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HomeMy WebLinkAbout30857-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31277 Date: 11/16/05 THIS CERTIFIES that the building ALTERATION Location of Property: 2370 DELMAR DR LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 127 Block 4 Lot 24 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 10, 2004 pursuant to which Building Permit No. 30857-Z dated DECEMBER 16, 2004 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 ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PATRICK J PINTO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2046668 11/03/05 PLUMBERS CERTIFICATION DATED 11/01/05 THOMAS AZZARA PLUMBING Authorized Signature Rev. 1/81 C40 ----� Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 4 2M 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: I. 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$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, 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 i Date. New Construction: Old or Pre-existing Building: (check one) � Location of Property: 7390 ���Mflt— 1'�� h fku2� t) � `�O 42/ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block (7 (JlDr -I Lot Subdivision Filed Map. Lot: Permit No - Date of Permit. a Il2-_0\4 Applicant: p , p Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ C=) `— G('9� pplican igna O rPrJrJ rJrPrJrl� cPNrJL3cfl 0O 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 J 5 SJ OCONNOR ELEC CONT. D. SCHWAMBORM 5 5 SO5 SHIPS N 971 RIVE2370 DELMAR DRIVE 5 SOUTHHOLD, NY 11948 5 Located at 2370 DELMAR DRIVE LAUREL, NY 11948 5 Application Number: 2046668 Certificate Number: 2046668 Section: Block: Lot: Building Permit: BDC: nsll 5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 55 Basement, First Floor,total renovation,Outside, D A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 3rd November,2005. 5 5 5 Name QTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide Sensor 3 0 Smoke �5 SAppliances and Accessories S 5 Dish Washer 1 0 1.2 KW 5 L5'J Cooking Deck 1 0 30 Amps 5 5,5 Oven 1 0 40 Amps 5 Furnace 1 0 Oil 5 5 Air Conditioner 1 0 30 Amps 5 Wiring and Devices 5 Outlet 51 0 Fixture 5 Fixture 49 0 Incandescent 5 5 Fixture 2 0 Flourescent Outlet 61 0 General Purpose 5 5 Receptacle 36 0 General Purpose 5 5 Switch 33 0 General Purpose 5 5 Dimmers 4 0 seal 5 Paddle Fan 2 0 Continued on Next Page I of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 0 0 O NNNNNNNNN NNN N O 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 SJ OCONNOR ELEC CONT. D. SCHWAMBORM 5 c55 1195 SHIPS DRIVE 2370 DELMAR DRIVE c5 SOUTHOLD, NY 11971 SOUTHHOLD, NY 11948 Located at 2370 DELMAR DRIVE LAUREL, NY 11948 5 Application Number: 2046668 Certificate Number: 2046668 5 e 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor,total renovation,Outside, e5 C55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 J herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the3rd Day of 5 November,2005. 5 Name OTY Rate Raft Circuit Type 5 Disconnect 1 0 60 amp Air Conditioner 5 Receptacle 7 0 GFCI 5 5 Service 5 r5� I Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb Meters: 1 5 5 5 5 5 5 5 5 5 5 sea, 5 5 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 L7 N 0 0 Thomas Azzara Plumbing&Heating 4225 Mill Lane Mattituck,NY 11952 298 9412 or 209 2423 Lic. #2941-P CERTIFICATION i.— November 1, 2005 Building Permit No. 30857Z Owner Jasdon&Donna Schwambom 2370 Delmar Drive,Laurel,New York 11948 Plumber Thomas Az zara Plumbing&Heating I certify that the solder used in the water supply system contains less than 2/10 of I%lead. Plumber's Signa REGINA R.GUEVARA NOTARY PUBLIC,STATE OF NEW YORK No.01 GU6089338 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES MARCH 24,2007 TlAal.� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30857 Z Date DECEMBER 16, 2004 Permission is hereby granted to: PINTO (SCHWAMBORN) 2370 DELMAR DR LAUREL,NY 11948 for ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2370 DELMAR DR LAUREL County Tax Map No. 473889 Section 127 Block 0004 Lot No. 024 pursuant to application dated DECEMBER 10, 2004 and approved by the Building Inspector to expire on JUNE 16, 2006 . Fee $ 469 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 lq%f �Ad souryO6 3a � s 7zQ TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST p< ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARWO, /UD ff c c ESS f 03j+� DATE INSPECTOR �, 3 ° � S7 ,Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL Y l FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O k e DATE �- �Os INSPECTOR ��' �O�y,OF SO" T�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING / STRAPPING X FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: O PA- DATE -DATE f I �S INSPECTOR /� A" OF SOUly�6 0 8 s jo 7 7- NMI TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /0 -DATE INSPECTOR ,3L, Ys7 z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION D(fe- ; [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: o � DATE INSPECTOR 3 o X57 z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1STROUGH PLBG. [ ] FOUNDATION 2ND x INSULATION FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �— o a- DATE ��� �� INSPECTOR /o/ ho�,�pf SOUTyo6 3 ° g � 7 7- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( } FIRE SAFETY INSPECTION REMARKS: . 61/ DATE 3 J3� OS INSPECTOR , sovr 3 ogs� Z� *® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS: . DATE °� ��S INSPECTOR r I i ay_�yTOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 2Z-7 G> VILLAGE DIST.1 SUBS` LOT,-,, 1' 4a U k4 ER ER " N E ACR: u .SSS S W TYPE OF BUILDING RES. 216 SEAS. VL / FARM COMM. CB. MICS. , Mkt, Value LAND IMP. TOTAL DATE REMARKS a �r * atsBf T eTKI �c7 0 /7 / �.� 6 2D D 4. J- e xit r` T61-or 4r Q� d60 9 7-yse,//C( .� 0 , as a, O Neilic. T d �I'/ 9C /�/�. v6 60Z tJt ¢� /t0 �n Lei + ooS7;4Tos Y- WF 19Y LT A ml gwr= L-4555 P-3�f3 36 Sjo 101q 9l �* AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH 9�/ House Plot BULKHEAD Total DOCK y ...■...........■■..■..■�.■..■ ..■..■■■.....■.■■■.■... ■.■.■ 1... ■.■.......■■.■ ■.■.■...■ ...■.■.......■..■■■..�_._.Isom . .�................... .... ...■.........■.!■■■....�■.... ■ _ u. �.__ _ . iia MIS ..■.!!!■!!!lv������■..■. ■■■■ MIN M PiiiiMIMME NONE 0 i®: M...M!■...■M...I■■!■.®0�.■..�M■ CIM..�t ENOMONE..I!■�idiu- IN ... MINE---+....I......1... .■. ...MM..URNM.M■.lEfA.■■e■M=H■. .......■..M...!■...M..■.■�.■.■ - MOMMOMEMMINS iiiiii■�iiii�i iiIMMEM iiiiii..■..■.■ �®Basement FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30857 Z Date DECEMBER 16, 2004 Permission is hereby granted to: PINTO (SCHWAMBORN) 2370 DELMAR DR LAUREL,NY 11948 for ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2370 DELMAR DR LAUREL County Tax Map No. 473889 Section 127 Block 0004 Lot No. 024 pursuant to application dated DECEMBER 10, 2004 and approved by the Building Inspector to expire on JUNE 16, 2006 . Fee $ 469 .20 1112 Authorized Signature COPY Rev. 5/8/02 A FIELD INSPECTION REPORT DATE COMMENTS ro cp FOUNDATION(1ST) - -- -- y -------------------------------------- FOUNDATION (2ND) - z i O YF- S /V o _ 3' O ROUGH FRAMING& tj j PLUMBING /vt X72 /o /U 3- n- Azt,4 o _ INSULATION PER N.Y. - b �y STATE ENERGY CODE _ �. _.. ._ 2 F FINAL p Gcpggi r ADDITIONAL COMMENTS 7i V' o zm m z z b °z t' x e� a d ro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HA*L Board of Health SOUTHOLD,NY 11971 �'4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �N Survey www. northfork.net/Southold/ PERMIT NO. .3oks 7A_, Check ,'n , OC` Septic Form N.Y.S.D.E.C. Trustees Examined Z 20 Contact: Approved 16,209. _ Mail to: Disapproved a/c Phone: Expiration___1Jlb ,20 Building Inspector APPLICATION FOR BUILDING PERMIT DEC I 0 [004 Date 20 INSTRUCTIONS a. Thi application MUST be eempfelely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,acaUFafe plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) "moi✓1rr,G2 ,E (Mailing address of applicant) Y�P�I-VU�c.X , -�:, t\ 1 \pt 4X an State whether applicis owner essee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises q::)C� SEtjp&:-p � Avs1 .J (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. O `{ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed workc—will be done: Q3`lC) 1cc10.2 a —��UVE ��ut.sz N � � 1�1 � House Number Street Hamlet County Tax Map No. 1000 Section I a Block O I Lot Subdivision Filed Map No. Lot (Name) 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 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee n (To be paid on filing this a plication) 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 Rear _Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase i V­0 Name of Former Owner� (- 11. 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-D� 13. Will lot be re-graded? YES'NO_tAWill excess fill be removed from premises? YES_NOX 14. Names of Owner of premises�PB�i-3 .]�^� Address 3lv Phone No. 4 U�1 Name of Architect Address Vu ­ka� Phone No Name of Contractor Address Phone No. )3 (4 - 4a 13 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO — • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) �^ SS: F COUNTY O11 O Nr +- S Uri�-3 ti "ti 6 0 J P-) being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the �N'W't� (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 tt _ day of C_ 20-PA —.. C- b Notary Public f A cant DIANE r."M POM,A&:State w� Ua;:Pe.in SV!A C,nr •rwc+K fad 14,? <Z� nr`:'nN4T'T' -Dv, WT OUL(i r Y I 0V Applicant/ v � Date. Owners Name:.. �r c. T Reviewed: Z Architect/ Date Cagineer: Submitted: ,z SCTM #: Oistrict: 1,000 Section: J a 131ock: �_ Lot: _ Project Subdivision Location: 3 70 Name: A r Single&separate Required y cer rjcadon: (Yes f No) Req, Rcq. Zoning Mvricl:__&� 11,0(size: Actual: (I.ol coverage Z+ropoccd Req. �^ Req• T Req. I [rrora Yard s Propo (Side Yard _— Proposed: 1 [Rear Yard Proposed•-on"e-f [ Project Description: . C»NC1ULR1 'I'S Permit . RF�O_t1iRE'D MR REVIEW NIk. ILO YMNumbe Suffolk County Health'Dept. ._ Naw York State. D.E- C. �— Town Trusbaes Town Zoning Board approval: Town Planting Board approval: Flood Mae Elevation??? Flood Zone: — . - f e 1- 0 41 ga.53 0 N m \ x231 a0 f o < R K O d--' W- z • ' c I--� 28.r �94 29 �i QN \ S7io23'`+° Lot 43 \ CON � m O OY _41 W SA V` W Z _ C l�1 L `00 rytL T� S NOTE+ I J '. •=MONUMENT f I R.SUBDI VISION MAP FILED IN THEOFFICE OFTHECLERKOFSOFF9LKCOUNrON ,J JUNE 22 /970445 FILE N0. 54 86.' mF 3.Slii-FOLk W. 7AX MAP L),57': ,ii L;7%?Z 8L01A.y)4 L07.Z _ ---- REVISIONS YOUNG & YOUNG 400 OSTRANDER AVENUE, RIVERHEAD, NEW YORK ALDEN W. YOUNG HOWARD W. Y PROFESSIONAL ENGINEER AND LAND SURVEYOR LAND 9URVEYOR, N.Y.S. LIC. NO,1284E N.Y.S. LIG. 1,iAtPFORIzw ALTERATION OR AOwiro� ' to THIS SURVEY Is A VIOLATION OT SURVEY FOR: r SECTION 7109 THE NEW YORK 5101EDIIGATION LAW.W. PATRICK J. PINTO a VICTOMA COPIES OF THB sUCVEY MAP NOT :EARN, L01 N0. 42 ," LAUREL CgtINTR' TNF LAMD U'PYI1 rB, w,.D sEAI OR y� EMBO+S.D SL . r-d OE CONSIDER*' ` ' 1,0 BE A VALID TRUL COPY, F GUARANTEi•. 16DL:AILD HEREON SNAR 0.UA „M ONLY TU WE PEMS D14 FOR WHOM Tot•WRX Is TREPAFED, P D.:J H`+dEHAti It 1NB • 7R�LLO�.i V •. Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoffiare Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\SCHWAMBOREN.rck PROJECT TITLE:ALTERATIONS COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family_ HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.16 ;,Of DATE: 12/07/04 3.`JClr DATE OF PLANS: 12/2004 M, PROJECT DESCRIPTION: SCHWAMBOREN RESIDENCE 3505 DELMAR DR LAUREL.NY 1 COMPLIANCE: Passes �� JFEt3 Maximum UA= 380 Your Home UA=376 1.1%Better Than Code(UA) Gross Glazing Area or Cavih, Cont. or Door Perimeter i3-Value R-Valuc U Eact,rc UA Ceiling 1: Flat Ceiling or Scissor Truss 1216 21.0 0.0 56 Skylight 1:Metal Frame:Double Pane with Low-E 32 0.380 12 Ceiling 2: Cathedral Ceiling(no attic) 698 30.0 0.0 24 Wall 1: Wood Frame. 