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jyrsz!z �o��g11FF04oG Town of Southold 6/15/2021 a y�4 P.O.Box 1179 0 o • 53095 Main Rd y off, ¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42087 Date: 6/15/2021 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 6105 Wickham Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.4-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/25/2019 pursuant to which Building Permit No. 43598 dated 3/29/2019 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: sunroom addition with entry deck and side deck addition to existing single-family family dwelling as applied for. The certificate is issued to White,Laurie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43598 8/13/2019 PLUMBERS CERTIFICATION DATED 6 �\ �\ a rfizect Signature tet. TOWN OF SOUTHOLD ��g1}FFQ�XcoG BUILDING DEPARTMENT GO TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43598 Date: 3/29/2019 Permission is hereby granted to: White, Laurie Tuthill Ln Mattituck, NY 11952 To: construct sunroom addition to existing single-family dwelling as applied for. At premises located at: 6105 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-4-2.2 Pursuant to application dated 3/25/2019 and approved by the Building Inspector. To expire on 9/27/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $344.80 CO -ADDITION TO DWELLING $50.00 Total: $394.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. 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 77 / Date. New Construction: Old or Pre-existing Building: {��,,p (check one) Location of Property: o ( 05 "" i ck in`a/ r ►u ` - `6L �? C lt- House No. 11 Street A\ Hamlet Owner or Owners of Property: Lccu r� cVy JJ t - Suffolk County Tax Map No 1000, Section G Block Lot Subdivision Filed Map. Lot: Permit No. 4435 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6D D L Applicant Signature LLL i , nD Building Department Application i MAR 2 7 2019 AUTHORIZATION (Where the Applicant is not the Owner) Y I, }� residing at (Print property owner's name) (Mailing Address) �o do hereby author ze \�,�r,,� (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) ate) (Print Owner's Name) Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • a� sean.devlin(a)town.southold.ny.us ®lyCOW N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Laurie White Address: 6105 Wickham Ave city.Mattituck st: NY zip. 11952 Budding Permit# 43598 Section- 107 Block 4 Lot 2.2 Contractor. DBA: Brady Electric License No: 44609-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS El Other Equipment Plug mold, Minisplit 30A, Inside on a 15A ARC Fault breaker, Outside on a 15A Breaker Notes. Inspector Signature: Date: August 13, 2019 S.Devhn-Cert Electrical Compliance Form As OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ ] FINALS""ro'ol [ ] FIREPLACE & CHIMNEY_ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: & APLhG S+Jji V5 &e4-bit; Ngoyet% ' ' uS� ''C11 rr lx a S f�1�S • VfAme" Qwtf ((f) OVIA-a �DOO Ow./ CejwjjAcrnA Ave, aasror44, DATE I3 INSPECTOR ho��OE SOOj�°� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION" [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL). !VOW/- [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE F/!? INSPECTOR laf SO TOWN OF SOUTHOLD BUILDING DEPT. ,.' 765-11802 INSPECTION j FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND 0SULATION/CAULKING FRAMING /STRAPPING IVVFINAL ge, FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) 'ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: DATE INSPECTOR qjvl�olq ' , ti �}§z i Www"I v «r ±K c- . ^ � � » � | . a/\§ 2 � � x � . d�\\ \� � . � . ,, . . . . � � . , : . � = � : � . y \ s. � �� ' � < _ . . �. . . , , �ww. .���\ � � � � \ , . �����/\� ~\^ ` ) - .> � !. y� � ���.����m»:: ay» � »ee . � , 2\° � :: ������ ©6> � «� •«s.��w< .% l . _� . az��? < ` \ �©�r y� ° � _ . . � . � ¥ , . . » - «�/ � �} ` ° » � ^ r �� a� �>�zyd����\_«�^ � �±? �. ^��:�d����y. �:>< . �� , . . . «: ����<�dm°�%? , .w. �a�. - .. . a��2»2 w:�«�� i »3 .-�. . . � ._ . . . . . . rx © � � vww � . w w . : � « , . � «. \\\\.�\ « -> � <. . �ƒ� �_��. � � ? . ::, . \ � �� . . . ,. ? : . . � . , : x,«,». . � � . .� � � \:� /\ �\ \/�\ y�y\ \/ . . � . a«: � » \�2 � : � . :�w. �2 a ; - y : � /\ � ;»« 2. & ' r= : . : . >. . . m� � - . � \ 2,2©. � �� . y � y�� ,, .�.a y�.,. ._ r f �� ,. �� � � l �" .. � � � _.� u r ��, � 1� 1 �r"1.�Fi ..: _. � . �. � s . ,. ,RV� � � _= ., , ay � r � c �, � ..�' X" jk �. x. { a r. . 1' � I.. 3a rt ��• _ _ 4 ' yy � � _. y 4,. � � y,,.. U �T• •— � ' ate. a F y4.ye 'T�*'# RCHITECTURE Operating Business Address:1075 Franklinville Road,Laurel,N.Y.11948 Business Phone:(516)214-0160 LLC Date: March 3,2021 Property Location: f 6105 Wickham Avenue Mattituck, N.Y. 11952 MAR 2021 SCTM#1000-107-04-2.2 RE:Southold Building Permit#43598 Enclosed please find (4)sets of plans for wood decks built at the above residence that coincide with a new sunroom under the above permit. The sunroom was designed and filed by an agency other than AMP Architecture. If you have any questions or concerns please contact me at the number below. Thank You, Brooke Epperson AMP Architecture,PLLC C: 631-834-5238 www.amparchitect.com ARCHMECTURE Operating Business Address:1075 Franklmwlle Rd,Laurel NY 11948 Brooklyn Office:450 95`h St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 March 11,2021 ; RE:Laurie White MAR 15 2021 6105 Wickham Ave Matticuk NY 11952 T,; To Whom it may concern: I conducted a site visit at 6105 Wickham Ave, Mattituck, NY to inspect the footings for a sunroom and decks. Based on my inspection the footings meet the NYS Building code. Please feel free to contact my office if you have any questions. Sincerely, Anthony Portillo, RA A 0 O N�.�.1 FOUNDATION --------------------------- 'FOUNDATION 1 i . INSULATIONROUGH FRAMING& PLUMBING ENERGYSTATE • 1 I, ►, . spl ! ri OAP IA MM s ' ly 1 IT?J!J JA 02 mllf �► l COMMENTSADDrflONAL _ moi; .Ilk M _ V MIN I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOT D,N!' 11971 4 sets of Building Plans TEL: (631) 765-1502 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 ,204 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20L Mail to: Disapproved a/c Phone: '1 5 Expiration 0 ,20 I .-ls'D � Bui ng In ctor D MAR 2 5 2019 A LIGATION FOR BUILDING PERMIT Date , 20 SOWN OF SOUYi1GL INSTRUCTIONS i 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) ."tt rJJ t"V, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises !. PA—\\,3ne, uZh%ke- (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. sas 14 q — 1-k Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land oip whi h proposeo work will be done: House Number Street Hamlet County Tax Map No. 1000 Section to-`t° Block Lot io2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupanc of proposed construction: a. Existing use and occupancy &A-LAe— I �_ b. Intended use and occupancy Su c• M 3. Nature of work(check which applicable): New Building Addition c/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost A'Dco- Q° Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1 Rear '51 Depth Height 9a 0 Number of Stories d Dimensions of same structure with alterations or additions: Front 's Rear !E�O Depth 2)a Height QE> Number of Stories t 8. Dimensions of entire new construction: Front I C. Rear I Depth PLV Height i 1 Number of Stories t 9. Size of lot: Front 1 � Rear 140 Depth 401 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO /Will excess fill be removed from premises?YES NO 14. Names of Owner of premises t",c Ne- 6�V,,Ve.Address 10—t uklr L\k L o \Q_ Phone No.1.11 a°%`11 I o Name of Architect Address by- \,e.