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HomeMy WebLinkAbout43172-Z FBI/( Town of Southold 10/25/2019 3 y� P.O.Box 1179 0 o 53095 Main Rd �jrj®1a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40808 Date: 10/25/2019 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 315 The Short Ln, East Marion SCTM#: 473889 See/Block/Lot: 30.-2-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2018 pursuant to which Building Permit No. 43172 dated 10/26/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING REAR WOOD STOOP TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Balaouras, Spiro&Joanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43172 10-18-2019 PLUMBERS CERTIFICATION DATED 09-10-2019 Geo&ge Berry Jr Signature - �' TOWN OF SOUTHOLD ���go�FotK�o BUILDING DEPARTMENT TOWN CLERK'S OFFICE } oy ., o 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#: 43172 Date: 10/26/2018 Permission is hereby granted to: Balaouras, Spiro 211-02 75th Ave Bayside, NY 11364 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 315 The Short Ln, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-5 Pursuant to application dated 10/17/2018 and approved by the Building Inspector. To expire on 4/26/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $360.00 CO -ADDITION TO DWELLING $50.00 Total: $410.00 ilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 /- Date. Q New Construction: Old or Pre-existing Building: �(ch�eck—one) A Location of Property: 3115' J '� f� <J I A 0'v House No. ,`� Street Hamlet Owner or Owners of Property: �� V s I l j � Aj f� Suffolk County Tax Map No 1000, Section P Block ® Z Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: , ' Request for: Temporary Certificate Final Certificate: C- c c Fee Submitted:$ � Applicant Si re ®��oF so��y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® sean.devlin(ab-town.southold.ny.us Southold,NY 11971-0959 �` y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Spiro Balaouras Address. 315 The Short Ln city East Marion st: NY zip. 11939 Budding Permit#. 43172 Section- 30 Block- 2 Lot 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 15 Ceding Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 12 Twist Lock Exit Fixtures Combo SD/CO Other Equipment* Fridge, Gas Cook Top and Oven, DW, Hood, Micro, Meterpan, Generator Plug, 42 Circuit Panel, Sub Panel for Generator 15 Circuits Notes: Inspector Signature. l/� Date. October 18, 2019 S.Devlin-Cert Electrical Compliance Form As SEP 1 0 2019 Rif( BTT-7-YI)TIIITGI -Eci PIPTI �YF SOUIX71-1011D Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 Telephone(631)765-18(r- Southold,New York 11971-0959 BUILDING DEPARTMENT TOW OF BOU MOLD CER-TUICATION Date: -. Building PernLI No. Owner. -2)ALAdvaas (please print) Plumber. e—I Tease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plfimbem SWiafu4)-- Swom tab fore me this VD 141 fore me=.r day of 211jj Notary Pub-ff -- k— - P9un L BERRY No.jidE46946L OF 50 UTho TOWN OF SOUTHOLD BUILDING DEPT. `ycourm 765-1602 INSPECTION IVI/fA NDATION IST [ ] ROUGH PLBG. [ 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: fooivwNTte6 t I It Lo) DATE - ! INSPECTOR 50Ulyo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ /FOUNDATION 1 ST [ ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [A ] ULKING MARKS: h rQ� VVI% DATE INSPECTOR hO�aOf SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 4 [ ] 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: DATE INSPECTOR �, + o��oF souryo * * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION' [ CAULKING REMARKS: Z (J on1CkA,"-?o o DATE 3 o INSPECTOR SOF so # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycouMv, ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAcULKG REMARKS: v � � DATE INSPECTOR OF SOUTyOIo y r 72. # # 'TOWN OF'SOUTHOLD BUILDING DEPT. courm, 765-1802 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]- --INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ -] --FIRE RESISTANT PENETRATION =[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] -PRE C/O REMARKS: JV St°/r�irt��1 DATE �� / Ith q INSPECTOR i3P1:1 L� CONSiTt11 MON BUILDING CONTRACTORS Jim Cosmadelis, President Telephone 631.433.2146 • P.O. Box 481 • Southold, NY 11971 • E-mail: jasmar03@aol.com 1 tJJJ �1 7 l a { e e''M � � .. ...... __.e...,..�.'. t �. �_r-✓ ;; t � � � ! - � .�` �� `f 3i��- a jwow �M Now 1 r .4! '4 S i �. r A Y y ¢ , •� 3 FIELD INSPECTION REPORT DATE COMMENTS'17 161 ,® Juv► L t�'i s✓ FOUNDATION (1ST) nA 0 g y --------------------------------- 'FOUNDATION (2ND) fit r � o ROUGH FRAMING& y �� PLUMBING iv n V INSULATION PER N.Y: STATE ENERGY CODE VWI FINAL ADDITIONAL COMMENTS . Cu /d — `.� °z d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 )� Survey Southoldtownny.gov PERMIT NO. ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application /� Flood Permit Examined 16[ 0C ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,2010 Mail to: � ✓� � Disapproved a/c Phone: E ion` 6 r ° D Ism �1 ,�� B ldin ector, OCT 1 7 2018 IL"�' • APPLICATION FOR BUILDING PERMIT r, Date, 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule:, b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall•be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age , architect, a gineer, general contractor, electrician, plumber•or builder Name of owner of premises I Z1AJ L� T (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 r posed work will be one: House Number Street Hamlet County Tax Map No. 1000 Section Block,, 0 � Lot �Jr> Subdivision Filed Map No. --Lot \ 2. State existing use and occupancy of premises d intended use and occupancy of proposed construction: a. Existing use and occupancy (, - r A4 1 b. Intended use and occupancy �� ��/ c�"1���'�Q-dy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed rancy, 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 4: . Rear , Depth Height Number of Stories ` 8. Dimensions of entire new construction: Front Rear ""1 Depth Height �N�rnb�of �i�' l�� ,y... 