16'o.c. 1794 15.0 0.0 113 Window 1: Wood Frame:Double Pane with Lay-E 30 0.320 10 Window 2: Wood Frame:Double Pane with Lav=E 175 0.350 61 Door 1: Glass 41 0.310 13 Door 2: Glass 41 0.340 14 Door 3: Solid 21 0.240 5 Door 4: Solid 14 0.350 5 Floor 1: All-Wood Joist/Truss:Ocer Unconditioned Space 1914 30.0 0.0 63 1ANCE STATEMENT: The proposed building represented in this document is consistent with the building -ifications,and other calculations submitted with this permit application. The proposed systems have been meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer �p � � 2J �. Date �— �� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 12/07/04 PROJECT TITLE: ALTERATIONS Bldg. I Dept. Use I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: i Windows: [ 1 I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?( ]Yes [ ]No Comments: [ ] I 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break? [ ]Yes[ ]No I Continents: I Skylights: [ ] I 1. Skylight 1:Metal Frame:Double Pane with Low-E,U-factor: 0.380 I For skylights without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break? [ ]Yes[ ]No I Comments: 1 I Doors: [ ] I 1. Door 1: Glass,U-factor: 0.310 Comments: t 1 1 2. Door 2: Glass,U-factor. 0.340 i Comments: [ ] I 3. Door 3: Solid,U-factor: 0.240 I Comments: [ ] 4. Door 4: Solid,U-factor:0.350 I Comments: I I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation I Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder. [ ] ( Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] ( Materials and equipment must be identified so that compliance can be determined. [ 1 I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. I Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at twat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code ojNew York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water beater has an integral heat trap or is part of a circulating system. ( ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes, insn atinn i�neec in Inches�Pine Ci�ec Heated Water Non 'rcntatinw Runouts circulating Mains and Runouts TemnemWm t Fl Uo to 1" 112 to 1-25' 1:5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation T kickness for HVAC Pipes. Fluid Temp. tn=latinn ickness in Inches b%'PwVC Sizes EiWag$ystem L= $anaLL 1 2"Runouts 1"and Lest 1.25"to 2" 2-5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water.Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 15 1.5 NOTES TO FIELD (Building Department Use Only) a x O W W N II p U_ c N C N m Z_ O Z Q� W ui Q�Q CL Q ~ K r r uvi O O F, ZZ slew _n" \ k W � O' Z DCT WINDOW - - - - j/� ,. 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DIA. rleac coulMNs R _ N N `:� -, w/ CAP + BAEF - p Ih TO BE IITSTATI NDER�FIxsTING - N r-L,. � rr� N 9 _0 In APFFLRAI O v _I CEIIINI, - - - an N m OVE}0' r 1 OVE302 I CV II BEDROOM DINING _ P vl GET I I ;n al�i,�IT 1 - Nr P.GGM - - 1 b DEN F U o �� (J z IX10 DI ° _ 2x10 BF#2 ('�y p 30410 2 1046-2 4/ a VI nr11 - P-1/^ wI rEnDER W 140-3( DOLE W/ 34+N-2 6ALW nPW EMTIE DOOR W/ - BAi WINDOW O SIOCIIGHTS d '_ r I � r- � COVERED t in I DIA HB,wc PORCH C iT'n UNLESS OTHERWISE NOTES (cy`W 9.DE,B,W�O• I _ FUP uolLIq,i w/ �1 USE 2 - 2X10 DE#2 FOR 3 ^xsnF� nFAOFR _ EXTERIOR OPENING HEADERS d?l 12.-,,,. � 12'-11 FLOOR PLA N���- �. � ,D 45,_4•, 5'_10^ 4'-6" 3,-6,. q, 7, 23' 1" 10,-6,. a 46,-8„ o 70'-0" _ w a 0 a x O W o W o N a At m E i1 0 Y U' ori m Z ❑ Z � U Q ❑ m ❑ O W z OW Ir III uI ul ul w K Q Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -HI- - - - IH - - - - - - - - II- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -` - - - - - - - - - Q W _j W lu uI w ul I a- W W III III III RIMMING O Q Z) DUTFINIF III III III III z [Q Lr) Q HIT — _ an uI — — — an 0 (D 1- QLf) ul ul ul p nl nl ul ul \ p 2 w Q O III NFw ',1011 IT', ul ul �. ) 11 ID RE uvsTal FED EXISTING F° III DRI ^HE NR Fa sloe III _III HE - - - an I 1 HE = - - an ROOF c III III III U umi HI III j III III FF � N III III III F a' III III ^es DF#-' Wm^DB a m III III WAII TD RE BIIIIT - - - 1'IT - - IIi- IIS- ll� TD RAFTERS I14TIAI13 - 1-31121E IM III III III III ANDER EXISTING F'IDGE Fy �lll III III 0 � K - a o u I I ul x w U III / III III O ct III - - III .V III III m Ilk — — Ilk dr- - SII � � IIS SII ,.'