Loading...
HomeMy WebLinkAbout41356-Z � �Z2, ����g11FFOlK� Town of Southold 5/30/2015 P.O.Box 1179 C3 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39672 Date: 5/30/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1425 Pine Neck Rd., Southold SCTM#: 473889 Sec/Block/Lot: 70.-540 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2017 pursuant to which Building Permit No. 41356 dated 2/8/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FRONT COVERED PORCH AND REAR WOOD ENTRY DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Pennisi,Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41356 03-22-2017 PLUMBERS CERTIFICATION DATED \�&k\A\ \AvA 090 ignature o�S�FFo�K°vTOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oo� 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#: 41356 Date: 2/8/2017 Permission is hereby granted to: Pennisi, Elizabeth 7970 Steeple Chase Ct Port St Lucie, FL 34986 To: Additions and alterations to an existing single family dwelling as applied for per Trustee administrative permit. Replaces BP# 38002 At premises located at: 1425 Pine Neck Rd., Southold SCTM #473889 Sec/Block/Lot# 70.-5-40 Pursuant to application dated 2/8/2017 and approved by the Building Inspector. To expire on 8/10/2018. Fees: PERMIT RENEWAL $253.40 Total: $253.40 rj kI"\ i Buil g -ns ctor 4SUFFat��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38002 Date: 5/6/2013 " Permission is hereby granted to: Pennisi, Elizabeth & Pennisi, Salvatore 186 Driftwood Dr West Islip, NY 11795 To: Additions and alterations to an existing single family dwelling as applied for per Trustee administrative permit. At premises located at: 1425 Pine Neck Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-5-40 Pursuant to application dated 4/24/2013 and approved by the Building Inspector. To expire on 11/5/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $506.80 CO -ALTERATION TO DWELLING $50.00 Total: $556.80 i g Insp for 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 I. 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. �_ Z y , f ]5 New Construction: Old or Pre-existing Building: t"'- (check one) Location of Property: 142's -Fwx ac-�,Cr- PC L)T-H-0r-A�) House No. Street Hamlet Owner or Owners of Property: GLI ( N N Suffolk County Tax Map No 1000,Section Block Lot Subdivision M D G PILCf2� T Df- J kjejI.S q__�HFi kFap Lot: Permit No. JDate of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: -Request for: Temporary Certificgte Final Certificate: (/ (check one) Fee Submitted: $ __5) pplicant Signature SO!/j�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • roger.richert(d-)town.southoId.ny.us Southold,NY 11971-0959 C®m,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pennisi Address: 1425 Pine Neck Road City: Southold St: New York Zip: 11971 Building Permit#: - 41356 Section: 70 Block: 5 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Electric License No: 43459-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: Electric Wall Oven, 1- Paddle Fan, Gas Cook Top, 1- Exhaust Fan Notes: Inspector Signature: Date: March 22, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annexgg Telephone(631)765-1802 54375 Main Road `fes , Fax(631)765-9502 P.O.Box 1179 G . Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD a CERTIFICATION i 3 Date: 8- _ i Building Permit No. Owner: y?9-+V- - w f s (Please print) Plumber:. 1�vrAtkv,.g -AX— PA-trn-?3 _ (Please print) 7 i f I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ; I (PIumbers Signature) Sworn to before me this day of 20� CONNIE 0. ISUNCH V141/) Notary Public,State of Nene York 1 ''`-1' _ � f � No.01 BU6185050 Qualified In Suffolk County i Commission Expires April 14,2SQ�"**2-0 a Notary Public, L.; QutYty: j use 4 i E ( s Dashing,f Dan's Plumbing'&Heating INC: 258 Higbiel Lane 11Vest Islip; NY 11795 631-587-5236 ':. _$aI Pennisi,•- ' : --,.=`,i rP'n�c 1. 1=�.:.., ._u _ �.._:�... '� c'�.c, ,. ,,=.,._-:' •=f .-., m..�.^i',,• .. _,-�� ,:�'c' _1' t - -.".'-r �,.,,-. r .' r ,__-s _.� ,The plumbing for house 1425.Pine Neck Rd in,Southold,',N_ew York'1197.1 was piped =`using pex. - -: - '.1,r- t4...-'fJ.. Jam,-" `•svi : � ., `�-_', •• �'•� .i,y^. ,, _- - - -[ - CEO"&Licensetl Plumber,'"AnthonyrPellati P � 7h ✓,e �,s u1e.�e vc �,�,�,�: A/o coo ee APR 1 2 2017 TOI',VN OF ®LD � OE 50UTyolo `ycoorm,��'' TOWN OF SOUTHOLD BUILDING DEPT. 765.18®2 SPECTION [ "FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR INAL) REMARKS: DATE -?Illt 3 INSPECTOR OP SOUTyo 22y�OUNI'1,�� TOWN OF SOUTHOLD BUILDING DEPT. r 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR t OE SO(/T�o TOWN, OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: . DATE INSPECTOR oF sooryo! # 1h = couhm,N�' TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTWN [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION, [ ] CAULKING REMARKS:— DATE EMARKS:DATE �� �e INSPECTOR �!� Of SOUTy�Io - .. cOUMY,�� TOWN -OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPEC ION , [ F NDATION 1 ST - [ PLUMBING [ OUNDATION 2ND [ ] INSULATION 1;11 FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRtRESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS:If f L Get c � DATE INSPECTOR SO�ryolo -55---- courm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: r# DATE c' �� / INSPECTOR I��� SOF SOUjy �o� olo TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0—r-fvs�� nn�c. �S ��✓ �s (2. Ali _ �I�fi�� � `S p�,' sv✓ DATE 3 b INSPECTO SEC93 PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: 7 January 2015 Reference: BP # 38002 Building Inspector Town of Southold Main Road Southold NY 11971 Dear Sir, I have inspected the framing and insulation for the renovations at 1425 Pine Neck Road and described in Building Permit#38002. To the best of my knowledge I certify that the framing complies with New York State Building code and the insulation complies with Section 101.4.3 (Additions, alterations or renovations) of the New York State Energy Conservation Code. � lam, D ' ! NO BU-71,DMG DEPT. TOWN OF SOUTATIOLD 05���� ® ESS►��". P.—Ceaao. BOARD CERTIFIED IN STRUCTURAL ENGINEERING i / a.2C jl R. • '1 ♦ � � f ���� �•, jar PLUA- MING 1 • STATE ENERGY CODE •� ,�,.�^� `�,inl�_i i� t� alp • AI' ,_ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPA TMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD,'NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutlioldTown.NorthFork.net PERMIT NO. a Check Septic Form N.Y.S.D E.C. Trustees C.O. Application Flood Permit Examined 120 Single&Separate Storm-Water Assessment Form -13 Contact: Approved ,20 mew-+0. 