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HomeMy WebLinkAbout37840-Z ��Q�suFFpl,fcpG� Town of Southold Annex 12/10/2013 P.O.Box 1179 54375 Main Road o � Southold,New York 11971 4 % ; CERTIFICATE OF OCCUPANCY No: 36650 Date: 12/10/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 155 Caiola Court Greenport NY 11944-2071, SCTM#: 473889 Sec/Block/Lot: 33.-3-19.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/22/2013 pursuant to which Building Permit No. 37840 dated 3/4/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: TWO CAR GARAGE ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Lettieri Bernice Revoc Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37840 08-07-2013 PLUMBERS CERTIFICATION DATED -74L� Aut rize Signa e ��UFFOIKCOG��t TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE SOUTHOLD, NY ,err 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#: 37840 Date: 3/4/2013 Permission is hereby granted to: Lettieri Bernice Revoc Trust 275 Cheshire Way Naples, FL 34110 To: construct a two car garage addition to an existing single family dwelling as applied for At premises located at: 155 Caiola Ct SCTM # 473889 Sec/Block/Lot# 33.-3-19.16 Pursuant to application dated 2/22/2013 and approved by the Building Inspector. To expire on 9/3/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $588.40 CO-ADDITION TO DWELLING $50.00 Total: $638.40 L Building Inspector Y Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 ' �3 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Ar 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 iristallation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for.the building: 6_ Submit Planning Board Approval of.completed site plan requirements. B. For existing buildings(prior to.April 9,1957) non-conforming uses,or buildings and"pre-existing"land uses: 1_ Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2_ A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C_ Fees 1. Certificate of Occupancy-New dwelling.$50.00,Additions to dwelling$50.00,Alterations to dwelling$50:00, Swimming pool $50.00, Accessory building$50.00, Additions to-accessory building$50:00,Businesses$50.00: 2- Certificate of Occupancy on Pre-existing Building- $100.00 3- Copy of Certificate of.Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5_ Temporary Certificate of Occupancy -Residential $1.5.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 15 5 A 9 f/V 100(7—% House-No. Street Hamlet Owner or Owners of Property: 139R—iy) C l ry h AN.U w ;r?f Vel Suffolk County Tax Map No 1000, Section '?��j Block Lot Subdivision Filed Map. Lot: r Permit No. 7 VXQ Date of Permit. l 3 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate ! Final Certificate: (check one) Fee Submitted: $ S�• Applicant Signa re ofF04 Town Hall Annex p C�G�.a Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 coo 2-1 P.O. Box 1179 0 • Southold, NY 11971-0959 'y?- roger.richerttu').town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lettieri Address: 155 Caiola Ct City: Greenport St: NY Zip: 11944 Building Permit#: 37840 Section: 33 Block: 3 Lot: 19.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor x Basement Service Only Commerical Outdoor x 1st Floor x Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage x INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: Aug 7 2013 Electrical Certificate.xls pf SOpTyOlo TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F UNDATION [ ] INSULATION [ FRAMING S PPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) /[ ] ELECTRICAL (FINAL) EMARKS: 6111"^� DATE C INSPECTOR pF SO(/ryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 SPECTION ] FOU ATION 1 ST [ ] ROUGH PL13G. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA IN_ AL) REMARKS: DATE D� INSPECTOR SOcou Ulyolo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION V4-,,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORZ' i5;Z ho�aOF SOUTyolo �� I ��'YOOUNT1,Nc� n'1 v TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [D� ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ` OF SO(/r ova y�! coutom N TOWN OF SOUTHOLD BUILDING_ DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSUL N [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Lp'� 1 DATE INSPECTOR. ' SOUTyo� N O i coum,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN A [ ] FRAMING /STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE S INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: L DATE INSPECTOR FIELD INSPEOON REPORT DATE S FOUNDATION(1ST) � �,Zl 00 � a� • FOUNDATIQX(2ND) � �y (� C4 O ROUGH FRAMING 8z y PLUMBING ' v • W P INSUL•ATION PER N.Y. m H STATE ENERGY CODE � . �i✓ ,Fi�- .. mat/ 1 , FINAL l .ADDITIONAL COMMENTS (� z 7�QP , j G . z e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPAI,�MENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 - Planning Board approval FAX: (631) 765-9502 2 Q Survey SoutholdTown.NorthFork.net PERMIT NO. U, 0 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,201 Single&Separate Storm-Water Assessment Form Contact: Approved 20-0 Mail to: Disapproved a/c 'J Phone: Expiration 20 1"( nn ('' E Building Inspector LJ FEB 2 2 2013 LICATION FOR BUILDING PERMIT Date ��_ 'Z —/3 , 20 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. >>'s application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. - f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. l6io 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 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant r name, if a corporation) y- Co gocdr. Gr. Gja�,MPOA7 ivy (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 944 Name of owner of premises �>zil�•' �s2L� �/✓Q� �; �c?