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HomeMy WebLinkAbout44783-Z suFfatk 0�0 CpG, Town of Southold 2/12/2022 o P.O.Box 1179 o r 53095 Main Rd �l o ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42780 Date: 2/12/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 325 Wood Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-6-3.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/11/2020 pursuant to which Building Permit No. 44783 dated 3/12/2020 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: elevator addition and bathroom and bedroom alterations to existing single family dwelling as applied for. The certificate is issued to Baumann,Edmund&Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44783 9/10/2020 PLUMBERS CERTIFICATION DATED 9/10/2020 All of Eas umbin Heating ut ri ed Signature �o�suR c TOWN OF SOUTHOLD BUILDING DEPARTMENT C, TOWN CLERK'S OFFICE �y • 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#: 44783 Date: 3/12/2020 Permission is hereby granted to: Baumann, Edmund & Carol 325 Wood Ln Peconic, NY 11958 To: additions and alterations to an existing dwelling to accomodate an elevator as applied for. At premises located at: 325 Wood Ln, Peconic SCTM #473889 Sec/Block/Lot# 86.-6-3.3 Pursuant to application dated 3/11/2020 and approved by the Building Inspector. To expire on 9/11/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $224.00 CO-ADDITION TO DWELLING $50.00 Total: $274.00 uildm Insp tar 0f SO(/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �Q roger.riche rt(&-town.south old.ny.us Southold,NY 11971-0959 UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Baumann Address: 325 Wood Lane City: Peconic St: New York Zip: 11958 Building Permit#: 44783 Section: 86 Block: 6 Lot: 3.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Elevator installation, to include, elevator pump, 30a disconnect, control panel, 20a circuit breaker,3-call buttons. Notes: Bathroom remodel,to include listed inventory,and 1-bath fan. Inspector Signature: Yxz:� Date: September 10 2020 81-Cert Electrical Compliance Form.xls c Town Halt Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'O BUILDING DEPARTMENT TOWN OF SOUTHOLD L5 RSEP 2 5 2020 CERTIFICATION ;-�iLDI,T(G I;F,M TOO/t`?.� ;i" TT OIa� Date: -l /10 12-0- Building Permit No. — L4 3 Owner. 'R 0.0 VV'\C% n✓1 (Please print) Plumber: ` ISDihrrk &S+ PAwrw �� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) j Sworn to before me this day of r 20� SUSAN A.RIT10 Notary Public,State of New hbtk No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,2020 Notary Public,. �County Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 / Date. 1 10 2 Q New Constriction: V Old or Pre-existing Building: (check one) Location of Property: ��'�� w©op U/qkf, House No. Street Hamlet Owner or Owners of Property: !/1�7 �e- CP4}fi,pL 1374(`100W l0 Suffolk County Tax Map No 1000, Section Block If t, Lot 2- Subdivision Subdivision Filed Map. Lot: Permit No. qq� � Date of Permit. Applicant: V1*91117 �,✓� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature s' i Inaf so l V f TOWN OF ;765-61:8802 HD B - DING DEPT. INSP TION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: (1) (G C Nor 1�td,L CoA r�� DATE 2v IV INSPECTOR OE soGTyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm ' 765-1802 INSPECTION � [ ] FOUNDATION 1ST [ ] 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: DATE l l INSPECTOR_ ' C Richard M . Mat® , Architect ® E C E TOWN OF SOUTHOLD FEB 0 9 2029 Building Department BUILDING DEPT. 54375 Main Road ToIkf',,OFSOUTHOLD Southold, New York 11971 Feb. 9, 2022 RE: Edmund & Carol Bauman 325 Wood Lane Peconic,N.Y. 11958 Bldg.Permit#44783-Z To whom it may concern, I have visibly inspected the above mentioned residence with regard to the installation of the foundation, framing, strapping, rough plumbing and all work involved with the elevator install. And to the best of my professional ability the construction was done as per New York State Code. Should you have any questions regarding the enclosed,please feel free to contact me. Sincerely, Richard M. Al I.A. RED ARCy/T P.P. Box 2284 Aquebogue, NY 11931 qT 04186 yoQ� Tel:(631)523-5879 FOF NE`N E-Mail: rmatoarchitect@gmail.com -' " FIELD INSPECTION REPORT DATE COMMENTS t� FOUNDATION(IST) r=. -------------------------------------- FOUNDATION(2ND) ROUGH FRAMING& o PLUMBING `S t r INSULATION PER N.Y. H , STATE ENERGY CODE 1 �C i U FINAL14 ! � to v ADDITIONAL COMMENTS ��_�� a� d 0 z �r y ' x e r ro y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL _ Board of Health SOUTH ED, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Surr72vey PERMIT Southoldtownny.gov PERMIT NO. —( ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form 71- Storm-Water Assessment Form Zo Contact: Approved ,20 Mail to: Disapproved a/c `I Phone: (fir Expiration ,20 tom`' Building Inspector V_ l�� D JAN 3 0 2020 ' APPLICATION FOR BUILDING PERMIT l 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 itpt on the pri:iiiiScS available for I.wpeCtlOn throughout the .*..,11C. 