5*4 19, Disapproved a/c & 31 77 010HIAOS�0 Idlv'i 1 Phone 1d30 h 18 Expiration ,20 But mb Ii sp or APPLI IqN AO�IFIV RMIT - Date _ , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises- relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever Lentil the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the wort: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. Signatu (e of applicant or name, if a corporation) Mailing address of applicant) State whether applicant is owner, lessee; agent, architect, engineer, general contractor, electrician, plumber or builder c) lfl all != iL Name of owner of premises �FL 1 Z P �J ?'�-I N ty I i (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 Woi lffi"ll 'bb l4 Z5 t"'- 1 N>r 1ge6_K izD.. House Number Street Hamlet County Tax Map No. 1000 Section Block J�-- _Lot .4o 1 d'P PrwF0rzrYOr- Subdivision -� ol'� !'1'� P14 I LL-1 RIS r` Filed Map No. 2639 Lot 6 r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 2ES I Dem j 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Workk'eN ROM" 5'T-QiG7"y2 6 1 %lam �2`rJa12 f�jE(J��-i( °>� ►N 2M� l l� s✓X+��'G(SO S�Y�t.71 4. Estimated Cost e�Z ca2 0o 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 +2,;� Rear '�2' 3 Depth Height « ` Number of Stories I 3: M A 'WI Dimensions of same structure with alteratio'iis�"or"additions: Front �� `3 Rear `Z. Depth 5D-4 ' Height 1 q r Number of Stories 8. Dimensions of entire new construction: Front ,/ 6) Rear Depth Height /& /Cts " Number of Stories / 9. Size of lot: Front of 2 2. Rear /6/, 59 / Depth 10. Date of Purchase Name of Former Owner Ij e Ni ECS 40LAD I W tb 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V' 13. Will lot be re-graded? YES NO\/Will excess fill be removed from premises? YES NO W I - 1JIYG�,l�1(G� �1(� I' iVi51 '�'hoieNo 'Sr(.�f�a� �6l 14. Names of Owner of premises Address i&P�2rFFf�� 0 7DO Name of Architect e+Vl✓GN SAN-1ZD" Address U60 VAf4SZ l TZD Phone No toN 73,1E- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 'k 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`prop`erty 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 V' IF YES. PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) F-LI Z (l)eTji aril W I Sl being duly sworn, deposes and says that(s)he is the applicant ,(Name of individual signing contract) above named, (S)He is the aro (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 statemenl�contained in this application are true to the best of his knowledge and belief; and that the wort:will be performed in the manner set forth in the application filed thUbAmaynie Notary Public,State of New York Sworn to before me this No.01HA4916018 '2 day of . ASI AP-Y 20 13 Commission Expires �- . Notary PubSic Signature of Applicant Town Hall Annex President '®f s®U,��, 54375 Main Road James F.King, ®� P.O.Box 1179 Bob Ghosio,Jr.,Vice-President Southold,New York 11971-0959;; Dave Bergen John Bredemeyer co+ Telephone(631) 765-1$92 Fax(631)765-6641 , Michael J.Domino �COW,� BOARD OF TOWN TRUS'ITFES TOWN OF SOUTHOLD Permit leo.: 5119A Date of Receipt of Application: February 14, 2013 Applicant: Elizabeth Pennisl SCTM#: 70-5-40 Project Location: 1425 Pine Neck-Road, Southold Date of Resolution/issuance: March 20, 2013 Date of Expiration: March 20, 2015 Reviewed by: Trustee Michael Domino Project Description: To construct a front one-story addition with covered front entry porch where existing enclosed front porch exists; with the installation of gutters to leaders to drywells. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the ; site plan prepared by Eileen Santora, Residential Designer, last dated on December 20, 2012, and stamped approved on March 20, 2013; and also indicated on the project plan prepared by Eileen Santora, received on February 14, 2013, and stamp approved on March 20, 2013. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will-be required. This is not a determination from any other agency. )Alpo" CZ Barnes F. King, President Board of Trustees Michael J.Domino,President h�� OlO Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 Charles J.SandersP.O.Box 1179 Southold,New York 11971 Glenn Goldsmith ® aQ Telephone(631) 765-1892 A.Nicholas Krupski ��COU rm Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1338C Date: May 8, 2017 THIS CERTIFIES that the construction of a front one-story addition with covered front entry porch where existing enclosed front porch exists,•with the installation of gutters to leaders to drywells, to add 4' higLi fencing installed approximately 83' landward of the water, and to add 16' of fencing with a gate from the deck to the existingfence: encei At 1425 Pine Neck Road, Southold Suffolk County Tax Map#1000-70-5-40 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 14, 2013 pursuant to which Trustees Administrative Permit#8119A Dated March 20,2013,was issued and Amended on June 17,2015, and Amended again on August 17, 2016, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a front one-story addition with covered front entry porch where existing enclosed front porch exists-,with the installation of gutters to leaders to drywells,to add 4' high fencing installed approximately 83' landward of the water, and to add 16' of fencing with a gate from the deck to the existingfence. ence. The certificate is issued to Elizabeth Pennisi owner of the aforesaid property. 1%4;oxa� Authorized Signature J vat- Town of Southold - Chapter 236 - Stormwater anagersent i I SWPPP - Storm t rm dater Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (AU Requested Information is Required for a Complete Application) APPLICANT NAME: Owner ort Constdtanl-Contractor or Other(Circle One) Property OWNER Different than Applicant) C-�� w rv2� L fE�U UI Address: f / Address: ` f ) l,,o5 VA r � I �CO Telephone Fax#: Tele hon7�4 (4 $ _ Fax# i E-Mai C dee 7V 1lJL,1() �.'Y E-Mail Property Address: I/lei s� PA t N ��n Brief Description of Construction Activity,Proposed Structural BMPs,Sort i S.C.T.M.M: �� () iLr, Stabalization BMPs,Project Scope and/or Sequence of Construction-Activity Di 1000 /Q � _ t� ftuido Addnonel Peges as Needed)101—dSection BbeN Lel ! Name of Contracrtor and/or Contact Person Responsible for Implementation of SWPPP: Sfifi A-� f'i�jut p P S I r—Addy �'S _ rJ__ GL�a711 .� Vk_ 6-- hone#k 0 - -------- 1J YJ r7laaarJiYL (1� !. Ll till 3_x ---_�' ------------ i Telep / ,/)7bo Fax#-. E-Allah. _- - ------ --- ____ --______._.____ t j Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice: i �� L (�NNlI''�S � rr `}� --- fx�.(21-L.. Add rl7YLl',�TlD4(D V2. W, V�L'� Id_ y TelepMrwtF f () ----------- E-Mail: --r--�^y E-Mail: D V ------ --- --- -------,------ --` -12-- -- TolalArea of All 77 / t o Total Area of Land Clea, �}Y1 Project Parcels- ��[e andJorGround Dslurbance ~ _�!_�;� (5 F IAaesj $fart End Cs F!ao-x) P 0� ` I D/,9 L/�-AC.4.1/A Project Duration: - �,---- (Antdpated) Da to. Dale f 3 cHatirn l c / dD/3 "ReLl 2 �J.