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Home My WebLink About37072-Z Town of Southold 2/16/2018 P.O.Box 1179 • . ' 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 39524 Date: 2/16/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 6325 Nassau Point Rd, Cutchogue SCTM#: 473889 See/Block/Lot: Ill.-13-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2012 pursuant to which Building Permit No. 37072 dated 3/16/2012 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 TWO-CAR GARAGE WITH HALF BATH AND SECOND FLOOR STORAGE 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 A4ichael Ridolfi ut o ' ed Signature 4 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#: 37072 Date: 3/16/2012 Permission is hereby granted to: Marie NG 169 Carroll St Brooklyn, NY 11231 To: demolition of existinggarage & construction of a new 22' X 26' g g garage as applied for At premises located at: 6325 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-13-10 Pursuant to application dated 3/6/2012 and approved by the Building Inspector. To expire on 9/15/2013. Fees: ALTERATION OF ACCESSORY BUILDINGS $447.20 DEMOLITION $232.00 CO -ACCESSORY BUILDING $50.00 Total: $729.20 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. FinaGsurvey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features 2. Final Approval frorn Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B.. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets;building and unusual natural or topographic features 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1 Certificate of Occupancy -New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50 00, Accessory building $50 00, Additions to accessory building$50 00, Businesses $50 00 2 Certificate of Occupancy on Pre-existing Building- $100.00 3 Copy of Certificate of Occupancy- $.25 , 4 Updated, Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15 00, Commercial $15 00 Date New Construction: Old or Pre-existing Building (check one) Location of Property. 6 3Z S /v4,S',' / , ?0�7 A?a 6,7Z7 t6!6 C"-E House No Street / Harnlet Owner or Owners of Property: 4,e N6 Suffolk County Tax Map No-1000, Section U Block 3 Lot / 0 5u6division Filed Map. Lot• Permit No Date of Permit. Applicant: Health Dept. Approval Underwriters Approval. Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted $ r /&P Applicant S ature SO!/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 PO Box 1179 G Q Southold,NY 11971-0959 �►Ol� 'MiQ roger.richert(c�town.southold.ny.us COON 1 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marie Ng Address: 6325 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 Building Permit# 37072 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 Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 15 , Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 19 CO Detectors Sub Panel 60a A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: GARAGE, 2-ARC fault circuit breakers, 2-combination smoke/co detectors Notes: Inspector Signature: ��c.c_ Date: July 30 2012 81-Cert Electrical Compliance Form.xls 04/06/2001 05: 35 516-325-6960 DENICCLA PAGE 01 fet� Town Hall,53D95'Maln Road Fax(5 16)765.1823 P O. Box 1179 �U9 Telephone(516)765.1802 Southold,New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C ERT I T I C A T I O N ]DATE: + I Building Permit No. 7 37 O Owner, (please print) / Plumber: , " `VC,�ae.I Rk Ao)[�i (pleaee print) I .certify that the solder used in the water supply system contains leas than 2/10 of 14 lead. (Plumb Signature) Sworn to before me this lkDT day of -Cc-�u 26 fi ;.• .r-A DI4IASE Notary Public State of New York No.01 D16104312 Nassau County Notary Public, 6)LjSa- county CommlWon Exp rem Jarwary 20,201-V SOUryo6 3 7o C42 2bc TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: yl- DATE INSPECTOR. ' _ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRIC (FINAL) REMARKS: r DATE INSPECTOR TOWN OF SOUTHOLD BUILDING--DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE/MARKS: DATE �� INSPECTOR' 7Z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTOUGH"131.13G. ON [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ec s p" 4 G� DATE v INSPECTOR OF SOUjyo6 -- H • 1 0 1 TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ -] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE.— INSPECTOR TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG-. . [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE `73�o Y INSPECTOR • . �` �I�%/mil _ L PAP, FIV rdwn EWA RIM �� o PON 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 pp ..�1 �• - �f`` ( Planning Board approval FAX: (631) 765-9502 ` Survey SoutholdTown.NorthFork.net PER'MfT)NO: 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'�iVG G c r4,*(G � Az f b. Intended use and occupancy /i/ J 'C 1410.4e,- 6 V 3. Nature of work (check which applicable): New Buildin Addition Alteration Repair Removal Demolitio Other Work ® AX (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of;cars 6. .hf'busine'ss;cginm1pr6al or mixed occupancy, specify nature and extent of each type of use. f 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions. Front" Rear, Depth Height Number of,Stories 1 8. Dimensions of,entire,new construction: Front Rear 'Depth Height Number of Stories 7 i 9. Size of lot: Front S Rear ' Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated h- 4- 12. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO X 14. Names of Owner of prepises / Ae(F- N& Address Phone No. 4 317 $2 03 Name of Architect .c3(' EFL✓� r-2- Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_X_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES)_NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_k/ * IF YES, PROVIDE A COPY. _ CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: oual Pied in Suffolk County COUNTY OF Commission Expires April 14,kg� C� �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, C rporat Officer, etc.) of said owner or owners, and is duly authorized to perforn.1 or haveperformed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi SA day of 20,/a. Notary Public �' 7 Signature f Alicant New York State Department of Environmental Conservation _ Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 r - 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 you of the responsibility of obtaining any necessary permit or app vals from other agencies o; local municipalities. Sin rely', Jo land De u,ty ermit Adminis at i cc: Schwartz Associates, Habitat-TW, File Enc. Check 2923 AIC, i �- Town of Southold I N Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM o ; PROPERTY LOCATION. S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A O� 1 l 3 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN ' or1TC - CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. i i SCOPE OF WORK - PROPOSED CONSTRUCTION MZM# / WORK ASSESSMENT_ J Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within Will this�J Retain Ali Storm Water Run Off i ?j O Generated by a Two(2")Inch Rainfall on Site? b. What is the Total Area of Land Cleearingaring the Scope off Work for Proposed coon) (S.F/Acres) (This Drn ewin include all run-off created by site ✓� ! clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed o Q0 Site Improvements and the permanent creation of j construction activity? ; impervious(S.F.IAoes) impervious surfaces.) PROVIDE BRIEF PROJECT DFSCRIp'iTON raaadaAadnlorr,I Pages w Nom) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size 8 Location?This Item shall include all Proposed Grade Changes and AE 110 G .sf 2 A<1CSlopes Controlling Surface Water Flow. J 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to j control site erosion and storm water discharges. This — r item must be maintained throughout the Entirej. Construction Period. ; 4 Will this Project Require any Land Filling,Grading or i Excavation where there is a change to the Natural / Existing Grade Involving more than 200 Cubic Yards v I of Material within any Parcel? 