Loading...
HomeMy WebLinkAbout38727-Z 04UFF6j Town of Southold 6/13/2016 A , P.O.Box 1179 . r 4 53095 Main Rd 4,_ ,, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38335 Date: 6/8/2016• THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 195 Selah Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-9-4.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/21/2014 pursuant to which Building Permit No. 38727 dated 3/21/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS INCLUDING ATTACHED GARAGE CONVERSION TO BEDROOM IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Schmidt,Michael&Schmidt, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38727 05-31-2016 PLUMBERS CERTIFICATION DATED c / - s Author' Signatur . "� TOWN OF SOUTHOLD �r��‘91 BUILDING DEPARTMENT +a TOWN CLERK'S OFFICE k; 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#: 38727 Date: 3/21/2014 Permission is hereby granted to: Schmidt, Michael & Schmidt, Susan 195 Selah Ln Mattituck, NY 11952 To: 2 Car Garage Conversion to Living Space and Addition, Second Floor Addition as applied for. Replaces expired BP 37082 At premises located at: 195 Selah Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-9-4.5 Pursuant to application dated 3/21/2014 and approved by the Building Inspector. To expire on 9/20/2015. Fees: 3J2o/20j.6' CO -ADDITION TO DWELLING $50.00 PERMIT RENEWAL $100.00 Total: $150.00 / / Building Inspector i- TOWN OF SOUTHOLD { • ;�`� U �� `°9; BUILDING DEPARTMENT TOWN CLERK'S OFFICE icei, 2t , Dy 10 ,� 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#: 37082 ifOr Date: 3/22/2012 Permission is hereby granted to: MICHAEL & SUSAN SCHMIDT 195 SELAH LANE MATTITUCK, NY 11952 To: 2 CAR GARAGE CONVERSION TO LIVING SPACE AND ADDITION SECOND FLOOR ADDITION AS APPLIED FOR.REPLACES EXPIRED B.P. # 35416 At premises located at: 195 SELAH LANE MATTITUCK SCTM # 473889 Sec/Block/Lot# 106.-9-4.5 . Pursuant to application dated 3/11/2010 and approved by the Building Inspector. To expire on 9/22/2013. Fees: PERMIT RENEWAL $100.00 r Total: $100.00 /edAA-e . L_„a__:_ Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35416 Z Date MARCH 26, 2010 Permission is hereby granted to: MICHAEL J SCHMIDT MATTITUCK,NY 11952 for : 2 CAR GARAGE CONVERSION TO LIVING SPACE AND ADDITION SECOND FLOOR ADDITION AS APPLIED FOR at premises located at 195 SELAH LA MATTITUCK County Tax Map No. 473889 Section 106 Block 0009 Lot No. 004 . 005 pursuant to application dated MARCH 11, 2010 and approved by the Building Inspector to expire on SEPTEMBER 26, 2011. Fee $ 200 . 00 / r/ Aut orized Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy ofCertificate-of Occupancy--$.25 - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 5-Pe New Construction: Old or Pre-existing Building: -(check one) Location of Property: / � 66-64-64 /-4-"1-6 44-1 iu House No. Street Hamlet Owner or Owners of Property: t e/ �.. �C���•!�� Suffolk County Tax Map No 1000, Section /©Cp Block Cl Lot S— Subdivision Filed Map. Lot: -� Permit No. ��G .�Z Date of Permit. Zd7P-ht Applicant: A'ft Health Dept. Approval: Underwriters Approval:--1 1-7.71V,, 'f s -� °--t Planning Board Approval: 4 ` 13 Request for: Temporary Certificate Final Certificate: (check one) t i� Fee Submitted: $ a /, / ✓� _ niL4} �' 2 .Yrr , `ACV Applicant Signature ,l,/:1c : S0045, ,, ,`o !O Town Hall Annex 1 * Telephone(631)765-1802 J ill 54375 Main Road Fax(631)765-9502 H � � P.O.Box 1179 %; .o it roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 \ O 0 0l • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mike Schmidt Address: 195 Selah Lane 14-1 City: Mattituck St: NY Zip: 11952 rtnetArt Building Permit#: 35304/351446 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sabat Elec License No: 4204me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 1 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 Switches Twist Lock Exit Fixtures TVSS Other Equipment: Notes: moved 200a service to new location Inspector Signature: - t---- Date: May 13 2010 81-Cert Electrical Compliance Form ®F Sot',, e• ® - Town Hall Annex ,I 4.::1) 4 : Telephone(631)765-1802 54375 Main Road ` ; Fax(631)765-9502 P.O.Box 1179 \;i• Q�f roper.richert(a�town.southold.ny.us Southold,NY 11971 0959 a i i ` N. ®1cO1jNTI,0goof . 0 OIS BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Schmidt Address: 195 Selah Lane City: Mattituck St: New York Zip: 11952 Building Permit#: 38727 Section' 106 Block: 9 Lot: 4.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: Ccnvert Garage to Living Space 2-Paddle Fans, 1-Combination Smoke/CO Detector Notes' Inspector Signature: , , ..r .„....._ ;,, Date: May 31, 2016 z Electrical 81 Compliance Form(2)xis *of SOut,s,; i* * 1 --Y"Coufrio TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION jel FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE REISTANT PENETRATION REMARKS: ?CV d/7( 7/) a DATE INSPECTO 0/4r,o SOF SO//ryO 3S/P,‘, * *; o ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. t>FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: it Oir ,, DATE 7' 7" /o INSPECTOR ''� 3 2(9 ;, �oFso �� r � SOV, 'i cf., TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 7.-x-e---e__cif—ff ` } #1) DATE de 7.2° INSPECTOR SOpTo< • 211 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /0 114-- V INSPECTOR ofSOp o. io.'41. if tigg) (/ .6.1 • co 4c • ss ce t 1>% V /1 6/ - \ZitCOUNTIn'''' .17 1 TOWN OF SOUTHOLD BUILDING DEPT. r/4. ,, lig 765-1802 �`' \;�' INSPECTION tv { ] FOUNDATION 1ST [ ] ROUGH PLBG. - 1 [ ] FOUNDATION 2ND [ ] INSULATION - ‘ -*,/ [ ] FRAMING/STRAPPING [ ] FINAL V [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [''ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: \a-tt,c-e-, Li-to-7 c- 0/c DATE /g Z50 _ INSPECTOR` ' ,,,,, 87),7 � F soar tor :* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS N [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: !- '—C Q0 ass= s= C t DATE INSPECTOR 7-' „irolf SOui,5,- i'', t\ A il '17'1°S11 TOWN OF SOUTHOLD BUILDING -DEPT. , 765-1802 INSPECTION : [ , FOUNDATION. 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 416_ ea,aarzt_6. — (3 , DATEINSPECT /D _ Oligr • • • • • - . . . FIELD INSPECTION REPORT DA COMMENTS • -03to iv az, ir ;• 7091tml FOUNDATION(1ST) .4t • • 17/ i7f - 7-0/C • FOUNDATION(2ND) _ t1•1 f pc9-/j/),- • 7/../ • cxa V) 4 nizff- ife—Ct^c"4::. g • ROUGH FRAMING& t431 PLUMBING • • /fry.i2 I dfr- "I I IF•4743111r er III I Ir" Q INSULATION PER N.Y. STATE ENERGY CODE • • • / (0 e_6 . FINAL ADDITIONAL COMMENTS 1AN\6( 4$1.C4_430 PS 4 --/a-- 06 ae,cf0, t.0 tot o (2Lc- '754S-4S- ) oja-q 114- 19.* • ' 4 9) H, ?p. IFg 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 - 7 - • " - •----' `4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ' - - ' , - —Survey SoutholdTown.NorthFork.net PERMIT NO. Check i,, ..p aD0 op Fp0 Septic Form - N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm:Water Assessment Form Contact: ,//64'4 5C/./n.PZT Approved ,20 Mail to: /95��c.,q-, L.. . Disapproved a/c • i ,V l- Z. Phone:(/?/- ?98- 7/ 7Z Expiration ,20 ; ° Building Inspector • APPLICATION FOR BUILDING PERMIT Date ,,--. .8 Z•w , 20 1 0 ' INSTRUCTIONS a. This application MUST be completely filled in by-typewriter or in ink and submitted to the.Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. a b. Plot plan-showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be,commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new-permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 401" il i_ (Signatur- '.f applicant or name,if a corporation) /95 &x,,6 .✓1/ (Mailing address of applicant) /y 9 52 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises / //G.Vd47 L �c,s iL,I4O f SUS,*".) ',t 1',,a 7" (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer - (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /95 c _G2el?' ZAA/E .i 7-77 7-U d/L House Number Street Hamlet ,, • Mrd iAW.A i; Hi11x° _ 7�7�1'4Y}�1^.9�S1 a� Jai�i;i�L�iri � County Tax Map No. 1000 Section /O(p Block f Eats 5191 ud;,0.;rl Lot s Subdivision4j. " z. ‘50,13), ✓'S'o'�-) 1? i.;,app �+J �. :� Lot , G �fi 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy %.,_51/4.r /g, �s ' /� /-'s, b. Intended use and occupancy -robS,N /C— ,I ,,/y 3. Nature of work (check which applicable): New Building ddition ,� Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 7450 6017 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. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r 7. Dimensions of existing structures, if any: Front `sem Rear '-3"/ Depth Zee Height 25- Number of Stories Z Dimensions of same structure with alterations or additions: Front _ 510 Rear 570 I ._ Depth Height 2-5, Number of Stories / 8. Dimensions of entire new construction: Front --t9- Rear Depth 9 �� Height ' Number of Stories 9. Size of lot: Front /50 Rear /<o 8 . /S Depth _2/ 10. Date of Purchase "4/9r Name of Former Owner 46-/L,40407- f ic4Oe&S_ 11. Zone or use district in which premises are situated Si 6t l,!;i,g f_ 12. Doesro osed construction violate any zoning law, ordinance or regulation? YES NO P p 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO 14. Names of Owner of premises,4. ,.c ,e,i,L 7' Address/9$ SE.44H 14. Phone No. 4/ I,c3 Name of Architect ,c� 5 �EC" �g� ' Address /1077 met Phone No / 9;`/ 23 (D 'Name of Contractor Address Phone No. 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 BER QUIRED. 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. Ifelevation at any point on property is'at 10 feet or below, must provide topographical data on s ey. 18. Are there any covenants;and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY Of&cone_1 , /C//,Q G7- ��j/ot lain 7 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the eWjtJE (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this .