< hone No Name of Contractor (aC- . C_ Address&3A Phone No. Gist 81- 13`�F� 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 S uo ) 10being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the a l�"C_ r (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 therjWj3 SCHOLL Notary Public,StCe of New York No.30-4858259 Sworn to before me this u p P + Qualified in Suffolk County i- �yv Z `ate day of A � 20 19 Commission Expires May 5,10 �J�6 6a&k- Notary Pub 'c Signature of Applicant r� Scott A. Russell °sUi�/" STO�IKAWWA TIEIR� sUPERVISOR e0z� CN MANAGEMENT SOUTI"IOLD TOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No 0fA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E]0""B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 0/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. dE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[/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 all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number'. Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please 5ubmit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. S.C.T.M. #: 1000 Date APPLICANT (Property Owner,Design Professional,Agent,Contractor.Other) Dlstrict NAME- `�- Sect ton Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact information 6? t RclryEme VumtrA " Reviewed By: Date: Property Address /Location of Construction Work: El Approved for processing Building Permit. — 0--K"A`�� t` _ Stormwater Management Control Plan Not Required. LLPStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM '" SMCP-TOS MAY 2014 c:. l=ot/(rBUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ,,I Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert@town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 05-Zb--d-01 Company Name: &tea 019-C- -1C_ Name: 011-IAa -k License No.: I email: 2`ec—' -, u�a�► , o Address: K) 117-7 Phone No.: JOB SITE INFORMATION: (All Information Required) r= Name: L 1 T Address: 0 I Cross Street: Phone No.: - p Bldg.Permit#: _ 4359(2? email: 16LUr1e,��r�2, Tax Map District: 1000 Section: �`� Block: Lot: 2.--2— BRIEF DESCRIPTION OF WORK(Please Print Clearly) �I L re In�w sv�v-oQXnn %V\STaA\e Lk qo-n e:t b01'e X'v� V'S1eT 1 J , Vk&.v. To %-00NM ©v. 1j -rS Vlvosp-,,,aU cL -two o� m lv w b\ •'T• In Z- co c1i. 4 {S t�CcL� ✓' 1 ' l � �.r- � ovTs•ci.e C�F1 l g,,-,.T�L .�' Chi l .�q -fia�,� "CG� lig L.'-i' 6��-r`eT Circle All That Ap�y: f ���� 51.ati toss dcn r- - -c�� � ��.,o �c,l4.1 Is job ready for inspection?: YES / NO Rough In 30Av&�D Do you need a Temp Certificate?: YES/ NO 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: PAYMENT DUE WITH APPLICATION 82-Request for Inspecdon FormAs 5UFF. L sx��R1[ILF�� Y1'�PART �S. NCOLSO ll�1-i R - r: . . , : fj JAN 29198511. D RIF. #` 13= -rn� 1:���t The sevrav di*ptaral ,crater Supply faoilitlea for this loeation have been inapooted by this d®psartment and found t to be satisfactoriQ AREA: 40,OOC) 3•f. "r- Chief of Oe oral Engineering Services i i j�f. 1 + N s G15?i i1ilL°i7 �(d V, l f J G • Iv w�lJ - (D r I o oe it;JT1 LIT } " MN --� _- - " iW.AUTriORI E.i(7 A1lt Y.,/.I:Viv tU nYUIItCr 10 Y,n75 SU�VP,Y IS A YN)L\TIOI<OI 3!;,ri0NQj7p OT TI,E r8:Nnoa.STRTJ I I. , V C—_ rills svotr ZA6^'140T MMNG 1 '•� dF+` �U �Y, f 1 11LIJ�il]+li.'rEY'v:.S14.6�RALCM eY( .y 1 Ld"_GSSE7yjU.l SNnll :V::�COPFii?CSEq dI r.I VV 'T / ,...✓trK9 U A Y,LID 10,Jt COPY.":; d! y SJ^�_" J l •�/i C�"•,�/ I Ly'Y,�.17tT%�C' 'c�^C:.*�:: HSL" r1 SHALL WHi-o �I e(� Ci� (� * ;V 1"i,UM THE MAVE) 'C^ - 15 G^.C•'I:...,.�:'� U�; I.'L,{<EI{A!F TO Tt1E ' CIi4t L'D.o:�r,M', v..'rt'r..,l r'+Al ALd'G10► A ! TITLECERTIF. 2GvigeA Nov.27, 196-1 ii`t�;JG I :i TSP,3N L..'01:1�irW_Xt —D CO U AP1JGK!5 OF Ihf Llpolr., -,w' P ---- - _ - tilic7r,:r-,7`'e'u aal )`p p -STAMP�1 I P rl M;Yue':.^>;. MAFS vF= ='G:' P '"�Y" LH:'�adv 7 rt•i e lr,s rcrrtC,t q�W,x CMAL -- t`,/ AT a'rrd fo c5our''fr�tlr>' .Sar;ir�ys 5�7s1� � iI T-i-rf l f(� o. Sc.Erl'c�i_; t/ .-A Jiy Z7, r,. ^ RODERJCK VAN TUYL. P, C. LIC. LAND SURVEYORS-GREEN; RT. Y. nota 'olk Co. Tax [1IG` [X311., 1000., nec-t.107, ala�,-k4 cF�Lfp,+-a-F L.:Tt?, ZIT HAP.E $U FF. CO. DEAT. OF HEALTH SERVICES -' 5Td'fEhAEPJ9'O�C 3NtI_N'r O' I FOR APPROVAL OF CONSTRUCTION ONLY - 31 THE WATER SUPPLY, AND SEWAGE, .47 DATE: DISPOSAL SYSTEMS FOR THIS REST- 14"d DENCE WILL CONFORM ,TO THE If�Ert' H. S. REF. NO.: 1.__5 u - I0_4 STANDARDS OF SUFFOLK CO. DEPT. raVQr J1OF HEALTH, SERVICES- CEG7Y APPROVED: sark! APPLICANT 17' 11 , 1 t^tel ` 'RETAIN STORK WATER RUNOFF 'PURSUANT TO CHAPTER 236 APPROVED AS NOTED OF THE TOWN CODE. DATE- B.P.# FEE: f _ BY- NOTIFY BUILDING DEPARTMEN AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST TRUSS PLACARDING REOUIREID BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 59i441:9 m ill ZR K1JIDLD TOWN PLANNING BOARD S®P48EFOV4WEES IVPj.-6E0- - All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY i`1 GENERAL NOTE5: CBM ROOF/WALL PANEL NOTE5: _' DECK NOTES: 1 ENCL05URE5 TO BE INSTALLED BY_BETTERLIVING DEALER.U5ING MATERIALS SUPPLIED BY CFAFT13ILT 1 TYPES,SIZES AND ATTACHMENTS OF STRUCTURAL PANELS SHOWN ON APPROVED LAYOUT DRAWINGS TO BE 1 LUMBER SPECIES/SIZES SHOWN ON APPROVED DECK DRAWING5 REPRESENT MINIMUM REQUIREMENTS TO SAFELY MANUFACTURING COMPANY(CBM)'•. SELECTED TO RESIST COMBINED SNOW AND WIND LOADING(SEE TABULATED VALUES)USING PUBLISHED SUPPORT LOADING FROM-DECK LIVE(40 P5F),DECK DEAD(10 P5F),GROUND SNOW(50 P5F MAX)AND WIND(115 2 MINIMUM DESIGN LOADS FOR BUILD065 AND OTHER ENCLOSED 5TRUCTUPE5 PER A5CE 7-10 AS REFERENCED IN EVALUATION REPORT AND/OR CBM RECOMMENDATIONS. MPH EXP.B) 2015113C/2015 IRC,&NEW YORK 5TATE'CODE,5UPPLEMENT5 2. PANEL5 TO U5E 3004 H374 ALUMINUM ALLOY/TEMPER(OR BETTER) 2 INSTALLED LUMBER SPECIES/5IZE5 TO EXCEED THE FOLLOWING MINIMUM PROPERTIES 3 LOCAL DESIGN LOADS 1; � �� 3 PANELS/PANEL CORES TO BE CONTINUOUS BETWEEN SUPPORTS SPECIES SOUTHERN PINE NO 2 2"X6" 2"X8" 2"X10" . 2"X12" GROUND SNOW LOAD-25 P5F_' ! 4 PANELS TO BE INSTALLED WITH CONTINUOUS CBM C21LICONE SEALANT(MIN 15"WIDTH)ON ALL CONTACT 5URFACE5 BENDING 5TRE55 Fb(P51)• 1,000 925 800 750 WIND SPEED-135 MPH,EXP•B 5 ALL CONTACT SURFACES TO BE PROPERLY GLEANED PER MANUFACTURER,PRIOR TO APPLYING SEALANT, COMP PERP TO GRAIN Fop(PSI) 565 565 '565"__ 565 4 ALLOWABLE 5TRE5,B,DE5IGN PER 2010 ALUMINUM DESIGN MANUAL 6 ALL PANELS TO BE MECHANICALLY ANCHORED PEP APPROVED DRAWINGS AND TABLES COMP PARALLEL TO GRAIN Fcl(PSI). 