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HomeMy WebLinkAbout39254-Z t�04 Town of Southold 11/24/2015 P.O.Box 1179 W 53095 Main Rd 0 It Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37926 Date: 11/24/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 355 Bayview Dr, East Marion SCTM#: 473889 Sec/Block/Lot: 37 -1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2014 pursuant to which Building Permit No. 39254 dated 10/7/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law The occupancy for which this certificate is issued is ADDITIONS AND ALTERATIONS, INCLUDING REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED The certificate is issued to Breuer,Peter of the aforesaid building SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39254 10-19-2015 PLUMBERS CERTIFICATION DATED Z7 Au ed gnatur o�su�ot��oG TOWN 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# 39254 Date 10/7/2014 Permission is hereby granted to Breuer, Peter 305 Bayview Dr PO BOX 266 East Marion, NY 11939 To Additions and alterations to an existing single family dwelling as applied for. At premises located at 355 Bayview Dr, East Marion SCTM #473889 Sec/Block/Lot# 37.-1-7 Pursuant to application dated 9/30/2014 and approved by the Building Inspector To expire on 4/7/2016. Fees SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $46880 CO -ADDITION TO DWELLING $5000 Total $518 80 Zu n Inspector Form No 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following. A. For new building or new use: 1 Final survey of property with accurate location of all buildings,property Ines,streets,and unusual natural or topographic features 2 Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form) 3 Approval of electrical installation from Board of Fire Underwriters 4 Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead 5 Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from arclutect 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 Imes,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, Swunming 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 to �%? -­2 --"(2/1�� New Construction. Old or Pre-existmg Building. (check one) Location of Property W45 Cel/Lw House No Street Hamlet Owner or Owners of Property �Fatz=_R_ P;1 L-e—(.) �. Suffolk County Tax Map No 1000, Section_ Block Q Lot Subdivision Filed Map Lot Permit No X25 Date of Permit Applicant q7Q_AQ k (SIU(5(L.51V f2ELW, Health Dept Approval. Underwriters Approval Planning Board Approval Request for Temporary Certificate Final Certificate (check one) Fee Submitted $ � o—q► Applicant ignature pF SOUryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 PO Box 1179 Southold,NY 11971-0959 �l� �O roper richert(a�town Southold ny us Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Breuer Address 355 Bayview Drive City East Marion St New York Zip 11939 Budding Permit# 39254 Section 37 Block 1 Lot 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA Rich the Electrician Inc License No 43120-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances1110 Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment 2- Ovens (40A), 1- Cook Top (40A), 1- Exhaust Hood Notes Inspector Signature ��� Date October 19, 2015 Electrical 81 Compliance Form As Of SOUryol � o TOWN SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] 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 [ ] CAUL oe REMARKS: ir DATE Y INSPECTOR f3f so cou TOWN OF SOUTHOLD BUILDING DEPT. 1 765-1802 *SPECTION I UNDATION IST ROUGH PLUMBING [V FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: -zf DATE - INSPECTOR OF SO(/ oc �, Own TOWN OF =t- ING DEPT. ' 1NSI' TION [ ] FOUN ION 1 ST [ ] ROUGH PLUMBING [ ] FO DATION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL [ - ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE ReSISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU NG REMARKS: DATE � INSPECTOR OF SO!/T�olo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 SOUlyolo *S-- • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION IST [ ] R GH 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 l� °F so�ryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION _ [ ] CAULKING REMARKS: C 42 DATE /4�/X�INSPECTOR—e,��7 laf so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO 0 [ ] FOUNDATION I ST IhT U CL BING RO PLUM [ ] FOUNDATION 2ND 11 FRAMING / STRAPPING FIRE SL it FIREPLACE & CHIMNEY FIRE INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: n i J/C'J("� P 0 DATE — INSPECTOR, 1' r 1 • • • 1 L.. MOW on"11190 PLUTYMING t INSULATION STATE ENERGY • r 0 MIA. WA r rl . • 1 t • Oft M4' • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form NYSDEC Trustees Examined ,20 Contact Approved ,20 Mail to Disapproved a/c lii46 Expiration 4 ,20 Bui ngIns e to SEP 3 0 2014 BLDG DEPT APPLICATION FOR BUILDING PERMIToWN OF SOUTULD Date �� � , 20_ INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months Thereafter, a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herem described The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises TtE�( p— 6Vt—:,L) S� (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 5 enLI/o tamespzlye �s� House Number Street Hamlet 4 County Tax Map No 1000 Section - BlockL„�Itov”Ste' 'j,Cls~ - T Subdivision Filed Map No (Name) ,4 1 ,17 51 n Ft i'll 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 P-t-S C`� 7 / 3 Nature of work(check which applicable) New Building Addition to Alteration Repair Removal Demolition Other Work (Description) 4 Estimated Cost Fee (To be paid on filing this application) 5 If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6 If business, commercial or mixed occupancy, specify nature and extent of each type of use t r 7 Dimensions of existing�g st ctu jes, if any Front f a Rear 7 `,`� Depth Height _ .g"_ Number of Stories Dimensions qf same structure with alterations or additions Front r Rear Depth -�' -0.6 Height x(0.2 Number of Stories 8 Dimensions of entire new construction Front Rear Depth Height Number of Stories -- 9 Size of lot Front 87 / Rear ��c Depth 1�-t�t nrr , 1 10 Date of Purchase Name of F=ormer Owner 11 Zone or use district in which premises are situated P —+0 12 Does proposed construction violate any zoning law, ordinance or regulation YES NO 13 Will lot be re-graded9 YES NO Will excess fill be removed from premises9 YES '-,/NO 041'7 c L4 14 Names of Owner of premises(fele-U" UCU.O' Address 355 g000 ljohone No 63( --f?? Name of Architect —aL41? Ue"CLQ4 j Address 1326 SV,1qfof Phone No /t,?,( -477-2424 Name of Contractor Address Phone No 15 a Is this property within 100 feet of a tidal wetland or a freshwater wetland9 *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D E C PERMIT MAY BE REQUIRED b Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D E C PERMITS MAY BE REQUIRED 16 Provide survey, to scale, with accurate foundation plan and distances to property lines 17 If elevation at any point on property is at 10 feet or below, must provide topographical data on survey STATE OF NEW YORK) SS COUNTY OF V ' C.t, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the r QCLtC`C��� (Contractor,Agent, Corporate Officer, etc) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith Sworn to before