dwelling and addition further west from the water; remove existing second.-floor and reconstruct new second-floor addition, install new in-ground swimming pool and hot tub along the cast side of the dwelling; relocated existing shed; remove sanitary system and install new sanitga system further from the water, and install drywells to contain run-off from the dwellin • with the condition of the installation of a 10 foot wide non-turf buffer along-the top of the bluff which is to be maintained and there is to be no clearing within 30 feet of the top of the bluff., The certificate is issued to MARIE NG owner of the aforesaid property. e Authorized Signature ' New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook v 50 Circle Road, Stony Brook, NY 11790-3409 rNNW Phone: (631)444-0365 • Fax: (631) 444-0360 Website www.dec.state.ny.us Jack Martens LETTER OF NO JURISDICTION Acting Commissioner TIDAL WETLANDS ACT June 13, 2011 Ms. Marie Ng 169 Carroll Street Brooklyn, N.Y. 11231 Re. UPA #1-4738-00739/00005 Facility- 6325 Nassau Point Road, Cutchogue, N Y SCTM #1000-111-13-10 Dear Ms Ng- Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that: The property landward of the bulkhead greater than 100 feet in length constructed prior to 8/20/77, as evidenced on Aeroimage #1104-8 dated 4/6/76 and shown on the survey prepared by Nathan Taft Corwin III dated 3/31/11, is beyond Article 25 (Tidal Wetland) jurisdiction Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e a 15' to 20' wide ction area) or erecting a temporary fence, barrier, or hale bay berm. Please ote that is letter does not reliev 1you of the responsibility of obtaining any necessary permit or app vals from other agencies ori local municipalities Sin rely, Jo land De u,ty ermit Adminis at i cc. Schwartz & Associates, Habitat-TW, File Enc. Check 2923 -' Town of Southold Erosion, Sedimentation & Storm-Water Run-oASSESSMENT FORM PROPERTY LOCATIOW. S.C.Tht.t� THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A //( STORM-Mf TE GRADIN D NAGE AND EROSIQN NTROL PLAN mon" -9or'c c]—' -Loi-- CERTIFIED BY A DESIGN PROFESS IN THB STATE OF NEYY YORK. SCOPE OF WORK - PROPOSED CONS MUGnON ITEM# / WORK ASSE,S,SMENr yes No a. What is the Total Area of the Project Pte? _ (include Total Area of all Parcels located within Will Oft PlI Retain A11 Storm-Water Run-Off the scope of Work for Proposed C,onstruci;c) -3,04-5 ch l Generated by a TWo Cn inon Site? Clearing �. What Is the Total Area of land MY/woes (This'ra n�k"40 MO-00 created by site _ and/or Ground Dishirbance for the Proposedclewingw br construdon activities as Wali as 1111 V F] corhstrucdon 6010 f ate M►PrOvements and the permanent creation of Impervious surfaces. PROVIDE BRW PROJECT DESCRIPTION p owftA mi P.�e...►w.d«A 2 Does the Site Plan and/or Survey Show A11 Proposed Size &Location?�•sba11 include all Proposed Grade � uj e . cayS c S4"Controlling Surface Water Flaw. A/ 3 Does the Site Plan and/or Surrey describe the erosion �UU and sediment oonW practices that will be used to — 1 r- control;;Fite erosion and store water discharges. This F] J item must be maintained throughout the Entire Construction Period. E Q Will this Project Require any Land Filling,Grading or Excavation.where there Is a change to the Natural : Existing Grade Involving more than 200 Cubic YardsJZ Of Material within any Parcel? 5 Will this Applleatlon Require Land Disturbing Activities Encompassing an Area in Excess of f=ive Thousand D — (5,000 S.F.)Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through the / Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(1007 feet of a Wetland or D Submission of a SWPPP Is reWtred for of Consbuction aCMUes imohi��g sof Beach? I dishmbarms of one(1)or more acres; kxkxfb,y disturbances of less than one we that are part ofa targer c—non Plan ftt wfl ultimately disturb one or more acres a land; 7 WRI there be Site preparation on Existing Grade Slopes Widudhg Construction activities tnvdmV sof dt hxbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to the DEC has detemrrirred mat a SPDES panni is requtred for storm„rater dlsdharges. One Hundred(1007 of Horizontal Distance? M (SWPPWS Shat)meet the hlinbnum Requirements of the SPDES General Permit for Storm Water Discharges from Construction activity-P.... Nm GPRB•t0+001.) $ Wei ,Parking Areas of other Impervious 1-The SWPPP shall be Prepared Prior to the sutxNtlal a tfo NOP-The N01 Shap be Surfaces be Sloped to Direct Storm-Water Run-OH V/ submitted to the Deparbnent prior to the commencementof consbudion acUrRy. into and/or In the direction of a Town right-oFway? � -- rewired.pcelorubarctiom at mr water arhd sediment r 11—that OW Ln ci wx 9 W171 this Project Ret}uire the PlacerrleM ofMBterK consbuded to reduce the anagement txacices that rrB be used and/or Removal of V pothua►hts h atom crater discharges end to assure Item Within It1e Tegeteotion and/or the Corulruction of any / comapllance with the temis and conaloru of tide pew&to hddflM the SiMPPP.aha1 Wig Way or Road Shoulder V Iden67y.polef"sources of P0111 ion which may reasonably be expected to aged the Area?afw rasa wmmw khMhee u,e britaoatlon d orp s,,,l, ,� WatNy of storm crater dhdha 3.Al SWPPPa that require the Posteorutrtrdiah storm water nhanagerrhdrt pra<yke In as Box andel the canSbUC lwr of dhbo ante Is between with a re Incomponent shall be Mark P��by a qualified Design Professional Licensed In New York a stor"ater.Grading,pnquy.a Erosion control Pan is p4mwwlmddm.Tom of prihcOw and Practices of storm Water Management (NOTE And AW AhAebe .Mitt �Review Prior to issuance of My M"V permri< for s xVPkorr) S'IA1E OF NEW YORK, r ew circ COLIIV'1'Y OF..-?..vFI��C- No. 018 U6185o50 ..........SS Qualified in Commission�ireslak County r 1'jlat I. ............ ��2...(.../ ',f`c-. AP .......... nt g sworn,de (Tame of 6hdhrkk,ar Dochsnerht) •• poses and says that he/she is the applicant for Permit, And that he/she is the .»........................»....» C •..............•••••• Owner or Owner and/or representative of the »...» 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(his application are true to the best of his knowledge and belief;and i that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ( J�.� Notary Public: ...:. .``' ...................... �� ............ ..............k......... ........ .......................... FORM - 06/10 i 1 Town Hall Anne'` 41 Main Telephone(631)765-1802 S7OBox 119 broner.r M ny us Southold,NY 11971-0959 BUHZING DEPAR'IIMIENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� ��� Date: Company Name: e I Pj Pii' 12Gf�i` LLG Name: License No.: g , z ress: ne No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Aa r)'e Al *Address: ' 6 3A11k.< *Cross Street: *Phone No.: �-- Permit No.: ' 3 6 -7 8"3 Tax-Map District: 1000 Section:_` Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE j NO Rough In Final *Do.you need a Temp Certificate: YES NO Temp Information(If.needed) I - *Service.Size: 0�a e 313hase 100 150 200 300 350 r *New Service: Re-connect ndergroun Number of Me#ers hangs of SeY, ffead— AP UUAdditional Information: PA E DUE WITHPLICATIOFEB 10 2012 �I BLDG. DEPT. • - I OUTNOLD :82-Request for Inspection Form Southold Town Building Department �guFwt,�co P.O.Box 1179 Permit#: 36783 54375 Main Road • g Southold,New York 11971 Permit Date: 10/28/2011 ylo� (631)765-1802 Expiration Date: 4/28/2013 Parcel ID: 111.43-10 BUILDING PERMIT RENEWAL LETTER Dated: 6/19/2014 Applicant: Scwhartz, Mark Location: 6325 Nassau Point Rd, Cutchogue Work Description: ADDITION/ALTERATION Relocate house& construct additions& alterations& inground pool with spa as applied for A FEE OF $1145.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Marie NG Address: 169 Carroll St Brooklyn,NY 11231 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. pF SOUI�,oI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N ANC Fax(631)765-9502 P.O.Box 1179 G� • Q Southold,NY 11971-0959 Q �y�4UNT`I,� January 23, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Marie NG 169 Carroll St Brooklyn NY 11231 Re: 6325 Nassau Point Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) r T ustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41709 — Relocate House, Add/Alt, Pool/Spa REVISIONS: HEALTH 61!38/11 Aba�(donment of e) ting sani NOTE: mform��kith deparLent tart sYstem must be inNO WELLS WITHIN QmPleted formWW,.' requirement Submit 150'OF PROPOSED , „ SEPTIC SYSTEM proof ,, DWELL N/TT 2G1I MAY 10 Phi 1: 56 ��'� USES PUBLIC WATER NEIL ATTARDI ' RICHARD S.ATTARDI / � &CAROLYN ATTARDI _ �� �r / LOT 44 :...F'I. 0f 'a_ j it : ./ ,.. ��I WU Vs wir Nll EL 41.8' 1 N 64033'0" E 356.00' o EL,45,011, EL.8.7' O 5' O 10'min.SETBACK FOR / c O }}qq � Q _Q ACCESSORY.STRUCTURES ; Q Y� D.W M D.W O HOT CN I EP y- -,Wf•; - N i C�I T118 1 50.00' a 30.5' - _ Z Fg A C , h ` n W TEST HOLE L20.00'... ... IpEL3/.a NASSAU EwsnNc3sTrHousE+ _ z«xao � O LITTLza E (RELOCATED) .� �RCING POL iPOINT LOT as ;, OUSE i g, tL PECONIC I ` I ' ' 120.5' �� CN BAY ROAD ® —W— � W— —W— —W— W— W- 13a � [PROPOSED NEW WATE0.LINE AND MFSE0.] - o - O GRAVEL .....: _... J... ...... _..i 1 00.2 M z 1Gn IDRIVEWAY 8 _I: j "iI CN a Q _ t rr.,�1�:y` it I_I: 1 a'+i' '•:,hayr:. � ["' 19.4 A 131.314• :, D R:. o WOQL1.ff.EPS TO moi;: �s `. rv' 0' EXISTING ' .•' ••- � _ 03.9' K 40.0 EXISTING N D'W EXISTING SEPTIC TO 8 1 ;•• ��ii N REMOVED AND FILLEDIN , Q PER SCHDS REQUIREMENTS EL 37.0' S 64°33'0" W 344.00' r- EL.38.0' EL.8.8' _ n,7 �►, o o N/O/F ?±.. MICHAEL CATAPANO IS,ANDREA L CATAPANO x - Fr DWELLING SITE PLAN 'a -� USES PUBLIC WATER – �e ,!' U ryti s;• 1 SCALE: 1" — 30'-0' '" - Lor ae ... • ' Oa 5' EXISTINGACC. - TM# 1000-111 -13 -10SC TO BE REOLOUTED tY ., N• o SEPTIC SYSTEM LOCATION: 1p SYM.: DESCRIPTION: DISTANCE' DISTANCE DISTANCEsuffaxcetwN ��� r/t�i6 �', 0 " "; ". " ", FORAPPx iaz�Ai.i�Fi '' QRr'� x o r FROM A ., FROM B . FROM "C": Ott:fy`Tr MON ri •0 - 4 fir. R•M;) EC-E U • �,'• ���/•@:D•1_iJ `T.C� S'. }fit AND Q W . ! � ST 1500ga1. SEPTIC TANK 13.9' 54.7' 40.8' �r � s-= ->`r'�:�0 � �v A U 8 LP 1 8'dia. X 8'deep LEACHING POOL 29.4' 67.8' 54.8' ZI z v _ TEST HOLE LP 2 8'dia. X 8'deep LEACHING POOL 24.8' 49.8' O EL.38.0' s i-- � EXISTING 2 Ij DATE �";••%- �• . + (RELC( AM eN MEETS AND BOUNDS BY: NATHAN TAFT`CORWIN III ' LAND SURVEYOR, LIC. 50467 TO MUM EEDROOMS DRAWN: MH/MS SURVEYED: MARCH 31, 2011VAL, AprJ 2 SCALE: 1/4"=I'-o• . EXPIRES THREE YEARS FROM DATE OF AP rola 8 • W W � � 8,2011 PARTIAL SITE PLAN � 1' SHEETNUMEER: Cil1 SCALE: 1n = 20'-0' 1 _ L T � HOUSE REVISIONS: HEALTH 04nMI- ELEV. 40.5' +/- PROPOSED SEPTIC SYSTEM DETAIL FINISHED GRADE , ELEV. 38' (NOT TO SCALE) ij TOP EL. 37.0' f-1' MIN. TOP EL. 35.9' ]' MIN. 6„ rU� ri ir: MINA DIA. �,i ♦,� APPROVED PIPE 1500ga1. LEACHING LEACHING 1 SEPTIC APPROVED PIPE 36.0'-L/ min. PITCH 1/4"/1' TANK min. PITCH 1/8"/1' i POOL POOL • 8 0' � INV. EL. 35Y 3 CLEAN INV. EL. 35.7' SAND INV. EL. i _[ 2 811 COLLAR a N 35.2 I 3 8 MIN, si B a a 'n 2 POOL SYSTEM BOT. EL. 27.6' GROUND WATER (NOT FOUND IN TEST HOLE DATA) a LEACHING POOLS SEPTIC TANK NOTES: NOTES: 1).MINIMUM LEACHING SYSTEM IS 2 POOLS;8'DEEP,8'DIA. 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. O d 0' 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 300 ------------ 0.5' DARK BROWN LOAM (OR EQUAL). 28 DAYS. s�• ' N- <Z1 s..,, OL t. a a 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNL'S BROWN CLAYEY SAND I - BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP 51.17AE M. SC > 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE REINFORCING TO RESIST AN APPLIED FORCE OF 300sf. ^ �! ----------- 3.0' MAINTAINED. P �"Y-" ' 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERT p O rn 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL ZO p BE MAINTAINED. 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIR '9 .