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Home My WebLink About44924-Z KCaGa Town of Southold 8/10/2020 P.O.Box 1179 d' a)S' 53095 Main Rd o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41334 Date: 8/10/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 240 Stratmors Rd., East Marion SCTM#: 473889 Sec/Block/Lot: 21.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/5/2002 pursuant to which Building Permit No. 44924 dated 6/25/2020 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: alterationsand additions, including enclosed front porch and rear deck, to an existing one family dwelling as applied for. The certificate is issued to Angelson,Melina&Ors. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44924 7/31/2020 PLUMBERS CERTIFICATION DATED 7/28/2020 m ' an Plumb' Inc. /1"tr a Signature SUFFoc,r�o TOWN OF SOUTHOLD �o BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "001• o� ti� 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 #: 44924 Date: 6/25/2020 Permission is hereby granted to: Angelson, Melina PO BOX 311 Greenport, NY 11944 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. Replaces BP# 28533 At premises located at: 240 Stratmors Rd., East Marion SCTM #473889 Sec/Block/Lot# 21.-1-10 Pursuant to application dated 6/25/2020 and approved by the Building Inspector. To expire on 12/25/2021. Fees: PERMIT RENEWAL $169.10 Total: $169.10 Buil g Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28533 Z Date JULY 5 , 2002 Permission is hereby granted to: HELEN DAPHNIDES APT 15-A NEW YORK,NY 10019 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 240 STRATMORS RD EAST MARION County Tax Map No. 473889 Section 021 Block 0001 Lot No. 010 pursuant to application dated JULY 2, 2002 and approved by the Building Inspector to expire on JANUARY 5, 2004 . Fee $ 150 . 00 n th riz d ature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Zy o e Q�:?t "o-In on House No. Street Hamlet Owner or Owners of Property: MO1\\c-,a P• ACZ c-*c c�, J�OQ!ae A , P ()f)CL Suffolk County Tax Map No 1000, Section Block 2_ % , 1 —10 Lot Subdivision Filed Map. Lot: Permit No--*2-IF)5 3 3 Date of Permit. Z dy z Applicant: Chi%51-0 c- -e S Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v/ (check one) Fee Submitted: $ Applicant Signature i". '� `,t`'4�+�r`-',,` , _' _ _ - °+`moi\�."a` _ I�O�• . f '' - � Telephone hone(631)765-1802 N 543,75 NXaiaRoad: Fax(631)765-9502' £ r• ;^ �' ` P.C)'_$ox:�I179��, _ ;- �_� •r°GV -"� _ .. _ South'Ad;NY•rI1971=095 .-BUILDTNG`DVARTWIENT T_ OWN:'OF-:SOUTHOLD' GE RT-I F:I,C A T LO`itiT t rape: Builduig Permit No. Owner N (Please p ''IPA ` (Ple#se print) I certify=that Elie solder used'inahe water supply sy"stem contains'less than"2/_10,0f,1°10 �„ -. _• ;dead.-; .• _- - . - _. , - • - , - .: . , - _ - , -, ;- . - ersiSigniture)-' ; Sworin.to'bCPO' .-rt e this- &Y'_0 ' �� lllAPublic j ARTHy. _ �, Suffolk Coin SPate oLWew York - �mn5004790 `NOltmCounty, :• TOWN"OF SOUTHOLDBUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health S OUTHOLD,NY 11971 R�� 3 sets of Building Plans TEL: (631) 765-1802 I Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO2 eO' �, Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: ' Approved ® 20 �e Mail to: Disapproved a/c Phone: Expiration S 20 • a 5 2002 `' \APPLICATION FOR BUILDING PERMIT A ,'` '1 _.�• s' �`� Date INSTRUCTIONS a.TI=hfs application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 wQ4-7k 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 Hermit 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. V (Signature of appli t or name,if a corporation) (Mailing address of applicant) /00/9 State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder a Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4119-klol) 1132!z House Number Street Hamlet County Tax Map No. 1000 Section —/—/LoBlock Lot Subdivision Filed Map No.' Lot (Name) n 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Q "�— b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration 4Z Repair .Removal Demolition Other Work (Description) 4. Estimated Cost , J Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 4LO- Number of dwelling units on each floor If garage, number of cars tiO 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number-of-Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number.of Stories r S. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front //C7, o Rear 579, V Z Depth ' 20,0, 10. Date of Purchase 2&I/, /Y7® Name of Former Owner �u- $ cZ021- L 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zo ' g law, ordinance or regulation?YES NO� P P 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO-P!1-1� 14. Names of Owner of premises 1V-p /f ess 3q GZ/. �-c'� /��r•�Phoiie No�. 