�i f�/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer . (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 3 3 Block 3 Lot o (en. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition I Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost &0, oo o,.0 a Fee (To belpaid 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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear 1�, Depths't Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises? YES NO 14. Names of Owner of premises&U A�_i 1-1Tnik Address /6"6 ('4ioiq c i Phone No. q3 7-— 6 QV 8 Name of Architect MA,?-K SeNwAgn.- Address Ld$ i; A4,N 9A 6,-Rhone No 61+- 73v Vt 2,r 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 BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO e/ IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. i I STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CCNNIE D. BUNCH Notar} Public,State of New York (S)He is the C' No.01BU6185050 IJ (Contractor, Agent, Corporate Officer, etc.) corn, i,c4auaiMed in Suffolk County3slon Expires April 14 0 of said owner or owners, and is duly authorized to perform or have performed the said wort:and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 01 _day of 0 20 Notary Public Signature of Applicant o��o���Uryolo Telephone(631)765-1802 Town Hall Annex ax(631)7695�2 54375 Main Road c� roger richert own so �o aa.ny.us P.O.Box 1179 i Southold,NY 11971-0959 .s`O`�Cv BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: �j3 Company Name: � � � �l�'G�s� C Name: rs ��' CJA/�/� l License No.: 5-79 — Address: D (30�- oZ�� L 19-7/ Phone No.. JOBSITE INFORMATION,: (`Indicates required information) *Name: *Address: *Cross Street: /►?©c./1�d / �� *Phone No.: -3/ i ,6 Pefmrt No.: Lot: Tax Map District: 1000 Section: Block: — *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *ls job ready for inspec#ion: YE / NO ough in Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase; .J 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 � 82-r2egt,esr for roe For►n 07 Y r Me Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPU NT NAME; Ownar ant Consultant•Contractor or Other(Circle One) Property OWNER:(If Different than Applicant) A Ampe " !4-r77c,)e/ Cc'JC. G� A re }10 z cj Te phone#: t Fax Tef phone0: v Y Fax0 f E-Meg: E•Mad: `t24 1i1 tJ�a GOiw► ! Property Address: Brief Description of Constmcdon Activity,Proposed Structural BATs,Soil Stabaliration BNTs, oeccope and/or Sequence of Activity S.c.T.M.R: tppp Frjt S d/ S f Construction � D1atrW (Provide Additional Popes as Needed) I Section ebek Let I � Name of Contractor and/or Contact Person Responsible forlmplementationofSWPPP: ___________ _______ ___ ___ _______ Address: _ ...____-----_.�_....._-----.,_�...------------------- i Telephonefk Fez#: ----__.,.___..________ ________..____.._,___....______ i I. E-Mail; _.-.,....,..._._---..__-_-_-----.--...._--------.._- __------------------------------------------- . Name of Persons Responsible far Installation&Maintenance of Erosion Control Practice: __-----------------------------------•---�.---- Address: __.------------------------------------------ Telephorw4h Fax#: --------,.,--------------- E-Mail; -------------------------------------------- 1 i Total Area of All Total Area of Land Clearing --' _ _ __ ___ __ _ ______________ _ ------- Protect Parcels: and/or Ground Disturbance: -_--__-_----..----------------,--------------- (S.F./A—) (SF.r A—) i Project Duration: start End _. ..--------------------------,_-._,__-_---___--- i (Anticipated) Dabs: Date: (racnner or Celcn�rpor�1 i Will this Project Disturbe five(5)or More Acres at Q --� - '__._. ...__ _._._._____,_________________ Any One Time During the Proposed Development 7 Yes No ------------•-•----------_--..----------------- IfYES:P)easeAnswertheFollowingl .. _.,..,„,,....,., ----._„.------- _-_,.._---.-_--_- a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections 7 Yes No b. Does the SWPPP Indicate How Frequently the Site Q Q List the NAMES or description of all Potentially Impacted Waterbodies andlor Wetlands: ( Inspections will Occur and for What Period of Time 7 Yes No ----------._-_-------__._-._... _ =c. Does the-SWPPP Adequately ldenttfy All Temporary = U I• and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete 0 _---.._._. _........................_._._.._.._._.._....._...__._..._..__-----.--.- Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired_) .e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality 7 Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbady:(eg.Lake,creek,Say,Pond,sound,FreshwaterWedand...) � Of Intent and SWPPP Acceptance Form for Review = Q by the Town of Southold 7 Yes No _.._........