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. MAR 1 1 2020 (Signature of applicant or name,if a corporation) ii _. d.. (Mailing address of applicant) State whether applicant is QLA er, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 5-D H V IJ b � (;AVO L H A 4J (As on the tax rof 1 or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. - '3by V7 6.tAf5 16N, ���Z� 7� 3 LL6- Plumbers License No. C`,1S - k� Electricians License No. q-79) —K�_ Other Trade's License No. 1. Location of 1pd on which proposed work will be done: �J House Number Street Hamlet County Tax Map No. 1000 Section Block O Lot �' n- 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 t:y (L`( iii bc►J b. Intended use and occupancy e 1j qUt, jj4HtLY 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 4- Number of dwelling units on each floor l u p (4 If garage, number of cars I'l a ' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N � � a 7. Dimensions of existing structures, if any: Front &6 Rear Depth Height M1 Number of Stories r Dimensions of same structure with alterations,,or additions: Front � (�� ° Rear Depth fel Height 94' Number of Stories 2 8. Dimensions of entire new construction: Front P�s Rear ( Depth r Height ''ZZ1 ' Number of Stories ?I P � 9. Size of lot: Front 110 Rear Depth I 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 4,0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Vdiil tut be re-graded?`IES NO ✓ vVill excess fill be removed from premises?YES NO �pl.tV�1D e Ge®YIAL 14.Names of Owner of premises V7A,.'M Aev1V Address'] 7 1AV0 CayPOW%c Phone No. 661-7V-61619 Name of Architect Vj 04 A1tib M- H"rmi A,l AAddress VO,- ftW ??- A" ne No (P 3/- Z3—5—e Name of Contractor_t,t rA BPI fL lie N &jXD W-> Address 17,6. fg�c 177 i-7 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 * 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. STATE OF NEW YORK) SS: COUNTY OF ) Mlt N N being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the d N e--c (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 1 BARBARA H.TANDY tary Public,State Of NewYor "­'�'� Notary Public 01 TA6os600 Signature of licant _ Qualified In Suffolk County pp Commission Expires 01/13/20 gt1FFQL,� BUILDING DEPARTMENT- Electrical Inspector �O C TOWN OF SOUTHOLD ti Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 J roger.richert@,town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION . _. _..... ._....-..-..__..._........... _... _.._......... .Date: EQCJ.ESTED�BY:.... .._. ..... ... ..... . . �. ... ..��_._. ._ . Company Name: if Name: Cc��i2r�- License No.: -.6 ?d' email: e G y SII oC • C.rh-r Address: o �3o,X �/� o uT�ioL !1471 Phone No.: -JOB SITE INFORMATION: (All Information Required) Name: A Lf !l�1/ A)fI) Address: .3a COO el(l Cross Street: Phone No.: Bldg.Permit#: y—7 email: Tax Map District: 1000 Section: Block: Lot: j 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) C - ( lGE . g k 1. . l� r-I C7_0s /1'l/SG pe- D L)F��'loivs Circle All That Apply: is job readyfor inspection?: YE / NO Rough .In Fina[ ' Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# 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: PAYME E WITH APPLICATION A O r - 6 2020 p �� Request for Inspection FrvlsJI OF SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 28, 2021 Edmund & Carol Baumann 325 Wood Lane Peconic, New York 11958 NOTE: Architect must certify the foundation, framing, strapping, rough plumbing and the elevator were constructed per New York State Code. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning #,-765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44783-Z addition/alteration Sur 727W14 0.4- z 6-0 Z7 IV /O� V,/ Y, � M— -747 7A L9 -3d IL © M a ,� j —.3 1 7/-- to 36q. 61 C tc E Eat a 19 7 N%IIORDSTROM o EDWARD F NORDSTROM a & REGINA A. N/p/F ONE JR ;� JOSEPH y. IAVAT RpNE 4 Of & JUNE A' —— a FOUND A- 103 53��< GONG. MON. E PRIVATE ROAD ° 2 0 WI (WOOD LANE) 7 [ .4 7 9"57'50 1► a. I� 0/F N a C N/ M YEE N PIN N GERALDINE FOUNa 390 2.9W. a ° 4 ° °'4 a 4 e N a, GR!e � \& ROAD _ 4a b '! O ^ BRICK ° ° BRICK a ° G , a ° a I N/O/F SIMON O PIER _PIER�g_ ERT K SIMON _ a A 4 �J RPB ANN _ !_ O '� & ELIZABETH s 77=_5°_W OF 3'10.59 Z FON PIPE OI SURVEY OF PROPERTY - - RTGHT IR o Qo° a a.4 SITUATED AT _ E — f— 3�� WIDE o ° ° _ a INDIAN NECK y ° I ;d 4. ab TOWN OF SOUTHOLD FOUND 1 u N PIPE Y a e IRO ZJ 4 ' �UM SUFFOLK COUNTY, NEW YORK , L 1 I 4 q S.C. TAX No. 1000-86-06-2.2 o m 4p d a o 1000-86-06-3.2 �� E \IiI, I ea � SCALE 1 "=20' � 057 50 111' � 1 N 7190571 °b. � a ad � JUNE 19, 1998 o� 111, Ir, 1 1154 E2 &-1z N 3 z JANUARY 10, 2005 UPDATE SURVEY P 16 PAVERS WALK I � o AUGUST 27, 2019 UPDATE SURVEY ° i da 1 3 e 9 O \I�Ii Il1r OO 3 °' V.vo oo� Z O > VER BRICK Y v o I (1 O \III O 1 m & STATE STOOP AY WINDOW ° ' u ^l1 ° O 4 ° ° of ° I O Q • a 36.3 Cn 24.1' v.� I�Ii PZORNEWNNY v v ° gLUESTONC e q °v n v o AREA DATA Cr Ir x ED Yw WOOD N °d b 4Q 4 \Ill, fps N 2 STORY FRAM GE N .. Z ' V v a . m OUSE & GARAGE o I I S.C. TAX No. 52,773 sq. ft. \Illi S U H h%61� v ' P� �`� s v 1000-86-06-2.2 1 .212 cc. i�71�f' D1' ��D�pti6i7 Rs�q` ', e . d. I S.C. TAX No. 24,710 sq. ft. ::E Alli �v 2 59.8. v pro..