me this day of 0 Notary Public Signature of pphcant CAROL WDELL NOTARY PUBLIC-STATE OF NEW YORK NO 01 HY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/301201 :FQ Scott A. Russell ,��°SU �vG S'7C'O)[ZIKWA\' ]EIK SUPERVISOR - MACINA.G lEMLENT SOUTHOLD TOWN HALL-P O Box 1179 53095 Mam Road-SOUTHOLD,NEW YORK 11971O� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS (PROJECT INVOLVE ANY OF THE lFO]LIOWIING Yes No It (CHECK ALL THAT APPLY) [:]4'A. Clearing, grubbing, grading or stripping of land which affects more ❑R( than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material ❑vwithin any parcel or any contiguous area. . Site preparation on slopes which exceed 10 feet vertical rise to ❑5e100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal � erosion hazard area. ❑R E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT (Property O% ner Design Professional Agent Contractor Other) S C T M �` 1000 Date ,�Distnct NAME [ I -?20- 14- Section lock Lot / ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information �� 4-n 62 [relep6ox Numtrrl I, Reviewed By e V — — — — — — — — — — — — — — — — Date- Propel ty Address/Location of Consti uction Work — — — — — — — — — — — — — — — — — � �� 13A�V(HW<QVl UE Approved for processing Building Permit Stormwater Management Control Plan Not Required H A V_(0-0j U Y l/� �� ❑ Stormwater Management Control Plan is Requrr ed (For war d to Engineer mg Depai tment for Review) sOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P O Box 1179 G • o roaer.nchert(af n sou 959 ny us Southold,NY 1197I-0959 Q BUMDING DEPARTMENT ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: j L�t,¢� ,� � � � Date: �S— Company Name: >eH 7-4& q Name: 66 / License No.: 3 f v'ZI> _,c l67 Address: r�lA h SJ'E'i�/�i'"� `5�1��i� AJ117rV f Phone No : !�31- 5 3s__!7 X41 63/ R,7 Sl;LlI JOBSITE INFORMATION: (*Indicates required information) *Name: i3k eV E-R— *Address- �3 1zxJ 93 2 ! *Cross Street: nn� *Phone No.: " Permit No ��� Tax Map District. 1000 Section: 3-7 Block.– g2/ Lot: --7 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough I Final *Do you need a Temp Certificate: YES/(0) Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 - 400 Other *New Service. Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION � p'4 82-Request for Inspection Form f -.._ .+-..�.ti.�-�..�-...,rw.+--�_._...-. - �.......� �.... ..-....��w..�..�.....-.._.�....tip..._. F �� '�' L f q - -LG-0 -OM =VXVC 7 C7 -- 66& --L:lo Ce�i;lf\azl INP/I K# ,.L jr vz �WII 71IG i _ N ton s~�v S�10 1 'do cit � A - - - • 30.E ` - ,;�� _ � p�� "�.�° ,� —- - - �_ � -- - -� Qydel tr R fc� ri}oti em seelcrares►�•uoq �1 L� ,i Int 31a ssatts atp o= ..,�,., O 4 n��ca�loy Pte!t�o!trtir�!QulPuel CA KP a PVMq 214 uo Pw'PwBdW 91 PtP v00804 POMOPW SWUMMO 1 iJ 5 ��yyMMy11��M�yyyy��� Xtrw yWM pffm le eq at eq1cu gap P"PMOQM mu won UORMIM TIS VOA+MIDI X11 p 9= +� mos"ao Lcpnw Pupotomun _ Wltll ems► a�l�tta�e�4� �e m 10 / 0f I^ I AREA SUMMARY PROPOSED ADDITION LOT AREA = cc 13,050 SF = 100 00% EXIST'G DWELLING = cc 1,695 SF PROPOSED ADDITION = cc 195 SF PROPOSED WOOD DECK = cc 477 SF X w I TOTAL BLDG COVERAGE = cc 2,367 SF = 1813% MAX BLDG COVERAGE = cc 4,431 SF = 2000% = BREUER RESIDENCE EAST MARION 355 BAYVIEW DRIVE PROPOSED PROPOSED 477 SF WOOD DECK 1461 195 SF ADDITION z T o ARCHITECT FRANK UELLENDAHL P I 0 123 CENTPOLBOXAVENUE 316 BB 0 EN�IEtOPE 81111 p1^,lJ GRENY 11944 TTELL 631 631-477 8624 W �' c - OWNER UER OUTDOOR WOOD DECK, `�O Q 355 BAYVIEWPETER DRIVE EAST MARION, NY 11939 SHOWER 3 TEL 631-477-2192 Y EQAj liEl RAMP DN DR1VEWr` , r N EXIST G 1-STORY DWELLING, W CJ U d J d cCc- co �qc , w z OCT - 1 2014 I z Q N BLDG DEPT o TOWN OF SOUTHOLD Z a DATE 09/30/2014 SCALE 1/16" = 1'-0" IBM EXISTING STRUCTURES CA 87 SCALE 1/16" =1'—O" 3 PROPOSED SITE PLAN i SITE PLAN PROPOSED ADDITION BAYVIEW DRIVE (n DWG NAME im PROPOSED WOOD DECK TOWN OF SOUTHOLD o g A-2 ©�j DWG NO SURVEY BY OTTO W VAN TUYL & SON SUFFOLK COUNTY, NEW YORK REVISED OCTOBER 21 1993 Proposal d ' e.Nb 1 of 9 Pages LICENSED& INSURED � ��SE� Plumbing#3480-P Suffolk 29, 530-HI Plumbing#M-857 Nassau H18E8890000 HOME REMODELING INC. BUSINESS ADDRESS Phone (631) 368-4677 MAIIdNG ADDRESS 32 Daisy Place Fax (631) 368-4676 200 Warner Road Selden,New York 11784 Huntington,New York 11743 PROPOSAL SUBMITTED TO NIR PETER BREUER PHONE 631 477 2192 DATE MARCH 26, 2015(Rev) STREET 355 BAYVIEW DRIVE JOB NAME CITY STATE AND ZIP CODE EAST MARION,NY CHARLENE CELL 631 873 8443/HOME 631243 1364 ARCHITECT DATE OF PLANS JOB PHONE ANGELA MANGELS We hereby submit specifications and estimates for THIS ESTIMATE IS BASED ON THE PLANS PREPARED BY ANGELA MANGELS,ARCHITECT,DATED 5/7/15 CHANGES OR ADDITIONS TO THE ARCHITECTURAL PLANS EITHER BY THE TOWN PERMIT REVIEW& INSPECTION PROCESS OR BY CUSTOMERS REQUIREMENTS WILL BE EVALUATED,ESTIMATED AND EFFECTED VIA CHANGE ORDER PRIOR TO COMPLETION OF THIS PROJECT,A PUNCH LIST SHOULD BE PREPARED BY THE CUSTOMER SO THAT OPEN ITEMS CAN BE REMEDIED PRIOR TO FINAL PAYMENT SUBSEQUENT REPAIR ITEMS ARE COVERED THROUGH OUR COMPANY'S ONE YEAR WARRANTY A PAYMENT SCHEDULE IS INCLUDED AND IS PREPARED IN PROGRESS PAYMENT FORMAT OCCASIONALLY,WORK IS PERFORMED OUT OF SEQUENCE WHICH MAY MAKE IT NECESSARY TO ADJUST THE PAYMENT SCHEDULE WITH MUTUAL CONCURRENCE ALL TOWN INSPECTIONS E G BUILDING AND PLUMBING WILL BE COORDINATED BY THE GENERAL CONTRACTOR(CHELSEA HOME REMODELING,INC) ALL PERMIT FEES E G BUILDING,PLUMBING AND ELECTRICAL INSPECTION FEES ARE THE RESPONSIBILITY OF THE CUSTOMER- CONTRACTOR USTOMERCONTRACTOR SHALL PERFORM WORK IN SUFFICIENT COMPLIANCE WITH TOWN CODES,RULES, REGULATIONS AND GUIDELINES TO ENABLE OWNER TO OBTAIN CERTIFICATE OF COMPLETION AND UNDERWRITER'S CERTIFICATE FOR ELECTRICAL WORK IF NECESSARY, CONTRACTOR,AT THEIR EXPENSE, SHALL REMEDY ANY DEFECTS,ERRORS OR OMISSIONS CAUSED, CREATED OR CONTRIBUTED TO BY CONTRACTOR WHICH PREVENTS THE ISSUANCE OF A C 0 OR UNDERWRITER'S CERTIFICATE (CONTINUED) We Propose hereby to furnish material and labor-complete In accordance with above specifications,for the sum of Payment to be made as follows Dollars($ ) All material is guarardeed to be as spccdied All work to be completed m.worinoardike mar w"cordmgtostandardprac[ices Any alteration or deviation from abovespecrfrcatrons Authorized Signature mvolvurg extra costs will be executed only upon written orders and will become sa extra cbarge over and above theeikes accidents All s err deems n contmgmt upon strikes acndenls or delays Note TlilS proposal mai be withdrawn by us If not accepted wit ay 1 beyond our control.Owner to carry fire,tnmado and other necessary inst mnce Our workers are fully covered by Wodnnen s Compensation rnsurznca Acceptance of Proposal-The above prices, Specifications and conditions are satisfactory and are hereby Signature Accepted You are authorized to do the work as speclfed Payment will be made as outlined above BLDG DEPT Signature 'i; 1F5OUTHOLD Date of Acceptance The customer has an unconditional right to cancel the contract until midnight of the third business day after the contract is signed Cancellation must be done m writing Deposits are not refundable after the three day period Generates! by REScheck-Web Software y Compliance Certificate Project THE BREUER RESIDENCE Energy Code 2010 New York Energy Conservation Location Suffolk County, New York Construction Type Single-family Project Type New Construction Conditioned Floor Area 0 ft2 Glazing Area 16% Climate Zone 4 (5750 HDD) Permit Date Permit Number Construction Site Owner/Agent Designer/Contractor 355 BAYVIEW DRIVE PETER BREUER FRANK UELLENDAHL EAST MARION,New York 11939 OWNER ARCHITECT rade-Compliance. ff Compliance 6.4%Better Than Code Maximum UA 141 Your UA 132 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Glazing cavity Cont. Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceding Cathedral 423 300 0.0 0 034 13 Skylight Metal,Thermal Break,2 Pane w/Low-E 29 0 420 12 Wall Wood Frame, 161n o c 769 150 00 0 077 50 Window Wood Frame,2 Pane w/Low-E 8 0 290 2 Window Wood Frame,2 Pane w/Low-E 29 0 300 9 Window Wood Frame,2 Pane w/Low-E 66 0 290 19 Door Glass 21 0 260 5 Floor All-Wood joist/Truss Over Uncond Space 423 170 00 0 052 22 Comphance Statement The proposed building design describi r is on t with the building plans,specifications,and other calculations submitted with the permit application The propos I i n designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Ver comply with the mandatory requirements listed in the EScheck Inspection CheckII, 9 Name-Title "7 SI n re Date Project Title THE BREUER RESIDENCE Report date 09/29/14 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided Section Plans;Verified a Field Verified # Pre-Inspection/Plan Review Complies? - Comments/Assumptions, & Req.lD Value Value 1032 ;Construction drawings and 'nT '`ry = �.,Ocomplies ; [PR1]1 !documentation sufficiently _ a` s❑Does Not ; demonstrates energy code ;compliance for the building Observable ❑Not Applicable envelope a , 1 pp 1032, ;Construction drawings and ,❑Complies 4037 I documentation sufficiently ;❑Does Not [PR3]1 ;demonstrates energy code compliance for lighting and ❑Not Observable mechanical systems Systems r .- 4` _ ;❑Not Applicable ; ;serving multiple dwelling units 5 ` must demonstrate compliance r � i ;with the commercial code -_ - 4036 i Heating and cooling equipment is; Heating Heating ;❑Complies [PR2]2sized per ACCA Manual S based I Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual j or Cooling Cooling ;❑Not Observable other approved methods Btu/hr f Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 1Medium Impact(Tier 2) 3 1Low Impact(Tier 3) Project Title THE BREUER RESIDENCE Report date 09/29/14 2010 New York Foundation Inspection' Complies? Comments/Assumptions Energy 303 2'1 Exposed foundation insulation ;❑Complies [F011]2 protection ;❑Does Not ;�1 ;❑Not Observable ❑Not Applicable 4038 Snow melt controls s❑Complies [FO12]2 ;❑Does Not ®1 UNot Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title THE BREUER RESIDENCE Report date 09/29/14 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies?' Comments/Assumptions & Re .ID , 402 4 ;Fenestration that is not site built ;, s„'t' ” ' "' ,` r)❑Complies 4 [FR20]1 !is listed and labeled as meeting 1 j❑Does Not AAMA/WDMA/CSA 101/1 S 2/A440i❑Not Observable ; or has infiltration rates per NFRC 'J Not that do not exceed codeLc a❑Not Applicable limits (5 I 40245 IC-rated recessed fighting fixtures' } " , ; 4'17"„+,;z `qf 4 `'''" `;w❑Compbes [FR16]z sealed at housing/interior finish s :` ( ❑Does Not ,and labeled to indicate&It,=2 0 'J h ',[]Not Observable cfm leakage at 75 Pa ❑Not Applicable f 40322 !All joints and seams of air ducts, ,f ; ;❑Complies ; [FR13]1 air handlers,filter boxes,and €., ,;,,.y ` {,° ;:v, ,k$❑Does Not ; ;building cavities used as return `y ❑Not Observable ducts are sealed ❑Not Applicable I w` 40323 ;Budding cavities are not used as f s ' `, T❑Compfies ; [FR15]3 1 ducts or plenums kr ' ❑Does Not rt',"31❑Not Observable ❑Not Applicable 4033 j`HVACpiping conveying fluids ; R- R- ;❑Complies ; [FR17]2 I above 105 QF or chilled fluids ;❑Does Not 11 below 55 QF are insulated to R-3 ; V $ ! []Not Observable ; ❑Not Applicable 403 4' Circulating service hot water R- ; R- ;❑Complies ; [FRJB]z pipes are insulated to R-2 ;❑Does Not I I , U ;❑Not Observable 1 ❑Not Applicable 4035 Automatic or gravity dampers ares' y,y M; -,,❑Complies ; [FR19]z installed on all outdoor air ;,`' , ❑Does Not ; intakes and exhausts „f ;�� � ', ,` , � /' ;❑Not Observable ; j ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title THE BREUER RESIDENCE Report date 09/29/14 2010 New York Insulation Inspection Complies? Comments/Assumptions Ener y - 3031— All installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title THE BREUER RESIDENCE Report date 09/29/14 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies?; Comments/Assumptions &Req.ID 4024 , ;Building envelope tightness ACH 50= ACH 50= !❑Complies 402421 !verified by blower door test result! !❑Does Not [FI17]1 !of&lt,7 ACH at 50 Pa This ! J ;requirement may instead be met ; !❑Not Observable ! !via visual inspection,in which ;❑Not Applicable case verification may need to !occur during Insulation ! ! !Inspection ----------- 40322 ;Duct tightness via post- ! cfm ! cfm !❑Complies [F14]1 construction with maximum !❑Does Not !leakage of 8 cfm to outdoors,or �® ! `� ;12 cfm across systems For ❑Not Observable !rough-in tests,verification may ! ;[]Not Applicable ; need to occur during Framing Inspection,with maximum ! ! ! leakage of 6 cfm across systems ! ! ! and 4 cfm without air handler 40311 Programmable thermostats x rye, l UIcomphes ! [FI9]2 installed on forced air furnaces i ;k '1, ,❑ Does Not ® t I � 4 ,;,[]Not Observable 1 ! t' ;❑Not Applicable 40312 Heat pump thermostat installedf w n 11,4 ;❑Complies ! [FI10]2 on heat pumps [. ",y 4 =❑Does Not ! V I " , ,t ❑Not Observable []Not Applicable ! 4034 Circulating service hot water ;+ ,'_ ;`,, ' 3` t „z 't ,�- ,' $ ❑Complies [FI11]2 systems have automatic or !;4 ❑Does Not ! U accessible manual controls s ?❑Not Observable ,I❑NotApphcable 4013 Compliance certificate posted ❑Complies [F[7]2 h 'F ;❑Does Not 0 ',❑Not Observable J[]Not Applicable 3033 ;Manufacturer manuals for _,❑Complies [FI1B]3 i mechanical and water heating I❑Does Not equipment have been provided + ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title THE BREUER RESIDENCE Report date 09/29/14 al2010 New York e Energy Conservation Construction Code Energy Efficient Certificate Insulation . Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 17.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door 0.26 Skylight 0.42 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments VV GENERAL NOTES DESIGN CRITERIA: w PROPOSED � I ADDITION 1 ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF � � � � NQT� ®�°� P � ®� ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF ` BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. 10 g p as �>� CONSERVATION CODE, AND LOCAL AUTHORITIES ,q T WIND SPEED - 120 MPH p`( 2 ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B Ll BY °'�u E G#1i E MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE W' " `®� 3 ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" TIFY B DING DEPARTMENT AT LARCH STRUCTURAL GRADE2 OR BETTER TERMITE - MODERATE TO HEAVY 7 1802 Aft TO 4 PIS FOR THE �r ��P.