1,400 11350 1,300 1,250 5 CODE REFERENGES'LISTED IN'PROJECT NOTES BELOW ARE PER 2015 IRC 7 ALL PANELS TO BE INSTALLED WITH AL H-STIFFENERS ALONG ADJOINING EDGES SHEAR PARALLEL TO GRAIN Fv(PSI) 175 175 175 175 6 ALLOWABLE DEFLECTION"NOT TO EXCEED U120 PER IRC TABLE 8301 7,NOTE c 8 ALL PANELS TO BE ATTACHEb TO H-5TIFFENERS(MIN#8 SD5 TEK @ 6' OR A5 REQUIRED TO ACHEIVE FIRE MODULUS OF ELASTICITY E(P51) 1,400,000 7 PROVIDE 6UARD5 ALONG OPEN-SIDED WALKING 5URFACE5(5TAIR5,RAMP5,DECKS&LANDINGS)LOCATED RATINGS REF.2015 NDS DESIGN VALUES FOR WOOD CONSTRUCTION 30-INCHES OR MORE ABOVE GRADE PER IRC K312 1.1,P-31212,83121.3 9. PANELS TO BE U5ED ONLY.,IN ONE STORY ENCLOSURES OF CONSTRUCTION TYPE VB,AS PERMITTED BY CODE 3 ALL LUMBER EXPOSED 70 WEATHER/WATER%CONCRETE/MASONRY!FUNGUS/TERMITE OR ANY TYPE OF DECAY 8 PROVIDE WINDOW FALL PROTECTION AT OPENINGS OF OPERABLE WINDOWS LOCATED MORE THAN 72-INCHE5 ABOVE 10 PANELS TO BE USED ONLY IN E_NCL05URE5 WHERE CLA55 B OR CLA55 11 INTERIOR FINISHES ARE PERMITTED BY TO BE PRESSURE TREATED/WOLMANIZED AND/OR PROTECTED PER CODE AND INSTALLED PER MANUFACTURER'S FINISHED GRADE PER IRC 8312 2 CODE INSTRUCTIONS 9 EXISTING CONDITIONS TO BE INSPECTED BY CONTRACTOR AND ALL MATERIALS REPAIRED AND/OR REPLACED A5 11 PANEL OVERHANG AT ROOM PERIMETERS NOT TO EXCEED 6-INCE5. 4. ELEVATED DECKS(30"OR MORE ABOVE GRADE)TO BE INSTALLED WITH BRACING TO RESIST LATERAL LOADS PER REQUIRED TO RENDER THEM STRUCTURALLY SOUND AND COMPLETE CODE 10. CONTRACTOR 50LEY RESPONSIBLE FOR MEANS AND METHODS DURING ALL PHA5E5 OF CONSTRUCTION FOOTING/FOUNDATION NOTES: 1 REQUIRED MINIMUM FOOTING DIAMETERS/DIMENSIONS FOR CLAY,SANDY CLAY,51LTY CLAY,CLAYEY SILT,SILT AND 5 INSTALL IN 6-MIL(0 INCH)POLYETHYLENE(OR APPROVED)VAPOR RETARDER WITH JOINTS LAPPED NOT LESS 11. OWNER/CONTRACTOR JOINTLY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF AUTHORITY HAVING THAN 6-INCHE5 BELOWOW FLOORING IF REQUIRED BY CODE REFERENCE VENTILATION IRC SECTION 84081. JUP15DICTION(AHJ) SANDY 51LT(CL,ML,MH AND CH)WITH 12 ANY DISCREPANCIES OR DEVIATIONS FROM DRAWINGS REQUIRE REVISED ENGINEERING PRE5UMPTIVE LOAD-BEARING*=1,500 PSF 6 BLOCKING,NAILED BOTH SIDES,TO IS PROVIDED BETWEEN ADJACENT JOISTS AT RFT 0 C O 7 ATTACH DECK LEDGER TO BAND JOIST PER IRC 85072&TABLE 85072. 13 DRAWINGS APPLY ONLY TO STRUCTURAL/FRAMING ELEMENTS OF PROJECT FOOTING A(IN)=24 X 24 SQUARE 14 DRAWINGS NOT TO SCALE SCALING OF DIMENSIONS OFF DRAWINGS NOT PERMITTED FOOTING B(IN)=20 DIA OR 18 X 18 SQUARE = 8 PLACE LAG SCREWS OR BOLTS IN DECK LEDGERS AND BAND JOISTS PER IRC 8507 2 3&TABLE 507 21"&FIGURES 15 ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH PRESERVATIVE TREATED WOOD FOOTING C(IN)=14 DIA _ 850721(1)&850721(2). I 9. INSTALL LATERAL LOAD CONNECTIONS FOR DECK USING HOLD-DOWN TENSION DEVICES AT 2 LOCATIONS(MIN)PER 16 STUDIO ENCLOSURES EXCEEDING i8FTx2OFTAND GABLE ENCLOSURES EXCEEDING 15FTx20FT IN 51ZE REQUIRE SITE IRC 850724&FIGURE 50723(1)OR 50723(2) i SPECIFIC ENGINEERING DRAWING5 - 10 CONTRACTOR TO VERIFY JOIST HANGERS SATISFY LOCAL CODE(5)AND ARE INSTALLED PER MANUFACTURER'S 17 5TUDI0/GABLE ENCLOSURES IN HIGH SNOW LOAD'540 P5F)AND/OR HIGH WIND AREA REQUIRE SITE SPECIFIC 2 REQUIRED MINIMUM FOOTING DIAMETERS/DIMEN510N,5 FOK,SAND,51LTY'5AND,CLAYEY SAND,SILTY GRAVEL AND ENGINEERING DRAWINGS (- CLAYEY GRAVEL(5W,SP,5M,5C,GM,&GC)WITH INSTRUCTIONS. PRESUMPTIVE LOAD-BEARING*=2,000 PSF= N 11 LANDSCAPE RUNOFF/DRAINAGE AWAY FROM HOUSE/DECK/ENCLOSURE,BY OTHERS FRAMING NOTES: _� 4'' & FOOTING A(IN)=22PIA OR20X20SQUARE`+,, ' I { ENGINEERED LUMBER/LAMINATED VENEER LUMBER-/•LVL NOTE5: 1 FRAMING SHAPES AND.5IZES,5HOWN'ON APPROVED FRAMING DRAWINGS/FASTENER TABLES REPRESENT FOOTING B(IN)=16 DIA ` �' MINIMUM DIMENSIONS TO RESIST COMBINED WIND AND ALLOWABLE GROUND SNOW LOADS(SEE TABULATED FOOTING C(IN)=12 DIA CONTRACTOR:ALL LVL J015T5 ARE RATED FOR"DRY-U5E/-INT`ERIOR"APPLICATION5 ONLY. VALUES) - `,- 1 LVL JOISTS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS` 2 EXTRUDED FRAMING SECTIONS TO USE 6063-T6 ALUMINUM ALLOY/TEMPER(OR BETTER) - 2 LVL MODULUS OF ELASTICITY 2.0 E RATED(MIN) _: t . ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF 3 REQUIRED MINIMUM FOOTING DIAMETERS/DIMENSIONS FOR SANDY GRAVEL AND/OR GRAVEL(GW AND GP)WITH 3 LVL JOISTS NOT TO BE INSTALLED IN DIRECT CONTACT WITH CONCBETE'OR MA5ONRY CONSTRUCTION 3 4 ALL;STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN 5UPPORT5 PRE5UMPTIVE LOAD-BEARING*=3,000 P5F 4 LVL-JO15T BEARING AT 5UPPORT5 TO BE SIZED PER MANUFACTURER' S INSTRUCTIONS BUT NOT LESS THAN 3 INCHES 5 END,BEARING OF FRAMING MEMBEK(5)TO BE UNIFORM ACROSS FULL CRO55 SECTION FOOTING A(IN)=18`DIA'• FULL CONTACT THE BEARING SURFACE MU5T BE SOLID AND CONTINUOUS OVER THE WHOLE SURFACE 6 BUILTUP1FRAMING MEM13ER5 TO BE MECHANICALLY CONNECTED IN FIELD TO ACT AS A SINGLE MEMBER(MIN FOOTING B(IN)=14 DIA 5 LVL JOISTS TO BE RESTRAINED AGAINST ROTATION AT ENDS AND SUPPORTS,PER MANUFACTURER'S INSTRUCTIONS 2#85135 @6"oc/PLY) FOOTING C(IN)=12 DIA 6 LVL-JOIST TOP(OR COMPRESSION EDGE)TO BE•LATERALLY SUPPORTED BY PERPENDICULAR FRAMING OR BRACING AT 241NCHE5 ON-CENTER OR CLOSER,PER MANUFACTURER'S INSTRUCTIONS 7 BARRIER MEM13RANE(5)/COATINGS TO BE INSTALLED TO PROTECT ALUMINUM MEMBERS FROM GALVANIC ACTION BY 7. EXTERIOR-RATED LVLr,TO BE SUBSTITUTED PER MANUFACTURER'S RECOMMENDATION FOR APPLICATIONS WHERE OTHER METALS AND TO PREVENT COPP05ION FROM CONTACT WITH CONCRETE,WOOD TREATMENTS AND OTHER REF *PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS FROM IRC TABLE 840141 LVL 15 NOT PROTECTED FROM WEATHER MATERIALS 8 MAXIMUM MEMBER LENGTH/HEIGHT NOT TO EXCEED DIMENSIONS SHOWN&TABULATED VALUES 4. FOOT[NG5 TO BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED,FILL PER IRC 84031 9 MULLION SPACING NOT TO EXCEED THE LE550P OF 7 5F OR ONE HALF THE WALL PIMEN51ON 5. CLA55 OF MATERIAL TO BE FIELD VERIFIED AT J055ITE(5Y OTHERS)AND FOOTING DIAMETERS/DIMENSIONS 10 WALL HEIGHT NOT TO EXCEED 98-3/4"(ALUMINUM ENCLOSURES)OR 111-3/4"(VINYL ENCLOSURES) _ INSTALLED PER FOOTING NOTES 1 THROUGH 3 AS APPLICABLE i`;• _, FASTENER NOTES: 6. CONSULT A GEOTECHNICAL ENGINEER FOR ANY UNDERPINNING OR EXCAVATIONS WITHIN 5 FEET OF AN EXISTING FOOTING UNDER NO CIRCUMSTANCES SHALL NEW FOOTING EXCAVATION S`EXTENDBELOW DEPTH OF ADJACENT r , 1. FASTENER SIZES AND QUANTITIES SHOWN ON APPROVED'CONNECTION DRAWINGS REPRESENT MINIMUM EXISTING FOOTINGS ` INSTALLATION TO RESIST COMBINED SNOW AND WIND,L'OADING IN TABLES 7 CONSTRUCT CONCRETE FOOTING PER IRC 8403 OR ACI 332. 