�% FrlcrWa I I I GHIMNEr II� III / II II FE - - � 'T, / III N� �iP� III X 2 � � 1 nFD'lo w1�'v I � I Mill T WRWE INE \ - - - -- WALT TD C1T)RCEBBUUILIL -� V T12 TU RAFTCRS I? 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Z Z IIILUI Anal IN PbuF FI r0 _ W - �- TE HAVE III I' AIP I PACE HrT&VIA 11 - INSUI TnH HEAT IN J�I�I- - Q U �I II II TIS-I S Tyr I'� ® ® - _ TISHI ATIM W Z r ,J ATHEFP-1 eEwr. e;o W W a �I ID I I i I L TAI cFILlnr R.F �— I 1_TZ- 1 - IZ Z Ex¢nNI wnIIIsI ro - o IT ,L ISI FSE Fi UR-R walls Ru J W J W HE IN' OLAF-IJ _ I_ � T __ ST Q -_ ` w � �-I f - S O - ZZ m O Q C 4 1� Q C� FEW PIT GPLATE-TFM I s r" suarwaR -oVF��l 1 ( 11 ill - Q U 1l1, i I i ,� )� 11, 111,1 1Ub l�lili 11111 1 _ _ om ro HF uasTnLLrT .'XB ord/ ELI SIF"oc � AFI r.l IoI EXISTING CONG. sI AH -- -_-= SO —_ _ O EIRTIPIb I� O FGUPIGATION Y mr H N N m a TI ,o....... - _ _ = SECTION -A— q - - _ _ _ _ '_ _ _ _ _ _ _ _ o ----LZ ori nix Z — — O N Z M RIFE VENT OI1LE 'ITI I- -11 I C�CrT-LE� L -G 1-] I. - IT J- I_I1I LI- / ENI 'IINQY - yH �r-- — - '- RGUF ..... ' ��� , - �1 - - VLII%� Mlo"OC L��-C - 3\ — PORCH 9OU'. „{ �I 1Hern iej /• ' zAII o - - II+' �� A5P 1r wAII ro Hr HuuT r_ ��I Ice HAIT ROOFING m To ROOF COLING dolsrvi TO E1F - .4 wArFP BARRIER ' �'tR OF/ i�"oc ANC NOREo IN Io HEADER � I �'� �,i' gIEATR -1 - ---�- - IPLLII FTIVIJ IN RODI' ART WALT "Y9TI I(PIcE HI-JAY HR tmPr"oC'. ..0 TO HAVE MIN 1' Ale i� TO LF hTFEO T I- IT�LLI_ ��� SLOPE'VJ"PFRFoo TCHTmRNN vmr ..nm ;PAFHEfWEFI"I �� 11 HETLIATOH w SHEATHING =/ OR REPIAC-FO PLUMBING SCHEMATIC rw= /'� FOISTING '\b RR FEL EN' LFTHNG IEI4'i A2 1XI, c ID16,uC A (x1 A Ts. /i- T - In->/u LVHFACR T➢ 3 oF7'� � rENISTwL OVPHFAOER HL PLIOFF 8I _ Fi 11�J ll ]_ 11 HLGca,Fn a"I PORGR s `rF F L ARE _ FIL fL-�I 1'- 1111 -�_I' - Io• TA. H`.G 4 O s TTA COLUMN TO HE CFCI Fi F 1T, fj FG COWMPI SUPPORTED HF- 2 - ]-1/9 ^XB ALO PT IFFG R W -0 IM I FORT W/ BOOR 101`4 -� BOLTED TO HUISF WE' w - 1/`" DIA. GAIV : Y 1-�i�ll�i - NOitU 0'/ O'F1'.HFfiS 0 _- OjV" oCC kll�1G I p , R�oA Q r .c AE y DE1,41 \Aca io o,• 4 AFrc' f-� �I C- E, m' V c DIA b�I r. PiFR IA EXISTING FOUNDATION . 07?°sir �v TOM SECTION 13 - 13 w E� a a 2 � J o W x c E U m m Z ❑ Z w 0 U 4 m WINDOW DOOR SCHEDULE EXPOSURECATAGORY: C 'WIND- BORNE DEBRIS PROTECTION _FOR WOOD STRUCTURAL PANEL - MEAN ROOF HEIGHT: 14'-2" FOR WALL OPENING PROTECTION OF120 MPH 3 SECOND WIND GUSTS LU ( MAXIMUM MEAN ROOF HEIGHT: 35) co Z O W EGRESS GLAZINGUNIT AREA MIN, D P MIN D P MANUFACTURE CATALOGUE NUMBER DESCRIPTION SF SF U-VALUE SF QTY ZONE4 ZONES ED of UNITDP NOTES } ANDERSEN 3096 DBL. HUNG 5.9 108 D35 15.0 1 35 50 USE DEIGN PRESSURE UPGRADE MODEL FOR CODE COMPLIANCE ?`\ Q z - - - _ --- - - - - - SHUTTER ASSEMBLY \ _j z � J ANDERSEN 30462 DBL HUNG 59 100 D.35 150 2 40 50 USE DESIGN-PRESSURE UPGRADE MODEL FOR CODE COMPLIANCE "'"--- "---'" """" N T.S. "C\ ¢ � W �' ANDERSEN 3496 DHL.HUNG 6.7 121 0.35 166 1 40 50 USE DESIGN-PkESSURE UPGRADE MODEL FOR CODE COMPLIANCE FOR PANEL SPANS: \\�` \ O O = _ _- - - - -- --- - -- -- - - - - 0 < 4'0 WIDE SPAN z pccp o J ANDERSEN 3446-2 DBL HUNG 6.7 121 035 166 1 35 50 USE DESIGN PRESSURE UPGRADE MODEL FOP.CODE COMPLIANCE O G 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1- Q m ANDERSEN 2432 DDL HUNG 31 54 035 85 1 45 50 USE DESIGN-PRESSURE UPGRADE MODEL FOR CODE COMPLIANCE (OVERLAP AROUND OPENINGS 4") ANDERSEN 2046 DBL HUNG 3.9 68 0.35 10.2 2 40 50 USE DESIGNPRESSUREUPGRADE MODEL FOR CODE COMPLIANCE ASSEMBLY: Q 0 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wj iA 45-5646-28: BAY WINDOW #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL m ANDERSEN 2096 DBL HUNG 39 68 035 102 (1) 40 50 USE DFSTGN-PRESSURE UPGRADE MODEL FOR CODE COMMLANCE WOOD SCREW (a 16 O.G. ❑ DHP5646 PIEI WDW. 21.4 26.6 35 50 - ---- - — ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ANDERSEN P6050 PTCI WDW 25.7 0.32 30.0 1 30 70 r _ _ _ - _ --- - - - -- #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) ANDERSEN CN14-3 CSMT WDW 32 4.8 0.35 68 1 35 70 MACFIIFIE BOLT @ 12" O.C. \ F w s \+ F N F r M \ \ x ANDERSEN FWH60611AP/PA DBL DR 343 22.9 034 408 1 35 40 Q