� - N BREUER DECAY - SLIGHT FO OWI INSPECTIONS RESIDENCE 4 PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES 1 F NATION - TWO REQUIRED w STAIR AND FLOOR OPENINGS POSTS AND PARALLEL PARTITIONS EXCEPT AS NOTE6 ON DRAWING DURED CONCRETE DESIGN IN ACCORDANCE WITH AMERICAN FOREST 2 RO G - FR EAST MARION 5 BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FLOOR BEAMS SPACING NOT TO EXCEED 80 FT FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 3 S L TION 355 BAYVIEW DRIVE 6 ALL DIMENSIONS AND G A E CONDITIONS TO BE 4 1k 1114 lyluo 111111 VERIFIED BY CONTRACTOR S� PRIOR TO START OF CONSTRUCTION AND ORDERNG OF MATERIALS THIS WINDBORNE FOUNDATION HAS BEEN D IGNED FOR A SOIL BEARING CAPACITY OF TWO (�2TSF AND GRADES DEBRIS PROTECTION SCHEDULE R JIE S C S T E o ARCHITECT LESS THAN 5% CONTRACTOR SHALL VERIFY THAT y(f 3Pi IBL E IR FRANK UELLENDAHL THESE CONDITIONS ARE MET ALL FILL BENEATH Dit, 60 123 BOXAVENUE CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS - RELATIVE DENSITY � GREENPORT, NY 11944 OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, TEL 631-477 8624 7 ALL HEADERS 60 FT IN LENGTH AND OVER TO BE SPACING 12 INCHES, ARE TO BE PROVIDED TO COVER AS REQUIRED SUPPORTED BY DOUBLE UPRIGHTS, 90 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED ADDITION 'c OWNER BY TRIPLE UPRIGHTS ALL HEADERS TO BE FOR ALL WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL PROPOSED NORTH ELEVATION MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING WOOD SHUTTERSf1s90BS® PETER BREUER S _ 8 PROVIDE FIRESTOPPING AT ALL LEVEL 355 BAYVIEW DRIVE PENETRATIONS ES w EAST MARION, NY 11939 RETAIN STORM WATER RUNOFF S TEL 631-477-2192 9 PROVIDE FLASHING AT ALL ROOF BREAKS, Y AND DECS�SSKKYCGHTS, EXTERIOR DOORS, WINDOWS WINDOW SCHEDULE PURSUANT TO CHAPTER 236 10 DO NOT SCALE DRAWINGS OF THE TOWN PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400/200 SERIESs� 11 DESIGN CONSULTANTS OR RECORD ARCHITECT- GLASS TO BE HIGH PERFORMANCE LOW-E GLASS ENGINEER ARE NOT RESPONSIBLE FOR THE o r INSPECTION SUPERVISION OR ADMINISTRATION OF SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS THIS CONSTRUCTION PROJECT FEDERAL STATE SIMULATED DIVIDED LIGHTS AS PER ELEVATIONS, AND LOCAL ZONING AND BUILDING CODE COMPLIANCE HARDWARE - ANVERS, SATIN NICKEL FINISH SHALL BE THE RESPONSIBILITY OF THE INTERIOR FINISH PRE-FINISHED WHITE U0 CONTRACTOR EXTERIOR WHITE C,, 12 THIS DRAWING IS AN INSTRUMENT PREPARED TO EEG FACILITATE CONSTRUCTION AND SHALL NOT BE Mark Size Description Quantity o CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER A TW3046 _ DOUBLE-HUNG 2 _ B NLGD100611-4 DOUBLE-HUNG - Bath2 BR2 3 13 THIS STRUCTURE HAS BEEN DESIGNED IN C 36"X84" THERMATRU - ENTRY DOOR 1 EXISTING NORTH ELEVATION ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE D CW135 CASEMENT - MBR, MBath 1 �C �, �; ax}, -aF 1F= E VCM4646 VELUX SKYLIGHT - vented, w/blinds 2 14 ENGINEER TO BE NOTIFIED IN WRITING OF ALL F 32"X24" BASEMENT WINDOW (double glazing) 2 0 CHANGES PRIOR TO AND DURING CONSTRUCTION 15 ELECTRICAL AND MECHANICAL COMPONENTS TO BE o DESIGNED AND SPECIFIED BY OTHERS ONE—STORY 3—BR DWELLING TO BE EXPANDED W N 16 CONTRACTOR SHALL OBTAIN ALL PERMITS AND PROPOSED KITCHEN EXTENSION WITH FULL BASEMENT AND WOOD DECK WITHIN INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER DRAWING SCHEDULE BUILDING ENVELOPE 4 0 0 17 Do NOT BACKFILL AGAINST FOUNDATION WALLS EXISTING OUTDOOR SHOWER TO BE REMOVED AND REPLACED WITH NEW ONE o DATE 09/30/2014 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE Z SCALE NTS A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES � A-2 SITEPLAN A-3 EXISTING FLOOR PLAN Y TITLE SHEET ITERIA A-5 FOUNPLAN DATION PLAN BUILDING PERMIT APPLICATION GENERALESIGN PROPOSENOTES A-6 CROSS SECTION A-A =�rS DWG NAME A-7 EXTG AND PROPOSED NORTH ELEVATIONS SEPTEMBER 30, 2014 se A-8 CONNECTORS, CRITICAL PATH 0 A-1 A-9 NAILING SCHEDULE, FRAMING NOTES FRANK W UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 © DWG NO t f r PROPOSED 19'-3 1/2" 32'-3 1/2" _ ADDITION 5'-01 2" 41 2" " 41 2" " 41 2" " / -1 5-10 9-0 9-3 J W J V X W O W z V N BREUER z w RESIDENCE EAST MARION 355 BAYVIEW DRIVE C BATH 2 STONE PATIO z OUTDOOR SHOWER ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE O o P 0 BOX 316 OtE GREENPORT, NY 11944 Q c TEL 631-477 8624 D O C7I � I OWNER BEDROOM 1 BATH 1 LAUNDRY w DINING RM KITCHEN a PETER BREUER O L 355 BAYVIEW DRIVE W EAST MARION, NY 11939 C-4 ( o0 3 TEL 631-477-2192 4 / orn 9'-310 to 07 cv \ x � I cn C4 L Z O S 4 CD U d d 6 W BEDROOM 2 BEDROOM 3 LIVING ROOM SUNROOM r-, o I U m W N O Z O = M O a DATE 09/30/2014 SCALE 3/16" = i'-0" 4 EXISTING FLOOR PLAN Z 4 1 2" " 4 1 2" 5 1 2" 9'-2 1 2" C N" 171-311 11 -5 / 21 -4 1 / U1 n i n =a DWG NAME 18'-1" 33'-1 1/2 10'-0 1/2 S2, r " © DWG NO A-3 6, -3 X'G FLOOR PLAN SCALE 3/16" = 1'-0" J711 8'-211 N81-211 N8'-2 4-211 711 NEW WALL � l _ — wy� 4 PROPOSED ADDITION EXISTING WALL rr11=-� 7 8" II= j SII (2) TRT'D 2X10 FLUSH PERIM ER BEAMit 1 II I I I ~ WALL ABOVE 8" DIA SONOTUBE FOOTING �I I 4X4 TRT'D POST o 11 I J 4' FLOURESCENT LIGHT FIXTURE X11 z ON 10" DIA CONC FOOTING (TYP)r Ir SII ^ � C w ® cm � w II co BREUER - SII � � 18-1 15-5 C4All 18-1 RESIDENCE N 2X8 HOUSE BEAM N II I 111 ' BOLTED INTO BOX - our000R II II - -•—•-•-� •- —•-•— _ _ ; - f,_ EE EAST MARION SHOWER '�"�''' ` ' w II II III (3) 4RT'D 2X10 GIRDER = — % 1355 BAYVIEW DRIVE oNN X4 RTD POST11 n{II 13_211 2 RIGID INSULATION ON 10" DIA CONC FTG o Q-1 �L{I ; ON FOUNDATION WALL w cz' "' N ARCHITECT o 2X8 J o • •N PROPOSED BASEMENT FRANK UELLENDAHL 116�� m 123 CENTRAL AVENUE I O C 151 SF o P O BOX 316 00x I I M❑ CNGREENPORT, NY 11944 cN 2X8 HOUSE BEAM •3 4 HR FIRE RATED TEL 631-477 8624 I BOLTED INTO BOX SELF-CLOSING DOOR I ,! - - - - - - - % OWNER � _ _ _ _ 4 PETER BREUER 00 ' 11 � 355 BANEW DRIVE x I I HOUSE I I � — 6-6 — — EAST MARION, NY 11939 TEL 631-477-2192 II I U O •. ( � — 1 1 GARAGE I DRIVEWAY , STRENGTH = 3000 PSI AT 28 DAY ASTM 11 L, � o — — _j r' CLG HGT = 6'-911 � m y C-94 READY MIX CONCRETE L; — — _ , I X ALL FOOTINGS, FOUNDATIONS, ETC SHALL L- REST ON UNDISTURBED SOILW ALL FOOTINGS AND FOUNDATIONS SHALL BE r FORMED IT r — — — CD PROPOSED BASEMENT EXTENSION J `J L — — I (3) 2X8 GIRDER 3/4" T&G SUBFLOOR NAILED AND GLUED XX ' 2 8 FLOOR JOISTS Q 16" 0 C s W o R-17 FLOOR INSULATION I " 2"X6" TREATED SILL m m 4" CONCRETE SLAB ON 6MIL POLY VAPOR BARRIER ON COMP GRAVEL I m cc 8„ POURED CONCRETE WALL EXISTING BASEMENT N SLAB ON GRADE W 1'-4” X 8" POURED CONCRETE FOOTING WITH 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING W 5/8"X12" ANCHOR BOLTS @ 48" O.C. II �� 2' RIGID ENCAPSULATED INSULATION ON INT'R WALL I DATE 09/30/2014 BITUMINOUS DAMPPROOFING TO GRADE SCALE 3/16' = V-0" ZZIMILSILL Y PROPOSED TERMITESHIELDFOUNDATION PLAN N(/9 DWG NAME 17'-311 4 12" 11'-5" 4 1. 