_CON NE D-.13U WH- STATE OF NF.W YORK, o c, Ware o ewr -0rf( CO 'Y OF ..........SS No.01 BU6185050 �.. Quaii'ried in Suffolk County j, That I..... .. ...........J ..... being duly sworn,deposes and s�a�si °i'� �sf1��7s����pJAi°]lt'IoiPetmtf; (Name of individual signing Docun - And that he/she is the ......................................... .. ... ..... ...... ..... ...................... .................. .... ............. (Owner,Contractor,Agent,Corporateucer.eta) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the Said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; Notary Public: ......... ... ^ .... ......8 ................. `�� ..... Si nature of i SWPPP Assessment FORM: 03-12 i I n T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only: Storm Water Pollution Prevention Plan s.C.T.M.M Property Address: Review Checklist Checklist # 1 1900 District Section Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: Plan Sheet (Does the SWPPP Adequate) Provide for andlor Indicate the Foflowin : i YES; NO ;N.A.:Explanation for NO or N.A. (P9 #) 1 I Location 1. Drainage Calculations&Stormwater BMPs Design to contain a Two Inch Rainfall On-Site. 2. Construction Phasin Plan lndlcatln-Se uence of Pro,osed Construction Activities. _General Loca6an-Map,._•••,_,_ I � t i 4. Dralan a Slte Plan Drawn to Scale at Si 60' feet to the Inch or la er indicxtin the Followi - __ _.fit.(....)._...... ......._......._.._.. __g._ _- rt ..__._a_,Locationand-DescrlptlonofPropertyBoundaries; :QtQ: r......•..._._.._......__.._.-_._•-•--.--.._.._.--•--._._._.__...__.._._..-----...._......._......................._... ti is ._._....._._.._..... ge;__---•----•------•-----.-_._...._....._....__._.._.---.._.._.........._.------._._..__..._,QtQ _•_c,__All Existing,Natural andlor Man Made Features on and within 50'of the Pro_ert Bounds - d Test Hole Data Indicating Soil Characterlstics&Depth to Seasonal High Water [7�]-• __.9. _ ........... .._._..... -•__,e` Contours lndlcatin Propert Elevations Min.2'; ,ttom�----��77, , ,.._._.._......._.._..........___........._.._._._._._.___.__.__..__._._______._...._...._...._.._.. ......._.._.... f_ Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; l Q I i f g. ocaLon o(Wooded Areas$Isolated frees with a Minimum Dimension of i•t3"Diameter;.._._..b_Soils'oriseriiatton•DCstricTSoifSurvey----- ----_..._..._....._._.-..__..._..._---._._..__..._._......._i i i i--•_._.._......_._._.........._.._-_._.._.._._._......_.__...._..._..-•-•--.---.._..._.._._._. 5. Background Information about tha Scope of the Project,Location&Description of the Site, , , Pro used Chan es to the Slte and All Ex tin Development on the site including the Following. _a_ All tmproYsrll@41S l.ltClstdtng Total Area-Qf l anti_Dlsiur4ance s3<T9to(Site.f��?L.._._._..__.__._.. Q;1�i 11; -,_...._.....__._...._._.__.___.. ....... b. All Excavation,Filling,Stripping$GradEng Proposed and identified as to depth,Volume ' •-•,&_Nature of Materials InyoEved. i O i©;1 r I AIIAreasReq_ulringClearing_and/orGrubbing; .-.-._----.---._-�Di�i�i --._.__.....---._...._.___._..._.___._._._.....-•-•------.•-•- __.......... - _._......._...... d. All Areas Where Topsoil Is to be Removed,Stockpiled and where Topsoil will ultimately beplaced;-•.--____.._._.._.._.___._.._.._...._._....__..___._..____.._..•____----.-•--._.....----._._.___a , e. All Tem oiar &Permanent Ve etatton to be Placed on Site; I ---- --- f. All Temporary&Permanent Storm Water Runoff BMP Cont.of Measures g, The Anticipate Pattern of Surface Drainage During,Periods of Peak Runoff; 1 , r "- "'"'""' -_._._ .._.._....._..._._____.________._..__.._____ . . .....__ h. The Loption of elf F2oads,-Driveways,Sidewalks,Patios,Structures,Utilities&Other Q ©� 1 -•---------......_—._-._._ fmp�a-verrianls,(ncluding•Temporary Access&Construction Staging A>-eas; ,0 t 0 i�;""'""'"'"`-"----'--"'�- ---•_._._._._.._.._._._._.._............... I. T e Existing&-Fine-('Contours and or Spot Efevations 6. A Schedule of the Sequence for the Installation of All Planned Sol.Erosion,Sedimentation &Stormwater Runoff Control Measures. i 0 7. Description of Pollution Prevention Measures that will be Im-plemented. ----••- _._...._..__.._.........._____...._......_...._.._._._._....._._.._._.._..._.. 8. Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or t Im lamented for Each Construction A tivity that will result In Soil Disturbance. r__.__._._.......... _._._____._..,...____...._._._.______.._..__ ._......._._.__._........... ascription of Construction&Waste materials Expected fo be Stored OnSI1e. J Q � 10. Temporary$Permanent Soil Stabilization Plan that meets the Current Version of the New York State Storm Water Design Manual Technical Standard. i i i�':• 11. General Slte Plan and Construction brawings for the Project._--- 12. Dimensions,Material Specifications&,Installation Details for Al Erosion&Sediment Control Practices 13, Temperary_Practices that wi[f be Converted to Permanent control Measures. I 101 - .14...,Impl ._..__-._.-....,_._..,......._•------•----------.-_.................f�l I L._...._..,........._.__._"._-_-..._....._...__..._-._.._......._.-___...._.._...,......... _;,_Implementation Schedule for Staffing Temporary_Erosion Control Practice or BMP. . .._____— _—__, 1 F____.__._._,_.__._....._.._..._._._._._____—__._...____.