- ��, day of P � 20° /O fl PATRICK A.WASKI �' � Notary ubliState of New York Notary Public' No.01fNA6138031 . Si ature of Applicant Qualified-in Suffolk County Commission Expires December 12,20 i. - • . �o •• Town of Southold : S4 . ) ) Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 1 .... 700,:,, PROPERTY LOCATION: S.C.T.M. : THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ' /41,00 lo& y '6 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A.Check Mark(4.)for each Question is Required fora Complete Application) Yes No 1 Will this Projecj Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? / (This item will include all run-off created by site clearing and/or construction activities as well as all Site s — II Improvements and the permanent creation of impervious surfaces.) -2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?- r ' \ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! — Ill III i . 3 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 Yards of Material within any Parcel? . . 7 4 -Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? . MI , _ 5 , Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? ' 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise toY - One .MI ,Hundred(100)of-Horizontal Distance? __ ' 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off i NI into and/or in the direction of a Town right-of-way? _ 7 8 , Will this Project Require the.Placement of Material,Removal of Vegetation and/or the Construction of NI ___ , any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) - 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! , EXEMPTION: • - Yes 2.No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! STATE OF NEW YORK, , • �ACOUNTY OQ 1/l,— SS. - ' _ That I,.1"/! ZZs,., [,'l46.0,4=17- ,/ being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) , . And that he/she is the d44#%..42 .._-.- ' • (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owner's,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 herewith. -__ Sworn to before me this; . ..24,-. day of r6U� 20 /a _ P RICK A.WASKI / Notary Public �N.1-3 Notary Publih-State of New York Ntr:01WAS11331/3.1- Qualified-in Surol?i COUn (Signat e of Applicant) ' mimmission Expires December 12,2011 ) - FORM - 06/07 - , _„ e ®� SO(/ly- to artTown Hall Annex > l elepuone(bai) /65-1802 54375 Main Road . ” (631)765-9502 �` roger.richert(a_Fax P.O.Box 1179 ; @ '1 ` Southold,NY 11971-0959 �l ; : � Ili C ��Vis... •' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: `i{-A,c c a tcy- ' *Address: f -r. .�1 *Cross Street: may , *Phone No.: - 2q e)- e- Permit No.: 3 'To 8a. Tax Map District: 1000 Section: (o Block: Lot: I+, 5— *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough I ' Final *Do you need a Temp Certificate: YES Temp Information (If needed l dnAlV *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION /Q16- %-!'k 82-Request for Inspection Form V 9 ,( 5- 4.-(D Town ball Aaincx * * Tcicphonc631(681)6r 765-1802 54375 Main Road ax( 7gg5 P.O.Box 1179 v �; roaer.richertCa tywn. OutRa5.nv.us • Southold,NY 11971-0959 4 1' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR, ELECTRICAL INSPECTION REQUESTED BY: 01-c Date: 6--q - to . Company Name: ' � - � -,�� Name: M a, • License No.: (42_. o fn ie • Address: _ -Pa../ / A vv 4/1,414 6 y • Phone No.: 0 I- 17 -ct-to 8C JOBSITE INFORMATION: ('Indicates required information) . *Name: (Y) k e c . *Address: _ 14: k t' Q Q.4:4 &iv/ *Cross Street: *Phone No.: • -Z • Permit No.: • -a(7i61:1 c ( 6 Tax Map District: 1000 Section: Q(,,. Block: •C Lot: *BRIEF.DESCRIPTION OP WORK(Please Print Clearly) tesi ® r) eLi / b C-a `� vt (Please Circle All That Apply) . *Is.job ready for inspection: / NO Rough In Final *Do you need a Temp Certificate: / NO r 35tJ4jI 1 Temp Information (If needed} *Service Size: 1 Phase 3Phase 100 150 00 : 300 350 400 • Other *New Service: Re-connect Underground' Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION • • 82-Request for Inspection Form %OF SOii,j Town Hall Annex � l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 11, G ,i Southold,NY 11971-0959 a0 �1 --_CreOUNri ,*\."1.1 * 1''• March 31, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Michael & Susan Schmidt 195 Selah Lane Mattituck NY 11952 TO WHOM IT MAY CONCERN: The F. owing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: 0' r A.• ' - ••• • - .' Icate of Occupancy. (Enclosed) -411/- '\)&5- Vp_x_irint Electrical Unde riters Certificate. `, I/0 a6t- der4P goe 0e-c.At r 1� Final Health Department Approval. 53/4 Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Cs 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 - 38727 - Addition/Alteration ��, %A 0 S0072, Town Hall Annex ��� A. l0 ','% Telephone(631)765-1802 54375 Main Road i 4 Z Fax(631)765-9502 P.O.Box 1179 co Southold,NY 11971-0959 : <' -\ i ii0 e.... 1,1° April 11, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Michael & Susan Schmidt 195 Selah Lane Mattituck NY 11952 TO WHOM IT MAY CONCERN: The Folio ng Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 38727 —Addition/Alteration /0 0 SO1/45; Town Hall Annex �I AO l0 Telephone(631)765-1802 54375 Main Road lig * ; Fax(631)765-9502 P.O.Box 1179G Q 1 Southold,NY 11971-0959 ® s1 _T c®UNr ,o 1. --s-- ..o l BUILDING DEPARTMENT TOWN OF SOUTHOLD April 22, 2016 Michael Schmidt 0 g � ®to ac6 195 Selah Lane Mattituck, New York 11952 See enclosed copy of electrical inspection form.It shows a rough electric inspection was done on 10/2312012.A final electrical inspection is required. Please contact our office. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) X Electrical Underwriters Certificate.® 12,0 A, 4 U- - ) c 44)4 vi74,4 \ 4 ''''>t9 r,\c If Afeeof$50.00. C; (\0 Final Survey with Health Department Approval. 4- _ --- Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38727-Z alteration/addition -- I 1C-(X) - I C6-—ci a 4 . 51 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET (9 c VILLAGE DIST. SUB. ._ Az „LOT _. f��� • L� i fr�V` !1 i -t t-� c est- mai t,1 -Ni,---‹cif- - 5 d ACR. REMARKS TYPE OF BLO. zt �- � 1�O �� i--.49.- .f - 1r&c• 3i/ x'8 SP a{(&&7 - Co *nzgni-(a�.r.;`fy .I�uj1 i i°.r.s M . 'e ; _ ( __ PROP. CLAS ' J azooD c'e'p to `c i �: ro " 1 '? ei$- i aq3- ,Prf LAND IMP. �TAL DATE )//ap *sir.10c-to .-ti cio67/0 0-z 3c : (..lc-C 0O ' ?.)172- (/"/°t ;- f , , t - I a ()o \` y 7 /� �T?çzz4i� cif �� r:_AJL ll gtIs)�3 VP* 117 ! oti ict 06 i1r Co _3� J *®d _ i .� 'j --7 1 44 G a tom e P -ace*. r ettio.e. iB P .P-73 el —VDa if DO > 0 'ion 14Za3Z67 6 P-0-0 4'5 /7184 • FRONTAGE ON WATER 1 TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND 5 BULKHEAD HOUSE/LOT .-g fps=L f . TOTAL �.. %. i OMMIli m,_--�=1..----cam I V _- to I _ � �� _ . _ A . ii . VJ '4-'l SIF i I -- . . s r ' aw- _, ' _ --.:..---- --:17-7-._ �� _ i i a R — !loll huH 106.-9-4.5 8/07 _ •---------- . 1 I : --; ' , Bldg. x2� _ q 5s= `7 l7 Foundation �c c [ Bath Dinette lartision l(o 4 RP LJ 76 2 34 a BasementCRAWLFloors As Kit. t=nsion $ k %p :.- a b Z Zoo Ext. Walls tftyY offsInterior Finish L.R. Extension ; t Fire Place Heat D.R. / Patio Woodstove BR. Porch c ck 35 = 1-TE 51p 4. Dormer /4Deck OS'. iax . 1 7.-- ,. O .. _ .5 bD Attic — re�ze ayi fit, - .,a 0� Rooms 1sf Floor Garage Z2 1r,2 a2C Driveway (03./ = Rooms 2nd Floor 3$e. Zia` - O.B.. � f..- 0'4 1 0 + , Fspot 5a 6 Pool — V00 PPM S �p . HO. 1 11 C(• L l I C- a, ' L%`- !, "' , i SUFFOLK CO.HEALTH DEPT.APPROVAL • H.S NO dPOOL-N- . S.C.DEPT OF - g 0 0 HEALTH SERVISES - 1 CO 0 �� gc L_ 4o sY )-- v 3 ri a f`, Y` 4�y �� $ Qz �;�0 xi 1 I.�� ` -'� LANE 1E I .E N ;iyy i AN Nom M Cl "�,2•E. 179_61-- —1 / • Si:L ATO cur-Q c 0(D z c I 0 4 47741 ---. ('1---- te Ln f co .v 'IC; tiC:POOC'1L CD cD O , `D g O E'Ir •a z — \"9. 0 ..zi : • \ m Z 113 PS I D t S 1.W E 1..-:... - -- `--� 1 HO. ' fi = 1 a. --4C A },, A `� i - pp I , SUFFOLK CO /AN MAP DESIGNATION v { ( *c: 4. , V_ _ --- .1 DIST SEC I bLUI..I r«.. ,y " 1000 lob 9 4.5 I. OWNERS ADDRESS ' 1 I \`, _ P.O 6O) 8/ U.) ; + td'0 X0,, Ff 6d, .f �° Sp, 0. O otx 4 2j .2pp, / 27.3' `_ � r ........... ,� r POOL INFO MISSING °•W GARAGE ON SURVEY N N. ,42 �O° EXISTING �°c' EXISTING 2 STY. FR. HOUSE ' ASPHALT DRIVEWAY �ti° O : n # , as_k_o_______ - if-- -la-- otr-) - ' (141. , iet/V1(4-ek- " 00 o, I 0 �� 4- ,, am, A20 , _or nn 66 V �1 APR 2 3 2012 SCTM# 1000-106—q-4.5 PROPERTY: 37,304 SQ. FT. LOT COVERAGE: Bt.DG.SOUTH R = 50.0' __ TO NOF L = 71.7d1' EX. HOUSE: 1550.6 SQ. FT. 4.2% PROPOSED ADDITION 8q.7 SQ. FT. 0.2% ��°FrElli DEERte /„. 4 . PORCH: 58. SQ. FT. 0.7% � ."l �,s r SELAH LANE GARAGE: 747.0 SQ. FT. 2.1% �.:,, pl.`. ,, z , TOTAL: 2583.4 SQ. FT. 7.0% ��s ``` ' ��`� Fo 'o. o2 \,?;., PROF-S' \or SITE PLAN 1 '' v ai SCALE: 1" = 20'-0' SCHMIDT RESIDENCE ADDITIONS AND ALTERATIONS Pte. 0 April 11, 2012 SCALE1/4" = 1'0" Jr) II I I --- --- ------ - ------------- ----- --- - - _.___ __ __ --- _ .._ •MMIIMMONI• _ __.___________ - - --- - _ - - --- ---- ____ - ___________ , ._ ------ -- ----------- -- IIIMINIMIIIMMIN. ------ .... . -- _ • -- . _ - . . . _ . romemmoramaran ,. ___ =WM 1 1 - 14 --• .1=4 - Je=1. — _ -------------- --- -ii -- .9__11111111 = -e-z= ==I=w = m= - - - -- - - — . _ .... . .-----• ___ ,____ 1 11.111" = ......-----/ .......=_„- ---- --- ------- --- =_,-..,- = _____ , =-- -__ = NM :—......—._ ___ _ _ ]---- ___ 1}Zlisi121.'El' — DB =._.... . _._ _ _ I . . _____ . _ _ _1- -7-7-- .______ ... 4,„ k = _ _, _, ._. I ....... — = .... _ _ . == -_-_- ..... " _ A . II- , . , I — i -- -- ....................m.......................m........ . . „ . , . .- ... .... . . ... ., . .. ........ ...... . , . . - • . ,.. ., . .. rr=11 1.1==i) FRONT ELEVATION SCALE: 1/4" = 11-0" . .._ • _ _ ___•_ _ _ _. _ _ _ •__________ • _ __ _ ___ _ - _ . ._ . _ ., _ __ - -•---- _ ----------- ..._ .. .._ ... , _ . . . .. _ . . . _ ... . .. _ . . . _ _ • • , ___ . _ III' I1I1111111 1111 11111,11 , , Nvo E W t, III _- Bill 1111 , BUM Mill it 1 kb t _ - - , - -- 7,---- __ '"- "` , __[_H __. -H --1-- __ . _ _ I— Lii Z— _ ,' , I- •"J.- ri, . ,. _ --- -_- , - --- , _ __ SCHMIDT RESIDENCE LEFT ELEVATION ADDITIONS AND ALTERATIONS PG. SCALE cCAI F• 1/4" = 11-n" 1 April 11, 2012 1/4" = 1'0" JD I li I . . .. . _ . _ ,_ . • / ___ __ ,./ / ___ _ _ _ --- --- --- __ --- - — -- -- --- _ ----- _ • .. _ ___ __---- . ___.___ _ . -- .*...-""' _ ___ _ ------- . • ------- --- — e 1 e , _ I , - _ ----------- , ----- e • 111 ------- e ' I - •. 1 ___ • o • • • • • • • • . _. ._ • . ' . ,' , , - , ' , , . „ , , . . , . . „ . . , " . . . • . , , -. . ' ' . . ., ' • . . , ._ . , • • , . . . . . . • - . . • e , , , . . REAR ELEVATION ,..., ,. ri ill' i'l , 4' , i ' ,. 3, ') •' 1 • ' 1. 1, SCALE: 1/4" = 1'-O" ,r-'1 - ,1 , --r-I-4---- - , I ' ' I/ 1, 'h I 111/111111111111. ' i . i 1 I 1 I "1 , 1 1 1 , .111 1 1 1 I/i I I a •;1-, 1 \ I) ( ,--,, I I) \ f - / ° i/ i 1 ' ‘, i III (111 \\ I'd 1 i ! I RIO STAVIRESS MEL GAMUT.,____/, I I 1),\11 If ... _. . —..-,,-.— 11'VIII MOE.•12.0‘.. I - ........ I I: 410 , - ,____ -4 ci I I ( I I 0 I,I i i _ , i . __ : \\', I' 1 1 I !' I ii 1 1 r ,,i._ „ L , ____ ..,, , , ..,,,, 1 ,, , , , ,., ..„ 1 ft \, 1 (41 \ c 1/3,2rATIO 4.111114 otTwonvw.7,16.OSA) \ I\ 0 3'0 ROOF VENT 1 1 i 1/ ,1 -7 -i (1 4'1 1 , ' 1,1;1* ur nralS116‘1111MG '- - --. __ - - , (ALTERHATIVIVE 7/16.O.S.B3 1 i 1 I I i 1 1 )la U 1 ' 1 I/I 1 3 _ 't I: I i f (I , I 4,1 •- 211 __Th., .1.-Ell 4 a , no suntuss sTE-el // ! , . , - OR GROODI2120 I ----- ) I 4,, L.1 ( \ i., , \ ,1 ( ..... „ 1 WPC.SILL 1 1AI 1 11/4 1 1M 1 in 1 1.,e.J..) 1:0 MI I 1 , I ii: :1 'I 1 ' 11 1 I 1 1 0 il i 1. 1. a, \ . , 1 _ ,.••• OR E ATH 2X10 PLAT , -, -1 a 2,-,„ 12 ] 2 r 1 r) f _ .......=.01011111Mii• 1-„Q .................... _ 1 •1 1/4 3 o 1 114 --II C.O. liniliniliMillinillinilliC IMENSENNIMENESING Maill=111•11IMIIMIM,MIIMIIIMEN. „6, 0.- .7-4, 1 - 3 171Ellialal111111, 71.11111,11 1111drmifil IIIIIIIII11,1111 O ' --F.' tx '® CkS °0P,0 -----1 o -------- taCk 1.0- I !Ml-91'7-r 1 , ).-- 1 -- 0 s 7-0? , 10 nm b 1 114. I 11i11) ( i Illi I . I ) 1 ( OC' S P csi --1 r 1 1 1 1,155C °ikii147_,t, — SINK I FA/. ' I 1 ( 1 1 I , ) I II ( 1 WM. Le \ ;i 'ri: 1 1 de gem 2X5 CS @16"0C .. 1, • EXISTING CEILING JOISTS TO REMAIN ' ip ---Si-- ......._ I I I i/..,,- , I i ( ii' ' I f i'i I y 1 ( 1{-1' I I i I l • /i' /-, 1 1/2• i i/2• Iroc I , 1 1,1- Til —,L-Li-- I p / ;--, 7,,11--; 1 CI is ril CICI CIE3 CICI CIO 3 1 1 1 IP ( 11 IL 1 I Ii NI I 3, , II SW PAP...WOOD I 7 i 0 ,Il 10 0 I OD OD DO DO TO APROVED il F NEW : SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM ,• )-- :. ,..- PLUMBING SCHEMATIC Ut•ORO STUDS • I I 1 1 • II) ir II 1 1 I ( ill I ,/ iIii‘ i I' I: 6''Ir-') ± ......t.s........ 0 . :.! l ii 4 1: ' I I I ' li. 7UBFL,, 2X10 DF*2 FJ @l6"0/2 S 3.1 • 5 i 2 2 S2 Si 2 SLS 2X10 DF*2 FJ @l6"0C A 2S 2S 2 S S 2 S2 S 2 S'''';' Jo- 'IQ ii i 1.. ,. -, :1,4 I i I 1°111 1 1..1 ' -c- 1 (ii;I'Vi°,2,;:iiitt.,` ._... ...... SX3 CONC.BLK. 'i (4)2X10 DF*2 GIRDER I ' ( ". ( , 'A...X....VI/ co,- I II c;1 .1$ immall 1 . . 36X24 EX a Nt ............•.mi........m.momoommos Illealir.liabW111121,1 C C) OPENING " • • • ..,..,0 NUM.PLYWOOD ASSEVELIES '114 .111, I,(,</ a VV.:R. 2-2Da OFR2 SUMS DOMED. 0 r PC FOUNDATION EXISTING EXISTING TOSEDER WITII STAINLESS STEEL n DAMPPROOF EXT. ' FOUNDATION 24"X32"X12" 'FOUNDATION OR GALVIDLTDO BOLTS W/N.M. MD NUTS 0 2,0'DLL 'DI r •NC. B CONC.FTG. gidS Nil -. __ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) S EcTI(DN AA ININDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THIONESS OF 7/16 ... " AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPUCABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING TT INTO COVER. SCALE: 1/4" = V-0" HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. . . s SCMMIDT RESIDENCE ADDITIONS AND ALTERATIONS PG. 5CALE 2 April 11, 2012 1/4" = 1'0" JD 0 ` 11'-6" / 5'-9" 5'-9„ Foundation Vent , I I r aSDA've . -- } 1 e •D a , v I — 7_7_7_I, 4 A , #4 REBAR @12"OC AND z ° AT FOOTING(TYP.) o , UU, 0 4, u NEW CRAWL SPACE i\,Q i\ ° z E D r C.. ' X F` 4 M r.I r'•,r 17,!:7M.77 • ; #4 REBAR @12"OC AND 36X24(MIN)ACCESS OPNG \ AT FOOTING(TYP.) EX. LILLY('^LUVN w.'2'"2"X i 2 FTG. 1--1 1.v 6,-1/2 1 - _ l f_ a O co # W O .. I' r-i —J 8'-10" 8'-10" cT -a 1:-=4.41f---, ,--- -__, ,._411-z 41 '''' .. i (4)2X10 DF#2 GIRDER i i (4)2X10 DF#2 GIRDER . L �i - _8X16 CONC.BLK.POST / I. w/24"X32"X12"CONC.FIG. i 1.0 " '' Z / W 0 a0 i Wu / 2 # , t1 I 1 H \ n la. I • `—-- 7777---7777-— ;I n u - _ - (2, _ I —"- -777 7.--777 7 - _- 7 _ _ - 1 0 1). S"THICK POURED CONCRETE FOUNDATION,3000 psi(ALT.CONC.BLK.). EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2). FOUNDATION TO HAVE 16"XS"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000*CAPACITY). 3).VERIFY HEIGHTS IN FIELD PRIOR TO CONSTRUCTION.TOP OF NEW FINISHED FOUNDATION PLAN FLOOR TO MATCH EXISTING. 11-0' 4).FOUNDATION SLAB TO BE 2"THICK AT CRAWL SPACE. SCALE: 1/4" = 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLAT ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR`1 FIBERGLASS SILL GASKET. OF i•Ir11, ). DrF J- ,.„, Oe 6).PROVIDE 5/S"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNER ,_`� ,, l�, ''-- INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A * 9h fia`1.,4. -k- MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. I - : .:";J Lv 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE lLI \ -1'BLOCKING AT S'-0"O.C.AND MIDSPAN. °. 0 7 .,� 44 SGNMIDT 'Rs ESIDENCE ADDITIONS AND ALTERATIONS PG. 3 April 11, 2012 SCALE 1/4" = 1'0" JD 11'-6 1 f I1� 9 4'-7" 2842-2 6'-11" N _ (2)2X10 DF*2 HEADER ' ' 'd e a T _- t I n\o. p 44 '7-= ' N N s - - j _X .N . , h,o N r to N E EX. 1/2 BATH m N 'f•-• 1'-4' 2==-1%--v0 r- . ' •,t ;v, o NEW MUD ROOM O O " EX. KITCHEN EX. NOOK '� 2 faN N ry M , EX. FAMILY RM. o I Fr \ \ .1:1.4....4ri \ . 3 -6" N H—. ~if, 4 z o N Ab.1 o N 18'-6�" aD 2'-51/2"A I 1 I 1 mg ON I ' 1 - J_,L \ OO M Q N i 11111111111t .-4111111111111 � N � N / I ISI U, C151o i 1-1'75,,C EX. LIVING RM. © 1 d ^ ' I NEW BEDROOM . N `� N {FORMER GARAGE) EX. DINING RM. , �' cc W II os x i N a0 M O 0 \ /././i///- f cr EX. ENTRY oo N II 0 II m \ O v- n V i e u-- -�� ._ __ _ I a h CI i L \ v 7 J ! EX. PORCH EXISTING - .._ EXISTING j WALL LEGEND 1 n n , WALL TO BE REMOVED EXISTING WALL 1ST. FLOOR P LAN rr//.//iiii.//ii/1 NEW WALL SCALE: 1/4" = 1'_0" 1).2X4 DF#2 STUD WALLS @16"OG.PLATE HEIGHT TO MATCH EXISTING. - -OF NE14,j 2).PROVIDE(2)2X10 DF#2 HEADER UNLESS OTHERWISE NOTED. P . DEE-,y,_O,p / 3).EXTERIOR SHEATHING TO BE 1/2"COX OR EQUAL.SIDING(WITH .. .f k 11 f1,41 A 7, w UNDERLAYMENT)TO MATCH EXISTING. cr 4. wi 4).PROVIDE DRAIN PAN UNDER WASHER AT MUD ROOM. k ,',. ,h w J i,� . 5).PROVIDE COMBINATION SMOKE E Co DETECTORS PER NYS CODE.DETECTOR , ,"> 0�o o TO BE HARDWIRED WITH BATTERY BACK UP. \* ;? '--''�p� ' 6).NEW WINDOWS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS FOR NEW GLAZED OPENINGS PER CODE. SCI-1MDT RESIDENCE ADDITIONS AND ALTERATIONS PGs_ 4 April 11, 2012 sCAL 1/4" = 110" JD NEW ROOF 12 677. 1\* • EXISTING RIDGE TO REMAIN EXISTING RIDGE TO REMAIN 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. ROOF i_iI Y 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND IRECTLYTHE DECK ALONG EAV . SCALE: 1/4" = 1'-0' 4).ICE t WATEROBARRIIER TO BE USED IN ALL VALLIES AND INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL). 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. (;-` � DEE n>, 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. „ A�°z�� t s� USE GALVANIZED(ZINC COATED)ROOFING NAILS. 11 - 12 GAUGE WITH AT cc. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. .,-t, USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. J '�= ',� F 0 ( 7 2`'� �� 7).ALL WASTE PIPES(NEW/EXISTING)TO BE PAINTED GRAY. Ar ESS` NP SCHMIDT RESIDENCE ADDITIONS AND ALTERATIONS Pte. 5 April 11, 2012 SCALE 1/4" = 110" JD STORM WATER MANAGEMENT DETAILS N.T.S. QII toil lolly' r kr �, DRY WELLS TO BE 10' MIN. ----------------------- ------- AWAY FROM HOUSE kt --------o °o0 /oC a ° GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. - CONSTRUCTION: OR D YELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY ' I ' ) CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. . CORDONED OFF CONSTRUCTION,PRIOR TO ITS TO PREVENT CONSTRUCTION BE USED FOR EDRY WELL SHOULD BE , ' CONSTRUCTION ED QUIPMENT A STOC PILED MATERIALS / ' / /' - ' / FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE I LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. I �� TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, 1 /' DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS OGEE GUTTER - STANDARD 5" DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON NOTES: OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 1).EXECUTION: -7 USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. TOTAL ROOF AREA: 2071.4 1.4 SQ. FT UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 2).PREPARATION: ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 100% WATER RUNOFF AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. \ DRAINAGE AREA STABILIZED, C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR AT 2" RAIN PER HOUR = 346 CU. FT. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS METALS WITH PROTECTIVE BACKING PAINT. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 3.INSTALLATION: of Nl E l/v BEsc SEDIMENT MO D AWAY FROM L THE DRY RY WELL.THESE SE NTHE DIVERSIONDRN MEASURESWDRAINAGE SHOULD AREA A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. PROVIDE: �,`Q. 5,. DEER,,��'?,7._ 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 4 IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. (2) 8' DIA. X 6' DEEP DRY WELLS * a L A,°r >' STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 4 / ;J.-r'r c. COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. ACCESSORIES. [PER SOUTHOLD TOWN CODE] , -5 q ' ii'' fl W B).ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SUP JOINT c,1 .11.., .' J� - PRETREATMENT: CONNECTORS. �' '`; '' `� AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ��O . p 'h() k,` • FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF CONNECTION WATERTIGHT. DRYWELL CAPACITY (EA.): 253.5 CU. FT. AA., `�„A� RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 4).PROTECTION: ii THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES COMPLETION. THAT CAN ENTER THE DRY WELL. SCHMIDT RESIDENCE ADDITIONS AND ALTERATIONS PG 6 April 11, 2012 SCALE = 1'0” JD • NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: , , WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH W00D TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. irr f 4r� c lle` F•o t orsion 4.3.0 1).INSULATE HEADER UNCONDITIONED BASEMENTS: I RES 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. Ceifirate 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 1 Compliance IS\ BEAD OF'LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. 1 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Er'eTi'mete: 211117 New York Energy Conservation ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ConstrucUon Cods L:C��". BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. 3tir. !: Suffolk County.Ey.flew York SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): co^�sr-'L!""�'.bn Type: Detached i OT 2 Family RECESSED LIGHTS: 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG •iea" Type:LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION � NOn-Electsiri CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. G13zirc Area Percentage: 21% 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. ilEatng Demme Days: SSD SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM,(ASTM E 2$3).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. Construction Sete_ Owner/Agent D9s g=�ractadcr BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. Ste.+iUT JAMES i3P�CCO1r PE SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: 5.31-M-7115 IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF'HEADER FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: t`' ` !t," F .'x ----•"- .....Y.i 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. Corr ranee: ax► u 202 Your u 150 IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3).PROVIDE A NAILER ON THE TOP OF'THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SH ...:4,- PROVIDE UNITS EXTERIOR RS: CAVITY SEALINGON EXTERIOR WALL:UD TO TOP AND BOTTOM PLATES. i1jµ A b _ ,,, 4).TOENAIL £ ' PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES i INSULATION AND VAPOR RETARDER AS WELL. ' ",t_14,1) -- "N`, ` - y t ' 1V,1 ' J I SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. aY � ■ HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: Floor 1:AII-Vioact., ;st rms:Creer U noon nonel S .3,37 23.0 0.0 113 HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 1: Frame. 13.00.0 30 HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. VThd :j 1:1A+001 Fr E ,L.r e Pane w I c oa-E 15E 0.310 52 HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. DOLT"1:SOrd 20 0.350 7 ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: �R' 2:Wood Frame,1�'�c5•c. 585 13•0 0.0 4'2 MINIMUM EFFICIENCY STANDARDS. 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Viii j`',q,:WDA Frama:Dou, to Pane rti L w E 75 0.310 23 HVAC CONTROLS: CEILING WITH ADHESIVE. �ry.�, 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 Cer1r{2 1:CG.u.+`ted+s 1 Cefl 1g(no allot) 255 21,0 0.0 13 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. ,4, r, (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. 'CE''lrjj 2:Fla,Ce or SoisssorTr jss 275 21.0 0.0 13 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY Fum?7a_ 1:Forced Hat Air E3 AFUE. LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO DROPPED SOFFIT ON INTERIOR WALL: PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60Y RELATIVE USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT The proposed tr rr represented ented t'i this If actrrnent Is corside t+aith'the btti:!in ons,L,p,�:�,",ca and'101+neir ezrataIc'ts EL rrithd HUMIDITY,HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR - TEMPERATURE. TOP PLATES. win tKt peril:it appi.1:a`m Tare oseri systems have been clesrgned to meet the 2:07 New Yort Energy C rserv3w ri COrtSiTUCttrfi ALLVENTILATION IL TIOI IS NOTVENTILATIONREQUIRED.SYSTEMS MUST SYSTEMHAVCONTROLS DOWN,S TN SHUT DMOWN WHEN INTERIOR SOFFIT ON EXTERIOR WALL: cO re.V..'erClienM.Men a R g terry D=_s! r Pr�"eSsirai has stamped all srgred phis pep,'bey ars att tlr��t b ie '` d'il's"nsr VENTILATION IS WHEN THE IS SHUT AUTOMATIC OR 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. �f � � • .+ *f �� r ., +.� GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE tin 1-dg-, Letter" p'REt �'^,`o .ai '�fgment,ELC�. p3ne.or`' -" nAtiUn. s`$e Ii corn p arm's"'h tits Cede.. DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. �' 1 DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. -\Afla-S _-Q--)1. Dl�j� y 112_ UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: Nana-T?:i3 +'ir� cats R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). 1),SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES PREVENT WIND WASHING. MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE 2).IF RAFTERSVARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IFTHEATINGE INTDUCTS S AREREBPE F EE HOUSE. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. IF R-14RIGID INSULATION INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR RIGID BETWEEN DUCT AND EXTERIOR SHEATHING. WALL PLATE. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATIONOBE TO ITS FULL THICKNESS,NOT COMPRESSED,AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED SHOULD SCALLOPEDBS FLUFFED ETOET TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETINGAT UL 181B MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING WRITTEN MATERIALS: AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND of N E W REDUCED MOISTURE: ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS * . DEf YQ EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS,G.G.TO CONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. 4, c)• R•y- �T THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: Q k,.. ��' "r °J' �' �� ' AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY "�"`� �•��1 t IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BEr _ w INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. > � "l w n VENTILATION: s, ,';‘ :'w' '. C MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ACCESS OPENINGS: '. /Lo ` tql e, THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES,SCUTTLES, PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE 07,2 '10;\ VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. it -Sc��p ' KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: Pio; TItlef. Report date: D2r15t1D A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF'SHEATHING. 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. Data t 1eiar ie:C1Pro 'r' Fre.s5CtvIcriFZEGIIVIDT.rra Page 1 of 1 SCHMIDT RESIDENCE ADDITIONS AND ALTERATIONS PG. ...t April 11, 2012 SCALE = 1'0" JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITr, KING STUDS illil //' t RAFTER e,,.....":-"i.'RIDGE WALL STUD :1'T O 11 ENDWALL CRIPPLE STUD ` 7 `� 'I 2111%.1101 '\ �.�� ��/ / !i0% BOTTOM PLATE ``I .^ ``' RIDGE LEDGER BATHTUB _` `' /� HEADER '� � DOUBLE JOISTSIDEWALL 0e`,� ` II RAFTER ' i� I .....,1 or," JACK STUDS HI "1 111' t �` IFLOOR USP NUMBER DESCRIPTION APPLICATION I �' '' k1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 'V `i 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 LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER (2)JOISTS.UNDER WALL THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECLO K NG PARALLEL WALLS,PROVIDE BLOCKING @24"OC I' s r i ®" WALL STUD 11..v THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP -id? ..--- .-----:,...1..------ , ----- i LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD 0 CHIMNEY RAFTER 410 AS REQUIREDSILL PLATES) WALL SHEATHING RAFTERSMAINTAIN �'., ., , VENTILATION WOOD JOIST 0I'SIDEWALL FLASHING FOUNDATION _ Q TOP PLATE '��.1i1\ BLOCKING BLOCKING 11 . I FINISH WALL AND MOISTURE ,i1r,1.,,..,, N, 2x4 LEDGER 'STAFFING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING \ / �\ 2x4 SOFFIT JOIST + IAND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL—MAINTAIN GAP �/ ATTIC SHALL BE PROVIDED WITH A ' FASCIA `I� II BETWEEN WALL F[NISH AND ` MINIMUM NET FREE VENTILATING AREA ` GUTTER � FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD Id NOT LESS THAN 1/150 OF THE AREA OF �( WOOD GIRDER ;���! O INSTALL 4'0"O.0 /, THE SPACE VENTILATED. ALL OPENINGS III II 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT �l ' ON ALL OPENINGS ; PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ( CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS .,/ AND SO AS TO MAINTAIN AIR CONNECT TO GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS ACTION INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4'x36"18ga.STRAP AND JACK STUDS �. , 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT 2ND.FLOOR WALL / OF FLASHING BASE Is '.] 