21' 21'-4" 5,1112" FOUNDATION PLAN ®:� DwG No A-4 SCALE 3/16" = 1'-0" 12"112"1 19'-6 1/2"I - —] PROPOSED NEW WALL 36" RAILING 4X4 MAHAGONY POSTS w 3 16" SS CABLES ® 4" OC FEENEY CAB E RAIL) m ADDITION EXISTING WALL SE(BAGK LINE 0 WOOD DECK w DECKING, 5/4"x6" MAHAGONY BID (ALTERNATE TIMBERTECH DECKING) N BREUER M 9'-9" HOSE BIB CEDAR HANDRAIL © C M RESIDENCE OUTDOOR NLGD100611-4 SHOWER � - EAST MARION 5X4 m TW264642 (2) 17575 z7 25" LVL HEADER I 355 BAYVIEW DRIVE EXISTING W REF ® � z I TILE �� w ❑�� _ I 24"X24" W0. Z ARCHITECT HOSE BIB ai ¢ N� co FRANK UELLENDAHL o N 2X10 R R. ® 16" 0 C 2X10 RR 16" OC m 123 CENTRAL AVENUE BATH 2 o P 0 BOX 316 o w/R-30 INSULATION w/R-30 INSULA ION GREENPORT, NY 11944 11-6 I I w TEL 631-477 8624 IS ND 48 x84 4'_0, C � N C OWNER PETER BREUER O — ILS — -I = Q Q i _� 355 BAYVIEW DRIVE i D SKYLIGHT KYLIGHT 39 PEND I Q Q `" �, EASTTEL MARION, NY BEDROOM 1 BATH 1LAUNDRY W I I KITCHEN Y - — CM4646j I 4a A ULL-_VCM4646 O PENDANTV Q L GRANITE P J DRIVEWAY . a 9 _ 1 12 N iC) CO U cn � I"i _ S D I i 0o CO it a i P - Freezer 0 t — — g o U ELECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET 13E QUADRAPLEX RECEPTACLE OUTLET oNP WATER PROOF RECEPTACLE OUTLET FI GROUND FAULT INTERRUPTOR OUTLET - SURFACE MOUNTED CEILING FIXTURE N SURFACE MOUNTED WALL FIXTURE BEDROOM 2 BEDROOM 3 LIVING ROOM SUNROOM M SWITCH $p DIMMER SWITCH HIGH HAT FIXTURE Z DATE 09/30/2014 ME SMOKE DETECTOR SCALE 3/16" = V-0" co CO DETECTOR LED STRIP LIGHTS 3¢ PROPOSED 5Z EXTERIOR LIGHT FLOOR PLAN Q' TH. THERMOSTAT/RADIANT HEAT _ DWG NAME 11'-3" 44112- 11'-5" 4 1 2" 21' "-4 5 1 ' ° 2" 9-2 1 2 195 SF o A-5 -�1 / 6 FLOOR PLAN 33'-, 1/2" 10'-0 1/2" ®� DWG NO SCALE 3/16 = l'-O" w PROPOSED ROOF CONSTRUCTION WALL CONSTRUCTION FLOOR CONSTRUCTION w ADDITION • CONT RIDGE VENT 2X4 STUD WALL @ 16" 0 C. w/ FIRE STOP 35" WOOD BASEBOARD 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT FELT w/ R-15 HIGH DENSITY STONE WOOL INSULATION (e g ROXOL) 24"X24" CERAMIC FLOOR TILES IN THIN SET MORTAR IN 120MPH REGION 6 NAILS PER SHINGLE REQU'D 1/2" CDX PLYWOOD SHEATHING ON CEMENT BOARD x FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION TYVEK HOUSE WRAP OR #30 FELT PAPER ON 3J4" T&G PLYWOOD SHEATHING, GLUED AND NAILED SHINGLES TO MATCH EXISTING CEMENT BOARD SIDING T MATCH EXISTING, CA 10" EXPOSURE R-1 KRAFT—FACED BATT INSULATION 5/8" CDX PLYWOOD SHEATHING SIDING TO BE PAINTED TO MATCH EXISTING HOUSE BREUER 2X10 ROOF RAFTERS @ 16" O.C, w/ R-30 BATT INSULATION W RESIDENCE VENTED 2 GWB CEILINGS175" X 9.25" LVL RIDGE BEAM ROOF OVERHANG to match existing ALL TRIM AND FASCVIA BORADS TO BE VERSATEX EAST MARION U 355 BAYVIEW DRIVE w z 0 z ARCHITECT 46"X46" VENTED SKYLIGHT g FRANK UELLENDAHL 123 CENTRAL AVENUE P 0 BOX 316 00011 GREENPORT, NY 11944 2X10 R.R @ 16" 0C. TEL 631-477 8624 W/ R-30 BATT INSULATION d OWNER ON BAFFLES PETER B HURRICANE CLIP EA, R FTE (2) 2X4 TOP PLATE 355 BAYVIEWREUER DRVE TO MATCH EXISTING �STELA631 47 1992 (2) 2X8 HEADER A R z i = w -A ISLAND 48x84" }� w o o° o KITCHEN DINING = 2X4 STUDS �' N 0 o DW �, w/ R 15 INSULATION � J N z 2X4 SILL PLATE w � a m 2X8 F.J. @16 O.C. N 32"X24" WINDOW w/ R-17 BATT INSULATION ;�;' —62 R`R38UNSULATOION o N 2" RIGID ENCAPSULATED 3/4—HOUR FIRE RATED a DATE 09/30/2014 INSULATION ASSEMBLY w/ SELF—CLOSING ;; SCALE 3/8" = 1'-0° ' o DEVICE IWASTE LINE -: PROPOSED %. BASEMENT EXTENSION CROSS SECTION DWG NAME 4" CONCRETE SLAB i � SECTION 2 A-6 - • - , • , . , , , , , , , , , . , '-' DWG NO SCALE' 3/8„ _ 1,_0» © w PROPOSED ADDITION a J J V7 J U X W D Z U ® N BREUER RESIDENCE EAST MARION O O E 355 BAYVIEW DRIVE giW z o ARCHITECT z 0 FRANK UELLENDAHL ` Ll DL I m 123 CENTRAL AVENUE o P O BOX 316 — — — — — — — — tj= GREENPORT, NY 11944 TEL 631-477 8624 OWNER PETER BREUER PROPOSED NORTH ELEVATION 355 ON, NW DRIVE EAST MARION, NY 11939 SCALE 3/16' = V-10" � TEL 631-477-2192 _ W 0 �WuQ c� L U F d a s W z a o g W 0 0 �I� O Z DATE 09/30/2014 Z SCALE 3/16" = V-D" PROPOSED & EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L NORTH ELEVATION J DWG NAME EXISTING NORTH ELEVATION o A_7 SCALE 3/16" = V-0" DWG NO r RIDGE TENSION STRAPS ( PROPOSED 1 1/4" WIDE — 20 GAGE m L�_ 1 ADDITION METAL STRAP ® EACH RAFTER PAIR CONNECTION REQUIREMENTS 4 — 8d NAILS o J W " ICE SHIELD UNDERLAYMENT 24 > REQUIRED — 24" FROM EDGE HURRICANE CLIP � TYPICAL RAFTER TO TOP PLATE BREUER — —I LATERAL AND SHEAR CONNECTION w RESIDENCE WFCM TABLE 33 A - (PRESCRIPTIVE ALT TO TABLE 33) - 8 FT WALL HEIGHT 3-8d COMMON NAILS (TOENAILED) REQUIRED EAST MARION IN EACH RAFTER AND TOP PLATE 355 BAYVIEW DRIVE SIMPSON 1-12A HURRICANE / 1 -- CLIP NAILED FROM PROVIDE 8d COMMON HEADER RAFTER TO STUD — TUPLIFT STRAP CONNECTION REQUIREMENT ARCHITECT TYPICAL ALL RAFTERS EXTERI R EDGGE OF ALL o 5 — 8d NAILS EACH END SHEATHING ROOF TO WALL WFCM TABLE 3 3 B - (PRESCRIPTIVE ALT TO TABLE 3 3) - 20 FT ROOF SPAN e FRANK UELLENDAHL 123 CENTRAL AVENUE 5-8d COMMON NAILS IN EACH END OF BOX 316 APA RATED PLYWOOD TO 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP �E GREENPORT, NY 11944 EXTEND TO TOP OF TOP &2TEL 631-477 8624 PLATE UPLIFT STRAP CONNECTION REQUIREMENT OWNER WALL TO FOUNDATION PETER BREUER WFCM TABLE 3 3 B - PRESCRIPTIVE ALT TO TABLE 3 3 - 20 FT ROOF SPAN 355 ON,BAYN W DRIVE ( ) W EAST MARION, NY 11939 5-8d COMMON NAILS IN EACH END OF TEL 631-477-2192 1-1/4' X 20 GAGE STRAP W 0 ) 1 1/4" WIDE — 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT ME42AL STRAPS AT DOORS FOR CONNECTION RESISTING LATERAL & SHEAR LOADS N HEADER TO STUD CONNECTION � AND FOUNDATION TO STUD CONNECTION WFCM TABLE 32 A - (PRESCRIPTIVE ALT TO TABLE 32) 5/8" ANCHOR BOLT @ MAX 72:: 0 C OR !�� r -► 1 1/4" WIDE — 20 GAGE 1/2 ANCHOR BOLT @ MAX 46 OC (� METAL STRAP @ 48' OC Z MAXIMUW ACQ SILL PLATE SILL PLATE TO FOUNDATION ANCHOR BOLT W ,� TOP OF FOUNDATION CONNECTION RESISTING UPLIFT WFCM TABLE 3 2 B a 1ST FLOOR MAXIMUM ANCHOR BOLT SPACING. 72 INCHES WRAP + NAIL STRAP 4 — 4d NAILS ) ROUND SILL PLATER 0 FOR 9'-9" SLIDING DOOR 1 1/4" WIDE — 20 GAGE WITH TRIPLE JACK STUDS METAL STRAP @ 48" OC o 5 — 8d NAILS Y_.�. .•p `s{I j. J.• >`,�' • 's. a �'J si �.i' )•,*•. �Lti r��,a. � TO SILL PLAT + -'NAIL SHEATHING 8d NAILS ® 4" 0 C �` . r BASEKI NT r'„>:,;s I'`f'5ss;,•..,, r•-r`yir''i 4•„r';,' <<yL: ,`r'«f;., '"`'w�` - r] !� ,at e 'mow, r sir> .t"`•"'"f ! ,•I' L' <r Sr.Y ''+.�~;�{,r•4 i ! .S^" 4 a ' DATE 09/26/2014 2 x 6 SILL PLATE "tiT.. • ,, y:_ ._ L�•`'r'•at,.r�t (2) #4 R BARS � , ' - l r ' ALUMINUM TERMITE FLASHING �`I• r_•y - .*• , K`r','� '•c;z :� *'"r `%'' z 2 RIGID INSULATION ' '--1 SCALE NTS '� II 11 .{` al'Li 1"= I}' _•L t\ 1._' N 1/2 X 12 A B @ 46" OC o w/ 3"0"0/16" FENDER WASHER Y CRITICAL PATH 4" CONC SLAB �; (max 12" from end of sill pla es) _ o CONNECTORS W/ 6X6 10/10 8" PC FOUNDATION o N Nailing Schedule W/ 1'-4" X 8" CONT FTG DWG NAME SECTION (3) #4 REBARS ELEVATION CONNECTIONS o A-8 ©� DWG NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH i FRAMING NOTES NAILING SCHEDULE TABLE 31 - WFCM m PROPOSED w ADDITION 1 ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o DOUGLAS FIR-LARCH STRUCTURAL GRADE No 2 OR ROOF FRAMING a BETTER X Rafter to Top Plate Toe-nailed) - all Height 10 ft, Spacing 16" 0 C (Table 3 3A) 4 - 8d per rafter 2 ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceding Joist to Top late (Toe-nailed n/ per foist o MIN THICKNESS OR AS NOTED Ceiling Joist to Parallel Ranter (Fa e-nailed) n� each lap Ceding Joist Laps ov r Partitions Face-nailed) n/a each lap 3 ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Face-nailed) n/a per tie EXPOSURE 1, 3/4" MIN THICKNESS ALL EDGES OF Blocking to Rafter ( o -nailed) 2 - 8d each end N BREUER PLYWOOD TO BE SET ON SOLID BLOCKING GLUE AND Rim Board to Rafter End-Wooed) 2 - 16d each end NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS WALL FRAMING N RESIDENCE 4 ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH Top Plates at ntersections Face-nailed) 4 - 16d joints-each side EAST MARION TRIPLE UPRIGHTS ALL HEADERS SHALL BE A Stud to Stud Face-nailed) 2 - 16d 24' o c E 355 BAYVIEW DRIVE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING Header to Header (Face-nailed) 16d 16 o c along edges 5 SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud Z AND FLOOR BEAMS AS PER N,Y S CODE OR AS NOTED Z - 16d per 2x6 stud >-- ARCHITECT 8'-0" 0 C. MIN PROVIDE 2" SPACE FOR AIR 2 - 16d per 2x8 stud o FRANK UELLENDAHL CIRCULATION IN ROOFS Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 2 per foot m 123 CENTRAL AVENUE P 0 BOX 316 6 DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING GREENPORT, NY 11944 stairs etc ) OR AS NOTED ON DRAWINGS &2TEL 631-477 8624 Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist 7 DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist oe-nailed 2 - 8d each end OWNER PARTITIONS OR AS NOTED ON DRAWINGS Blocking to Joist �Tl oe-nailed 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block o PETER BREUER 8 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledqer Strip to Beam (Face-nailed) 3 - 16d each Joist � 355 BAYVIEW DRIVE WITH RATED GALVANIZED METAL CONNECTORS N Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist W EAST MARION, NY 11939 "TECO" AT APPROVED EQUAL Band Joist to Joist End-nailed) 3 - 16d per toast TEL 631-477-2192 Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot Y 9 NAILING SCHEDULE SHALL BE AS PER THE NYS ROOF SHEATHING BUILDING CODE AS A MINIMUM ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE Structural Panels 8d 4" o c ,perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED, other 6 o c edges ofL E( panel, 12" o c interior ``a' O 10 PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" of panel Diagonal Board Shealhin t oc EXTERIOR EDGES AND 6 d ® 12" a g 1" x 6' or 1' xg8" 2 - 8d er su ort INTERMEDIATE 1" x 10" or wider 3 - 8d per support 11 ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING Z AND WATERPROOFING SHALL BE BY ARCHITECT r Gypsum Wallboard 5d 7 edge / 10 field A 12 ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING 3 AND STUD WITH GALVANIZED HURRICANE TYPE s CONNECTORS BY "TECO" OR APPROVED EQUAL FOR Structural Panels 8d 6" edge / 12" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field CONNECTIONS 25 / 32" 8d 3" edge / 6" field 13 ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o PACIFIC GPI SERIES WOOD-1-BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND Hardboard 8d 6" edge / 12" field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12 field AS PER MANUFACTURERS RECOMMENDATIONS WEB Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 - 8d suer support BEARING POINTS AT A MINIMUM 1" x 10" or wider 3 - 8d per pport HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING z RECOMMENDATIONS DATE 09/26/2014Structural Panels SCALE N T S 14 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA 1" or less 8d 6" edge / 1�" field GALVANIZED MACHINE BOLTS ® 12" OC greater than 1" 10d 6" edge / 6 field FRAMING NOTES Diagonal Board Sheathing Z 1" x 6"„or 1” x 8" 2 - 8d per support o N Nailing Schedule 12' 12' 12' 12• 1 x 10 or wider 3 - 8d per support DWG NAME OR TRUSSLOK CONNECTORS BY 'FastenMoster' ® 16" OC 1"Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge If wall sheathing is nailed o A-9 mbers shall © X be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path DWG NO E 2 When wall sheathm is continuous over connected members , the tabulated number of nails shall be permitted to 16° 16• be reduced to 1 - 1�d nail per foot s 1� — 88-40" � � � 8=f0" T — NOTE.•ALL LUMBER IN CONTACT NEW(2JX10HDNR WITH CONCRETE TO BEACQ —O— NOTE.-GRADE VARIES-CONTRACTOR v TO VERIFY IN FIELD DISTANCE TO GRADEFOR REQUIRED NUMBER OF I o STEPS PRIOR TO THE N q' COMMENCEMENTOF WORK 7-2" 7-24 I NEW(2J2X10HDR.- - — I NEW(1)2x10HDR. 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ALL SPECIFIED FASTENERS MUSTBEINSTALLEDACCORDING TO THE 12" STRUCTURE: AMERICANFORESTAND PAPERASSOCIATION(AF INSTRUCTIONS IN THE SIMPSON(WOOD CONSTRUCTION CATALOG-C-2003). &PA) 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONEAND INCORRECT FASTENER QUANTITY,SIZE, TYPE,MATERIAL,OR FINISH MAY TWO FAM/L YDWELLINGS CAUSE THE CONNECTION TO FAIL. 16D FASTENERSARE COMMON NAILS ALL CONSTRUCTIONS TO BEINACCORDANCEW/THE2010 (8 GA x31)&CANNOT BEREPLACED W/16D SINKERS(9 GA x312 UNLESS RESIDENTIAL CODE OFNEW YORK STATE&LOCAL BUILDING CODES. 07HERWISESPECIFIED. • BUILDINGS&STRUCTURES&ALL PARTS THEREOF, 2.SHALL BE U O CONSTRUCTED TO SAFEL YSUPPORTALL LOADS,INCLUDING DEAD BOLT HOLES SHOULD BEA MINIMUM OF 1'&NO MORE THANA MAXIMUM LOADS,LIVELOADS,ROOFLOADS,FLOORLOADS,SNOWLOADS, OF 1'LARGER THAN THE BOL T • WIND LOADS&SEISMICLOADSAS PRESCRIBED BYNYSC(NEW 3. INSTALL ALL SPECIFIED FASTENERS BEFORELOADING THECONNECTION YORKSTATECODE)R301 • 2. CONSTRUCTION IN REGIONS WHERE THE BASIC WIND 4. USE PROPER SAFETYEQUIPMENT ° " ° I • SlMPSONS7Rolvc 77E TO SPEEDS EQUAL OR EXCEED 120 MPH SHALL BE 5. WELDING GAL VANIZED STEEL MA YPRODUCEHARMFUL FUMES WRAP UNDER SILL FLA TE DESIGNED TO COMPLYWITH WFCM 2001(HIGH WIND FOLLOWPROPER WELDING PROCEDURES&SAFETYPRECAUTIONS. o POUREDENT/NTO EDITION)HANDBOOK.(SEE NOTES ONPAGEBC-1) WELDING SHOULD BEINACCORDANCE W/AWS STANDARDS PauRERS@M0S1LLCONCRETE= `V .� . WASHERSMMUDS/LL 3. ALL ELECTRICAL WORKIS TO BE i.a.w. THENEW YORKBOARD 6. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAYDEFLECT& OFELECTR/CALFIREUNDERWRITERS.ELECTRICALEQUIPMENT INJURE THEOPER4TOROR0THERSNAILTOOLSMAYBEUSEDTO /t HURKIGRN1=TIlr NOTIOSC4[E p rlUf�FICANETIE NOTTOSCALE Q< AND WIRING SHALL BEINSTALLED ia.w.PART VIII,CHAPTERS INSTALL CONNECTORS PROVIDED THECORRECTQUAN7ITY&TYPEOF 4 S/MPSONSMONG TIE X(OREWIVALS" S/MPSONSMONG nE H7Z(OREQUIVNBM NA/LSAREPROPERLYINSTALLED/NTHENA/[HOLES. TOOLS s CHRAMRuvwFrau-NA><sarEDOLE s CHR �vE cM_NAascHEDULE FTER G fL-00IZ-FOUNDATION GONNf-GTION D FAGS MOUNT Y1AN6EP NOTTOSXE LQ 33-42OFTHERESIDENTIALCODEOFN.Y.CERTIFY7NAT <I S/MPSONSTRONG 77ELSTA24(OR EQUIVALENI)@EACHCONNECTION NOT TO SCALE 4 S/MPSONSMONG77ELUS(OR EQUIVALENT) ` EXISTINGEQUIPMENTWILLNOTBEOVERBURDEIVEDBYTHE HOLEMECHANlSMSSHOULD BEUSED.FOLLOW 7HEMANUFACTURERS (4)8dC0MMONNAlLSAVE4CHE7VDOf 1.1/4720GAGESTR4P !!/.526(8)fODCOMMOM,Ll/S28(10)fODCOMMON,10I10(10)16DCOMM0N INSTRUCTIONS&USE THEAPPROPRIATESAFETYEQUIPMENT. (SEE TABLE/N WFCM-NAIL SCHEDULE) 1US26.2(4)16DCOMMON,L US28-2(6)16D COMMON,LUS210-2(8)16DCOMMON 5C NEWADDITION. MAXIMUMANCHOR SOL TSPA CING36' 4. 7HEARCH17ECT SHALL NOT BERESPONSIBLEFOR THE WORK 7. JOIST SHALL BEAR COMPLETELYON THECONNECTOR SEAT&THEGAP RELATING TO THE CONTRACTORS SAFETYPRECAURONSOR TO BETWEEN THEJOISTEND&THEHDR SHALL NOTEXCEED LHPERASTM MEA ,METHODS, TECHN/QUESORPROCEDURESREQUIRED TESTSTANDARDS. NS11" FOR THE CONTRACTOR TO PERFORM HIS WORK 8. FORHOLDOWNS,ANCHORBOLTNUTS SHOULD BEFINGER-TIGHTPLUS 5. ALL STRUCTURAL LUMBER TOBEDOUGLASFIR.