^ O U MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BE.., MPf�4TE�Dr, �S~ SAND OR PEA GRAVEL. °` S' : : � �? �: =•g;` V w 6).A 10'MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE 1VIAlNAINEfJ' "' W 3 7 SCTM# 1000-111 -13-10 PALE BROWN FINE TO MEDIUM SAND SP � a M a 0 Z z N • ----------- 17' tl i TEST HOLE DATA DRA E: MH/MS SCALE: 1/4"=1'-0" JOB N: McDONALD GEOSCIENCE Apri128,2011 (DUG,MARCH 1, 2011) SEETNUMBER: S-2 - SURVEY OF �-- LOT 45 AMENDED MAP A OF D LC 15 2 NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 Th!NN(pG. DEPT. LD SITUATE CUTCHOGUE N4 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 111 - 13- 10 SCALE 1 "=20' MARCH 31 , 2011 s�o DECEMBER 10, 2011 FOUNDATION LOCATION AREA = 30,0459 sq. ft. 1 s� J (TO BULKHEAD) 0.690 ac. F DI DI �°c� % I.1/ATTAA T A D1 0 NEILD s ATT 9 CxAgOLYN `o 2 g1 CAg A� o NOTES: LOT ao 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: 0- FIRST FLOOR — GARAGE FLOOR �5. \ T o TOP OF BULKHEAD NRE S J BOTTOM OF BULKHEAD pE \ ANG TOP OF WALL — BOTTOM OF WALL Cp PR a I J �n a 36 'CPA S�ORO�SF- F SSE° GpN ER o a. o \ 2 N J yr �J? \ 2g , \ 6� � GRP � � �• s.o• � a\ p�PE �\ TEST HOLE ` \ a O � a VNO °N FG°NG. o a�\'a. o. gG S Ar TEST HOLE DATA (TEST HOLE DUG MARCH 1, 2011) DARK BROWN LOAM OL fN6 0.5' Call a a.. BROWN CLAYEY SAND SC 3: �J 6^ •P 1��g/ ZA 5 QNNQ g�AG a S C d' oc� GPRP'N' O OI CAT�ApANO5. a oa CA PALE BROWN FINE TO MEDIUM SAND SP a / ITAEL A L - PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY e a FORTHE SUCHI USE BYNTTHEPNEWVED YORKNSTATEOPTED LAND TITIL Sm TIO . PJEK' ? / 9 -�p.VT CO 17 a JNp °N / 'lam z 6 ON a N.Y.S. Lic. No. 50467 n UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OFTHE NEW YORK STATE ■vzlp EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING O, THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. \\y/` CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND e Joseph A. In no L.S. LENDING INSTITUTION LISTED HEREON, AND p g 9 /i TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31 -029B SURVEY OF �'jC HEA)TL-; LOT 45 AMENDED MAP A OF A 11'f�*i�,'i ,k NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 Dc-) NOV 0 20M SITUA TE CUTCHOGUE krPft-_!d emi-Z. r�k7t I";-; �d 91"-f3dory FOR TOTAL IiA ZZ flk 0 F'6 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK -1_�tJ. H� Walter J. Hl,'bert,P.E., ...................... ro ��Nov S.C. TAX No. 1000- 111 - 13- 10 OMCC Of Wastemler Mcnpr-m". t SCALE 1 "-20' MARCH 31 , 2011 V V-0. DECEMBER 10, 2011 FOUNDATION LOCATION MARCH 28, 2012 ADDED SEPTIC SYSTEM MAY 14, 2012 FINAL SURVEY SEPTEMBER 24, 2012 ADD WATER & SANITARY LINES TO GARGAGE P� V_ 73� AREA = 30,045 sq. ft. 'Y' (TO BULKHEAD) 0.690 ac. 'OT % 0 Cl? 7' 0 0 S. 0 7- 001 101 9110-1 '0� 0 r,C)013. .J, -1 \IS I a. 10 'CP- 6 yc' G'� 0 27.5' 1�1 lb v, \j iiol ,. 19 ro CP_ A-13'0 '0'. 'F 1,1 4 4 C141V&40c, % & C 4 4 1 /4v 6 ? 4 4 A 4 4 INP, 10 T_- 4 tYl�� VIs 4 0 LOT 0 LOT �O 00 /fc 0 4 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE �R_ISTA LAND TITLE ASSOCIATION. 0 ;,,A OF ly 0 ;P 0 0 41 7- 657 4 .�.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION 4 NVI TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 19 v," Nathan Taft Corwin III 0, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Land Surveyor CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, Jr. L.S. LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Ploos — Construction Layout PHONE (631)727-2090 Fox (631)727--1727 THE EXISTENCE OF RIGHTS OF WAY OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Rood P 0. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport, New York 11947 Jamesport, New York 11947 31 -029C SURVEY OF LOT 45 AMENDED MAP A OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUATE N�O CUTCHOGUE N� TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 6 �� FRpM� �°�G °EGK S.C. TAX No. 1000- 111 - 13- 10 SCALE 1 "=20' syr° MARCH 31 , 2011 Q DECEMBER 10, 2011 FOUNDATION LOCATION MARCH 28, 2012 ADDED SEPTIC SYSTEM y FOv pE aGS � 5� MAY 14, 2012 FINAL SURVEY F, o o A1q y 3 j P 2012 o AR�I ck AREA = 30,045 sq. ft. (TO BULKHEAD) 0.690 ac. a(or N A`I ATS RD HO(p RICA OLS �� o° 2 L E \ SES Q 5 i^2 o- J1 0 J'�Ao � J O! \a. O F ,nA� oO T__ 0-1 FSfC.ISO. SEPPN\� 0 FQPM�o GO 27.5. e� GO oo. 0 ,a O CD ° 1p" CP. c'y a oL �j c^ O o O O O o FOLIE ro d ° APC Oy ?.g• o O O \' �O \ ° F vGZ s"0 '^, 0 ° NO ON' O\PN ° d a 5� CP `J'00 d S n F pNG 0� ° . raNf d °9F(CgN 6a ° y�poN CU o VN ° 9 W s. 4A. d •°° ° dw ° Y.I PSK �C OZOO J'OG\ate. RJ\jp� O° 1'Fj yo J \ Fz00 S ° ° 4 NSER L ° . o o �J° cd^ d 'y /W w 00 d°� Foote 26� G°NN \sr oo�p�\ LOT ApA1VOt0 0- � �\� �+° ELr s L C PREPARED IN ACCORDANCE WITH THE MINIMUM R TITLE SURVEYS IrxTtAREA BYANDTHERDS.AFLS. AND APP OVEDAANDSADOPTEDD FOR SUCH USE BY THE NEW GRK STATZ LAND TITLE ASSOCIATION. Of NE ` / p,F T O or ONERHEpD ° !F �j to 7 e QQQ � Y.S. Lic. No. 50467 0 ° ° ., a ° ° UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE LAW.W. Nathan Taft Corwin COPIES OF THIS SURVEY MAP NOT BEARING THE° �O. EMBOSSED SEALOR LANDEYORSHALL INOTDBEEAL CONSIDERED LandSurveyor ° � ���/// TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY �a IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31-0290 41709 SIZE ( FT ) -A---IB' C D E F G AREA CAP. SO-FT. GAL.to � DIVING BOARD A A INLET ,/LADDER ir,ILET FITTING Cf O i AUTOMATIC SKIMMER +_ UNDERWATER O LIGHT OB (OPTIONAL) O O111111111 B MAIN DRAIN PLAN 1 0 0 0 =i-"- "'� �:"�;,ter-1=�"7•�-r - ;L„•: N. }tom.. s” X s"1 SECTION A—A GENERAL NOTES j; r �� ' TILE FACING WATER • -rry: % ! LINE t• 4.- THE DESIGN IS BASED ON A DRAINAGE SOIL WITH <10°ro .;,i.�?,;r, i�icy�. `f 1',:WASTE FILTER SILT GROUND WATER SHALL NOT EXIST WITHIN THE � ;1:., �, LIMITS OF THE EXCAVATION IF GROUND WATER EXISTS ''�' el f` G� PUMP HAIR, & UNT WITHIN 6'-0" BELOW GRADE SPECIAL DEWATERING ` ;��. CATCHER SKIMMER FACILITIES WILL BE REQUIRED `NATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY x `►L' 4. ! -- — WATER LINE — — — — ! 3 r:3 BARS u' ' c RETURN TO 2 Pt0 SURCHARGE ALLOWED WITHIN 4'-0" OF SHALLOW ��;a; +''• CONT BOND BEAM ;s; s,� > t_L.rL_ INLET END AND 6'-0" OF DEEP END ALL AROUND _^y1' �A ' MARBLE TIES 12" OC ^' s' DUST x 3 THE PNEUMATICALLY APPLIED CONCRETE (GUNITE, � � i FINISH ) � �i--- MAIN DRAIN SHALL BEA 1 4 MIX WITH.4 MAXIMUM OF 3':GALLONS OF •��z'1:. !�','�a:: 6"THICK 1-4D WATER PER SACK OF CEMENT - REINFORCING STEEL SHALL BE INTERMEDIATE GRADE '�-1� .+5•.x`1 JAN 24 c- 202 k RII I FT CTFGI V:'ITF-f .'. lJ.INiA.RI IN i GC (1;: 4;1 RLP �:•�t?: . `1:^�'�- V DIAt,rETERS SCHEMATIC PIPING ARRANGEMENT DEPT. RADIUS VAR;=S BLDG. ;rs[r� � 6" to 24" SHALLO':1' END TOWN pF SO�JT i0L0 5 POOL WATER SUPPLY BY OWNER'S GARDEN HOSE. PCOL 2`'" UP ON DEEFIIEND TO BE KEPT FULL DURING FREEZING WEATHER PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN t " ( ) 24 HOURS +t� t.� ` = s•.0 TEEL REINFORCED POOL SPECIFICATION CONTRACTOR: ' y • ,1 �` t; t Here is a typical pool 'specification. WALL SECTION 'i• '�'>r- s'Y; DEPTr. <s' _0" >s - o' G3lloGrmtfiaPbolq B—B =�'=.� F HORIZ) 12" OC 8" OC southat11ptoNy11ow 19 VERT , 12" OC 6" 0C OWNER: FLOOF 12" OC EACH WAY OR MESH EQUIVALENT I _i4 REVISIONS: A)- 29$-45) -- -- ----------- - ------ 1> 7 _iT7 4 t6 C < 4 C; z 00 > --------- -- 2�'-01/2" > 117 r, 4 C) -0":- 3'-111/2" �2'-0 11111 41 _2' 10 -3 4 _j 1 '0 01 0 MASON TO VERIFY DIMS. -36X2+ • FOR BILCO TO BASEMENT 0 0 ACCESS 2E2 0 C14 FX.2XI0 FJ ra),16"QC 46 0 •• a-� ---... .. _._ ... , . i O �J 4 12I_'51) ---3' - �'aIIEXISTING - - Lu Q1111 B B Milli 2XIO 1 1111 \Ijtl 4'STEEL COLUMN NEWnun .9-1/2 TA Fj rd)16"Q(* 3OX30XI2 CONC.FTG. 111 x X U:: ------ -- ------ - z 11 II11 M 1111 M Cot alit , • -lilt 51-6tl i 4 EX.2XIO FJ gib"OC 1fil • -1-0 i,------ l------ 11 Lu I till I Ito CC);P It----it---------- ----------- ... 14"STEEL COLUMN 4"STEEL COLUMN I '48X48XI2 CONC.FTG. 48X48YI2 CONC.FTC.I REINFORCED wl ------- 1100 IIII IM#5 REBAR EACH WAY C 1- ------ -I fit- REiNFoRcEL).i,' lilt I i EXISTING 4111 (4)1115 REBAR EACH WAY I oil] I 1 IIH 1111 IIH IH,- I ----_-114t,. gtf NEW 9-112 TA F1 o.16110 lilt It*- Z 4 Lu " Illi EX.2xio Fj gwnr' 00 00 _j v _ttfl_EX 2xin FJ ralwnr It I iE:::: bj) un L) '(D COIIII X t El q;4"STEEL COLUMN 1111 r_IIII M :z II ::: 30X30XI2 CONC.FTG. lilt _'1111 rn (2)2X)o lilt CN z Z u co z 4 , nu1 ill un Milli Cc % Inn illtill —oil N 3'-53/4" cc 15'- 9 111/2 fit C-01/4"t ------ ---- -- - - - ---- - -- 1 4 . 7� v 7 7 Lf, v 46'-101/2" N 5'-6„LEDGER BOARD TO BE FAS ENDED I 2X8 ACQ I I TO BUILDING WITH TIMBEPLOKS I DJ @16"OC C 0 10"dia.CONIC. PIER SELF-COUNTERSINKING SCREWS I r--4 W/24X24XI2 BY OLYMPIC MANUFACTURING ....... ------16 0j (2 SCREWS EWS @ 3 2"0. . C) Q CONC. FTG. @ I)2X8 ACQ GIRDER I 'Inn cd u 3'BELOW GRADEE =i======: : =z: ==: _=Ei_ T- - ---------------- --0 x PR (3)2X8 ACQ GIRDER (3)2X9 ACQ GIRDER (3)2X---8 ACQ GIRDER T- -----------------T- _T------------------- - - - - -------- ------- ------------------------ -----------------4 4 ---- ---- ...... I: 9)-41/2" 9'-5" 9'-41/2" 5'-8 0,0 �4 M t U EX_OUTSIDE PATIO 0 1 ;� 4 .4, cc yf 10'-41/2" 7'-019 10, Ln U Cl) 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi. HEIGHT AT V-10". 5).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES � 7—' U*) EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER RESIDENTIAL ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR 00 CODE WITH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. FOUNDATIONPLAN 2).FOUNDATION TO HAVE 8"X16"CONCRETE(2X4)KEYWAY FOOTING. FOOTINGS 6).PROVIDE 5/E"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I I'-0"OF CORNERS, r-4 TO HAVE 2-#5 CONTINUOUS RE-BAP.ALL FOOTINGS TO PEST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A EX,SUN ROOM PATIO 411'11'_ A UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO SCALE: 1/4" 1' 3).VERIFY WITH OWNER IF ENC.PORCH SLAB IS TO HAVE RADIANT HEAT AND BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. PRIOR TO POURING SLAB. 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE A)� E W4 BLOCKING AT S'-O"O.C.AND MIDSPAN. S 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. PROJECT NORTH W! F 1D INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 8).PROVIDE SMOKE Co DETECTORS PER CODE. u WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB,THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL MASON AND GC TO VERIFY ALL t: JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE DIMENSIONS OF FOUNDATION THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL 4e SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAP IS TO BE NO WORK PRIOR TO CONSTRUCTION R[o(" MORE THAN 16 FEET. T"W!'1\ 0r, �')r";THOI D X.EILR;MF�J'�YATIQN ............ FOP, LINE UP WITH EXISTING AND 0 FTREPL<E FOUNDATION PROPOSED NEW A u n' f r1t EX.CRAWL RACE -A PROJECT NORTH EXISTING FOUNDATION PLAN L SCALE: 1/8"= I' DRAWN: MH MS SCALE: 114"=V-0" AMENDMENT JOB#: December 14,2011 SITEST NUMBER: 109k 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 AL CONTRACTOR TO COORDINATE MEETING WITH OWN ERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECT A J 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. IONS REVISIONS: NONTURFF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOFF INTO THE SOIL. EXAMPLES INCLUDE: NATURAL VEGATATION, WOOD CHIPS, MULCH, GRAVEL, AND SAND. FERTILIZERS AND IRRIGATION MAY NOT BE USED WITHIN THE NONTURF BUFFER AREA. PERMISSIBLE VEGETATION TO BE PLANTED IN NONTURF BUFFER AREA: GRASSES/FLOWERS/HERBACEOUS PERENNIALS: SHRUBS: > BLACK GRASS(JUNCUS GERAIRDI) >GROUNDSEL BUSH(BACCHARIS HALMIFOLIA) >SPIKEGRASS(DISTICHLIS SPICATA) >MARSH ELDER(IVA FRUTENSCENS) >SALT-MARSH ASTER(ASTER TENUIFOLIUS) >BEACH ROSE(ROSA RUGOSA) } >SEASIDE PLANTAIN (PLANTAGO MARITIME) > BEACH PLUM(PRUNUS MARITIME) >SEA LAVENDER(UMONIUM CAROLINIANUM) >STAGHORN OR SMOOTH SUMAC(RHUS SP) >PURPLE OR PINK GERARDIA(GERARDIA MARITIME) >NORTHERN BAYBERRY(MYRICA PENNSYLVANICA) i >ARROW GRASS(fRIGLOCHIN MARITIME) >INKBERRY(ILEX GLABRA) >JOINTED GLASSWORT(SALICORNIA EUROPEA) >WINTERBERRY(ILEX VERTICILLATA) >SALT-MARSH FLEABANE(PLUCHEA PURPURASCENS) TREES: I > EASTERN RED CEDAR(JUNIPERUS VIRGINIANUS) >SEASIDE GOLDENROD(SOLIDAGO SEMPERVIRENS) >SWITCHGRASS(PANICUM VIRGATUM) > BLACK CHERRY(PRUNUS SEROTINA) �� >VIRGINIA CREEPER(PARTHENOCISSUS QUINQUEFOLIA) >WHITE OR BLACK OAK(QUERCUS SP) T HAYBALES WITH SILT FENCING >SHAGBARK HICKORY(CARYA OVATA) / ( AS REQUIRED BY CODE (TYPICAL) >COASTAL PANICGRASS(PANICUM AMARULUM) O NOTE: I > PITCH PINE(PINUS RIGIDA) NO WELLS WITHIN / >AMERICAN BEACHGRASS(AMMOPHILA BREVILIGULATA FERN) Fn 150' OF PROPOSED / I >SWAMP MAPLE(ACER RUBRUM) H / � *.94 >BEARBERRY(ARCTOSTAPHLOS UVA-URS()SEPTIC SYSTEMDWELLING N/O/F >SHORE JUNIPER(JUNIPERUS CONFERTA) >AMERICAN HOLLY(ILEX OPACA)USES PUBLIC WATER NEIL ATTARDI >TUPELO(NYSSA SYLVATICA)RICHARD S. ATTARDI&CAROLYN ATTARDI >WITCH HAZEL(HAMAMELIS VIRGINIANA)• > FLOWERING DOGWOOD(CORNUS FLORIDA)>SASSAFRAS(SASSAFRAS ALBIDUM) i10'min. SETBACK2 FOR ACCESSARY EL.41.8' ! N 64033'0" E 356.00' (;� STRUCT ES EIS. 45.0 EL. 8.7 d 4' HIGH O W i O EXIMNGACC.BLDG. POOL C� J ,,. .. POOL FENCING F� W APPROVED AS NOTED • 10 BE RFELOCA7ED M FENCIN P. v I--�..' r ,� I ■. / _ M`N 20, D.W in1. D.W.• � HO►T a ►11, r DATE`o , J � $3 � � EP cN` '©T ' 'n] ,N TUIB w r J (1 5 0 00 _��B.P. # Q -. FEE: (� p BY /oD �'0 5 0 00' �- 1 �l DO NOT PROCEED WITH NOTIFY BUILDING DEPARTMENT A �o 71I. -T UNTI►SURVEY r, A C I r__:,.•- �I 765-1802 8 AM TO 4 PM FOR THE Z I- EL. 8.7 OF FOU"d-, _�,,MTION FOLLOVVING INSPECTIONS: 4.8' 18X46 2 r / , I �. l i :- "`n rv,) TEST HOLE POOL .� I r �' �I t Q HAS -v,r�'�'Ep 1. FOUNDATION-TWO REQUIRED Vii, i ••.... .. r~/ , •�►��,9 g FOR(POURED CONCRETE ........... O p EXISTING 2 STY HOUSE i i 5 I z O 2. ROUGH-FRAMING,PLUMBING, O } - (RELOCATED) i SITE CLEARANCE r %••i FROM EX.IILDG. - w 0 LITTLE STRAPPING,ELECTRICAL&CAULKING NASSAU C ; Z EXISTING ' 1 � ' ` ' 10' DEEP o 3. INSULATION POINT LOT 45 2STY. HOUSE FI=� _. NON-TURF 0 PECONIC �.� ON ELECTRICAL I BUFFER w PW. ' Ea CERTIFICATION 4. FINAL.-CONSTRUCT( & ROAD - - - - �' - W-- W -W -- --W W '''%�'- ��� I 1 O'0b)',\'' LL=1 6 EAC H cV BAY L v MUST BE COMPLETE FOR C O �GD". L�:I1 COP TL---f'1 T-B�F�'i r ALL CONSTRUCTION SHALL MEET THE CERVI 1 ATE OF OCCUPAN . 'REQUIREMENTS OF THE CODES OF NEW C� O 13a ;%/ ra, EX ST �G YORK STATE. NOT RESPONSIBLE FOR O J [PROPOSED NEW WATER LINE AND METER] ✓, /,/' i O GRAVEL i % Q 1 ~ 1 7 7.91 SOLDER !"'