ANDERSEN P56 SLDG, DR 15.6 32.4 D.31 41.2 USE DESIGN PRESSURE UPGRADE MODEL FOR CODE COMPLIANCE Q O — — o y 1/D-3/0-1/0X6/8 ENTRY' THERMATRU 5289 SGL DR 2010 20.0 0.24 210 (1) 35 65 S100SL SIDELIGHT 035 68 45 I=- Zir m Q N UNIT AREA MIN.D.P. MIN.0" MIN.D P I I \T MANUFACTURE CATALOGUE NUMBER DESCRIPTION U-VAWE QryZONE1 XNE2 ZONE UNIFDP NOTES S.F � MULTIPLE SECTION ASSEMBLY: VELUx QvOIO2 - SKYLIGHT 038- 65 - 2 25 - 50 - I , T\ 1/4 THICK BOLTS @ 2' OC VELUX QVE306 SKYLIGHT 038 96 2 25 SD II 1 \\ Iii,-' NOTE: III r- REVIEW WINDOW SCHEDULE NOT TO BE USED FOR ESIIMATwG OR ORDERING. SHUTTER ASSEMBLY II II Z REVIEW LOOR PLAN AND ELEVATIONS FOR PROPER QUANTITY / TYPE - -- N T.S. �\ III L. III I, W U ALTERNATIVE FOR OPENING PROTECTION FOR PANEL SPANS: 4' OR WIDER SPAN TABLE 1609.1.4 WII:GB ORPIE DEBRIS PROTECTION FASTENING 23/32" APA SPAN-RATED 4-8/24 SHEATHING GRADE PLYWOOD 94 SCHEDULE FOR WOOD STRUCTURAL PANELS (OVERLAP AROUND OPENINGS A") �� II II A O k. rnsmlFR sCHES) PACINI (NI \ FASTNER PANELSPAN 2FEOF PANEL 4FEET<PANEL 6FELT<PANEL 2x4 STRONG-BACKS @ 24" OC \ _ ,+ O W TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<B FEET 2-112•#6 ASSEMBLY: WOODSCREWs 46 16 12 s i). PREASSEMBLE PLYWOOD TO ?x4'S. // 10 (w/ WASHERS) GALVIFRED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. �.�_ I'i CPQ• O 2-11248 16 i6 16 12 2). ATTACHING STRUCTURAL PANEI": FASTEN TO BUILDING w/ WOOD SCREWS #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL x WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM WOOD SCREW @ 16" O.C. PANEL SPAN OF B FEET SHAH- 6E PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1 4) MACI-LINE BOLT 12" O.C. ` 1� .\ i' 0 O W a O WIND LOAD PATIO CONNECTION AND CONSTRUCTION DETAIL DRAWINGS o C, W USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ,�'.� rB = KING STUDS AE/ C SO / SO (� Z vQi DA£ W ENOWALL R CRIPPLESTUD xAFEWALLSTUD UOW BOTTOM PLATE SO HEADER RIDGE LEDGER BATHTUB Z� O DOUBLE JOIST _�\VA / ULIJ IN CO OOf ALLLORNERS LACK STUDS � i/ / \ \\ \ O Lu FLODR GSPNUMBDESCRIPTON APPLICATION Z Z IBIDXS ANCHORTp FOUNDATIONVW ANCHOR BOLAS N CONNECT T0151DE OF PJLCORNERS UN -OCM1TION USP NUMDCR DESCRIPTION APPLICApON LOCM1TION USP NUMDC-R DESCRIPTION APPLICATION RATA/SPq TUBS TO HAVE gDOUBLE FLOOR.IOIsi6 UNDER FOR ADDED SUPPORT _ LL _ IiAFTF.R 512E USP NUMBER DESCRIPTION APPLICATION Q co ❑ 2ND ID%5 HOLD DOWN GOTH DOT.PLATE OF2NDFLOOR AND TOP _ _- ___ � —� - - _ _ __ SUPPORT EACH WALL RUNNING PARALLEL WITH THF_FLOOR � W ANCHOR PLATESSTOEAH HERMTHROADEDR ALLOPENINGS DOOR t-/SDDWNANCHRAP APPLY TO EACH CRIPPLES HOOF LSl A2A 1-1I4"#h"20ya-sTNAP APPLYOVERRIDGETO EACHRAIRER 2vo-tx9 L526 16ya SLOPE HANGER APPLVTOEACII RAFTERSLEDGER JOIST DIRECTIrTLYUNDER N(2 J GISTS. EL DER WAIL N TFIE FLOORS TO EgCH OTHER WITHREADEO ftOO ALL OPENINGS RT3 DR RT) TVDOWNANCHOR APPLY TO EACH CRIPPLC-STUD 4%ID L5210 19ga SLOPE HANGER APPLY TO EFlCH RNFTERI LEDGER FOR IOIST NOT DIRECTLY UNDC-012 'CCI EL WALLS,PRUVIDF. Lu [if IL z BLOCKING 012 'CC Q WALLSTUD J z --I Tr ROUGHROOFEXHAUST NW I NI I VEN rs SELECTED AND Q w W LL METAL STRAPLIU / IOCATED BY CONTRACT OR \ O Q /D/ CRICKET ATTOP-SIDE OF \\ Z < RIM BOARD CHIMNEY VENTILATION CHANNIS \ LD m LO J ' RAFTER� �` AS REQUIRED A � ��� X,/ � O GI LLPLATECO / /WALL El EATHING ( / RAFTERS / MAINTAIN ('/J - / ��_ VENTIIATION WOOD JOEL - 610EWALL FLASHING / \\ \ FOUNDATION Fj --� / ; TDP PLAre%/El _ 1.4BLOCKINGEDGO 2 fINBANRIERTOLAPFLA HING //. : �1(�I^ -tx4 LEDGER BLOCKING STAPPI ALL BEATTACHEDPEKING STUDSUDS / I r AT WALL TOLINTAIN ANG .� �„ \ '\ 2h SOFFITTEST ANDALLPLWIN00W/OO__OROPERIPTJACK BTUDS `` BETWEEN MALL FINISH AND JAI\ \\V�YIII ATTIC MUMNEBEPROVIDED WIT HA I� FASCIA ryr1l - - I BETWEEN DAVOI SOA N G MINIMUM NGT N EE VE HEREIN FACE - - \ Iq FLOOR JOIST OGPTII USP NUMBER DESCRIPTION APPLICATION � WALL STLD -- I CURER INSTALL 4'U"OC % ROOFING TD AVOID SOAKING NOT SPACE VANtI1G0 OF THE AR EA OF Wppp GIRDER O THE SPACE VENTILATED ALL OPENINGS h"-B" L6TA24 1-1)W 0209, STRAP AND JACK STU05 \ / ' SHALL BE COhGREp WITH CORROSION- -CON HN SCREENED VENT / \ ON ALL OPENINGS \ \ % /.