#2ORBETTER, 1 TOI TURNW/AWRENCH, W/CONSIDER4TIONGIVENTOPOSSIBLE ° W/UNIT STRESS OF950#PS/&MODULAS OFELASTICITY FUTURE WOOD SHRINKAGE.CARESHOULD BE TAKEN TO NOT 1,600,000. ALL EXTERIOR WALLSTOBEOF2x4"CONSTRUCTION. OVER-TORQUE THE NUT o � ALL INTERIOR WALLS TO BE OF2x4'CONSTRUCTION. DOUBLE M/A-r E K I AL- NOTE 5; STUDSATALL OPENINGSANDBEARINGPAR77TIONS ALL o STRUCTURALPOSTSARETOBESOLIDLYBLOCKEDTOTOP OF f 1-001 INCE CON5TI�UCTION o e o ° •• FOUNDATION WALL OR SUPPORT COLUMN BELOW. ° ° 0 6. DOUBLEALL JOISTS,HEADERS&TR/MMERSAROUNDALL OPENINGS 1. 3/4"COXP4 YWOOD SUBFLOOR(RECOMMEND 8D NAIL FOR EVERYB J SIMPSON &UNDERALL PARTITIONS USE TECO HANGERS. PROV)DEBRIDGING ()19DCO MONI 7 EO(OR EOU HEADE) MAX. 8'-0"O.C.&CONTINUOUS WHEREPOSSIBLE BEAMS& 2. 10 PENNYCOMMONNAIL FORFRAMING (3J 1DOCOMMONINSIDEOfJACK&HEADER � PRO ODE ATTA CHMEVI'ATSIL LPCATEASREQ7J HEADERS OFENGINEERED WOODARE TOBEM/N,OFM/CROLAM 3. DOUBLEFLOORJO/STSAROUNDALL SKYLIGHTS,STA/RS&OPENINGS F ADJU5TADL1f HANGER NOT7OSC4LE TYPICAL ArALL ExTERIORWOO?LOCA TONS MIN.F8=2600PSIREPETITIVE MEMBERS W/E=21ORBETTER. � Q 4. UNDER-FLOOR SPACE VENTED ia.w.SECTlONR408.1&R408.2 q sIMPsoNSTRONG nE(OR EQUIUALEN7) �1 RIDGE 5TRAt't'IN6 NOT R7SCALE �6� P05T GAP nror7nscALE » 11�AD�1?TO)AGK STUD GONN�GTION NorroscALE Q � LSSU2 -PW7(11)10D COWON tl SIMPSONSTRONG nE(OREQUIVALEN7) COLUMN TO HEADER) 7. DO NOTSCALEDAAWlNGS CONTRACTOR TO VERIFYALL DIMENSIONS, LSSU28-PW',2xI0',82xr2')(15)IOD COY" 4 ELEVATIONS&GR4DESAT THE TIMEOFCONSTRUCTION. LARGE wrCOLIAR nEs�rco.c.cs2oXz4'M/N. SIMPSONSIRONG TIE BCS(OREQUNALENTJ 4 ELEL TIONS NGS TAKEPRECEDENCE OVER SMALLUCC IO LEDRAWINGS. �00 F GO N STS UGT IO N PERW7ERINSTALLED OVER PLYWOOD (3)100 COMMONEACHSIDEOFPOST&HEADER NOTE. ALL STRAPPING,FASTENERS INCONNECTION SEE TABLE WFCM3.4FOR NAIL SCHEDULE WITHPRESSURE TREATED LUMBER SHALL BE HOT 8. INSULATION TO BEAS FOLLOWS UNLESS NOTED OTHERWISE.' 1. ASPHALTSHINGLESARE TOBEINSTALLEDia.w. SECTIONR905.2. DIPPED'GALV.OR STAINLESS STEEL. A) EXTERIOR WALL: R-13FOIL FACED FIBERGLASSINSULATION (6)1-1/7"ROOFINGNAILS PER SHINGLE,,30YEARARCH17ECTURAL B) CEILING. R-30C OR R-30 FOIL FACED FIBERGLASS INSULATION. 2. (2)LAYERS OF30#FELTPAPER&PROVIDEICESHIELDASPER CODE Q FLOORSAT CR4WL SPACE. R-30 KRAFT FAKED FIBERGLASS INSULATION INSTALL AS PER MANUFACTURER SPECIFICATIONS. 3. 1/1'CDXPLYWOOD SHEATHING MOISTURE VAPOR RETARDER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE 4. RIDGEOR STRUCTURAL RIDGEAS NOTED OF THE INSULA TION IN ALL FRAMED WALLS,FLOORS,ROOFAND CEILINGS 5. ROOFRAFTERS@ 16-O.C.ASN07ED O COMPRISING ELEMENTS OF THE BUILDING THERMALENVELOPEI.aW..SEC77ONR322 NAILING' 9. TAPEANDSPACKLEALLGYPSUMBOARDREADYFORPAINTING. 6. CEILINGJOISTS@16'O.C.ASNOTED EDGESs•oNCENIFR USE 1/2 G}PSUMBOARD FORALL WALLS&CEILINGS&MOISTURE 7. 2'x6'COLLAR TIES 16"O.C. ORASN07ED flELO r2•oNCENTFR tf� O RESISTANTGYPSUMBOARD INALL BATHROOMS. B. 2x4"STRONG BACKS ON CEILING SYSTEMS '" NAILINGINSHADEDAREAS WALL AND CEILING FINISHES SHALL BE la.w.SEC=TION R319AND ' (4FEETWLDEFROMWALL EDGEOR INSULATION SHALL BE i.a.w.SECTION R320 9. 1"x6"FASCIA&RAKEBOARDS WRAPPED W/ALUMINUM CAPPING ip 16DCOMM0N@24'O.C. `J R/DGENOTINCLUD/NGOVERHANGS): EDGES ONf/ELD'6'ONCENTER 10 INTERIOR WALL COVERING SHALL BE i.a.w.SECTIONR702AND 10. OVERHANGSASNOTED AND OVERHANGS cu l-11 WALL COVERING SHALL BE ia.w.SECTIONR703 11. VINYL FULL VENTING SOFFITS f6DCOMMON@24'O.C. WOOD STRUCTURAL PANEL 1...9.w.TABLER602.3(1) __:s_ a 4x O It ALL FOUNDATIONS SHALL REST ON UNDISTURBED,WELL COMPAC7FD 80COMMON Qi6.O.C. NAILING FOR WALL SHEATHING GRANULARSO)LOFONETONPSFBEARINGCAPACITY(MIN.)ALLCONCRETE WALL CON5T�UGTION (ALL PANEL WSTRUCIURALPANELia.w.TABLE BDCOMMON�6"O.C.ONALLFRAM/NG �:a FIR& 6'ONCENTER R6702.3(l) MEMBERSATPANEL EDGESANO r2'O.C. =, : :Y;.,- r FIELD:11'ONCEN7ER WORKSHALL CONFORM TO THE REQUIREMENTS'AND RECOMMENDATIONS OFACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETEFOR BUILDINGS 1. SIDING TO MATCH EXISTING&AS SELEC7FD BYOWNER PANG FRAMING MEMBERSNOTAT BDCOMMON�12'O.C.DIV PANEL EDGES Z � ANE (PC=3000 PSI);REINFORCING STEEL SHALL CONFORM TOASTUA-615 2. TYVEC HOUSE WRAP OR EQUAL Mf-r51 NOTAT OF EDGES " / ffiANDKAIL DETAIL ,/ OUT51Di=GOIZNI=P. DCTAIL Nor7nscACE D CONCRETE K IN51DE GOIZNff DETAIL Nor wxaE o 0 GRADE 60.ALL FOUNDATIONWALLS TOBEB THK.&POURE CO C FOOTINGS.ALL TRENCHFOOTINGSTOFOLLOWLOCALCODES.ASPERR401.4.1. 3. 2-x4-STUDS 16"OCW/SINGLE2x4"SHOEPLAIF&DOUBLETOPPLATE 4 NorroscAlE �/ - 4. 1/2'GYPSUMBOARD ONWALLS&CCG. 12. SLANCHORS IN LSTOBE5/8'"�X12"LONG W/ IL METAL WASHERS UNDER NUTS LOCATED 12"MAX.FROM EACH 5 5/8'TYPE X'FIRE P. TED GYPSUM BOARD lNA7TACHED GARAGES CORNER OFSIL L&36"0.C.MAX.USING MIN.OF(2)TWO ANCHORS AND INAREASOFHEATPRODUCING EQUIPMENT PER SIL LPIECE FOR UPLIFTANO23'0.C.FOR LATERALAADSHEAR L ROOF 51EATt11N AND WALL 5t1EATHING ATTKCHMENT DIAGRAM5 NOTTOSCALE (2001 WFCM, TABLES 32a&3.2b.) 4 ALL NEW SILLS TO BEOFACQ TREATED LUMBER W/SILL INSULATION I N 5U L-AT I O N BETWEENSILLS&CONCRETEBLOCK. UPLIFT STRAP CONNECTIONREQUIREMENTS I. R-13/NALLEXTERIOR WALLS COMMON W/LN/NGAREAS&LIVINGAREAS NAILING SGIIEDULE v 13. THEMASONRYCHIMNEYSHALL BECONSTRUCTED i.a.w.SECTION 1001 COMMONW/GARAGE FASTEST MILE WIND SPEED TABLERR402.2 (Wh) I100 110 110 M/N/MUMSPECIF)EDCOMPRESSIVESTRENGTHOFCONCRETE M. MECHANICAL WORKSHALLBEINSTALLED ia.w.PARTS V&VI, 2. R-30cINALLCA7HEDR4LCEILINGS W/HURRICANE TIES UNLESS NOTED ROOF a CEILING fFAMING FWINGSPACING ROOFSPAN NUMBER 100OF 1 MMONNAIL120 CHAPTER 12-24 OF THERESIDENTIAL CODEOFAIEW YORKSTATE. OTHERWISE MECHANICAL TECHNICIAN CERTIFY THAT THE 00 77N SYSTEM WILL NOT BE 3. R-30/HALL FLAT CEILINGS (in) (o) EACHENO OF 1-1/4"X20 GAGESM4P S IN M/NIMUMCOMPRE INC P 7 ENTIALa (f'eI JOINT DE5CKIPTION #OP NAIL-5 - NAIL 5PAGING IYPEORLOCAT/ONSOFCONCRETECONSTRUCTION WEAINERINGPOIFNTIAL � OVERBURDENEDBYI7/ENEWADDlT10N. 12 1 2 2 2 NEGLIGIBLE MODERATE SEVERE 15. PLUMBING WORKSHALL BE INSTALLED ia.w.PARTV11, I� M I N C� N OT 5 RAFTER TO TOPPLAIE(TOENA/LJ 3-8D COMMON PER RAPIER 16 1 2 2 3 BASEMENT WALLS,FOUNDA TIONSAND OTHER CONCRETENOT c N O CHAPTERS2�320FTHERESIDENTIALCODE OfNEWYORKSTATE CEaING✓oLsrroroPPLArE(rOEnwLJ 3�DCOMMON PERJOIST 2,500 2,500 2,500 CEIL/NGJOSTTOPARALLEL RAFTER(FACENAILJ 3-16000M140N EACHLAP 16 2 2 3 3 EXPOSED TO THE WEATHER Q ` � V PLUMBER TO CERTIFY THATEXISTINGEQUIPMENT W)LLNOTBE 1. ALL HEADERS ARE TO BEA MIN.OF(2)2x12 &DOUBLEJACKSTUDSARE CE/LING.OISTLAPSOVERPARMIONS(FACENAQ) 3-16D COMMON EACHLAP 18 2 2 3 4 BASEMENTSLABS AND INTERIOR SLABS ON GR4DE,EXCEPTc �'1 ' h �; OVERBURDENED BY THENEWADDIVON TO BEPROVIDEDATALL OPENINGS 5''0'OR MORE COLLAR 77E TO RAFTER(FACENAIL) MOCOMMON PER 77E 32 2 2 3 4 GAR4GEFLOOR SLABS. 1'500 1'500 2,500 `'V 2. ALL CORNERSARESOLID BLOCKING TO R4F7ER(T0E-N41L) 2-80 COMMON EACH END 36 2 3 4 4 Q v 16. CONTRACT SPECIFICATIONS SUPERSEDES ITEMS ON THIS BASEMENTWALLS,FOUNDATION WALLS,EXTERIOR WALLS AND d d �L,J �; RIM BOARD TO RAFTER(END•NNL) 2-16D COMMON EACHEND 2500 3,000 3,000 Cf) DRAWING WHEN CONCERNING INTERIOR AND 3. DOUBLEJOIST UNDERALL PARALLEL PARTITIONS WFCM TABLE 3.48 OTHER VERTICAL CONCRETE WORKEXPOSED TO THE WEATHER. EX7ER/ORF/NISHES,WINDOWS&DOORS. 4. PRO V/DEFIRE STOPPING AS PER NYS CODE NRI 1- RAMING PORCHES,CARPORTSLABSAND STEPSEXPOSEDTOTHE de de TOPPLATETOTOPPLATE(FACE-NAlL) 2-16D COMMON PERFOOT RIDGE TENSIONSTR4PCONNECTIONREQUIREMENTS WEATHER,AND GAR4GEFLOORSLABS. 2500 3000 3500 17. THEARCHITECTHASNOTBEENRETAINEDTOPERFORM 5. RAFTERHEELCUTSSHALLNOTEXCEED4' TOP PLA TES@ WERSEC77ONS(FACEARIL) 4-16D COMMON JOIST-EACHSIDE FA S TES T MIL E WIND SPEED(mph) Z FIELD SUPERI/1SlONDURING CONSTRUCTION. 