4.. :II' ROOFING RASH NG 4 LAPS . 11414 BASE FLASHING WRAPS CORNERS, RAFTER \b0 RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT / MATERIAL AS ROOFING i SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST °////*fr"HIIIIIIIIIIh:11111N .ii 10 GIRDER/HEADER 111> 0 h® II �p TOP PLATE 0 I 1 ✓ 1] J -/ SIDE WALL FLAS1-UNC •� WOOD JOIST '�"- �� 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 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO 0 ' RAFTERS , INSTALL 4'0"O.0 AS TO FORM DRAINAGE CHANNELS AND /000,/ 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE MANUFACTURED ON ALL OPENINGS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNEL fEU TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS RAFTER/PLATE RTIS TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER 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"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE PLATE/WALL SPTH4 STUD PLATE ANCHOR TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENINGS PLATES TO EACH STUD OF ROOF • DBL.SILL PLATE \Cc i TERMITE SHIELD / T----SUBFLOOR SILL GASKET WOOD JOISTS _S t NEOPRENE CONC.SLAB 2x6/2x8 CONTINUOUS WOOD PLATE TYP.CONC.FOUNDATION iig. C A 6 MIL.POLY ► VGASKET `� DAMPPROOF EXTERIOR \, GRANULAR FILL • ' �` BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR ` ).L1 e y^ . 1/2"DIA. BOLTS•48"o.c.STAG. STEEL COLUMN _ .` V A i \ v ♦ � •:•. . e s ROOF]ACK `% r• ^ CONC.SLAB _. r' • / STEEL BEAM COMPACT FILL •'filligorgl, �� _ . ' _ 114*41151511' ` M • 4"x1/4"x8"STEEL \' 'r'• > ROOFING LAPS .. ( TOP AND BOTTOM PLATE KEYWAY FOOTING V • 4 • FLASHING AT . WITH 1/2"x 6"ANCHOR BOLT CONC.FTG. A D'4 L ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP IRILlial �. 1/2"GROUT / _p ::i'3 s•:•.'I t•i (USP LBPS58 OR BP583) `' µ;` p D REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT _ I I I 3"STEEL COLUMN DRAIN TILE 4, • p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPSf + l 10 KIPS ., SILL PLATE TO FOUNDATION1 STORY 72"OC ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC (SLAB-ON-GRADE) ROOF JACKS 4 VENTS DETAIL I(I/il rCONC.SLAB DOOR FRAME 6X6 10/10 WWM GARAGE COMPACT FILL O JOIST DOOR II USE 2X8 FOR BLOCKOUT STEEL BEAM m :I'...,- 4" SLAB ( _ TE � � SLOPE P.T.PLATE PA/' �'�' 1/2"AIR SPA/C):\ CE s•\ W/L6 • nIgA 4"DRIVEWAY--� (NWITH AJNAILJ G PLATE I NE HEIGHT • �.Q'� AT END AND e` " A A. C• :• •' .,• TO BE APROX.1/2"OR HIG �HAId� N Eli/ GRADE ' 4 sr = -v -=-z 4,O'A IDES OF WOOD .„,-...• •••e r••R • ._ i.� �•�`• D o D !1• �'•°• STEEL BEAM TO OW 5�INCA a ' BEAMS otati-d'=11 , • / e •. . •• ..���•�• L { [Q� • ,�... • 4 ' 4 • 4 D p p . • . • • •• !i�g!�•��• (PROVIDE STRAPPING 7,7 GIST$ALI Eo)EF .'.1,-,:. 'D sl'A .0' .• •-:,i• • - - - _ _ ,,i)„_. 'r. / 6X6 W.W.M. • - - e ► =111 4 m=nrd.�i1_. 12" • •> 4, 's D;.i0• • 4 • 4 • 4 a• • D !1 .O > e:D�'a i11 k• ` i i 6°";5"BFLOOR 'T MIN. , 1(/ 3 0 e ,- • Q'A A'A /1', •a �`NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM s „ 1•,,rr •• 4 '" REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM I A D s 4•> i °e —I I ',i', • { 11= �, 4, '• elf.,-;:i.-' .o i REINFORCING BAR 5 • DRAIN TILE 1.0---0. • I •• d O' o e° e („....,-.\----„igo/51. •d12• a : SHEET METAL/30#FELT UNDER BEAM AT POINT �.I up.•^-•=u^��i ) -. f i.. OF CONTACT WITH CONCRETE OR CONC.BLOCK • STEE B e • 3" �.��' ,a� •-- ,..g--�' �� TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A °A SHIMS TO LEVEL BEAM �, .t1 P P •BEAM) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �yP� BEAM POCKET 5C1•-IMIDT RESIDENCE ADDITIONS AND ALTERATIONS PG. S April 11, 2012 scAl SCALE 1/4" = 1'0° JD GENEtL_RNOTES WIND FRAMING NOTES NAILING SCHEDULE 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. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION 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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST 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 State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SSC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-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 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL 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 QT. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 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 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.In addition to spacing, TOP PLATE TO 2.16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structuralpanel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. YP STUD O.C. NAIL 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 gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.atanel HEADER TO 16"O.C. FACE SEE FLOOR PLANS P HEADER 16d COMMON ALONG EDGES NAIL (SMOKE 4 CO2 DETECTORS) 09 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 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A -STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST,2-16d COMMON PER FACE NAIL 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). FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT INTERIOR SHEARWALL CONNECTIONS: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 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 NAILNAIL SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 45 LBS. 120 B SEVERE 3 FT. 11 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shallwith table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be Installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 psi..Concrete to be BLOCKING EACH NAE 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 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 NOTE:2 FOR PANEL FIELD 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 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install oneattached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: 3-8d COMMON 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST 3-16d COMMON 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 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, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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 concretepiers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES long p p ROOF SHEATHING: 2). 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" anchor bolt with washers and nuts. For framingmembers with<0.42<G<0.49,the nailspacingshall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL, NAIL SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 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. NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 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 building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION1, BOTH Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts SEE NOTES: 3 QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( FIELDS) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearingwall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 1 and(2) 9 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING:EATH I N G openings.LVL headers to have(3)jack studs full length studs on each side of NOTES 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 openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QT, SPACING NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2).Tabulated 12 inch o.c.nail spacing assumes sheathingattached to stud framingmembers with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD • p 9 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. WALLBOARD COOLERS 10"O.C.FIELD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. 1"OR LESS 8d COMMON 12"O.C.FIELD HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir1).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. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF Section R602.8 FIREBLOCIQNG REQUIRED 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. • adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) equipment supplier. over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 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. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRI CAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 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 at3offits, to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed aces 0 F N E(, under stairs shall comply with Section P.314.8,N.Y.S.Residential Code. �,`'� DE ` 7-0 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passa ,.+- S � ,-?• O P T , flame and products of combustion. �� 5 i, r„., 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residentia i I,- ,;rµ 'a ) LA o '1 Cf/ cOA, • 0�,c•• oP\C .SS JN • i\ SCHMIDT RESIDENCE ADDITIONS AND ALTERATIONS PG. 9 April 11, 2012 SCALE 1/4" = 1'O" JD I;;:.TE17) 1i:i , ,,_ r_t...L c62,42_ FE7-:.f:2 .....°7-11, . ,.. --__. TA_ w-t-t ' NcmFY Hill In'_; l' ','RTILNIT AT TC; ,; FUR THE 0 -.744-4-- 7E651:1C 1.3 2 8i" 4 F. R ,21II\IC, 1. F CI Rs!':ATI—.,: — TO i- air--F)) FOR Pal-1J) C.U\I->::ITI. + 2. OUI2'H - 117: ,!.' if1.11 '`'!',11i la, _#e--0-ick- 3. R!%suLATiON d% 4. c" ......a....c.„_,(,....c „.......„1",....6,_i, ____ ___ ALL CON:T1'.; `,1-1 , '--!`i_.'_ MEL-T TI:E .7 6 & v 6: YORK,cS;ro::EF. Liy-',;Ti.IFI.I.-_}",.:C.::I i:F: oF DESH OR C.::'NSIFIUDIT:it ERRORS. L. aee.-e-41--. _) .64 AN:4; I,9, td-- pA--- ou NEW YO,--7,K STATE & TOWN CODES l' A) \/ 4b" k —'------- seitt -T•.