-- PJIJ[1)_�l_(Z) - tMmber d Cmendor eryal Will this Project Disturbe five(b)or More Acres at Any One Time During the Proposed Development 7 Yes No --C- - ------------- ------------------- ; ff YES:Please Answer the Followfngl _.,_.__.._„...___._-...__„____�__...___..___::.__ f a. Does the Applicant have a Qualified Inspector On 0 _ - -----____ Staff To Conduct the Required Inspections? Yes No List the NAMES or description of all Potentially Impacted Waterfwdies and/or Wetlands: b. Does the SWPPP Indicate How Frequently the Site O O Inspections will Occur and for What Period of Time? Yes No l• c. Does the SWPPP Adequately Identrfy All Temporary and/or Permanent Soil Staballzatron Measures? Yes No d. Does the SWPPP Adequately ldentNyaComplete0 C] --------------------------�----_____-___.__________ I 1 Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired) I I e. Does the SWPPP Indicate AddUonal Site Specific = = Practices that Will be Utilized to Protect Water Quality? Yes No - - - ---- -- - -- - r I. Has the Applicant Submitted a Completed DEC Notice �-7 U Type of Impacted Walerlwdy.leg.Lake.Creek,Bey,Pond,Sound,Freshwaterr Weyand.-.) Of Intent and SWPPP Acceptance Form for Review � i by the Town of Southold? Yes No Y — STA-17 OF NF.W YORK, COUP f. �`�L/l L ..........SS That I,..........6L0)!', _....being duly sworn,deposes and says that lie/she is the applicant for Permit, I (Name of Individual signing Do' I And thatWshe is the ......................, ).r�..F1V�...... F (owns.tkntractor.Ageni,Cuporate Office etaj............................. ............... .......... Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this applicatiozr that all statements contained in this application are flue to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. j Sworn to before me this-, ..._....-.........e .r....2 _ dal - 'o`ma201':J .... ._...No Public: ._-.-.` '� ` .nP.� I L��4 .............. (Signature of Applicant) i SWPPP Assessment FORM: 03-12 j C®RlNlE D.SUl\lCN Notary Public,State of Now York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,201 ti (01 T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only:Storm Water Pollution Prevention Plan S.c.T,M.#: Property Address: lean Review Checklist Checklist # 1 01-trIct seosl,n 9-lock REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: s i Plan Sheet (Does the SWPPP Adequate) Provide for andlor Indicate the Followin : I YES, NO I N.A.,Explanation for NO or N_A. Location 1. Drainagecalculations&Stormwater BMP s Deslgne to'contain a Two Inch Rainfall On-Site. ' (Pg• __.__ __._.. _..... - _ .,- I .. .._.__.__....... _ .. 2, Construction Phasln plan Indicatin Se uence of Proposed Construction Activities, - - e - ------�-__ .. ...g.. Q_. _ - --i General Location Map,_-•- , 1 - - 4. aralange Site Plan Drawn to Scale at Sixty(fi0')feet to the Inch or larger indicating the Following: a._ oration and Descrlgtion o[Property Boundaries; , - - b--_Site Acrea a.--- -- - g ' -•-- - - - QQ c. All Existing.Natural andlor Man Made Features on and within 50'of the Property Boundary; - ---- --- - __ -- -- - P Y. d, Test Hole Data Indicatin Sail CharacterlsUcs&De th to Seasonal High Water Tabls; Q I © - ' -"' - ---"` '" ' " "` e. ContoursIndicatingProperty Elevations Min.2'; - - - •- - - ---•-=•- •• -•--- --- -- - - - •• --• --- - - f. Spot Grade&'Finish Floor Elevations for P�dsting and Proposed Structures; " iI•�-�� I t "-'" - - - - ------ team,.-,.. -wai; --- • -- - - g. CocaUon of Wooded Areas&Isolated Yrees witlll Minimum Dimension of'18"Diameter; - ' I Q I Q I�' -• ---•-- -•• - - -- - - - _•_ �-Sotl�onsetvatfon'DCsirlofSoifSurvey---------_...... . .---- •-.. _______._• . . _.�OiQi®,'��_.__.,_._._ ,. ,........ _ .. _ _ -- --- -- - _ 5. Background Information about the Scope of the Project,Location&Description of the Site, - Pro osed Chan es to the Site and All Existing Development on the site Includinq the FolloWn _.._a_..N-I_lmRCoVenlgrlt;tliisrtltdingTo#al Area of Land DI _ --•-,�;Qi�k _.. . b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume � + • &-Nature ofMatikd s lnyolved�_-•__-_ �'©:�Q; __c Ali Areas Requiring Clearing andlor Grubbing;-_ ___ _ - -# - --- -" -- _,_ _ -._•ailmattmate.__ �.. .___._.. ___.. ..,.,-..._._ . . _._ ___.. _-_ -•,•.------__ ..._ __ d. All Areas Where Topsail Is to be Removed,Stockpiled and where Topsoil will ultimately P -- e. All Tempo!A &Permanent Vegetation to be Placed on Site; - f. All Temporary.8 Permanent Storm Water Runoff BMP Control Measures Pro Asad; ; Q Q;r a}�""" - ------- •--- - - • -• --- - i I ---..... (,131 20_ - -' g. The Anticipated�'attem of Sorters Drainage During Periods of Peak Runoff; - - - h. The Location of all Roads,Drlvoway's,Sidewalks,Patios,Sfructur_es,Utilities&Other + + " ""'--"'-'- " --` `- - - ••- • ---------- - -•- - --- impravemeni's,fncludfng"hempoiaryAccess&Construction Sta trimAreas; I l , • •••---- --•-••••- -- ---- --- .._...._•_ __--• ____•_ -- -- - -- -- - - - ---- - ---I I ! I---------•__••_. _ ._____.-_•--�--tett. 1. 'ilia Existing&-Final"Contouis and moi Spot ElevaUoiis of the alfa-- I�Q,Q I�I •• - •••• - -- --_ -••-`- - ••-- --.. .._.____.._... .__._.___.._._..__meat ._ _ ___., ,.-... . _-.. .. .-_....-._.-----_.... . . .... . . . 6, A Schedule of the Sequence for the InstailaUon of All Planned Soil Erosion,Sedimentation - &Stormwater Runoff Control Measures. 7. Descrigtiort of Pollution Prevention Measures that will be - , I i _.»...»_»„. .. _�________._.__-•_-______,___,.,_ .. ...,__--_--.-___._"tett...,, , , ,"..____ .._-- •-_ ---•--..,-_.........._..._..__._.__.__._..............__. _._._._ ..._......... B. A Description of the Minimum Erosion&Sedimenf Control Practices to be Installed and/or , +� Im lamented Lo i Each Cant ggti-0 Q 6 9 C1 Atythat will result In SoEI Disturhance- ;Q Q; I 9. Desoription of Construction&Wastematerials F�cpected fo be Stored Onsite ©'�C """`"'"' ____'_""'_ _"""""- ~_~•• ••,- _.___._. _..,. __..__.----•---____,_..,...... _-___._____._._...._.. 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the 1 _tate_tate_ ._,..._...__tate_____.•__________.______-._. . _Now York State Storm Water Design Manual Technical Standard. ii_bee ----_ ___.-._,_.-,...._-_•---_ --....,_,-._ ---,-.-.._.,.,.'-'-•_----i 1 f --------...___._.._._.,. _....,_ ,._....._,.._"._•___ 11. General Stie Plan and Construction Drawin s for the Pro act. , - ---- -• ___ _. _.. _ _ `Q` r 2. Dimensions,Material Specifications&Installation Details for Al Erosion&Sediment Control Practices. i01 , 13, Temporary Practices that will be Converted •--••- mp I 14, Implementation Schedule for 8taping 1eTpqrary.Eroslqn Control Practice or BMP. 15. Marnfenance Schedule to Ensure Conllnuous&Effective O ration of Eros,on& , f " -- '' Sediment Control Practices. _.,....,.»..___,_..._»_...^---.._------------•----_._._.,_..,..__......._.._.._._.._____-•-•_•-_1 i i r.-......,....,.,,...»,...._,_----meat_"_,."