4�� Name of Architect Address Phone No Name of Contractor [% $0-f, io, CO Mtr. Address f-03,72 Gree n p ur Phone No. (630Y77-30Ally. /I 9qy �S 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO f/ * 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—V— * 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. STATE OF NEW YORK) ; s SS: COUNTY OF— r brp being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the P g&p? S,+ETT,4 C0A-)-r7 ' 7JC71 QA) (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. o to before me s da of 2000_U vuiw�olltg�— ' Not Public Signature 9-f-Applicant Veronica F. Cidone Notes Public, State of New York No: 52-4661406 Qu81ffle,d in Su bik COU Commission Expir8s ?53 3 BUILDING DEPT. ' NSPECTION /FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE / INSP J 765-1802 BUILDING DEPT. INSPECTION iyvfr�� [ ] FOUNDA . ON IST [ ROUGH PLBG. ��'�// [ ] F NDATION 2ND [ ] INSULATION [ FUMING [ ] FINAL [�FIREPLAC8 CHIMNEY 7�i,2P J?�rjW 476 REMARKS: sem- -,9�� -�c` C • ' �- T� DATE 111-2h _INSPECT 76S-1s®2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ •�]'FRAMING [ ] FINAL [ ] FIREPLAC & MNE REMARKS: �o D/l DATE INSPECTOR 'o,� 0"7 A � ' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH P6BG. [ ] FO ATION 2ND [ INSULATION [ ] RAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: 7�� Gee DATE " �d �� INSPECTOR J ,65.1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ j F ING [ ] FINAL FIREPLAC & CHIMNEYOP/�-- REMARKS: 77 DATE /� � � INSP 765-1802 BUILDING DEPT. 1 PECTION [ pF NDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR S:./6�z- �--- DATE � � INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL � ) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �6 ~7 0�/ INSPECTOR_.e�v�-�j OFSOUIyO - -- TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION- I FOUNDATION-1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6) r61j, Ira ovi 'y f*P549 -Nm cv� t4vy�P� CPA f A� DATE INSPECTO o�aOF SObjyo L 1.Q Lj e2,4 O S TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) l [ ] CODE VIOLATION [ ] PRE C/O � �` REMARKS: DATE G INSPECTOR �aof soblyo - * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouFm�f'' 765-1802 INSPECTION " [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] lmgULATIOWCAULKING [ ] 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 G ?0; INSPECTOR X10 ST1�2 -� 10 t�a tv 2 , {7q ,w "der rIV . \r �,iv'�►• •� rly2•' , ♦•'+ .�,' t + • r/1ltyy�—J , - ' • '� ` ` r , •. �.! .T�►�� a H Anne ..j _ ., { t ; +; :" ' `` 'Tetephobc*(�31)`,6 1902 ",,�� "�5 '11 am oa r , • . Fax (631)765.-9503 ,�'� �•"�^ '� '"" � B ING DEPARTMENT �� '� ' • TO F S THOLD C ;2 W R -� 1 � . 17 ' .i • V m w �, `� ; ,,tom 1 .•` �`� � ,r a� � � `. Aj IA �' 'Wit•;j�„•�f:' . � y �: , K •'' — — oF S Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviinCcD-town.southold.ny.us Southold,NY 11971-0959 �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Melina Angelson Address: 240 Stratmors Rd city:East Marion st: NY zip: 11939 Building Permit#: 44924 section: 21 Block: 1 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BULIT License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceding Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment: Notes: ° AS BUILT , NO VISUAL DEFECTS " Kitchen/Dining Lighting and Porch Wiring Inspector Signature: E�—� Date: July 31, 2020 S.Devlin-Cert Electrical Compliance Form.xls /S/✓/_./ /./` - .ice s..a.i ��:[. FOUNDATION(IST) � 1 / , . INSULATION PER N.Y. STATE ENERGY CODE Lis "tel - �� , • O ) j i . vp 1 � ►� ,> � * ' ,, J�� ,ice' _ ,�,. RM Moo 1 T;.;° �g�fDL n BUILDING DEPARTMENT-Electrical Inspector A. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Y ZZ Southold, New York 11971-0959 r " Telephone (631) 765-1802 - FAX (631) 76579502 rooerri_southoldtownny.gov a seandi-southoldtownny.gov r APPLICATION FOR ELECTRICAL INSPECTION - ELECTRICIAN INFORMATION (All information Required) Date: —4 �a Company Name: Name: License No.: email: rL; , ® -�� Address: 2 c� C 2d�• Phone No.: c, JOB SITE INFORMATION (All Information Required) Name: n Address: Z Cross Street: 'Va d. Phone No-: I. — Z 31A (c i-z BIdg.Permit#: ��G Z�� email: Tax Map District: 1000 Section: 2-k Block: Lot: ,o BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ( / NO Rough In ,Fi t�aT s 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; PAYMENT DUE WITH APPLICATION Request for Inspection FormAs sW u�l � Ill 9 a+ � H � January 5, 2004 Building Department