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 U`+0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NOY, Will excess fill be removed from premises? YES NO 14. Names of Owner of premises "-S Address Phone No.1160S�� S � Name of ArchitectAddress Phone No Name of Contractor J'Al A IZ Address Phone No.(;3 6 N/1' 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 * 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 NOJ(_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5v' C being duly sworn, depo NNi °d= t pplicant o � (Name of individual signing c n ct)above named, IVo.01 6U6185050 Qualified in Suffolk County (S)He is the ;C4 Commission Expires April 14,2 j U (Contractor,Agent, torporate 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 thi 1 day of 6 U4 20 Notary Public V r i scant Scott A. Russell ,��'�� STORAW AXER SUPMVISOR MANAGEMENT soon- OLD MVM -11.O.Box U79 WM Main ft.-d-SOUMOLD,k&WYOfM nM Town of Southold CHAJqER 236 - STORAWATER MANAGEMENT WORK SIEET ( TO BE COMPLETED BY THE APPLICANT) DOES TM PROJECT IWOLVE ANY of TM I±OLWAVITG: Yes No (CHECK 4L nJAT AMY) ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 240 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance- D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ® E. Site preparation within the one-hundred-year floodplain as depicted on'FIRM-Map of any watercourse. [j F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval:of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to @1 of the quest t;:ns fie, Pt Complete the Applicant section below with your Name, Signature,Contact Iftrmatton,Date& County TaX Map Number! Chapter 236 does not apply to Your pro3ect. If you answered YES-to one or more of the above,please submit Two copies of a Stormwater Management Control Ilan and a completed geek List Form to the Building Department Wyam Permit Application. APPLICANT. r1L-Zj+VJ1jf?-j Prof.mk Agent,CoMuctor.Oth=i S.C.TA4. 1000 1' 36 DindaNAME `7/ Dir 05 o �(Of section Block Lot FOR BUILDING oEPA TIi1;NT USE ONLY Contact Udbmotiom Reviewed By: — — — — — — — — — — — — — — — _. — — Date. Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. -315- 4'j rZ Stormwater Management Control Plan Not Required. Ir/ 0/" — — Stormivater Management Control Plan is Required (Forward to Engineering Beparitnent for Review.) FORM 0 SMCP-TOS MAY 2014 DoV 'P- , ow D G DEPARTMENT- Electrical Inspector s�F 'rte �, L1 TOWN OF SOUTHOLD MAY 1 3TMI Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �4,� 1 , �ahone (631) 765-1802 - FAX (631) 765-9502 TOWN 03.?SO r-' ""wVroger richert(a_town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION [REQUESTED BY: Date: -/j - / 7 ompany Name:ame: / License No.: �3 y/ `�- /`'1 email: f�' n ( %ne- ✓ Address: ' aa)'o.�-�� Z-,-, , <<0"? �c Phone No.: -2 3 JOB SITE INFORMATION: (Alf Information Required) Name: Gt f A Address: 7),e` Cross Street: Phone No.: Bldg.Permit#: /-/3 / 72) email; Tax Map District: 1000 Section: O Block: Lot: BRIEF DESCRIPTION_OF WORK (Please Print Clearly) o•'' Circle All That Apply= Final Is job ready for inspection?: f NO Rough 1 Do you need a Temp Certificate?: YES ( NO issued On 60 Temp Information: (All information required) 1 Ph 3 Ph Size: = # Meters Old Meter# Service Size New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.Xts 5\ ��su��otx�P Town Hall Annex £ Telephone(631-1802 54375 Main Roado _ Fax(631)734-9502 P.O.Box 1179 Co z Southold, NY 11971-0959 BUILDING D_-EPARTMtNT NOTICE OF UTILIZATION-ORT �'1�RE CQNSTRUrCTLN, PRE-ENGINEERED WOOD-CMSTRUCTION ANBIOR'TtMBER CO,NgTRUCTION Date: d Owner._ 13/- L 0 Uy Location of Properly: Please take notice that the(chec#k ap '�" inline): New residepfial AmptEtre .:=rk Addition to existifi9=rb%dent1al structn-e Rehabilitation to ars-bWsting.residenf A sWef�u� V to be constructed or perkmed atftie' it l c i' i se i ice above will Utilize r tot art t+•- a8:• p!•'.s. .t. :ws (check applicable line): { Truss type constfrl<tioir Preen sneered -` g woQdo :' Timber construction in the following location(s)(check applicable line): Floor framing, indudirigit&r$:a�d.bdal�ts(� Roof•fcamigg(,R)' Floor and roof "ming-(FR) Signature: ` Name (psrsor:subrraittirtg this forro�: Capacity(check applicable line): Owner - Owner representative TrussResReg15.d0cx Effective 1112015 oF sovey®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road 41 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® iQ BUILDING DEPARTMENT TOWN OF SOUTHOLD October 11, 2019 Spiro Balaouras 211-02 75t' Ave Bayside NY 11364 Re: 315 The Short Lane, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate-,515t Peed -b S2-k Op �'v &l :1;0spee,- ui - A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 43172 -Additions/Alterations REVISIONS: APPROVED AS NOTED DATE: B.P.#_Aa7_;, FEE: BY: COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & TOWN CODES 765-1802 8 AM TO 4 PM FOR THE AS REQUIPED AND CONDITIONS OF FOLLOWING INSPECTIONS: : �c 1. FOUNDATION - TWO REQUIRED - FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING , ES 3. INSULATION 4. FINAL - CONSTRUCTION MUST ' ' ' TRUSS � lS� BE COMPLETE FOR C.O. UEU i^ s�.i$ vilti�a yc �v�RL� ALL CONSTRUCTION SHALL MEET THE 2�5 00+ i o ra �� REQUIREMENTS OF THE CODES OF NEW 1 YORK STATE. NOT RESPONSIBLE FOR p .-- DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR C) i LSE IS U1�'] AVV !j,L 1 � WITHOUT CERT li- �A I E RETAIN STORM WATER RUNOFF T HPURSUANT TO CHAPTER 236 OF OCCUPANCY" L O N G > N A Y OF THE TOWN CODE. � All exterior lighting ►-� installed,replaced or repaired shall conform 1 °� to Chapter 172 Tu14�"' 'door �f the p ' cnd ductrrorl: oe:►r't�'ade testing requared. O 1 Q O iqq 5 ^ � ELECTRICAL I---1 INSPECTION REQUIRED 1 30 02+ i 1 4.l 361 � 1 0 0326l4 O v� OZi / �••� 3 to PROPOSED b'(P � i � � •p 5T0�� / WEL DEEP DRY i 0, cz 5TOGKPILE 0 cn AREACIS i ct W 300 S.F. +/- i �" ct S6 2 PROP REAR STOOP . r� 1 ? 1 OEXI5T DRIVEWA0 E 040Y ED4t 9 q v 1N tiiJ, oo .Q o2 va STORM WATER MANAGEMENT RETAILS v L �� �+ W i `30 02N.T.S. N * s, N -�— \ 02 339 kQ QQEE QIITTER STANDARD 5" M `I( NOTES: 1 Ir i I. EXECUTION: VO 1� l / a. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN cn ��®�®��� S��Ee ���� PROPERLY PRESERVED. SCALE: 1' = 10'-0" HAY BAY w/ SILT FENO I NG 2. PREPARATION: N LOT AREA: 21,375 5F � a. GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLAIfION. H b. PREPARE SURFACES USING METHODS REGOMMENDEID BY THE EXI5T HOUSE: I,g25 SF LIMITS OF CLEARING TO I 1 DRY WELL5 TO BE 10' MIN. MANUFACTURER FOR AGHIEVING THE BEST RESULTS FOR BE NO MORE THAN 20' AWAY FROM HOUSE SUBSTRATE UNDER THE PROJECT CONDITIONS. PROPOSED HOUSE: 2,330 5F FROM PROPOSED WORK 0 0� G. PAINT CONGEALED METAL SURFACES 4 SURFACES IIN A5 INDICATED ON 51TE a a CONTACT WITH D1551MILAR METALS WITH PROTECTIVE u PLAN BACKING PAINT, 3. INSTALLATION: a. PERFORM WORK IN ACCORDANCE WITH THE GDA HANDBOOK 4 517E- PLAN �A7A: ROOF AREA: 615 5.F. THE DRAWINGS. BALAROUS RESIDENCE 2" RAINFALL per HOUR GALL: 615 5F X .167 = 102 GF b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" FOR 315 THE SHORT LANE _ EVERY 40' OF RUN. EAST MARION, NEW YORK PROVIDE (1) b'4) x 3' DEEP DRYWELL (126.66 G.F. EA) G. SHEET METAL JOIN LENOTH5 WITH WATERTIGHT JOIN75. d. GOPPER/LEAD: FLASH 4 SOLDER GUTTER5 TO DOHN5POUT5 TOTAL DRYWELL CAPACITY: 126.66 G.F. 4 ACCESSORIES. TOTAL SITE AREA: 21,35 5F e. ALUMINUM: RIVET 4 CAULK WITH A BUTYL SEALANT SLIP TOTAL AREA WITHIN GLEARING LIMITS: 425 5F JOINT CONNECTORS. f. CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM A5 DRAWN: VC/MS LOCATION OF ALL PRIVATE WELLS WITHIN 100': NONE INDICATED, SEAL CONNECTION WATERTIGHT. SCALE: TEST HOLE LOCATION: N/A 4. PROTECTION: JOB#: C1. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF September 14th 2018 PROJECT. SHEET NUMBER: b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. S- 1 REVISIONS: CLEAN SAND SHOULDER � - AREA. TYPICAL EXISTING ASPHALT ROAD SURFACE. FLOW � __/ 181.0"MAx. C. t0 C, MANHOLE DETAIL GRADE _-1111= CAST IRON INLET - FRAME & SOLID GRADE LL m I I11= - —r- o a COVER TO GRADE. = 0 z F- GRADE -- IlF- oo Q �0 °ooa o a o � �/i/;-- j � �/ ; / �T ° q O O o Q q C CLEAN GRAVEL FILL. I I / j Zp W J BRICK MAY BE: USED TO REINFORCED, 4,000 PSI �0 D o q D / 1 r f _ LL a — p FILTER CLOTH I I / f 4 44- s''MIN, ADJUST CURB INLET CAST -'-- "-"" TRAFFIC BEARING = 0 0 0 0 I 1 IRON GRATE �'c FRAME TO ° - ---- ° CONCRETE SLAB o 0 Q I 1 " °o ° D D�°� SLOPE ;A,r 4 VERTICAL SURFACE ELEVATION A 36" ° o o �-r�� MAXIMUM OF 12 INCHES. 48 REINFORCED 4,000 PSI o d Q o00o UNEXCAVATED SOIL FACE PRECAST CONCRETE c�Da Q �o do G0� o (IIII i i 6„ CATCH BASIN 0 0 � D a 0 =MTI 1 1 �� D a 0 0 0 0 �1JJ=11111 � � STANDARD STEPS O 6„ a 0 a D Q a 0 0 0 -1TI v _ BEDDING DETAIL PERSPECTIVE VIEW © 16" O.C.-T, " Ill1J=IIIII�111 ° 1J11J- IIIIIllJJ-1lIiI �!1 a"THICK PRECAST FRENCH DRAIN DETAIL MIN. 6" WASHED CONCRBEARING SLAB. FIC EXISTING GRASS ANGLE FIRST STAKE TOWARD � -- �Z_ rr BEARING SLAB. Scale: NTS 36 MINIMUM 2 x 2 STONE BEDDING SWALE AREA �/, � �—� � PREVIOUSLY LAID BALE. GRASS SHOULDER _ \ �' FENCE POST AREA. TYPICAL CAST IRON INLET Z_ Q� CURB INLET DETAIL GRADE GRATE&FRAME �� CAST IRON CURB INLET _ — GRADE FLOW_ �? n WOVEN WIRE F W REINFORCED, 4,000 PSI GRADE GRATE & FRAME. III _I = _ ��7 - 6 x 6 - 10 / 10 WWF �, -- ( ) �-' TRAFFIC BEARING � CONCRETE SLAB BRICK MAY BE USED TO = I II—II �if � / �� n FILTER ° ----�-o ADJUST CURB INLET CAST ----I �L �� REINFORCED 4,000 PSI _ �f J-/ - �? _ O IRON GRATE & FRAME TO , - CV PRECAST CONCRETE 26" SURFACE ELEVATION A _ ®® M ® ® ® ���- ,L �� -i SCOP CATCH BASIN ° MAXIMUM OF 12 INCHES. —�1 ® ® ® ® ® ® / Z 6" 48 - j, � I FROM 5'-0" � ®® ® � � O To 20'-0" ®® ® ® ® \-- CLEAN GRAVE .ANDS _ _�� - ��i �-� BOUND HAY BALES EMBED FILTER GRAD I� - PLACED ON CONTOUR MIN. 6" INTO GROUND Q 8'DIAMETER x 8'DEEP PRECAST CONCRETE ®® ® ® LEACHING RING. z MIN. 6" WASHED4 ®® @ ! 2 RE-BARS: STEEL PICKETS ORCID STONE BEDDING a ® ® ® I I)I= 2" x 2" STAKES 1.5' to 2' IN GROUND. NOTE: ®® _� DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA SLAB DETAIL 26" HAY BALES. 1/2 ACRE / 100 LINEAR FEET CLEAN SAND&GRAVEL 4 =I ANCHORING DETAIL REINFORCED TRAFFIC iv GROUND 48"' 6„ BEARING CONCRETE SLAB WATER SECTION DETAIL U 60 d ° NOTE: THICKNESS AND 2'-0 Min. 8'-0"Dia. 2'-0"Min. REINFORCEMENT FOR SOIL STRAW BALE DICE DETAILS AND TRAFFIC LOADING BY SILT FENCE DETAILS p p AN ENGINEER Typical Section @ Leaching Pools SCALE: NTS • .-� f.- ---60"� GRASS SWALE DETAIL Scale: NTS SCALE: NTS a 3 z STANDARD PRECAST CONCRETE CATCH BASIN C� (5 FEET TO 20 FEET IN DEPTH) O M Cd ct w c� 50' MIN. 8"THICK REINFORCED CONCRETE TRAFFIC BEARING SLAB24"DIAMETER BUT SUFFICIENT TO KEEP CAST IRON INLET SEDIMENT ON SITE 2" ASPHALT ROAD SURFACE ON z GRATE&FRAME z �,v r EE 4"COMPACTED RCA BLEND. w r; i i HAY BAIL AND/OR E TYPICAL >C x i SILT FENCING - - _ tp. 00 Cu u LL T X L\ PRECASTCONCRETE � v O CHIMNEY 5 w CO C" m o I. Q pry, , v 0 cis �w o v 0 � _ =j 's 18"TRAFFIC BEARING Q . a- v a adpoq ® ® ® ® DRAINAGE PIPE.TYPICAL .b oGaPLu N H U) 00 oe° — 10'DIAMETER x 4'DEEP Lu W �jjjJ ® ® ® � PRECAST CONCRETEo C" I LEACHING RING. pg-y.g `+ ��_ �a o°�o_q° _� ,,�.� CONSTRUCTION ENTRANCE•FOUNDATION OF COMPACTED b°�Go°w c o".� b.