._._......_,.. . 16. Names of Potential Surtace Waters of She State of New York andlor MS4 that may be , 1 1 , •••--- --•-•- ._. _ _ __ Impacted by Development. 11 Q l Q a 17. Delineation of5torm)Nater Control Plan Implementation Res�ons --- for Each ,_ _ _. . ."_ . -_- ,�QrQ,�________._._.�.............,._.._._.__._.__._._.._.__,.._._.--,- .,_-___..,.-----.._._..•..,..___. - + I AI other Existin(7 Data tfiaf Describes Storm Water Runoff andlor Natural Drainage Swalas. (�[� Q •-• •- 19• Identification of X1l Contractors)/Sub-Contractors} Responsible far Installing,Constructing, �- •"•-•-•-- _,..______..,.,_....._._.._tett_._._.__�„,.,.._„. ,• ,___ . _ .. Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. ©iQ s l=—I i _ orm-Water°Management-Conttrol`Plan CFiecklist-#1 �-03=72 --- - - -- "-- TQwnIXallAnnex Telephone(631)765-1802 5437,5 Maxu Road roger_richert townn1so�'u`�nq .ny_us P.O.Box 1179 Southold,NY 11971-0959 , TOWN OF St UtHOLD APPLICATION EQR:ELEGTRIOALINSPECTION FREQUESTED BY: _ Date:' 15.1 1 ame: Vie. vNc' Cvsr Name: C��A wvkr.Xkv Licanse No.: Address: � k 13 t1 6 Phone No.: ' ,3 l JOBSITF INFORMATION: (*Indicaf+ .requfred,16 + rmation) *Name: -",\Vkl S 1 'Address: eco. a� *Cross Street: 'Phone No.: 616 9--iSal 5 Permit No.: Z J Tax Map District: 1000. Section: ~Mock: .S. Lot: K.5 *BRIEF DESCRIPTION OF WORK(Pleaw-Print.Clearly)• (Please Circle All That Apply) *Is job ready for Inspection: YES•/'NO Bough In Final *Do you need a Temp Certificate: YES NO ; Temp informatioh(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *Now Servico: Re-connect Underground Number of Meters Chan pa f"rr e Eo e,�6# Additional Information: PAYMENT ICU -WITH APPUICATION r JAN 16 2014 ALU I. TON I S0UTH01 82-Request forInspedonForm �M Ar- ®��OF SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'Q April 25, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Elizabeth Pennisi 7970 Steeple Chase Ct Port St. Lucie, FL 34986 Re: 1425 Pine Neck Rd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) /Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41356 —Add/Alts SOUTHOL-L2 SITE DAT W J s W W O x xixc �smxx,w xo,s♦cu w C�EK / _❑ yEY O O �9 r W s"mcro �oxx c O6F°sr�" 6 `�•"e+ q z�x o cn o`.En�ummx D LOCATION MAP o 0 ZOO =0 QY� I Y z Lot 8 O I RECONSTRUCTED COVERED PORCH o Z EX15TINO ONE STORY FRAME W a �•� ,••,y RESIDENCE TO BE RENOVATED 520 s1 OPEN AOOD DECK AT FIRST FLOOR LEVEL • 1I • �.x ss �/ EXISTING TIMBER BU_KHEAD aua• co�'q• x - o a _ 211 EXI5TING DRIVEWAY AND - - ;n I LANDSCAPE TO REMAIN a TIC LINK AR AVERAGE $ e n �' HIGH PLATER p a =I Lot 7 , I, I,tr� e .10GKEY GREEK • / ,T �, - 8 C%'sjflNb DOCK @!P ��•�_� -�-- --�---/nW wiw= FIN-FLR SLOPED(TREATED WD y1ALL5 TO RETAIN GRADE=DR" OTH SIDES n�F BASEMENT ACCESS DOOR5 STOVE PAVER.SET IV .>&s9 •' lit'/ � � � BETY.EIEN RETAINING i`LALLS {} (2i•sx4 PRECAST ORYMLLS� - HAY t&001 a SILT BARRIER CONNECTED TO GUT HERS OLRIN6 ANS'NCTIOV Lot 6 NEN HVAC CONDENSING LNIT EX15T,N6 EXTER OR �• 5TAIR5 TO BE REMOVED O akla Wn AvenueTuhuCE'7,RCTIFIlCATEI3ATE'FRUytirm m� 'JU nnn ivrocE :000PANGY - - SITE PLAN SITE PLAN �F��N� SCALE 1'=2— N '`"^N•A coNsor ,¢cuwe`� _ •-^`-•' x BID&PERMIT SET 5URVEY OF LOT 7 "MAP OF PROPERTY OF N J. WELLS PH I LL I P5" Greek FILED NOVEMBER b, IgOq, MAP No. 2q7 jockey W E 51TUATE: PINE NEOK TOWN: SOUTHOLD S 5UFFOLK C.OUNTY, NY average line along water SURVEYED 04-01-20013 - ave�ge high wat 6139, - ' 40.900 5UFFOLK COUNTY TAX - -1 1000 - -10 - 5 - 40 _ _ -, wood bvl eac,CstTam W. I BAMK LLC COMMONWEALTH LAND TfnZ lNSURANCE Wi�il<A • M I rJ'tory + Fra►n® Hovs® N / r caw 1 1 y n \ t 99 I � ' 2,o \ I I ' I , Lob g I ++ Lot -7 `jr `` Lot 6 ' I I 11 I I I it Ytfl � 1 I - w}R/ f r I I I I , 0 I , r , ' Ilrnl , I r I to - � I1 ' I I 1 , l Q 1 ' I I ' vele ' MJ I ' I o I , N& o r r I 1 � Q NUO30`00"gi g �-- a 00ww 22 \J I + 1 � I \ \� Le,lre'4etl elWellae et meld b o srny r � edge of povem®nt rwetlon or rerwn ttoa,..r,ei.rom.z a IM NOTES i w,.ra..sleyw enraue.�Iw ■ lbnpb Mol flnoll b lanllGwrtl b b,wlltl Nr MONUMENT FOUNDPineNeck ���.• •c.nlricetlo•O Mlcelstl M..o,.1�Yryry Wt Ne �Y•'w R�tl F ace.tlee.wll�ar..- ad 0 PIPE FOUND F. ® ps�trg coo.or c.mty.In a o s.ey otlaputl l�Irn rack 41a.M.ectetten er Prel.eslpnei oeltl s.:.p.. Selo ervlwuam q.ou.v.w�N b W Penee la Mom W v"�!h PeVe'�tl� aM en w wnoll b IN MM1*1 c ftw d gvwn�n t01 eei.ncy Ob�IMYy IIw.IMI.tl Yrrwn,aW CONTOURS REFERENCE NGIVD 29 DATUM b W a..y...or w.Meg wu u bn caw co- ' - tier w rot trerwrereeu b aoanlonei ti.tn�tlom Area = I.Orb" A5. r JOHN C. EHLERS LAND SURVEYOR ' Area = l.Ob7q Acres 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SGALE I"= 40' RIVERHEAD,N,Y, 11901 369-8288 Fax 369-8287 REF.\\Compagserver pros\08\08-130 TOPO.pro 1.I - �,. r • �_' � y: �� .fir ..' � ' :•.� .r, � i:` !� •� :.� -; It '��, firt..�, a s� t� -L by h p i wr .. •,xis- r , —: i 1.040 � 1F' tINV 1 �, titFrfl '1Yj . k✓ Apt 01, r+If 1 a y..va., : Yt_, �.`y '[.}•r t 'r;a1L "7 � � 9�� rt wy� � t •'i' v '• � w �v1 ^ R kA ME -- .,,.• - _ Adlo,, A, N OUJOH . A, L 3 1 MOO) GmAa a I %T O.Ivvve p� j Owe e k , � I •�� +xcrt$��4�,,i.'�"?!Al+� "$�""`�` +aE.,.� ., ' t -.- Hied xw.... r, I k C ` ;-' � 1 r ..-ewvYry �y At y �t t�IhaFNrWM�pq ��u�', �S, � T Ilk t Y 4of 0, w a r 111 yr maimp P'wd : r F. Aw ,•. s° �wff !► 131 4*� 1 •. r r _ •rs t REScheck Software Version 4.4.4 Compliance Certificate Project Title: Penissi Energy Code- 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 1,473 ft2 Glazing Area Percentage: 18% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor. 1425 Pine Neck Road Joseph Fischetti Peconic,NY 1725 Hobart Road Southold,NY 11971 631-765-2954 NOMf=w Iri'a5).d^.t' '`t,:'iy",r_.+,�,.R,sr`.�s1'.i, -+,Lr`'?;r: . ;p,,�b'' "?`'1 'fin'y' ""•;,;.-t"�}`t�{' Compliance: 2.1%Better Than Code Maximum UA. 290 Your UA:284 The%Better or Worse Than Code Index reflects how Gose to compliance the house Is based on code trade-of(rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies AssemblyGross Glazing or Cavity Cont. or Door UA Perimeter U-Factor Ceiling 1.Flat Ceiling or Scissor Truss 1,474 30.0 00 52 Wall 1:Wood Frame,16"o.c. 1,475 19.0 0.0 72 Window 1:Wood Frame:Double Pane with Low-E 269 0.340 91 SHGC:0.00 Floor 1 All-Wood Joist/Truss:Over Unconditioned Space 1,473 19.0 00 69 Compliance Statement. The proposed building design described her 's nsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been gned to meet th 0 New ork Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandato eq 'eme t i e�da eck Inspection Checklist -Z�k5e'p� fi-'s C, e Y7 Z'1 I+Ll-� Name-Title Signa t're C� o "� Date Project Title: Penissi Report 02/14/13 Data filename: Untitled.rck Page 1 of 1 . - �. �; ";�;TM�� e � � � �y. i _ .