Town of Southold Town Hall Southold,New York Re: Permit No. 29533 Dear Sirs: I would like to apply for an extension to the above-mentioned Permit which was initially approved on July 5, 2002 for additions and alterations to my single family home in East Marion. The premises are located at 240 Stratmors Road, East Marion. I am requesting this extension on my Permit inasmuch as the work has not been completed as anticipated. I appreciate your cooperation in this matter . / Sincerely yours, j Helen Daphnides o��g11FF0(�-�oG o� y� C42 Z Town Hall,53095 Main Road Dy �� Fax(631)765-9502 P.O.Box 1179 �Ol �a� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 2nd ,2006 Helen Daphnides P.O. Box 415 East Marion,NY 11939 RE: 240 Stratmors Rd. S.C.T.M. # 021 0001 010 Dear ms. Daphnides, Please be advised that your Building Permit#28533 issued July 5th ,2002 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of$150.00 At that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TgWN BUILDING DEPT. K. Miller Clerk Typist o��oF so�ryol � o Town Hall,53095 Main Road Fax(631)765-9502 P O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 9th, 2007 Helen Daphnides P.O. Box 415 East Marion,N.Y. 11939 RE: 240 Stratmors Rd. (Addition/Alteration) FINAL NOTICE SCTM#21 1 10 Dear Ms. Daniele, Please be advised that your Building Permit#28533 issued July 5th, 2002 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of 150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. June 23, 2020 Town of Southold, Bldg Dept Main Road Southold, NY 11971 Att: Tracey Dear Tracy: Further to our telephone conversation of the other day, enclosed please find my application for certificate of occupancy for 240 Stratmors Rd., East Marion, NY 11939. As we discussed, it was my father-in-law's house and we would like to put everything in order. The original Permit number was 28533. If there is any further information you need, please don't hesitate to call. Our check#217 in the amount of$169.10 is also enclosed to cover the fee. Thank you very much for your attention to this matter. Sincerely, Perry Angelson 631.664,7832 JUN 2 5 2020 -N, WT i. ..... 7 ? Z,:::�7'( -16- 7-aS,'O 7 Nlz� Z- IV0.4- or Idtfitloft T-, 'Velf is a violation of snm a, 72ZO d the hlovz;Va,-h S,,Mv MU on L.1-P& of this gwvw MM V?C-��nerlri# th d surveyor's Inkeii qea�or sed seal shall not be conviderad a valid true copy. nten Indicated hemon shp-9 ren I to the person for whom tho surjoV rjF NE epared,and on his behalf to ths W, companV,governmental agenoyand V t, -,CY- V,4,1, 0 ng institution listed hereon and 1-11 0 iha-assignees of the lending insti-� 0 Mion.Guarantees are not transferable 0: r- a additional inikitutions or subse"quent cc ownenk tS 25 LAND 0;!!D Ile, Ce. 7 41��14 1010;11 — ;7;—11-e- 1 V,4-r 6?1-1617/-0 7 4, e 5��' 76G/k 1%5- 4P 0'Zr 4�e�-Aq 7�--- '/4��4�/ 07 71" ,. _bet• �:t _ ;:- _Z�L�y:.' :a'.'i r�s:�: _<.ri�."'' .,y. _ r .�?jt t .L.s'. �sR--�S.-y6 rf.��j E. ✓k' L V J / 7�• �q��"} N 79��«�3 66.4.7 i r+ 1 7ze-Fiteration or addition iuney is is violation of S -•c. 72'Cai trio 11mv Ire it Co a'J t`uYis u4srvey fiat r?? erEr, a th it surveyor`s in&e�seat e =c<wQd seal shalt trot tae consWerad to a valid true cops, 6 j antees indicated hereon gi'g:Sl nfn to the person for whom the s+n xV, INE eJured,and on his bdhelf to tli + iti company + V O\1, p y,governmental agor.r-y ons t✓K q ac:7na�institution listed hereon and 0 to.^,he assignees of the lending inst;- 0 1 1 Ilion.Guarantees are not transferafale pit k rr 31t~•.�t r 4 Ito additional institutions or suh.SN. uent a, q � t ff O oWneM ` �`• �� sa 4S 25rO��/e. LAND � 7 '4., `=^4- ":�`� .w j� �4�'t1.rv,•- 7th-_/�C�k'�.f u 7 i �� ,g•��.'"�� f�/�•'�.i's` "f"�L'r,(CG�l�6' ,r!'`�,ai- „'.: .,,r:s;¢':�r''S:._:�. t✓.,g•�- -'�"3� (410-521 -��____-_...___.,,�_____-.. ! GM?C.J4�J��.•�/ .,,../'4✓! l�.a�/� ��T;� �'�'.�1.'�`��/G'*°�!� f►'[b��i��,,,`P�'� ' .'`•�` td / fj? v ��rrt�Y.._"� .,�'9G� a ! /..eT �„y- T-/•/4-L� tf � t ,f.%' �f('�' �,'„ff`��.r!`� 4.. �.+?�:-F'."'.`'I'�+''#� �/�d'� 5t-17`�fe.�' �p \ -! �...l....... '•tr'� � �� y�+b'-,"_"-�:.- ��~�'%:� �. �k..'.`� �/,��iy/s•E^3i�.�` tiw�.;.�:� l�C.,s:�a ._, r` ;r �.