�Y 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. ! I o� FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. Cn GBo:oo. CLEAN SAND& 4 GRAVEL FILL. oraa � ro°�a° H N GROUND __ d C°j o0 ob•oo0o r ' WATER v CLEAN SA 2'-0"Min. 10'-0"Diameter 2'-0"Min. GRAVEL FND& PLAN VIEW N Typ'tcal Section Leaching Fool Scale: NTS u EXISTING GRADE U UJ CONSiTRUCTION ENTRANCE-FOUNDATION OF COMPACTED HAY BAIL AND/OR 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. SILT FENCING FILLT1018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. CROSS SECTION �S��RED ARC' �Ev IN �0 DRAWN: VC/MS * . { SCALE: TEMPORARY CONSTRUCTION ENTRANCE �. JOB#: N / August 9th 2018 SCALE: NTS 9J. 22 39}9 SHEET NUMBER: Q- ccOF N E\N'�O S-2 REVISIONS: EXIST EXIST GARAGE SLAB C7ARAC7E SLAP — — EXIST XIST — � I UP I � � EXIST EUIST BASEMENT d ° P � PASEMENT ° EX15T 2x8 EX15T 2x8 ° EXIST 2x8 EX15T 2x8 � / EXIST 2x8 GJ @ 16" I EXIST 2x8 GJ @ 16" GJ © 16" I GJ @ 16" /EXIST 2x8 GJ E 16" ° XIST 2;:8 GJ @ 16" / EX15T 2x8 GJ @ 16" GJ @ 16" / GJ @ 16" / EXIST 2x8 GJ 16" O.G. w/ BATT INSUL O.G. w/ BATT INSUL I O.G. w/ O.G. W/ I O.G. w/ BATT INSUL 1 8 O.G. w/ BATT INSUL O.G. Al BATT INSUL O.G. wl O.G. w/ O.G. ��/ BATT INSUL X. BATT IN5UL d). BATT INSUL X. O O BATT INSUL 'D BATT INSUL O ' EXIST L.G. N c n'- N �' EX15T L.G. N tx �� tY cN tz EX15T m o ry o m Lu EXIST w w w N BOILER (VIF) 0., �� N BOILER (VIE) m L m X'LU w. w W� Q x CIO I I W LU LU W EXIST OIL U) 0) EXIST 8" THK PG 4 EXIST OIL NEW 36 WIDEEXIST b" THK FG TANK X FDN WALL d FT6 TANK X DN MALL & I=T LU - BELOW (VIF) w ACCESS HATCH BELOW (VIIF)TQyy+ — "V PIN NEW FTG to EX15T FTG A5 5HOAN d O 50'-2" p) NEW 4" BEAM PKT TO EX15T FDN WALL w/ #5 R/B (MIN 5" F---� N'cz (NP) I EMB) w/ EPDXY @ 12" O.G. VERT (TYP) I- - - - - - - - - I °;• NCS M--°I cz Q - - — — — — — — —I p.0 II Q A A NEW 2x8 GJ @ 16" NEW 2x8 GJ @ 16" O.G. w/ R-30 BATT i i O.G. w/ R-30 BATT NEW 8" PG FON WALL w/ BITUMINOUS N I INSUL INSUL EXIST STAIRS 41 COATING, REINFORCED w/ THE DECK ABOVE I I - I FOLLOWING: NEW 4" LG w/ WELDED I PROP (2) #5 HORIZONTAL R/B @ 20" O.G. ((MIN 2 COVER) d #5 VERT R/B (HOOKED INTO TOP I BASE PLATE CRAWL SPACE 1 I I FTO) @ 48" O.G. 12"x24" PG FTG BELOW w/ � (3) #4 REBAR EACH WAY ��W NEW 4" PG SLAB w/ (1) V LAYER 6x6 1% MM 8 (1) _� . ° I NEW 8"xl6" PG FTG (MIN 36" DEEP) w/ (2) NEW 2x8 LEDGER D LAYER OF 6 MIL PV #4 R/B 8 2x4 KEY AS REQ � _ - - - - - - - - - - - - - - - - - - - - - - BOARD w/ %%) LAO �I VAPOR BARRIER I �. L_ BOLTS @ 32" O.G. — — — — — >-' EXIST SAS M NT 'ALAN SEW o v, o SCALE: 1/4" = 1'4' i w O GGA 1 m [�� ct z o DEGKINO �n i —PROP 2x8_ /'`� M - GIRDER 0 W ----------------------- cc3 �\ - --------r\ m MM i= i EXIST FDN to REMAIN O 77 EX15T to be REMOVED NEW 12%) PG SONOTUBE (MIN 36" B.G) w/ 4x4 AGQ P05T r---I (TYP 4) i Q 1 NEW FDN GON5TRUGTION L---1 II'-I" 25'-0" EXIST BAS MEN7 PLAN SCALE: 1/4" = 1'-0" m N E cn cz O O `- x Lo�++ NEW (3) II-1/8" 41 LVL RIDGE w/ CONTINUOUS VENT ,n U 4 SETS OF NEW (2) a, 2x8 TIE BEAMS (EGL NEW R-30 5PCD) w/ (2) W'(P BATT INSUL N l v LAG BOLTS @ EA 12 w END NEW HVAC DUGTWORK NEW 2x10 RR 8 16" O.G. w/ Y2" GDX PLWD, 15# FELT, 235# ASPHALT SHINGLES, d ICE-5HEILD ENERGY GALGS UNDERLAYMENT A5 REQ r - EU NEN Yw�tYLs N Proposed Roof/Ceiling Vault- R30 Cathedral Ceiling 370 ft2 30.0 0.0 0.034 13 p d NEW 2" CLOSED CELL SPRAY FOAM & R-15 5 71 1 GLOS - i•Existing First Floor Flooring Area All-Wood JoistfTruss:0... ` 405 U30.0 0.0 0.033 13 N - BATT 15UL - T:-Existing First Floor Wall Wood Frame, 16" o.c. Unspecifi... _�; 424 ft2 15.0 0.0 0.077 20 � NEW 3�4 COX T84 SUBFLDOR + LU EXTERIOR WALL CONSTRUCTION: w/ FINISH FLOORING PER !-New Windows Vinyl/Fiberglass Fram... Unspecified 125 ft2 0.28 35 0.40 H NEW 2x4 STUDS @ 16" O.G. w/Y2" COX HOMEOWNER PLYWD, TYVEX VAPOR BARRIER III 1 d New Exterior Doors (Glass) I Glass Unspecified 40 ft2 0.28 11 0.40 NEW VINYL SIDING (MATCH EXIST) s NEW 2x8 GJ @ 16" O.G. wl NEW 2x4 51LL PL w/ Vb" R-30 BATT fNSUL OIRDERn 2xl0 ANCHOR BOLT @ 32" O.G. (MIN TOTAL: q2 (10.70 BETTER THAN GODE) cU 4" EMB) MAX ALLOWED UA: 103 GRADE •'� PROP NEW 4" LG w/ WELDED CRAWL SPADE TOP 8 BASE PLATE d NEW 8" PG FDN WALL w/ BITUMINOUS J 12"x24" PG FTG BELOW w/ I: - GOATINO, REINFORCED w/ THE (3) #4 REBAR EACH WAY FOLLOWING: (2) #5 HORIZONTAL R/B @ 20" O.G. (MIN 2 COVER) 4 #5 VERT R/8 (HOOKED INTO E FTO) @ 48" O.G. NEW 8"x16" PG FTO (MIN 36" DEEP) w/ (2) ��G � 'S' DRAWN: VC/MS ' . �� SCALE: #4 R/B 2x4 KEY A5 REQ SEGTI®N "A—A" ;y JOB#: NEW 4" PG SLAB w/ (1) LAYER 6x6 1011(o SCALE: 1/4" = 1'-0" N ' N August 21 st,2018 l^1WM d (I) LAYER OF 6 MIL PV ARRI�R SHEET NUMBER: 2339 Q- F�F N E �O A- 1 REVISIONS: EXIST PROP (2) 11-7/b" EXI5T LVL HEADER \ — EX I 15 (� EX15T GL ON � i F EXIST G \ST DN U — -- - NEW 4x4 RIDGE EXIST KITGHEN REF (RENOVATE FIXTURES & {QEF 7 0 I POST I GABINETRY per OWNER) GEILIN6 EXIST i PROP (3) 11-7/8 \ \ \ BEDROOM LVL RIDGE EXIST EX15T 4'-0" BEDROOM O EX15T GEILINC� I EXIST I 12 BREAKFAST BAR— _ @® ® _ DEN I ------- — ------ ®®�®® EXIST DEN KITGHEN --- di EXIST --- — 1 \ /o PROP POT I LIMIT i - N F/P N EX15T rEIL1 OF VAULTED \ FILLER GEILIN6 4 SETS OF NEW (2) PROP E--1 2x8 GT EOL _ CABINETS A F ABOVE .