�. "J WATEhs DESIGN OR CONSTRUCTION ERRORS. O BURIED PROPANK DRIVEWAY /;'/' �'?/`// °' I 4-? i.. LL' I ! - x l N SUPPLY,:', _. i r M CANNOT C!� H W I / , /' i i/ I-.-...... EXISTING SEPTICYCSBE u !.-,r p- TANK i / '/' // i ii IE6:Ei 'S'�^" REMOVED AND FILLED !-f 4r SCHDS REQUIREMENTS I' a EXCEED 21'10 OF 1% LEAD. o O - 6� O r r! EXISTING RETAIN STORM WATER RUNOFF O p, ' 4' HIGH 34 F- + ' DECK PURSUANT TO CHAPTER 236 O 127-IB \/ / A j %-� g EX. WOOD STEPS TO DECK � � _ POOL FENCING 'f' � �'�1 OF THE TOWN CODE. {[�7/� .,.5' .{ - AC .CTLs / 3', /" .---T-/-� -I PLUMBING �`•J �I I Q EXISTING (RE-E°cA,�61 i !�/i/rf I!� � r 40-00 GARAGE w , '' O ,4 EXIST ALL PLUME31NG , Z v O N Ov{f- ;r� (I 4 HIGH EpS TESTINaBEFORE,;' OCCUI R l`' O N • M EL. 37.0' S 64033'0" W 34 .00' 1 EL. 38.0' ' EL. 8.8' USE IS MLAWFUL WITH("I' ! " CERTIFICATE MICHAELCATAPANO T-- \ OI- . DWELLING &ANDREA L. CATAPANO _ SITE PLAN USES PUBLIC WATER j SCALE: 1" - 30'-0' - f., 0 _ N i m 4 � o g' CPMEDIA E1.Y�� � \ ENCLOSE POOL TO CODE rn a UPON COMPLETION ~ v p FV•+ BEFORE"WATER" ELECTRICAL oct� . II SPECTICI� IEC�CI � X � 1 IRE® SITE PLAIN. U Cy\ I" �r �•� in SCALE. 1f1 "' 2O�'IOI SITE PREPERATION: N o W 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, HOUSE CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY ELEV.40.5'+/- PROPOSED SEPTIC SYSTEM DETAIL COMPANIES THAT THE AREA 15 CLEAR. FINISHED GRADE 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES ELEV.38' (NOT TO SCALE) BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST DRYW E LLS. 8E DONE BY HAND. w TiOP EL.37.0' 1'MIN. TOP El.35.9' 1'MIN, SEPTIC SYSTEM LOCATION: [-� 6 SCTM � 1000-111-13-10 000 ���_� ���0 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE FOUNDATION. MIN.4"DIA. - DISTANCE DISTANCE DISTANCE i A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY. 1500ga1. -'- SYM.: DESCRIPTION: „ p „ „ A „ ROOF AREA:2160 SQ. FT. B).CHIP BRUSH. V LEACHING LEACHING FROM"A": FROM "B": FROM C . APPPOVED PIPE SEPTIC APPROVED PIPE I C).REMOVE STUMPS AND HAUL THEM AWAY. O 36.0'-/r 6.D' min.{PITCH 1/4"/1' " POOL POOL a U) TANK min. PITCH 1/8/1' 1 8 0. I ST 1500ga1. SEPTIC TANK 13.9 54.7 40.8 AT 100/o WATER RUNOFF: 362 CU. FT. INV.EL.35.1' T CLEAN MEETS AND BOUNDS BY: NATHAN TAFT CORWIN 111 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL In INV.EL.35.7' INV.EL. 1 r - SAND LP 1 8'dia. X 8'deep LEACHING POOL 29.4' 67.8' 54.8' QUALITY OF THE PROJECT SITE. LAND SURVEYOR, LIC. 50467 35.2' g" 3 COLLAR LP 2 8'dia. X B'deep LEACHING POOLI 24.8' 1 49.8' - PROVIDE (2)8'DIA.X 6'DEEP DRYWELLS SURVEYED: MARCH 31, 2011 +.�g I S'--►� 8 ""� MIN I 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE N DRYWELL: 8 FT X 6'=253 CU. FT. TO A SAFE LOCATION WITH A FRONT END LOADER. E" FQ� 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION 2 POOL SYSTI=M BOT.EL.27.6' GROUND WATER(NOT FOUND IN TEST HOLE DATA) BENCH MARK PRIOR TO EXCAVATION, P� 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL V 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, x B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. <C 8).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE LOCATION: AREA: LOT COVERAGE: REMARKS: SOIL TO REMOVE: SOIL TO ADD: LOCATION: AREA: LOT COVERAGE: REMARKS: SOIL TO REMOVE: SOIL TO ADD: LOCATION: AREA: LOT COVERAGE: REMARKS: SOIL TO REMOVE: SOIL TO ADD: ANGLE AT WHICH THE SLOPE IS STABLE.USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). PROPERTY: 30,459 SQ. FT. 0.69 AC. TO BULKHEAD SIDE DECK 44,7 SQ. FT. -0.2% EXISTING TO BE REMOVED - 1 CU.YD. 20'X40' INGROUND POOL 800.0 SQ. FT. 2.6% PROPOSED 178 CU.YD. - A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. REAR RAISED PATIO 299.4 SQ. FT. -1.0% EXISTING TO BE REMOVED - 12.0 CU. YD. 10'X10'HOT TUB 100.0 SQ. FT. 0.3% PROPOSED 15 CU.YD. - 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. BULKHEAD DECK 108.0 SQ. FT. 0.4% EXISTING TO REMAIN - DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF;c_ iS1 ION; I BULKHEAD SHED 25.5 SQ. FT. 0.1% EXISTING TO REMAIN - - 1 STORY ACCESSORY BLDG. 84.7 SQ. FT. 0.3% EXISTING TO BE RELOCATED - 2 CU. YD. SEPTIC SYSTEM - - REMOVE/FILL 3 CU.YD. 12 CU.YD. 10). DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REP A BULKHEAD Sl-AIRS/LNDG. 200.0 SQ. FT. (0.7%) EXISTING TO REMAIN - - PORCH 39.8 SQ. FT. 0.1% EXISTING TO BE RELOCATED - 1 CU.YD. PRACTICAL. DRAWN: MII/MS SEPTIC SYSTEM - - PROPOSED 15 CU.YD. 3 CU.YD. 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB(SI7�'t�wzy DR E ,r`4PSCALE: 1/4"=1'-0" EXISTING 1 STY. GARAGE 462.3 SQ. FT. 1.51% EXISTING TO REMAIN - - HOUSE w/ADDITIONS 1276.8 SQ. FT. 4.2% RELOCATED&EXPANDED 350 CU. YD. 10 CU.YD. UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH {�NO'�.� ENP 00 CrT JOB#: BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OFfifRE $ 0 P E1 J2Y September 28,2011 SUNROOM 352.0 SQ. FT. 1.2% RELOCATED&EXPANDED 47 CU.YD. 8 CU. YD. TOTAL: 3,593.8 SQ. FT. 11.2% - 609 CU.YD. 327 CU.YD. TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CANT NOT IN ST Ef f Se P 2 STORY HOUSE 947.8 SQ. FT. (3.101b) EXISTING TO BE RELOCATED - 250.0 CU.YD. FRONT PORCHES 144.7 SQ. FT. 0.5% PROPOSED 1 CU. YD. - CONSTRUCTION BEGINS,ATEMPOARY GRAVEL DRIVEWA O d, t A�ij SHEET NUMBER: WHERE VEHICLES ENTER THE JOB SITE. SUINROOM 248.1 SQ. FT. (0.8%) EXISTING TO BE RELOCATED - 28.0 CU.YD. 04 a REVISIONS: STORMWATER MREQUIREMENTS WHERE APPLICABLE 2"X2"STAKES STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE 2'IN THE GROUND WIRE TIE DEFINITION: DEFINITION: BALES BUTTED A TEMPORARY BARRIER OF STRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER OF GEOTEXTILE FABRIC(FILTER CLOTH)USED TIGHTLY TOGETHER INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS y NOTE: OF DISTURBED SOILS. OF DISTURBED SOIL. SILT FENCE IS PREFERRED,IF SIGNIFICANT GRADE EXISTS,STRAW SALES MAY BE PURPOSE: REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE SILT FENCE. PURPOSE: THE PURPOSE OF A BALE BIKE IS TO REDUCE RUNOFF VELOCITY AND THE PURPOSE OF A SILT FENCE IS TO REDUCE RUNOFF VELOCITY AN YY(( EFFECT DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD.STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD.LIMITS IMPOSED BALE DYKES HAVE AN ESTIMATED DESIGN LIFE OF THREE(3)MONTHS. BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM CONDITIONS INHERE PRACTICE APPLIES: PERIOD THE SILT FENCE MAY BE USED. WATER THE STRAW BALE DIKE IS USED WHERE: CONDITIONS WHERE PRACTICE APPLIES: 1).NO OTHER PRACTICE IS FEASIBLE. A SILT FENCE MAY BE USED SUBJECT TO THE FOLLOWING CONDITIONS: 1).MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO 2).THERE IS NO CONCENTRATION OF WATER IN A CHANNEL OR A SILT FENCE ARE: OTHER DRAINAGE WAY ABOVE THE BARRIER. SLOPE MAXIMUM SLOPE 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION. STEEPNESS: LENGTH(FT.) 2:1 50 4).LENGTH OF SLOPE ABOVE THE STRAW BALE DOES NOT EXCEED 3:1 75 H THESE LIMITS: CONSTRUCTION PERCENT SLOPE LENGTH 4:1 125 SLOPE SLOPE (ft.) 5:1 175 a 2:1 PRE-ASSEMBLED 50 25 FLATTER THAN 5:1 200 44 Q 2-1/2:1 40 50 2).MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SILT FENCE STRAW BALE AND SILT FENCE 3:1 33 75 SHALL NOT EXCEED 1/2 ACRE PER 100 FEET OF FENCE:AND Z 3-1/2:1 30 100 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION;AND u 4:1 25 125 4).THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER, ADJACENT ADJACENT WHERE SLOPE GRADIENT CHANGES THROUGH THE DRAINAGE AREA, CRITERIA FOR SILT FENCE MATERIALS TYPICAL RESIDENTIAL STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING PROPERTY PROPERTY TO THE STRAW BALE DIKE. 1).SILT FENCE FABRIC:THE FABRIC SHALL MEET THE FOLLOWING HOUSE FOOTPRINT / SPECIFICATIONS UNLESS OTHERWISE APPROVED BY THE*rl W SILT STOP THE PRACTICE MAY ALSO BE USED FOR A SINGLE FAMILY LOT IF THE APPROPIATE EROSION AND SEDIMENT CONTROL PLAN APPROVAL Lf SLOPE IS LESS THAN 15 PERCENT.THE CONTRIBUTING DRAINAGE AUTHORITY.SUCH APPROVAL SHALL NOT CONSTITUTE STATEWIDE POST ./ `II AREA IN THIS INSTANCE SHALL BE LESS THAN ONE ACRE AND THE ACCEPTANCE.STATEWIDE ACCEPTABILITY SHALL DEPEND ON IN O LENGTH Of SLOPE ABOVE THE DIKE SHALL BE LESS THAN 200 FEET. FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS, BACKFILL --- MINIMUM ( FABRIC PROPERTIES ACCEPTABLE TEST METHOD h1 i VALUE n GRAB TENSILE 90 ASTM 41682 �/ 1F STRENGTH(lbs.) NATIVE lY �`' `�y ELONGATION AT SOIL `jl� • FAILURE(%) 50 ASTM 01682 MULLEN BURST 190 ASTM D3786 PROPERTY LINE RECOMMENDED STRENGTH(PSI) EVENLY SPREAD STRAW TOE-IN PUNCTURE STRENGTH(lbs.) 40 ASTM D751 FROM APPROXIMATELY FULL WIDTH OF R/W PRE-ASSEMBLED SILT FENCE SLURRY FLOW RATE 0.3 (USUALLY IT) (gal/min/st] EQUIVALENT OPENING SIZE 40-80 US ST.SIEVE CW-00215 UULTRAVIOLETRADIATION 90 ASTM G 26 STABILITY(%) Z 2). FENCE POSTS(FOR FABRICATED UNITS):THE LENGTH SHALL BE A CUR8 4 (SUTTER MINIMUM OF 36 INCHES LONG.WOOD POSTS WILL BE OF SOUND QUALITY HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA Q C OF 3.0 SQUARE INCHES,STEEL POSTS WILL BE STANDARD T AND � O CITY STRI=ET U SECTION WEIGHING NOT LESS THAN 1.00 PUND PER LINEAL FOOT. �{ x d/ 3).WIRE FENCE(FOR FABRICATED UNITS):WIRE FENCING SHALL BE A U MINIMUM 14-1/2 GAUGE WITH A MAXIMUM 6 IN.MESH OPENING, Q OR AS APPROVED. Z U STRAW BALE DIKE DETAILS SILT FENCE DETAILS4).PREFABRICATED UNITS:ENVIROFENCE OR APPROVED EQUAL MAY N BE USED IN LIEU OF ABOVE METHOD PROVIDING THE UNIT IS INSTALLED PER DETAILS SHOWN. BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR SPACING OF POSTS FILTER CLOTH:FILTER X. TO BE 6-10 FEET APART MlRAFI 100X IN CONTOU 2"X2"STAKE 1-1/2-VIN GROUND. DRIVE STAKES FLUSH WITH BALES. SPPRO ED EQUAL.1 OR APPROVED EQUAL. l r 1. SET STAKES 2, EXCAVATE A 4" X 4" TRENCH UPSCALE DRAINAGE AREA NO MORE THAN 1/4 AC.PER 1: . j.� 6a ALONG THE LINE OF STAKES, 100 FETT OF STRAW BALE DIKE FOR SLOPES iE ' I LESS THAN 25°I°. �{, }',' �� ' �. );,t r ;.�_f:#'�il x).,r �l:k'��t`�`.j#�.u'-}�j�:,- I' i"r�',F�i-;'.�tkRajl 4"MIN. }r'::m N r r r 1 4 r# a k iI i cY) ' Ci U PROPERLY INSTALLED STRAW BALED :" +° ' x=`' - - x '� i {�'+t ,jr,�: x 3�» I. ..;�ts�1 S_� 31,x+ tt-,_t,.. ��>y"`w O ICT (Cross Section) krf ` r' 1 u'rL`i. i .'rtaiiriit F /� O ee-,'' p tom+ w �'. ick4k (;. (;r FOR ADDITIONAL STRENGTH FILTER FABRIC 2'MIN. : z kt 1 Q10 CAN F ' r `y,}i CAN BE ATTACHED TO A 6 INCH(MAX.)MESH WIRE SCREEN WHICH AS BEEN FASTENED 4. 00 W H B ASTENE TO O m .� THE POSTS.(141/2 GA.6"MAX.MESH OPENING) 4 P4 *� 1. Excavate the Trench 2. PLACE AND STAKE STRAW BALES. ` ' 4 L- 4 BACKFILLEID TRENCH n Z 3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT E Cj \ ® �p AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL. 00 Z ANGLE FIRST STAKE TOWARD CA v / PREVIOUSLY LAID BALE .RC W ATTACHING TWO SILT FENCES v' WEDGE LOOSE STRAW FILTER FABRIC MATERIAL SECURELY ' " W Rt 4" BETWEEN BALES. FASTENED TO THE POSTS OR IF USED SPO THE WIRE MESHLi H SHEET FLOW INSTALLATION V (PERSPECTIVE VIEW) '^ O tn APPROXIMATELY 6 INCHES PLACE THE END POST OF THE 'Q OF FILTER FABRIC MATERIAL SECOND FENCE BALES MUST BE TIGHTLY CONSTRUCTION SPECIFICATIONS: MUST EXTEND INTO A INSIDE THE END ABUTTING WITH NO GAPS, TRENCH AND BE ANCHORED �--� POST OF THE N 1),BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE WITH COMPACTED BACKFILL FIRST FENCE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING MATERIAL. Q \ ,Q THE ADJACENT BALES. >n 0 l ROTATE BOTH POSTS CONSTRUCTION SPECIFICATIONS: 2). EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF POSTS:STEEL EITHER AT LEAST 180 � (4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. "T"OR"U"TYPE OR DEGREES IN MAX. 1).WOVEN WIRE FENCE TO BE FASTENED SECURELY TO V Ln 2"X2"HARDWOOD A CLOCKWISE A 3' A FENCE POSTS WITH WIRE TIES OR STAPLES. 3).BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO RUNOFF DIRECTION TO n \p, STAKES OR RE-BARS DRIVEN THROUGH THE BALE,THE FIRST CREATE A TIGHT 6 VVJJ N� 2) STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY SEAL WITH THE .FILTER CLOTH T BE FASTENED SECURELY WOVEN AT FABRIC MATERIAL WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER.STAKES AND MID SECTION. SHALL BE DRIVEN FLUSH WITH THE BALE, DIRECTION OF RUNOFF WATERS 3).WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH 4).INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 16 INCHES OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES BE MADE PROMPTLY AS NEEDED. (MIN.) ( 1 ( DRIVE BOTH POSTS FLOW AND FOLDED. APPROXIMATE ABOUT 10 INCHES 4>4 4 E'" 5). BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4"X 4"TRENCH INTO THE GROUND 4).MAINTENANCE SHALL BE PREFORMED AS NEEDED AND / *` '-•>. .'.°r:- 3. BACKFILL AND COMPACT THE USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR /� AND BURY FLAP POINTS A SHOULD BE HIGHER THAN POINT B MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THEW`'=! ;S DRAINAGE INSTALLATION ¢ r.,_:`r DRAINAGE_ SILT FENCE. % °"w""' `�� 11 EXCAVATED SOIL. . . (FRONT ELEVATION) - ttY; DRAWN: M1I/MS l � ° SCALE: 1/4"=l'-0'- JOB 14"=1'-0" JOB#: September 28,2011 ` SHEET NUMBER: REVISIONS: wi =�_ --- ._�_� _-_ L 1.1._ Fr Ul T1 t 00 no. -- w - - - -_ — ____---- _._..