�a�'��;;'r��3�i$.:,�+`°_' j / �`,l`�F'�,,• 'es~"`�-�,.ate NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:GEVERA 1).RIDGE-TO41AFTERASSEM9LY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-114'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION "AIL NAIL NOTES BUILDING USE DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT CONSTRUCTION NOTES: In each end of the collar be need not exceed the tabulated number of 8d nails In the strap. RAFTER TO 8'WALL'3-8d COMMON EACH TOE-NAIL TOTAL . FT. OF CONSTRUCTION 1).The Information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 1C WALL:4-8d COMMON RAFTER PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall oonnect'ons for rafter,ceiling or truss to top plate shall be in CEILING JOiST R WALL:3-8d COMMON EACH TOE NAIL DESIGN CRITERIA i 995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTi ON MANUAL for generagy accepted good building practice and compliance with current New York accordance to tahle 3.3.When a rafter or truss do not fall In line with studs below,rafters TO TOP PLATE 1C WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shah be attached to the wall top plate and the wall top plate shag be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished,structurally the to the wan stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 sound and a weatherproof completed product shaft be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 2).The General Contractor Is responsible for ensuring that off work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC IAP NAIL ATTICS w/o STORAGE 10 meets current federal,state,county and local codes,ordinances and regulations,etc. Wan studs above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 These codes are to be considered as art of the cations for this build! and accordance with table 3.3b.When wall studs above do not fan in line with studs below,the TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS P �'' g � LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 45 should be adhered to even if in variance with thr plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2.8d COMMON EACH TOE ) ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. TO RAFTER END NAIL 3).Dimensions shalt take precedent over scaled drawings. RIM BOARD EACH END ROOMS (SLEEPING) 3p wi (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATiU. . TO RAFTER 2-16d COMMON END NAIL STAIRS 40 Fust wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift GAURDRAILS fANY DIRECTION 4).The engineer has not been engaged for const uction supervision and assumes no ectors.Steel straps shall have a minimum embedment of 7 Inches to concrete WALL FRAMING: 200 responslbilly for construction coordinating with hese plans,nor responaibi!f!y for foundation and slab-on-grade,IS inches in masonry block foundations,or lapped under EXPOSURE CATAGORY construction means,methods,tachriques,sequences,or procedures,or for safety the plate and nailed in accordance with tabs:3.3b.When steel straps are tapped under the JOINT DESCRIPTION NAIL "AIL NOTES precautions and programs in connection with the work.There are no warranties for a bottom plate,31nch square washes shall be used with the anchor bolts.Anchor bolt QTY• SPACING LOAD PATH SEE CONSTRUCTION ANGENE PATH CONNECTION P P ng p spacing, TOP PLATE TO 2-16dCOA COMMON PER FACE NAIL ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE specific use expressed or Implied in the use of th<se tans. spacing Is to loco spaced and sized In accordance to table 3.2a.In addition fo s akin , r► anchor bolts are to be spaced between 6.12 inches from the end of a sgl plate and all TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for ex erior openings. corners. TOP PLA;E,:AT JOINTS FACE INTERSECTIONS 4-16d GOM!U!ON EA.SIDE NAIL FIRE SEE FLOOR PLANS AND WINDOW SCHEDULE 6).The General Contractor is to ensure that masonry or pretabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: FACE FIRE PROTECTi ON or exceeds manufacture's specifications and appihmb(e codes. Type 1 exterior shear wsh�Ls with a minimum of 7/16 inch wood structural panel on the exteriorSTUD TO 24'r STUD 2-16d COMMON O.C. NAIL SMOKE & CO2 DETECTORS � SEE FLOOR PLANS attached with 8d common nails at 6'o.c.at the panel edges and 12'o.c.In the field,and TRUSS DESIGN N A - 7).The General Contractor is to consuR with the t wner for all bull-Ir.'.-ams 112 Inch gypsum wallboard on the Interior attached with 5d cooler nails at 7'o.c.at panel HEADER TO 16d COMMON 16'O.C. FACE STANDARD-STICK FRAMEONST?UCTION such as bookcases,sheMg,pantry,closets,trim*,etc. edrs and 10'o.c.in the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 in table 3.15a-b. TOP OR BOTTOM 12-16d COMMON PER 2x4 STUD END 8).Wind bad requirements shag be taken Into acc writ during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shsarwa!ls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL 1).The General Contractor and Mason to review p'3ns,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 det9rmine intended heights of finished floor(s)above typical grade, 7).INTERIOR SHEARWALL CONNEC71ONS: FLOOR FRAMING: Allowable sidewall lengths provided in table 3.14 she'!be permitted to be increased when 2).All footings to rest on undisturbed(v!rgtn)soil.Assumed bearing3000psf interior shearwalls are used.Sheathing and connections shall be In accordance with JOiNT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 3).Provide IZ expansion jo-Atmaterial between concrete slabs and abutting JOIST TO: PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 4-8d COiAlON .- concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER JOIST GROUND WIND SEISMIC FROST WiNTER ICESHIELD 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: _T NAtI � Header and/or girder connections shall be attached with uplift connections In eccardance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 4).Any new concrete warts being attached to exLstlr y concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL LOAD MPH CATEGORY DEPTH TEMP. REQUIRED be installed with#4 na-bar,18'fon at 12'o.c..Use approved a HAZARDS g pp epoxy for installation. 3.5. (MPH) W BLOCKING 2-8d COMMON EACH TOE � • 5).Unlers otherwise noted,an slabs on grade to be 2500 p.s.i..Concrete to be ?t.CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 45 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TO 11 NONE poured on 4 Inch thick sand or gravel fill with 6x°wire mash reinforcing.interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO 3-16d COMMONEACH TOE TO HEAVY MODERATE p to be minimum 31/2 inch thick, anchored on top of the beam or slope connectors shatl be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL4. O 6).Crawl spaces to be provided with a minimum 18 k24'access opening.Install oneN along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE ROOF SHEATHING REQ U I REM E NTS FOR WIND N D LOADS: s attached with the above requirements. TO BEAM JOIST NAIL V 8x16 cast Ion foundation vent for every 150 sq.ft.of area. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE r ' DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 7) Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE Bd COfAh10N6'O.C. 8d COMMON N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END @ @ 6'O.C. SEE NOTES:1,3 1l.• h the below grade portion of exterior walls prior to badcfiCing. All fasteners,hangers and anchors to be gabvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL INTERIOR ZONE 8d COI IMON @ 6•O.C. 8d COMMON @ 12'O.C. r SEE NOTES:1(BOTH FIELDS) .� p 8).Drainage as r section R405 of N.Y.S.Residontial Construction Code. 2).Girders for deck joist to be bolted to each post with washers and nuts. BAND JOIST TC: PER TOE NAIL NOTE:2 FOR PANEL FIELD is,. Q[ to ng , j° P SILL OR TOP PLATF 2'16d COtAMON FOOT SEE NOTE:1 �ENOWALL RAKE AND RAKE TRUSS 8d COhlf.10N @ 4'O.C. 8d COMMON(()�4.O.C. SEE NOTES:1,3 �3 _ FRAMING NOTES Girders on concrete pians shall be anchored with proper sleet connectors anchored nC c ---.- G7 L. into concrete with a minimum 1/2'dia x 7'to anchor bolt with washers and nuts. QQ NOTES a 1).An framing techniques Ind methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shalt be anchored to a 12'Sc12'Sd2'thick concrete tooting. JOINT DESCRir'T10N NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Edition Wood Framing Construction Manual. Use a minimum 112'die x 7'long anchor bolt with washers and ruts.Footings Shall QTY• SPACING = be 3 ft below rade.Concrete piers to be used with all porches/decks with roofs or utas. F.S PER TABLE 3.8 2).Unless otherwise rated,all framing and structural wood material to be hili+BTR. g P Po �� STRUCTURAL PANEL 8d WFCM-SBC 1}.For root sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, lD the 4 foot perimeter edge zone attachments required shill be used. Douglas FI. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING.- 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G4.49. 