- , ,e-,' 7 , , • *---" - - .----rA.,. ,'''''':•• 3 2.1 0 OCCUPANCY °R 27.3' USE. IS UNLAWFUL POOL INFO MISSING ON SURVEY GARAGE • • DO NOT PROCEED WITH CEu Ncy FT/GATECERTIFICATECOF .......... FRAMING UNTIL SURVEY 07 FOUNDATION LOCATION 13-8" 11.5' HAS BEEN Ar.7:10VED. s ,e 9. ei 0., Iv .1' EXISTING ASPHALT DRIVEWAY ,. EXISTING 2 STY. FR. HOUSE I R = 50.0' L = 71.761' —cc- 03 co 0 A Ck• PROPERTY: '‘ 4 \. ‘1) EX. HOUSE: Pc SCTM# 1000-106-9-4.5 1550.6 SQ. FT. PROPOSED ADDITION 89.7 SQ. FT. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ALL CONSTRUCTION SHALL 4,-,-.7,-- r-_,. ,17. I '7:1 \IT 7 ( r i. , 0 . . , , ) STATE CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. 37,304 SQ. FT. LOT COVERAGE: UVIBER CETITIFICATION YOCCPA D 0 NT BEFORE OF 0::LUEPAA 17 E SOLDER USED IN WATER , SUPPLY SYSTEM CAIVNOT CA CI r,..r.,. 1 1 r ... R,OJIRAEi, ,S 0, THE \IV'iTHP°.13L-1:11 4.2% 0.2% 2/10 OF 1% LEAD PLUMBING ALL PLUMBING WASTE &WATER LINES NEED T7STINr.7, BEFORE COVERING UNDERWRITERS CERTIFICATE REQUIRED EX. PORCH: 258.8 SQ. FT. 0.7%::N. \ SELAH LANE GARAGE: 747.0 SQ. FT. 2.1% \ , TOTAL: 2593.4 SQ. FT. 7.0% \ \ -, - • SITE PLAN `k, •<, ' , A.,v'j;';- i'''';' ..,e , SCALE: 1" = 20'-0' '6CI-4titit RESIDENCE ADDITIONS AN ALTERATIONS SCALE• PG. Q February 16, 2010 1/4" = 1'0" J1D I I • - ._ ._ _ __ . _ _ _ ._ domir. , _._ . _ . ._ _ _ _ . _ __ , _ __ _ _ . _ _ ._ ___ __ ,it, . _ _ __ . _ _ . ., _ _ , _ . __. _ _ . . , . __ , __ 1 „,. r _,------ , ,,,, ______. _ i ----,--- M M■I■■. M � _` . ` ■I■■ 01111 III r , , ...-= M ion 1 M M . : : : g I 1 1 . =...., momm M ._ = =' im' ... C4 I' O . . ___ _ : _ (D N - _ :- - --- a _ MEIN 1=1 i I — ===.1 .__---=--- -- // : :'i" : . t -I TO FRONT ELEVATION SCALE: 1/4" = 1'-0" tiO I N _� 1 , 4/ ma • , z_i_ LEFT ELEVATIONSCI-IMIDT RESIDENCE ADDITIONS AND ALTERATIONS SCALE: 1/4" = 1'-O" PG. 1 February 15, 2010 eCAL 1/4" = 1'0" JD • I � I I ___\____ .__. _ ___ _ ,_ , _ __ .._ ___ _._,__.______________ ._, .......__._ , 1 _ _ ._. _. ._ . . __ ___ . _ _. ■.. : . : : .I, ■I. . : . : .. : . . , . 4..„. O 1 .,..N , MINIM MIEN . I , MINIM MINIM , . o i i i i .� I i 00 - tt X ... `\ -- \ -- . 0 \ `` '� `` '' I ---moi-- 1.41 ri 11 11 REAR ELEVATION }-. r I SCALE: 1/4" _ 1'_B�� j I ii11 I i_ —7--"""1-17" it II; I I"6 1 1 li i. (4)1-3/4X14 —--�--— ��' I(1i ' , ( 11 I 1 I l •Y,4, Iii, r,414---i-L--1 h I I ML RIDGE 1; I,1 ` I; f �I i,i I ji 1��1 i .,o �1 I(� �� \ �i �il �r. �i I�' ,I' ll I'n,5 55i1 �' Ili i I I 5 • 12 __ AiliiililiiT�Tiisiiilitilil'tiT�� t _ 41\ \\ \i' i,./1 4 Illt-, \ HI ' 1 ',1 \ T li ,i4f 6 •• 2X6 CJ @16"OC r j 4 1 i'til01 I! \ 1/3,,,A IIK130 31113,3111. I III Lb , ,[ �I�jlj „0 ." j j reRoaFVENT k.' 11 , I1�1 o--, �n n•�i :.C-1-7- --/i / Sti 1� t 1 ' rut r sT2 C y jl _ir ril'IiiIiii) 1• 'I;; '( I i , II I 'i • ..0.. �1� SID I S) li 11 II Iii. it PATIVAATIVIVC,Mr 0.38) \ OS- ljj • —_ \ _— :�iitiitititi2iiiiiiiii2�2�ti�i:M 1N 4 """�SOWS "` I % ti ` �_ n�1 I �,1R .,1N 1 I wnoo•a. .. rrNy I ( I i ��,' 'I I , ! ! 1,ii ,4. m I it R" W V. w c_ SHOWER 1 ' I i IS 11 �' ! I� N ---- — - �ORBATH it �� I �� ! ,I,I��!1 I �I ��� - -- �, r " r`-I — ,w .,,N f. it eo ::�: i_w_n4i_41,7 � a� �' ... lo .,.. „., ._. --- 11N 71N I l' A I !I; A �;I) 1 I, i I( I,I . — \ I k,i I'i I d 1 I 1 i„,,,,, i III I/ll '' I W::„.„....____,s,., �. ,'�' oII ( 1ai1 ; 1 ���1il� I ■■ r I #� N 11n• '' Idill-C-1 I — — of RR�6 1_11'� I.1 ,r'I ` ,HH1I ; i IE1=4ffII 1 ' I j; I'� M r 2X10 DF#2 FJ @lb'OC DBL 2X10 DF#2 FJ @lb"OC 1a • ,, ` `I i i "� —- \ -— y 3/4 SUBFLOOR .iitiiti2i2ti�i�i�i._ _• .• I ' ,� 11 1!E!I,, ,II' .f l``, , ;I,`1' Y,ti�� I; \ �. �r— . • Mouse TO APROVED I11 ' , , 1 I i jt��, SLOPE'114'PER FOOT PITCH TO DRAIN MAP SEPTIC SYSTEM , �'I7 1�ti '' � V -_,-1,-,!, 1 I L'q w10X6s 4 2' II 4' I II�tII Ih.-T'� 1 ti 'p-I 11, iI STEEL BEAM I!' i I !I f �1 I I I' i 4 ),111 rl," % I III I, ® ® PLUMBING SCHEMATIC ..-„ /!1 ;N II l-' i I'' ' I;I ` ;'1'---/-11,111-111'1', v N.T.S. c\: ,I1 i 1 II 1 ,'���l' ' /1 il 4���11 0 I I��!? ( 1 I �\� ,I ! -f r,\ , ,,, '�_=1 6 , .11El aZ=6 , I I I• I,n .• 'iI n'' , ,m om -03 ,..„....,.., .... 10. O.ii;I El EluN�ea.�s�w..v,ms It. �t - .. NICI MrtSQM Itli 101 I WIND-BORNE DEBR S PROTECTION FOR WOOD STRUCTURAL PANEL —- –— =' ,� 3/4"SUBFLOOR �' AS PER TABLE 1609.1.4,N.Y.S.v .CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) \ �� �� �� AND MAXIMUM A IM M PANE PROTECTION F 8 ET HJ SCHEDULE FOR WOOD OPENING PROTECTION PANELS WOOD AND 1WO-STORY PANELS ING A PANELS M THICKNESS OF TO ',its 2X10 DF#2 FJ @16'01 2X10 DF#2 FJ @16"OC IH WINDBOAIUM DEBRIS PROTECTION TIONF SSHALL PERMITTED FORF08W ODSTRU STRUCTURAL PANELS WOODSTRUCTURAL PABURDLN H MINIM SFIALLMTH KNEES OF TO COVER GLAZED OPENINGS WITH ATTACHMENT RDWARE PROVIDER(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.YS.RESIDENTIAL _�_� -•I CONSTRUCTION OWE).THIS IS NOT A SU FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE --�et ~— ,� ,, r�\ 8X1 CONC.BLK. N� (4)2X10 DF#2 GIRDER �, ALL PANELS MUST BE CUT TO SIZE AND READY TO ON ANY NEyJ,WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER 36X24 - EX.SLAB \ °\``� '..,7„3 wl. ,. ,1r �,,,< — HARDWARE MUSE ACCOMPANY SHUTTERS FOR i1LSTA TION.^ � S .: OPENING ,: . .. . . . .. . . . . .. r .• .. . . . .. . . . . .. a K.., GHMIDT RESIDENCE 0 r PC FOUNDATION •> .> EXISTING 1 ���°�= ' ., EXISTING I DAMPPROOF EXT. a'' FOUNDATION' (Th �_ 24"X32"X12" °��� FOUNDATION S E CTI O N A—A lo 2"CONC.SLAB CONC.FTG. ADDITIONS AND ALTERATIONS ---�-- WM .l.� --- SCALE: 1/4" = 1'_O't PG. s�A,_� 4.y\tc ,* / 2 February 15, 2010 1/4" = i'O" JD 0 11'-6" / / / 5'-9" 5'-9" / - Foundation Vent 1 - • t #4 REBAR @12"OC AND (S AT FOOTING(TYP.) o In o . N f NEW CRAWL SPACE r. Q �! -r1/4 -I 2- 0! , :,. Z0i V- 4)1 N �I 1/40 m01 EX. BASEMENT Xi \ -k NI X \_#4 REBAR @12"OC AND \ AT FOOTING(TYP.) EX.3"LALLY COLUMN / I w/24X24X12 FIG. I I I I I iI E I -o I +--3---,---- I C I , o___;_-- - I -o- -- 3 = I EX.(2)9-1/2 I ' j I EX.(2)9-1/2 „ / Iz,1 LVL GIRDER LVL GIRDER / ao # X W 0 / Z M J CC II / J w V� , O N 8'-10" 8 10 O O - .1:_=.4f___, ,___ ___, „__4,. , , ,•>< I I I I I N ,N N MI 1 i \1 Ail I 1 ® X X 1:_' w i (4)2X10 DF#2 GIRDER 1 1 (4)2X10 DinGIRDER I `a II 'W o! XI i / N ❑ / 8X16 CONC.BLK.POST wl ‘,L.,,./ w/24"X32"X12"CONC.FTG. \j 1 / I Z • %�_EX_2X6 DZ__ H / Z taJ i @lb"OG / i, O II / IIi Ea CD / z u I. / J C'u / , O , (j \ II I I. EX. (2)2X10 GIRDER _ ,, ' , II 0 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi(ALT.CONC.BLK.). EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2).FOUNDATION TO HAVE 16"XS"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS TO HAVE 2-*5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000*CAPACITY). 3).VERIFY HEIGHTS IN FIELD PRIOR TO CONSTRUCTION.TOP OF NEW FINISHED F J U N DATI 0 N PLAN FLOOR TO MATCH EXISTING. i i 4).FOUNDATION SLAB TO BE 2"THICK AT CRAWL SPACE. 1 SCALE: /4" = 1�-O� 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. r. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3' Q"O.C.AND W/I 1.7.V'_OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCFROR BOLTS ARE TO HAVE-A`..''\ MINIMUM 7"IMBEDMENT INTO THE CONCRETE.`•EACH ANCHOR BOLT'AR__E.TO BE ATTACHED TO SILL PLATES WITH 3X3 SOUARE,IIASHER AND NUT. I ;: ' 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL AL SABOVE.PROVIDE \ ac:, BLOCKING AT 8'-0"O.C.AND MIDSPAN. 9 -' ,,..V,;.V SCHMIDT RESIDENCE ADDI IONS AND ALTERATIONS PG. 3 February 15, 2010 SCALE 1/4" = 110" JD 11'-6" / 17 aI 4'-7" 6'-11" ,I l — / 2g42-2 1 11 \ \ /h/i11 0 1' O 1'� _ -i -- j (2)2X10 DF#2 HEADER � - = __ ( O �} �� no a J j J-1----i-1c=-a= - __lo i, 0 °o II l e--'a i lO -O t�4 - i r EX. 1/2 BATH � iNEW MUD ROOM j , EX. NOOK , O v ' EX. KITCHEN r x I NN 1 ,� EX. FAMILY RM.„� z., ....... aNo 17'-10” r4{2. —6 1/2',?`") Xi cv O) N w\ O� Lx 2 r--Ir9 1 a DN , i m a o POST TO RIDGE X i ____-___ CV1 iv --IO I 1LIt I 11 EX. LIVING RM. O� 1 ;1 NEW DEN 1 (FORMER GARAGE) • cr �1 EX. DINING RM. I' LJ J 1 ,' z il — x! UP -— N W! �__— ----1 X11 \ O▪ 0 II N 1 m O ,i N EX. ENTRY ,I 'I iiI o L.. tk 'I W10X68 STEEL BEAM - - - - --- I / 11 T 3X3X1/4TEFLCOLUMN TUBE 3X3X1 4 TUBE 1 , Co STEEL COLUMN —TI--- H u I W EX. PORCH I1 I - ------------- il i� --- _----—_ ____—__=_=-===-=-===- F WALL LEGEND r-1 L ; WALL TO BE REMOVED EXISTING WALL r///7////f////4 NEW WALL 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' 1).2X4 DF#2 STUD WALLS @16"0C. PLATE HEIG TO MATCH EXISTING. 2).PROVIDE(2)2X10 DF*2 HEADER UNLESS OTHOWIS OTED. . 3).EXTERIOR SHEATHING TO BE 1/2"COX OR EQUAL:SIDIN . WITH UNDERLAYMENT)TO MATCH EXISTING. .'' i.. 4).PROVIDE DRAIN PAN UNDER WASHER AT MUD ROOM. ;f"`� _ t3' \ 5).PROVIDE COMBINATION SMOKE I Co DETECTORS PER 1CODE.DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. tg u, f, 6).NEW WINDOWS TO HAVE DESIGN-PRESSURE UPGRADES WHE' APPL 61BLE;V<f// PROVIDE DEBRI-PROTECTION PANELS FOR NEW GLAZED OPEN GS PE � • ODE.r'';w ''' Ste' . SCI- MIDT RESIDENCE ADDITIONS AND ALTERATIONS PCs. 4 February 15, 2010 SCALE 1/4" = 110u JD / 21'-41/2" 19'-61/2" / d, 28310-2 (MATCH BR 2(VIP)) / / / (2)2X8 ut.1-.41 , / — /1 -, i I_ / LINEN / _ / / , /— � / 1 Lat J n ) \ _ / / Ni / / / 3'-11" .N _ iii ►ilii k S//i//.�, MASTER BATH o_ j, 1i2„ i [ , ] 14'-11/2" , EX. BATH _EX. BATH / MIRROR I I-- �, , 11'-9/2" /� 9 ,i_, / ij L EX. BEDROOM No. 2 ' WALK/N LOSET j il . . r0CD17: i , iii►IFAFAV iMA1 2'-4" IviirrnmA m i 2'-b" /////i//////A/r////NK////1 ///////. 77777777W' la" \ / F- I I \,/ _ '` N \ // ® EX. HALL 4* / 21'—O" y 9'-1" C°-6r) 7'-31/2",,,,, dr W XQ - ------ --- co SD ARM' \ � Li DN 1 in fq CS \= r rI -- �--- -- / `� ,, POST TO RIME / I , - / r =N O - - �__ _ _%, / r a) '41- / }/ I / ! 