___.___.___ - _ 1�y Q — - — — Ln �.� Z L ._-..._"_. 1 J CD 00on —rl— l �' I �_ �c_L_.._I._T ( ,, �1 _1 1 III ° rml no H-ul rml - -- -- - - - - EMIQ: i _ _ : , 1 - ! Z r4 - I H Lull Lw 1Z ; i �. .r I Q - - - -- - - x --- EXISTING WEST ELEVATION WEST ELEVATION SCALE: 1J13"= 1' SCALE; 1/4" = 1' 0 bA ¢ a Z N 01 M l-T _ m X U T7.. . _ _ O - .. o lr T o 1-IT - � - - � z �, Ln U co _ . .__. ...' _.... _ I __-_. ...._...—_•-max._ ___.—z.a.__.._ .-..._ — - -— .LT_T _ --' 'F H I v tLTL 1 --,-- T rt r� � f - - 00 - r i TI f I _..L. __ �. Iml y 1 Ti Z Z L, ff I Emi HUII. 3 IZ _�: T T�T Ll 1-111 I I ►.4 -t i v EXISTING SOUTH ELEVATION SOUTHELEVATION � SCALE: 1/4" = 1' ,�t•or..fp'`'s. 'Rg��:. �r DRAWN: MH/MS 4. SCALE: 114"=1'-0" JOB#: rcr�"a`r y��',fs September 28,2011 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A' l MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: -_�-- � i ii I� ,' �� ( I � w= ---..�L_.d�L^ _��_u�_�L..�. .....__�-. �R _,s._---_.__---- -- � _..�___..�.:._--_v^-�..•.- _.:_ i 1 i l IT� �- Flu - _ , 8, > — - -_�- ---- - r_ d , - J L -f a.a 00 IF rm JE co T. lo _ -1 - i _ -71-1-T-7 _ r� J I _ 7 s . EXISTING EAST ELEVATION EAST ELEVATION SCALE: 1/8 = 1' SCALE: 1/4" = 1' - o � U z Zu tn [V M -�r...- _ i � � � r rn � -1 I_. _TtL_._ _ _d. T --1 1�rl.r.� _ �._l.._1 ;_ _i 1- r r T I T - ._,,..mss.,.. _ „-.,,.• ...,.,.,. _ _.�-•.,, 1 I _I I _fL_. _L�� J _ f� Z _� ! __ _ U„ LI_a ITL . -� -I,- 1�__ __1�� 'I 1 I ._ .l�I 17-- !_l._.co �TJ _1 rJ i _.1. _1_1 .L i f_.L .J _i _i_ `L __ Z� _.I LSI _ j� _�f:17�� 14 11 ILLU - — F-77-1— _ i i - - o . L - - - - - T rx _EXISTING NORTH ELEVATION NORTH ELEVATION SCALE: 1/8" V SCALE: 1/4" - 1' a- °. ^.. W`S.. DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: ' ''. , ,►^� September 28,2011 SHEET NUMBER: Air IME N PAINT DOOR T B S HE SPECIFICATIONS,AND T D CONDITIONS, LL PAINTER TO Phi AND ALL D EDGES O MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,T SPECIE ONS,A HE FIE! NDITIO ,AND SHA REQUEST CLARIFICATION BEFORE COIMMENCING WORK. CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUR:ER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: A 29'-4" ' ,' p a . p p . e p e . p o . a p a . p b � a D d • P p . Q__D __-.'_O P - i I ° I I I I I f i 1 1 I I I 1 1 � • , 1 I I 1 + 1 1 I • 1 I I 1 • 1 1 • 1 `'4 SUN ROOM r 1 1 4 COMPACTED CLEAN FILL Zj Z ° SLAB w/RADIANT HEAT a O Q a + v 1 ! a 1 17'-61/2" 1 • 1 I � I I I I I 4l-91/2,1 ,-0" 3'-111/2„ 1-0„ 4'-91/2" I I I I rL •. 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"fill ^Elft I I I �-•� z U ---111--•�, 1111 Till: , I C'11 lit N M1111 -1 1 1 I I � M - I 4 I `-11111 111 \ ^1111 ^111 Q 00 t 1 I 1111 111 I.(") /;"1111 ly-lj 111 11i co 1 ° • 1 11111 111 I x•"1111 ''-'1Eli I co l I in 14'-11 ;;"; 3'-53/4" '11 9 -111/2" .In 11, 0„ lilt 5'-101/4" _ ---------1 L,_.__ _Illi._. _ ______ _._- -.•-..__.-_._._.-___.__1 14 • II111 III 1111 1111 D + I P4 D • r O " • D p4 D •• O • D d D • ♦ ♦ D P4 D "• O " • p P4 •. O • D p4 D • O ' • D D . O • p lip ' O ,A • a e .O • o' 4 .D ♦ o d •Q • o e •O o' a •D ♦ ' o ° .O o' O •p ' ---_._._-,.-_,.--. _--_-__---_._---------------------...-_----_----._-_._ .._. I 1 l i LEDGER BOARD TO BE FASTENDED 2X8 ACQ 1 v , TO BUILDING WITH TIMBERLOK® 1 DJ @16"OC ' I C o d 10"dia.CONC.PIER Q SELF-COUNTERSINKING SCREWS O I ' w/24X24Xi2 � 1 BY OLYMPIC MANUFACTURING r+---- ____+, Ln cV w c0 ' ' 2 SCREWS 32"O.C. ' ' (3)2X8 ACQ GIRDER ' ' m 4 � o 1 CONC.FTG.@ 1 ( @ ) 11 i_====_-__-� 11 ce) [+J GJ v TBELOW GRADE i 4=p==-=====_=S 'TOQ , Xcn U a (3)2X8 ACQ GIRDER (3)2X8 ACQ GIRDER ' - ' (3)2X8 ACQ GIRDER 1 1I I O e••t F,,, 1 = =T T- T T=0'T T= • •- - •-- --• •-- --• • 9 -41/2 9'-5" 9'-41/25'-8 r-4, EX.OUTSIDE PATIOn " 29 -6 10'-41/2 7,-0f1 � u LnU rn 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 5).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 'a' — EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER RESIDENTIAL ARE TO BE INSTALLED OVER COP•R-TEX TERMITE SHIELD AND FOAM OR N CODE WITH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. w FOUNDATION PLAN- 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS 6).PROVIDE 5/8"DIA,ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, EX,SUN ROOM PATIO "^''i � TO HAVE 3-#5 CONTINUOUS RE-BAR-ALL FOOTINGS TO REST'ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE 70 HAVE A i i 1UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO SCALE. 1/411 = 1 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 3).VERIFY WITH OWNER if ENC.PORCH SLAB IS TO HAVE RADIANT HEAT AND � PRIOR TO POURING SLAB. 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE FL7 . o:; eEPTiC E BLOCKING A7 8'-0"O.C.AND MtDSPAN. H 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. QI c %J.:... S PROJECT N 0 RT H INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 8).PROVIDE SMOKE&Co DETECTORS PER CODE. U WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 0 REST OF THE SLAB,THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE W AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL MASON AND GC TO VERIFY ALL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE Q' E; THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL DIMENSIONS OF FOUNDATION ell SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB 15 TO BE NO WORK PRIOR TO CONSTRUCTION N MORE THAN 16 FEET. ° FOR LINE UP WITH EXISTING AND ................... EX.BLOCK FOUNDATION O P,REPLACE T-0"LL'ALL HEI(HI PROPOSED NEW Q FC"JNDATION P� 3� W `FN�1n 41 EX.CRAWL SPACE MILM 5 PROJECT NORTH EXISTING FOUNDATION PLAN DRAWN: MH/MS SCALE: 1/8"_ i' SCALE: 114"-1'-0" v. JOB#: September 28,2011 SHEET NUMBER: 1� PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE CIOMMENCING 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. ------------ REVISIONS: A 29'-4" 5'-51/2" W-21/2" 9'-21/2" 5-51/2" 71-691 -------------------- ------------------ I ' CX16-P4060-CX16 tin Mull ""Y\ CX16-P4060-CX16 tin Mull (2)1-3/4X91/2 ML MDR. FW060611APLR (2)1-3/09-1/2 ML MDR. a Q d L--� a c� 0 - a w _ _ w o o N __j d EX. SUN ROOMN O N l I a N TILE (EXPANDED) aFrT-- N 17'-61/2 F�1 x x .2 zt M v 4' 91/2 '-0" 3'-111/2" '-0" 4'-91/2"10 / J `y ry y V J Q a W :D D --------- a y O ww ---------- (2)1- --------(2)1- /4X11-7/ L MDR. {2)1 3/4X11-7/ L MDR. It co H X w Xo o -- - -- ----- ---------- -- - -------- --- -- Q w I I ry T �`,�<�'' H29611A ,S� 30" OF - - O 1 1 nI `r 2x6 OVERHANG N p I I I @16"OC , $ zCIA II + O �' 1 a 1 1 (2) 1-3/4X14 ML FL SH BEAM + N X I I EX. LIVING ROOM ' :E 7-1/4 ML / 14"TJ1230 WOOD-1 FJ_(-SOC --� (3)1-3/4X14 ML FLUSH BEAM p 1 10 (2)1-3/4X14 ML FLUSH BEAM .,. i . � . .._ . _.. _. _ . � . _ . . � . I DEN ' B = ; ; , BL oa 2' 1 14'-7" 1 O DN to NEW BILCO C-DOOR N , i w/24"EXTENSION PROVIDE RAIN PAN X m EX. LIMING ROOM I I G� ' a UNDER ASHER I.., �7 w o j I �j „ " 1 nl �+' � ��, � I -- �,�tFN �r��� � ISI " ,.,,,-r ►"�. O ' if t 2'-6" 2X8 CJ = Y O cn U _ �_ _ _ _ _ 6'-011 016°oc X ) __-- - I H —(2)1-3/4X14 ML FLUSH BEAM —_ _ N fl NEW 4'X8' 0 'Z, U r- EX. KITCHEN i N y �1 OUTDOOR G.C.TO VERIFY --------- L RY. RM. �,� A O M 1 TILE 1 I EX.STAIRS I w MAX.RISE 8-1/4", O° " " �I _---__-----_ MIN.TREAD 9" - - - 0 O a I I -------------- MIN. - MUD ROOM U_ O 0 TILE x 1 1 =1 x i x N ,Up I L I I cN " _ , I I- m r- I 14"TJ1230 WOOD-1 EJ 016 O lD - — 1 ENTRY ► 1 EX. BATH in N E o im 11 ) Ln � G u _r 2X10 HDR. Z)2X10 HDR. 2X10 HD (�x.Pdll4 ; - t -- (2)2X10 HDR. (2)2X10 HDR. (2)11- /8 ML MD (2)2X10 HDR. (2) ____ p , u =I'_ G ,fit s'-0" 3'-0" o TW2842 TW2842 TW2842 TW2842 TW2842 0 ti En -- _ , 1 r� p O p _ N .14 rI! :" - t o of o COVERED o a o °J \ a_ a_ q�N PORCH N _ l M � 1 _ N In s I I COVERED PORCH �- �, `" } �_ �, i 'x N ' Me (2)2X10 DF#2 �� r + t\ s~ 10X10 F.G.COLUMN Ln U w/6X6ACQPOST 10X10 F.G.COLUMN - (3)2X10 IDF#2 GIRDER •--n (3)2X10 DF#2 GIRDER ;--• (3)2X10 DF#2 GIRDER w/6X6 ACQ POST N r- 1 _ O II 11 11 „ EX.LIVING ROOM II 11 ------------------------------- V-7 --------------------------- — 1 tl� 9'-4 1/2" 9' 5" 9' 4112" 10 -'-= 29-6" 10'-4 1/2" 7'-0"10 01 '-' U EX.LIVING,ROOM % ! 5'- , n , n , " O EX. EX. EX. EX. 5 -83/4 EX. 9 -43/4 3 -6 U) to FX.KITCHEN 46'-101/2" N 10 0 1).MATCH EXISTING PLATE HEIGHT AT 8-0". 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 00, AND 2X4 WALLS AT R13. IST, � PLAN 2).NElX1 EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 8).INSULATE CEILINGS WITH R30 INSULATION. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. o EX,BATH i n ,_ i i 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. „ SCALE. 1/4 "— 1 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BATHS TO BE MOISTURE-RESISTANT. BLOCKING AT 8'-0"O.C.AND MIDSPAN. E 10).EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES HIGH PERFORMANCE PROJECT 1N O RTH S).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS WINDOWS AND DOORS.HARDWARE AS SELECTED BY OWNER.GRILLES S OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS TO BE 1.1/8"WIDE WITH SPACER BAR WITH GRILLES INSIDE AND OUT, ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR PROVIDE SCREENS ON ALL OPENINGS W MICROLAM HEADERS. >° 11).PROVIDE SMOKE AND Co DETECTORS PER NYS CODE. 6),ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE z- {APPLICABLE.PROVIDE +�. I EXISTING w/ SUNROOIM : 1196 SQ. FT, HARDWARE UNLESS OPENINGS OHAV HAVE ACT GLAZION PANELS NG. FASTENING PROJECT NORTH EXISTING 1ST, FLOOR PLAN ( } SCALE: 1/8"= V PROPOSED (w/ SUNROIOM): 1629 SQ. FT. i 1 DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: k•-= " ' September 28,2011 SHEET NUMBER: S SPECIFICATIONS,AND THE FIELD CONDITIONS AND SHALL REQUEST CLARIFICATION BEFORE COPMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR O COORDINATE MEET IT S PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, SPECIE IONS,A E Q T NTE LNG WITH OWNER FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING.AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: fi 29P-40" 17'—61/2" 26'-4" '-6' 16'-01/2" '-6' 6f—9" 12'-101/4" 6'—83/4" 81—91/4" 71-31/4" 10 24'—O" 1'-2" II I , II „ 11 It I I „ 1 I „ 11 „ I 1 ' ' ' ' 5/4X4 MAHOGANY DECKING UD ' ' I OVER ACQ SLEEPERS,PITCHED Ll, O DECK ; ; 1/8":1'-0"AWAY FROM BLDG. INSTALL SLEEPERS OVER EPDM Q I ; &3/4"AC EXTERIOR SHEATHING. O EPDM TO RUN UP SIDE WALLS I I , 24".PROTECT WALL INTERSECTIONS, SHARP INTERSECTIONS AND PERIMETERS Z WITH LEAD-COATED COPER OVER EPDM. I 1 1 1 i i INSTALL AS PER MFGRS.INSTRUCTIONS, N PROVIDE 4"PVC DRAINS TO CONNECT TO FWH90611SASL FWH90611SASR ; ; Q REMOTE DRYWELLS(TYPICAL) (3)1 /4X7-1/4 EADER (3)1.3 7-1/4 ML H ADER- —d- p�� 0 _j � � 40-91/4" 8'—0" 3'—,31/4" I �._ 00 N rI i LOFT 9'CEILING % o W BEDROOM No. 2 CO i I f'' %/ if BALCONY '� 9'CEILING M J X 8'-11112" \ 5' 11/2" 14 I 1/2"_ 1 - (3)2X8 DF#2 HEADER —_ 4' n r' �, 1 I ' 1 •O �}' /f 6'-4" 3'-1" 10'_9„ i 14'_9„ --------------- 2' 1' __ ____ 2'4" i MASTER BEDROOM ; 0 Iff 9'CEILING 7. C. ,qO /`J -------- In -- I 1 00 VJ Z N 3 '2X8DF#2FLus , BEAM �------- - - -r-- - _- - -I 2- D - -- ---- -f--------^--G -- -�---- � ' BEDROOM �O. 1 ! 4 _ i 0 9'CEILING ! iI ; ———————— BATH +O>, _. f�- 00 ' ,nj U 2X8 DF#2 CJ 01�'nCV J ' ^./ 1 _G — Ln �,jy 00 ------------ M 5'PLATE HEIGHT.% 9 -51/2»zz 5'PLATE HEIGHT, � MASTER h BATH I ' 2'11"PLT.HT: M / / (2)2X6 HDR. t' j ' /! / (2)2X6 HDR. TW3042 TyJ3042 O nu �ntt ntt uu n» un T-� 1111 1111 1111 1111 Jlil 1111 � � J 1111 11❑ IIII "" Illt ,1„ N w E un nn un un u11 n11 M 4 q O uu nu un un u11 nn cn c� N U nn nn nn nn un nn X � 1111 1111 11n 1111 1111 IIII O Ch ri ry n" lilt un un lu, 1 O nn lu1 un � .~ Int nn un T..y IIII O 4� � IIt1 1111 1111 1111 1111 Inl �a C,y 1111 1111 1111 1111 t_ „,j nn nn nn un «� L E nn m ul nn O � .� T--1 .� nn u u un N-1 �M u cil HT -� U O + /1 ~ U) 10 t6 EX.BATH 5'—21/4" 5'—21/4" 5'—21/4" 5'-21/4$p cz O W �-1 10'—41/2" 8'-7" 10'—41/2" 17'—61/2" ....................... i. ...... ........................ t FX.BEDROOM No.i 46'—101/2" "-U`CLG NT. VJ FLOOR ® 1).CEILING HEIGHT AT 9'-0". 7).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 2 D e P`/�� SECTIONS TO BE PROVIDED WITH A 1"RAIRO SPACE BETWEEN ROOF n� EX.BEDROOM No.3 2}.EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C,. SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM V ' " I e j C16 n INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON SCALE. 114�� - 11 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. CATHEDRAL ROOF PARTS. 0 EX,BEDROOM No.2 ) U) PROVIDED WITH SHEET ROCK. .............................................. .............-........... ) /2 E CK. E 4. VIDE 3-2 8 F#2 HEADERS OVER ALL OPENINGS LESS 8.ALL WALLS AND CEILINGS TO BE PROV 1 N S P ROJ E CT NORTH OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATHS TO BEMOISTURE-RESISTANT, ON EACH SIDE OF OPENING.PROVIDE 3)ACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 9).EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES HIGH PERFORMANCE WINDOWS AND DOORS.HARDWARE AS SELECTED BY OWNER.GRILLES W 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE TO BE 1-1/B"WIDE WITH SPACER BAR WITH GRILLES INSIDE AND OUT. EXISTING: 749 SQ. FT. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING PROVIDE SCREENS ON ALL OPENINGS ' HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. PROPOSED: 927 SQ. FT. 10).PROVIDE SMOKE AND Co DETECTORS PER NYS CODE. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 V AND 2X4 WALLS AT R13. x 7'�d'PLT.HT. T,tY PLT.,R. T-0'PLT,HT. -5 PROJECT NORTH EXISTING 2ND. FLOOR PLAN SCALE: 1/8"= 1' ,11,41 •�. ��' y���t 4 . •i DRAWN: M1I/MS SCALE: 1/4"=V-0" JOB#: September 28,2011 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�s MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: STORM WATER MANA T L N ,T.S, GUTTERS DOWNSPOUTS DRAIN PIPE GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4"SLOPE GPM (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ. FT. GPM DIAMETER 3 340 480 2 1088 46 3 1644 68 2320 96 41 720 1020 2-1/2 1974 82 4 3760 156 5300 220 5 1250 1760 3 3220 134 5 6680 278 9440 392 6 1920 2720 4 6920 288 6 10700 444 15100 628 (2 2X10 DF#2 HEADER . . - . - ■ - . - . - ■ 4 ' l� „ � I1 I LL DECK cW ROOF AREA: 2160 SQ. FT. 1 1 � �� i t � 1•"1 I i I i AT 100% WATER RUNOFF: 362 CU. FT. j w , I . I OGEE GUTTER - STANDARD 5" NOTES: PROVIDE (2) 8' DIA. X 6' DEEP DRYWELLS , 1 . EXECUTION: j O A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. DRYWELL: H FT X 6' = 253 CU. FT. 2). PREPARATION: ~ A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ' " 12 ^ B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR F� ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ' 10 �,r1 C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 12 '� o . �2)2Xi0 DF#2 HEAbER o METALS WITH PROTECTIVE BACKING PAINT, 2 ; :ZE - -- ------X-� X -__--__.__.- a' 4L-� - - - --ry 3. INSTALLATION: ~ ~ DECK N' 1 N I �' I A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. o ' 1). GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2" FOR EVERY 40'OF RUN. 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. N; ; N_._ -- -------L_______ _____.__________ __I .__._____._, a). COPPER J LEAD: F=LASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Tri';. � ' ' ` C+, ACCESSORIES. B).ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT - CONNECTORS. i2 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL CONNECTION WATERTIGHT. i-3/011-7/8ML RIDGE 2.5 ® Cc _ ____._ __ •T 4). PROTECTION: p - --- ---_ ---- ...__..__. ; -------�(��Xlo� _....__._ __.-__ ___ .,. - ��\ r A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. `___.. _ _____ __2_-_- _._______- . _ ___._._I ' B).TOUCH-UP REPAIR OR(REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL �� 10 12 COMPLETION. �w H ' � 6 Q i •,� �9 , + , I _Ate' I I q1i I i ` �.I 1�-� , v I + 9,) ; 1-3/4X9-1/2ML RIDGE U p��r� , m in ,w w + I\�1 �+ , q� I i ' I @16°OC ; `rZ+ U I � , 12 12 ) I 9l M � '' 12 qk o I + m 10 GENERAL: o.. .___ o 8 DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A @16"OC V 7c-� -- - �;_X SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL N N @16"OC ; 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 �4 �' WILL NOT COMPACT THE SOiLS BELOW THE DRY WELL. FINALLY,A DRY WELL tizc _Q SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION,ORDINANCE,OR OTHER ��\ti ��y�A I - - - �}°��\ ,2�i� ! o THECC ABOTTOM OF HE DRY WELL iTS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. ;\�� , �3\ Sio I ' MUST BE AT LEAST 2 FEET ABOVE SEASONAL HiGH '9 _ __ _ _ __ __ ___ ; N �w WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY ` 2X12 PLATE ---�__ _ .__....__. .. ___.. _________ I � � �,. -------- -- ---... - --- - -_- O DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. _ -.•-.-_...-__ ..___ _...____.... .__ _____ I ----------- 2X12 PLATE-----' ' O it) DRY WELLS TO BE 10' MIN. ; :---____ ____.-____... ---------- _. _.__ _ _ _ '_.__.._ --------------- -------- ---- ------ ------- - __.__ ...._. . ..______---___.. " �, AWAY FROM HOUSE ------ _ --- -- ----- - CONSTRUCTION: m o CONSTRUCTION: _ --- - - -- --- --- - ---- -- - - - FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOiLS FROM COMPACTION BY „ „ o CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL ..� � � � � � � � �+ � x PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE o W ; 12 °� LO CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 00 12 0 4 � r° A rIc '' u FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, O p Q 4 a 3 `� L PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION i I � � I I + I I � .F AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE N 12 --- --------- - U °� LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD ; g gga, cc BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. NTO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, a:--R16"OC .--------------_ __.--._ _---_._--_--_.-------_• DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION _.______ ____._____.__._ __ ____ _ _______________ .-__.__.__._...______. __... -____ _-___-___..__ .____.___, G 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 1).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH t/2"DIA.GALVINIZED 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING AND MATERIAL STORAGE DURIN G OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, LAG SCREWS WITH WASHERS AT EACH RAFTER. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. W USE OF THE DRY WELL AS A SEDIAAENT BASIN 15 STRONGLY DISCOURAGED.WHERE UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE E'+ UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ROOF PLAIN- 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 2 FEET ABOVE THE FiNAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. COMPLETE. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE i r F'. A 3) D RECTLAPPLY Y TO HE DEAL DRIP DCK ALONG EAVEGE OF ANY S. 7). ALONG RAKE EDGES AND 7) INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. O SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY SCALE: 1/411 = 1' USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WITH AT cn AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DRAINAGE AREA STABILIZED. E 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. USE 6 NAiLS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT Q IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS CUTTING INTO SHINGLE SURFACE. STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE S PROJECT NORTH 5).ICE&WATER BARRIER TO BE USED 1N ALL VALLIES AND INTERSECTIONS N INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND WITH ROOF AND SIDE WALLS(TYPICAL). SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT W BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAiNA,GE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE U COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. U) PRETREATMENT: i4 AS WITH ALL OTHER BEST MANAIGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE <C FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION, ROOFS CAiN 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 ~1�"'�» rw W a ± CLEAN-OUTS) iN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES + `• C r`:^]` 3 THAT CAN ENTER THE DRY WELL. ,�py,7y •�- } t l ;'' /'• •, , ; DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: ~ � e September 28,201 I SHEET NUMBER: ®w PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WiTH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SiTE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FiNAL PAYMENT FROM OWNERS. REVISIONS: 4" ri 1-3/4X11-7/8 i / l • ( � 1 I ( 1 � o U � 1 I ( I � © ML RIDGE 1 i (3)2X10 DF#2 sj0 STAINLESS STEEL ( 1 1 / i ( I •/ 12 An, ORGALVANIZED 1WOOD SCREWS W/ 14 1 • WASHERS 0 12"O.C. I I I I I O F�� 11 x) D>,�2 II 12"o.c. 2X8 DF#2 C1 @16"OC@T6 pC-- 12^ II II - - - - -- -- 12 1 / 1/2"APA RATED SHEATHING IQ ` GRADE PLYWOOD (ALTERNATIVIVE:7116"O.S.B.) 1/2"APA RATED SHEATHING 0 GRADE PLYWOOD • J • ( ( ( I 0 ( ( (ALTERNATIVIVE;7/16"O.S.B.) 3'HIGH RAILING $10 STAINLESS STEEL OR GALVANIZED �I I 2X10 RIDGE wooD scREws w/ /I it 14"TJ1230 WOOD-1 EPDM w/FLASHING OVER WASHERS @ 12"O.C. ,V ( ' ( , ©� " C N ,i FJ @16"OC 3/4"AC EXT.SHEATHING On y WINDOW SILL - _ �6 p (� 3/4"SUBFLOOR t TYPICAL WINDOW OPENING ` - Zx$R� (2)1-3/4X14ALLULW h I 1 I i (LESS THAN 4'-0X8'-0"OPENING) -- --- -----LU Z I 2X6 C1 6"OC FML FL.BM, t 1-3/4X7-1/4 ML @12"OC 1 i ( • (3)2X10 GIRDER _ ~ F.O - I u TYPICAL DOOR OPENING LESS THAN 4'-0X8'-0"OPENING)) 10X10 FG COLUMN O i I I x 00 ' 6X6 ACQ W 24"OC 4•' ' ' PAST / / 4" S 4"DECKING z CONC.SLAB Hi HipQ 2X8 ACQ DJ@16"OC II R• j o� �' A.^• ; j?�•° 0'! 1 j v:;°' I (3)2X8 ACQ . (4)1-3/4X11-7/8 ML GIRDER 1 _ (4)1 3/4X11 7/8 ML GIRDER -, •' p I I I r — I R101NS BD.OVER I� O ® ( • 1 ( •® � ( • I , • _. _- -�- flill!I_Y=_IIl�IIII_ 10"dia. 1 T T[I � COMPACTED CLEAN FILL) J. o 0.. 8"PC WALL:CONC. ; O ' 2X6 ACQ SILL PLATE ______.� - ., O U 1 I f! I ( I l 1 l PIER �" 1 w`e TERMITE SHIELD " , ' r o �+• �� ( ,)) �i • vp•v.d 'O d. SILL SEAL ` � 24'X24"X12" — - - — , � _ �"" — - - —• 1z^oc ` j I I ( I I CONC.FTG. ;ti T FIREPLACE :p` 10"PC WALL 16"X8"CONC.FTG. • DAMPPROOF (2)#5 REBAR ( f ( e FOUNDATION u, EXTERIOR 3/4"APA PLYWOOD •a SHEATHING _I e, 1__.. 4"CONI.SLAB �.o � , . •• , •-------------------------• a X12"CONC. r / A ' • I I 24 (3)#5 REBAR G 9 Impi ( I 2X4F#2 SECTION A-A (� I *10 STAINLESS STEEL SCALE. 1/4" - VOR GALVANIZED f1 / I1 11 / Ii I V2WASHERS C "D.C. r+J cn P. eIll ® d • • z U MULTIPLE PLYWOOD ASSEMBLIES kn 2-2X4 DF#2 STUDS CONNECTED 1(3)2X10 HEADER (3)2X10 HEADER c'V TOGETHER WITH STAINLESS STEEL IM OR GALVINIZED BOLTS W/WASHERS AND NUTS @T-0"o.C. 1-3/011-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) 2X10 RR 8"BUILT OUT �j 2X10 RR GABLE d @16"OC @16"OC 1.3/09-1/2 ML RIDGE L KI 101 NI NI I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2X8 U @16 2X8 CJ @lb"OC 2X6 CJ @16"OC 2X8 RR @16"OC 0 AS PER TABLE 1609.1.4, N.Y.S. RES, CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) —__—_- _ C4 W WINDBORNE DEBRIS PROTIrCTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ` X O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO ® ® I �� ® ® v 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 O CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT-IFO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. II D HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. a w 00 j ,I 12 a v £` 3/4"SUBFLOOR I 2k�OR bd 14"TJ 1230 WOOD-1 FJ @1 6110 14"TJ1230 WOOD-1 FJ @16110C 00 00 :� IC STAIRS C4 E v 2X8 CJ @16"OC W 3"0 ROOF VENT 3"0 ROOF VENTE3 E3 i 3 3 O 00 11 / 1 V4 1 112 1 114 611/2 11J4 1 1/4NEW OUTDOOR V i' SHOWER TO RE O W.C. LAV. W C LAV. _ CONSTRUCTED ffj SHO ER SHO ER NEW BILCO DOOR tn oR ATH OR ATH — _ _ — w/EXTENSION F Qv EXISTING FLOOR SYSTEM / EXISTING FLOOR SYSTEM 2X10 DF#2 F1 @16"OC II— 1114 C.O. _ '.o /J 36X24 21, 3 2 `l)2 C.O. 3 11J4 �I ' / i /� (2)2X10 DF#2 `` �� (3)2X10 D F#2 ACCESS OPNG. . w "? ' • GIRDER ` � GIRDER 2X6 ACQ SILL PLATE ♦ 'Q 3 "'-` 3 •D� /� (3)2X10 DF#2 GIRDER TERMITE SHIELD I j LOCATED UNDER EXISTING SILL SEAL o, ; 1 114 4, EXTERIOR WALL(V1F)11/2 1114 ,e 1 114 SINKO LAV. W W.C. I " 1 I I % c , �.�---, . . 10"PC WALL D, �✓ W, W.M. F 3A I 0-1 I I �, DAMPPROOF EXT. 4"dia.STEEL o� o.. I I (—I► i j; COLUMN I I FIREPLACE '� 'X 1 e 3 � 2 1 112 C.O.I 1114 1 C.O. „a I CLEANOUT %�jj, ►', -� L3 3 ICO. 3 ee DOOR :�: 4"CONC.SLAB - • •. • •. 4 v • °.y .v • °.Id d A. Y w.°•°.D'p ! o.°'•.0 I i w , pnih*' x•01• ♦ p•OI�• I• •i e•�'v� �'OI° ♦ •O� O'OI� ----------------------------------------------- 4"C.ITO ---------------------------------------------------•�_--------------- •v'o y; 1} _,,;�i T a v 30X30X12 24"X12"CONC. FTG. tv i * r" SLOPE" 1/4"PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM CONC.FTG. ( ) 4', , DRAWN: MH/MS TRAP 3 #5 REBAR , "'"►�,, P L U M B I IV G SCHEMATIC —B � �.F .l�� SCALE: 1/4"=V S ECTI O N B - JOB#: M v a .vF4 September 28,2011 N.T.S. _ SCALE• 1/411 — 11 'huh SHEET NUMBER: e� 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 WORY, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: u r L I A Nct: Nwub FOUNDATION: CRAWL SPACE: 'f THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, iF APPLICABLE, MUST BE WINDOWS AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. RESchcmfi5, ' 1). INSULATE HEADER UNCONDITIONED BASEMENTS: .. •k r ,,, . pf'I' v � . 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. a 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FiRST FLOOR. 4� anc BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS " o -. "i ; 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. z , ALONE IS NOT ADEQUATE. 4). SEAL DUCTS iN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, f WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: H 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. En erg, .«t EnerUy CGnservation Q� ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING iN PLACE. Cans- cffD t; BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Suff 1 unty. evr,Yock W d RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): ca=rg ,a pe ,p: I I r7s RECESSED LiGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGiD FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SiLL PLATE. '-!