5 Wili this Application Require Land Disturbing Activities j Encompassing an Area In Excess of Five Thousand L-1 I (5,000 S.F)Square Feet of Ground Surface? El l i 6 Is there a Natuna!Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or — Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there he Site preparation on Existing Grade Slopes part of a larger common plan that will ultimately disturb one or more acres of land i P including Construction activities involving soil disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise t0 ✓ I I i ' the DEC has determined mrined that a SPpermit is One Hundred required for storm water discharges. (100')of Horizontal Distance? _ r (SWPPP**Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storrs Water Discharges from Construction activity-Permit No.GP-0-10-DO1.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the Not.The NO)strati be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any V constructed to reduce the pollutants in storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder i compliance with the terms and conditions of this permit In addition,the SWPPP shall Area?(nos item will NOT Inckrds the Installation of Driveway Apron.) ElI identify potential sources of pollution which may reasonaby be expected to affect the quality of storm water discharges NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mak 3.All SWPPPs that require the post-construction storm water management practice In a Box and the consbudion site disturbance Is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm Water,Grading,Drainage tt Erosion Control Plan is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to issuance of Any Building Permit. (NOTE: A Check Mak(.h andlor Answer for each(IueWm Is Required for a Corn0ato Applkalion) i STATE OF NEW YORK, r GPvG Notary Public,State of New o i COUNTY OF lop t SS No.01 BU618W50 Qualified in Suffolk County I, �G I ��iot7 Expires April 14,2Q/-- That ....being duty sworn,deposes and sayPHR�rfle is the applicant for Permit, �•.•••••.• .(NameoffndrvMuarslgrtrgD�ctu�). ..... .•.•. apP ' And that he/she is the .............._................................ C.. ....... (Owner.Cantraclar.fit; "...'".'ex.).............................................................. � Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewidt. Swom to before me this; �r1,�Gt ( I .............�............................day of `.... .. ............................,20.�t� Notary Public: ........ j.ir`' .............. ....................... (Signature of t) ' I FORM - 06/10 : I i Town Halt Annex Telephone Main Road OX (631)765-I1802 imSu53p to�erfdle o9�d.ny UBpg SoediokL NY 11971-0959 ' • BUQAING DEPARTWI 4 T k TOWN OF SOUTHOLD ' APPLICATION FQR ELECTRICAL INSPECTION [Address: QUESTED BY: Q(,i' �a GL P� Date: a-- mpany Name: U. �,(.L Pr✓ F I2 c4 n1 (, u G _- e: . -r--.��_ ---- nse No.: 3,36-7 a in n �v� h/�1� /on %l7 bw neNo.: b3� b6 3b38 JOBSITE INFORMATION: (*Indicates required information) 'Namd: �� e 3 g-S . Qdt o "Cross Street: `Phone No.:. i� �� do 7 Permit No.: Tax-Map District: 1000 Section: Block: I Lot: LD *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ��a 06 Mill-2 PVD *!s job ready for inspection: a V v YES/ NO Rough In Final , *Do.you need a Temp Certfficate: S NO - - Tamp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *ew Service: Re-connect Underground Number of iometers Change of Service Overhead Additional Information: - ` PAYMENT DUE WITH APPLICATION _ i C .824kequest for inspection Form �o��pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 4 Fax(631)765-9502 PO Box 1 179 Southold,NY 11971-0959 G.'�tOl �O yC4UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 7, 2012 Marie NG 169 Carroll St Brooklyn NY 11231 Re: 6325 Nassau Pt Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electric / A fee of$50.00. V Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#769-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37072 — Garage oFso�j 5�� yam- Town Hall Annex Te one(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 i.2- • Southold,NY 11971-0959 Q cDUNTI February 23, 2015 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: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37072 - Garage REVISIONS. HEALTH 04128N1 / MEETS AND BOUNDS BY: NATHAN TAFT CORWIN III NOTE: ' LAND SURVEYOR, LIC. 50467 NO WELLS WITHIN SURVEYED: MARCH 31, 2011, 150'OF PROPOSED. , SEPTIC SYSTEM { DWELLING N/O/F Uj USES PUBLIC WATER NEIL ATTARDI 4 RICHARD S.ATTARDI LOT 44 &CAROLYN ATTARDI G`- ® u) ;I I I 10'min.SETBACK 17.942' ® ti Lj FOR ACCESSORY U l ' EL.41.8 ► N 64°33'0" E 356.00' ;, STRUCTURES E4.45.0' EL.8.T z APPROVED SYs' ezmvc ec"°`0 4POOL POOL IGH BY SCHDS POOLFENCINFENCING ' i o HOT EP ii '¢T� } TUB 5 e m -� OI I U y � /o tom•. rJ�-, ! - .----.--'"-",, � � 4 4.8'a A C fJ� J EL8.7' ��i y z 0 W v 4 3 GRAVEL TEsrHo (1 tF + rJJ � % O Q u NASSAU I DRIVEWAY Z `• POOL J 10'DEEP m 0 LITTLE POINT LOT 45 N 2 m HOUSE" (-0-4-NON-TURF hJ, w PECONIC © BUFFER ROAD —W— iw — —W W , W. �/ `'i'y 51.4 -� �J� a, BEACH c�1 BAY 0 I �'• T lJ��1 o V v] t � ^ 4z W PROPOSED n o� ; �J gt N a O GARAGE Z MANHOLE j I(/ (� EXISTING L_ '' 1� EX.WOOD STEPS TO DECK DECK Q _ 4'HIGH t zx9.6 — r POOL FENCING 0 EXISTINGE- 0 GARAGE 4'HIGH - a y z POOL FENCING 1 EL 37.0' fes✓ S 64033'0" W 344.00' EL 38.0' ' EL 8.8' y w z N/O/F MICHAEL CATAPANO z �- 6 ANDREA L.CATAPANO - +. DWELLING SITE PLANI USES PUBLIC WATER LOT 46T Be Impected By The SCALE: 1" =30'-0' Walter une(s) = ° Coon C pt. Cit k;eaftl SeMces.,i �, 3 Suffolk Call 85-2-5700, 48 Hours �n Advance, To Schedule Inspectian(s). 000-11 1 -1 3 -10 T— a SUC6'OLK COUNTY DEPAzTRiENT OF H-EA TF. 'SER S a �- 'SERVICES PROPOSED o P -R-:41T' FO AI P-h , r, �- o 0 GARAGE N �. ._. P.ItQ.PQSED. ':E CZCy i?11 ,:.a-Az# FOR A M U . Z_ MANHOLE � } IaEOLs n Lis� iDE. }I '\'"b Z z 5.0� MH 4' HIGH POOL FENCING N _ 1 b O EXISTING N. 20 — I� ((� U �' DATA �� i� ILI 4 Ey F. O 1 GARAGE I AFPRO'"►;mo . _. CN ` MAY 14 12 F®R Maxlcrl Iii or BEDROOMS DRAWN: MH/MS �� 21.5• • SCALE: 1/4"=1'-0" EXPIRES�'i�RcE YEARS !"FYONI ATE OI°APPRO1>�AL JOB a: S 6403 3'0 BLDG.DE I. April 2C,2012 PARTIAL SITE PLAN T TOWN OF SOU LD Revised pian Approved V —7 tZ SHEETNUMBER: SCALE: I" = 20'-0' i SURVEY OF LOT 45 AMENDED MAP A OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUATE CUTCHOGUE �N TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 111 - 13- 10 SCALE 1 =20, MARCH 31 , 2011 s DECEMBER 10, 2011 FOUNDATION LOCATION ��Fo MARCH 28, 2012 ADDED SEPTIC SYSTEM cS� MAY 14, 2012 FINAL SURVEY �No FEN�s. o E°P\PE 1 i AREA = 30,045 sq. ff. F DI. I �� o� � P (TO BULKHEAD) 0.690 CIC. N I ATTAA TA RDI NEIg,D N ATEA 9 �o s� 3 0� gICCAgOL� �� o OT O �GNG6 5��6 0 P\cc l IJS�S P o 0 o 0 p i 2 PPj\ nay •� o - 0� •w. 0 o� A s o 006 6 "0' '0 .I m �� O Z P Z � pp� NG• ' G � P"AY 3 1 2012 JN\�S T' r[D(;.DEPT. �� 'ss / / ScE�S V O(SJl !THOLD EFtPGO Np. 27.5' s w Fp0 ,�N 0 0 62S � \Np �ryh 1'\Jp yo p� ' V o G2o FP y ?.g• 7'POP 0 0\°G�a a vo�ZG1 PP�� U1Z o ° �P o G 1.d n fpVN� SON' GVG\PN n .d a STS 6 d 5�� o n ry_ It'PA GpN 0 a 0/yE d e�G/qN 6 A 0 \ 640C eF(Ogh �qY k CURB W s. ° kUSRPN RF FFNGf 4 G c ° CURB A a W d a c °' poop WATER 101i2 gyp\N\ 21 4. OO J �F� LST PPRP �C d° Fa %% 0 P A 6 �p O c°NN \� �P�� LOQ ANO 0 o° a� p NIIF STA A a° PREPARED IN ACCORDANCE WITH THE MINIMUM s \ I DL STANDARDS FOR TITLE SURVEYS AS_ESTABLISHED BT AND SUCH USE BYEIEVrYORK.STATE-p ORNO o° / TITLE ASSOCIATION/ i; �� 0 01. a 2 � G f� ; N.Y.S. Lic. No. 50467 y/ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF d'°.• ° SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corrin III c. 10COPIES OF THIS SURVEY MAP NOT BEARING 0, ° THE LAND SURVEYOR'S INKED SEAL Land Surveyor- CERTIFICATIONS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 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 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout _\\\C,a✓� 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 31-029C SURVEY OF SUFFOLK CODUTY DEPARTN!:-MT 05 HEALTH SERVICES L �p 5 APPROVAL OF CONSTRUCTr'-.,C-RiCS FOR `$ A SIVISLE FA''&Y R;`:�I pf-,%4c r r411 AMENDED MAP A OF NASSAU POINT oC!,3 H.S. Ret. -;Q. FILE No. 156 FILED AUGUST 16, 1922 SITUATE The rRswe2e d`-snnWand"ter sups►y`ac;►i°:e: ::ttmg tx9on h3vr t,*an lrk*peded ancloroartMed by V43 cr ofh �,��rd�s and' end to C U T C I�O G U E eaN.' ►y FOF'T TA L +�" :- 'rF /,,' BEDROOMS. �o Ul TOWN O F S O U T H O L D -} 1N2,ter�. �;a P. ., t ►�► �` SUFFOLK COUNTY, NEW YORK o71ce of Wastevratcr fAvmsgamer,t S.C. TAX No. 1000- 1 1 1 — 13- 10 �6� FRP�o °AGK SCALE 1 "=20' sN CP MARCH 31 , 201 1 `� s DECEMBER 10, 2011 FOUNDATION LOCATION MARCH 28, 2012 ADDED SEPTIC SYSTEM J MAY 14, 2012 FINAL SURVEY 0 j SEPTEMBER 24, 2012 ADD WATER & SANITARY LINES TO GARGAGE F1`l 0 /o/F RDI' DI LATTAAT TA DI ��Z� � � AREA - 30,045 sq. ft. (TO BULKHEAD) 0.690 ac. xAR L`�N gIC CAD'0 LOTolp lJ OVV?g�\G o �2 PPSS q \ o N FENDS. \/119 9 p PO°GONG. GZ v� ° n OF ZR SF-P PNS ' R0� 6 S, cD. / S\EpGC_ F`,SRo GOC\�R o / .�10o�N0\N GOJ 27.5' �0 � sz moo. LU 63 d `ry 'j ; r^Zn� F �1 Z° �p A2 "°° gPRg F \' ' P�P�LL N ' °N � ^ qPG. "(9 1P 84ock 61 o1 a ° FSC/9N e °r ° `CR d VAB 1 o-' RNG NGS 10 4G e o �aCk C ° ° a ° o W \,A6 '_ 1°1 g; LR9 d a c SRL F, gyp,\\-PL ° d d I dw CPN S F 000 , F S E o ° VN O POR N S �� ooGn \' PRg°RJ\ZP S P Z WPTER `\i a T- d 263 ,. QJ�PSgF, gNGF. ° 00, �PP LpT 2 FRP 6 GONN. LOT NO `�� 9G� l�N\� N/OI cA��ApA�O � tI 5CA UM STANDARDSIFOR TITLEPREPARED SURVEYS AS ESTABNCE WITH THE LISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED % c FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. / IEOFPe22+v O i ONG. 0 d ° �. �'p�� Y.S. Lic. No. 50467 / UNAUTHORIZED ALTERATION OR ADDITION Y6 ` TO THIS SURVEY IS A VIOLATION OF SECT ON IC EDUCATIONLAW. THE NEW YORK STATE Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL INOTOBEEAL CONOS DERED Land Surveyor TO BE A VALID TRUERUE C COPY. \\�✓� CERTIFICATIONS INDICATED HEREON SHALL RUN �J ONLY TO THE PERSON FOR WHOM THE SURVEY S PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. saksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND p g 9 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 -0290 REVISIONS SCTM # 1000-111-13-10 MEETS AND BOUNDS BY: NATHAN TAFT CORWIN 111 LAND SURVEYOR, LIC. 50467 i SURVEYED: MARCH 31, 2011 i -- i / / NOTE: / NO WELLS WITHIN 150'OF PROPOSED / ©D V©© SEPTIC SYSTEM / DWELLING N/O/F USES PUBLIC WATER NEIL TARDI RICHARD S. ATCARDI / LOT 44 &CAROLYN ATTARDI j 10'min. SETBACK 17.9421 N 1 FOR ACCESSORY m EL. 41.8 ' I FN 64°33'0" E 356.00' STRUCTURES EV 45.0' FE . 8.T U � r _ 4a-1 - � ' 1 5' 4' HIGH H 4' HIGH ' O EYISTINGAll.111C, POOL 11�` , POOL FENCING -' U O T°BE RrDLOCATEJ G -_ FENCL'N i- , ' � O 2 D.W. D.W HOT ,'tj �'' .N O .... .� NEP iv= T TUB -�� 01 v N ........._.......... 50. LC L• Z TEST HOLE' O GRAVEL . . o DRIVEWAY .`: + .: i^�^�j 18'X46' 4 t� ' (� O Ll 1 1 LE NASSAU �1 _ POOL 1-� , n, Z _ , 10 DEEP r... PONT O LOT 45 N � = 2 STY HOUSE : _ NON-TURF 0 W PECON IC J i BUFFER _ ROAD � M - W - W - -W - - - f=' BEACH cV BAY O W , , LL, ._.l I ._> � EXIE -' 5 1 .4' r SHED :51 .4' - < O '~'� o' N W o r✓ `, al PROPOSED t ai t/1 cv D.W. ............................................... ._ ..• % I!� ;--�. EXISTING E Z GARAGE . ^� DECK Q 4' HIGH 3'9 EX.WOOD OD STEPS TO DECK p `� 4•(�.6 26.0' _ POOL FENCING EXISTING EXISTING :z,.5 } W. ACC 3 �/ (., ELECTRICAL ~ O GARAGE EX15T -' ` 4'HIGH SEP.O .....__. '�POOL FENCING iIN -IECTION � IRE- O r� r ............._ zrs. 1' .• 1 t, S 64033'0" W 344.00' EE. 3s.°' EL. s.s' ROVED AS NOTED APP A4 N/O!F MICHAEL CATAPANO At .° DATE' 3��B B•P•# j 70 4-4 &ANDREA L,CATAPANO DWELLING r" r SITE PLAN . FEE: �� ' ° BY USES PUBLIC WATER „?, ;j '1 4a'f SCALE: 1" - 30'-0' NOTIFY BUILDING DEPARTMENT AT LOT 46 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL&CAULKING 3. INSULATION Q 4. FINAL-CONSTRUCTION&ELECTRICAL O MUST BE COMPLETE FOR C 0 41 z ALL CONSTRUCTION SHALL MEET THE bIJ ~ Z REQUIREMENTS OF THE CODES OF NE ct LOCATION: AREA LOT COVERAGE: LOCATION: AREA: LOT'COVERAGE: l ;'YORK STATE. NOT RESPONSIBLE FOR 0 O PROPERTY: t� 30,459 SQ. FT. 0.69 AC. 2 STORY HOUSE 1276.8 SQ. FT. 4.2% ✓' DESIGN OR CONSTRUCTION ERRORS. ,` n o SUNROOM 352.0 SQ. FT. 1.2% % V {` RETAIN STORM WATER RUNOFF BULKHEAD DECK 108.0 SQ. FT. 0.4% FRONT PORCHES 144.7 SQ. FT. 0.5% C � PURSUANTTO CHAPS 6 bioU) � BULKHEAD SHED 25.5 SQ. FT. 0.1% TOWN C L v OF THE 210'X40'INGROUND POOL 800.0 SQ. FT. 2.6% M 2 STORY GARAGE 572 SQ. FT. 1.9% 10'X10' HOT TUB 100.0 SQ. FT. 0.3% 1 STORY ACCESSORY BLDG. 84.7 SQ. FT. 0.3% TOTAL: 3,543.3 11.6% PORCH 39.8 SQ. FT. 0.1 -k f %tT eR . w A 'S3 DRAWN: MH MS SCALE: 1/4"=1' JOB#: 6 "�"4s,it a$ February 24,2012 S1TEE T NUMBER: ter 0CX,. 4 1. , of ;� ;< RE VISIONS ------ R __—__�_�__ ---- ------- - ---- - -- _ — F- I 11 LFT t-L j— LJ o,00rll�i -L7 - I i 1 ..; � f I1 1 _ y i -I r-' '---'-I i--it } -f -i;`- � -I 1 � -` �.i ill �}--L i 1�1 r U -}j! 4 { T 1-`-' -� - -�i_ - L_.1T' L � { � - -!- -�iI_�� _ �i �� _11� { •� L I 1�.T I 1. ,1 i�.�T�T L - I� I J { �_� 1 -Y- O - - - - i I j i - T- - -� r r- 1 -I z T i I ! E — - - — -- - r— - -- - N r� - I - — - f - `t- 1 lr i E� I J r + T �- I `'�� J �r 1_ } l _L� -L. L �, II 1.� _r- N ir l f -� _�1__ I t_- _�. i - -- _L -1,.� L _ __ - I ' ..'_ _1 1 — - -— Till-11 . _f- -.i_'r-- + I }� I - + i_- — - - — -`__:_'-"'-_ T_- I -�''�`-` �-`�' i I 11----->�-_`j I -TL,---1- -,-._t.;-��jJ 1_,+.�!�1 f .t. V w LYS r-i �--. � ' � 1r--�-•- -_i,-,_r _ I t '--r---,-- i ♦ .i�1„''--T' � �•` r. ��!L.-�-_rL-__.__-.i_.- .-----�----Ti { t MIM R O 00 00 �ftir - , I i 7 T fJ 1 - - T i + I �T; y i i - T I i� . ♦ _ ♦ rT, U REAR ELEVATION FRONT ELEVATION cn SCALE: 1J4” = 1' 9 SCALE: 1/4" = 1' o H JJIJ a w w Q -s iL 'LIE] -�T _ o Q { ; __L t _�, L,LL�-- _-T _ i — { i 1T —-'—'—r--- '_'_t i ! I , , 1 7l-L co --1-- j _1,._L_ _ 1_ i WJ off _ -r--�T �' y i--a -I LI } +' 00 -_i i r { �� II I '' i - - --! N : . Tr i �.- i -'•r- � ' r--t-1 -`-- I - , --ir--i,--i M 11 I C- + E -� I i ' ' j + � ILLr...l F1 I i LEFT ELEVATI01 ; '> . DRAWN: MH/MS �� 1► "`'w.? '° F•. SCAIE: 1/4"=1'-0" SCALE: 1/4 = = SCALE: 1/4" 1' r �~ E�M Jos#: �' �►: February 24,2012 <� SHEET NUMBER: w ® . REVISIONS 0�0 26'-0" 13'-0" 1,3'- 01 26'-0" 0 TW2642 D D O O !1 (2)2X10 HDR. , ^ • d D • d . p • d p d • p d ' ^O I I I I 1 I I "X- 0 �I ° 3'-0�/4" 15'-6�/2" 6'-11/4DN .+.., �' w I U If] --- __ — A ...........................__._._..._.,__.. Rr eM p ---------- (2)2XIOHOR. _, _ --- -- °c a OI e e �_ _______________________ __ Nva = _-=_ S v ^ ° a I 12"DEEP FOOTING FOR WALL ABOVE U n NC 1 N ' A 1 REINFORCE w/(3)#5 REBAR N ' N FW v�(2)1111-7/8 ML FLUSH BEAM 7'-0„ 7,T0„ (3)#5 REBAR ! le, 1 �+ e, EACH WAY -0 I i ' j'. ; I1 'i 8'-0"CEILING HEIGHT D ^ ^ , O O i j O i I O O O ' 1 1--- I , + N O - l N p_-..- r r N N ° N , ', ! , -----.-------.___ REINFORCED CONCRETE SLAB --- 4 z w/WMM OVER COMPACTED Q CLEAN FILL.PITCH TO DOOR a I" ! OPENINGS MIN.1/8":1' a Q i ----------- ��—__1 i_ ------------ - Q .D i i I 0 1 I m X 1 _.... ; N N 1 1 I ., 1 P7 �' H O 1 s_ ____.__._�_-.—_..j _.._____—_..____...__..___ 1 I I I I O 4 (2)1-314X11,7/8 ML UPSET H1,,ADER i i (2�1-3/4X11-7/8 ML UPSET HEADER (FLUSH WITH-FLOOR SYSTEM) i (FLUSH WYTf9-FLOOR"SYSTEM) (2)7-1%4 ML ABOVE DOOR I I (2)7-V4 ML*ABOVE DOOR 1 - - - - - - --- - - - - - D 8'0" 8'-0' 7'-0" 12'-0" 7'-0" '-101/2" S'-3" 3,-9" 8'-3" L,-101/21, �•�/ O 26'-0" 26'-0" Az Az 10, 1),B'HIGH CEILING HEIGHT.STUD WALL ON ACQ SILL PLATE OVER 8"HIGH Q CONCRETE WALL. 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8"ABOVE GRADE. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR COX PLYWOOD. FOUNDATION PIAN UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). P 0 1ST. FLOOR P 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. BLOCKING AT V-0"O.C.AND MIDSPAN. SCALE: CA 1 E: i//I 11 _ i 1 INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 0 V JL.HLL 1 `i 1 WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE SCALE: 1/4" - 1� 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE U1J z Z OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS AND POSITIONED 50 THAT THE POINTS OF THE SQUARE MEET THE CONTROL t� ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE cd Lj MICROLAM HEADERS. THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL �_,I 0 D SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO a- () 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE MORE THAN 16 FEET. j" D 0 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Q = HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES Q j ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. z V LA N 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND WA 1'-0"OF CORNERS, m INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. i';`,•r',1 a ta't, '� DRAWN: MH/MS SCALE: 1/4"=1'-0„ JOB#. �. � May 29,2012 SHEET NUMBER: REVISIONS DL 1 26'-0" 26'-0" 100 �TW2642 N (2)2XI0 HDR. 1 1 1 1 1 1 I 1 1 Q ;r--- _---__--___--.-------•._------_-__._-_-_-•__.--_-_._--___-_•-,.- �.-_.____-____-_� • � � w L 1 1 1 1 1 1 I 1 \ 7 H 1 1 1 1 1 1 1 O Q 1 1 1 1 1 1 1 1 O » „ „ Q I 1 1 1 1 X I 31—01/4 15,—61/ ;� 6,—11/4 ,, r.` a w ' 1 1 I 1 I 1 1 1 1 N (.D r---------- C -------� --�.�...�..................�..... • ' vJ C] --- - , Q e --------------------------------------- (2)2XIO --------------------------------------(2)2X10 HDR. � . ; �- ------------------------ i w h -- - - v� _-__-_ --_ --- == ,-_ -� y v " " 12"DEEP FOOTING FOR WALL ABOVE - + low, 1 , ~t o rtDv - '``''`• REINFORCE w/(3)#5 REBAR k N (2)1111-7/8 ML --- -- nl 4 ' a- " • o ` FLUSH BEAM i; -- — _.,' I - -- 3'-11" `_- --6'- /2' _ ,t 7'-0" ` 7, 0„ a ^ ' ' (3)#5 REBAR ° EACH WAY 8'-0"CEILING HEIGHT i u CDN ' c`I il. `• 1 {�� I ��-v--' ( � `'` � � � REINFORCED CONCRETE SLAB a w/WMM OVER COMPACTED Q iLL ( ° CLEAN FILL.PITCH TO DOOR ° I -� { I OPENINGS MIN.1/8":1' -----------� •-;---. •- -'r.-i------- 51 1 I t 1 j 1 i 1 1, ,1.�----`' _r�' Yl 1 _.------------- { 1 O 2)1-"'4X11-7/8_ML UPSET.HEADER ; ; 2 ) ( ( .1-3/4X11-7/8 ML UPSET HEADER (FLUSHWITFTTLOOR SYSTEM) � � (FLUS}_i WtTTiFCOOR SYSTEM} � � d 1 (2)7-1/4 ML ABOVE DOOR 1 (2)7-U4NiL-ASOVE600R e a v a 8'0" 8'-0" 7'-0" 12'-0" "7'-0 2'-10/2" 8'-3" 3'-9" 8'-3" 2'-101/2" ..� O 26'-0" 26,-0" 1).8'HIGH CEILING HEIGHT.STUD WALL ON ACQ SILL PLATE OVER 8"HIGH CONCRETE WALL. 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8"ABOVE GRADE. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. FOUNDATION PLAN UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 1ST. FLOOR PLAIC 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE i ^ j i 3).FOUNDATION SLAB TO BE 4"THICK,3000ps1 CONCRETE ON COMPACTED FILL. _ SCALE. 1/`i'" = V INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING � 0 } BLOCKING AT 8-0"O.C.AND MIDSPAN. SCALE. 1/4" �� WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE z OTHERWISE NOTED.ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE Z ll] MICROLAM HEADERS. THICKNESS OF THE SLAB IN DEPTH_MAXIMUM JOINT SPACING SHOULD EQUAL O Z) SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO Ct 0- (7 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE MORE THAN 16 FEET. D Q APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING (.'� Q = HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES w ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR Q FIBERGLASS SILL GASKET. z U LIQ 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. is + DRAWN: MH/MS SCALE: 1I4"=1'0" JOB#: ` tt February 24,2012 #' SHEF-T NL N4BF.,R: REVISIONS 26'-0" - - ---- 01 , 1y 12 TW2642 "— , J 9� 2X10 RR 0,16"OC t ; I (Z) 7-1/4 ML HDR. I t- wLu Z ° i ,J W HALF eALL I '^ 2)2X10 DF#2 2 2X10 DF#2 , ¢ 1 " t 1 12 = 1 O �!� �O - - - - - - - - - - - � - - - - - - - - - - - 2X12 RIDGE 2X12 RIDGE o a , Lu w� ti a o I �,-, N cc ,w u'Q-„ � m u�i r ' -. 1 1 12 2'f- V t l , ~ .. N _ Z - l' N " U T1 � ,�� 01 CCS Lu �I-00 w 't QJ -N till y c� 00 LL T-0"CEILING HEIGHT w' m O� Ly N IN Ix J u N O7 (2)2X10 DF#2 ti}`o l�Fl (2)2X10 DF#2 i 10 '01 N - U 1N x u w ' ' C m U - - - - - - - - - - - �, - - - - — � — — — — — — — — — — — — — — — — — — — — — — o 12 I x I-r 1 1' x 9� „ z - - Z o U I I W 00 aZ W 00 - Nv - ' -- --- ---- --- --- ----- ---- --- - - --- - --- - _ --- -- --- v ------------------------------- --------------- -------------------------- I I f�1 1 (2)7-1/4 ML HDR, TW2642 V 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 13'-0" 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND p DIRECTLY TO THE DECK ALONG EAVES. 26 0" O 3).USE 154YFELT UNDERLAYMENT WITH ASPHALT ROOFING. 1).CEILING HEIGHT AT T-0". ROOF P 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS 2),EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. i i l' WITH ROOF AND SIDE WALLS(TYPICAL). 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. TFC C) SCALE. 1/411 = 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING 2ND. R PLAN 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 1 OMUST L DRY AND CLEAN PRIOR TO INSTALLING ELEMENTSUNDERLAAT EN. FLOO{ \ o UNDERLAYMENT l5 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS k+ WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING 1S i 1 l' ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR Q COMPLETE. SCALE: 1/411 = MICROLAM HEADERS. z (� N 6}.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ✓ USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A ROOF AREA: 688 SQ. FT. SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER.OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED"ERE THEIR CONSTRUCTION AT 100°/D WATER RUNOFF: 115 CU. FT. WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY.A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER Q LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVEPSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH Q WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLYpp O DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. PROVIDE `1) 8' DIA. X 4' DEEP DRYWELLS Q.? lr >- CONSTRUCTION: f— Z FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY (�, (� STORM WATERMANAGEMENT Q ETAI LS z CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. DR I Y Y ELL" O FT X 4' — 169 CU. FT. OGEE GUTTER-STANDARD 5" ljj PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE — � Q CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS NOTES: O_ FROM COMPACTING THE 5UBGRADE SOILS.DURING DRY WELL CONSTRUCTION, `V O PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION 1).EXECUTION: AND SEDIMENT CONTAMINATION-ALL EXCAVATION SHOULD BE PERFORMED WITH THE A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. Q = UGIATESTPRACTICALEXCAJATIONEQUIPMENT.ALL tXCAVATIONEQUtVMENTSHOULD GUTTERS DOWNSPOUTS DRAIN PIPE BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. 2).PREPARATION: to (n TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4"SLOPE GPM Q DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER ON) SQ FT. GPM DIAMETER SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Z U TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 3 340 480 2 1088 46 3 1644 68 2320 96 Lf) DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON METALS WITH PROTECTIVE BACKING PAINT. 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 N OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT (rj AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 3.INSTALLATION: 5 1250 1760 3 3220 134 5 6680 278 9440 392 CO USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 6 1920 2720 4 6920 288 6 10700 444 15100 628 UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BEA MINIMUM OF 1}GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'0F RUN. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE a).COPPER J LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND SUBGP.ADE SOILS AT THE DRY WELL BOTTOM.WHICH SHOULII BE ESTAELtSHED 0411Y ACC17GSORIr_S, +•"` ",x• AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND B).ALUMINUM:RIVET AND CAULK WITH A BLf1Y1_SEALANT SLIP JOINT DRAINAGE AREA STABILIZED. �P•�� 1ra� CONNECTORS. 