-►- ° 93.2' a o M 1000-86-06-3.2 0.567 ac. R _ \\11i O WOOD RA BRICK 5iEP5 G o L-- 10 \Illi z Z OO WOOD DECK WOOD SLATE & ° �a �Z STEPS •v ° 24' d °� TOTAL 77,483 sq. ft. r MP OVER 1 .779 cc. mN 1l 1 i o j Q 20.7' BRpD�RA \aV G/ v n v 1.251 ° a o m \l!r 0 Z WALK F- � NF\// d a Jn C' O I m 0 C OOD 1m; BRICK WALL gR1CK PIER lyj�FSTaP�m v vv �� a ,° mk 7 O v ( OVERHEA RES 7-1 11 111. N �oC TAL GATE Z ICK �. RFpISiEHRvo F�Sy F BUILDING COVERAGE rm Q 1� BUILDABLE LOT AREA 67,283 sq. ft. Ln vrn '04G) s� 2w POND o ° 13 o e d . I '� DESCRIPTION AREA % LOT COVERAGE �m n n \1�L dll 01 i ►� _ _ — �� O HOUSE 2,065 sq. ft. 3.1 o y — `I1IlI,1 \111, •"' T 11 O n Z o v c W hl2mXI1.j 198.5, (POOL) mo 3 -- DECK 955 sq. ft. 1.4% z-1 F� zro 4.4, Ld O 000— m t�Ce ( •2 o POOL PATIO 1 ,725 Sq. ft. 2.6%N000 6_06` 13R/CK O ° a co W N 0 • 2� 1 BRICK WALL v ° I V) -�AX 1 POOL 890 sq, ft. 1.3% z o C . — �4'p0" w PAD FOR Z I v a de. PA 10 BLOCS �P�O�'EpUIPMENT ,� Q `Yget� --wood PosT J 3� 25'. PAHO-<s IN IUo TOTAL 5,615 sq. ft. 8.4% WITH ELEGTRIG a BLOCKS CE 1 W000 TIS GNA\N L\NK FEN n� Q 1 .5 L aIII \III, I b r 6 L2 all, CHAIN LINK FENCE 1 I� o m I' a ►`) l oz Oq \II1i � v1w a r O 4d N \111, •'.P � ;: rn — ,111, I �- a) m N '=J o Cly •'.c m \1111 — oNC CHANOypICZ q �r� LO . DAVID cr! W � �8°A, �0 \III, I CID S ,\Il, Z PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED S� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE,LAND TITLE ASSOCIATION. Ail CAl >t N.Y.S. Lic. No. 50467 Corwin 1 UNAUTHORIZED ALTERATION ADDITION Nathan /�Gj t h an T d i t l V-o r i n III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, J� OND COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor E CK THE LAND SURVEYOR'S INKED SEAL OR -{ �1 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 1 Il� ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - .Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE 631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 98-349B F[ GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES- MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR R EXTERIOR STAIR NOTES, , ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE I, ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE FOR ONE t TWO FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 5/4" FOR WOOD + RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN STATE, ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL DOUGLAS-FIR U2 (NORTH) WITH AN E- 1,600,000 P51 AND FB-875 PSI OR BETTER. 5HINGLE5 WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, R301.4, R301,5 INTERNATIONAL RESIDENTIAL CODE BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 5/" FOR WOOD FOR ONE S TWO FAMILY DWELLINGS (2015 EDITION) AS ADOPTED ALL BUILDING CODES AND REQUIREMENT5 5HALL 5UPERCEDE THE DRAWINGS 2• ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING T T SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, SHINGLES WHEN REQUIRED. BY NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. � v ILDING DEPARTMENT NOTES . AND SPECIFICATIONS WHETHER OR NOT INDICATED. d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MINIMUM HEADROOM AT STAIRS IS V-8" AS PER 8314,3. B. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-O". 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND MAXIMUM RISE - 75/," GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS a. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/0 NOSING) - 10" FOREST AND PAPER ASSOCIATION (AFCAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A,I.5.C. MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 5PECIFICATION5 AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MINIMUM NOSING PROJECTION - '/4" SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING PROJECTION - I%q" CODE NOTES: 3, ALL CONTRACTORS 5HALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES: MAXIMUM NOSING RADIUS - q/16" BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED O �I A. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK 5HALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS 1N CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES. AND PAPER ASSOCIATION (AF 8c PA) WOOD FRAME CONSTRUCTION THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND 5HALL BE INSTALLED PERPENDICULAR TO THE FRAMING, INSTALL ALL PLYWOOD THE SOIL OR CONCRETE. REQUIREMENTS HAVING JURISDICTION, ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS E--1 I, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK, WHERE POSSIBLE. VERTICAL SURFACES. GUARDS SHALL BE THE SOLE RE5PON51BILITY OF THE RAIL CONTRACTOR, ALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, Q� 5 R512 AND R301. M U 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, DESIGN CRITERIA: FOR ONE d TWO FAMILY DWE',LLING5 (2015 EDITION) AS ADOPTED BY NEW YORK DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING 514ALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF OF THE RESIDENTIAL CODE OF NEW YORK STATE. STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL SPECIFICATIONS. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING LIVE LOAD 40 PSF: CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK, 2 6 O CI . PROVIDE SOLID BLOCKING OR 1X3 GR055 BRACING G IN ALL FLOOR JOIST DEAD ]LOAD 20 PSF: C A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" 6. ALL CONSTRUCTION 5HALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF W-O" O.G. WHICH EVER 15 LESS. WBNROOF SNOW LOAD 25 PSF: IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT �•I 3 u BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLE55 NOTED BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. WALLS AND THEIR TRIM, OTHERWISE. WIND LOAD 130 MPH 7, PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR N ITI NS AND DIMENSIONS WITH THE ARCHITECTW PRIOR TO THE START OF THE pTHERISE NOTED. W U STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: WOR. ° SQUARE FOOTAGES: Q C) 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL 1. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS: PO 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY CONCENTRATED LOADS AS REQUIRED. GENERAL WALL BOARD NOTES: Q RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, b. ONE IN EACH SLEEPING ROOM, 0 HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE d q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" M015TURE RESISTANT VICINITY A THE BEDROOMS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING q, ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD 5HALL NEW 1st FLR. LIVING SPACE: = 280 s.f. 00 BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. u cy THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE NEW 2nd FLR LIVING SPACE: 219 s.f. MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL N � MATERIAL AND PRODUCTS SF-1ALL BE NEW AND FREE FROM DAMAGE. ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE °/e" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL 5HALL _ o � TOTAL: 499 s.f. `r' AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS u CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL 10. ALL COM LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. kr)OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS B. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE 11. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, II, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT A. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER METHOD5, TECHNIQUES, SEQUENCES, PROCEDURE'S, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE RG02.3(l) OF BACKGROUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE INTERNATIONAL RESIDENTIAL CODE FOR ONE $ TWO FAMILY DWELLINGD (2015 EDITION) AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR AS ADOPTED BY NEW YORK STATE AND THE AF t AP 2001 WOOD 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE 5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. WITH THE PROVISIONS THE RESIDENTIAL CODE OF NEW YORK STATE AND THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE BASEMENTS. ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY 4, WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONING CLASSIFICATION: 5UB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE YEAR MATERIAL. GENERAL GARAGE NOTES. DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; 13, ALL DECK JOISTS 5HALL BE AGO AT 16" O.G. AS PER PLAN, THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. ZONE - I lu' GENERAL EXCAVATION -it BACK FILLING NOTES- 14• CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH tt30 FELT OVER 60 MIN, GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/ HOUR FIRE RATED 5. PROVIDE AN APPROVED AND L15TED CARBON MONOXIDE DETECTION SYSTEM \\\ 1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES PAPER ON 3/4" EXTERIOR 5HEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH HAVING JURISDICTION, EXCAVATIONS SHALL BE THE: MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. BATT INSULATION BETWEEN, COVER WITH 5/B" GYPSUM WALL BOARD TAPE AND SPACKLE UNDISTURBED VIRGIN 501L WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION, THE DRAWINGS AND SPECIFICATIONS WITH AN A55UMED DESIGN BEARING GENERAL LIGHT, VENTILATION # HEATING NOTES: CAPACITY OF TWO TONS PER SQUARE FOOT, IT 15 THE 50LE RESPONSIBILITY OF 15. TYPICAL ROOF CONSTRUCTION ENERGY NOTES, THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS o. PROVIDE WOOD ROOF 5HINGLE5 WITH 60 MIN, GRADE 'D' BUILDING PAPER NTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 3/4" EXTERIOR 5HEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING ENGOV AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF W15 KNOWLEDGE BELIEF NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START 16 TYPICAL EXTERIOR WALL CONSTRUCTION VENTILATION 5HALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFE55IONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN �J WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LE55 THEN ONE o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN, APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF ^/\ AND ONE HALF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR 5HEATHING SYSTEM OVER 2x6 SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE. V ) WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT INSULATION PER CONTROLLABLE BY THE BUILDING OCCUPANTS. ~� L RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PLAN, 5/8" GYPSUM W4LL BOARD TAPE AND SPACKLE THREE COATS. 