` OU INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. cliffile MIME SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS W STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: ns 'pn te e: me aA .s . X s7-jr +, � z ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. "' O W BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LiGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. ;� t arUS *,`k,'21Z �Jam ': c'�� � SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: S gNa fl PrY Roo P'0" '13ox 9. IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RiGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER ,� lg NY &MIgUE,N IS, Q FIRED HOT WATER TANK5, HEAT TRAPS (iF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. 631-734-4M, MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES ALL PIPES RE IRCULATTINGHOT WATER PIPE LOO SMUST BEINSULATED TOL TER. MITLADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION iS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS• IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. - . . g k.. • >- ' � •-. q_: G;,:-�...� .. . . ; . :-: •. , � ` g�, , .-•.fix Y,me wp5rna ,' WA j', P6 ,,1.0 4;i n,F'.w+s.'v °3, y .'". ,. ,4 - 3}. PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. �. � `� �.�. :. � ...*� >...�.,�x : :.::.;� :•.. :<�. � <.�.� ,�,: ,,... . ,:�...,� ,. .. .,,. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. : Tn � , �• y PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: T 1,D 'Wz-*t T� { t6ik . fit*v4zsr m fr , httrktl it L _' °"tom ' hiv*, SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. I, 1 . T id rA r6-r-ret, atf ewvy Ift wze.t E::� ^.:r :. ' .'aMl HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AiR SEALING77777 : , HEAT LOSS CALCULATIONS AND SYSTEM SIZING: " E A 77 �' :;` ;kd 6 , w 1 SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. ,,• '..x ' ). N S B �..., HEAT LOSS CALCULATION, MUST E DONE IN ACCORDANCE TO ECCCNYS 503.3.1. .;:. _ ,. . . ,> ' . ., . ,,. , ,. -s..;.k �.. , . .`,. .•. . .., :: , ., a ,M1r .., .. ...r�. ,w ffi ,._' ' �.. ,:,`.:,; � ..d.: t!� E-, 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WiNDWASHING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. 4[7]� EFFICIENCIES: � . HVAC SYSTEM �, S .,�,s . . . :.. ��� � . 5 O H >, ,,, Y w BETWEEN 15 AND LL WITH SOLID BLOCKING THE . "" C7 4). SEA! INTERSECTIONETWE JO TS WA �, _.�.. .:.:,u..� �, w....�r __..�, .�•.�x: :..a..�.w-v��...�.,-�_...�,.�.. ,wW�.: w�,:.�:.�.�..-..-ye:��... ,.��::�.,;y�.�:__ ,� . _ ,.� . _ .�A.�...s�,W�.;��.,, ,�,.._...;-�a., .:�._.....��-.��..•w.•�..,�,�.-..W;��.n.>r ,;.-.::�.,w.xr THE MINIMUM EFFICtENC:Y REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN 1N .0 '1 Cor"I�,�:II-'�� - , -Trus-s � r n x;0.01 Ln ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. y 123_9 MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: e � 1: Flat �� 3 Cif" sacr'Tl'"ivs 919 30.0 0.0 �j� � � HVAC CONTROLS: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE � L n� ' F4 71 U CEILING WITH ADHEClq SIVE. Cpenn �'dral CONTROLS MUST BE IN ACCORDANCE WiTH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM , ,: � � D.,ilf., ,� , CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. �� '- �� M- � HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY -� 38 LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4}, r Ga 1: _' � 0310 57 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE " 13'o rd 21 '' HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON INTERIOR WALL: � I , .I � Fr ei E..,, p m , 5 9.10 `0 7 2 TEMPERATURE. USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES. � g '�-: I � n e.�r` 'a Pani' v '-E, 8 . 10 i s � ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN - " -h ` '� "N „ VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR N c o INTERIOR SOFFIT ON EXTERIOR WALL: C 3. , 124 0,310 38 M ' GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. X u 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE or" m o DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. O DUCT AND PIPE INSULATION iS REQUIRED FOR ALL HVAC DUCTWORK AND PiPES 1N 3 . SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. � �"�� " °` `' " �- �' '' ' n rans's e . a'"`'(s'. V�IS7 w UNCONDITIONED SPACES, AS INDICATED {N ECCCNYS 503.3.3. FLEX DUCT MUST HAVE ) ajto meet t"_ 2,010 New,YOM Erparg canseN� ejan' (u R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). ` x.. KNEE WALL SUPPORTING ROOF: ` f . ' ? *` _.C1 ..1 € ' ': .: > n '. '! I &°.. .. DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1), SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE ` II -� PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. Ln U 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. r,Cn to IF HEATING DUCTS ARE RASTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. N v 00 R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3),vvPcc1ROViDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR w DUCT SEALING: INSU[.AMb TE' Smg � T DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTiONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. w MUST BE SEALED WiTH EITHER MASTIC OR FiBROUS TAPE EMBEDDED iN MASTIC. E-, TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 1816 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING Q SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS, d WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE EN-+ TO SUCH MATERIAL 1S ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES, CUT AROUND d ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: U THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, AND RiGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. 1F THERE IS A GAS RANGE. VENTILATION: ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND A� THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. � � VENTILATION RATES. � •�., �' r �' dM1 'i `•MA CATHEDRAL CEILINGS: j; Tl +� I?pa ra.. F 1011 T. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM ► ' 1). PROVIDE 1" CHANNEL FOR AiR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. DgtZ VlErl q StZtjWg ; r � � I ..f` pap 1 CIT, I INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2) PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. �, I ,ry DRAWN: MH/MS �.,: NTS * +T�'� �F`'�z.. SCALE: _ ~, !. e' ,r�'✓ JOB#: September 28,2011 SHEET NUMBER: Aaw8 REVISIONS JOIST DETAILS Plate nail-16d(3-1/2") wad ll stud JOIST Plate nail-l6d(3.1/7) ALLOWABLE HOLES - TJ t Joists box at 16"on-center" on-center box at 12 on-center INTERMEDIATE BEARING Floor panel nail-8d Load bearin or shear wall NO LOAD BEARING WALL ABOVE loaf panel nail-8d(2.1 2") 2-1/2")common at 6" g No9eldcut ho/er 1-tl2'holemaYbe common at 6"on center* above(must stack over wall in hatched cut an where in on-center See ah e A See Tab e a below) saner See Table de h tched zone DO NOT Web stiffeners see Table yl�" required each side Load from 1"or 1-1/4" 1-1/4"Trus Blockirn Blocking panels cut or notch flange. g at 63W above Blocking Trus Joist Joist rim anel may be required with o panel rim board* board 2x4 minimum shear walls above or O 6" squash below-see detail B1 1-1/ L I 2.1)1 DI L2 2 x L 2 1)2 oe nail-10d(3") oe nail-10d(3") blocks 6" minimum minimum 12n (applies to all box at 6" box at 6" holes except min, knockouts) Do not cut holef larger than on-center* on-center " 1.11.2^lncanlllever DONOT Remove tongue and groove B1 B1 1/16 n Table A - End Support Cut holes in cantilever from floor panel edges Boun ary nailing Mi imum distance from edge of hole to inside face of nearest end support reinforcement. supported by 1"a-Rim®to 8d(2-1/2") Web stiffeners 2x4 minimum ensure quality nailing. stall proper blocking squash DEPTH TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJI rim q y g -*Conventional common at 4" to support all panel required each construction code minimum for on-center" PP P side at B1W and blocks z^ 3' a^ 6 vz s-1n n 13^ z^ 3" a^ 6-1n a-tn n^ t3° joist se wih A3 only.See Trus Joist Framer's edges B2W Use 2x4 minimum squash no r-0^ r-6" 2'-0' s'-0" r-0" r.6" 2'-6" 4'-6^ Must have I-3/4 minimum A3 A3.1 3.20,peeffications. ockeGuide for A3.1-A3.3 installation 3•q 'See Trus Joist Framerrs Pocket Gulde for 62 B2 B3 B3 CS blocks to transfer load 210 r-0^ r-6^ a'-o^ s•o" r-o^ TV 2'-6' 5-0" Al son" A2 olst bearing at ends O 0 additional installation s edricafions O around TJI joist 230 r-o" 74r21-W 2'-6° s'-6" t'-0 z-o^ 3'-0" s'-o" / g P 360 1'•6" 2'-0" 3'-0" 6'-0' r-6^ 2'-6^ 3',6• 5`{• 110 I'-Q* t'-" - I'- 6' 210 1, I'-0" 1'-0" 2'-6• " 1'-0" 1'-° 2'-^ ".Cr '-6" 6'-0"length of Hale^ 230 r-0" r-o" r-0" T-0° '-0^ r-o" r-0° 2'-0" s'-6" T-0" TJI joist 8"diameter maximum hole Nail Trus Joist rim board to blocking Attach reinforcement 360 r-T I,w r-6• 4<6• -D" r-n^ r-o" r-6" 6'.6' TW 4'-0"length of reinforcement and for 11-7/8"-16"dee g 560 r " V-D' r•6' s'-° '-0" r-0^ 2'-o^ 3'-6- T-0° B'-o" g 8"diameter maximum hole p 3/4" filler block.Use blocking panels;6" with connections to joist with one Sd no r r-o" r " r-" 6" o^ r-9" l',W '-0" T-6" 6'-m -0° for 11-7/8"-16"deep g P equivalent to (2-1/2")common nail at g 210 r-0^ 1'-0^ r-o" r-o" 3'-0' 6'-o^ Web stiffeners $"diameter maximum hale reinforcement " 4'-0"length with diameter maximum for q Nail through 2x_,wood backer blocking panels:6 " decking schedule each corner and ta" 230 r-0^ r-n^ r-m r-6" 3'-6^ 6'-6^ r-0^ r-o^ ro^ a'-o^ Ta' 9'-n° required each for i1-7/8"-20'deep on one side at 9-1/2"and 11-7/8 blocking panels 9-1/2"dee g side at E1W diameter maximum for g P P Trus Joist 360 r-0" r-o" r-0" 7-6^ s-6' 9'-1)" r-0" r-o" r-0• 5'-6^ B'-D" 9'-6^ O blocking panels:6" E2,both sides TJI joists. or shorter than 12"long. Attach reinforcement TJI joist web with 2 tows lOd blocking panels 9 1/2"deeprim board to joist with one 8d Blocking panel between Blocking (3")common nails at 6" 560 I'V I'-n' r-a' 2<6" 6-0" T-0" r-0" r-D^ 1'-6" 6'-6' 9'-0" 101-0" diameter maximum for at E3 or shorter than 12"long, o not cut flanges. ) ch joist,Nail to top anal 210 r-w r-o r-°^ r-o' '-6" T-6" 6'•0" I.-Ir r-o' r-0• 2'-6' 6'-6' e'-0" m'-6" locking panels 9-1/2"deep (2-1/2")common nail at P n-center,clinched.Use 230 ro^ r-o^ r-°^ r•o" -0 a'-o^ 6'-6" r-0^ r-o^ r-°" 3'•1)^ r-o" °^ n-D^ not cut flanges. late with connections 16" or shorter than 12"Long. each corner P 16d(3-1/2")nails with 360 r r-D" r-0" r-o° '-o• 6'-0^ r-o^ r-^ ro" LDo not cut flanges. Trus)dist equivalent to decking 3- 2"TJl joist 560 r-0° r-1)" r-0" r-0° 3'-0 s-6" to'-0« r0^ I'-o" r-0^ rim board schedule. Trus Joist 12"length of age widths. 4" 6 s^ to^ u^ 1s^ 17 a^ 6^ s to tz^ 1s 17 �ra-r4 --' rim board sloth 3/4" 12"length of 360 1'-0" 1•-0" 1'-a' 2'.0" 6'1" 10'-0" 1.'•0' 1'D" 5'-0" 10'-0" 11'-0" Ir_c6 4 reinforcement to reinforcement 3/4" 8• 1.S" 560 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" 1'-0" r.6" 6•-6" Il'-0" 1.2'-0" 14'-6" W H Trus Joist rim ttach reinforcement joist web with 3 on one side at reinforcement 20 360 r-0^ r-o" r-o r-n« x-n^ T-o^ to'-6^ r-o^ r-o" T-6" s•-D« 11'-6^ 1a'-0^ 15'•6" to joist with 8d(2-1/2") rows 10d(3") E5,both sides 560 r•o^ r-0' r-o" r-0^ 1'-0^ T-0" m-o^ r-0^ r-o^ 4'-0" 9'-6« 12'-6' 14'-6" 15'-6' board common nails at 6 on- common nails at 6 at E6 on one side at O Z �� " E7,both sides Wood able B - Intermediate or Cantilever Support ON center.When G^ on-center,clinched. at E8 backer es v e pp Face rain a��61 reinforcing both 2 •`��� Use 2 rows with 9-1/2" Less than 2ti�tn et a� ¢.t oafs Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support g sides,stagger nails. a� " less than \I tX� ca s \ DEPTH Tit ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE U gg F and it-7/8 \' �\, \4 horizontal TJI joists. 