3).floors,walls,ceirgs and rafters to be spaced at 16 Itches o.c.unless noted 5).A minimum of 10 inch flashing shatl be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL NOTES For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. otnerwise. Ledger to be fastened to building with 1/2'dia.bolts with washers and nuts QTY. SPACNG 4 Unless otherwise noted,an bead wan headers to be 2 2x10#2+BTR.Doug.Fir. where needed. GYPSI'M T O.C.EDGE 3).Tabulated 4 inch o.c.nag spacing escumes sheathing to rafter I truss framing members with G>0.49.For ng ( ) g WALLBOARD 6d COOLERS 10'O.C..FIELD framing members with 0.42<G<0.49,the nail spacing shag be reduced to 3 Inches o.c. Bearing wail headers to have(2)jack studs and CZ)fug length studs on each side of Sit 6).Concrete piers shag be a minimum 6'above grade. openings.LVL headers to have(3)jack studs and(2)fug length studs-n each side or WALL SHEATHING: openings.Bearing wall window sills shag also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.East Joist shag also be anchored and locks gwhereapplcablngs between 41 and efire togirder(s). JOINT DESCRIPTION TY SPACING NAIL NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 5).AN flush beamslheaders to be Installed with heavy duty gaMnlzed hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical bugding. STRUCTURAL lid COMMON ASWPANELS FCMER �CLE 3 9 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES PLUMBING NOTES anchors where applicable to all connecting joists. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 7/16'OSB 3'O.c.EDGE 6 Double u floor fists under walls that run parallel to the floor joist and under bathtubs. 1 .All water supply, 6d COMMON 4'EDGE ZONE 8d COMMON 6'O.C. 8d COWAON 12'O.C. SEE NOTES:1,3(BOTH FIELDS) ••-- p )° De Jai„ ) ' ppty,drains and venting to be Installed as PLYWOOD 6'O.C.FIELD NOTE:2 FOR PANEL FIELD � �-- ga g per N.Y.S.Residential @ @ Floors to have ceramic tie installed shall be verified for proper bad capacity unless noted Construction Code. GYPSUM COOLERS 7' O.C.EDGE INTERIOR ZONE 8d COMMON @ 6'O.C. 8cI COMMON @ 12'O.C. SEE NOTE:3 "' on plans. WALLBOARD 10'0.C.FIELD Q� Z 2).Verity septic system with the Engineer for Suffolk Cou^ty Health Department approval. - 7).Provide blockingroridging m ficar joists at II'0 0.�.Use soi,d blocking in floor Joists FLOOR SH EATH I N G: NOTES � under 39 bearing walls. 3).If wan studs,plates or joists are cut out during Installation for any plurnb!ng related work, NAIL NAIL .•-. "Ade adequate bracing and plates to protect and secure the structure.Ven, with the JOiNT DESCRIPTION NOTES THESE NOTES ARE ONLY TO EE REFERRED TO IF MEN71ONED IN SCHEDULE NOTES ONLY. � 9 P P `Y QTY. SPACING 8).Provide Insulation baffles at eave vents between rafters.Install draft bloc Ing as slate code and manufacture's recommendation for maximum hole size and spacing permitted. needed STRUCTURAL LESS �COMMON r 0 C.FDELD loGE s�11+an sheathing within 4 feet of the campus,the 4 foot edge zone attachment requirements shall � d HVAC SYSTEM NOTES T C X eaterUnless otherwise noted,all roofs edhd wags to have a minimum ir'Y thick, de Fir 1).Mechanical subcontractor is responsible for adhearig to an applicable codes and safety NO f EJ__ 2).Tabulated 12 Itch o.c.nail spacing assumes sheethfng attached to stud framing members with Q� COX exterior sheathing grade plywood.Plywood to cover over plates and headers requirements. G>0.49.For framing members with 0.42<G<,the nail spacings Shan be reduced to 6 inches o.c, •� THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4'thick TSG PTS Fir orAdvantech plywood subfloor 2).WAC subcontractor is to fullycoordinate all tem data and requirements with the MENTIONED IN SCHEOJLE NOTES ONLY. 3.For exterior panel aiding, atv!nized box nails shag be •^' v adhered*rM PL400 adhesive and screwed to floor joists.Finished floor to be installed ) ng } Pa 9 g permitted to be substituted for common nags. equipment supplier. over subfoor es per manufacture's instructions. 1). / i).Nailing requirements Ire basad on wag sheathing 11).All bathroom walls to have 1/2'thick molsW e-nesistant sheetrock.Garage wags and 3).WAC subcontractor to provide Inial system layout drawing and submit ft to the General nailed 6'on-center at thepanel edge.K wan sheathing ^' callings and over furnace to have 5/8'thick g Contractor and owner for,Inal review and approval. is nailed 3'on-center atfhe panel edge to obtain higher - g type-x shaatrock.A11 other parts of twgdln shear capacities,nailingrequirements for structural to have regular 1/2'sheetrock.An walls to be taped and finished' ELECTRICAL NOTES: members shall be doubled,or alternate connectors, G) 12).All root with a ch less than 4:12 shall be Installed with an Ice d Water barrier or 1 .All electrical to be installed as such as shear plates,shall be used to maintain load path. ,A+ pit ) per N.Y.S.Residential Construction Code. 1 ✓ !) approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wag sheathing continuous over Connected D ov ,,��,4� �� •. N torch down type materia.over. 2).All electrical work shall be approved by a quslifer Underwriter. members,the tabulated rivrnber of nails shag be permitted 13).An sill plates and wood in contact with concrete to be to be reducedtot-16d nail per fool a-1 p