�T�. J1 i�3i f , ��; �r� . ��r � � - , �� �: NAILING SCHEDULE PLAN CONTENTS: vJ WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL a GENERAL NOTES ROOF FRAMING: 41 1).RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE DWELLING _45 1-1/4'x 20 gouge strap shall be attached to each pair of rafters In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES = 0) When a collar to 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 tie need not exceed the tabulated number sof 8d nails In the strap. RAFTER 10 8'WALL 3-8d COMMON EACH TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION TOP PLATE 10'WALL:44M COMMON RAFTER PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1).The information within this set of construction documents Is misled to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA LL M Lateral frarrAng and shear wait connections for rafter,coiling or truss to top plate shag be In 70E NAIL 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCT10N MANUAL intent and framing details.They are intended as a construction aid,not a substitute TO TOP PLATE 10'WALL:4-8d COMMON JOIST accordance to table 3.3.Vv?m a rafter or truss do not fail In One with studs below,rafters X for generally accepted good building practice and ooviance with current Now York FRAMING ELEMENTS AS PERF PLANS, CROSS SECTION AND GENERAL NOTES 1 State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to to wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE Q_ I oonstniction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 4) 1 sound and a weethierproof completed product. shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 4) OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 0 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,state,county and local codes,ordinances and regulations,etc. Wait studs above and studs below a floor level shall be attached with Loft connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 tions for this building and accordance with table 3.3b.When wall studs above do not fall In One*ith studs below,the TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 These codes are to be considered as part of the specifica (LIVE LOADS PSE) studs shall be attached to a common member In the floor assembly vAth uplift connectors in BLOCKING EACH TOE ROOMS (OTHER THAN SLEEPING) 40 should be adhered to even If Invariance with the plan. accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL ROOMS (SLEEPING) 30 3).Dimensions sh3N take precedent over scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH END STAIRS 40 (DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation,all plate,or bottom plate with uplift TO RAFTER END . NAIL GAURDRAILS ANY DIRECTION) 200 4).The engineer has not been engaged for construction supervision and arAxTies no connectors.Steel straps shall have a minimum embedment of 7 Irches In concrete WALL FRAMING: EXPOSURE CATAGORY responsibility for construction coordinating with these plans,nor responsibility for foundation and allati4wi-on15 inches in masonry block founellntions,or lopped under NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are topped under the JOINT DESCRIPTION QTY. SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION precautions and programa in connection with the work.Them are no warranties for a bottom plate,3 inch square washes shall be used with the anctior bob.Anchor bolt TOP PLATE To PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE specific use expressed or"led In the use of these plans. spacing Is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2-16d COMMON. FOOT SEE NOTE:1 NAILING SCHEDULE SEE anchor bolts are to be spaced between 6-12 inches from the end of a all plate and all GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INTERSECTIONS FA.SIDE NAIL 6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE FIRE PROTECTION SEE FLOOR PLANS Type I exterior shear wells with a minimum of 7116 Inch wood structural panel on the exterior 2-16d COMMON (SMOKE & CO2 DETECTORS) or exceeds manufacture's specifications and applicable codes. STUD O.C. NAIL attached with Bid commonnails at 6"o.c.at the panel edges ono 12"o.c.In the field,and TRUSS DESIGN NZA STANDARD STICK FRAME CONSTRUCTION 7).The General Contractor Is to consult with the owner for all built-in Rem 1/2 Inch gypsum wallboard on the Interior attached with 5d oreAr rails at 7'o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE such as bookcases,shelving,pantry,closets,trims,etc. edges and 10'o.c.In the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 Z in table 3.15a-b. TOP OR BO'Ci 049. 12.16d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken Into account during cons1tructlon. PLATE TO STUD 1 3-16d COMMON PER 2x6 STUD NAIL 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: I Q FOUNDATION NOTES: Type 11 exterior shearwaft shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL length adjustment factors In table 3.16. FLOOR JOIST,BAND JOIST, 12-16d COMMON FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING determine intended heights of fiNshed floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided In table 3.14 shall be permitted to be Increased when NAIL NAIL NOTES 2).All footings to rest on undisturbed(Virgin)soil.Assumed bearing3000psf interior sheamaII3 are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTIONOTY. SPACING 2.4.4.2 and 2.2.4 respectively. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA J).Provide 10 expansion joint material between concrete Mobs and abutting JOIST TO: PER TOE 4-ad COMMON JOIST NAIL 4A 1 concrete or masonry waft oociarinig In exterior or unheated Interior areas. -1Z 0 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Header and/or girder connections shall be attached with uplift connections in accordance 2-8d COMMON EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 4).Any now concrete wells being attached to existing concrete structure shag with table 3.5.Window sill plates shah be have steel oonnectors In nomrdance with table TO.1013 It END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED be Installed wnh#4 re-bar,lir liong at 12"o.c..Use approved epoxy for Installation. 3.5. BLCr.X;NG 2-8d COMMON EACH TOE MODERATF SLIGHT TO TOJOr- END NAIL 45 LBS. 120 E SEVEPE 3' . MODERATE 11 Y.15 1�7 5).Unless otherwise noted,sit slabs on grade to be 2500 p.a.l..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: FL76EV-!: I I TO HEAVY poured on 4 inch thick sand or gravel fig with 6x6 wire mash reirillorcing.Interior slabs Whom a ridge is to be used as a structural beam,the rafters shag either be notched and .