1 - \ o_ % MASTER BEDROOM o0 `� I � CATHEDRAL CEILING c° I 6i' \—E//, //� __ _ 00 / -- / , , i I _ ___ NEW ROOF 1 1 ( - I - I , # (4)1-3/4X14 ML RIDGE !2 I1 - 1 1).INSTALL 2X6 DF*2 COLLAR TIES AT 48"O.C.. ROOF PE...AF 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND i i DIRECTLY TO THE DECK ALONG EAVES. 1 SCALE: /4�' = 11-O� 4).ICE t WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL). • 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFIN&I COMPLETE. , +! =a 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTION . .'r.Z"` r':,r �''4'.''' USE GALVANIZED(ZINC COATED)ROOFING NAILS, 11 - 12 GAUGE WITH AT `1 t",;;�` �,, LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 'lir,. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT N�'1T 3'w_ CUTTING INTO SHINGLE SURFACE. �\ t,l' 7).ALL WASTE PIPES(NEW/EXISTING)TO BE PAINTED GRAY. \ fi. \\ 6CWMIPT RESIDENCE ADDITIONS AND ALTERATIONS Pte. 6 February 15, 2010 SCALE1/4" = 1'0" JD STORM WATER MANAGEMENT DETAILS N.T.S. 441*. NNsi,,, ,. AI; ,,,,,,,,,,,,,-7. fff, DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE O O o GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD TOTAL ROOF AREA: 2071.4 SQ. FT BEPLACED OUTSIDE THE SSTHE DRY WELL. TOO HELP PREVENT SUBGRADEDE SOILL CONTAMINATION AND CLOGGING BY SEDIMENT, iiiiille DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 100% WATER RUNOFF TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS OGEE GUTTER - STANDARD 5" DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON NOTES: AT 2" RAIN PER HOUR = 346 CU. FT. OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 1).EXECUTION: USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. PROVIDE: UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 2).PREPARATION: (2) 8' DIA. X 6' DEEP DRY WELLS ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. [PER SOUTHOLD TOWN CODE] DRAINAGE AREA STABILIZED. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS METALS WITH PROTECTIVE BACKING PAINT. STABILIZED,DIVERSIONALL PIPING OR OONER SUITABLE MEASURES RT SHOULD BE DRYWELL CAPACITY (EA.): 253.5 CU. FT. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 3.INSTALLATION: SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. --.,, BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. = STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE ��°' .E: 'Q.. a).COPPER/LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND �,,�,.. ,. °,-1 �,:, , COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. ACCESSORIES. ` '•' t_ B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SUP JOINT 'Is, , PRETREATMENT: CONNECTORS. AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE r' 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �, Li FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF CONNECTION WATERTIGHT. 4 4* RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND �' ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 4). PROTECTION: \ .< 4 THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. .. .= 4" CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES COMPLETION. /- THAT CAN ENTER THE DRY WELL. _. \`- SCNMIDT RESIDENCE ADDITIONS AND ALTERATIONS PG. 1 February 15, 2010 SCALE 1/4" = 1'0" JD NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE .,`�''_''4 INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. ,•'''''' rl Version C ,�ji• vr ;f � j � +'1�� 1).INSULATE HEADER UNCONDITIONED BASEMENTS: 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. �,3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. m l�• n Certificate BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. IS:: , ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. Li 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2).DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Energy Code: 2007 New York Enema Conservation ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Construction Code BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Wad= Suffolk County.New York RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): Com Tom: Detached 1 or 2 F3.TR'1 ' RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG Hea!'rr3 Type: Non-Elm CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. G;fog Area Perms: 21% 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. tieatm Degree s: 5750 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. Construction Site: Own ed BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. ' Z.D,CH !lDT JAMES DEEfiXO KI,PE SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: 631-2g6-7116 IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. *IL: , r . . r!,u ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: ---- -.. -. - ,-. ._..._u _ _ .__ 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. Co:T' :`3nce: I tzdr 11.Ci1 ilk.202 Your CIA:150 IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. TUB/SHOWER UNITS ON EXTERIOR WALLS: ° 4?"'7? - ■�: ' - PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES CAVITY SEALING ON EXTERIOR WALL: �'-``, " '�, -'. A �. ' 4,1 •If I r "p r,I INSULATION AND VAPOR RETARDER AS WELL. - - I SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: Mart_All-Mod J fl""SS:CrierUDCa7Ca'toned ripase 307 30.0 0.0 10 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS AND MUSTSYSTDO SIZING: 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Frd1't�,tR. 550 13.0 0.0 30HEAT LOSS CALCULATIONS BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. eood � .� .. 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE �t"� 'u 1: Erai'1E 13rs' Pane `li�w-E �6 ©.31 D 52 HVACHMINIMUMSYSTUM EFFICIENCIES:RBLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. Door i_Sand 20 0.350 7 THE EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: ti 2:Wood Frame,1l}c.c. 555 13.0 0.0 42 MINIMUM EFFICIENCY STANDARDS. 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE CEILING WITH ADHESIVE. �'�`�d`��Z Wood Pfat'tta'�L"ble Pale veli� 75f1.31 D 23 HVAC CONTROLS: 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CeT,I 1:Cathedra!C 3 no�C CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE PIPE AND DUCTS. � � ) 255 21.0 0.1313 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. Ce ling Z Flat Cie ung o�rS:i rTtvss 275 21.0 0.0 13 (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 4).PROVIDE BOTH BARRIER TO THOROUGHLY HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT ISOLATE THE FLOOR INTERIORE ANDM AND EXTERIORRRAIR POTENTIALREPROBLEMS. mace 1:Forced Hot Air E3 AFUE LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT The proposed txtldrlg Tepeae d k'i A'L'E 4lO5IIMe Tt Is conEJSte'1t la1Ui tte buCdI;1]ins, pe cogs.and ether lins E1.brn "aid TEMPERATURE. TOP PLATES. W1111=pert apormatat.The proposer swarns T',a'ts been deV 'ic+d to meet InB'2337 Nor Yol Eh ray(Zrzeivatan CCCISISL G^ ALL SYSTEMS MUST HAVETO SHUT DOWN VENTILATIONCISLNOTNTILATION REQUIRED.WHEN THE SYSTEM IS SHUTOLS DOWN,AUTOMATIC OREN INTERIOR SOFFIT ON EXTERIOR WALL: Code rec_ternents.Yemen a Registered n Pnresslortal has stamped Ex!sIgned tits page,t'iey are attesting that b tie be o1'WSIher GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. innledge,ledge,balerF arvi proressional kidgment,ern plaT1E,or LCIS are ti co1Tance wtt.;tits Code. 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: >"la.'65°-Tf? ,�a I531111'e Date, R-VALUE ANDLPIPES I ON THE NODITI NE DJATI (ECCCNYS S,1BASEMENTS). 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO DUCTS PIPES IN UNCONDITIONED ATTICS,GARAGES, AND CRAWLSPACES WIND WASHING. MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE 2).IF PREVENTENERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IFTHEATINGE INDUCTS AREREOPE THE HOUSE. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. IF O INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. WALL PLATE. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE LOFT: SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) FULLOSHOULD BE TO ITS FULL THICKNESS,NOT COMPRESSED,AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT INSULATION SOLD BE FLUFFED EDGES. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING OR AT UL 1818 MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING WRITTEN MATERIALS: AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND REDUCED MOISTURE: ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.L.TO CONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY DOCUMENTATION OF R-VALUES: IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. f',tr VENTILATION: ,---.7---.,1/4"/, ) ';`,. MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ACCESS OPENINGS: , =);:.: . °' `',: THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE .' '=,Y . �`, VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM ', INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: �., Report date: 5f10 A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. .net��� f; 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. Data filename:CIPI 'n Fres+N.�ES iec$ SCrHNI DT:r:dS `� �';;-,f,,` Page 1 art . 111 ' SCHMIDT RESIDENCE ADDITIONS AND ALTERATIONS Pte. 8 February 15, 2010 SCALE = 110" JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 11 /KING STUDS ill II- C ENDWALL RAFTER WALL STUD O ,,.... 100110° CRIPPLE STUD 7 �� �� BOTTOM PLATEIF �� RIDGES LEDGER A.