2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND LIST OF DRAWINGS Q W SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b. EXTERIOR WALLS- NOTCHING AND BORING: 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING (2015 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FROM THE ARCHITECT, I, NOTCHES IN EITHER EDGE OF 5TUD5 5HALL NOT BE LOCATED IN SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. 1 f 1 THE MIDDLE 1/5 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 2, ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TTWE WE OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH, 3. THE DESIGN ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS THE GENERAL GLAZING NOTES:' SOLE RESP05 1BILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS SHEET Al GENERAL NOTES REQUIRED HEIGHT, 11. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND UNLE55 SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS THE EDGE OF THE HOLE 5HALL NOT BE CLOSER THAN 5/5"TO THE SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL B. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION +. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHEET A2 FOUNDATION PLAN EDGE OF THE STUD. BORED HOLES SPALL NOT EXCEED 60% OF THE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO - PREVENT DAMAGE TO THE HALL. NO BACK FILL SHALL BE PERMITTED WITHIN A STUD DEPTH WHEN STUDS ARE DOUBLED. HAVING JURISDICTION, ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A TEST OF ASTM E Iggb AND OF A5TM E 1886 AND R301,2,1.2 OF MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE III, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROS SECTION THE INTERNATIONAL RESIDENTIAL CODE FOR ONE d TWO FAMILY DWELLINGS NEW YORK STATE PROFESSIONAL ENGINEER. SHEET A3 FIRST FLOOR PLAN r^ CONTRACTOR 5HALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. c PROVIDE 2x6 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED (2015 EDITION) AS ADOPTED BY NEW YORK STATE UNLESS NOTED OTHERWISE 4 THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF- 4. ELIEF-4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A OTHERWISE. BY EXCEPTION TO 8301,2.1.2. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET SHEET A4 SECOND FLOOR PLAN �-�. MINIMUM OF 3'-O" BELOW E FINISHED GRADE. d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE, THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCWITH THE 2016 0.- 1 NEW YORK STATE ENERGY CODE. O ► 5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT c. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL BUT NOT LIMITED TO. GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF 8308 OF THE INTERNATIONAL RESIDENTIAL CODE FOR ONE 4 TWO SHEET A5 ELEVATIONS/SECTION FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE. DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. g, GENERAL SWIMMING POOL, HOT TUB +� SPA BARRIER NOTES: FOR UPSET HEADERS A5 PER PLAN, TECO ALL CEILING JOIST OR FLOOR J015T ON GENERAL EMERGENCY ESCAPE It RESCUE NOTES: SHEET A6 STRAPPING DETAILS BOTH SIDES OF THE HEADER. I GENERAL CONCRETE NOTES: EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL ALL SWIMMING POOLS, HOT TU55 AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER In. LINTELS 5HALL NOT BE LE55 THAN: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENINGAPPENDIX G OF THE RESIDENTIAL CODE OF NEW YORK STATE, PROVIDE APPROVED W W AS PER THE I. THREE 2x10'5 FOR SPANS UP TO 7'-0" PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS l I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE 11, THREE 2x12'5 FOR 5PAN5 UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R31D OF THE INTERNATIONAL RESIDENTIAL CODE FOR ONE d TWO THE CODE REQUIRES. A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE. THE LOCAL CONTRACTOR OR BUILDING IN5PEC-TOR. SOIL DE51GN BEARING I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2. PRESSURE IS ASSUMED TO BE A MINIMUM OF .4,000 POUNDS PER SQUARE FOOT, ROUGH FLOOR UNLE55 NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36'BELOW GRADE ON TO A FIRMELEVATIONS) FOLLOWING MINIMUM DIMENSIONS 5HALL BE ADHERED TO: INTERNATIONAL RESIDENTIAL CODE FOR ONE It TWO +Pw P F UNDISTURBED BEARING SOIL. SEE PLANS FOR IFOOTING SIZES. ,j, MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS 5HALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINIyH FLOOR FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE. �d F «� i,l �. s I E j C�:: 'PLY WITH ALL CCDES O NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET QATE. ( _ Z� ` O�(+�� r4C W YOM< STATE & TOWN CODES 3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS ` `�`( TO Z�_.._. Es.F.t AS RLOUIRED �S NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS I. (I)-2x6 (FLAT) FOR UP TO 7'-O" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". 11,(2)-2x6 (FLAT) FOR UP TO 10'-7" 7lOVVNrTPLAN OF G�p,RD M SECTION, THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" Q \' Q\ �q �� I F THE FOOTING PER FOUNDATION k, PROVIDE 1" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. -'^ �PLANS WITH #5 REBAR IN THE LOWER /3 OWHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR r ' F.TWALL GROSS SECTION. 7+ n1. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTENOPENING 5HALL BE 5.0 SQUARE FEET, `'nT �R 1;{ISOARDT >V R COPPER TERMITE SHIELD AND SILL SEAL. F 1, rvT!