\ PROVIDE HEMMED EDGE AT RESIGTANTMETAL MESH I I -CONT IN SOF FIT I EXT PLYWOOD INSTALL 4'0"0C \ FLASHING TO FORM CHANNELIOCATIOA USPNUMOES DESCRIPII ON APPLICATION OPENINGS OF'L INCH IN DIMENSION \� AND SO AS TO MAINTAIN AIR _ _ _ __ SOFFITED EAVE Y � B"-11" LSTA30 1414'x30"1891 STRAP ANOJAOK6TUD6 `� / CONNECT TO ONALLOPENINGG �� GAP TO PREVENT CAPILLARY 4"-6"RAFTER PHIL 10-314"%IRya IYDOWN ANCA AOR (J W? / ACTION F.gCIi RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED ANp IN FALL 4'0"OC /�T'� \ - -- - - -- m 14. 16, LSTAd6 1-I WxJ6 III, STRAP ANO JACK STUDS \ \' � \`' W-12"WAFTER RT20 21-1/G"X Goa HYDOWN ANC JOB CONNECT iO ROOF VENTILATION / OVER BEARING WALLS ANDHEgDERS F N T ON aLOPENwps ',%fir,!. \/ KEEP ROOFING NAILS OUT --- EACH RAFTER SOFFITED EAVE DETAIL pWj N 2ND_PLOORWALL \� \ OF FLASHING \ x \ \ HOOFING LAPS SASE f ��\ X FLASHING 4 INCHES `A Q \ \ RAFTER BASE TLASHI NG WRAP9 CORNERS, -� - T �� HIDGECAP OF 6MIE A\ W \ EXTENDS UNDC-R SHINGLES ATIt sIOEShINCIIF.ER SHINGLES /.�' MATERIAL AS ROOFING \ / 1 ND PIS \ \ GRIDDLES AT BASE MIN A INCHES �Yi� j � THROUGH SHEATHING �� j� \\ O �\ / \�a THRODGH VENT BID WOOD JOIST FJ �/ \' m W m �— — TOP PLATE w / � < \ \�•� F 2 W SIDE WALL PLASS- IMGs ,i / RD R/H DER o \\� o _ ISTFLOORWALL STAPPIIVGTOBE ATTACHED TO WALL STUDS rL7i45"CC \ WOOU.IOISI -- Z M ANDA LL WINOOWIDOOR OPENING JACK STUDS YIETAL PLA51 IND AT ALL SAVES SIOEWALLS WgLL GTDD FLOOR JOIST DEPTH[jPNTUl DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED FOODS EO RAFTERS' \� INSTALL 4'U"O C AS TO PORINS DRAINAGE GRANNIE AND Lill, 1"-0" 1-14x351Ga STRAP ANDJACKSNOS PREVENT CAPILLARY ACTION _ _ _ PRE MANUFACTURED-- - RAfTFRIPI ATF RTIC TVUO4VN ANCHOR �TC-RTN. U PLATO VER RIDGE TO FOL/S FROM PEAK AIR PASSAGE ALLOW FRE THE PROPER STEEL EMEHTO DE SUPPORTED WITHI 9 ^ _ APPLICATION KEEP SHEATHING MIN 14/["ON ALL OPENINGS GOT,ACT IDGESENTALL JOISTS CONNECTED TD A FLUSH HNGTJAC4'U"O C CONNECTOR. 0"-1G" G 1-118%10'1G, STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APRUX 112"HIGN2R THAN LVL HEADERS CONNECT OVER OF ROOF ON ALL OPENINGS PLATENJALL sPTHF STUD PLATO ANCHOR _ TO ALLOW FOR SHRINKAGE S REDUCE BUMP OUTS PLATES 4O @ACF STUD DBLSLLPLATE TERMITE 6HIELO 11­_MBCFLOOR 611 L GIi I, - -WOOD"ISIS Oil NGOI FNE TMP WILL CONY FOUNDATION 1/ / GRANULARL ILL _ / / A 1 °, / \� 1 RDOFJACK - >\ n STEEL bEp IETHEL ISELI DAMPPPCOFEXTERIOR /� ( "IS GASKET / r EG`V OOWINOODS WOOD PLATE SMAC POLY ON EXTERIOR / COMPACT FILL - /� A A -` _ Ox Ili' STEEL M WITH W STEEL COLUMN ^��� DA E LTS a 4D" oc STAG. EA— 1 cpuc sLne IIfA\" W ' �, LL-11/ E U a" x E^ p L ROOFINGLAPS T \ POP AND BOTTO-II PLATE KEYWAY FOOTING d ° lG° fLAGH INC AT I ` ) WISH /2"r 6" ANCHOR BOLT r-/ �'e CONC.ETC — USE WITH 1x1 SQUARE WASHERS SIDES AND TOP l z — _ ANCHOR BOLT CONNECTION (USP LBPS58 OR GP.EBn) \ ���\�/\a,\ 1/.' GROUT SLY O - REINFORCING BAR 3 STEEL COLOYN DRAIN TALC — p' -.. ANCHOR BOLT CONNECTION FOUNOFlTION 3l MAXI UM SPACING _ O _SUPPORTING MAXIMUM SVACING FLASHING AAPS TIG KIPBI ¢ SILL PLATE TO FOUNDATION ROOFING AT BOTTOM ------ O _SCRAWL SPACE OR FOUNDATION ISIDORE 72"OC Fa $ILL PI Orr-ro FDUNOgnDN TYPICAL BEAM DETAIL ` TYPICAL CONC FOUNDATION APPLYPIIASTER6 YSTORIES 3F.. .rELF WIiERE NEEDED FOR STRUCTURAL BRACING MIN,i'6TEEL LOW MN ANCHORED 4'021'x21"x12"GONG FTG ICRAWLSPACE UR FOUNDATIONS STEEL / BOTTOM BEARING }) WALL GOTTOIAPLATE TO FDUNDATION -]STORI65 Sii"OC �fJ sLnB.ON-GRADE ROOF JACKS A VENTS DETAIL I,y GONG SLAB /^ ----FUND LLOU �1 %/ / E -DOORFRAME CO WJJId IRy COMPACT FII GARAGDOOR JOIST FW y OR BL FOR OCKOUT STEEL BEAM d' ELAEV i PT PLATE / I �, W/ 6XQ6 WENT m OPE pLDR!VEWAY-� N CH IO ST qNp OJU Tr1EIGHT 'AIR SPACE ° g AT END AND �/ l°I/2% SWI gNAIL`1NG PLATASFy,N� pCp _ ,SIDES OF WOOD ,' ;TOBE. LiO gv��RH .H[Rt IAM GRADE I�e- ��I.Rlll II �� GEnms - °, ' EI ' jGE /1 ° e i % PROVI©E g9 ANG TO KEE 10^) SANJGNED6X6WNIM HU ° ( q9 \MIN -. NOTCH BEAM FOR MUOSILL IF kEOUIR@D-MAXIMUM �I ° --9UBFLDOR e GAR - 4 j NOTCH EQUALS'1/I OFTEN OF BEAM __�� NeNFUftcING BAR _ IST DRAINTBE � 12' � _ SHEET METAL/3DY FELT UNDER BEAMS AT POINT I °L1 n e° ' 1� \� C; I\ 4Y OF CONTACT WITH CONCRETE OR GONG BLOCK O1T1- - -T� ° ice 111= _'. '-sSTEEL DGAMTom #,yI�3' - TYPICALCONCMONOLITHICFOUNDATIONREINFORCEWITH HLI11REINFDRCINGDARs THILKEN SLABS BENEATH BEARING WALLS AND COLUMNS °� '. \\ SHIMS TO LEVEL BEAM ..