2 USE FASTENERS THAT COMPLY WITH BUILDING CODES`- 8 PROTECT FOUNDATION WALLS,PIERS AND OTHER PERMANENT 5UPPORT5{OF BUILDING5&5TRUCTURE5 FROM 3. USE FASTENERS THAT RESIST CORROSION BY ACQ-C,ACQ`D AND CA-13 OR OTHER TREATED LUMBER(WHERE i. I FR05T PER IRC 8403.1.4.1 '\, ; APPLICABLE)AND/OR GALVANIC ACTIONyWHEN FASTENED THROUGH DISSIMILAR MATERIALS 9 MINIMUM CONCRETE COMPRESSIVE 5TKENGTH FOR FOOTINGS T0,13E-3,000 PSI AT 28 DAY5 OR PER IRC P4022& i•,`,',`� 4. HOT-DIPPED GALVANIZED COATED FA5T,ENE85 TO CONFORM TO ASTM A153 OR BETTER TABLE 8402.2 5 HOT-DIPPED GALVANIZED COATED CONNECTORS TO CONFORM TO ASTM A653(CLA55 G-185)OR BETTER I_ 10 MINIMUM SIZES FOR CONCRETE FOOTINGS TO,BE'12 INCHESOR PER IRC 840311,TABLES 84031,8403141&FIGURE 6 STAINLESS STEEL FASTENERS AND CONNECTORS TO BE USED IN HIGHLY CORROSIVE ENVIRONMENT5 A5 REQUIRED 84031(1),WHICHEVER IS GREATER BY BUILDING CODE5.MO5T COMMONLY AVAILABLE ELECTROPLATED GALVANIZED FASTENERS DO NOT HAVE A 11 STUDY OF GEOTECHNICAL CONDITIONS INCLUDING SLOPE STABILITY AND LOADING OF ADJACENT STRUCTURES SUFFICIENT COATING OF ZINC'AND'`ARE NOT RECOMMENDED WHEN REQUIRED,BY OTHERS..7 NEVER EL IN THE SAME CONNECTION 8 FA5TENE1R5 NLLUMBER(05ELG ST0.6)TO BESNSTALLED INTO PRE-DRILLED HOLES WITH DIAMETER NOT EXCEEDINGABBREVIATIONS: ! PROJECT DRAWING,>L_15,T`�s_r' FASTENER SHANK"MIN DIAMETER(0133"DIA FOR#10 WOOD SCREWS,O 150"DIA FOR#12 WOOD SCREWS,0171"DIA CBM=CRAFT-GILT MANUFACTURING COMPANYai FOR'#14 WOOD SCREWS/0 25"DIA LAGS)PER FASTENER MANUFACTURER'S INSTRUCTIONS. D=DOOR,M=MULLION,W=WINDOW,P=PANEL, SHEET 1 OF 5- GABLE ENCL'05UIZE-PROJECT NOTES 9 MINIt4UM'5PACING BETWEEN FA5TENE85 TO BE 25xNOMINAL FASTENER DIAMETER HC=HONEYCOMB PANELS;EPS•="POLY5TYRENE PANELS, ` %10 MINIMUM SPACING FROM FASTENER TO EDGE OF PART TO BE 15xNOMINAL FASTENER DIAMETER AL=ALUMINUM,H=THEPMALLY-BROKEN ALUMINUM H-eTIFFENER, SHEET 2 OF 5-GABLE ENCL06URE`WALL5/LAYOUT 11 ALL OVERDRIVEN FA5TENER5 TO BE REPLACED IN NEW HOLES PT=PRESSURE-PRESERVATIVE TREATED OR APPROVED DECAY RESISTANT, 12 BOLT HOLES TO BE 1/32-INCH TO 1/16-INCH DIAMETER LARGER THAN THE BOLTS IN=INCHES,FT=FEET,MPH=MILES PER HOUR, P5F=POUNDS/5Q FOOT SHEET 3 OF 5-DECK FRAMING PLAN 13 13OLT5 TO MEET OR EXCEED A5TM A 307 OR SAE J429 GRADE51 OR 2,OR BETTER. IRC=INTERNATIONAL RE5IDENTIAL CODE, IBC=INTERNATIONAL BUILDING CODE=, SHEET 4 OF 5-TYPICAL ALUMINUM GABLE ENCL05URE CONNECTION DETAILS 14. BOLT TO EXTEND THROUGH THE FULL THICKNE55 OF THE MEMBERS SPECS=SPECIFICATIONS,MAX=MAXIMUM,MIN=MINIMUM,DIA=DIAMETER, 15 BOLTS TO BE USED WITH WASHERS NOT LE55 THAN A STANDARD CUT WASHER UNDER THE HEAD AND NUT MEETING 5D5=SELF DRILLING SCREW, OC=ON CENTER,A5CE=AMERICAN SOCIETY FOR CIVIL ENGINEERS SHEET 5 OF 5-ALUMINUM GABLE ENCL05URE 5TRUCTURAL FRAMING AN51 E315 221 NDS=NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION -1 16 FASTENER QUANTITY/SPACING DESIGNATION 2x6 IN TA_BLES1REQUIRE5 2 ROWS OF 6 FA5TENE85,OF TYPE SHOWN IN TABLE r 17 FOR CONNECTIONS TO MASONRY/SOLID CMU,REPLACE LA65 WITH SAME DIAMETER HILTI ADHESIVE ANCHORS/ TAPCON5/NAIL ANCHORS.INSTALL PER MAN 6FAGTURERIINSTRUGTION5. ', stn PROJECT- CONTRAACTOR• 18 MASONRY VENEER 15 NON-5TRUCTURAL'DRILL(7H6 VENEER AND ATTACH LAGS DIRECiLYTO 5TRUCTURAL WRIGHT-CONKLIN QUEENS SCREEN CO. F FRAMING N E `, WINDOWS&DOORS NOTES: c �� 10 TUTHILL LANE 63A CLINTON St ALIJ M-I�NI`U M GAP LE 1 WINDOW AND DOOR UNIT DESIGN PPE55UKE(DP)RATING5 TO 5AT16FY ALL CODE REQUIREMENTS _ G C�J J MATTITUCK NY 11952 CENTER MORICHES NY 11934 -' 2WINDOW AND DOOR UNITS,IN•CONDITIONED SPACES TO COMPLY WITH ENERGY RATING5 PER CODE 4E N C L05 U RE 3 GLAZING USED IN DOOR5 AND WINDOWS TO BE TEMPERED OR,IF INSTALLED IN HAZARDOUS LOCATIONS,TO r- , i ` - PAWN BY"LYF DWG NO.:SHEET 1 OF 5 ti CONFORM TO CODE GLAZING REQUIREMENTS IRC 8308 r !kOJ E CT NOTE5 w Wright-Conklin-Gbl-Encl-20'X 16'-a Lu-r-- CALE:N.T.S. r REV:PO DATE:03/06,7'2019 � C? f� TIE IN TO EXISTING HOUSE BY CONTRACTOR SUPPORT CONTINUOU5 TO FOUNDATION LA u LAN 5 EXISTING STRUCTURE MUST RESIST(MIN.): -,. ,,..WALL 5 E CTI 0 N 5 _ r 3250 LB5-GRAVITY LOAD&1650 L135-UPLIFT LOAD - EXISTING SUILPIN 1450 L55-LATERAL LOAD(13YOTHER5) END BEARING PER MANUF.(MIN.4")(BY OTHERS) WINDOWS AND DOOR UNITS MUST 5E ORDERED WITH 5TIFFENER5 TO WITH5TAND 135 MPH WINDS , a Q 75 75 Q 75 7511 II 75" m :E 11 7511 `~ GABLE SIDE WALL (A) - '' :' GABLE 51PE WALL (C) chi u WINDOW5 AND DOOR UNITS MUST 5E ORDERED k ;"'y"`e' �' WITH 5TIFFENER5 TO WITH5TAND 135 MPH WINDS k',;Li; > II F = A55EM �\,P �DETAIL5 P 87"x70"W 87"x70"W P �, ; 3" Ef S.-CBM.,ROOFtttttt PANEL ^' s w �� ' WITH`RO'OF H5 @ 36"O.C. B - WALL z Q (MINIMUMREQUIREMENT) GA5LE FLOOR PLAN MINIMUM PITCH 1:12 (NOT TO SCALE) - ,---- GUTTER FASCIA .` - ,,t GLUE LAMINATED BEAM ;` GABLE FRONT WALL=(B),�,.' HEADER SUPPORT BEAM (2) 1-3/4"X18" 2.OE,G=1';LVL TRAN50M (OPTIONAL) \� 0 ' 4 � 05LIDING DOOR I -,` "•, ``'' �'= �'� �;'� »�R OR WINDOW I r• ` ' -�� << ' ="� TEMPERED LA '5<< IN ALL LOCATIONS CFR 1201 CATEGORY II �� -� '� �-. �`` {y '-.,� a�'k i �•� `�,�,�"•a3 to- � 1 p rb! FLOOR CHANNEL = !° DECK 0 TYPICAL GABLE SECTION <f; NOT TO 5CALE _�,�l -�}k'i 4.� 4 Fes\ rt t �( '• :4 ,,,_ y .��G: o }� PROJECT- CONTRACTOR: c n WRIGHT-CONKLIN QUEENS SCREEN CO. \• f7 j ,kf 0 TUTHILL LANE 65A CLINTON ST ALU MINIUM d." ATTITUCK NY 11952 CENTER MORICHES NY 11934 RAWN BY.LYF DWG NO.:SHEET 2 OF 5 _ N4,r1``-, r� f.�-,1 k� •' ' �:.. <� 2 tea-��,. �:�_ � '_".k -':� ' Q,>> l '; Wright-Conklin-Gbl-Encl-20'X16',a GENERAL LAYOUT FOR NOTES''SEE SHEET 1-PROJECT NOTE5 \ = I 0685g9-1 `� SCALE:1"=75" 4' - r ` 4)4 06 REV:RO DATE:03/06%2019, CENTER POSTS -END 1105T5 SIMPSON POST CAP SIMPSON POST CAP 2X10 LEDGER,SECURED TO-5TRUCTURAL CONNECTOR LPC6Z CONNECTOR LCE4Z STUDS IN HOUSE(PRE-DRILL HOLES) DECK ELEV 8-101 NAILS IN BEAM, 14-16d NAILS IN BEAM w/(2)1/2"x 5"S.S.or (24"ABOVE GRADE)HOT DIP GALV.LAGS __ ; •• � 1 8-10d NAILS IN P05T, 10-16d NAILS IN POST w/_WASHERS,@ 16"o.c.(3"MIN.EMBED.) r (UPLIFT 915 LBS) (UPLIFT 1905 LBS) J015T HANGERS TO BE SIZED EXISTING HOUSE(BY OTHERS) ,- 2x10-TIMBER JOISTS, 016o.c. AND INSTALLED PER MANUFACTURER 6"x6"TIMBER P05T 51/2"x 5 1/2"5IMP50N (TYPICAL) CONNECTOR ABA66Z(IYPIGAL) (2)2X70 TIMBER JOISTS (OR EQUIVALENT-720 LB5 UPLIFT) NAILED 012"WITH 101 NAILS GRADE(TYPICAL) I (INSTALL PER MANUF.IN5TR.) CONCRETE FOOTER O (3)2X10 TIMBER JOISTS FROST LINE NAILED 012"WITH 101 NAILS (36"BELOW GRADE) ((� FOOTING BFOOTING B FOOTING B TYPICAL POST DETAIL FOR FOOTINGS-FLUSH BEAM 3/4" PLYWOOD DECKING 5UBFLOOR ATTACH DECKING TO TOP EDGES OF ALL JOISTS CENTER POSTS END POST5 W/84 NAILS 0 6'oc(SHEET PERIMETER) DECK ELEV 5IMP50N F65T CAP SIMPSON POST CAP AND 0,12"oc(SHEET INTERIORS) - (24"ABOVE GRADE) CONNECTOK'LPC6Z- _"CONNECTOR LCE4Z 8-10d NAILS IN BEAM 14-16d NAILS IN BEAM (8-16d NAILS 1N1+05T 10-16d NAILS IN POST 1 51MP50N TIES H2.5A ;`(UPLIFT 915 L135) (UPLIFT 1905 L135) + - o ONE AT EACH J015T = � FOOTING B FOOTING B FOOTING B 6"x6"TIMBER P05T (TYPICAL) 51/2"x 5112"51MP50N ' : CONNECTOR A6A66Z(TYPICAL) (OR EQUIVALENT-720 LBS UPLIFT) GRADE(TYPICAL) (INSTALL PER MANUF.INSTR.) CONCRETE FOOTER y FROST LINE (36"BELOW GRADE) - (2)2X10 TIMBER J015TS'NAILED C@ 12" WITH 10d NAILS. JOIST HANGERS :• 'f c 51ZEP AND INSTALLED PER'MANUF. TYPICAL POST DETAIL FOR FOOTINGS`-DRbPf'ED:.BEAM FOOTINGC FOOTING A FOOTING C I,t` CONCRETE FOOTING, " , 96 '•� .- SEE SHEET 1 FOR SIZES 96 " -_ - t - 16'-0"[192"] ` pF 'NEI PROJECT—CONTRACTOR. c J 0 WRIGHT-CONKLIN QUEENS SCREEN CO. 9 11 9 11 X OS, 10 TUTHILL LANE 65A CLINTON 5T X20 —'D--%X,16 —O MATTITUCK NY 11952 CENTER MORICHES NY 11934 s DECK MAMING PLAN DRAWN BY•LYF DWG NO.:SHEET 3 OF 5 � - !, Wright-Conklin Cbl-Deck 20'x+16'-a FOIA GAP>LE ENCL05U1�E SCALE.1/4"=1'-0" p Q, /06'/2019 FOR NOTES,SEE'SHEET 1-PROJECT NOTES � 068589-1 � REV.RO DATE:03 TYPICAL FRONT WALL , ALUMINUM GABLE FASTENER TABLES TYFICAL.5I DEWALL r CO N N E CTI O N,�D ETA 115 TABLE 26-FASTENERS FOR 135 MPH WIND,EXPOSURE B,40 P5F SNOW'" 112 CO N N ECTI:O N D ETA I LS Flashing/Weatherproof (Per Code) Fastener Quantity/5 acing(in) 113A _ #8x3/4",505@6",T&B(Typ) 112A _ "' ' 'i 113 Detail ID Type Room Width(6-Wall 113A ' ', Fastener Type F1(Typ.)(PreDrdl) - 1138 1136 112A 112G 1126 10' 12' 14' 16' 18' _ % GIZA Panel 112E 112E `•` I 113A F1 3/8"x 2"Lag Screw 1012" 1012" 1012" 1@12" 1012" 1138 13C 7z 1128, `- 113A F2 1/2"x 3"Lag Screw 2x2 2x2 2x2 2x2 2x3 ! 