�t. - ). EACH TOE to be minimum 3-1/2 inch thick. anchored on top of the boom or slope connectors shag be attached to each rafter-to-ridge SILL OR r&,,PLATE 3-16d COMMON BLOCK NAIL (3) along the open calling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 6).Crawl spaces to be provided with a minimum 18*x24'access opening.Install one attached with to above requiremerrts. TO BEAM JOIST NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE Cq 8x16 cast Won foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 7).Dampproof exterior of kiiiandation with bdurninous coating as per section R406 of TO PEW JOIST NAIL 4'PERIMETER EDGE ZONE Bid COMMON @ 6'O.C. 8d COMMON @ 6-O.C. SEE NOTES:1,3 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shag be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END SEE NOTES:1(BOTH FIELDS) to be gaMnized or stainless steel. 3-16d COMMON INTERIOR ZONE Bid COMMON(I S'O.C. 8d COMMON a 112'O.C. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors TO JOIST JOIST NAIL NOTE:2 FOR PANEL FIELD 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for dock joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL iGABLE ENDWALL RAKE AND RAKE TRUSS l*O.C. Bid COMMON C 4'O.C. SEE NOTES:1,3 Girders an concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"die x 7"kyg anchor bott with washers and nuts. NOTES tr) ROOF SHEA HING: 1).AN framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12'x12*x12'thick concrete footing. JOINT DESCRIPIHON NAIL I NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Edition Wood Framing Construction Manual. Use a minimum 1/2*die x 7"long anchor bolt with washers and nuts.Footings Shall QTY. SPACING be 3 ft.below grade.Concrete piers to be used with all porches/decks with roofs or pergullas. JAS PER TABLE 3.8 PLUMBER CERTIFI sheathing within 4 feet of ft perimeter edge of the roof,Including 4 feet on each.-,kje of ft roof peak, STRUCTURAL 8d I WFCM-SBC ON LEAD CONTENT Babe- Jiofperimeler edge zone attachments required shag be used. 2).Unless otherwise noted,all framing and structural wood material to be 42+BTR. Douglas Fir. 4).Deck joists to have blocking at n o.c.. CEILING SHEATHING: Cr_-_RT1F1CA TE OF OCCWaNQ LU 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss frisming members with G>0.49. 3).Floors,walls,ceilings and rafters to be spaced at 18 inches o.c.unless noted5).A NAIL NOTES TPNn,members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. minimum of 10 inch flashing shag be installed between the building and ledger. NAIL JOINT DESCRIPTION i SOLDER USED IN WA I otherwise. Ledger to be fastened to building with 1/2"die.bob with washers and nuts QTY. SPACING c5UpPL Y SYSTEM CAP-%TNDMted 4 Inch o.c.nail spacing assumes sheathing to rafter!truss framing members with G>0.49.For WALLBOARD 10"O.0.FIELD FIELD . I mbers with 0.42<G<0.49,the nag spacing shag be reduced to 3 Inches o.c. Bearing wall headers to have(2)Jack studs and(2)full WVM studs on each We of all EXCEED 2110 OF 1% whom needed. GYPSUM r D.C.EDGE 4).Unless otherwise noted,all bearing well headers to be(2)200#2+BTR.Doug.R. 5d COOLERS openings.LVL headers to have(3)jack studs and(2)full length studs on each sift of 6).Concrete piers shall be a rninknurn 6"above grade. WALL SHEZ-ATH ING: openings.Bearing wall window sift shag also have(2)window sill plates for 2x4 wall, 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL openings between 4'11 and n and 2x6 well openings between 5'111 and 8'9.Provide fire to girdeqa). JONT DESCRIPTION QTY. SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: OCCUPANCY' OR I and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON AS PER TABLE 3.9 411 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES IS UNLAWFUL 5).AN lush beem&1heeders to be Installed with heavy duty gaMnized hangers and PANELS WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD US = anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3*O.C.EDGE 1 SEE NOTES:1,3(BOTH FIE DS 6).Double up floorjolats under walls that run parallel to the floor last and under be#itub6. 1).AN water supply,drainage and venting to be Installed as per N.Y.S.ResidentialPLYWOOD &COMMON , 6"O.C.FIELD Q. 4'EDGE ZONE 8d COMMON @ 6'O.C. 8d COMMON C 12'O.C. NOTE:2 FOR PANEL FIE L -HOUT CERTIFICATE Floors to have ceramic Ole Installed shag be verified for proper load capacity urdeas noted Constftelon Code. GYP INTERIOR ZONE 8d COMMON C 6'O.C. Bid COMMON @ 12'O.C. SEE NOTE:3 SUM 5d CC on plains. 2).Verify septic"am with the Engineer for Suffolk County Health Department approval. WALLBOARD U`F OCCUPACY 7).Provide blockingrorldiging In floor jousts at M0 o.c..Use solid blocking In floor jdsts FLOOR 2:0�HIEATHING: NOTES under all bearing walls. 3).If wag studs,plates or joft are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL S NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. provide adequate bracing and plates to protect and secure the structure.Verity with ft QTY. PACING NOTE�, 8).Provide Insulation baffles at am vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"0.C.EDGE 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone altechiment requirements shall needed. HVAC SYSTEM NOTES 1"OR LESS COMMON 12"O.C.FIELD OF be used. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2*thick,4-ply Fir 2).Tabulated 12 Inch o.c.nag spacing assumes sheathing attached to stud framing members with CDX exterior sheathing grade Plywood.Plywood to cover over plates arid headers. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: G>0.49.For framing members with 0.42<G<,ft nail spacings shall be reduced!to 6 inches o.c. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF PLUMBING 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantech plywood subliclor MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior panel siding,gelvinized box nails shag be permitted to be substituted for common nails. 2).HVAC subcontractor Is to fully coordinate oil system date and requirements with the ALL PLUMBING WASTE adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. &WATER LINES NEED VPR0Vir:"D AS ft'OTED over subiloor as per manufacNire's 1).Nailing requirements are based on wall~Ing 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-center at the panel edge.If wall sheathing TESTING BEFORE COVERING 11).AM bathroom waft to have 1/2-thick molsture-resistant sheetrock.Garage wells and Is nailed 3"on-center at the panel edge to obtain higher DATE: B.P. Contractor and owner for final review and approval. ceilings and over furnace to have 5/8"hd type-x sheetrock.AN other parts of building shear capacities,nail;ng requirements for structural �I, b to have regular IZ sheetrock.All wagsto be taped and finished. ELECTRICAL NOTES: members shall be dcubled,or alternate connectors, FEE BY: such as shearplates,shall be used to maintain kiad path. 12).An roof with a pitch less than 4:12 shag be Installed with an lea&Water barrier or 1).All electrical to be Installed as per N.Y.S.Residential Construction Code. COMPUY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT approved equal.Flat roofs shag be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing Is continuous over connected NEW YORK STATE & TOWN CODES 765-1802 8 AM TO 4 PM, FOR THE torch down type material am. 2).All ellectrIcal work shall be approved by a qualified Underwriter. mernbers,the tabulated number of nails shag be permitted FOLLOWING INSPECTIONS: kc� to be reducedtot-16d nail per foot. AS REQUIRED AND CONDITIONS OF 13).AM sill plates and wood In contact with concrete to be pressure treated.SRI pialoS to 3).Install Smoke detectors and Carbon Monoxide detectors throughout Rs per section R317 1. FOUNDATION - TWO REQUIRED be Installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. FOR POURED CONCRETE 01 2. ROUGH - FRAMING & PLUMBING � 3. INSULATION 1 I Ck SOMOLD TOV.N TRUSTEES 4. FINAL - CO'NSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTIOF1 SHALL M.11-71ET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE-FOR DESIGN OR CONSTRUCTION ERRORS. i WI ��JD RESISTANT CONSTRUCTION CONNECTORS DECK 8c PORCH CONSTRUCTION DETAILS & WIND LOAD ;BATH CONNECTION DETAILS N A PARTNUMBER AOTE,5 z x4 POT TO FOOTING ANCHOR PAU44 OR WE44 A 44: USE w MIN. 1/2" DIA. x 7" ANCHOR BCLT LU Q. -Q M POST TO FOOTING ANCHOR PAU66 OR WE66 AU66: USE wZ MIN. 1/2" DIA. x 7" ANCHOR B LT 4 P 4A +� x6 POST TC GIRDER HEADER DBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST ' OST COLUM - TO GIRDER HEADER LSTA12 OR LSTA24 USE 2 FOR EACH POST COLUMN v N !AFTER16 TAIR TRIN NN TI N TM R MPA1 N H 'TRIN R L LL ; �2 � WTERZjQa TO HEADER AFTER TO Lk )GER BOARD TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY RAFTE LEDGER WHERE TMu s AN NOT s U : THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. O la F( .LOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 7 -� RIDGE HEADER NAILING SCHEDULE _ ROOF FRAMING: RAFT E QTY. SPACING JOINT DESCRIPTION NAIL NAIL NOTES F. RAFTER TO F WALL 3-8d COMMON EACH TOE-JAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONN ECTION PAIRALLELRAFTE AswFCM sec 7 LAP FACE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE L OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL STAIR TREAD— GIRDER/HEADE BLOCKING 2-ad COMMON EACH OE TO RAFTER END NAIL •� RIM BOARD EACH END RIM BOAR TO RAFTER 2-16d COMMON END NAIL I Z POST— WALL FRAMING: POST/C 0 L U M ° a S TR I N G E JOINT DESf�RIPTI,IN Qom, SP �I;� r.OTES .� ° - R I M/DECK J O I o TOP PLATE M T PLATE 2.16d COMMON FOOT FACE NAIL •�: G TOP PLATES AT JOINTS FACE O STRINGER TO DECK/PORCH CONNECTION INTERSECTIONS a-lsdcoMMON EA SIDE NAIL t GIRDER/HEADER TO POST/COLUMN CONNECTION STUD TO 2-16dCOMMON~�24. FACE - STUD O.C. NAIL +� HEADER TO 18d COMMON 16'O.C. FACE .= HEADER ALONG EDGES NAIL POST TO DECK/PORCH CONNECTION TOP OR BOTTOM 2-16d COMMON PFR 1.x4 STUD END VJ PLATE TO STUD 3-16d COMMON PER 2x8 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT FACE NAIL T END JOIST OR BLOCKING 1 • v, DECK JOIST FRAMING: N JOINT DESCRIPTION NAIL NAIL NOTES 4-8d COMMON GIRDER/HEAD o JOIST TO: QTY. APER TOE e R 2- COMMON SILL,TOPPLATE E PIJITE Of:GIRDER JOIST TOE GIRDER/HEADE TO JOIST _ END NAIL !!! o JOI S BLOCKING EACH TOE �V p� 2-Bd COMMON I POST/COLUMN o TO JOIST END NAIL POST/COLUMN BLOCKING EACH TOE SILL OR TOP PLATE TE 3-16d COMMON BLOCK NAIL LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL A` GIRDER/HEADER JOIST ON LEDGER 3-6d COMMON PER TOE .. TO BEAM JOIST NAIL BAND JOIST 3- PER END LU 18d COMMON TO JOIST JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2•16d COMMON FOOT TOE NAIL OOFSH GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER f HEADER CONNECTION NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC j DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be gaMrmzed or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shell be anchored with proper steel connectors anchored GIRDER Into concrete with a minimum 1/T dia x r long anchor bole with washers and nuts. 3).Posta supporting girders shell be anchored lo a 12'x12'x12'thick concrete tooting. POST Use a minimum 1/2'die x r long anchor bolt with washers and nuts.Footings Shall be 3 ft,below grade.Girders with roofs shall have 12'die.concrete piers 3'below grade. WOOD J O I 4).Deck jolets to have blocking at 8V o.c.. A > . a • 5).A minimum of 10 inch flashing ahwIl be Installed between the building and ledger. v „ „ „ v '>- " GIRDER/HEAD Ledger to be fastened to building with 117 die.belts with washers and nuts CONCRETE PIE > •, 12 x12 x12 CONCRETE FOOT > • X16' "C- v ^ % � . ^ , ^ 6).Concrete piers shag be a minimum 8'above grade. Y Y .v WOOD JOIS ",> V1 7 AN to be au with and anchors.Each Joist shall also be anchored ., )• joists supported hangers ^ to girders). UA > POST TO FOOTING CONNECTION 8).Covered Roofs anon be assembled and anchored the same manner as a typical buadlrp. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �Ia ! .,. , JOIST FRAMING FLUSH WITH GIDEREH ADER GROUND WIND SEISMIC FROST WINTER ICESHIELD `y a FLOOD �. q ,� GIRDER TO CONCRETE PIER CONNECTION show SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT o. CIIII? � LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE - I i ------------------------- - ----------------------------- --------------- w DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONSTRUCTION DET AILS & WIND LOAD PATH CONNECTION .= o CONNECTION LOCATION: PART NUMBER: i NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS ton N RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER U. M �. uAPPLY TO EACH RAFTER RAFTER—TO—PLATE RT15 n°c USE WITH SPTH4 CONNECTOR W NOTCHED RAFTER RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD o _ RIDGE RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-SILL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE USE WITH 3" SQUARE WASHERS =- TYPICAL RIDGE TO RAFTER STRAPPING �wlrol RIDGE REAM TO RAFTER STRAPPING 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. . 