6. WHEREJOINTSARENOTCHED TO HEADERS TO REDUCEBEAMDEPTH USE STUD TO S7T/D(FACE-NHL) 2-16D COMMON 24'OC 100 1 110 120 FOR Sl.•1 PSI=6.895 kPa U=CONNECTOR UPLIFTLCAD 6:1- a. � N METAL CONNECTORS HEADEROHFADER(FACENAIL 16DCOMMON rs•OCALONGEDGEs a.AT28DAYSPSU L=CONNECTORLA7FR4L LOAD 18. IFIN THE COURSE OF CONSTRUCTION,A CONDITIONEXISIS WHICH J ROOFPITCH ROOFSPAN UMBER OF8d COMMON NAILS INEACH V 'CYS O 807TOMOFTOPPLATFTOSI7IDENDWAIL) 2-16D COMMON D ASEE TABLERR30L2(1)INTHE NYS RESIDENTIALCODE BOOK FOR WEATHERINGPOTENTIAL (PERPENDICULAR TOTHE WALL) DISAGREESW/THATASINDICATEDONI7LESEPLANS, THE 7. J0/STCONNECTORSASPERDETAILS (0) END OFI-1/4"X20 GA GESTR4P w CONGREESW1 HAT STOPWORK&NOTIFYTHEARCHITECT. SHOULD BOTTOM PLATE TO FLOOR JOIST,BAND JOIST 2-16DCOMMON PER2X6S7UD c.CONCRETE IN THESE LOCATIONS THA TMA YBESUBJECTTOFREEZING AND THA WINGDURING CONS TRUC77ON S=CONNECTOR SHEAR LOAD cv rt Q ENDJOISTORBLOCKING(FACENAIL) 2-16D COMMON PERFOOT 6 SHALL BEA)R-ENTRAINEDCONCRETF/NACCORDANCEWITHFOOTNOTEd. (PARALLEL TO THE WALL) THECONTR4CTORFAILTOFOLLOW THISPROCEDURE&CONTINUE 1 2 2 d.CONCRE7FSHALLBEA/RENTRAINED. TOTALA/RCONTFNT(PERCENTBYVOLUMEOFCONCRETEJSHAL[NOT ]- , Q � Q TO WORK, THE CONTRACTORSHALL ASSUMEALILRESPONSIBILITY& ) LOOK FRAMING 6:12 20 2 2 2 BELESS THAN 5%OR MORE THAN 7%. 'TABULA TEDLENGTHREQUIREMENTS ` rQ1 LIABILITYARIS/NGTHEREFROM. NOTE.' JOLSTTos#4Top PLA TEORGnDR(TOEwm) 4-8000MMON PERJOIST 24 2 2 3 e.SEESECTIONRR402.2FOR MINIMUM CEMENTCON7ENT. ASSUMEAMEANROOFHEIGHTOF33' ' ('�' LQ THESEPLANS WEREPREPARED INDIRECTACCORDANCE WITH THEMETHODS BRIDGING TOJO/ST(TOE-NAIL) 2-80 COMMON EACHEND 28 2 2 3 1 FOR MEAN ROOF HEIGHTS OF 15' "OR LESS, SPECIFIEDINTHE2001WFCMWOOD FRAMECONSTRUCTIONMANUAL&SBC BLOCKINGTOJOIST(TOE-NAIL) 2.8DCOMMON 64CHEND 36 2 3 4 THE TABULA TED VALUES SHALL BE BLOCKING TO SILL OR TOP PLA TE 3-16DCOMMON EACHBLOCK PERMITIED TOBEMULTIPLIED BY0.80. �NC�Y NO HIGH WIND EDITION. WFCM TABLE 3.6A THEFOLLOWINGAREEXCERPTSOF HE2007RESIDENTIAL CODEOFNYS TABLER301.2(1) LEDGERBOARDTOBEAM(FACE-�YA/LJ 3-16D COMMON EACHJO/ST I. THESE PLANS ARE INS7RICTCONFORMANCE W/THE NEW YORK LIGHT, VENTILA TIONAND HEA TING INACCORDANCEW/SECTIONR303.1. JOIST TOLEDGER TOBEAM(TOE-NAIL) "DCOMMON PERJOIST ENERGY CONSERVA TION CODES DA TED JUL Y3,2002 BAND J045TToJasr(END-NAIL) 3.16DCOMMON PERJOIST R4FTER/CEILINGJOISTTOTOP FLA TELATERALAND SHEAR CLIMATIC ff GE06RAFHIOI)E516N GRITEKIA 2. THERMOS TATTEMPERA TURECONTROLS MAYNOTEXCEED 75°F WOOD STRUC7T/RALPANEL SWITH AMINIMUM 7HICKNESSOF7/16"ANDA BANDJO/STTOSILLORTOPPLATE(TOE-NAIL) 2-16D COMMON PERFOOT CONNECTION REQUIREMENTS-(TABLE 3.4A) TABLER301.2(1) FORHEATING&70"FFORCOOLING. PROVIDEEITHERSWITCH, MAXIMUM SPAN OR8'SHALLBEINSTALLEDFOR OPENING PROTECTIONia.w. KOOf 5t11NGLE5 110 MPH WIND SPEED CLOCK OR MANUAL CONTROL SETBACK. RR301.2.1-2 GROUND WIND SPEED SEISMIC SUBJECT TO DAMAGEFROM ICESHlELD ARCH17TCT Sf 41-: 20 YEAR TAB 11l1'ROOFING NAILS 6PER SHINGLEM/N. NUMBER OF COMMON SNOW LOAD (MPH) DESIGN WINTER FLOOD AIR 2_ 3. ALL LAVATORY&SHOKERFIX77JRESPROVIDEDW/ENERGY RAFTER/CLL JT. WALL ) . DESIGNTEMP UNDERLA NT HAZARD INDEX (TOENAILED)REQUIREDINEACHR4FIFR CATEGORY WEATHERING DEPTH TERMITE DECAY REQUIRED ATTACHMENTSSHALLBEPROVIDEDia.w. TABLERR301.2.1.2. KOOK SttEATt11NG SPACING(IN.J HEIGHT(FT) MODERATE SLIGHT TO La.w.sec CONSERVATION CONTROLS NOT TO EXCEED 3.0 GPM &/OR CCG.JT. TO TOP PLA TECONNEC77ON 45PSF 110 MPH C SEVERE 36" 11 N/A 599 4. INSULATION TO BEINSTALLED INA MANNER TO PROVIDE STRUCTURAL PANELS (SEEGRAPHICABOVE) TO HEAVY MODERATE 905.2.7.1 CONTINUITYOFINSULATION&VAPORBARRIERATSILLS, INIFRIDRZONE PANELSEDGES 6D COMMON s'EDGE12•FIELDM/N 16 8 3 NOTE- � \ .1, lig` rr' •�, t�'`'�,'��i; INTERMEDIA TFSUPPORTS 12D COMMON BASED ONAMERICAN DESIGN CRITER AREA LOCATED WHERE CORNER PLATES ETC. X12 55 W I N1�OW 5 IN16 3 R301.2.I.I DESIGN CRI IA. WIND SPEEDS EQUAL OR EXCEED 110 MPH. IA PERiMETERZONE PANELSEOGES COMMON s•oc FOREST&PAPER ASSOCIATION(AF&PA)2001 WOOD FRAMECONSTRUCTION MANUAL FOR ONE FAMIL)"DWELLINGS(WFCM). MOISTURE VAPOR RETARDER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULA TION/NAL1 FRAMED TERMEDIATESUPPORTS 12 110 COMMON R310.L1 MIN.OPENING AREA GABLE WALL EDGEZONE PANELSEDGES 6D COMMON 4•OC TABLE K3014 WALLS,FLOORS,ROOFAND CE/L/NGSCOMPR/S/NGELEMENTS , rMERMEDIATESUPADRTS 6V COMMON ALLOWABLEDEFLEC770NOFS7RUC7URALMEMBERS OF THE BUIL DING THERMAL EWELOPE ia.w.SEC TION R322 ALL EMERGENC Y ESCA PE&RESCUE OPENINGS SHALL MINIMUM UNIFOKM 1)15TRIPUTED DE516N LOAD5 ALLOWABLE HAVEAM/N/MUMNETCLEAROPEN/NGOF5.7SF CEILING 5t1EATHING STRUCTURAL MEMBER ' 1 5. CAULKIHC/WEATHERSTRIPPROVIDEDATALL WINDOWS, DEFLECTION - DOORS,SILLS,CRACKS,JOINTS, WALL PANELSAINDUTILITY EXCEPTION. GRADEFLOOR OPENINGS SHALL GAVEA GYPSUM WALLBOARD(SHEETROCK) I 5D COOLERS rEDGE/10-FIELD USE LIVELOAD DEADLOAD RAFTERSHAV/NGStOPESGREATFRTHA NA3PITCH ROOFRAFTEROR TRUSS CONNECTIONREQUIREMENTS SERVICEPROTECTORS,ETC. MIN.NET CLEAR OPENING OF5SF W ALL 51 EATH ING F-XTERIORBALCON/ES 60 PSF 10 PSF WITHNOFINISHED CE(LINGSATTA CHED TORAF7ERS 0180 WFCM 3.4 fASTESTMILEWIND SPEED 6. INFILTR4 TION AATESARENOT TO EXCEED 7HEFOLLOWING.• R310.1.2 MIN.OPEN/NG HEIGHT STRUCTURAL PANELS BDCOMMON 213 DECKS 40 PSF 10 PSF INTERIOR WALLS&PARTITIONS H1180 mph) 110 SHEtT If WINDOWS 0.3 CFM/SF. SLIDING GLASS DOORS 0.3 CFW/SF. HE MIN. OPENING HEIGHT SHALL BE24' GYPSUM WALLBOARD(SHEETROCKJ SDCOOCERS 7EDGE/10-RaD PASSENGER VEHICLEGARAGES 50 PSF AS PER PLAN FLOORS&PLASTERED CEILINGS !1.360 U' L' S SWINGING DOORS 1.0 CFM/SF. R310.1.3 MIN.OPEN/NG WIDTH ATTICS W/0 STORAGE(ROOFBELOW 3 PITCH) 10 PSF 10 PSF ALL OTHER STRUCTURAL MEMBERS L1240 AAF7ER/ ROOFSPAN FLOOR fIZAMING (5UPFL-00K) ATT(CSW/STOR4GE(ROOFBEL0W3PITCH) 20 PSF 10 PSF EXTERIORWALLSW1PLASTERORSTUCCOFINISH 1060 7. ALL GLAZING SHALL BE INSULATED WITH U-FACTOR NOT TO IXCEED 0.38. THE M/N.NET CLEAR OPENING WIDTH SHALL BE20" TRUSS SPACING1N. (FT) STRUCTURAL PANELS ROOMS OTT IER THAN SLEEPING ROOMS 40 PSF 10 PSF EXTERIOR WALLS--WIND LOADS a W/BR/T1 ZEFINISHES 040 8. ALL FOUNDATIONSPROVIDEDWITNR-10R1G1DlN,SULATIONMIN. R310.1.4 OPERATIONALCONSTRA/NTS 12 170 176 78R 4 YOR LESS BD COMMON 6'EDGE/12"fIELD SLEEPING ROOMS 30 PSF 10 PSF EXTERIOR WALLS--WIND LOADS a W/FLEXIBLEFINISHES L1120 1 2'-0"BELOWGRADE. EMERGENCYESCAPE&RESCUE OPENINGS SHALL BE OPERATIONAL 16 203 IRS • 9. U-FACTOR FOR"F-XTER)ORDOORS'SHALL NOTEXCEED 0.40. FROM HEINSIDE OF THEROOM W/O THE USEOFREYS OR TOOLS GREATER 17/i1N1' 10D COMMON 6'EDGE/6'FIELD STA40PSF fOPSF NOTEL=SPANLENGTH 20 236 OF f-MAX WALL HEOIT FOR 1101120 MPHZONE,EXPOSURES&SPACING B 18.00IS 14' GUARDRAILS&HANDRAILS 200 PSF 10 PSF H=SPAN HEIGHT 16. 24 269 10. THESE PLANS&SPECIFICATIONS HA VE BEEN PREPARED UNDER SEEPfANFORADOfTVN4LSPECIFiC4770NIFAPPLAWLE ROOFLOAD/NG(LAIE=GROUND SNOWLOAD a. THE WIND LOAD SHALL BEPERM/TTEDTOBETAKENAsa1 28 303 THE DIRECTIONOF THE UNDERSIGNED, TO THE BEST OF THE ADJUSTMENTSAS PER TABLER301.50F THE 45PSF 12PSFFORA171C TIMES THE COMPONENT&CLADDING LOADS FOR THE KNOWLEDGE,EXPERIENCE,INFORMATION&BELIFF, TO CONFORM WFCM TABLE 3.7 32 336 RES/DEN77AL CODE OFNEW YORKSTAIF 15PSFFOR CATHEDRAL PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN - 36 1 370 TO THE 2007 RESIDENTIAL CODE OFNEW YORK STA TE