1130 11 1 1 31 ' ',. Fastener T e F1 PreDrill) 1138 F1' 1/4"Lag+3x3x01"Waeher - - - - _ m % StaggeredTyp)( ach Side) 1126 _ 1136 Ft` 1/4"Lag Screw thru Al H's 1036" 1036" 1@36" 1@36" 2@36" 1130 z ,' ' Fastener Type F2(PreDrill),Staggered(Each Side) 113C F2 #8x3/4"SDS@Mullion/H 2x5 2x5 2x5 2x5 2x5" 113J 113J x '., Provide 0.75"Packing @ Fastener Locations 113C F2 #8x3/4"505@3x3 Post 1x4 1x4 1x5 2x3 2x3 ' w H-Stiffener,Trimmed around LVL(Each Side) 112F 112F 112H 112H 1120 Fi #8x3/4"SD5@Mul/Post 2x5 2x5 2x5 2x5 2x5 ' Bracket Part#166500 1120 F1 #10x3/4"SDS@A Fr Col 2x4 2x4 2x5 2x5 2x6 113E 113K 113K 4-#8x1"thru Mullion(Each 500),4-#8x1"into LVL 112E 112E 112C 1120 1120 F1 #105D5+Brkt@A-Fr Col 4x2 4x2 4x2 4x2 4x2 113E 113E 136 12-#10 55(1-inch Min Embed)Staggered E5(Pre-Drill) 112D F2 1/4"Lag+Washer@Post 2x2 2x2 2x2 2x2 2x2 Provide 0.625"Packing @ Fasteners DE K 1120 F2 1/4"Lag+Wash@A-Fr Col 2x4 2x4 2x4 2x4 2x4 DECK A-Frame Column(See Design Table) 112C 1121) 113 1120 F2 1/4"Lag+Brkt@A-Fr Col 2-2x1 2-2x1 2-3x1 2-3x1 2-3x1 112 1,115F 1,113G , I 112E I F1 I#8x3/4"505@Post 20 2x3 2x4 2x4 2x5 SECTION 112 ;_ Note'Lag thread to fully engage Al H flanges and Header top flange SECTION 113 I SECTION 113-A for Table valid for enclosed structures - #8x3/4"51)5012" #8x3/4"SDS@column GLUE LAMINATED CBM Silicone Sealant #8x3/4"SD5@6"at every A-FRAME BEAM (Continuous); door frame Sill #80/4"'6050column #8x3/4"505@columnFlashing(Per Code) GBM Panel AlH-Stiffener J M Panel IGGU55 #Sµx3'/4"-SD5@column 1/4"x1-1/2"Nail Anchor @16"for 4-#8x3/4"51)5 @ H #8x3/4"505@column Concrete Slab(min 4/unit) #8x3/4"SD5@6" SEGTION'112A #14x3"Hex@ everyjoist(less than 24"o.c.)' Fastener Type F1 @ Mid Panel Fastener Type F1 @ Al We - AT ROOF/WING GLASS #8x1 1/4"505@12" for Wooden Deck(min 4/unit)., w/3"x3"x0.1'AI Plate Washer Weatherproof w/Sealant - � ) Weatherproof w/Sealant (By Others) ;,' SINGLE PANE GL t. #8X3/4"SD5@column -• i - (By Others) t SECTION 1130 / SECTION 1128 SECTION 112C CBM Silicone Sealant (Continuous) CBM Silicone Sealant �(AT TRANSOM GLA55) (AT WING/HEADER) (AT FLOOR TRACK) (Continuous) ,- A-Frame Column/ ' AI Mullion/H or " s #8x3/4"505 @ 6" #8x3/4"5D596" ` •' #8x3/4"5D5@(0-" Post/Corner Fastener Type F1 Fastener Type F1 Flashing(Per Go le) ii 2#8x3/4"51)5 Fastener Type F2 #8x3/4"SD5@6" Fastener Type F2 -- ,#,8x3/4"SD5 @ 6" w/1"Diam.Washer or 2-#8x3/4"SDS ;, Fastener Type F2 G A55 G1A55 L-Bracket << ;'. — @ Post/Mullion/A=Fr:Col. _`- w/3"Emb`ed.;(Min.) 2#8x3/4"51)5 Al Mullion/H or Post/Corner Perimetcr'J�oi5t5` SECTION1155 ` ` #8x3/4''5D5@6" SECTION 112D SECTION 112E (HEADER'IN.BETWEEN POSTS) 5ECTION-1131- (AT RIM BOARDS OF, = r"' (AT WING GLASS) SECTION 1150 (AT TRANSOM GLASS) ; TIMBER DECK ` `' (HEADER AT MULLION/POST) „ Fastener Type F1 -I, '248x3/4"45D5@12" - " r 2-#8x3/4"505 _v # 2-#8x3/4"505@12" - 8x3/4"51)5@2" s imber wall: for mason wall: 2=#8x3/4"5DS@12" � _�, �.,, #8x3/4"505@6" fort ry 4-#8x3/4"SD5 ',#14x2"Hex@T 1/4"x1 1/2"Nail Anchors@TB 24&3/4"SDS Flashing(Per Code) #8x3/4"SD5@12" '} 8x3/4"SDS@12" 2-#&x3/42'6D5@12" 1/4"x1-1/2"Nail Anchor 916"for _ `- 2-#8x3/4"5D5 Concrete Slab(min.4/unit) ' " 2-#8x3/4"505@12" #8x3/4"51)5@12" #140"Hex@16"for for"H"CHANNEL WITH #8x 3/4"SDS@12" SECTION 112E SECTION 113E Wooden Deck(min.4/unit) 2-#8x3/4"SD5 DOOR/WINDOW MULLIONS AND (ABOVE FLOOR LEVEL TO TOP) Fastener Type F1 T (AT TOP OF GLASS SECTION 113F SECTION 113K Yp ( Yp) DOOR/WINDOW JAMBS ,SECTION 112E KNEEWALL) (AT FLOOR}KNEEWALL) SECTION 113J (AT HOUSE WALL) (ATFLOOR LEVEL) I (AT MULLION) 2#8x3/4"SD5@12 � 2#83/4"51)5@12" � , PROJECT: CONTRACTOR: 2 #83/ 5@12" \ j O 2483/4"5D5012° 2-#8x3/4'5P5@12" WRIGHT-CONKLIN QUEENS SCREEN GO. h f\L-U'M 1'N 1 U M 10 TUTHILL LANE 63A CLINTON 5T GAD ENCLOSURE L T- * _ �Fn ay MATTITUCK NY 11952 CENTER MORICHES NY 11934 LLI DRAWN BY:LYF DWG NO.:SHEET 4 OF 5 C,O N N ECTI O N DETA 1 L5 _ 2#8x3/4"5D5@12" 2-#8x3/4"SD5@12" ,_ _ (' 135 M I'H - EXI' P> 2-#b x3/4"505@12" 2-#8x3/4'5P5@12" (+ _ _ - Alum-Gbl-Conn -' - SECTION 1126 SECTION R FOR NOTES SEE SHEET1-PROJEC 8589"1 SCALE N.T.S. REV:PO DATE:11/21%2016._ & 25 f 5F SNOW (GBL`POSt AT TRANSOM GLASS) (GBL POST AT ROOM) NP ,_ _ , = TYPICAL GABLE-,ENCLOSURE iC,r A-FRAM ^' ROOF BEAM ROOF PANEL PANEL HEADER 'r BEAM 1 (-FWm COLUMN MULLION CORNER CORNER P05T POOT m i FLOOR G FLOOR " CHANNE CHANNE DECK DECK is n --_1PANEL FREE 5PANF — I —moi MAX COL 5P. - IDGE BEAM 5PA FRONT VIEW 51DE VIEW 0 `A-FRAME WALL MULLIONS / CORNER FLOOR / HEADER / RIDGE BEAM OPTIONS A-FRAME COLUMNS 5.2" 5 2" 771 ��-+1 I `icy� .1"� �3.T� �`"`,•�` ���`t �4.4'� ,'' � 18�Jf ''�-w C_SI A-FRAME CORNER A-FRAME FLOOR CHANNEL", A-FRAME WALL HEADER M1� ' � 1 A-FRAME WALL MULLION _ _ 7'`— _ - •�y A-FRAME COLUMN(AF COL) _ 'AF COL-3z3+ELECTRICAL+2-JAMB5(MAX HTIOFT) AF WALL MULLION-ELEC MULLION+2-JAMB5(MAX HT 8 FT-INTERIOR) AF WALL CORNER+2-MULLION5+2-JAMB5(MAX HT 8 FT-CORNER) AF FLOOR CHANNEL AF WALL HEADER+ARM(MAX SPAN 75 FT) I �!1 MULLION MULLION MULLION MULLION I RIDGE MAX ALLOWABLE GROUND SNOW LOAD P5F -MAX ALLOWABLE GROUND SNOW LOAD(P5F) MAX ALLOWABLE GROUND SNOW LOAD(P5F) MAX ALLOWABLE�GROUND SNOW LOAD(P5F) MAX ALLOWABLE GROUND SNOW LOAD(P5F) BEAM ( ) SPACING SPACING SPACING SPACING SPAN PANEL FREE SPAN(FT) PANEL FREE SPAN(FT) PANEL FREE SPAN(FT) PANEL FREE SPAN(FT) PANEL FREE SPAN(FT) 6 T 9 10 (� 5 6' T 9 10 (� 5' 6' T 9' 10 (� 5' 6 T 9 10' t (� 5' 6' T 9 10' 5' 100 100 100 100 100 100 5' 100 100 100 100 100 100 5' 100 100 100 100 100 100 5 100 100 100 100 100 100 _ 8' 100 100 100 100 100 100 55' 100 100 100 100 100 100 55' 100 100 100 100 100 100 55' 100 100 100 100 100 100 55' 100 100 100 100 100 99 10' 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 O 100 100 100 100 100 10 99 90 12 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 84 77 14' 100 100 100 100 100 100 T 100 100 100 92 81 73 T 100 100 100 100 100 100 T 100 100 100 100 100 100 T 100 100 88 79 71 64 100 100 100 100 100 I" 100 84 71 61 54 48 75' 100 100 100 100 100 100 75' 100 100 100 100 100 100 75' 100 -86 75 68 61 55 100 100 100 10 100- 96 J ti PROJECT: CONTRACTOR: jO yO WRIGHT-CONKLIN QUEENS SCREEN CO. <,"\,A LUMIN I U M '- 10 TUTHILL LANE 65A CLINTON 5T GABLE_E_NCLOSURE MATTITUGK NY 11952 CENTER MORIGHES NY 11934 `JTI�UCTURAL FRAMING DRAWN BY:LYF DWG NO.:5HEET 5 OF 5 _U{�TO 135M}�H ' EXP B B'ea'm'1 `FyL00R/HEADER/RIDGE BEAM ? Alum Enol AF 1308 Mul;Gol„ 0 1 �� SCALE:N.T.S. - WALL MULLIONS/A FRAME COLUMN FOR NOTES 5EE`5HEET1-PROJECT NOTES �,p 68589 �, REV:RO DATE:11/21%2016__ AD L an en 04 fes^ " - - -t� T:r,,„^ f•r��''+,"., ��P,; ���iM tii,u_� .s',�., �s;ry� ® ��.e �' ,� •tib FOOTING B FOOTING B �- i 0 FOOTING B FOOTING B FOOTING C FOOTING A andy-a� Is / a�° f SITE PLAN HATCH KEY: 11 0) - _ PROPOSED BUILDING ADDITION 7 PROPOSED ACCESSORY STRUCTURE N n PROPOSED 2ND STORY N6504340"E 141.61' O Z J F— J Lo O OL/'� O N Z O I i cry H � FRO�E�T ATA : FAOE <E� : Q w i 1 J 00---------- ---- --- . .