0 Z PROVIDE 1/2"SPACING - 4-1 O RAFTER BETWEEN THE END STUD � X AND THE 2 OThIER STUDS ANCHOR BOLT CONNECTION � BOLT CONNECTION FOUNDATION Sr DIA.ANCHOR BOLT FOR ALLOWING CONNECT CORNER STUD SUPPORTINGMAXIMUM SPACING ,Q RAFTER HOLDDOWN INSTALLATIONSILL PLATE TO FOUNDATION 1 STORY M oc V TO TRANSFER SHEAR (CRAWL SPACE OR FOOUNDA _ TOP PLATE FASTEN WITH (2),16d SILL PLATE TO FOUNDATION 2 STORIES w OC • TOP PLATE COMMON NAILS @ 6 O.C. CRAWL SPACE OR FOUNDATION _� wALL BOTroM PLATE TO FOUNDATION 1 1-2 STS yr OC • WALL STUD SIDEWALL USE WITH 3x3 SQUARE WASHERS (� WALL STUD - ENDWALL (USP LBPS58 OR BP5M) ! O Q' AL 1 STIR] CONNECTION SHEAR WALL CORNER CONNECTION "TYPICAL RAFTER TO WAIL STUD CONNECTION ALTERNATIVE RAVER TO W - 2ND. FLOOR WALL STUD KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD SUBFLOOR WOOD JOIST RIM BOARD HEADER BLOCKING WOOD JOIST 1 ST. FLOOR TOP PLATES JACK STUDS GIRDERIHEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRD-EEL- JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS- 1 ST. FLOOR WALL STUD \ 1ST. FLOORBFLATE SILL GASKET WALL STUD WALL STUD RIM BOARD TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES BATHTUB (TO OVERLAP JOINTS) DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL • , • , fi ,{. FOUNDATION WALL DOUBLE-JOIST E .LOLST FOR UNDERA BATHTUB DOUBLE E JOIST FOR NON-BEARING WALLS 1ST FLOOR TO FOUNDATION NNECTI N SII I PI ES TO FOUNDATION ANCHORING ` P�� h 64 .. CO c bui ua UNIA aruS TPdM 11001 -ONL co jrri 11S IIHM � �£85d9 s0 89Sd91 dSN af " c� IWMON3 IIVM3019 Hl Ss3HSVM 3 -,y �> NdnDS£XHim3Sf1 • Of LLS ITdM NOLLvaNnO:i 0131v1d W01109 TT/M 7Q oo.se sa�solsz N lvaNnwsof vdsidmvaa •0'0 .9 @@ SINN NOWW00 a 0— 31 Id d01 • vaNn �so avds�nnvsas P9L��Z) HAM N31SVJ 31b�1d d01 30 ZL L NOIlvaN ozi O 31Y S Wv NV3HS a3dSNVHI Ol • ' NOI1�dITd1SNl NMOaaIOH C SL. N wnhWW usodd NOu03NNODIMS HOW oras 2�3Nb00103NN00 ONIMOIIV NO-A 7�31d�2! r lioesoHowva.m NouvaNnod San1S lBMO Z 3H1 aNb N01103NNOO 1108 NOHOW af11S ON3 3H1 N33M138 O It+ — ONIOWS.M 3alAOIJd b3.U" C � rt'D Q Z co -< �, 'JWOVdt/'J WOl IdIldfl WnWiXVW 3A31HOv Ol SNOL10f12ilSNl NOLLVT1v1SN103aN3WOJ3s SmfLLOVjt1NVW MOTION � 'NOLLOf1s1SNOJ 1Nv1SIS3s QNIM 213d0ad MW S210.L33NNOJ 1v13W dSn 03A0sddv 2!0 JNIMOTIOd 3Hl 3Sn Cb S83HS`dM 321bf10S „C HIIM 3sn _ O I b S�s 31b1d ITIS 318f10a 2i30Nf1 &Md 91S2i 210 9ct/1SW 31`dld ITIS-2i30Nf1-2jOOI3 '1S l aN3 IIVM301S HOd3 Ol Al d& SSOd WHONb NM00010H IIVM 8V3HS Of11S 3Idd1210 HOd3 Ol klddV LA 80 C18 2JTIV3H–Ol–Of11S 31ddI80 af11S NOW HO`d3 Ol Jlldd`d Z LVISl 0f11S >I:DV —01–?130d3H = a(11S IIVM HOV3 Ol Aldd`d 9CVISW 80 b'ldl>i IlvM Wolf '1S l Ol llbM: �1001J '0NZ 30GIN af11S IIVM HOV3 01 klddV t�H.ldS af11S IIVM-01-3iVId 3Jal?� 2i31��1 WiDINN0O JvH1dS H11..M 3Sf1 9 LA 31d1d–O1-213iJV8 2131d" 03HOlON c 3. 2131.JVN HDV3 Ol Al dd`d v a- "+Z 831JV8 HOd3 Ol AlddV OZ12i II`dM–Ol-2i313dN tv oS?�hJ d l d0 dldd HOb3 Ol ,klddd JFZ` ISI S831JV/ 1-01-30018 o :S310N :838Wf1N 18b'd :NOUV001 N01103NNOO S�JM3NNOD NOIlOf iSN00 iWiSIS3?J ONIM STV13G N01133NN00 HiVd GVOI aNIM N SlI`dl3a NOuomiSNOD cs, S Mora , � HIM) aeocrusz ti no pw ;z&I Q ic _ .s LL-.4 I_ —, ca Lu T= r7 Z p e11 F'00F VC.TU;?rte e l.fEts°` �N roar ' I I I A _ . 14.2 , P►NrNEGK RID_ IbOU140.LD .tilt' • SCALE: ( 4 r 4 I Ld APPROVED BY: DRAWN BY DATE: REVISED wMF W RWF : e3rp ucruRE-WH OL E 1- 01 •► DRAWING NUMBER LAO 1zy1rAi4 y R 1 j � teptt 441540 06 lex I ti I P 4 -Q a C I L N � �✓r�!�� Rt�P.�AR �'iJEG1�� 3=0`' o ►'ca ro c�.,iL. -� �c � ® I�r►©.G� 2�n LCD(j U :t 1w To rn�e(4.7r CA 0� " 13' 6 " you r WA-`— /0 '4 111 rte- .�w�w 40 w :f COLO A,L J �a.t,h. FJ - res f �� ; ►n��` P � ,r5aU`V 1-0 ,� 'r� _ �t� 14' ej (176Lv " L '5/4 I `"X II fL\IL 1i 4! i �� 11 tt r �, Q OUT- 2- CGo� SrErL �� .+ i ..-�..,` +..r-_-- - . V j .F^' • A D U t+W-F-W 11 2,X�@ i1 F.J w 1�F,.-A W 20 : �C16t'1 uu 2Xu ' .w1 0O I�- JVIbT ✓ M7"c�r}.1 C� ITi f t ,�+,; WOOD PIAT" FLOCAC J0115M I+fit' b.CG, j VT 052D feta tr" C�4>LiL' ' 1 I{ ) SCALE: �q '1'p i APPROVED 8Y: DRAWN BY - t ` DATE: Q)[)\/ l� LV1Cr _ W C4"x MIA � REVISED _ �Vrrr-u.� . DRAWING NUMBER 1 2OF'3 J i - a UU1 1' 110. CL o Cr' V " 11 x� Q 4z r-T Sa r-7-COVE Q .t- `g ► �, 4'_3'' rr 41 TV 21P 10 3.�3 to .g3 �,°J� I(7,'?'� • TW :zo '2>i o 2.77 13.01 . TW Zo 32 2 ,ir7 4,21 2.497 2? i rN 21x 41 o 47D 9.41 5, 10 o- � • � t Mb 4pUrV2 1'4,►72 t4-172 24 co 2X�o o TW 39.41 D 41 g g. 7 °5, 3� 1.4, 12.- `� o �- s � :� �«",©' � rW 2�4�0 �- �Co �: Z� 4. ?# �►2.�2 � - r � 6:x W, Co, 4 660, (x..4 .9 •- r �• rt v � �,r f 4 TD f:;t� AUS " COA-5 i AL Pecs .m ' T! (fCArp E f'- 12-- ►� oma► #� 4"J �#f - 1 hS�416002J" 710 R'60t 4EO 4� Z 2 � ci u b 4 d . o w _ --,i j L ' !I, , C. 7 Lu N � A1P,-0Vr 716 f'i Gait F gT {�D til �2 1_� 2F167 O�Al E vwr RLQ , 2 , SLI"st c4 C i1`10'I� .: G+-1k RC.�I,�a�I 1� � :r �" 1�1 g 3� 5. 4,�`.� �.,# t�11.��61Z- ��J _.. `_''- �1�� �c�'�� G�C>1 lci�•Ct _ - .- .= _ ��i i"'I � U 1Z H w' /� l 1 `7 �I r t: C.6 ILI LA 411 !WrT=l . i • y �� �L�'�Qr"td. N Vi HT iL to U' WI d prt c-W oE�-G k• tbTA.I�•5 a �` j_)L)i LT" W N erZi-: OLID I E)/,v5T Mrs rted� Q>w i 1�I / 1425 '( n = LON ..__. s�P�I ��--y`J [_r��T� SCALE: I/� l/q/!�j APPROVED BY: DRAWN BV / DATE:, 13,' 2(?1 4 REVISED i F ; DRAWING NUMBER J'/ r 1?tCX-A ru047- 12, ixev Z5 ;�--> ,i l ie 2-i�l4X 9l2" 1,YL I21 4'' l ox1:�'��1}� vMJ r TI-+et)-{�F 1,41 - �u 1-- 25 1 ! w 15r FL 'ZX� F•� . � I tc �. G , . -- __ _ X311 f-���" i '� 4� Td C,/EZ� 11411 m 11!; T N t7 p '57FM r 1-1 , 42 SLA•L� Y4er- � ip e� '. �J��'►�Gt t21�l f✓� t�1.�C•t h'_S DL tic 1'�A.`'XP/2 LVL. RIPCA C x9 COL L,&r-, r ><� 0110,6 , j-- 13/4"X."911, 21"l vtr 'R71 r)"F LJ - 15Lit;' l —Ll" > 1 L D P.. 2�•a t. {1 t! I 1 ' + -- -f— a - » - RI Ck/A E Sri F�C 4 MET A L QZ F,5,t:�.,I�-- Alii.l a G? 1�1E ALC+iC.t 2C50 LPA Al?6k4, TYPE Mot` P.6 44 C-4-I1 iii 6 Weer Q" PAC>OUT P—� 2 X� G,J ,� 1 Co''C�,�C.• ' n ►i 'ZxQ> L � r�_'Z'X�' pNr p II �j �,t► ' _ Zp 11(1.5c�t,/� I fit . °� ( X tf'' LVL ,2 vmr� a�� r P� 1 �� 2�1 'r1,�1I"�' ►,Lv� e I � I e030LAP 2x81��fuuU �a� T c�r�'a,G1 41' M Pn 0E-,z .W LA � - > ~~P--15 ►U5U1A?`IOU i Ae p file HA'C:��r �- ;50 1 Wst1 L rl O'er VQ 4AYPSt. M fr3o�r;> I , ►I QOM ��.A�l<K T'D � PLYW 000 - - �' - _ —x � ' p '. 'f--, :;" P"�..i X�JF �' !•f,�+I P,U ,, . ',-,.,p' , . , _ �� G dQ l-l•oUSEtare ,Yv f/•I\/�, �t '` - -�D � C�Ar.1�.. � .• t 1 , tib 1 Z �eA 4:7 W 2 N74 X i 1"� V �• ,a 1Q'(': Ia d 5►t�! tit ul)U�•1(�,rS�'I DNaN�WIG 12 a 6`rF SU If WARD Tt,gMITS 6P)WL0 ,Z V 0 FLWQ j 6)1�ps G 1cp''01a , (�' fes°° Ul, C t7- ; . VA Svf5cL009 r ,p,��J ►�ED �--ouNDAsr10J 4 I " R LT 'o"O M1 , M+, WeS saL Nisi (- _I�+t"Wlt G� V✓11�fZ.. .:.•�f✓ 'i'"CJU�� � Vu E�� � � I SCALE' 4 Sr� 4J� DRAWN BY DATE: f 1 1 Zoe i REVISED _ _. .. DRAWING NUMBER 2q! A let, f 3�"'� ��2E1 LvL Fri C L AT � s- 2 Xj " Q ��w rLxg� f-plo cel as ATio Lv I- q3 2X¢f21z ! l f l � b+► 0� -.l IE Q �, II \ ul 2XID�)ZOOF k'4�KS �(v" 0,0 , 4 RI D?AF, 'dS7�P W I ME �1(Cv� Sia t��SILS I � p rfE; 9�. �� Pl.`i' - -__.--- ..�^..t_�,L_'�F'' X �.�:"c�Vt.. _ ozo � -�' � � ,�� �� M�A L�z'i '�t�F��` (��, Ov I;,f� 1�LT' ``�• ,2�/ � 5 11 �� s �� 1 cc- it l,14r 6-4 El L D 24 .1 lA, �% F tX r✓• Qi Mt:, ', l.P,� Al f 1T'`�� `� '�, 1 fit► �::1;` r,.. € - 11.15tJ1,&7[ 1 '10. Veu � I I 24'"SNPOFOAM all �� ►f ri I 3Q U,rl b Q t I t WK,.14 It "11 leo t`c A ( TW f--.t,:7 W Q L W I if -'6( 2 nd It I �: I%,, 1e � ?"E- IZ.U. I�CCt•TU , •�; 0-6 } ��' .... ZIO I f } 121E Vl�D 1 tG•2/O yo I,Foe)R. --- ...,...............w..-w-..,_...__..._....,,.,._.,_._._.__.,_......,._.......4_,_..,..,...,..................«-.-.,..».,.»,....`..,... _._.__....r.......__._.._._............_._..__......._.......__._� ,_._ � �G�i ..P.r V4 �1�'� SCALE: I14II1 I t Qn APPROVED BY: DRAWN BY DATE: �� REVISED i j DRA�WIJN'Q�NUMBER/7,G1