5" 5" rear er$ Or O O�\`ll 2" g• 4^ 6-In 9-ln n' 13^ 2• 3^ 4• 6-in 8-1/2 n" t3^ E1 E1 E2 E3 E4 j E5 E6 E7 ES F1 \ Not for use with 3-1/2"TJI 110 1'•6" 2'-6" 3'-0" 7'-6" 1'-6" 2'-6• 3'•6" 6'-6° H joist flange widths 9-1/2" 210 2'-0" 2'-6" 3'-6" 7'-6" 2'-0" TV 4'-0" T-0" � �j 230 2,-6" 3-0" 4'•0" 8' -0"" 7-6" 3' 4'-6" T-6' Filler block Attach 360 3'-D" 4'-a' 5'-6" 9'-0" 3'•0" 4'•6" 5'-6" 8'-0" Z IID ' ^ 1'-0' r-6" 4'-" ,-0" '- 1'-6" '.6" O Q with ten tOd 3" box WEB STIFFENER ATTACHMENT , " ( ) 210 r-0° V-0- 2'-C' '-6^ '-°^ r•o^ a•- ° '-o^ .. m'-o^ � nails,clinched.Use ten Gap; n-7/s' 230 r-0^ 2'0^ 2'-6" s'- 9'•6" 1'-0" 2'-6' T-6" 8'-0" 10'-0" r 16d 3-1/2')box nails from EXTERIOR DECK ATTACHMENT 360 2'-0" 3'-9' 4'-0" T-0" 11'-0" 2'•0" 3'-6" 5'-0" 9'-6" it-0" Il�� ( Option#1: I-1/8'minimum Structural exterior Ap)p/ysubflooradhesive to all TJI Joist blocking with end /2-3/4"maximum 560 I 3'-D" 4'-6" s'-o 12'-0^ 3'-0' 4'-6" 6'-0" 10•-6^ 12'-0'each side with 3-112"Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist 11#2r_ 110 r " r-o' r-°" r- " 4'-6^ e'-o" LT_ r-o^ r-o" '-o^ 91•0" 17-0° required if sides of Use fifteen nails with 210 1'-0• 1'-D" 1'-0" T-6, 5'-0" 9,-0" 1'-0" 1,-0" 7-0" 6,•0" 10'-0" 1TV Backer block I s an locations using Three 8d (2-i/2")box nails, ta^ 23o r-a^ r-o^ r-a' 3'-D^ s'-6^ 1a-0^ r-o^ r-o^ z'-6" a-o^ 10'-6^ 13'-0" hanger do not laterally TJI joist depths Flashing 1 o 8d(2-1/2') 360 r-0• t•-o' a'-o" 5•-6^ a'-6' 12'-6• r-0" 747 4%0" 9'Y' 12'-0" 14'-0" 1^1 g Y install tight to top Bearing plate: clinched support at least 3/8" greater than 16". ar box nails or 560 r-0^ r-n" r-6^ s-6^ 13'-" r-0^ 3'-0" s'-o' to-0^ 1 -6^ 15'-D" P flange(tight to Flush plate with inside SP Three 16d(3.1/2")box nails of TJI joist top bottom flan a with face of wall or beam Treated 2x t 210 r-0^ V-D' l'-a' r•o^ 3'-0" 5-6° 9'-6° 1'-0" 4'6" 9'•6" 12'-6" 15'-6" od a+• 2.1/2"screws, y g '� at 3-7/2"TJijoist flange widths 23o r-o^ r-o• r a' r-s' a'-o' 6'-s' 10'-6^ r-m r-o^ r o. s'.o" 10'_6• 13'-n« t6'-a' flange face mount ledger \1.3 $t<` typical 11#2= 16" 360 1' ° I'•1)" 1'-0" '-0" -" 10'-0" I ' 1'-" I'• 2'-0" T-" 1 '-0" 144'.6- 17'-" angers).Attach Web stiffener each 560 1'•0" 1'-0" 1'-0' 2'-6" 7-0" 11'•0" 15'.0" 1'-0" 1'-0" 3'-6" 9'-0" 14'-6" tb'-0" 18'-D" i with ten 10d(3") 1 See fastener Trus Joist Option#2: I w,l side.See sizes table below.Maintain rim board 2x_strapping installed 1=-1 below, a" 6" s" 10^ tz^ ts^ n° a^ 6 B. ta' u^ ts" 17 box nails,clinched pp g Top 2"distance(minimum)from 18' 360 t'-0' 1'-0" T-0" 6'-0' 9'-0" 15'•0" 1'•0" 4'1" 9'•0" 14'-6" 16'-6" 19'•6° when possible. at 1/3 joist span Ti ht fit flange ';� edge Of ledger t0 fastener. g 560 1'-0^ I'-0" 2'-0" 6'-0" la-D" 16'-6" 1'-D" 6'-0" 11'-6° 16'6" ifv o- 20'-0' hanger locations using two 360 r-0" 1'-0" 1.'-0" -0° '-0" 11'-0" IS'-6" i'-0" 1'-6" T-0" 12'-b" 1 '-6" 19'-0" g Face mount acker block \ 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size zO• 560 r-a r-0" r-m r-6• s'-6" 1r-n^ 16'41)^ Allowable Load/Factored Resistance(lbs) O tion#3: 1-1/2" 1/2"x 2-5 " " " " Rectangular holes based on measurement of longest side. hanger both sides Fastener p /16 min -5/16 7/8 x 2-5/16 min s g g 1-3/4"rim board V a-Rim~ directly applied ceiling oies may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag boll 400/630 N.A./N.A. n single TJI t/z"leg bolt 475/750 3251 N.A emstalled hen t eeifled on the layout, one or more of 1-3/4 518"x 2-5/16"min 2-1/2" 1"x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole So Y - placement, G H2 joist H3 O .Al!c-alsie load determined in accordance with AC 124, PB three bracing options shown I tmustil be 2-1/16" 3/4""X 2-5/16"min 3-1/2" 2X4 For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one .Corrosion-resistant fasteners required for wet-service !,v'J maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. appticatlons, O Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or ar l hole configurations contact your Trus Joist representative. H BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers o BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE B C. BEARING AT WALL WINDOW HEADER CONNECTION WALL 2x diameter of the depth st ole(minimum) Joist Framing � x Trus Joist rim board o O Allowed hole o zone o o � U Strap per code if o 1/3 depth o o Cut only round holes and only (� or blocking for top plate is not Blocking in the center ofbeem. Q' lateral support continuous over panel Safety bracing(1x4 minimum)at G on-center and 1/3 span Allowed hole zone 1/3 span ROUNb HOLE CHART U header tr'1 El extended to a braced end BEAM DEPTH MAXIMUM ROUND N wall. HOLE S12E en Silent Floor joist framing Fasten at each joist with 4-3/8" 1" � does not re vire brid In o 8d(2.1/2" nails minimum For uniformly loaded beams only. q g g (see WARNING). - Rectangular holes are not allowed. 5 1/2 12/4^ or mid-span blocking g 7.1/4^to 2o^ Top flange - No holes in cantilevers. Sea illustration for Allowed Hole Zone hanger - No holes In headers or beams in plank orientation. Face mount hI2 Parallamc9 PSL or hanger DO NOT bevel cutloist Al beyond inside face of Rim board joint TimberStrand® wall. E2 between joists TJi JOIST ATTACHMENT at BEARING Li LSL Column See current Trus Joist ew rotect untreated wood from direct contact \/ literature for framing ith concrete A3 T11 Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors Trus Joist rim board bearing wall above) G� One 10d(3")box � Seat tuft must be within nail into each flange r-1 +a CONNECTION OF MULTIPLE PIECES OF well. One 8d(2-1/2") rn � --! p TOP-LOADED\I BEAMS(1) box nail each cf) a) v BEARING AT COLUMN t5 . side.Drive nails t"' 1.3/4"Width Pieces: TJI rim joist at an angle at p Lrj '� N Trus Joist least 1.1/2"from C'1 cn O Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.e, L3 rim board end. 1-3/4"minimum beartng r-t A2 at end support;3.1/2" O �svis Paralla m PSL or Minimum of 4 rows 10d(3"x 0.128")nails at ELEVATED COLUMN minimum at intermediate c rn Timber5tlrand LSL 12"o-c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE O support �+ .�4 CAP g j Ll Shear transfer.Connections equivalent to tC 4J +� r. column If using 12d(3-1/4")or larger nails,the o 00 capacity and beam number of nailing rows may be reduced Optional HI floor panel nallJngschedule �, A d"+ 't,~' .� bearing length. by one non-shrink g2 Rim to TJI Joist -C Sere current grout n >~ )Trus Joist 3-1/2"Width Pieces: Trus Joist rim board or 1-3/4"wide TJI rim (r) U literature. m Minimum of 2 rows 1/2"bolts B3 �p a1.24"o.c.staggered nail Into each flange TJI floor 00 .O (1)Load must be applied evenly across entire 3-1/2"wide TJI rim JoistToe nail with 10 N CJ �,+ qJ (3")box nails,one each joist beam width-Otherwise,use connections for side loaded beams. Z-1/16"-2-5/16"wide O W side of TJ[joist Flange O T11 rim joistOne 16d .L1. Butting Usie Bi or 82 at (3-1/2')box nail Into each C 4 Additional nailing or bolting may be required with B4 joists flange l.5 l.5 side-loaded multiple-member beams.Refer to current PI P2 P3 with blocking ternrlediate bearings3-1/2^wide d of joists panels i loatd bearing or shear TJ1 rim joist To w product literature. at centerline walll from above P vie of support Braced end wall W FASTENING of FLOOR PAiNELS Closest On-Center Spacing per Row BEAM ATTACHMENT at BEARING see hole 3 under Trus Joist rim board WARNING Nail Size TJI Trus Joist rim board TimberStrand LSL Hl One 10d(3")box 110 and 210 230,360 and 560 1" 1-t/2" 1.1/2"or wider Microllam LVL Parallam PSL nail each side of member at bearing, 8d (2-1/2")box 2.1/2" 2^ 6" 4" O 8d(2-1/2")common 3.1/2" 2" 6" 4" 3" 3" 3" 1-i/2"minimum from end 10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS l.4 Drive nails at an See framing plan(ifopplicablef or Framer's Pocket Fjt lOd 3",12d(3-1/4"}comma 4-1/2" 3" 6" 4" 4" 4" 4" angle to minimize Guide for minimum end and Mtermedlate bearin v ( ) Ssebfl dor adhesive will improve floor performance,but o xterior Deck splitting of plate /engthr. g N 16d(3.1/2")common N-A. 4" 16" 6"a1 6"01 8" 6" may not be required. LA (7J Can be reduced to 4"on-center with maximwm naiipenehation of 1.3/B"into the narrow edge. When joists are doubled at non-load bearing parallel ttachment partitions,space joists apart the width of the wall Recommended nailing is 12"on-cenfier in field and 6"on-center along for plumbing or HVAC. O Structural ��rr sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). sheathing �+r recpmmendativns. O DD NOT are Lawn/umber Nailing rows must be offset at least 11/2"and staggered. O for rim board mayor shrink 14 ga.staples may be substituted for 8d(2-1/2")nails if minimum penetration O Sawn/umber may shrink WARNING!A RN I N/"�' FFF��41I O ager lnsrallatlon. !•+` �v V V of t" into the TJI joist or rim board its achieved. r--, Protect Q See ALLOWABLE untreated wood HOLES sj Joists are unstable until braced laterally x Farthest On-Center Spacing per Row from direct o ,. Maximum spacing of hails is: contact with H3 Bracing Inc/uder Ror joist widths 1-3/4"or less: 18"ion-center concrete lot Ing Sheathing Fpr joist widths greater than 1.3/4"': 24"on-center • • •Hangers •Rlm Board DO NOT allow workers to walk on .Strut Lines .Rim lout DO NOT stack bul/ding materials Joists on unsheathed joists.Stack only 1 FILLER and BACKER BLOCK SIZES Shifted joist dditional until braced, over beams or walls. TJI Flange Widths 1-3/4" 2-1/ib" 2-5/16" 3-1/2" jolts INJUR Y MA Y RESUL T, g Plumbing drop Bearing plate to 0 WARNING NOTES-' 9.1/2"or 9-1/2"or 14"or 9-1/2"or 14"or 18"or 14"or 18"or be Flush with inside A Weyer aeuser Business44 Depth 14" 11-7/8" face of wall or y � 11-7/s" 11-7/8" 16" 11-718 16" 20" ib" 20" Squash blocks and blocking panels carry stacked Lack of concern for proper bracing during construction can result In serious accidents.Under normal conditions if th y1. x vertical loads details HI and 82).Packingout the beam rA Filler Block* 2x12+1/2" Two Two Two ( ) following guidelines are observed,accidents will be avoided ,+ ,.� `!' a�• 2x6 2x8 3/8" 3/8" 1/2" 1/2" sheathingweb of a TJI joist(with web stiffeners)is nota detail H2 2x6 2x8 2x12 ( ) sheathin sheathing sheathing sheathing substitute for squash blocks or blocking panels. 1.All blockin,han ars,dm boards and rim joists et the end supports of the 711 joists must 6e completely Installed end properly nailed. '�s .6 g g I PP I f Y p P Y y " Not 2.Lateral strength,Ifke a braced end wall ar an existing deck,must be established at the ends of the bay.)•fill can also be c� Cantilever Filler 2x6 2x10 2x6+318" 2x10+31.8" 2x6+1/2" 2x10+1/2" ,a (Detail E4) 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. " ion ton 4'•0"tong 6'-0"lon 4'-0"ion 6'•0"Ion applicable 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each foist.Without this wsi "''�"v { f g g g g g bradng,buckling sideways or rollover Is highly probable under light construction bads•like a worker or one layer of unnalied sheathing. DR�IwN. MH/MS Backer Block" SCALE: NTS 5/8 or 3/4"Or 4.Sheathing court be totally attached to each T11 joist before additional Toads can be placed on the system. K (Detail Fl 31'4" 7/8" 1"Net 2x6 2x8 2x12 fa Or H2) S.Ends of camilevers require safes bracing on both the to end bottom flanges. i JOB#: eq Y g P 8 tI +y'1+..1A �,.r.t ,'' , *ifnecesrary,increarr,fill,and backer block height liar tate mount hangets.Maintain 1/8"gap at top ofjoist!tee detail W.filler and barker block lengths should 6.The flanges must remain straight within a tolerance of V2"from true alignment, 1l `"' f, t September 28,2011 accomodate required nailing sadthout fplieing fit•mimtmum for barker blocky and 24"minimum for tiller Mock). This sheet is intended as a supplement to the Trus Joist Framerf r>•1•)" s Pocket Guide, which shoulld be referenced for additional information. _: + SHEET NUMBER: REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFAlC TURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER WALL STUD CRIPPLE STUD G • BOTTOM PLATE Q RIDGE BATHTUB • • HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT, PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" toga. STRAP APPLY OVER RIDGE TO EACH RA=TE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR R77 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q F—I WALL STUD .� THROUGH-ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR W W METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ll � Q RIM BOARD CHIMNEY AS REQUIRED F--H z RAFTER QQ C SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE FINISH WALL AND MOISTURE BLOCKING H BARRIER TO LLL LAP FLASHING ,� 2x4 SOFFIT LEDGERJOIST BLOCKING O _ STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O U AND ALL WINDOW/DOOR OPENING JACK STUDS 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 �-•I ,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 1..� INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTINh••�•I 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� , ~ RESISTANT METAL MESH WITH MESH . SCREENED VENT M-•� ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF VCONTIN. SOFFIT / EXT. PLYWOOD + INCH IN DIMENSION. r•i INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO AG TION ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR �'u EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. '• CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS ' 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTERI SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,'� KEEP ROOFING NAILS OUT 2ND. FLOOR WALL -,;� ' OF FLASHING pp ROOFING LAPS BASE FLASHING 4 INCHES / BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING C SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES N THROUGH VENT WOOD JOIST O OgL, •• Q' rte, TOP PLATE U It -1 -1 GIRDER/HEADER �fw./ SIDE WALL FLASHING WOOD JOIST /�--•I Z U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 0N FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS SMO AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 1�i 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD 0 DB L. SILL PLATE TERMITE SHIELD i r- SUBFLOOR to a SILL GASKET WOOD JOISTS cr) aj u / r a` t� +• NEOPRENE O � G TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET r^�. ' 0-, DAMPPROOF EXTERIOR 6 MIL. POLY Vs - ' BOLTEDx TO WITH PLATE O � u GRANULAR FILL • r X o ' 6MIL POLY ON EXTERIOR L`, R1 (e • V s STEEL COLUMN ' ' ' �•p � � r � 1/2 ' DIA. BOLTS ® 4$" o.c. STAG. � �, u � r LY .Q •° c u ROOF JACK 0•30 t• ° STEEL B EAM CONC. SLAB � �u .