< __ �_-< ._._ _ ._� �_ PROJECT LOCATION & SCOPE z C) EXIST. __ ri SHED FRO JErT / ZONING DATA SITE PLAN & ZONING DATA —1 TAX MAP # 1000-107-04-2.2 Z - ------------------------------- � Zr'I ZONING DISTRICT R-40 CONFORMING I C•�6QQ� •QQ GENERAL NOTES w (D LOT AREA O a ACRES ENERGY TABLE Ill Lo STRUCTURAL DESIGN CHARTS i I HABITABLE SPACE ExISrINC PROPOSED Ili — f� —QO�•00 HOLDOWN, ANCHOR BOLT, - 1425 S.F. FIRST FLOOR AREA _ -� -, +r 320 S.F. STRAPPING, & NAILING DETAILS WW i FASTENING SCHEDULE ... -- --- ---_ _-- -- - -_ __. ' — ------ ----- ----- ------- ------ - - - - I- LOT OOVERAOF I O I .00 PROPOSED FOUNDATION PLAN - ' ' " ' " -- --- PROPOSED FIRST FLOOR PLAN = DESCRIPTION (FOOTPRINT) AREA L U s� or �', PROPOSED EXTERIOR.ELEVATIONS -_----___-______.____._.I___.___ - COVERAGE DESIGN DETAILS ------ - ----- '------�� Q TOTAL LOT AREA 40,000.0 S.F. EXI5TINO DWELLING 1,424.0 S.F. h I EXISTINC SHED 265.0 S.F. 0.1% 60.0 S.F.EX1571NO WOOD DECK 11' 0.:2% NEW 5UNROOM 320.0 S.F. 0.83b =__ I 138.0 S.F. NEW W00D DECKS I 0 39� TOTAL AREA OF ALL STRUCTURES 220"1.0 S.F. 5.5% I **MAXIMUM LOT COVERAGE ALLOWED - 20% II _ MAIN BUIL REWIRED SETBACKS REQUIRED EXIST. PROPOSED COMPLIES I FRONT YARD50.0 aa.3- - I 1 —r-71:1.5'5' YES I -- 15.0 - SIDE YARD 37.6- - - 51.2' YES I 35.0 ba.3' ba.3' YES BOTH SIDE YARDS EXIST. DECK - I -- - YARDEX15T. WD. FRAME RE - - - -- -- - . - . -YES HOUSE ! I it i i Lu I i I : i 37.6' EXIST. 2 ba.3' ov - -- ---t Tl f j 5UNROOM FILED BY f- a I I OTHERS NEW DECK NEW DECK PROJECT: I WHITE I I RESIDENCE WOOD DECKS I I 6105 WICKHAM AVENUE MATTITUCK, N.Y. 11952 m . DRAWING TITLE: "a17 C<5.> ":'�'. ax,<. .\�"3a.`aa�.. •,a .r>, vr,s. a« «*�a."<.,t"9'B' ''€�' .\�'.�- :•;?• °: •,mow- •" .u.�.,t. .moo q. .; \>4 �.. �� _s'i., ,t• <'.`a.: �:.,. .` ,r .@ >\ < v. a. .. '. ..•; '�4 .\� ,ti 's g>. °"'.^�,... �`A�...>$;'Via'` ��. >.: E M g PROJECT LOCATION & SCOP - - '•: .<..,a -.: .,.,.. ...�: w :-g `�e*w ,c:.<p• d*Sct� t. `saF T•><�,..� .e•• �''�:\ »^� Y� '�.' R.. _ = a; : ". ": M : : :. ., r SITE PLAN & ZONING avq- :. G DATA .�� gglp'. yy A F: a \140 '' .. \ 1,40 -y` Lk ..,..< ...< \> >° ` as •+a :moo\.;a, is 1 � ...\`:.. >c�.. g,� pk".r al _;< ,. ,. 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'' uj Q N65045'401= 141.61 O Z L I " O O O O (- Ids w r d: N Z FROJET DATA : FAOE <E� : Q � uj 00 EXIST. —QQ •QQ PROJECT LOCATION & SCOPE Z p p SHED ° PROJECT 1 ZONING DATA _ '' j SITE PLAN & ZONING DATA -� Tq 0 TAX MAP # 1000 10"1-04-2.2 j _- ZONING DISTRICT R-40 coNFORMINO -OO2 OO GENERAL NOTES w ENERGY TABLE � _ Lo j LOT AREA O.a ACRES ! O I STRUCTURAL DESIGN CHARTS ! J O : HABITABLE SPACE - -EXISTING PROP05ED —Q Q .®® 1----- --- --- - --- ----— --- __ ! HOLDOWN, ANCHOR BOLT, - FIR5T FLOOR AREA 1,425 S.P. +320 S.F. N I _- STRAPPING, & NAILING DETAILS wuj FASTENING SCHEDULE U 4 Lar GoVEF2A67E — O .00 PROPOSED FOUNDATION PLAN L U --" -- - ---- PROPOSED FIRST FLOOR PLAN _ J PROPOSED EXTERIOR�,ELEVATIONS I DESCRIPTION (FOOTPRINT) AREA ,I; DESIGN DETAIL ! I I li gb LOT U • J COVERAGE S TOTAL LOT AREA40-= - -- _ - __ _ ------ -------- --- —u ,000 0 S.F. p EXISTING DWELLING 1,424.0 S.F. !� 3.630 EXISTING SHED 265.0 S.F. II �> i I 0."7910 EXISTING WOOD DECK I 60.0 5.f=. 0.290 NEW 5UNROOM I 320.0 S.F. 0.830 - _- NEW WOOD DECKS ! 138.0 S.F. O 330 I TOTAL AREA OF ALL STRUCTURES= 2207.0 S.F. l= - 5.530 - I � "MAXIMUM LOT GOVERA5E ALLOWED - 2030 ! I I I I I� REQUIRED SETBACKS MAIN BUILDING �I''i REQUIRED j EXIST. PROPOSED COMPLIES j I Ih I I II I I - 5 111.3 I 711.5' -- YES - I DEFRONTYARDD I 50.0' I - I : I5.0- 3'f 61= 31.2 - -- -=YES I EXIST. DECK - (Oct. ' -_= = I I BOTH 51DE YARDS 35.0 611.3 YES - EXIST. WD. FRAME REAR YARD 50.0' �; 123.11' 123.x' YES HOUSE i J I I I I VIII I I i I I I � ! I I � I 37.6 I I EXIST. g O -------' — Lu 7 T SUNROOM I j � DESIGNED 8 31.2' �;,I FILED BY Q OTHERS o I I I NEW DECK I NEW DECK PROJECT: I i WHITE I I RESIDENCE I WOOD DECKS i 1 6105 WICKHAM AVENUE I MATTITUCK, N.Y. 11952 DRAWING TITLE: m -—- - - - - ---- ----- -- - --- i :, a \ " o*:'� N a Ms: _- �g ii x��:. \� :,. :�o�ye, .,a 7^ •av� ;-r " , eg'§\ a°:. ' \.\` .,`\.:'U.'�`�`.:si::." ,� S':t.a�„ �g' �a=;f;;=,`':ia.7^a,.:..$.r5.hi•4: ems_, "i a4;aa'�.te>`a,`��+'.a-�fc,..y��\..a°,"��ar,:,�ao,�"`;',.�.:.Y._�x, ` *�Edwg,`,:'.4,.`<'x.;.»�..,`2,{"<�;`;';g .a:,r.\'af,»es?;\• .�:�S^?,�k.'.,',.a�`': •:2�;a:,�,.0,.,,'a.a_$."`,;a.::`;.; PROJECT LOCATION & SCOPEP E M5. k-,_ Y �` : ' SITE PLAN ZONINGDATA ,,:' ` &,' ? euw ii, >w y \s� 911 '::t s*,L, �• 7fl'>"<t �,� �"r ` `$ani i AGE ,r P v � .. :. Yid, " . `k,al.. s", . "�i,}4 ,,;, ...:. k,al �':: �::a3�xa;., a.m.. �(� "T"', > Li 00%601moo 'A x Vo x� P ,\ .. `' ' 'x a .,� sta o 5' .r t , a i, ei.., J. " a.� DATE: 03/01/21 1 OF 4 Via; :. ._t��z� s$x•�`'.: ii _ wqp+ t m '. l': : - .... ^z<« a �\::,::' Vii, ;I x�r 5 '. i •� ,.yx' .,' :�nY >"`�' .> x..ri' '°• •,s>: ^'sc: \a' x11-' p,/�•, �� a\.a xt$ a?d,' N'x .T•.i".W.�i�. ..\, e\S:aa,�'A�� � '� ..s":��,,x w .i``\t'' '.°M�"`' >.FR„a , .'�+ 4✓ O x e:�b, a ., J„ ,, ;, ,s';d ^. •S�� 'd.tti.^ «�*� ? 15 s p,\ .. a,�a :q, Cq\• Aj dk Vq ,,,y I �� �Yi;, �•pR _E� d�'• .&1' ga.. .• i E, .... to. ... -x. ,< &, x �.<: , ' .1 ',811 5. •�: \. i O Y I 111 - l.'&.�'#aT ..Zj• �ajR�..``:\.� Q;�i, r��` iE. o / .\.,,.. cot .. � §.-.<s..a. . �.. �v �i•.t iaY`*a \r:`v tl' I 'i tet. IN r. y wtag, i w 1 . - '',alk, i:r a t `..:u�.�ng - <' s � e— .� �` ,..5. >. ..y.sl t\\\�` �L yak is:r\ a;a a `... 0/� < \ 3740 �{5 OF l \. a y; e _ .� :.. `.., .. •.Ma:�,..:"�""n.«: s'.I ice,.:» '.�.a� �� >.,..•_.�:�1-�... '_wLaz`�-..»�..�i:.,a..a�. .���t:�iw.b`c�a. .. r\. a.. SITE FLAN _ _ LOCATION MAP SCALE: 1'-0" = I5'-0" SCALE: NT5 - _-_ _-_- - - _ _ -__ - ____ - _ --- - - =i -- __ - - CARPENTRY A B O F MING MATERIA STANDARDS FOUNDATION, CONCRETE AND MASONRY ��� Y I l'� I I O�S NOTES � Sfi�EG I�I GST I ONS wooD RA L NRY I. UMBER SHALL BE DOUGLAS FIR LARCH #2 t BETTER Fb = 8'15) UNLESS ¢ -_- -- _--.-: ._-- -_--_-- -- ---_::-__-_---_--_--___ ---_---- ----- ----------- -- -- - -- - -- ----... .--- -- ----- ------- -- ----,--==--------- - U ALL L ( THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER �� - - - -- �,! _----_-- - ----��-- ------- ---------------- --- ---- ---- - - Q TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. 11 BOARD :INSUL. I INSULATION I � � PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF _ _ - _ =-J . ___ __. _- _-__ -__ _ __,_ ___] __.. __ _ ___ __ ___ __ _ SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK W Z O 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION Ii INT, l INTERIOR l W = N 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - -- - -- __�_ - -- - ---- - ___-__ _-__ - --_,,,=-,i_ -___ _ _-_ _ ____ ___-_- ______,.J I - --__ -_ - _.. BEATER STRUCTURAL SAFETY OR DURABILITY SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIPiGS TO BEAR ON FIRM V G N G IR I , UNDISTURBED 501E BLDG. '[BUILDING I K I[KIPS (1000 LBS) J F- r•1 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT __ --__ -,__ -,_ -- _.-_ ,-_� _- -_-___, _-__-_-___ ___------______-____,__-__-_L____=_____________1__--____ _.___ 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE - - APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2'x6 , UNLESS (I) 2 xb (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HA E MIN. SEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. BM BEAM I MANU. SPEC.'S MANUFACTURER'S 5PEGIFIGATION5 . W >; 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS __-_-____---_- -�-------------.