pressure treated.Sig plates fo 3).Instar Smoke detectors and Carter Monoxide detectors throughout as per section R31T ,' ,, '-^r'P be Installed with a foam sig gasket and cop r-tax temhite shield or approved equal. of N.Y.S.Residential Construction Code. * a , I��. r, Q If .:: KJ��f. to 052 BAR • ESS10N�', v✓ l WIND RESISTANT CONSTRUCTION CONNECTORS DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER OTES 4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 AU44: USE wZ MIN. 1Z2" DIA. x 7" ANCHOR BOLT 6x6 POST TO FOOTING ANCHOR PAU66 OR VIE66 AU66: USE_wZ MIN 1 IA x 7" ANCHOR BOLT 4x4 POST TO GIRDER HEADER PBS44 Z PBSE44 KC44 JSE ONE TYPE FOR EACH POST \ 6x6 POST TO GIRDER HEADER BS66 Z PBSE66 Z KC66 JSE ONE TYPE FOR EACH POST POST COLUMN TO GIRDER HEADER LSTA12 OR LSTA24 JISE 2 FOR EACH POST COLUMN RAFTER STAIR STRINGER CONNECTION TMU26 OR MPA1 JSE ON EACH STRINGER RAFTER JOIST TO HEADER TYDOWN RT15 SE FOR EACH RAFTER RAFTER TO LEDGER BOARD TMU26 OR MPA1 SE ON EACH RAFTER, MPA1 USE ONLY RAFTER---o -V%"ERE TMU26 CANN T BE USED LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE HEADER NAILING SCHEDULE ROOF FRAMING: RAFTER JOINT DESCRIPTION NAIL N I SPACINGNOT.:S RAFTER TO V WALL:M COMMON EACH TOE-NAIL TOP PLATE 10'WALL•4-8d COM!AON RAFTER CEILING JOIST V WALL:3-8d COMMON EACH TOE-HAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST JOITYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNEC TION ALTERNATIVE RAFTER TO HEADER CONNECTION CEILING LLELR ATO ASPERTABLE3.T EACH FACE — PARALLEL RAFTER WFCM-SEC LAP NAZI_ CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL GIRDER/HEADE STAIR TREA[3--- BLOCKING 2-8d COMMON EACH TOE TO RAFTER END NAIL BOARD R I M B 0 AR D---► TO1RAFTER 2-16d COMMON END NAIL POST WALL FRAMING: POST/C O L U M ° ° S TR I N G E JOINT DESCRInI ON NAIL NAZI NOTES ° c QTY. SPACING TOP PLATE EORIM/DECK JOIST o P L 2-16d COMMON FOOT FACE NAIL ° TOP PLATES AT 4-16d COMMON JOINTS FACE /Pr STRINCER TO DECK/PORCH CONNECTION INTERSECTIONS EA.SIDE NAIL h GIRDER/HEADER TO POST/COLUMN CONNECTION _ STUD TO 2-led COMMON 24' FACc STUD O.C. NAIL HEADER TO 16'O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL ll1 Z POST TO DECKZPORCH CONNECTION TOP OR BOTTOM 2-led COMMON PER 2x4 STUD END jy 7 PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL O �- BOTTOM PLATE T0: PER FLOOR JOIST,BAND JOIST, 2-16d COEaMON OOT FACE NAIL •N END JOIST OR BLOCKING Q) CT) DECK JOIST FRAMING: NAIL JOINT DESCRIPTION QTY SPACING ILLNOTES 'C5 GIRDER/HEADE o JOIST TO: PER TOE C) C)SILL,TOP PLATE OR GIRDER JOIST NAIL i1L to 4-8d COMMONN r BRIDGING EACH TOE GIRDER/HEADE TO JOIST 2- COMMON END NAIL 41 z- POST/COLUM e JOIST TOJOIIST 2-ed COMMON LOCKNGEEANCD TOE SIL O BLOCKING T0: EACH TOE 'T'POST/COLUMN SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL LEDGER STRIP 3-16d COMMON EACH FACE GIRDER/HEADE JOIST BEAM JOIST NAIL T ON LEDGER 3-8d COMMON PER TOE .-- TO BEAM JOIST NAIL BAND JOIST 3-16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2-16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT GIRDER/HEADER TO POST f COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION NAIL HINGwA1L a JOINT DESCRIPTION CITY SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC •� DECK AND COVERED PORCH NOTES: c) z 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. 0 ., All fasteners,hangers and anchors to be galvanized or stainless steel. 2).Girders for dick Joists to be bolted or anchored to each post or pler with washers and nuts. (� Girders on concrete piers shalt be anchored with proper steel connectors anchored •'�" Into concrete with a minimum 1/2'dia x 7°long anchor bolt with washers and nuts. GIRDER -k E� 3).Posts supporting girders shall be anchored 10 a 12°x12"x12'thud;concrete toc*ing. ° �^ Q Use a minimum 1/2"dia x r long anchor bolt with washers and nuts.Footings Shan POST , ;�`� "u D �a t be 3 ft.below grade.Girders with roofs shall have 12"dia.concmte p1crsT below grade. WOOD JOIST '�•�' � •--' .lk A 4).Deck joists to have blocking at 8'0 o.c.. q.A minimum of 10 Inch flashing shall be IrWa!ied between the building and ledger. ^ CONCRETE PIER "�: 12"x 12"x 12" CONCRETE F 0 0 TI GIRDER/H M E L at oto fastened to bo,lAing with lrr rLa.Dot`s wi!h washers and nuts - `+ (A <"` WOOD J ^FSSlO��y 6).Concrete piers shall be a minimum 6"above grade. Lam. • °'�+ v '� •" 7).An joists to be supported with hangers and anchors.Each Joist shall also be anchored 7'" " to glyder(s). 