� DWII — -- � O � � -� �--• EX15T PROP PENDANT �_ EXIST -- - _=_ = LIGHTING -- a A 4 SETS OF NEW (2) i4'-3" ol A EX15T A-I 2x8 GT (EGL SPGO)., A-I ON SET @ 10'-6" AFF ^~ — ——————---—————— — Q Lu \ < dJ EX15T �� m' � ; 'w "' w N N N cD ^ = d DECK _ 0- ,q- Q N N � n / a PROP 2x10 RR @ I � PROP 2xiO RR @ CL 16" O.G. w/ R-30 cz SQ > 16' O.G. w/ R-30 =N ~ Q BATT INSUL W,� BATT IN5UL ate' ------ ------------ :7 4 SETS OF NEW (2) 2x8 GT PROP (EGL 5PGD)., SET @ 10'-6" AFF ADDITION 4J CL o � Tn) 0PROP (2) 13/4" x iy' ciy2" LVL HEADER a PROP (3) TH54410 W (3) THT3415 z r4 II PROP WOOD TRANSOM ABOVE 35'-Q'I 20-O 13-q V� o STOOP �� PROP (2) 13/4" x q y�' 50'-3PROP 4R LVL HEADER `n ON O c NEW 36" HIGH ct W HANDRAIL ^'.4 ct EX157 F I R57 FLOOR FLANpq SCALE: 1/4" = 1'-0" 8'-O" 16'-O" 01 25'-O" 01 Y `^I BALL LEGEI D: EXIST to REMAIN FROF r—I RS7 FLOOR FLANI m � o , EXIST to be REMOVED SCALE. I/4" = I'-o" M PROP WALL CONSTRUCTION pa cn 0 . u 0 v cc 0 ctu � x U rnco 00 o W t~ r. W U r Ocn NEW WALLS, ff ROOF NEW WALLS, & ROOF RAFTERS w/ INSULATION NEW PENDANT RAFTERS w/ INSULATION LIGHTS 77 CV N L Lu uj ❑ ❑❑ ❑❑ jZD c0 NEW KITGHEN ISLAND NEW FJs W INSULATION \ \\ NEW FJs w/ INSULATION l E D,q�, C A �\ GRADE GRADE CO � E VIN S DRAWN: VC/MS i N SCALE: JOB#: INT u INTERIOR ELEVATION "A—All IN7ERIOR, n ELEVATION —Bn N 0 µ� `� September lath,2018 2 9 SCALE: I/4" = i'-0" SCALE: I/4" = I'-0" �� 2 3 COQ`" SHEET NUMBER: OF N E� A-2 REVISIONS: i i i I I - _ --- _- ---- - _ AN61 I T-LLL LULLULLI WT3415 -ILL I N I I ,&,' ,, I,, , , -LLLLjI N=H _ Ir IE-LJ EXIST EX15T �I j--T S OEXE�.I T jTW34410 --,I [� LILALILL LiLiLLULLIM L"Ll -- -11-11� I I I —7 LLLLiLL l 1l dLlLdLuLLl II II i LUAULLLJ -iji I I T H�I I ' W II III I I I I I I I I I I I � W dil L III L,I mil I I r� ;�CI�� REAR L � BION FROF REAR L \/A71ON O r.LE: 1/4" = 1'-0" SCALE: 1/4" = 1'-01' H NEW CONTINUOUS RIDGE VENT NEW ASPHALT SHIN67LE5 V (MATCH EXIST) I I lIJ rr�� LL `J a� p 4z NEW VINYL SIDING (MATCH EXIST) C�3 U Lu NEW WOOD STOOP W/ 36" O M HICH HAND RAIL J c� W LN—E WCt Ill I I 0 EXIST RI6H7 LAY TION ' � FROF RICHT EL YA,7ION m P SCALE: 1/4 = I-0 X �' � " t' o SCALE: I/4" = I'-0" � � � � W O v � u 0 V rn N � � v o W C!) — W I � co - d a I N LLL I I U ILLLLL NEW LJIL 1I I ULLU iLLL iL Lj 1 ll 111E \5� E DRc v Iry Q y DRAWN: VC/MS SCALE: JOB#: � August 9th,2018 '9� Q- EXIST LEST LE�IATION f=RoF LEFT L NATION 39 0 SHEET NUMBER: SCALE: 1/4 I'-011 �� NE�� A-3 REVISIONS: ATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS , iP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 130 C SEVERE 3 FT. MODERATE SLIGHT TO 11 TO HEAVY MODERATE 15 YES�?, I I i I I I RAFTER CRIPPLE STUD • DECK AND COVERED PORCH NOTES: LEDGER •• • 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RiDGE HEADER All fasteners,hangers and anchors to be galvinized or stainless steel. • 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored RAFTER JACK STUDS Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 3).Posts supporting girders shall be anchored to a minimum 24'x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. RAFTER-TO-LEDGER CONNECTION O LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POSTISTUD CONNECTION 4).Deck joists to have blocking at 8'0 o.c.. F--� RIDGE-TO-RAFTER CONNECTION RAFTER SiZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5).Flashing shall be installed between the building and ledger. Lapping up the sheathing DCATION USP"NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 ISga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-I/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at 16"o.c. ROPF ISTA24 1-1/4"X24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 IBga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD T— 6).Concrete piers shall be a minimum 6"above grade. w 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s), RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER for any contact with ACQ. 0 • POST F---I TOP PLATE HANDRAIL NOTES: H TOP PLATE All required handrails shall be of one of the following types H or provided equivalent graspability. i--1 WALL STUD RIM/DECK JOIST o 1).Type 1. Handralls with circular cross section shall have an WALL STUD o outside diameter of at least 1.1/4 inches and not greater than 2 Inches.If the handrail is not circular It shall have a RAFTER TO PLATE!STUD CONNECTION perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of RATER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-i/4 Inches. LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RTI 5 TYDOWN ANCHOR CONNECT EACH POST-TO-DECK CONNECTION Type It.Handrails with a perimeter greater than 6.1/4 2). 4"-6"RAFTER R710 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE � EACH RAFTER CONNECT OVER inches shalt provide graspable finger recess area on both USE MiN {2) 1/2"DIAGALVBOLTS WITH WASHERS AND NUTS CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD sides of the profile.The finger recess shall begin with a (� B"-12"RAi TER RT20 21-1/8"x 20ga.TYDOWN ANCHOR . . . distance of 3/4 Inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least SA6 x Inch within 7/8 inch below the widest portion of the , profile.The required depth shall continue for at least 3/8 0 Inch to a level that is not less than 1-3/4 Inches below the tallest portion of the profile.The minimum width of the Q� handrail above the recess shall be 1-1/4 inches to a �'�/ GIRDER/HEADERmaximum of 2.3/4 inches. Edges shall have a minimum radius of 0.01 inches. O GIRDER/HEADER NAILING SCHEDULE JOIST POST/COLUMN ° o a Q c o ROOF SHEATHING: ct W POSTVCOLUMN JOINT DESCRIPTION NAIL NAIL NOTES CC3 QTY. SPACING M RDER/HFADEF; STRUCTURAL PANEL $d AS PER TABLE 3.8 F-�--i WFCM-SBC POST-TO-GiRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAiL NAIL NOTES SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PB544/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN QTY- SPACINGRAFTER 70 8'WALL: 3-8d COMMON EACH 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POS-TO-TOCONNECTION HOLLOW COLUMN SIMPSON STRRi/2 H.C. ANCHOR APPLY TO EACH COLUMN CEILING JOIST 8'WALL: 3-8d COMMON EACH o )1ST TO DE:R/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MiN.