'h�•.y� �''- IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL eS a(. - ' ` STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE CONNECTION WATERTIGHT. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND / SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT 4).PROTECTION: ` � e� - iA� DRAWN: MH MS BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELLS DRAINAGE AREA A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ,,y,. �5,'' .a SCALE: 1/4'=I'-O" IS COMPLETED AND THE DRAINAGE AREA STABILIZED, B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL R '«b', STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATECOMPLETION. JOB#: COMPACTORS.A MAXIMUM LOOSE UFT THICKNESS OF 12 INCHES IS RECOMMENDED. �r.d•Jlr+3.''"; d PRETREATMENT; DRY WELLS TO BE 10'MIN. ." r / February24,2012 SHEET NUMBER: AWITH ALOTHERBEST MANAGEMENT PRACTICES, ATM NT CAN EXTEND THE !, FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF AWAY FROM HOUSE '#� ryt►y ',.{ RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ' 1'�ti'•,`�,fis 'ej� � ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER 0 0 0 C PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES TIiAT CAN ENTER THE DRY WELL REVISIONS (2)1-3/4X18 ML RIDGE 4^ --} _ 2X6 CJ i6"OC _ {T 14" Ile i 12 THIGH WALL C / CSD STA G�VS STEEL / f i 1 I I�' I WOOD SCREWS W/ I /'1 \ i y O O C)Q I l iS �I WASHERS Ca 12'0.C- jl 4� �II i IN I N I I I I I 1 I _ 12"oc. — - - — 314"SUBFLOOR N U Ln n @12"OCcl- (/ 1/2"APA RATED SHEATHING + 1 GRADE PLYWOOD I 1 ' r _ i -- ` f1 {1 //( 11 + { ( (ALTERNATIVIVE:7/16"O.S.B) I_- 1313 t I I ( I I 1(2"APA RATED SHEATHING 1 _ 1 44 !/ f (( GRADE PLYW00D 1 1 ® I ' , (ALTERNATIVIVE:7(16"O.S.B.) I f 10 STAINLESS STEEL OR GALVANIZEQ WDOD SCRE1V51V, WASHERS 912"O.C. I f fl ! WINDOWSILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0"OPENING) I I REINFORCED CONCRETE SLAB 's.: 9. •,o.•' •d s•. �':►°e f ••d p. ;:•o j, •d�,�a y•�o f •d �► ,� 8',PC C w/UdiM QOVER COMPACTED CLEAN •••: p• z WALL 12"DEEP FOOTING FOR WALL ABOVE-REINFORCE w/(3)#5 REBAR U TYPICAL DOOR OPENING N (LESS THAN 4`-0X8`-0"OPENING) 16"X8"CONC.FTG. (2)#5 REBAR W x 24"OC 4" CROSS SECTION 0-14 1- � z �- / . °' SCALE. 1/4" = V o 1 I UQ 12"0C , I I { ( � ' 3"0 ROOF VENT � O 4 \ � 3)4"ARA PIYWOOD , SHFATHTNG 3 1112 11/4 ( � } 13" a LAV. F.A.I. ))) W.C. � 2X STUDS STUDS ' - - - /� � I f IId 3 11/4/ y �-1 I � I ( CIO STAIN[ESS STEEL �OR GALVANIZED O 1 I 1 1 1 I I I I WOOD SCREWS Wl I C.O. Ct0.. 0 WASHERS 9 12"O.C. • ® e � 3 � � C) MULTIPLE PLYWOOD ASSEMBLIES 2-294 DT-A2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZCD BOLTS W/WASHERS 4"Cl TO APROVED Z (� AND NUTS 0 T_O"O.C. HOUSE SEPTIC SYSTEM � TYPICAL MULTIPLE OPENINGS TRAP cV M (MORE THAN 4'-0X8'-D"OPENING) SLOPE" 1/4" PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC.WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANE AS PER TABLE 1605.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) N.T.S. ;: �� SCALE: 1/4`=P-0"DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �5 JOB 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.RESIDENTIALFebru uy 24,2012 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �'�� REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL • CRIPPLE STUD 0 • ' BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDE WALL RAFTER JACK STUDS f LOOR USP NUMBER UESCRIPIION APPLICATION pl;lI TSL ADS5 HOLD DOWN COIINECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUPLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNLRS ON EALLOPENINGS TION USP NUMBER DESCRIPTION APPLICATION LOCATION USP HUMPER DESCRIPTION APPLICATION RAFTER, SIZE USP NUTABER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH 1307. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WTH (2) JOISTS. UNDER WALL. ~ 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ENINGS LSTA72 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ya. STRAP .APPLY OVER RIDGE 10 EACH R.4FTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL 'WALLS, PROVIDE ~ N THE FLOORS TO EACH OTHER W/ THREADED RDD. P.T3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ya, SLOPE HANGER APPLY TO EACH RAFTER / LFf)GER BLOC KIIIG 0774"OC ti WALL STUD t THROUGH—ROOF EyHAUST M VOLTS SELECTED AND LOCATED BY CGIITRACTOR METAL STRAP VENTILATION CHANNEL V RIM BOARD AS REQUIRED RAf TEP, j R, •� •y+ SILL PLATE(S) RAFTERS MAINTAIN '�*•� v n VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING 2x4 LEDFER BLOCKING x t 2x4 SOFFVT dOiST STARRING 70 BE ATTACHED TO WALL STUDS Cil48"OC AND ALL WIHDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP HUMBER DESCRIPTION APPLICATIOtI WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ♦ THE SPACE VENTILATED. ALL OPENIIIGS WOOD GIRDER r INSTALL 4'0" O.C. ♦ SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1 4"z24" 20 a. STRAP AND JACK STUDS c- GDNTIN. SCREENED VENT / 9 ♦ RESISTANT METAL MESH WITH MESH CON TIN. SOFFIT/ EXT. PLYWOOD vSJ AL1. OPFWNGS ♦ OPFN8NGS OF 'I. INCH 1S1 DIM�FNSION. INSTALL 4'0" D.C. ♦ LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ♦ " " CONNECT TO ON ALL OPEIPNGS / ♦ 4 - 6" RAFTER RTIO 10-3/4 x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN .JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C.1OVER BEARING WALLS AND HEADERS (T`� JNSTALL 4'D" 0_C• l..f..{ 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND .JACK STUDS ♦♦♦ ♦ � 8" - 12" RAFTER RT20 21-1/8" x 20ga. TrDD'NN ANCHOR CONNECT OVER RAFTER CN ALL OPENINGS 214D. FLOOR WALL / ♦♦ ♦ 1� ♦ ` H RAFTER W WOOD JOIST Z 0 TOP PLATE F—a GIRDER/HEADER u 'WOOD JOIST 1ST. FLOOR WALL STAFFING Tp BE ATTACHED TO WALL STUDS �n48"OC V 1 iJr AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD (-� FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION Q INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH EAF7ERJPL4TE R715 TYDO'WN ANCHOR THE PROPER STEEL CONNECTOR. O INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER, THAN LVL HEADERS 8" - 16" MST.A48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS DN ALL OPENINGS PLATE/WALL SPTH4 ,TUD PLATE ANCHOR PLATES TO EACH STUD DBL SILL PLATE TERMITE SHIELD ' ,—^- SILL GASKET ' Ayi 1 r TYP. CONC. FOUNDATION , CONC. SLOB t ^� r DAUPPROOF EXTERIOR C 6 MIL. POLY 6MII_ POLY ON EXTERIOR V GRANULAR FILL V STEEL COLUMN 1 4 A n .p i • q r • a P, =s 6 e v a ♦ CONC. SLAB r. • C A KEYWAY FOOTING o w S 4 3 USE WITH 3x3 SQUARE WASHERS O" Z `. ♦ ••ra •• CONC. FTG. 'O Q'Q C C• ANCHOR BOLT COIINECTION `t • t (USP LBPS58 OR BP583) � �+— LCA D REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I ' I O w '" LRA1N TILE a p ANCHOR 9017 CONNEC TIOSd U PpORTING MAXIMUM PACING � � tt ,, SILL PLATE TO FOUNDATION P, � rnn � ^ �WL SPA R 1 STORY 72" OC FOUNDATION) ct 0 TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC 0 WHEPE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"k12" CONC. FTG. CRAWL SPACE OR FOUNDATION Q = WALL BOTTOM PLATE TO FOUNDATION1-2 STOPIES� 57" OC J�� M U SLAB—ON—GRADE t J Z = ' U SUB FLOOR 1.O CONC. SLAB DOOR FRAME N 6X6 10,/10 DOORGARAGE /1. JOIST COMPACT FILLILL pODp 1 l7—'— t USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB W/ 6X6 VIMM SLOPE P.T. PLATE J' 4"DRIVEWAY 183117N XNST AND ,ADJUST HEIGH7 'per. `. < 1 a • ` 7 1 2•• (`WITH A NAILING ELATE IF NEEDED; _ TO BE APROX. 1/2" OR HIGHER TH,4fJ �,Kt•� �O t O •• _•• STEEL BEAM TO ALLOW FOR SHRINKAGE G ,q ' q 4� .Q-?--K-J n �• ,• '�O ° O • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNF� 12" .t ♦ 6X6 W.W.M. q ; q-•••—a �•, cru q • _ .;$�,`L .. ~ ,a"., DRAWN: MH/MS MIN. ,iii •a •O '• r'A r'4 �' •a e t O . w o� 1� T I /'r'a'✓ ,.�P • °�« �. 