__._._._...._.__.................._....15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& i I Sediment Control Practices. i 0 a , 16. Names of Potential Surface Waters of the State of New York andlor MS4 that may be Impacted by Development. iDiOil v + 17. Delineation of Slone Water Control Plan Imelementatlon ResQonsibitlfies for Each part of the Project Construction Site._.._______._,___...______...."__________..___. _.___._•---....__.. t i t 18. All other Existins __.___ �Data that Describes Storm Water Runoff andlor Natural Drains a Swalas. ' I r "' -""'"'-"-"'"" '"'""'""`--'•-'-"-"'-"--•'-•••„--•______.._.__._............. --- __ .----------•----------•-------•---___..__ 19. Identiflcation of All Contractors)l Sub-Contractors) Responsible for Installing,Constructing, 1 I i- '-'-"'^ """ -"____._......_,_...._._ _._.___„..- _.,•."_._._._....... Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. Storm Water Management Control Plan Checklist#1 : 03-12 V00 S.C.D.H.S. REFERENCE NUMBER R10-03-0131 POOD SURVEY OF PROPERTY AT GREENPORT TOWN OF SO UTHOLD 0 SUFFOLK COUNTY, NY. 1000-33-03-19.16 rt '� SCALD 1'--300 DECEMBER 6, 2004 0 1 JANUARY 4, 2005 '(FINAL) 0 JANUARY 18, 2005 (CERTIFICATIONS) .1� FEBRUARY 25, 2013 (PROP. GARAGE) APRIL 11, 2013 (GAR. FOUNDATION LOC.) 711 70, APR 17 2013 , �,. �vEwAY � 1st 56• . BLDG. DEPT. ,•, TOWN OF SOUTHOLD � s� k Ir o. tip. fit. �% �i ryk0 O so1,� s a�, l,�3 .�����o k �3• CERTIFIED T0: �'o BERNICE LETTIERI 1g5,- 4 COMMONWEALTH LAND TITLE INSURANCE COMPANY g A. L 0 T NUMBERS REFER TO "SUBDI VISION ROCK COVE O 'U �''''' ES TA TES" FILED IN THE SUFFOLK COUNTY CLERK'S ; UP. \ OFFICE AS FILE NO. 10637. I am familiar with the STANDARDS FOR APPROVAL 3 AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES and will abide by the conditions set forth therein and on the :'� • �:�",----_- ���, , AD , , permit to construct. The-locotion of wells and cesspools shown hereon are from field observations and or from data obtained from others. CL ANY AL TERA 7ION OR ADDI 710N TO THIS SURVEY IS A VIOLA 7101V OF S£C7701V 7209 OF THE NEW YORK STATE EDUCATION LAW. 162,42 •��'4 �0 �t3' EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFlCATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF DNL Y IF .'vK C. N0. 49618 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR y 579.00 55 W ECONIC S YORS, P.C. •=REBAR SET WHOSE SIGNATURE APPEARS HEREON. ` LOT 19 (631) 765-5020 FAX (631) 765-1797 AREA=26,994 SQ. FT. ppEN D P.O. BOX 909ACE 1230 TRAVELER STREET SOUTHOLD, MY 11971 04-296 SCONS R*f.* R/0-03-aX rr. ,SURVEY OF PROPERTY t A T dRl X)MM! ` TOWN Of SOUTWLD SUFFOL K COMM MY ; 9 c7 i, iM- TH SERVICES S FOR sd ttGs toCat}T.have boon hpP aFyt ctdus routt0 to E3EOi�00HS• � � �� `ct -� !a u '\ Lop l J 3 � O a J ROCK COVE WTY CLERK'S 5 - a v )R APPROVAL ' SEWAGE Y RESIDENCES forth therein and on the of NEly rhown hereon ore o �'�o�NT data obtained from others. 'ISA7)ON A 77 NON 1621. r ALL CrRMCAMNS Y. NO 18 774EREOF ONLY IF PECONIC 'AL of 774E SURWYOR g 7 1g (8J1) 755-5020 F �6A 9'� 1797 L� P.0. BOX 909 ,,// �� SPACESOUTHOLD, N.TRAVELER 971 0`�—�� -� REVISIONS: --i Tj 00, I .. _ _________ __.___�_»____.__.___.._.._.____�.. ___m.._ ` _ I T , H a. _T .max....__ .•-_____ ,._-.v,e..._._-.._.__..____._...._.... e_._.__...._._____._....... Y''^ r .._._.____,s..m.�,...-_...mma,v.____._.-,_., �.,am,n.�, -••. as md... W vvr - mm.__ _ -_....�a.u._ IF1 to _ r r♦^� ..1.. V J _t r _ 7 _ H� _7 1 .� _.... T W j - a « I I _ 1.,. .._ _,.__._r..__... _._..,_.._ _._.,._. -:L_�T! _1__ 1.,:I _i 1 � -t 1--- --- L !-- _ ! i-_l. � ��.. _I C__ L_ ' _l._.� .._I I_ i I__ 1.1_ _ _�-�___,1 ..__�.__.�_ _.I C ._� ..1.i. ... l___.. .-.1_i'�T� ._i � __� a_. !_ _ _ � .. ._ YT _. _ i 1 _ � o _ { a r 1, ,( 1�-� T -I --1.._._�. �._._{_..l_.._.�_ J_T.�_T_�__L r T T_ l._ . __ !_ .1. 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L_L 7. _� JTZ_ ...`�,.i.. � r CIr_�` T 7 J_ ._._.... ._ .T?. . __TI_��_��.1 ._ __ _1 _ _ Z ,- I 1 W �_11�� ` ' t - I _ - LI - _i_.. _..I,- -I _.�(. Q' 1 T� _I-. r_ _I _.L1.. �1 I_C 1 -.I� j__�I1_ ,_I. _1 1 ___I 1__L.1 C ._T_.1 i T.I _._� _I._._ _. ITS I. W 1_. ._I - 1,._ f� L 1_.I=1._ _ _.1_I�_C 1_SI __. _ .I _T .__l. ( ! I I_ I T � FT I s i I ( I 1 T _ ._�_- T _L;_Ir.l_ _J. __-�__ . _ t_..( __ C >_ __ _l . �. _. _ t� �. t� TL. _r __rI. .C;___ _ _Y.,_.I Q (_ T �,__ _c .,_ .-. (..._.J_..r L_.4�' - FEE 1 _.I_ YC..i. _1_.I_.. _..I Z _ 1_�-__1- _ _ ._ I _. ;. _I.. 11I .-_.,. l_. __. I _ I _ ._I, -�_ _ �._ _ K _L -__ _I_-- _- - t_. _ �__i __ _ -: - 1--�ITi _1. i �._ -�_ . -_ .__. .Z �._ - { _t_ t_ t ._._ .[ _T ._. _.___. . _ _ _ .1. ._ -_ r. _. _ _ _ I. �r 1 LT ri � � I I I � I } rr,_...--- .--..._ ...L.. I .1 _�..� �� I .._ .__� _I<.l- -- l .__�.C. r f r I �} l r l._.r'_--i"_'-C�`T?:.--T-"--C,. S._�._,.L,,.._ _ -r r r� _:-_.L,.-r-.�--r- -,�-r - - - - . ..r1...,,a....,.....-I._ � . . REAR ELEVATION FRONT ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' p oz U � w 4-A U W f z 0 f w-fcu -- - - - , - i _ sM -. rr 1 fC v I -r 00 - �- nn �, n n r _ G bin di u tAPIEIIS 2`b cu v -tea. I 1�'F - - I�t'Ja' CODE. {rj rti P. 1' co .14 AS NOTED - 1 a- .I I � C ,. C.� I_ �. I.,I 11_�I _ _ ............ ...r.....���,a., - --._:_�---:-.-,.,.,,'�a"-- -�--.._._,..__.._.-..