0 �►. POST TO FOOTING CONNECTION 8).Covered Roofs shah be assemOod and anchored the sane manner as a typical building. tr) CLIMATIC& GEOGRAPHIC DESIGN CRITERIA JOIST FRAMING FLUSH WITH GIR R HEADER t� �i GROUND WIND SEISMIC FROST WINTER ICESHIELD t-- GIRDER TO CONCRETE PIER CONNECTION SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HFAZARDS to LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED i,5 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TO 11 NONE - C TO HEAVY MOncRATE CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA GROUND WIND 5EI5MiC FRO5T WINTER ICE5CHIELD , 5NOW 5PEED DE51GN WEATHERING LINE TMMITE DECAY DESIGN UNDEF;LAYMENT FLOOD __-___. ._--- —. __---._ ____.. _----.—_—_-- :—,' LOAD (MPH) CATEGORY DEPTH HAZARDS TEtriP. REQUIRED 4 ' 45 LI35 `120 B SEVERE 3 FT, MODERATE SLIGHT TO 11 NONE - Z TO HEAVY MODEF.ATE W 4-1ALL j (( 1L to f f O 'i N • ' ( jr, U ( ! dlCf (-'j L` T' ' 1 i c.i l.•` 1 , tom - i.. ,� t rz c) V { ..�-} ' �;!.,'.i-1•r'.a��'� Y �� ''I I�..)•�'1.,1 r•w'-`=.�r�''-r�.:� r: '�-�� !';�-� c � t 4-1 wTP ! ' . to t_ . LLJ 1 « IQ A-A VJ CL x 24 V_ NEVV i , r O1 'y0.'i n �'-r>(-�Y •w- M1,r ..+n..;.'._. ^� 4.i �-', j•. � J ,t,�,,, r.-� ._ I 1 ! nAPPROVED BY: �/�:°' ( '�2 DRAW �r SCALE: N BY + rti i�� t' i '._t, lvJ��r• `' 1 �r .nM"4F.�6 i ED DATE: `' ��> � r• .5 . _ .. _ .. _---,•---�-� _.___. --�� -`�"`'�` 'fir. 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RIDGE VENT PLATE ',II I '�t AI I ss•xts• Foo �� o DBL.2X12 SUSPENDED RIDGE 12" Q gyp, 1411 a _ d 1211 4'CONC.SLAB. 10" ' BL.2X12 HEADER FOR SUSPENDED RIDGE UNIFORMLY COMPACTED SOIL.1 2X10 RAFTERS 16 O.C. I! ' 2X8 16"O.C. TYP. X6 16"OC. HURRICANE STRAPS TYP. _ HUnnICAN" STRAPS DBL 2X12 TOP PLATE EXISTING FNDT. COAT . 1 DBL.2X4 SUPPORT COLU , � FO. RIDGE 2X6 PLATE LACED TO WALL STUDS \11--SOFFET VENT CEILING JOISTS TEKOED TO PLATE D11L.2X12 HSADERS TYP. -- "� R219 ' I . I � d 8" i 1/2 SHEETROCK FLASH. 3 COATS 1 d 2X4 16"O.C. TYP. 2X4 16"O.C. —•—• 1611 --- 1/2" CDX SHEATHING R-13' 1 v t 8" R—19 E BAFFLE 2x10 16"o.c. � 2X6 CCA SLEEPERS --- ---------- l I;NCI,OSIA,D FRONTbOf2C118TQ11CTU12A14 NEW DINING R.M. v5MUCTIMA1,. NOT TO I5CA141I,' _ SCALE 1/2"— V ' SCALE 1/2"—1" '000� TDL jLL 'C2 UT, T Nli C:)�,T 3 I IROOFING,ROOF SHEATHING AND RAFTERS TO BE REMOVED AND RLACED TO N_:W PITCH. 1 THERMATRU FIBER—CLASSIC 1258SL-1415-1258SL— WITH h1ARVIN WRT5729 ON TOP 1 6068 BYPASS LUV OURED VINYL VENTED SOFFET RIDGE VENT ALLUMINUM WRAPED 1X6 FILA 2X4 CONST. 16"O.C. SIDING TO BE REMOVED AND REPLACED WITH VINYL SIDING. TRIP3 BY CERTAINTEAD TYVEK HOUSE WRAP TYP. (� 1 3068 LOUVER 1 2 1/2" COLONIAL CASEMENT 3 1/2" COLONIAL BASE INSL. TO CO ELECTRIC TO CODE PLUMBING TO CODE A SLIDER ANDERSEN PS61. WHITE WITH SCREEN 5/8"X SHEETROCK FOR FIREPLACE CHASE OAK FLR. FOR LIVING R(M AND DINING #2 RED OAK 3 COATS POLY 1 3068 FIBERGLASS INSL. 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I MIDE sq, on-DETECTING ALARM DEVICES UNDERWRITERS CERTIFICATE ; AS TO P ART.721.1 REQUIRED �� ?' „a.� . �. _.ti. , .,, ;.. - •- P. ,>, ,,., , _ . ,.� �1 .. p:. -. a QCCUPA; � OR #`:�+ ` ¢� n;.Y.S BUILDING CODE. � APPROVEDASNOTED USE 4S � �t. `gIU� , DATE:. s Z B.P.# �:��Tt�6UT CERTIFICATE OF OCCUPANCY FEE: BY:_ �, .� , �,.}' .tr- w. , �. .� r � r� -F, �, �!” -� , } r°'=I �er .NOTIFY BUILDING DEPART ', l c. _ • , .. R THE � 765.1802 9 AM TO 4 PM FOR J — FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED PROVIDE OPENIt'GS FGR € ems.,r,—. .,, n»= .. a -„ �». „ ..-, �. �.�p ._ �.Y C . .r'. .• , ,-a F. v> ,., ..- �,� . , ., •� - a, �a..�.,, �.� 1 '. . �-r�- 4� :.. ,�.,. r�. FOR POURED CONCRETE _ ,� •. . ., 2. ROJGH FRAMING & PLUMBING W.ERGENCY ESCAPE AS 3. INSULATION REQUIRED 6Y PART. 714 OF 4. FINAL - CONSTRUCTION MUST N.YTATE BESII.DIsG CODE. F BE COMPLETE FOR C.O. J +_ � ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY { 66 EE CODES. NOT RESPONSIBLE FOR l o l if,91 _ � ��_ _ �►t» ell I;fI� DESIGN OR CONSTRUCTION ERRORS G. .f?�UMigER CERT FIC PON�.�" ' 1t co�`)�,or #c., -tea /_ X18 __ . �- ON LEAD CONTENT BEFORE bang i, uS� i for Water distribUtin CERTIFICATE OF OCCUPANCY 'YSto,Y}: _eioin �x SOLDER USED /N JAIA TER tatd yt,.� S €t orL o�tI not . SUPPLY SYS TE111 C,�NNOT P:.a3s cE .:Y,,CEED 2/10 of% LEAD. ��;i��g €�tc�tE� } _ �*_-___ �> —` ALL PLUMBING V%IASTE PROVIDE "Tl-SCALD AF'D/QE! I 4 AL S JOCK PREVENTING THERMAL, , I � 1 tea 1NATER LINES NEED � I?1?�' f /✓� TESTING BEFORE COVERING DEVICES4AS TO PART. 902.6(x) k r D;1 Ft I l N.Y• STATE BUILDING CODE. f I r � � �C � s - -- --} � �_t k 1_�,v , 0 iTC i ��_i [ �. �.1fi •111 a\i felt X A� -.........._...—......4... ..._.•..._._.._may ......_. _--..,.__ \,` �r � ` »« i' !fir - 'l'D— C I ' Y�l�,i�;>3i ;. �• \ �,,. �r{.�. f I�,I! 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