4 REINFORCING BAR t r •O s• • SCALE: NTS DRAIN TILE J. �rI O '• REINFORCItIG BAR s. • . G • C ♦a s I_ ST #. : �.t r J � Jas#: 12" -(P ,•� {c, ;, Februa 24,2012 a�. e• A SWEETNUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • ^ +� �S'"�' REItJFORCE FOOTING WITH (2) q4 REINFORCING BARS. pY GARAGE DOOR BLOCKOUT A-5.ry u.au,:swa^,.r REVISIONS 2x_stud JOIST DETAILS ( ) ALLOWABLE HOLES -TA Joists Plate nail-ibd(3-il27 wall at 16` Plate nail-16d 3-7/2" box at 16"on<enter' �on-center >.r•t at t2"osx<enter INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE leer panel nail-Sri(2-1-2") load bearing or shear wall :n Ian'M1de may be 2-1/2")eommonat 6" NaA:.vdadnoM S-TAi-A S,eTW, 4 common at 6"oncenter* above(mutt stack over wall m naxntd on-center Web stiffeners „a, ,ee Tale see table w•'°oer below) oda hardKa",.nr ,�j required each side Load from DO NOT "or 1-1/4" -1,14"Trus -10 ( Blocking at 63W Blocking panels above int or nor nnange. Blocking Trus Ic in Joist rim + Panel may be required with Q ///�� 2x4 minimum shear walls above or `' panel rim board° board squash below see detail 81 1-I/ L I z m 1 0l z.L 2 og V oe nail-lod 3' oe nail-10d 3" blocks rmn�mam m�nm,am 6' n' \ box at b" box at 6" � hdn eytrot min. + tnoaowg Jk.rtrt rue radar hser torn omcenter" on-center AiirA,rrnnaa.. 13['s N07 Remove tongue and groove Bl Bl 1/16" Table A-End Support out hornxlsannie from floor panel edges Boun ary nailing '4 Mi�imom distance from edge of hoe to Inside face of n_a l end su Tt reins m><arr supported by 1"a-Rime to -8d(2-1/2") Web stiffeners 2x4 minimum Q ensure quality nailin stall proper blocking squash r,FPrH Tit ROUND HOLE SIZE S ARE OR RECTANGULAR HOLE SIZE q tY g• common at 4" required each TJI rim "Conventional construction code minimum for to support all panel q blocks on<enter* side at BIW and z^ 3• a^ 6a/z 8-1/1 n^ z^ 3^ a" 6 vz aaa n^ Ia• Ojalrt t se tvM A3 oral.See Tin Joist framer's edges Use 2x4 minimumsquash /t0 ' - 1-' 11 11 Ai Must have 7-3/4'minimum A3 A3.1 3.2 3.3 ockeuide for A3.JA3.3theta/lation3.4 See TrusloistFramer's Pocket Guide for 62WB2 62 63 63 CS blocks to transfer tod ,around Tll oist o• y_ 1 is beadng at ends spxifJcations. additional instal/anon rpecificat/aa: 1 16. " ra• :•.a 6'a' 1'-6" 21.6• 3'd' 3b' no Y. 6'-0"length of '-"' TJI hist o 1 8"diameter maximum hole Nail Trus lout rim n7re' 3" ''-' ' 4'-0"length of reinforcement aril board to blocking Attach reinforcement - - (or 11-7/8"-16"dee So 1. " - is - 6"diameter maximum hole P with connections to joist with one Ed 11. r r 3/4" for 11-7l8"•16"dee filler block.Use blocking panels;6" fro - - r- Web stiffeners 8"diameter maximum hole rein P equivalent to (2-112")common nail at Nail through 2x,wood backer 2to - r-, reinforcement blocking nett;6" 4'-0"length with diameter maximum for decking schedule and te• z3o •. n• required each for 11.7/8"-20"dee g Pa g each comer _ _• _• , P on one side at diameter maximum for 9-112"and 11-718" blocking panels 9-12"deep O side at E1W blockingpanels;6" Trus Joist Attach reinforcement TJI joist web with 2 rows Iod Sao n'An! s'-6" a-o' I-o" r s • a'r F6" r^, P E2,both sides blocking ter is n 12"dee TA joists- or shorter than fl long. so r m 1-0• r. r 6-6• - Ir� 6diameter maximum for g P P rim board to Dist with one Ed Blocking panel between Blocking (3"J common nails at B" at E3 or shorter Than 12"long. not cut Flanges. ) 21r 6. I N g ach joist.Nail to top Anel (- locking panels 9-1/2"deep (2-t/2")common nail at P I center,clinched.Use z3n r - -not cut Flanges. plate with connections or 6fLDo than fl Jong. earh tomer 16d(3-i/2'�nails with iso Trus Joist equlvatrnt to clerking LDo not cut flanges. "TJI joist 56o 'n ;'a" 6'L• In r-0' ra• r- s•-rr I;r.m mfr 12•ir rim board schedule. �. _ U Ln s:•l Trus Joist 12"length of a e widths. a• 1 it i,r u• 1s" m a W a' IP Iz• u' n' N t� n'3 rt'3 rim board trach 3!4" 12"length of 11r 36n I'-^ r I- reinforcement to reinforcement 3/4, s6o r I� 4 o• I-• 1•- r o'- 114,6• on r'•i ;.{ ttech reinforcement joist web with 3 on one side at 36u r' .• .- I^ ffl w Jt3irt rim to joist with 8d(2-112') rows lOd(3"j E5,both sides reinforcement 20' 7y board common nails at 6"on- common nails at 6' at E6 on one side at Wood A 5e0 '"` 10 Tom- "c' i'ar 1-0• r.0' .'-0- s n'.• t"'s Is-6• Z to E7,both sides able B-Intermediate or Cantilever Support v a; � IJ tenter.When t7n-center,clinched. backer '$ A fix at E8 ¢h s+` et 5 Mini um distance from ed a of hole to Inside face of nearest intermediate or cantilever support d oil •y Face rain a reinforcing both 2 R[v Use 2 rows with 9-t/2" tisk s o ti\�� adp g a{s Less than Less than 113' ¢�e LDS 5O ROUND HOLE SIZE 5 ARE OR RECTANGULAR HOLE SIZE U �''+ •-� `y' fides,stagger nails. F and 11-7/8" �' >> n' El El E2 E3 h°rltontal E4 T11 joists. ES E6 5" E7 EB 5' Fl °\es4�kdOs\d� eco r TJI Y 3' a" 6-1/2 a-v2 if- 13" 3' 3" 6-w a-v: rt" I3• ad } n 110 FW 2'1- ]'1" r-s' r-6' .6' +6' etre Not for use with 3-""Til �ti. � V s=t joist flange widths t+-trJ• z3o a6" „rr a a s•n" a s• 3•n• a+6• )'.6• k� � Filler block Attach 360 ^rs a-" s'-i;' 3•a^ a•.a• ;s' e.,r IC y with fen 10d(3")box WEB STIFFENER ATTACHMENT _ o nails,clinched.Use ten lta/a' z3n .. ibd(3-t/2")box nails from EXTERIOR DECK ATTACHMENT Option A1: 1-118"Minimum 3" r - T ' .- each side with 3-1/2" Structural exterior Apply subtloor adherlve to all T11 Joist blocking with end 2-3/4"maximum 56e •." .I• - .• - lo.l. 111- Web stiffeners TR joist flange widths. sheathingIrd+2= uo Ica• r.T 1'-1 z.ir r-6" 'A" r.r r-ir r v s•• ver" '2'.,trantad surfaces cki installed et 1/3 joist .{._ 2'-6 s- r-P r-v r-0` 6'0• 1 required if sides of Use fifteen nails with Backer block s n Ioceti°ns using Three Sri(2-1/2")box nails, Ir zsn rte r-m r-n' 3, . s s^ ,o sv i"'. n'u' hanger do not laterally T11 joist depths Install tight to to Flashing i�. a 8h P Bearing plate: o Ed(2-1/1") clinched " e•s• n ren^ s•v' ,r-a w•- support at least 3!8" greater than 16". flan e pigirt to at` box nails or s6u -' e •-" - 's° I_� - g 0 8 Flush plate with inside Treated 2x t5Q Three 16d(3-112")box nails r ti a' of T11 joist top bottom flange with face of wall or beam s a+• 2-1/2"screws, at 3-1/2"TJI'oirt flan e widths '. flange face mount ledger {3 $F typical 11#2= 1 g 16 360 ren' r. r-0" - 6'a• Io-" I'-6- 1. no- 7- angers). 'angers).Attach ;'6' v-o• lr m^ m'.a• Ie'a with ten 10d(3") See fastener Trus Joist Web stiffener each Top box nails,clinched table below.Maintain rim board Option ppi I,y,l side-See sizes 4^ T , 2x strapping installed {-=-I below. 6^ a• tn• I2^ ls" Ir' a^ 6" e• Ice sz' is. Ir — ` 2"distance(minimum)from He iso W flange when possible. at 1/3 joist span Tight fit stile r.o rein z- r-Lr sn •r-6• ,°'.6• Ia:T -nein g edge of ledger to iastener. sa Ia.o" 19-' u " .o• zry hanger locations using two zm 36o r-o' I+a err 3'-a' L. ,r 0' Ir-s" r-a. r.• „- I6's- r� Face mount Acker block \ 2-112"screws per joist W eb Stiffener Siie W eh stiffener Size s6o ro^ r v o^ i-6• r-6" u. ir-n' 1-m e'6^ a•-o' 1T 6' Ise s zn." t�r/1 Allowable Load/Factored Reslit—Le(Itx) O lon t13: Rt. hdm bawd on measuremrnt of t dd" hanger both sides Yastener PT 1-1/2"1/2"x 2-5116"min -5/16"7/8"x 2-5/16"min �w °: g 1-3/4"rim bo,rd 1"e•Rim^' directly applied Ceiling Hale,may he lootad veHloDy anywhere 0hln the web.Leave 1/B"of,eeb(mfnlmumj at sup and b--o/ho).. of web with 3/B"lag b,i MW/630 N.A./N A. 1-3/4" 5/8"x 2-5/16"min 2-1/2"1"x 2-5/16"minimum single TJI475/750Knorkouti are located in web at approximately t2^vn<[mter;they do nM anrd hole g 1/2"lag bd 325/N.A. iPn Jpecf>ied on the layout.one Or more Of 'placement Hl H2 joist H3 ' ,s t ,Am had menta m a w d _1" Ac ua. PB a=fed options shown 11mustll be O 2-1/16"13/4.2-5/16"min 3-1/2" 2x4 ,ma dmple span(5'minimum)uniformly loaded joins meeting the requirements of current TNs Joist product guides,me a t� aeanamm neawaru 4—naaved fr um-tenet myy _ ayphranax msidl)ed m[txe ryu[d hulx may Ice 4yatet at<lse center d tM1x' K pt.span pew tw n, f [a uL m liw Jni!t. Distances are based on the maximum uniform loads,hewn in--t Trus toist product guides-For other load mndinons or J d hde—fig.rall-,c.nt.,t your TNs Io,arepie,enralive. /� r BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headersr�,J�/ L�W� r 6ameter of rhe V BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE largest hose(minimum) B BEARING AT WALL WINDOW HEADER CONNECTION WALLdept" z Joist Framing 1r3 e Ainwed fide o Tr' sJoist rim board Strap per code if e O Iradxplh e o Gu onry-suodholeranot_1Y Ey or blocking for top plate is not Binding lateral support continuous over Panel 1,fety b—ing 11x1 m me a it orbeam. U header - um)at 6'm-gaster and 1/3,pan Annwea n;,1e inn 1/3,pan ROUND HOLE CHART E5 mexlended to a braced erd BFAII Ditto ntAXPAIJM AouND T/1 wall 51tY,E R7[ U 1 F•�i Silent Floor joist framing Fa,tenatea<hpmwith a-3/s^ 1" E'—s does not require bridging o ad(2-r/29 nail:minimum • For umferraly lcadrcd beams only,P,-:� 511 13 a id blocking o or mid-span ocn (see WARN1Ne1. , Redangular holes are not allowed 1• y TOp flange •No hotel in cantlleuers. s,r Iuumnnon for Mlovcd nose zona ^ Q hanger ,No holes in headers or beams In plank orientation 'riaai Face mount H2 /�\ U Parallam®PSL or hanger DO JVO)'b—/crrr/ofe AI beyond tri O f—of Rim board joint Timbolumnd 9 O O al[ we olden TJI JOIST ATTACHMENT at BEARING Ll LSL Column L2 L3 See current Trus Joist L4 resect untreated woad from direct tensa literature for framing wdh mncrete A3 TJ)Joist to Bearing Plate Squash Blocks to TA Joist(Load connectors Trus)ast dm u—d bearing wall above) One led(3")box CONNECTION OF MULTIPLE PIECES OF seat lull mast t'—;thin nail into as<nrange TOP-LOADED\t BEAMS(t) o bob had—1, BEARING AT COLUMN CS ode.Tve han: 1-3/4"Width Pieces: Tnri+n}oiR nAngleat Trus Joist Ie"t Minimum of 3 rows 10d(3"x 0.128")nails at 12"o-c. L3 dm board end t-31`minimum I,eanng Verify Parallam PSL or Minimum of 4 rows lOd(3"x 0.128")nails at ELEVATED COLUMN O nn.-at mtannedlala Timber5h'and LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE LI 'appO" column If using 12d(3.1/4")or larger nails,the CAP 8I lhear tram/.ConrxrNonr esgeAWakrtt to I/rwrpanNn�i/in cfmhr/e capacity and beam number of nailing rows may be reduced Optional Baring length. by one. non-shrink Rim to TJI Joist See current 82 Trus Joist 3.1/2'Width Pieces: grout TNs Jol,t rim lard to literature- Minimumof 2 taws 112"bolts \/ at 24"o.c.staggered 63 n t7 into Bao n(flangex TJI R IT) wide TA 19 71)Lead m a b"ala Nd a my a m intim (3")box nails.case each beamvAMhO11ervhe,ancrnnnlm"srornA-Iwaedbemmz • sJ.ide of nai)as't nage O jdrt 2�1/I6"-2-5l16'wide tide dTJt I g P TJI rim IdstOne 16d Additional nailing or bolting may be required with R"'"g Use Bi or B2 at (3-1R')bot..it into earh z O L6 side-loaded multiple-member beams Refer to current P1 P2 P3 B4 w, Mediate bearings �a/4•! Bange 1— Ih blocking $ i-7r2'wide product);terature. w"°l` i toad beating or Shear TR""°"t Top view O W t«,tedme wall from above of r� support Braced end wan art" 1•.L n FASTENING of FLOOR PANELS c,v Citneit Ors-Center Spacing per Row BEAMATTA ATTACHMENT at BEARING re note 3 under Tvs Joist rim board � :3 O Nail ftze TJI Trus Join rim bwrd TimbnoStrand LSL yl s WARNING 110 and 210 230.360 and 560 i" 1-1/2' 1-1/2'-wider M1cr[sltam LVl Parallam PSL Onenailexp'"' basting, r^ Bd(2-1/2'J teat 212" 2" 6" 4" 1-IfY mlMmum from end vJ ,er ar � U) Rd(2.1/2"1 common 3-1/2" 2" V 4• X 3" 3" Q IOd(3^).12d(3-1/4")hoe 3" 2" 6" 4" INSTALLATION TIPS O Drive UIV nail,at an S"Aamingp/n(7epnh abre)or F mer}P kir L 10d( LAI 3'),72d(3-7crmmo 4E'2` 3" b" 4" a' a^ 4" m�d be r,hte will improve Roar M iamsance.but L4 xterior Deck aspt1l,i,ge pla martmum ertdand b,tern,evirate beertng N 76d!3.1(2")mmmon N0.. 4" iG` 6"' S'" 8" 6" Witx-"Joists aredoubled al non-load bearing parallel ttaehment (/�•� IIj Can to nb,uJ tv e'rn.corn-wuh mn":mum nnl�nnr":•em or!3,e'"v>:,,the ncnrne edye. tyartmon,,space lo'srs epnrt the vadti o}the wan StNcturai r,y Recommended nailing is/1"on-[eMx in fiel:1 and 6"on-co-nt"r al<x+g for plumbing w HVAC. sRea+tung sheaamig edge.Nailing requirements ren engnsenrrd drawings supersede Additional joist at pltAnbing drop(iee detaip. DO NOT sue rewn tu»rber ots;— endetien,. for rim board abrody»g. WARNING �/) Netting roaA must be offset at least IM and daggered. 5a—/-tree may shrink to ga.sr pies may ba iuh,1 u A for Bd WWI radmin s if imum panetrarwn Y Y A N N sizer inrfN6b6vn. of Y into the TJI loin or run board is adsieved. —� Protrrt See ALLOWABLC umreated wooh HOLES Joists until are tstable i1 taractd laterally Farthest On{enter tpadng per Row fl—di Brac/n Jndtrder. Mex mspacfng at nails a: contact with H3 g b'ca Joist w dth,1 3 ter thl o 1-31"0 1a"tancmter [tMcrete - ,• Y BIo;Mng •Run 9a d M` '""•+•;"'�~r DO NOT allow workers to walk on ,sena Lmai ,cam goat dJ'�, Nt�cgvtalattrb/sa or Brea a "+i�,•� t:- jpflft1, DRAWN: MH/MS IFILLER and BACKER BLOCK SIZES ShiftedIdit ddaional until braced t" �tpv yva11'4*,r')` u TA Flange Widths 1-3/4" 2-1/16" 2-5/16' 31/2^ joist INJUR Y MA Y R£SVI T. ey$I '' 4 �1 v`t1•' SCALE: NTS Plumbing drop Bearing plate to WARNING NOTEf.' ;" q" e is'''sY� 9-i/2'nr 9-1/T or 14^or 9-0/2'tax 14'I2r 18^or 34^or benmh wile mode A W,,,rer Business �A! !s 'I{ Depth u' 11-lis^ fa<aet wancv is It '�91JOB#: II-7/e" 17-7/e' 76' 20' i6" 1'1320' squash Norks and blocking panels tarry,tacked Lack of concern for proper bracing during construction can result in seri �u3s a�' It. U it-;tfoptn-�r� onf'wW7e+;j;' Jai:+l/2' vents I loads(details sl and 02)Na kmg out the beam ''7t ,., ♦ H' Finer Block' Two Two Two following guidelines are observed•accidents will voided. ki •t •t ^� 2x6 2x8 31W 3M 1R• 1/T s—Itsi web da Til(mist(with web dinners)h rad a L F t February 24,2012 (Detail HZ) ehr"tMn A"aromt sheathin sheathin "g 2x6 2XR 2x12 svbstrture fol lo-sh block,or anels r All GI.x .hen a tins Lovm and nm ldro a,the and of the TJl'oses m"n4win a d ` cantilever Fill 2.6 2.10 2xG+3,5" 1x70+3/6" 2x6+1/2" 2x10+V2" ting krs, v.t'µm I Pl,telv' +' n oro .Y toatat,E41 4'•a' Cce sheandng ,teaming sheathing 1haa•Rn Not Not rata Ytat«�s<3w:a.a.>admdwana 0d«l.m � `n�`aa `„ a SHEETNUITBER: tong long 4'V long 6'T lung W-0"long &',•long app'Icable ~, ! -,•,.N;. tri 3.-1,br,nng anesdha tmm�maml mwl6e nvladtoatraed and wall a shaaded areaumnot"r, Hr oi, Hos :tia{,/ps Becker Block` haeme,okO g"d_ways or.dlw.+a hgrl,r rrdaatrcundxr fight can—t—loads-hl.-carter ar v t ilea o—'. ,qTL�Ft) 5/9'_ (DSnea,MnE must be totally dtadfed to Bath TJI)dn trnare adaltlPrul IvaN<m be pl.aed m the tynem.i-.r .•'s'e T f (Detail Fl 3,a. 7/8„ i"Net 2x6 2+B 2x12 W HI) i FmAdrmnlr.-an,r-gore ANely WarinraalKKhtne ruP acct baHorrr Aanxa, y !s "�''/, ,a It., a%ai' "Nra�rwy;,nuee,e nU.r anJWJe. :nl.5� 5r Ica/su m.wnr henz�A•"vnraa�lis" 6 The fla steal Mthin a Idmmr d In'hem Iva all t TassP "L':-.v%i*�'S• 8 gatet toy urr„rr,.ee Jera�'Vr fa'kravlW�lel L:u.[Inrgrh.h�wlJ opts muA mman gh1 gnmm :.,� �, t ~ This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide,which should be referenced for additional information. "t' " A-6 REVISfONS GENERAL N WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGETO-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. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of l0d common nails required QTY. SPACING (SEE PLANS CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTERTOB'WALL:3-8d COMMON EACH BUILDING HEIGHT ) TOE-NAIL 1)"The information within this set of construction documents is related to basic design 2}.RAFTER-TO-WALL ASSEMBTOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ-FT.OF CONSTRUCTION (SEE PLANS)LY: CEILING JOiST 8'WALL-3-8d COMMON EACH 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 TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-Bd COMMON JOIST PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State buildingcodes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA p p g P P P P 2006 SBC HiGH WiND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTESo a� OVER PARTITION WFCM-SBC IAP NAiL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 should be adhered to even if in variance with the plan" studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 16d COMMON 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 slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAiLGAURDRAIlS ANY DIRECTION 200 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 QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shalt be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.1n addition to spacing, TOP PLATE TO 2-t6d COMMON PER FACE NAIL CJ �] anchor bolts are to be spaced between 612 inches from the end of a silt plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N 4.4 011 %C (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE �' m `' k 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w^ Z w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v .