� a° ° D �•p ` eb COMPACT FILL 4" x 1/4" x 8" STEEL m 5 n . rar I � � TOP AND BOTTOM PLATE in U ROOFING LAPS c*) V ° • 4 • p ' '' FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT ra KEYWAY FOOTING a P C p p CONC. FTG. 'p • �'p • C �' SIDES AND TOP N o s O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT o W 1 (USP LBPS58 OR BP583) REINFORCING BAR -•. i I 3" STEEL COLUMN DRAIN TILE V 4 ANCHOR BOLT CONNECTION FOUNDATIION 5/8" DIA. ANCHOR BOLT I ( I SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL � TYPICAL CONC, FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIIES 36" OC MERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC 0 SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL Ua Ln SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE i JOIST COMPACT FILL ' DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT ';•� 4" SLABi W/ 6X6 WMM � I SLOPE P.T. PLATE 4"DRIVEWAY --- .. NOTCH JOIST AND ADJUST HEIGHT U) 1/2" AIR S ACE `� < < • ° (WITH A NAILING PLATE IF NEEDED) x AT END HER THAN ES OF WOOD �•p '14 s p • • • ° . °• • s ' STEEL BEAM BE 0TO X. 1A�OWF G ORSHRINKAGE E G ADE 4 , q------cf--=--� ° ° C. - ( ) • BEAMS ° ° • ► '° PROVIDE STRAPPING TO KEEP JOISTS ALIGNED ib 6X6 W.W.M. MIN. �, „12" �� •�, ° c '� �!'a 4l!'a 4 n'� ° ° ��'�- NOTCH BEAM FOR MUDSIILL IF REQUIRED -- MAXIMUM p p s ' ° ^ s'p �� ��I SUB FLOOR yj d REINFORCING BAR _ NOTCH EQUALS 1/4 DEPITH OF BEAM I G', ° s °° ♦ 4` A REINFORCING BAR c s ° ° °'� o 101ST DRAIN TILE �!--�•� o d° SHEET METAL / 30# FELT UNDER BEAM AT POINT I ' O'A �° �• ° r STEEL BEAM • 'J.' A o• �• OF CONTACT WITH CONCRETE OR CONC. BLOCK _f'fi�� T i'f:� �ti_Ti �'r�,f� ,.. ,°. ,,, ='�•,:,• , o•° 3' PLATE (BOLTED TOB TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • aA SHIMS TO LEVEL BEAM ;*A_ REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR B LOC KOUT ;:. f ? DRAWN: MH Ms w SCALE: NTS BEAM POCKET . 70B#: Sep tember 28,201 I iE`: s � `5! SHEET NUMBER: REVISIONS: WINDLOAD PATH CAND CONSDRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4' DIA.MAXIMUM RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA • GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ••. • 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE Z_ :E RAFTER JACK STUDS �o M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC VIUITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted, all framing material to be##1 ACQ pressure treated lumber. Z STAIR RAILING AILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. 0 H ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. va a MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete rT� footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall F•+-i W HANDRAILS RAFTER be 3 ft. below grade. A 4). Deck joists to have blocking at 8'0 o.c.. Z RAFTER 5). Flashing shall be installed between the building and ledger. Lapping up the sheathingki E~ and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers U POST and nuts at 16"o.c. TOP PLATE •• 6).Concrete piers shall be a minimum 6"above grade. Z •TOP PLATE BALUSTERS 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored RIM/DECK JOIST to girder(s). WAIL STUD OPEN BALUSTER, ATTACHED TO WALL WALL STUD 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. ° o qQ 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal ^ HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"1N 4"- 6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ROOF SHEATHING: EACH RAFTERNAIL NAIL JOINT DESCRIPTION QTY SPACING NOTES STRUCTURAL PANEL gd AS PER TABLE 3.8 WFCM-SBC 4"MAX. 4"DIA. MAXIMUM C GIRDER/HEADER ROOF FRAMING: E-+ GIRDER/HEADER W ° JOINT DESCRIPTION NAIL NAIL NOTES o QTY. SPACING JOIST POST/COLUMN ° ° ° RAFTER TO 8'WALL: 3-8d COMMONEACH TOE NAIL Q x ° TOP PLATE 10'WALL:4-8d COMMON RAFTER U POST/COLUMN CEILING JOIST 8 WALL: 3-8d COMMONEACH v� TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE v� PARALLEL RAFTER WFCM-SBC LAP NAIL GIRDER/HEADER c� CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE DECK/PORCH RAILING 2 -8d COMMON LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END JOIST 70 GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL 0 co N � � O X M � e STU WALL FRAMING: o, ro o BEARING PLATE NAIL NAIL O GIRDER JOINT DESCRIPTION NOTES x o • • QTY. SPACING TOP PLATE TO PERU) v ° • • 2 -16d COMMOls I FACE NAIL tt v C'0 " TOP PLATE FOOT°, C o • TOP PLATES AT JOINTS FACE 5 o WOOD JOIST •,'• INTERSECTIONS 4-16d COMMO EA. SIDE NAIL N ` •• STUD TO 24" FACE ir, U • �' '• 2 -16d COMMO LEDGER ° GIRDER/HEADER I CONCRETE PIER •'• STUD O.C. NAIL 00 WOOD JOIST ,• • HEADER TO 16d COMMON 16"O.C. FACE N WOOD JOIST - '� HEADER ALONG EDGES NAIL W • TOP OR BOTTOM 2- 16d COMMOI, PER 2x4 STUD END ,••` PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL DOUBLE 2x BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM) FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTIONALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM @ I LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS RODI TO ALLOW FOR SHRINKAGE. REQU REED I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE 0 DECK FRAMING: FLASHING TUCKED UNDER l JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE (N� PIECE OF SIDING BELOW THREADED ROiD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL Q BRIDGING EACH TOE 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST 2-8d COMMON END NAIL CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOE CJ WOOD JOIST E MINIMU ME TO JOIST 2-8d COMMON END NAIL tn BLOCKING TO: 3 -16d COMMO EACH TOE BLOCKINGSILL OR TOP PLATE BLOCK NAIL FLOOR FRAMING .•p ...• - MINIM M o 'p " LEDGER STRIP 3 -16d COMMO EACH FACE 2x JOISTS o ' o a ENS ANCE TO BEAM JOIST NAIL v w e + • ' • ° . • ♦• •, 12"X12"xI2" " v v ' ''off gig;•' " v JOIST ON LEDGER PER TOE WOOD GIRDER ' ' 3-8d COMMON CONCRETE FOOTING 4A (A JOIST NAIL TO BEAM BLOCKING FOR .:: BAND JOIST PER END JOIST HANGER •� 3 -16d COMMO .. �:. :' ' •F � TO JOIST JOIST NAIL LAG BOLTS 1 BAND JOIST TO: PER RIM JOIST/BD. HOLLOW COLUMN UPLIFT SILL OR TOP PLATE FOOT • 2-16d COMMO TOE NAIL,.; "°'� �-r c' • o SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG. CONNECTION SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DRAWN: MII/MS LOCATION USP NUMBER DESCRIPTION APPLICATION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND n o SCALE: NITS USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING` DECK/PORCH LEDGER CONNECTION .� ..; JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ` September 28,2011 SHEET NUMBER: �, 1'r 0or A4 I REVISIONS: EJ"N* E 'Kwl A` L 'IN"U` `1"o E S WiND FRAMING NOTES NAILING SCHEDULE V NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QT, SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1). The information within thils set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10 WALIL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALIL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PIER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PIER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PIER TABLE 3.4 EACH FACE 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 18d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 � (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and stab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 H precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING (DESIGNED FOR CAT.C) Q� TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY �J V, specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMONW w p p p p TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE z INTERSECTIONS ` -16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field and STUD O.C. NAIL Sym.: U p g FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 33 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �--i length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Q determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAiL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin} soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - Sd COMMON JOIST NAIL 8). CONNECTiONSAROUNDEXTERIORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - Sd COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 -8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON " 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL @ 6 O.0 8d COMMON @ 6 O.C. SEE NOTES: 13 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: p g g' BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch think. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 :16d COMMONINTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD O 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRiP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS T8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 En 6). Crawl spaces to be provided with a minimum 18"x24" access opening. install oneattached with the above requirements. TO BEAM 3 . 16d COMMONJOIST NAiL 8x16 cast iron foundation vena for every 150 sq. ft. of area. w PORCH NOTES: JOIST ON LEDGER PER TOE NOTES DECK AND COVERED OR TO BEAM 3- 8d COMMON JOIST NAIL O 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Z U BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. N 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 -16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES " g S H 1� 1 2}. Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. `V : For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches O.C. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashing shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ) g g g JOINT DESCRIPTION °' Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) Cn M v o where needed. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD X 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 5 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to hawe (3) jack studs and (2) full length studs on each side of WALL SH EATHINIG: �" y+ w C openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES U 'U)openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIIL NAIL o 0t0 \ THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. bin and blocking where applicable. QTY. SPACING o 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5 . All flush beams/headers to be installed with heavy du galvinized hangers and ) Yp g• 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � � �'� '4 Y tY g g PANELS WFCM - SBC anchors where applicable to alll connecting joists. PLUMBING NOTES be used. It U m \0= 7/16" OSB 3" O.C. EDGE N 6d COMMON cu W 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w s Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 7). Provide 2 - 1-3/4" thick m icrolams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). NOTE: rn 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAiL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY W 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION Q•T, SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES ,. 8d COMMON 0 1 OR LESS 12 O.C. FiELD 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. cl1 under all bearing walls. 1), Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q" 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ►� 10). Provide insulation bafflers at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BT REFERRED TO IF N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED iN SCHEDULE NOTES ONLY. equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. " as required by current NYS Residential Code-FIREBLOCKING REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel sedge. If wall sheathing Fireblocktng shall be provided to cut off all concealed draft openings(both vertical and horizontal) U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. x shear capacities, nailing requirements for structural � adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or allternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path, levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs, 2).When wall sheathing is continuous over connected • •� , ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number (of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. drop ceilings and cove ceilings. ti A . g p to be reduced tol - 16d nail per afoot. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 3) --,a oma. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. .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. � approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ' , torch down type material over. flame and products of combustion. DRAWN: MH/MS SCALE: NTS 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates t0 Sj.For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. �+ yj. JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. fi -`` k: September 28,2011 SHEET NUMBER: r� 122.. `Ica.c[+'Y'.ci'.u'.,:.�•'S,er'r