`� pA. (I)-2x6 ACQ SILL PLA E C E TO WALL WITH %"m DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL �'" 'il - SWHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL ±QU"RED"'/p'"0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUMJOIST TO LEDGER BOARD. r` ' rHEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE 7 ` + = v ,� 04186A OF 33" O.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER, m, PROVIDE GIRDER PER PLAN ON 3'y"O DIAMETER STEEL COLUMN ON POURED t. ',,,It;' I 11 - PROVIDED WITH A WINDOW HELL IN ACCORDANCE WITH 8310.2 OF TWE t� � �t,A" '''ti" �� f'LUI�1!i31F�G OF. t�^F IG', CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. INTERNATIONAL RESIDENTIAL CODE FOR ONE # TWO _ G. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN 70 FAMILY DWELLINGS (2015 EDITION) AS ADOPTED BY NEW YORK STATE, �",I n'JCTION MUST FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. C.U. - 7, DAMP ! WATERPROOF FOUNDATION WALL WITH SPRAY-ON WATERPROOFING BY RUB-R -WALL OR EQUAL. • vI;I;^,I ` tViEET THE Er:TS OF THE CODES OF NEW _ B. FIN15" SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON Y�,'`-r� SOR NOT RESPONSIBLETFOR UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY, p��1�N OR CONSTRUCTION ERIRQNS a q, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL HAVE A MINIMUM ULTIMATE COMPRE551VE STRENGTH OF 3,000 PSI AT 28-DAY TEST. EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRE55ION T TO MUTER STRENGTH OF 3,500 PSI AT 28-DAY TEST, NO ADDITIVES SHALL BE PERMITTED TO ^r I n` I ftj � THE MIX EXCEPT WARM WATER, ALL T CONCRETE SHALL BE AIR ENTRAINED, TOTAL It TCI�'�'f'� COuE. 23G "� CTIA.! R:EQ�REJ Gi= No. Date Title AIR CONTENT 5HALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS: CONCRETE VOLUME. 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By. R f"1 I"1 11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI f ® Date: 318 AND ASTM C1157 REQUIREMENTS, 1/1-4/20 12. ALL CONCRETE STEEL REINFORCEMENT 5HALL BE NEW BILLET STEEL Drawing No.: CONFORMING TO THE LATEST ASTM A-615 GRADE 60. 13, CONSTRUCTION JOINTS IN THE CONCRETE 5HALL NOT BE PERMITTED WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK STATE LICENSED ENGINEER. 14, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) HORIZONTAL. OF 6 SHEETS 2020/01/1 2" DRYPACK N/ NON—SHRINK GROUT BOTTOM OF EXISTING FOOTING O D A B C D A B C ,41-0" MAX. W W BOTTOM OF UNDERPINNIN Z H � U ~ O O EXCAVATE 4 PLACE PANELS 'A' FIRST, 'B' SECOND, 'C' THIRD AND 'D' LAST. MINIMUM CLEAR DISTANCE BETWEEN SIMULTANEOUS CUTS SHALL BE 12'-0". r l Q M V 00 0t ELEVATION OF UNDERPINNED WALL ('TYPE N c� 9CALE,N.T.S. 00 Q I ' ) U � N o � M I d EX 1 ST I NG CRAWLSPACE VERIFY ALL CONDITIONS O 1 IL w 0 tl W UNDERPIN THIS SECTION O (SEE DETAIL THIS PAGE) V 1� EXISTING GIRDER (VERIFY) UNEXCAVATED I ELEVATOR ti4 REBAR—IS" LONG — — — h— — — — TOP t BOTTOM DRILL INTO EX. �— — — — FND. st EPDXY SET MIN. OF 6" — — INTO FND. WALL — (TYP.) 1 �. Tl'P. FDN CONST. EXISTING I S"x8' P.C. FDN "ALL "/(2)—xx6 O \ BASEMENT RE—BARS TSS ON �� O W 8"x IG" P.G. FTG. "/(3)—si5 RE—BARS LL z VERIFY ALL � W CONDITIONS X W w W UP 5'-1oy2" LEGEND EXISTING FND. WALL �S C SER qA PROPOSED FND. WALL '9 C� WALL TO BE REI"IOVED � 04186A . FOUNDATION PLAN FoFNEW.IOQ' NOTE: SCALE: k"-11-011 VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NOT RESPONSIBLE FOR C"ANGES P'IADE WITS--IOUT NOTIFICATION. [No] Date Title REVISIONS: Drawn By: R i"f I"1 Date: 11/14/20 Drawing No.: OF SHEETS 202010111417, o � � U � I M V C) C� EXIST. I EXIST.Z H W LL I a " EXIST. EXIST. EXIST. EXIST. EXIST. Q EX 1 ST I NGw > I X 00 SUNROOM I W U N N � � 00 -EX. RIDGE (VERIFY) - - - I O N M EX I ST I NG KITCHEN IY I � VERIFY, ALL IL I (n CONDITX W I W W > v I I I EXISTING 5/„" PL-4D. ON GARAGE EQUIP. SIDE - - - - - - - - T - - - � DN s/e" G.W.B. ON ELEVATOR ` EX. ROOF O.I . ALL 51DES 5,_3y4„ Ty4„ I O SEE ELEV. I"IFG. LO FOR SPECS. ,--\ & DETAILS I EXISTING � �„� LIVING ROOM EXIST. �, EXISTING H W D I N I NG ROOM A H ^/ 5 � w 5'-1Oy2„ UP EXIST. EXIST. VERIFY ALL CONDITIONS ALIGN x LEGEND U O � EXISTING WALL EXIST. O H U EXIST. EXIST. � W — — — — — PROPOSED WALL � W WALL TO BE REI'10VED W �EXISTING rtoTE: � FIRST FLOOR PLAN VERIFY ALL EXISTING CONDITIONS AND CLEARANCES AREA CALCULATIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. SCALE: %4"-I'-O" NOT RESPONSIBLE FOR CHANGES MADE WITI TOUT NOTIFICATION. ED q,, EXIST'G. FIRST FLOOR 1, 487 S.F. ��i GNPRoM,,� ATF 2, 5B& S.F. NEW FIRST FLOOR 31 S.F. O EXISTING TOTAL FIRST FLOOR 1,515 S.F. 4GG S.F. NEW EXIST'G. SECOND FLOOR q05 S.F. \ �, NEW SECOND FLOOR O S.F. �y� 041861 ' TOTAL SECOND FLOOR 0105 S.F. TOTAL BUILDING AREA 2, 423 S.F. No. Date Title REVISIONS: Drawn By: R t"I I"1 Date: 1/14/20 Drawing No.: A3 OF G SHEETS 2020/01/14 17:56:09 o � M V C�, a � rCl � w w Z �~ I � U W d a r- - - - - - - - - - - -,- - - - - - - - - - - - - - - -I ¢ x I I I 00 I ' N I X 00 I U ° EXIST. EXIST. EXIST. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — - - - - - - I I I I I I I I I I BUILT-I I I I I I CL. EXIST. We EXI T. NE BATH O O BATH S W R. L X EXISTING _� _ _ ROOF I rTl BEDROOM LA CRICKET I w _ QW0) I SLOPE I O - - - - - - EXIST. 