�; °c or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAILC) attached with 8d common nails at 6"o.c.at the panel edges and 12"o-c.in the field,and FIRE PROTECTION Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS gyp P 16d COMMON SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. g length q pe HEADER ALONG EDGES NAIL `_ edges and 10"o.c.in the field shall be in accordance with the len h re uirements specified � U TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION C "� in table 3.15a-b. 70P OR BOTTOM 2- 16d COMMO PER 2x4 STUD £ND m 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK ti 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans.elevations,details and notes to Length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOiNT DESCRIPTION NAZI NAIL NOTES QTY. SPACING MODERATE SLIGHT TO y 2.4.4.2 and 2.2.4 respectively. . . 11 YES - P TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 LBS120 B SEVERE 3 FT 4-SdCOMMON concrete or masonry walls occuring in exterior or unheated interior areas. g).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOiST NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE w 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOiST 2'Bd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FiELD 5).Unless otherwise noted,all slabs on rade to be 2500 s.i..Concrete to be .2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON b"O.C. SEE NOTES:1,3 ) $ P• TO JOIST END NAIL �° 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 thick.All fill to be compacted to 950/a 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 � 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 W 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 i 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawls aces to be rovided with a minimum 18"x24"access o nn nstall one 3-16d COMMO ) P P � ig•Iattached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq,ft.of area. NOTES 7).Dam Z JOIST ON LEDGER PER TOE roof exterior of foundation with bituminous coatin section R406 of DECK AND COVERED PORCH NOTES: 3-Sd COMMON Z PP g as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over l).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be gafvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL H U g P P g• 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. W 8).Drainage as per section R405 of 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 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O Z into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. F For framing members with <0.42<G<0.49,the nail spacing shalt be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAI! 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QT, SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For //�� O Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. 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. g P g STRUCTURAL PANEL 8d WFCM-513C WALL SHEATHING REQUIREMENTS FOR WiND LOADS: Douglas Fir. 4).Deck joists to have blocking at ST o.c-- CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3)"Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT SPACING SEE NOTES:1,3(BOTH FIELDS) g g 4'EDGE ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4}.Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.FIELD © @ openings.LVL headers to have(3)jack studs and(2)full length studs on each side of b).Concrete piers shall be a minimum b"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 60 and 2x6 wall openings between 5'11 and 9'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty gafvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTUPANELRAL Sd COMMONAS PER TI BLE 9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB bd COM1tirt0 be used. 3"O.C.EDGE 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 Q 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. Q on plans. WALLBOARD 5d COOLERS TO"O.0.FiELD 1f >- 7). 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ,Z other access openings unless otherwise noted(typical). FLOOR SHEATHING: MOTE: Z J 3)"If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Q provide adequate bracing and plates to protect and secure the structure"Verify with the JOiNT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY I•-+ 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P f QTY. SPACING Ct CL Q 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. r� � O HVAC SYSTEM NOTES i"ORLESS 8d COMMO ,2"O.C.FIELD 1 V Q Z 9).Provide blocking/bridging in floor joists at 8'0 o.c.,Use solid blocking in floor joists ) PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. (f) 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 Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. U) requirements. 3).INSTALL I -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �J Q 10).Provide insulation baffles at rave vents between rafters.install draft blocking as THESE NOTES ARE ONLY TO BE'REFERRED TO 1F Z U needed. . Section R6028-FIREBLOCKING REQUIRED M 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier- C'V Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal} co 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir and to form an effective fire barrier between stories,and between a top story and the roof space. C-0CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based wall sheathing 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.if wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval, is nailed 3"on-center at the panel edge to obtain higher 1).to concealed spaces of stud walls and partitions,includingfurred spaces,at the ceiling and floor ELECTRICAL NOTES' shear capacities,nailing requirements for structural P P g g adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed levels.Concealed horizontal furred spaces shall also be fireblocked a#intervals not exceeding 10 over subfloor as per manufacture's instructions" members shall be doubted,or alternate connectors, ;-:,,y,, a P feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed - such as shear plates,shall be used to maintain load path. g g 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. �r°;. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and g 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. g i¢ 4t°• �"5,.� DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. 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 be reduced tol-15d nail per foot. drop ceilings and cove ceilings. f ' +Pay .. ' ^ e�' SCALE: NTS 3)"Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 :, ',yy� n "•,. 14).All roof with aP itch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. „ to V JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces '�, i"= torch down type material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. '� t February 24,2012 SHEET WNTBEM: 4).At openings around vents,pipes and ducts at ceiling and floor IeVel,to resist the free passage of 16)"All sill plates and wood in contact with concrete to be pressure treated.Sill plates to D ' be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. ` 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. A-7