-------.---------------- ----------. _ ------_ -- --_ - ______--___--_-_-,_:,-__________.____7__ --_,____� _________,______-____-_--.__--___.__---_.___-_ ___--_--; - - APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF II MAX. MAXIMUM 1 F- Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED I[ _- 1r _ _ � -- _ = ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING -� _- - - - _"_ _ "_ ______ -=====j Z EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MECHANICAL J 2 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. -- _-_ _ -] J -i PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. =___- ------_ -___i -__==-----__ __-____°-_°--_-_- _ - E- J AROUND ALL OPENINGS IN 5. MINIMUM, DOUBLE HEADERS AND TRIMMERSPREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. rMINIMUM �' 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES i _---l -- �j _- __ - - - - FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK F LL SHALL BE PLACED AGAINST FOUNDATION WALLS - - - '_- -_ - -- O AND AUTHORITIES HAVING JURISDICTION. ss RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. f CEILING JOIST l NAVD88 1[NORTH AMERICAN VERTICAL DATUM OF 1988 I' O O O NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _- --_ __=J_ _-- ___-_ ___ ___--- -- -____ ____ _ --___ ___ - , 4. ALL UNNOTED OR NON V U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. l I T- - CL Lo ir OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED - __ =- �= - _-_____ _ .__- __-_- T'I'C I CAL= NA I L I NS/STRAf=f=I NO REOU I RE1� ENTS FOR a �' NA 1 L. I NO/STRAf=f=' 1 NO @ N I NDON/DOOR HEADER UFL I FT SHEAR I$ LATERAL= Jam!I ND RESISTANCE o ~_ CN NOTATION: Z J Ir"Ill l A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.1, P. 184) "ALL 57RAFFINO TO BE I%4"x 20 OALOE** -- °SIMPSON" EQUIVALENT - 0520 (COILED STRAP) X-II B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 5.23B,P. 24U W G - NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER (2018 WFGM,TABLE 3.230, P. 25:2; *USE I66 NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL Q W >" ALTERNATE AS PER TABLE 323D,P. 243) c Z II I, II 'i ID - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. 51DE O A ! - -- ___ - D (2018 WFGM,TABLE 3.1, P. 184) Z GONNEGTI ON A E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2018 WFGM,TABLE 3.221',P. 288) NA I L. I NO ORD F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. SIDE J G F(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 141) - Lo B \Y I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd E ...---""."... COMMON NAIL w/o PREBORED HOLES. Q 0 O 0 LO 0 FASTENING SCHEDULE B .---�""-� AT RAFTER TO RIDGE 2 2.WOOD 15 A55UMED TO BE Dr,#2 S BTR. IN DRY USE -- -- - _ '' ,..�.;.. R.R. 2.. N SERVICE Z F I ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS jl �- GONNEGTION: O s 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL j (IN ACCORDANCE WITH-WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) -- ry (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL = FOR STRAP - 3 g d COMMON ' . • , • , HOLES,SET NEW MEMBER. I— , NOTATION A l B G D E if F G I NAILS ® EA. END OF STRAP. . • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED a J f ROUGI I a'^r J • • 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS O —� 1 I II " FOR ROOF SLOPES UNDER 5.12 WITH c.J G.TIES '� � 00 ROOF SPANS OF 24' OR GREATER TIGHTLY BOND THE END OF THE NAIL TOA 40° ANGLE,SEE I f - - - `'.•••.... GRAPHIC BELOI^l1 O OPNG 2 USE 4 8 d COMMON NAILS ® Z CD EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY SECTION 12.4-PLACEMENT OF NAILS b SPIKES d TABLE -- " SLOPES OF 5:12 AND GREATER. CR 4-I. Z - 4-o 14--- --I- 2 2 2 j " - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. rl b'-O" 5 I 3 3 3 3 Z N 1 CONNECTION BI B2 LL W (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) 8-o I AT RAFTER TO TOP PLATE TO STUD aI — — — - -'III � - -2 -3 � -4 4 4 GO'�NEGTION: ....--�''"• Ln m ri i' --- -j E32FOR STRAP — oQLs� EA. ND OF STRAP: 8 d COMMON NAILS ® - -'` WHEN IN TOWN OF ISLIP OR NAILING NOTE GEOMETRY EXCEEDS THAT PERMITTED IN seE E31 • MAX. NAILING GRID ABOVE UTILIZE W SIMPS0 # H2A (OR EQUAL) RAFTER TIE - -- - - - _- - FOR TOENAILING - COMMON NAILS 3 8d U - -- • - -- - - - - USE SAME •.. - CONNECTION --.... .. • W FA57ENINO SCHEDULE A REOUIREMENT5FOR . FOR G.J. TO R.R. - q 16 d COMMON NAILS �. NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS RAISED c.LI (WHEN AT G.J. TO G.J. CONNECTION: = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE $ OR BELOW I 6 U J PING AND NAILING REQUIREMENTS _� ____d COMMON NAILS SEE PAGE G 003 FOR STRAP SII AND ROUGH OPENINO FRAMINO REQUIREMENTS) FOR G.J. TO G.J. - 16 d COMMON NAILS a ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERVIISE 'l ' GONNEGTION GI s G2 w (SCHEDULE AS PER AWG 2018 WOOD FRAME GONSTRUGTION MANUAL TABLE 3.1) • I DESCRIPTION FASTENER SPEC. FASTENER AND QUANTITY SPAG I NO I AT STUD TO FLOOR ASSEMBLY ROOF GE I L I NO FRAM I NO -'"� — G 2 -- - —; TO STUD GONNEGTI ON: RAFTER To TOP PLATE (TOE NAIL) -- -- j SEE PAGE G-003 - II - - - -- ° ��-- -..-- I PER RAFTER G I ....' - � FOR STRAP - 3 8 d COMMON ----- - - _ __ _ - --- - - - - -- ------ ---- --- j � NAILS ® EA. END OF STRAP GEILINO JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST ° -- --1- --- - - .- -- ---- - - -- ° I I „ FOR EA. PLATE TO STUD ABOVE S OR - i GEILINO J015T TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP i'I ' BELOW - 2 IC d COMMON NAILS - - . mv I CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 4-Ibd COMMON EACH LAP " - --- - --- - - PER TIE COLLAR TIE To RAFTER (FACE-NAI L) --- - _ -.--SEE-PAGE G-oo3--! - - � I I` I BLOGKINO TO RAFTER (TOE-NAIL) 2-8d COMMON i EACH END -- I RIM BOARD To (END-NAIL) - - SOLID - CONNECTION D) 4 D2 - - - - 2-Ibd COMMON EACH END BLocKIN6 - - - - - m EA.BAY HALL FRAMING _ AT STUD TO FLOOR ASSEMBLY TO 51 LL TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON 1 I PER FOOT "� ' • I - - - -- ------ -- -- - -- - - f PLATE(S) GONNEGTION: D2 JOISTS - EA. SIDE ! - - -- -- - ---- - - 1 FOR STRAP - 3 8 d COMMON NAILS ® EA. TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON � STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24 O.G. -- - -- - -- - --- - -- D I + END OF STRAP (WRAP STRAP UNDER SILL PL.) I HEADER TO HEADER (PAGE NAIL) Ibd COMMON � I6 O.G. ALONG EDGES, ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - 1 UE d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD ALTERNATE CONFIGURATION - ABOVE STUD TOBOTTOM PLATE TO FLOOR JOIST, BAND J015?, FLOOR CONNECTION w/ # LPT4 SIMPSON (OR ---• ---•- z 2-Ibd COMMON 1� PER FOOT STRAP w/(3)ENDJOIST, or BLOGKINO (FACE-NAIL) ' EQJA ® PLATFORM TO SILL PLATES -"" '" NAILS• EA.END5T�4NDAR /ALTERNATE ) "`-" W ALTERNATE USE/� /- 5 PTOFLOOR FRAMING JOIST-(FOR II ..... I � � I ! PER JOIST ! - 14-8d COMMON � JOIST TO SILL, TDP PLATE or GIRDER (TOE-NAIL I Ell BRIDOINO TO JOIST (TOE-NAIL) 2-8d COMMON EACH END BLOGKINO TO JOIST (TOE-NAIL) 2-5d COMMON EACH END �I - L--- - -- ------ - - -- 3-Ibd COMMON EACH BLOCK BLOCKING TO SILL or --- - - -- ---- - - -- --I - - ---- - --- - - PROJECT: II TOP PLATE (TOE-NAIL) LEDGER STRIP TO BEAM (FACE-NAIL) -- 1 - EACH JOIST 3-I6d COMMON ' JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST WHITE H ITE BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST RESIDENCE — — — ' — — --- — �I'--- —--- WOOD DECKS BAND J0I5T TO 511-L or TOP PLATE (TOE-NAIL) 2-Ibd COMMON PER FOOT I I ROOF SHEATH I NO 6105 WICKHAM AVENUE - -- - - - - - _ , - MATTITUCK, N.Y. 11952 STRUCTURAL PANELS: I I I INTERIOR ZONE Sd COMMON b EDGE / 12 FIELD PERIMETER EDGE ZONE g j 8d COMMON b" EDGE / b" FIELD � � I N� O TOLeT OABLE ENDNALL GABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.C. 5RACIN5/57RAFFINO DRAWING TITLE: UP TO 4" RAKE OVERHANG - ----- ----- --- - -- TO ENGTH - --- - - - _ FOR RAKES 12"OR H LDOWN ANCHOR BOLT - - - 1 - - BLOCKING 2 LESS PROVIDE � � GE I L I NO SHEATH I NO TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS <TO LOCKING m 12' o.C. FOR WIND - EXPOSURES B#G BAYS BACK ® STRAPPING, & NAILING DETAILS ALL OTHER GASES FOR WIND - EXPOSURES B8G - 4'-O' O.G. AGHEIVE RAKE O.k. - - III - - i- - - " -� - - - ' of FASTENING SCHEDULE OYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD ONE STORY SL B ON GRADE - - BUILDING MINIMUM SPLICE'S I' BUILDING MINIMUM SPLICE NALL SHEATHING DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) -- - - - - PAGE: - - - - 121-0 - 2'-O 2'-6' 8d NAILS EA. END I - I STRUCTURAL PANELS 8d COMMON l 6 EDGE / 12 FIELD / 12'-O" 3'-O" of EA. STRAP 3,-p„ -a„ ATTIC GYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIELD j Ib'-O" %j Ib'-O" 4'-0" G-003mOu ---- -- - - - -- - -- I 111 20'-O" . III 4'-0"/5'-0" IIS � �� ISI FLOOR SHEATH I NO SUBFLOOR) -- - 11 - --�. 20-0 ( - - � -- -- - BLOCKING 2 BAYS - - - BACK® 4-O O.G. -- 24'-0" 4'-O"/5'-O" 24'-O" b'-0" I� - DATE: 03/01/21 3 OF 4 - - 2b'-o" -1'-0" II STRUCTURAL PANELS: IIII I or LESS 8d COMMON b EDGE / 12 FIELD I I GREATER THAN I": III I6d COMMON � --__- ' I I� 2-O 6'-O /'7_b� - 32' O° =- ----------_ ---_ -- b EDGE / 12 FIELD i, - - 3 - 1 - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED b" O.G. AT THE PANEL EDGE. SECOND FLOOR Lq n I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE �i'Y--- _ - - -- ---_-_- -1 - -- -- - -------- ------ -- --- -- W FOR EXAMPLE, IF WALL 5HEATHIN6 IS NAILED 3 O.G. AT THE PANEL EDGE To OBTAIN HIGHER - - - ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. I 561-0.1 - I -1-0"/8'-�i 36-O' I 9-O' � � � ,• �,�,y � SHEAR CAPACITIES, NAILING REGUIREMENT5 FOR STRUCTURAL MEMBER5 SHALL BE DOUBLED, ORREDUCED - --- CONNE ON USINO 2-16d LS MR RTER GT}fCS,ITHE NAI SPAGIN615HALL BE SINORDER TO 40'-0" - 8'-0"/10'-O" - 40'-O" ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS r 2 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED -- - - i - - - - -- ------- - - -------- - - it " II - --- WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF I BACK ® 4'-O" O.C. `` ;• .a ` NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&V NAIL PER FOOT. 50-O" 10-O /12-b 50-O 1 51-01, v' E OF THE ROOF INCUDINO 4 ON EACH - TYP. STRAP w/(3) 3 FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDG IN EXPOSURE B t - ---- 8d NAILS EA. END , L - - - - I'' - -- - — -- --1 Fr k HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT -- - - -- FIRST FLOOR 60'-O" 12'-O"/15'-O" 60'-O" Ib'-O° OF EA. STRAP 5.TABULATED SPLICE LENOTHS ARE BASED ON FOOT USED. SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQ RE T5 5 �,.,e,7ERALALLo�S�sH�L�LL�F•ILEiGHT_MULTIPLY THE ABOVE L FOR -- '70'-0" 14'-O' NOTED N. E LENC7TH BY NS (ADDIITIOINALLY,ICROUND UP TO THE NEALRESTIFOOT)GTOR III --- - - 4' pII = - I -701-O 11 4'WALL- 1.125 Sp-O b-O 80-o :221-0" 20 - - - - 0 1O'WALL- 1.25 II'WALL- 1.315 THI5 COLUMN w/MULTIPLIER BLOCKING 2 BAYS 12'WALL- 1.5 BACK® 4'-O" O.G. FOR IO'-O" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL 0 ENERAL= I �50L. KEY : Q NEW PARTIAL HEIGHT UJ� Z O 0 EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5TL. N � WHEN APPLICABLE) I � W r�-T-11� EXISTING TO REMAIN NEW FOUNDATION ALL a W WALLNEW WOOD FRAME (L.6. - STL. WHEN APPLICABLE) _- I I' Z i � O � Z EXIST. EXTERIOR J NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.6. 5TL. PO5T FOR 4" WALLS SHEATHING WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL POST FOR b" WALLS), U.O.N. __, I EXIST. SIDING MATERIAL Q O O NEW 2-HR FIRE RATED I, BUILDING PAPER 4 HOUSE WRAP 0- L`7 Ix WOOD FRAME (L.6. 5TL. TO FULLY OVERLAP FLASHING }• t1' m WHEN APPLICABLE) STUD WALL Z II i I GAP FOR Q DRAINAGE 5/4"xb" COMPOSITE _ DECKING (U.O.N. ON PLAN/ 1-- - -- _- _-- "Z" FLASHING SECTION/DETAILS) Q ---- - _ W J j Ali .--I 00 `-�FLASHIN6 O Z III it i I I DRIP EDGE P.T. DECK JOIST r-I i � I i II I R J jI -- GOUNTE AS PER PLAN r'1 f I P.T. 2"x TO MATCH DEPTH OF - O � FLA SHING � I'I I II I I' I INTERSECTING JOISTS FASTENED w/ 2) Z d' II ', IIS'I �. �� ( III, I I'I' I 5/8 cp x 5 LONG HEAVY DUTY GAL. Q r'I i � Z �XISTINO -_- - --- - -- LAG BOLTS ® Ib" O.G. INTO MUD SILL E METAL 6ALV. JOIST HANGER J N 565EYENT -- - ---- l RIM BD.;WHEN ® FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL) ® LL W (fl i w/(2) 5/8"0 x 5" LONG APPROVED EA. JOIST it - --- - - - - Q Lf) ;'' jll II i II j MASONRY ANCHORS ® Ib" O.G. � � "Z" FLASHING T-1 _ O EXIST. GIRDER w W Q to L_EDOER GONNEGT I ON DETAIL. � = I---- d) A-IOI.00 5GALE: I" = P-O" (~j SOUTH ELEVATION (FRONT) � 1 50ALE: 1/4" = I'-O" _ J U J A-101 w QLu1 � NEN 2"x8" P.T. * „ � waw Z D.J. ® Ib" O.G. X p .���.,,.�..,�, � (V �1 z µQ�~ < Lu -• F �� z �O-wij � to cn Lr - -- - --- (n } U MIN. 4" BETWEEN EDGES OF p lu m 1-1/2" 50UARE BALUSTER 1 y SUNROOY p (STYLE TO SELECT) - x I PLANS I Q DE51ONED Q 51MP50NTIE (ORAE UAL ' 1 E I LED �3Y 5/4"xb" P.T. DECK I I OTHERS BOARDS - I I NEW 2"x8" P T. (2) 1/2"0 HOT DIPPED 6ALV. BOLTS a EA. P05T w/OVERSIZED P.T. D.J. AS _ Z —WASHERS d END NUT PREBORED -- PER PLAN cV INTO BEAM, POST, DECK TIE 4 RIM BOARD A55EMBELY P.T. BEAM AS NOTED - - D BLOCK ® I O.C. , N SOLI BL G 2" i I j i i I i 1 H.D. V HRU � I) I/2 � 6 L T , (2) 51MPSON DJTI4Z ( I DECK J015T TIE ® BOLT w/OVERSIZED WASHER I PROPOSED FOUNDATION PLAN i EA. POST 4 END NUT PREBORED INTO III III III P05T $ DECK JOIST TIE I _ ' I I, • _ 1'-0" - � I � ;� i l I i � ", I I I "SIMPSON" ABA44 N I I SCALE• I/4 I i I I I, m I ® COLUMN BASE Z ry 4"x4" P.T. POST w I GRADE II O 12"m 'SONOTUBE' FILLED - -- - 50LID w/P. GONG. LI w (MIN. 4,000 PSI) EAST ELEVAT 1 ON (R I O HT SIDE) 5GALE: 1/4" = 1'-0" m Q 0 PROVIDE NEW HAND RAIL r_ EXIS-�-INC� BOTTOM OF RAILING; SECURE W/TIMBER TECH PROJECT: HOUSE #8, 2-I/2" 5.5. DECK SCREW(TYP.) 2 EXTERIOR HOOD DECK DATA I L WHITE 4-3y2 -101.00RESIDENCE 5r-.ALF-.. 5/4 = 1'-0" mWOOD DECKS 6105 WICKHAM AVENUE NEW DNI ' MATTITUCK, N.Y. 11952 (4) RISERSI m DRAWING TITLE: I I — -- -- — Q PROPOSED FOUNDATION PLAN ''IIII PROPOSED FLOOR PLAN PROPOSED ELEVATIONS I DESIGN DETAILS I NEW DECK m I 'I d) s'-oy2° I PAGE: -NEW0 -n OO DECK ■ 11 SUNROOY `t NEW DN j -10 y 'I 2 I b RISERS ! II L - - ° DES 1 O NED o DATE: 03/01/21 4 0 F 4 PROVIDE NEW HAND RAIL ® � F I LED BY � BOTTOM OF RAILING; III SECURE W/TIMBER, TECH 1I I OTHERS I DECK II SCREW TYP. ( ) II t O NEST ELEVATION LEFT SIDE) - t 5GALE: 1/4" = 1'-0" FROFOSF_D FLOOR PLAN 5GALE: 1/4" = P-O"