(2) 1!2"DIA.GALV. BOLTS WITH WASHERS AND NUTS TO 70P PLATE 10'WALL:48d COMMON JOIST TOE-NAIL E CEILING JOIST TO AS PER TABLE 3.7 EACH FACEM v PARALLEL RAFTER WFCM-SBC LAP NAIL X u ocn a CEILING JOiST LAPS AS PER TABLE 3.7 EACH FACE ro rn M o OVER PARTITION WFCM-SBC LAP NAIL p `�° Q•v STUw ' TOSBC LRAFTER AS WFCM 4 ACH FACE BEA ND NAIL c, BEARING PLATE GIRDE00 R BLOCKING 2 -8d COMMON EACH TOE w° TO RAFTER ND NAILIT ,C It • RiM BOARDEACH ENDc° " co WOOD.101ST TO RAFTER 2-16d COMMON END NAIL ,r, U ;::;- M ••,`«• WALL FRAMING: °J GiRDER/HEADER II iI CONCRETE PIER JOINT DESCRIPTION NAIL NAIL NOTES, w p-+ QTY. SPACING WOOD.)01ST • TOP PLATE TO 2-16d COMMO PER FACE NAIL • TOP PLATE FOOT ' TOP PLATES AT JOINTS FACE �• INTERSECTIONS 4-16d COMMO EA.SIDE NAiL FLUSH JOISTS WITH Hl ADER/GIRDER DOUBLE 2x • c11 STUD TO 24" FACE 1 (MINIMUM) 2-16d COMMO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH STUD O.C. NAIL I 1 FOR HEADER HhADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE THE PROPER STEEL CONNECTOR LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS 1 I OR BEAM i6d COMMON U TO ALLOW FOR SHRINKAGE, ROD REQUIRED 1 I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPi.Y TO EACH PIE PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAiL BOTTOM PLATE TO: PER 4e s FLOOR JOIST.BAND JOIST, 2.16d COMMO FACE NAIL N 1 I END JOIST OR FOOT BLOCKING l— THREADED ROD DECK FRAMING: CNW COUPLER NUT JOINT DESCRIPTION QTY SPACING NOTES NAIL STRINGER POST JOIST TO: 4-Ed COMMON PER TOE � 016 MINIMUM SILL,TOP PLATE OR GIRDER JOiST NAIL (Z)THRU- END DISTANCE BRIDGING BOLTS 2-8d COMMON EACH TOE P244 POST a , TO JOIST END NAIL BLOCKING EACH TOE ANCHORr ac 16TREAD sy PIER ' : O • - MINIM M . � "Cgs. 4 • „ TO JOIST 2-8d COMMON n • I .,, .O ENS NCE 12 x12 xl2 „ END NAIL ' • s •' '• ^ BLOCKING TO: EACH TOE SILL OR TOP PLATE BLOCK NAIL RAE CONC.sue w a :.. 's' •�� CONCRETE FOOTING > 3-16d COMMO (AS REQ,) �Q•.p° .�0 � s �� � a � LEDGER STRIP EACH FACE a t 8•dia ,a>�a DECK PIER " • " TO BEAM3- 16d COMMO JOIST NAIL V-0e e PIERCONaQ , ` eERPUW HOLLOW COLUMN UPLIFT JOISTTO BEAM ER PER TOE JOIST NAIL �5 ERE �C DRAWN: VC/MS 3-8d COMMON '� ..rdo P Nov. SIMPSON STRONG TIE MODEL STRRi/2 EV IN DECK POST FTG.CONNECTION BAND JOIST ,� �� Sky �. SCALE: INSTALL AS PER MANUFACTURE'S RECOMENDAT10N5 3-16d COMMO PER END � � � t LOCATION USP NUMBER DESCRIPTION APPLiCAT10N TO JOIST JOIST NAI JOB#:v BAND JOIST TO: PER2.16dCOMMO TOE SHEET August 9th 2018 NUM 1L '`' Yr 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT BER: O 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING t t om} � 339 �0 NEW� A-4 REVISIONS: NN TI N AND CONSTRUCTION DuUIND �� AD PATH C0 E� a USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE RIDGE • HEADER LEDGER BATHTUB • . ' DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS O 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 (2) JOISTS. UNDER WALL. Q� 2Nd. ADS5 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 RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E 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 BLOCKING 024"OC It PF it Pw WALL STU D THROUGH—ROOF EXHAUST VENTS SELECTED AND QI LOCATED BY CONTRACTOR METAL. STRAP CRICKET AT TOP—SIDE OF •• VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN O VENTILATION WOOD JOIST ' of " ' r " • ' `` ' r " ' " SIDEWALL FLASHING ; M--•I FOUI4DATION '� - • �� '� • '� - TOP PLATE BLOCKING EGH ' FINISH WALL AND MOISTURE Zx4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"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 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 INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED HENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. . AND 50 A5 TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS •� de GAP TO PREVENT CAPILLARY » CONNECT TO ON ALL OPENINGS ACTION 4 — 6 RAFTER RT10 10-3/4 x 18go, TYDOWN ANCHOR w EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Q� INSTALL 4'0" O.C. J. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS V 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,• 0 ' 8" — 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL N ALL OPENINGS .' ,� KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ; If 11 ROOFING LAPS BASE a ' FLASHING 4 INCHES O Z o BASE FLASHING WRAPS CORNERS, RAFTER loo RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING ct SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT WOOD JOIST cn W .• op cz TOP PLATE CCd GIRDER/HEADER 10 SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD F-OOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C_ PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18go. 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 CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE T F IF ABLE, SET JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS C. CONFORM TO SLOPE / " 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 / 41 cn N PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD � v C71,o m v o � � u DBL. SILL PLATEga,I v TERMITE SHIELD 4 SUB FLOOR w ) � SILL GASKET WOOD JOISTS v NEOPRENE o TYP. CONC. FOUNDATION A CONIC. SLAB o C 6 MIL. POLY _ V GASKET �''r �.� ' 2X6 /2X8 CONTINUOUS WOOD PLATE 4 DAMPPROOF EXTERIOR . s I BOLTED TO STEEL BEAM WITH m 6MIL POLY ON EXTERIORy GRANULAR FILL f +n �, ; • � 1/2 DIA. BOLTS 0 48 �o.c. STAG. o ' V STEEL COLUMN I i n .+ ' rn V m 15, % ROOF JAC K ♦ �� `� r ° \ CONIC. SLAB �� �� STEEL BEAM C4 I~ v � � -. ' 'b r � ` a A = ANCHOR BOLT EMBEDMENT: 11, �. „ " w • ` I 4 x 1/4 x 8 STEEL y f , COMPACT FILL a'' 1 r BLOCK WALL' 159 '� . TOP AND BOTTOM PLATE ROOFING LAPS KEY'NAY FOOTINGV ' • 4 • FLASHING AT , WITH 1/2" x G" ANCHOR BOLT � o d- CONC. FTG. `p Q`p C o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP • w w ; Q ANCHOR BOLT CONNECTION 1/2" GROUT (USP LB PS58 OR B P583) 3" STEEL COLUMN + FOUNDATION 5/8- DIA. ANCHOR BOLT "" p d REINFORCING BAR ANCHOR BOLT CONNECTION / I I W DRAIN TILE • p • SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC U TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION " 0 TYPICAL CONIC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36 OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC 4e SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL H I T---SUBFLOOR CONIC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR G USE 2X8 STEEL BEAM U) FOR B LOC KOUT � • P.T. PLATE /ACE : �, W/ 6XB�WMM 1 I SLOPE 1/2" AIR �� I , �• r 4 DRIVEWAY --�. NOTCH JOIST AND ADJUST HEIGHT ' ' d!.' AT END AND `� 7 1 2` o •� •' ' WITH A NAILING PLATE IF NEEDED) d .p , [i . .