2 - - - - - - - - - - - - - - - - --A 1�1 I "x8" R.R. � I DN U) Q EX. RIDGE (VERIFY) ELEVATOR- I I , O u I I I f EXISTING _ - - - - - — � ^ H I EXISTING - - - - - - - - - - - - - I `�' BEDROOM CL. I H LREI-IOVE EXIST. WALL TO BE REMOVED I A I X w I GL. VERIFY ALL 5'-lOy2" V1 rr ll 'N L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONDITIONS V X EXIST. W O o r 1 `J LEGEND I I a I I-- - - - - - - I j- - - - - - lll�� - - - - - - EXISTING WALL EXIST. EXIST. EXIST. PROPOSED WALL E - - - - - WALL TO BE REI"OVED SECOND FLOOR FLAN SCALE: k4"-l'-0" Q� �O 04186A P.� F pF NEW 0O Noll Date 11 Title REVISIONS: Drawn By: R I"1 I"I Date: 1/14/20 Drawing No.: OF G SHEETS 2020101114 17:56-. 13 EXISTING ADDITION O TYPICAL ROOFING l ASPHALT ROOF 5I-FINGLE5 V M O TO MATCH EXISTING a 0 C� � wW x Q ° o EXIST. EXIST. EXIST. Q a � U Vcq kr) � a M EXIST. EXIST. EX. EX. IL-J 11 EX. ��L_j EX. EX. L I I Q Nz EW c FRONT ELEVATION NORT44 ) I I BASEMENT T� SCALE t %"—['-0" I I V 1 I I Z O u TYPICAL EXT. WALL CONST. TYPICAL ROOF CONST. CEDAR CLAPBOARD SIDING ASP7-IALT ROOF S1-4INGLE5 TO MATCH EXISTING TO MATCH EXISTING ~� 3031 BLDG. FELT UNDERLAYMENT 3012 BLDG. FELT UNDERLAYMENT 1 5/e" EXT. PLYWD. S"EAT4-LING SELF-AD"ERING "MOISTURE GUARD PLUS" IG" 3/q" AC EXT. PLYWD. SI-IEATI-IING 2'x6 STUDS @ 16 O.G. F�1 R-21 KRAFT FACED FIBERGLASS 2"x8" R.R. Cv 16" O.C. TYPICAL SIDING BATT INSULATION 5/8" G W B WOOD SIDING BLIND METAL TO MATCH EXISTING FLA5WING n Ll ��Nl ,AN r V 1� T.O.P. - - - - - X - v W ROOF O O U CRICKET FILL IN O WINDOW c IL -� Q a / h EX. R.R. (VERIFY J FIN. 2ND FL. a T.O.P. O 2` W ROOF <` CRICKET EXIST. o EX 15T I NG c0 w SUNROOM 0 �,�\SjPD A9C J RO Q � 44 VERIFY ALL S-3 I CONDITIONS i O A6 } EW 1¢ � FIN. IST FL. 'I w � � X41861 TYPICAL FDN. CONST. - Ill EXISTI NG EXIST. 9T��FNEW��e� 8"x8' P.C. FDN. WALL W/ IIIIIII y to M CRAWLSPACE (2)-=5 RE-BARS TtB (2)-2"x6" TREATED SILL F - III SILL SEALER O W TERMITE SI-IIELD 5/e"m x 12" ANCHOR BOLTS U I W/ 2"X2" BTL. �- DROP TOP OF SLAB Q AS REQ,E)WAS1-TER CW 33" O.G. UNDERPIN NEW WATERPROOFING �, (SEE DETAIL PAGE A2) 8"x IG" P.G. FOOTING W/ EXISTING SLAB BASEMENT _ _ _ (3)i*S RE-BARS — T.O.F. SEC-f" � ON RIGHT ELEVATION ( I^IEST) a"P.C. SLAB w/ GXG, I0/10 w.w.M. AS SCALE- No. Date Title OVER VAPOR BARRIER a J SCALE= %4l'—I1-0" � _ _ _ _ _ - REVISIONS: NOTE: Drawn By: R M rl VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. Date: NOT RESPONSIBLE FOR CHANGES I"IADE WITHOUT NOTIFICATION, I/I4/20 Drawing No.: A 5 OF 6 SHEETS 2020/01/14 17.56: 18 INSTALL "SIMPSON NAILING SCHEDULE I"IINIrIUI"I ROOF LIVE LOADS STRONG TIE" LSTA (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) RIDGE TENSION STRAP 16" O.G. FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B TIES @ EA BY 51mRSON STRONG TIE . END WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS I IIA" X 18" 20 GAUGE W 1 FI-4 OF HDR. FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION TRIBUTARY LOADE AREA IN SQUARE FE T FOR ANY STRUCTUR L (A) 8D GOI"11"ION NAILS EAG•-I SIDE n JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING MEMBER HEADER AS NOTED N F OVER ROOF SLOPE O TO 201 TO ~ V RAFTER FRAMING 200 600 600 O ROOF RAFTER V I6" O.G. DOOR OR WINDOW—, Rafter to Top Plate (Toe-noiled) FLAT OR RISE LESS THAN 4 INCHES PER FOOT AS NOTED Wall height 8 Ft. 3-Bd?# ?$ per rafter (I:3) 20 I6 I(o a Wall height q - 10 ft. 4-Bd?# ?$ per rafter Ceiling Joist to Top Plate (Toe-nailed) RISE A INCHES PER FOOT (113) TO LESS ��J L OOo Wolf height B ft. 3-Bd?# ?$ per joist THAN 12 INCHES PER FOOT (1:1) 16 I4 I4 Woll height Of - 10 ft. 4-Bd?# ?$ per joist OF RIDGE RISE 12 INCHES PER FOOT (III) ANp Ceiling Joist to Parallel Rafter (Foce-noiled) Roof Spon (Ft.) GREATER 12 12 12 O 12 20 28 36 3:12 ROOF Slope @ 16" o.c. 5-166 B-16d II-Ibd 14-16d 4:12 ROOF Slope @ I6" O.C. 4-16d 6-I6d B-16d II-I6d each lop v G 5:12 Roof Slope @ 16" o.c. 3-I6d 5-I6d 7-16d q-16d each lop I"I I N I"Ll "I U N I FORI"I LY DISTRIBUTED LIVE LOADS ih 7:12 Roof Slope @ 16" o.c. 3-16d 4-16d 5-Ibd 6-I6d (IN POUNDS PER SQUARE FOOT) ►a-r R I DG STRAP @ 2:12 Roof Slope @ I6' ox. 3-16d 3-I6d 4-I6d 5-Ibd 12:12 Roof Slope 16" o.c. 3-I6d 3-I6d 3-I6d 4-I6d W _✓/ N.T.S. Rif Sv / Ceiling Joist Laps over Partitions (Face-noiled) Span (Ft.) USE LIVE LOAD O (� TYPICAL DETAIL Ca12 20 28 36 �• �� " EXTERIOR BALCONIES (00 r3 W EXTERIOR HEADEPS 3:12 Roof Slope @ I6O.c. 5-I6d B-Ibd II-Ibd I4-Ibd 4112 Roof Slope @ 16" cc. 4-I6d b-Ibd B-IM 11-Qeach lop DECKS AO Z �, N.T.S. 5:12 Roof Slope @ I6" cc. 3-I6d 5-I6d 7-I6d q-16d each lap ATTICS WITHOUT STORAGE 10 7:12 Roof Slope @ 16" cc. 3-I6d 4-I6d 5-I6d 6-Ibd (> ROOF RAFTER q:12 Roof Slope @ 1(' o.c. 3-I6d 3-I6d 4-I6d 5-I6d ATTICS WITH STORAGE 2O F�'I 12:12 Roof Slope @ 16" O.C. 3-16d 3-I6d 3-164 4-116d ROOMS OTHER THAN SLEEPING ROOMS 40 O Collor Tie to Rafter (Foce-noiled) 6-Bd per tie 11 SLEEPING ROOMS 30 H Blocking to RoFter (Toe-noiled) 2-13d each end Q %"m x 12" L. x 3'-0" O.C. ANCHOR Rim Board to Rafter (End-noiled) 2-I6d each end d BOLTS W/ 3"x3" SQ. STL WASHER. (1'-0" FROM CORNERS) WALL FRAMING AS PER TABLE 4 j N 40A" Top Plate to Top Plate (Foce-noiled) 2-I6d?! per Foot TABLE R301.2(I) `/TOP PLATE Top Plates at Intersections (Foce-roiled) 4-I6d joints - each side CLIMACTIC AND GEOGRAPHIC DESIGN GRITEF N � Stud to Stud (Foce-nailed) 2-I6d 24' o.c. WIND DESIGN Header to Heoder (Face-nailed) I6d 16" o.c. along edges GROUND SUBJECT TO DAMAGE FROM `� //SNOW 5PEE en TOPOGRAPI-II SPECIAL WIN WIND-BORN DESIGN FROSTLIN `/ IY, O (V INSTALL "SII"IPSON STRONG-TIELOAD (MP" EFFECTS REGION DEBIS ZON CATEGOR WEATHERIN DEPTH TERMITES DECAY 12. 