% BATHTUB � O HEADER �, �� I DOUBLEJOISTSIDEWALL 7 RAFTERACK STUDSOp1t, FLOOR USP NUMBER DESCRIPTION APPLICATION ► i 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS i 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 LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER (2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 21(10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLYLOUNDER 24"OC PARALLEL WALLS,PROVIDE BLOCKING @24"OC - o a o o ®' WALL STUD Ne‘, THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP ►•. �— �_/ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED ' RIM BOARD Q• . RAFTER talbk SILL PLATES) U WALL SHEATHING RAFTERS MAINTAIN '� �,` VENTILATION WOOD JOIST OIISIDEWALL FLASHING ,,, �,� IIII FOUNDATION FINISH WALL AND MOISTURE TOP PLATE ,\ 11.111 „• 2x4LLEDGERBLOCKINGKING `"`�'''I STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING `� - 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA II WINDOW/ BETWEEN WALL FINISH AND oi MINIMUM NET FREE VENTILATING AREA ' `` I+FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION GUTTER1 ;ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF y WOOD GIRDER II�'� INSTALL 4'0"O.C. //' THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 'ell� ll 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH I CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.0 FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED EAVE /7, 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDSAND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / ACTION EACH ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO 14"-16" LSTA36 1-1/4N36"18ga.STRAP AND JACK STUDS EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF HASHING o 0 9 .••• M ROOFING LAPS BASE n 7 FLASHING 4 INCHES li s 1i BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT ' MATERIAL AS ROOFING ` , SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT ` WOOD JOIST �` I� 'il . ‘1 _0.. j TOP PLATE \ O / 1\ GIRDERMEADER �''� ` II r SIDE WALL ELAS INC 'AVI ' • 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC \ WOOD JOIST 4. O II AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD O f FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND // 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE MANUFACTURED KEEP ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ON MIN.1-1/2" ALL]GISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER 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"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHORPLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS DBL.SILL PLATE \CC )� TERMITE SHIELD SILL GASKET / - SUBFLOOR WOOD JOISTS I TVP.CONC.FOUNDATION /� ` BOANC ILPSO�LY �__/ GASKETNE -��� 2x6/1xB CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR a v� ' BOLTED TO STEEL BEAM WITH V - GRANULAR FILL EMIL POLY ON EXTERIOR _--- v • STEEL COLUMN A ).e ' - "S. I 1/2'DIA. BOLTS+48"o.c.STAG. A ' t• \ ( ROOF JACK `` S 1 ttL B NJ -N .. CONC.SLAB 71;. WOO:- y1 deJ NI e �� ` ►���-� BEAM ( A �•L I•• 1 O 1.4 .. .. COMPACT FILL !,. • _,;... ``� 4"x I/4"x 8"S I ttL ROOFING LAPS . TOP AND BOTTOM PLATE KEYWAY FOOTING v e -4 D n G • A FLASHING AT WITH 1/2"x 6"ANCHOR BOLT CONC.FTG. ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2"GROUT (USP LBPS58 OR BP583) ` .... . ` ' •."'a'i:,x`z"eaiiiei!:r a _ a DRAIN TILE ` ' REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT - ,,, I I I ' 3"STEEL COLUMN • V • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS) 1 1 SILL PLATE TO FOUNDATIONROOFING AT BOTTOM ,-'" (CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57*OC (SLAB-ON-GRADE) ROOF JACKS 4 VENTS DETAIL CONC.SLAB I , SUBFLOOR 6X610/10 WWM DOOR FRAME Imo-^_�I COMPACT FILL DOOR�E i / 0 JOIST im I USE 2X8 I.� I FOR BLDCKOUT � STEEL BEAM 00, Z. 4" SLAB P.T.PLATE )/ W/6X6 WMM SLOPE r /( .` 0 , " e' - 4"DRIVEWAY—� NOTCH JOIST AND ADJUST HEIGHT dadigill11/11, 1/2"AIR SP CE I�le p ." - )/2- "• "" (WITH A NAILING PLATE IF NEEDED) AT END AND 11 4` '•e • -• •• TO BE APROX.1 2"OR HIGHER THAN GRADE 4 '" -zr -' -x�--" -z ��►_� G.G`4 IDES OF WOOD gple h i• iA s 6' �••- I .v •e if•e LI r �'`--.• G G G • e 'C 3 BEAMS 1 tW i , e D P.e A s. =-. �...• STEEL BEAM TO ALLOW FOR SHRINKAGE 12" F tyre' 6X6 W.W.M. • die ► -u .41=14.1•=.1 ., a :',,f, D .- D. •••"• 4 4 4 . •r e O e D ,e _ �•�� - •�(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 4 Il�u d tl1 • , e a _ G1 a 4'e \�NOTCH BEAM FOR MUDSILL IF REQUIRED—MAXIMUM • 4 s a " e•, , �H�I 11 I I I I r ",, MIN S e •.'. 'e /!'r SUBFLOOR ;`�� •` 4 REINFORCING BAR - NOTCH EQUALS 1/4 DEPTH OF BEAM I ,I A P • " 'e V--1-1V R " •' " - •A s REINFORCING BAR 'e" e O", 'Al. $ - -e/a- DRAIN TILE 1-41--104 • 4/I." Oe a Oe e - ., ` _ 12• 'e SHEET METAL/30#FELT UNDER BEAM AT POINT �.� "" ��u_"•' ',,‘ STEEL BEAM OF CONTACT WITH CONCRETE OR CONC.BLOCK .1117" 1 1 1 "T III "'. ,� > , c•" 3" TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " °. SHIMS TO LEVEL BEAM ► IMI-0---PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT °'°r rrar�';: BEAM POCKET 4 xt '• . SCI-1MIDT RESIDENCE ADDITIONS AND ALTERATIONS PG. a February 15, 2010 SCALE 1/4" = 1'0" JD ENE141_ NWIND FRAMING NOTES NAILING SCHEDULE fi'LCONTENTS: 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. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL Si . FT. OF CONSTRUCTION 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 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 generallyaccepted buildingpractice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST good p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SSC 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 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: 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 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 ATTICS w/o STORAGE 10 should be adhered to even If in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 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 EXPOSURE CATAGORY spec use expressed or Implied in the use of these plans. spacing is to be spaced and sized In accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2.16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWiND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 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 COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 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 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 4 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 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A -STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors In table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD 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 HFFLOOD ODS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 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 NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. 11 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs ongrade to be 2500 p.s.i..Concrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 TO JOIST END NAIL @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge Is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 SEE NOTES:S:F1(BOTH BOTHANEL FIELD FIELDS) 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 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install oneattached with the above requirements. TO BEAM3.16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. �I OTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).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, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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 p P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: 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 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 3.Tabulated 4 inch o.c.nails spacing assumes sheathingto rafter/truss framingmembers with Ga0.49.For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING ) P 9 below grade.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. STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE- SHEATHING LOCATION NOTES 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 building and ledger. NAIL NAIL AT PAt'EL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to buildingwith 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS 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. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: 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 openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.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 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nail spacing assumes sheathingattached to stud framingmembers with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 5 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. plans. 5d COOLERS onWALLBOARD10"OC. .FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 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. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF Section R602.8FIREBLOCKING RE 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. SecQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 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. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. Is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing Is continuous over connected torch down type material over. 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 be reduced to1-16d nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the tophd�bott m,of the run.Enclosed spaces under stairs shall comply with Section R314.8,N.Y.S.Residential Code.. \ N. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of. ys flame and products of combustion. �\ t .`/>,, '° •.x 3,r ;;,-; h 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001. 6.N.Y.S.Residential Code. F ,-`\. \j a,e CHMIDT RESIDENCE ADDITIONS AND ALTERATIONS pG. 10 February 15, 2010 SCALE 1/4" = 1'0ii JD