-: z�.::a,�.::c-r�-- ---.s ,�.....�,..n-...n-.__���.•�_r<_z_...:...... ......-_,- ._--:-.:��___ NOTIFY T,F AT �_. ... _ .__.�..I_.,..__f. .- � � -� i-- -. ....__} . _._ . , 1 I L --� --.1 _ 1 i_.. ��..� �_._i � _ _ ,. g' �I ' i! O,,<!G DEPARTMENT T_ ..__ _.11_. I _I _T _._ L_I, �L7C-L - C. J II - � _I I.. I l.__ _ CTI_ a I__ . t. 1. FO E F � t .. ..__l (_ �i . (.�_. � L� L___t _.I._ ._ �._��_ �._�_.'_I _C.__. _-_ 1..1. 1_i.. __-�_-. -C._-... i�_1��. �1._..1 _ I J.._� _�_.. .i_,._�_...1 �_Cl-,- -�.�..'._. _ �_T.. _._.._._,.. .._.._ _._._...j C 1 1_ � 1. FGUty�:A1fI0N -TWO REQUIRED 1 �_ _ s �- __ 1. ] _� -ml-_1,�r.�.....�i_. _�.....�.. _I�_.(__..]._:C__. FOR FEU ED CONCRETE U _ 1CT.1__P _C I _I 1 I ,t_� f 1- _I _�-.LI�S __I� ___-- _ _ 1, �,,, o �_ W _ _ _ __ _._._. _ t , _I _. I. �__ 1_I..._. -_ _ 1._ T --_ 1 L . __ ._.._.__.1. .. _.....1_.r...!_ .._ .1� C ,1 _ _.t . .---,-- - -L E JIG`ELE CAULKING I ti•� •- G PLUh�iBl"�G, I r I ry I S I: f ELECTRICAL&� � i 1 .� 1 i 3. INSuLP,I ID,� � _I z �_ _�_, i _ _ _ � I I � � 1 = � � � 4. FINAL-CONSTRUCTION &ELECTR,CFL - 1 _ �( 1.r1._�. L (.._ L .1.._ . L i �� �L,_I_I _ MUST BE CO'a1FLETE FOR C 0. N _ - ) �i.._.._.,. l ALL CONSTRUCTION SH,�LI. :, � T TN` E-f x _.�_. _..�. �_( ! 1 .1 _'i r-I]L 1 T i I ii - I REQUiREMEMiTS OF Tf _CO,�-:C OF ti'n , w - - - -r 1_, _i �._. ...J, .�_� ___ .._ _ _ 1 rJ�_ t- 1 i. _ 11-1 .1_[ . -.rI _.-� --.C_.C.I__(_T.. I__.__, _ ._. ._C_�_�_ l.._C..._ _ ._ .t-[ _I_T�_- r CTT- - J J :�Lr� , ] YORK STATE. NOT RESP "`: iBLE FOR _ DESIGN OR GONSTRUCT0 ERRORS. I.__a._.a i. ! �t _� _� 11 C I�:VJ_ 1- _ J �1_: _���,�_ ,�.__ �,., 1_ _.1. _..�._ 1_._ . i ; fix L�,,_ _I._ I_ L. I S� l_J _rL ��_�. 1� l._ I��1� 1 L [ - I 1 U t -. - J _ -' !.__t__.._[L _� _ __ _T __ I 1Z_,--...i�T.� .. ]..- I I >> --,r_ _ 9`A , ' t • y't a t-:�' LEFT ELEVATION SCALE: 1/4 -- 1 •'" DRAWN: MH/MS 4 !^ SCALE: 1/4"=V-0" JOR#: �� January 14,2013 z;r '" SHEET NUMBER: PAINTER TO PIP AND PAINT ALL DOOR EDGES T MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT F ANY DISCREPANCIES BETWEEN THE DRAWINGS THE SPECIFICATIONS,AND H FIELD CONDITIONS,AN HAIL E A A O O R E A ,A THE FD S REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALI.VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS � MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: r / / J I I J I r r I r-' I I I I I I I I I ` I � / o C / EXISTING GARAGMIN.,36X24 H Q B ir._.;a ACCESS iOPENING e r. 23'-8r/2" ° , 10'-41/2" 3' 3" 10'-11" 00 ° c -------------- - a ' c � ' . __ D d a -•� � (MATCH HOUSE F1) . . . . ` ' 00FOUNDATION PLAN 00 ° SCALE: 1/4" ° w-♦ p o p •o op 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT ABOVE GRADE H ,� " TO MATCH HOUSE. EXTERIOR OF FOUNDATION AT CRAWL SPACE TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS 0 Z 8'-2" COATING. ' i p N 2)..FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. • �+ O 4 ' FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON ° UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). W 3):.GARAGE SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. •. U REINFORCE SLAB WITH WMM.PITCH SLAB 1:12 TOWARDS O.H.DOORS. o ' CRAWLSPACE SLAB TO BE 2"THICK(MINIMUM). A ; n 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR 00 FIBERGLASS SILL GASKET. ° 5). PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.ANDS /I V W OF CORNERS, ° INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A MIN. PITCH SLAB TO O.H.DOOR ; ; 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED in ; ; TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 00 1j CV • , y i i O + ° , r t' cy p l �' r 0 N U Q " 0-0 w C • , .0 FRO Y. .�. e, 0 Ln U ° , v w A . :' ------- ------------------------ ----- - ------------------- O W • ' •o I /� D N 'o O • p 4 Q V ♦ w "� e • p Q 4 - • . o a • p 4 p ♦ v e • p Q P , ---------------------- 24' 0" w H U N E� d V x a w � °. �► r� DRAWL': MH NIS JOB#: 1001* :; . F January 14,2013 SHEET NUMBER. ARCHITECT F ANY DISCREPANCIES BETWEEN THE DRAWINGS,,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS AL�2 PAINTER TO PRII\VIE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFYq MANUFACTUREWS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: r / o J I i ♦ I I I r 1> I I I I ri I I I I I I I I V1 I \ o � o \ , w \ / EXISTING MUDROOM EXISTING GARAGE / Z F--a Q B 23'—81/2" 12'-0" 11'-81/2" 00 =� i� �I'�16"0 C_0 95 MIN.FIRE RATED N Q„ DOOR w/S:C.HINGES (2)2X10 DF#2 HDR. INDSTEELJAMS 00 I LL a XPANDED)M DROOM N =� °O 1ST. FLOOR PLAN (2)2X8 DF#2 HDR. SCALE. 1/4" 11= O � z 00 ATTIC ACCESS TO 8E DETERMINED 3046 U IN FIELD w/OWNERS.VIF 3' 111/4' 4'-23/a" 1).PLATE HEIGHT AT 9'-41/2"(VIF).ADJUST HEIGHTS AS REQUIRED FOR SOFFIT o HEIGHTS TO MATCH. O = M 8'-2" 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C... o Q W --------^---� 1 l 1 u 3).EXTERIOR SHEATHING TO BE 1(2"THICK FIR CDX PLYWOOD. r ^mil ,U d -3/4X14 M 3) Mt-FLUSH BEAM a N 4).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF ✓' ^" . ^_ . _. _ �... . � . �.. . __ . _,_ . _ . _..r . �._ . _ . �. . ��a t z 03 OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEA ZS 3 - cc A 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE v S APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FAST NING 1 M N HARDWARE UNLESS OPENINGS HAVE'IMPACT GLAZING. 