1-I-2.5 CLIPS @ 16" O.G. W/6-8d NAILS p ( ) per 2xA stud25 P5F 130+ NO NO I B SEVERE 3'-0' MODERAT SLIGHT TO To or Bottom Plate to Stud End-noiled 2-I6d3-I6d per 2x6 stud MPH TO HEAVY MODERATE 4-I6d per 2x8 stud 50N STRONG TIE 1 ITS12 Bottom Plate or Floor joist, Bondjo'st,X Ira GAUGE STRAP W/ Endjoist or Blocking (Foce-noiled) 2-I6d T ?@ per Foot (4) Bd COMF-10N NAILS ((S) Sd GO1"II"ION NAILS IN GARAGE) INTO FLOOR FRAMING THIE ROOF RAFTER 6 (A) 8d Joist to Sill, Top Plate or Girder (Toe-nailed) 4-13d per joist C.01-11-ION NAILS ((5) Sd COMMON ,I NAILS IN GARAGE) INTO THE WALL Bridging to Joist (Toe-noiled) 2-13d each end STUD. Blocking to Joist (Toe-noiled) 2-5d each end GLAZING PROTECTION FRO" WIND-BORNE DEBRIS Blocking to Sill or Top Plate (Toe-"ailed) 3-16d each block Ledger Strip to Beam (Face noiled;` 3-I6d each joist Joist on Ledger to Beam (Toe-noiled) 3-13d per joist NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF Bond Joist to Joist (End-noiled) 3-I6d per joi5t �4a" AND A MAXIMUM SPAN OF V-O" FOR EVERY WINDOW. PANELS 51-TALL BE PRE-GUT TO COVER/� THE GLAZED OPENINGS, LABELED, WIT" 2 "7_512 D E-rA I L Bond Joist to Sill Or Top PLote (T,e-noiled) 2-I6d?! per foot APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE ('S ) SHALL BE PROVIDED IN ACCORDANCE WIT" THE CHART BELOW. �►- \ ROOF SHEATHING V Structural Panels 8d 6" EDGE/ 6" FIELD ° Diagonal Board Sheathing FASTENER TYPE FASTENER SPACING O -Bd PANEL AN PANEL PANEL SPAN!"x(," or 1")8 2 °....° ,.. <0. 111x10" or wider 3-13d each block ." 2%2" s16 WD. SCREW CEILING SHEATHING 16 12' a" 16 T1 Gypsum Wallboard 5d coolers 7" edge / 10" Field WD. SCBEw OIF W 16„ 12 WALL SHEATHING O (see Simplified V4611 Structural Panels Bd Sheathing Pressure t Noilin Fiberboard Panels Zones this page.) 7/1(" 8d 3" edge / 6" field ` INSTALL "51"R50N STRONG-TIE" 25/32' Bd 3" edge / (" Field FASE TNERS AS NOTED V 1 1-1-6 TIES P 16" O.C. W/8-8d NAILS �S WALL—TO—FND. CONNECTIONS IN SCHEDULE ABOVE N.T.S. Gypsum Wallboard 5d cooler 7" edge / 10" field Q Hardboard a Sd ) (see Simplified Wall j INSTALL "SII"1PSON STRONG-TIE" 3 Sheathing Pressure .Noilin WINDOW PLYWOOD As NOTED WG Particleboard Panels Sd Zones this page.) GLAsa LTP4 ANG+IORS P Ira" O.G. W/ Diogonol Board Sheathing 2'X4" BRACE !� LARGER SPANS 12- 8d NAILS I"xb" or ["x8' 2-15d per support 1"x10" or wider 3-13d per support WINDOW ^ 'm SII"IPLI FIED WALL SN EATNINGFLDOR SHEATHING SILL 1►L_Jl1 PRESSUREZONES Structural it NAILING ZONE Structural Pmels o s/B"m x 12" L. x 3'-0" O.G. ANGIIOR I" or less 8d 6" edge / 12" field �J I BOLT5 W/ 2"x2" 50. STL WASHER. greater than I" IOd 6" edge / 6" Field (1'-0" FROM CORNERS) Diagonal Board Sheathing PLYWOOp STORM PANEL ^ A< f "SHUTTER" DETAIL LTPA /BP AS PER TABLE 3.2A 4 3.28 1"x6" or 1"x8' 2-8d per support '^ •', / I"xl0" or wider 3-ed per support LTP4 ?! Nailing regyirments are based on wall,henthinq nailed G" on-center at the panel edge. IF wall sheathin is noiled 3" on-center at the panel edge to obtain higher shear capacities, nailing requirments for I O structural members shall be doubled, oialternate connectors, such as shear plates, shall be used tomaintaiO load I ?@ Whennwale sheathing is continuous ovr connected members, the tabulated number of nails shall be O permitted to be reduced to 1-I6d nail �I' foot. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN ~� O � � FOREST AND PAPER ASSOCIATION (AF l$ PA) WOOD FRAME CONSTRUCTION MANUAL W o I a X/ I I FOR ONE AND TWO FAMILY DWELLINGS, IGG15 SBC HIGH WIND EDITION, SECTION 2. X 10 OI �� FLFZ . -TO- FND . CONNECTIONS WALL SHEATHING NAILING SCHEDUL ETC. ENTIRE 1'-O" I'-a•' 1•_a ,•_a. ,1_p. ,1_p. �.. �� N.T.5. BEAM LENGTH !�`= ZONE 5 ZONE 6 _ n - FIELD MULTIPLE MICRO-LAM MEMBER AS STEEL FLITCH PLATE j r�GJ.<,r_IREp ARC'], NOTE: PROVIDE CONTINUOUS LOAD PATH a" 0.C. +a" O.G. NOTED ON PLANSA4 F ROI"i RIDGE TO FOUNDATION . (IF INDICATED ON PLANS) / �/, \G�P �q °�"m BOLTS W/LOCK WASHERS EDGE � � O A" 0.C. ALL %2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED MICRO—LAM / FLITCH PLATE BOLTING DETAIL WITH Gd COMMON NAILS- 2" x 11%2" GA, - PATTERN AS INDICATED ABOVE. N.T.S. ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO L!� 04186A BE BOLTED AS SHOWN. �lO` EXISTING ROOF I EXISTING ROOF COI"IPONENT AND CLADDING PRESSURE ZONE NUI"1BER5 INDIATE NAILING ZONES O I O O EX15T,G ROOF SHEATHING NAILING SCHEDULE ROO I i O I ZONE I ZONE 2 ZONE 3 ZONE A ---------1 °O FIELD 8" O.G. 12" 0,C. 3" O.G. 4" 0.C. No. Date Title EDGE q11 O.G. 6" O.C. 3" O.C. 3" O.G. O ( O REVISIONS: ALL '/2" EXT. PLYWOOD WDrawn By/ ALL SHEATHING TO BE SECURED >• D1�tt� W1TH 8d COMMON NAILS- 2%2" x 10%4" GA. - PATTERN AS INDICATED ABOVE. ROOF PLAN— Date: 1/1-4/20 FOR ADDITIONAL STRUCTURAL NAILING REOUIREMENT5 N.T.S. REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS" - TABLE R-602.3 (I) OF THE RESIDENTIAL Drawing No.: CODE OF NEW YORK STATE. A6 OF G SHEETS 2020/01/14 17:56:25