• . , TO BE APROX. 1/2' OR HIGHER THAN ES OF WOOD Q • STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ' 4 ,�=--cx--:---s--=--: ' C d ! d •.Cyr A BEAMS �� D O 4 ► '• s � , � I �, a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" '4 L"6s'Q 6X6 W.W.M. +•, — — — pD ='�I * 4 .• °'•�D•'L1 I-I I I �I ° Ilk ° D Q Q 4 � ' 4 � O � �--SUBFLOOR MIN. a a !► n a t 4 r •p �.�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • 0',• ° T ��. A NOTCH EQUALS 1/4 DEPTH OF BEAM D ° ED t1 REINFORCING BAR , • ! 4 O•,�•° �p IST G\S q ��� DRAWN: VC/MS r D � REINFORCING BAR 4•. �" S�- �• SCALE: DRAIN TILE is" �' O ° VIN S 'S' / # STEEL BEAM c 12" ' •• OF CONTACT NATHOCONCRETE OR BEAM AT �— ` ^ • '--4t,; JOB#: e•! 3" PLATE (BOLTED T AB cul) �� 1s l TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •w °w SHIMS TO LEVEL BEAM , ^ � August 9th 2018 REINFORCE FOOTING WITH (2) 14 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM = SHEET NUMBER: GARAGE DOOR B LOC KOUT A 0 BEAM POCKET OF 39 E Q A-5 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE NYS UNIFORM CODE: 2015 EDITION PLAN CONTENTS: 1: "L� RAL Nuo"Q"kTES 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. NOTES NAiL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie Is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING (.ON STRU CTI ON 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 BUILDING HEIGHT (SEE PLANS) TOP PLATE t0 WALL: 4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 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 TO TOP PLATE 10'WALL- 4-8d COMMON JOIST EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below, rafters 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 wail top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL 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: meets current federal, state, county and local codes, ordinances and regulations, etc. Wali studs above and studs below a floor level shall be attached with uplift connections in COLLAR TAS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in lige with studs below, the TO RAFTERR WFCM - SBC END NAIL ATTICS w/o STORAGE 1Q 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 F� accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 �-� 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (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 A 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 GAURDRAlLS ANY DIRECTION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES 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 (DESIGNED FOR CAT.c) specific use expressed or Implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. 1n addition to spacing, TOP PLATE E 2 - 16d COMMONPER 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 Q, 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 1bd COMMON JOINTS FACE ROOF FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabratted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE � or exceeds manufacture's specifications and applicable codes. Type l exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO 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 Syme O l/2 inch sum wallboard on the Interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS ►--+ 7). The General Contractor is to consult with the owner for all built-in items gyp P lbd COMMON SMOKE & CO2 DETECTORS 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 Q 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK Q 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Q� FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIAt). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING I FOOT SEE NOTE: 1,2 GROUND WiND SEISMIC FROST WINTER 10ESHIELD FLOOD determine intended !heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided In table 3.14 shall be permitted to be increased when 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 20 LBS, 13o c SEVERE 3 FT. TO SLIGHT TO is YES - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS. SiLL,TOP PLATE OR GiRDER 4 - 8d COMMON JOIST NAiL U Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shallwith table 3.5. Window sill plates shall be have steel connectors to accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NOTES NAiL SPACING NAIL SPACING AT INTERMEDIATE o BLOCKING EACH TOE be Installed with #5 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 rade to be 2500 s.l.. Concrete to be 2 -8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 g P- TO JOIST END NAIL � C°3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SITE NOT>:5. 