1 ' 6).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8' PE-X FIRE RATED 'd GARAGE i F SHEET ROCK AT GARAGE.MUDROOM TO BE 1/2"SHEETROCK. 1 Q 1 d- cV 1 IT •----------------------- 00 t/ 14"T115F,n WO O O N N M ------------------ -- O N O r +: (3)1-3/4X14 ML FLU BEAM O ^' v p M W rl = N 2 ,* M/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING , 4 ^ U cn O --------------- ----- W co P-+ ® ® cn 1 /1 .y 24 0 10 u B "e' W U F�1 AO% a: ` -' -;' DRAWN: MH/MS 1/4 1-0 JOB#: January 14,2013 SHEET NUMBFR: PAINTED TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS AL�J MANUFACTUREIR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: STORM WATER MANAGEMENT DETAILS N.T.S. LVIIEELS DOWNSPOUTS DRAIN PIPE GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8'SLOPE GPM 1/4'SLOPE GPM (INCH) Al 1116'SLOPE @ I/B'-SLOPE LEADER(IN) SO.FT. GPM DIAMETER 3 340 480 2 1088 46 3 1644 68 2320 96 4 720 1020 2.1/2 1974 82 4 3760 156 $300 220 5 1250 1760 3 3220 1 5 6680 278 9440 392 /* 34 z 6 1920 2720 1 4 1 6920 288 6 1 10700 444 15100 628 /* 23'-81/209 OGEE GUTTER - STANDARD .5 112 NOTES: 1). EXECUTION: ///7= o7-777=--,777777zlzlllll,,7zz4llz 0 A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2). PREPARATION: SADDLE A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. tj u c B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 12 Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR Nq METALS WITH PROTECTIVE BACKING PAINT. 37 LL ROOF PLAN r_ �4 3. INSTALLATION: cc _0 ;..4 c A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. SCALE: 1/4" = 1' 1). GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2'FOR EVERY 4VOF RUN. 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 1).2X4 PLATE AT PERIMETER OF MAIN ROOF.DORMER WALL HEIGHT AT 6'-6". --------------------- CEILING HEIGHT TO BE AT 7'-6"(MAX.) a). COPPER/LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. 2XS DF#2 RR R16"OC 74777 77V7777 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS, A I POST TO A 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL DBL.CJ cy CONNECTION WATERTIGHT. I ce V 0 4).OPENINGS TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. tk cc 0 1 x ZD 0 4). PROTECTION: i d 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES"ERE 12 -mc APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, Lu to N 0 co HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. B).TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 1-3/09-1/2 ML RIDGE k a COMPLETION. N 0 6).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED 00 x LAG SCREWS WITH WASHERS AT EACH RAFTER. N m v 11 7).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. ROOF AREA:906 SQ. FT. ^In 8).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND NU 4 cj w 0 AT 100% POST T WATER RUNOFF: 152 CUI. FT. DBL.Ci DIRECTLY TO THE DECK ALONG EAVES. F� c x C) GENERAL `ti 9).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. U*) r — DRY WELLS MUST NOT BE USED WHERE'THERE INSTALLATION WOULD CREATE A PROVIDE (1)8'DIA,X 4'DEEP DRYWELL I l 2X6 Cl tmlIs" C SIGNIFICANT RISK FOR BASEMENT SEEPACSF OR FLOODING,CAUSE SURFICIAL (T-6"CEILING) 0 FLOODING OF GROUNDWATER,OR INITERFERE WITH THE OPERATION OF SUBSURFACE --------------------- - 10).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS 0 SEWAGE DISPOSAL SYSTEMS AND OTHERk SUBSURFACE STRUCTURES. DRYWELLS CAPACITY: 169 CU. FT. WITH ROOF AND SIDE WALLS(TYPICAL). DRY WELLS MUST BE LOCATED AND COPINIFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELt.FINALLY,A DRY WELL In 41 SHOULD BE PROTECTED BY EASEMENT.]DEED RESTRICTION,ORDINANCE,OR OTHER 11).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING LEGAL I EASURES THAT PREVENT ITS NEEGL CT,ADVERSE ALTERATION,AND REMOVAL 4-1 'A E 2XR DF 2 RR MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 60 iZ THE BOTTOM OF THE DRY WELL MUST IBE AT LEAST 2 FEET ABOVE SEASONAL HIGH u @16,,nc r. 0 WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY c UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE m LITE RUNOFF INFILTRATION OVfER SUBGRADE SOILS. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS m u DISTRIBUTE 12 ::� z pt C4 COMPLETE. U w CONSTRUCTION- N FOR DRY WELLS,PROTECTION OF THE SSUBGRADE SOILS FROM COMPACTION BY 12).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS, 110 Ln CONSTRUCTION EQUIPMENT AND COSATAMINATION AND CLOGGING ARE VITAL. PRIORTO ITS CONSTRUCTION,THE AMEA TO BE USED FOR THE DRY WELL SHOULD BE USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT CORDONED OFF TO PREVENT CONSTRIUCTION EQUIPMENT AND STOCKPILED MATERIALS 0 FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, LEAST 3/8'DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 4 PRECAUTIONS SHOULD BE TAKEN TO PIREVENT BOTH SUBGRADE SOIL COMPACTION USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT P-4 AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE CUTTING INTO SHINGLE SURFACE. LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE:DRY WELL TO HELP PREVENT SUBGRADE SOIL CONITAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 4144 7 7/2= 4 SHOULD" BE DELAYED UNTIL ALL OTHEM CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRARN TO THE DRY WELL ARE STABILIZED.THIS DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE.TO CORDON OFE THE DRY WELL AREA(S)TO PREVENIT COMPACTION BY CONSTRUCTION EQUIPMENT Ill AND MATERIAL STORAGE DURING OTHIER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, USE OF THE DRY WELL AS A'SEDIMENT BIASIN 15 STRONGLY DISCOURACED.)&4ilplE 0-4 UNAVOIDABLE,EXCAVATION FOR THE!SEDIMENT BASIN SHOULD BE A MINIMUM OF 24' -0" 8 -2 2 FEET ABOVE THE FINAL DESIGN ELEVKTION OF THE DRY WELL BOTTOM.ACCUMULATED SEDIMENT CAN THEN BIE REMOVED WITHOUT DISTURBING THE 0 SUBGR kDE SOILS AT THE DRY WELL BOT TOM„WHICH SHOULD BE ESTABLISHED ONLY Ln S tn AFTER CONSTRUCTION WITHIN THE DIRY WELL'S DRAINAGE ARE IS COMPLETED AND' DRAINAGE AREA STABILIZED, IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED,DIVERSION PIPING OR OTHIER SUITABLE MEASURE$SHOULD BE INSTALLED DURING ALL PHASES Or COMSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTIOtN WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREEA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS.A MAXIMUM.LOOSE LIFTT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: AS WITIA ALL OTHER BEST MANAGEMENIT PRACTICES,PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRYWELl.WHIILE GENERALLY NOT A SIGNIFICANT SOURCE OF DRY WELLS TO BE 10' MIN. RUNOFF POLLUTION,Roors CAN NEVEERTHELESS BE THE SOURCE or PARTICULATES AND ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. AWAY FROM HOUSE THEREFORE;ROOF GUTTER GUARDS AN14D/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY\WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNTr or SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL. 00 0 0 10 0 t-4, DRAWN: MH/MS SCALE: 114 =1-01, JOB January 14,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS AL-4 MANUFACTUREIR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND,SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: �+4" 4" I I / ® / Q 4" /4X9-1/2 MLRIDGE#10 STAINLESS STEEL )OR GALVANIZED 124- a _ .WOOD SCREWS W/ I __. WASHERS @ 12"O.C. \ II I t j I I �I 1 - - -` 1 I ( 1 I 12' O.C. ® I 1 ti+ - I- \ / I 1 -------I y /2"APA RATED SHEATHING I ` t GRADE PLYWOOD 1 / I _.------ 2X4 _ PLATE l --- (ALTERNATIVIV'E: 7/16"O.S.B.) 3/4"SUBFLOOR i ( © 1�4"TJ1560 WOOD-1 F1 @16"OC ` ` W 91-4 I I 1/2'APA RATED SHEATHING ., _ ..._. ._�.. _� ____ _.. ._.. I I O I I I GRADE PLYWOOD L_L_I__(_.�_ _ _! �..._ _ _iJ �. _ �. __. __. _ (ALTERNATIVIVE:7/16"O.S.B.) _. �_ -�r_l- _' _ 1 1 l 1 J 1 _ - f I ( I I / I / 2X4 DF#2 STUDWALL .- #10 STAINLESS STEEL I ( Q / ® @ 16"OC w/1/2 CDX OR GALVANIZED f �� SHEATHING 5/8"TYPE-X FIRE RATED T r r / \ UNDERLAYMFNT AND SHEETROCK ON WALLS - L`! j _ _ _ �1_WOOD SCREWS W/ _/ t � / � � SIDING TO MATCH AND CEILING(TYPICAL) � �- �i �-4•r-i ( Q' WASHERS @ 12 O.C. ,�} ( \ ) \ Q/ I j 7 1 I 1 _.. O Z WINDOW SILL FT- 1 / TYPICAL N 2 ACQ SILL PLATE �— H l I I l i I C WINDOW OPENING COP-R-TEX TERMITE SHIELD) - I r I ^ U I I I I I i_ i_ n i .1 �€ I I I I (LESS THAN 4 OX8 0 OPENING) FOAM SILL SEAL _ ..li._. 1- 1 ^ v� OI ' ( — I I , — II . . . . .. . . . . .. .. TYPICAL DOOR: OPENING - 4 CONC.SLAB (PI(fCHEp TO O.H.DOORS) (LESS THAN 4'-O)K8'-O" OPENING) REINFORCEDSOIL/GRAVEL(TYPICITH WMM RAlOMPACTED 8"PC WALL c - -�' SECTION A-A 16"X8"CONC.FTG. (2)#5 REBAR SCALE: 1/4" = 1' 24"OC 4" 411 6; z 1.3 4X9-1 2 ML RIDGE 12"OC I I y 3/4"APA PLYWOOD r_I V - cf) SHEATHING I ` _—® __ _ ,_..._._.._ __. a...,...._..__._..__.__.._.__ 2X6 CJ 16"OC 1 ti 1 ___�_:� T u d ILO rr TT rr — _ _ - " _ n `: ..._._._ �`" y _ iD C0 ca 2X4 DF#2 I '� I '� I /� I I L. ..J. _ _ r �` �. s ���r�=;W_ (3)14"MLFLUSH BEAM c��i a� STUDS / ( ( / ( / I I �" --.�:=m __.._...._ "'_— 3/4"SUBFLOOR c T -Air .il. _.. _. i T_..,___�_ 1_ �� . r� �_ _ 14"'TJ1560 WOOD-1 — - - -- / 1 J_ l. ... _ � ,.._ i t FJ n@16'OC ]] 7 5/8 TYPE-X FIRE RATED SHEETROCK _ ' ON WALLS AND CEILING #10 STAINLESS STEEL ' r _ i j ( 1113 U3 W OR GALVANIZED L.._I. 1�._..�. _i.. 1lr�l l ( I I I ( WASOHDERS @ SCREWS2"O/C, !_ .� ��� 1 L __. ._ . J. MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTEDr._ ( �_l ►� TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W WASHERS AND NUTS @ 2'-0 O.C. TYPICAL MULTIPLE OPENINGSH U L U L • (MORE THAN4'- X$' " ) 0 -0 OPENING _ ' 4"CONC.SLAB(PITCHED TO O.H.•DOORS) o '•L PC REINFORCED WITH WMM OVER COMPACTED WALL ', 0 p SOIL/GRAVEL(TYPICAL) M WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 16"(2;50RMARG - - - - 4 AS PER TAI3LE 1600.1.4, N.Y.S. RES, CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) SECTION B-B WINDBORNE DEBRIS PROTECTUON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" �� > SCALE. 1 4 = 1 { y, 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 GLAZE) OPENINGS WMH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL „ N, DRAWN: MH/MS SCALE: 1/4 -1 0 CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. a° ,•;r .;?=� l - J013#: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. y; r .�.:.. 1/ > . : r' January 14,2013 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ' ' SHEET NUMBER: PAINTER TO PRIIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE ORAL BUI DING P A R F L fl pE ARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 6 KING STUDS T ENDWALL RAFTER CRIPPLE STUD WALL STUD BOTTOM PLATE o HEADER • RIDGE LEDGER BATHTUB DOUBLE JOIST SIDEWALL ` RAFTER JACK STUDS •I FLOOR USP NUMBER DESCRIPTION APPLICATION .� HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1_�7. ADS5 ANCHOR TO FOUNDATION Vd/ 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 "RO'F USP NUMBER DESCRIPTION APPLICATION RAFTER SIIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2Nb. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 0. STRAP APPLY TO EACH ,JACK STUD LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACEN RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF' 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOURS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2.X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC O WALL STUD H .� THROUGH-ROOF EXHAUST V � a ENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP ---� CRICKET AT TOP-SIDE OF VENTILATION CHANNEL 0 RIM BOARD CHIMNEY AS REQUIRED RAFTERSIs SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN U ` VENTILATION ' '' ' ' ° • ' " ' ' SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING cn FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPIPIING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O Q AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA I-•� U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER H--� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O,C. ��.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' , RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT ! EXT. PLYWOOD ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C.' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPMON APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS a. YDOWN ANCHOR 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / g EACH RAFTER 8" - 12" RAFTER RT20 21-1 8" x 20 TY CONNECT TO SOFFITED EAVE DETAIL - ,' ' � ON ALL OPENINGS .' ,'� KEEP ROOFING NAILS OUT OF FLASHING 2N'D. FLOOR WALL ,' ROOFING LAPS BASE low FLASHING 4 INCHES - 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 Q / O H WOOD JOIST Q TOP PLATE I u GIRDER/HEADER U SIDE WALL FLASHING 4 1 10 WOOD JOIST kn 1'ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS F� AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE R715 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS 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 CONFORM TO SLCPE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS. PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE I TERMITE SHIELD SUB FLOOR N WOOD JOIST,, SILL GASKET S cn 4 � o c� � G ♦ CONC, SLAB ` NEOPRENE o c`?) TYP. CONC. FOUNDATION A GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE a, o C 6 MIL, POLY V r DAMPPROOF EXTEfRIOR a I BOLTED TO STEEL BEAM WITH Q �-+ 0 � 6MIL POLY ON EXTERIOR V GRANULAR FILL " , @) U) ° V STEEL COLUMN ' `•� �., 1/2 " DIA. BOLTS @ 48" O.C. STAG. �r v % ♦� ' ♦ d• d a - D •t,' a ` ROOF JACK , \♦ `� u u CONC.. SLAB STEEL BEAM w a+ u e = v ANCHOR BOLT EMBEDMENT: ' ` �. r° a ^ COMPACT FILL �•� POURED CONCRETE: 7` 4" x 1/4" x 8" STEEL ti •p v i I i h t. p BLOCK WALL: 15" ROOFING LAPS �� I Ln U m V ' ° ° FLASHING AT TOP AND BOTTOM PLATE rn KEYWAY FOOTING o a /' �!•n �. n C CONC. FTG. C SIDES AND TOP ` r °aj d J WITH 1 2" x 6" ANCHOR BOLT d ca ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT o vo ., (USP LB PS5i8 OR B P583) ^ ^ I i 3" STEEL COLUMN Q REINFORCING BAR FOUNDATFION 5/8" DIA. ANCHOR BOLT DRAIN TILE ► p r ANCHOR BOLT CONNECTION SUPPORUING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL Eiffel � TYfPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STO)RIES 57" OC V SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL Ln �--` SUBFLOOR CONC. SLAB I DOOR FRAME �1 6X6 10/10 WWM I GARAGE JOIST COMPACT FILL j DOOR USE 2X8 G STEEL BEAM I FOR B LOC KOUT 4" SLAB W/ 6X6 WMM � � I SLOPE P.T. PLATE \ 4"DRIVEWAY --- NOTCH JOIST AND ADJUST HEIGHT rj " 1/2" AIR SPACE ��� < 1 d • ° 7 1 " , , , (WITH A NAILING PLATE IF NEEDED) „ ''•Q.'� AT END AND �• ." •.� � ° ° e ° :4 • .°" o ° TO BE APROX. 1/2" OR HIGHER THAN � ES OF WOOD d ; ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE ° '� BEAMS o` a a + ° 's (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) G DE d --q-^-----c�-- --� �. 6X6 W.W.M. •gyp - - - - -�°- p 0 •4 _ 12" V. �.� +o c d ^ d d ► _I d1 4 O SU B FLOO R MIN. t ,o a '� `;`4 �'!1 �'° a �'"�`•-�,, NOTCH BEAM FOR MUDSIILL IF REQUIRED -- MAXIMUM t C o NOTCH EQUALS 1 4 DEPITH OF BEAM I I o ,a o i �1 GIST •► tl *R --REINFORCING BAR / a DRAIN TIE •� REINFORCING BAR 1,° k-e.. L I la---lam I � a e• SHEET METAL 30 FELT UNDER BEAM AT POINT I I ° a r +\x �^� pve4,-� 12" / �I STEEL BEAMLL t o• OF CONTACT WITH CONC:RETE OR CONC. BLOCK TI_)ii �� �_� I—ice �� x� ,4a,y.oI" I 3"' PLATE (BOLTED N TYPICAL CONIC. MONOLITHiIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMINS. �� SHIMS TO LEVEL BEAM ,,;• . Y MINIMUM BEARING SURFACE FOR WOOD BEAM � ��srs : REINFORCE FOOTING WITH 2 #4 REINFORCING BARS. "k• DRAWN: MH(MS GARAGE DOOR BLOCKOUT :� ' 'N as" , SCALE: 1/4 =1'-0' BEAM POCKET r b JOB#: ,.c '`�° January 14,2013 SHEET'NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE CONAMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS AL-6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. ��\ \ \♦ /,,, F ,'' ' ' \\ !� i A�� �� 9� --r ., % . / 5,, 1A ,�I111�► e