1 80TH FIELDS o Z > o Where a ride Is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12" Q.C. ( ) to be minimum 3-1/:. Inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON NOTE:2 FOR PANEL FIELD 6" maximum lifts Qaleers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL � � � o 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. Sd COMMON (� 4" O.C. SEE NOTES: 1,3 Ct 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one ct attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundaltion vent for every 150 sq. ft. of area. NOTES � 4.4 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE O M t 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL 03 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 ct the below grade pods ion 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, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SiLL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES " g 2). Tabulated 12 inch o.c. Wait spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAiL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. o 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.. M Z o CEILING SHEATHING. SHEATHiNGLOCATION NAILSPACiNG NAIL SPACING AT INTERMEDIATE NOTES 7 3). Floors, walls, ceilings and rafters to be spaced at 16 Inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buitdin and led ledger. NAIL NAiL AT PANEL EDGES SUPPORTS iN THE PANEL FIELD o m ^':~ otherwise. ) g „ g g JOINT DESCRIPTION �' �2.a Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS)4' EDGE ZONE $d COMMON @ 6" O.C. $d COMMON @ 12" O.C. O x o where needed. " NOTE: 2 FOR PANEL FIELD GYPSUM ? O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. 5d COOLERS '� � E Bearing wall 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.0 8d COMMON { 12" O.C. SEE NOTE: 3 0 °' m 6). Concrete piers shall be a minimum 6" above grade. 94 0 openings. LVL headers to have (3) jack studs and (Z) full length studs on each side of WALL SHEATHING: � � openings. Bearing wall window sills shall also have (2) window silt plates for 2x4 wail NOTES f f 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL u E openings between 41 and b 0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. 4-1 C• and blocking where applicable. QTY. SPACING N E v 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 1). For wall sheathing within'4 feet of the corners, the 4 foot edge zone attachment requirements shall W 5). All flush beams/headers to be Installed with heavy duty galvanized hangers and PANELS WFCM - SBC " be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16 OSB 6d COMMON3O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). Ali water supply, drainage and venting to be Installed as per N.Y.S. Residential PLYWOOD 6N O.C. FiELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS WALLBOARD 7" O.C. EDGE 6>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 Inches o.c. an plans. 10 O.0 . FIELD w" 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams (height to match floor joists) around stairwell and/o,. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ' P g g P F, other access openings unless otherwise noted (typical). FLOOR SHEATHING: U U 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAiL U provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION O i).PROVIDE 5/t3"TYPE-X SHEErRCKK FIRE SLOPPING A710'0 MAXIMUM DISTANCES TOR NON ACCESSIBLE AREAS. 8}. Dormers running up roof rafters are to be supported by double rafters on either side P q g P p Verify QTY. SPACING cn 2).USE SiMPSON HANGERS AND ANCHORS WITH Z-MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures s recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES OR LESS 8d COMMON12" O.C. FIELD E104 9). Provide biocking/bridging In floor joists at 8'0 o.c.. Use solid blocking In floor joists N ) p g applicable safety NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearin to all a licable codes and safe G : Fireblodcing shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to farm an effective fire barrier between stories.and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO iF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Firebtodcing shall be provided in wood-frame construction In the following locations. needed. 2). HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U y system q 1).In concealed spaces of stud walls and partitions,Induding furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal fumed spaces shall also be fireblodsed at Intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are-based on wall sheathing (feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblodcing In watts constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. " SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 Contractor and owner for final review and approval. Is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed verticat and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOiL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor 'oasts. Finished floor to be installed shear capacities, nailing requirements for structural REMOVE AND ADD ADDMONAL FILL AS NEEDED, E LECTRI CAL NOTES: members shall be doubled, or alternate connectors, 3).in concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be Installed as per N.Y.S. Residential Construction Code. DENSITY(PEP.ASTM D 698 AND ASTM D 1557). COMPACT THE -�tvRED,q SOIL AT 12"LIFTS(TYPICAL).CONTRAC'T'OR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor levet,to resist the free passage of Cy �Q 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and � C ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter, Z). When wall sheathing is continuous over connected TESTED 6Y A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. �C��,�Ev w 13 3 members,the tabulated number of nails shall be permitted Q- to have regular 1/2" sheetrock. All watts to be taped and finished. j.D O NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code � Q � � 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tot - lbd nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. * ; � DRAWN: VC/MS 14). All roof with a pitch less than 4:12 shall be installed with an ice&Water barrier or N.Y.S. Residential Construction Code. i4 SCALE: approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM JOB#: '9>, O �L, �`"' � August 9th 2018 torch down type material over. F 39Q� SHEET NUMBER: W OfNE � 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. A-6