` (PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)S4 REINFORCING BARS ' 3'MINIMUM BEARING SURFACE FOR WIOOp BEAM GARAGE DDDR BLOCKOLIT \L•/)`.•'-`�.., ,A np BEAM POCKET u +O NO luQ a 2 Q SIG WIND LOAD BATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS CAw 115E TIDE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RES15TANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. N 11 p _U Jet, KING STUDS H. At 0 ap BE = rap BE 4-DIA MAXIMUM /.- �` \ _ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA CRIPPLC-STUD d _ Q - RARER 6 U Q GIi0UN0 WIND SEISMIC FR0.5i WINTER ILESkIIELO "�� LEDGER � 7 �p' -� \V � SNOW SPEED DESIGN WEATHERING LINE TERNITE DELAY DESIGN UNDERLAYMENT HAZARDS HEADER \\ \ LOAD (MPH] CATEGORY DEPTH TEMP. REQUIRED 131DGE _^ / - \ MODEAW sLIGHi Ta n4 / i Anil t20 B SEVERE 3FT 11 rp_J - ° ` iO XEAVY MODERATE // SII\\\\7I�V^1',�-1�I1jJ W \ \I \Vl' z / \ IinFrER __ _ _. (J JAGKSTUDs v �c — - v A� Z Z p W RAF]ER-TO-LEDGER / HEADER-TO-POST/ST coNNEcnoN --DECK AND COVERED PORCH NOTES. Q !A O V LEDGER TO BE CONNECTED ro SLOG USING 112 ooLrs(orG rMEN WASHERS _____ _--.. ___ ----- RIDGE-TO-RAFTER CONNECTION anFTERsrze LISP NUMRF2" DNeamnaN - AT'PULAID LDegnoN LISP NuNOER URN A"I1CATION I Unlcas utheR.Iae nmea all Eammg m9etlal W he 111 ACO ae.�a,e Beale lumber AdAbener.bangem antl anarara to 6e gammlzea ar aulrneaa steel Lu V Z STAIR RAILING LOCATION USPNUMBER DESCRIPTION APPLICATION - Zafi2x0 L825 1Bya SLOPEHANGER AmPLY TO E ACO RAFT6VIL ffD ALLOPENING6 LGTA12 I-1/1"z1T'2pya STRAP APPLY TOEACHJACI(sTUD W � Q RUOF LSTP24 iilA" A'200a.STRAP MPLY OVER RIDGETO EACH RAFT ER 2X10_ L5210 10ya SLOPE II ANGER APPLY TO EACH RATHER ALL OPENINGS Rl30R RT] TYDOWN ANCHOR APPLV TD EACH CRIPPLE STUD 2),GlrJms Hr duhµsle to be helped or anchoatl to ELOO post or pvvnlM1 washers Intl Auk e J - - _ -- Palmers on cnnrrem here shall he oncnormwlh propel Ned cMRecicrs 0aehnral _J C W -II'E"SPACE Inloconcrebv/Ilhamlr eumllTtllaxl"loeganaborbolLwlbtwaale5 e,druls W J MINIMUM d] Posta xuppurling 9udvrs shah be anshemdmaminlmum l3"x12"x12'IM1Ic6mncmle I W frelmpU-spillmdmlp_'dIrY7IongvacfiesepuNwashersandvels Folifird all pow III( 6e 31L help,grade z m ED Q - RAFTER -0 O J rvarvnanne -`/\ - 'j nl Dee]gaNla la ha�emaunne al p'p ae. � PURER— --El / '/� 6.FIasM1ln M1all he�nslallvtl bcLween Lhs hulltlln Mdlotlger He J ) pa g Ppm. will ehealhls Q (h antl ave,We IetlOe,Ledgerbbe laaleped to hulldinp wl0r 1Q"tllo hol6 whh washers U and nuN U11fi"oc O = POST TOP PLATES / /^ 6 Cunerele piers span beeminlmum 6'bbwopretle forgptle,sllpporl Q U�/1 TOP PLATE \ \ 7) ATJmsle to beApeoped vmh hanyers anilanflww Do,1,her.sholl also beambaretl yA BALUSTERS � � V� // T e loglrtler(e RIM/DECK JOIE //�I m WALL6N0— ` WALT BTUO /F�J - � ' 0 Covered l3oofsshall hcasseni6latl antl anlmretl Ne sanemann ealypl�l bulltllnp p OPEN BALUSTER STTAGHEC TO WALL l\ e HANDRAIL CONNECTION RAFTER TO PLATESTIJ CONNECTION /' in RAFTER TO PLATE/STl1D CONNECTION LOCATIONusPNUMBN DEGLRIPHCN --APaucgnaN U on ALLHANDRAUSEHALLBE CONTINUOUS THE FULL LENGTH LOCATION USPNUMBER DESCRIPTION APPLICATION CONNECT SACH m OFTHESTAIRs HANDGRIP PORTION OFALL HANDRAILS - y - aAFrEaIPLArF anE TvoowN ANCMDa I RAFTERTOPLATE POST-TO-DECK CONNECTION NAILING ROOF G REDUCE 7 q SHALL NOT BELESS THAN I4IA'NOR MORE THAN T'IN 4^-6"RAFTER RTIU tl}31Oxi0aTYDON/N ANCHOR CONNECT TO F N N EACH RAFTER CONNECT OVER UBE MIA (2Ii12"DIA GALV BOISE WITH WASHERS AND NUTS f- EROSSSECTIONALDIMENSION,CATTLE SHAPE SH ALL ___ PLATE/WALL SPTIb STLIp PI ATF ANCHOR PLATES TO EACH STUDSHEAT PROVIDEANEOUIVALFNTr,RIPPING5uRFACE B"-IZ RAFTER ALT20 21-II6'v2pga ttOOWNANCHOR CONNECTTO 1- EACH CARTER JOINT DE6CFIPTION NAIL NAIL NOIEB Us - \ .<"\ / � SI RUCNRAL P0.NFL Stl nSWELMnBLE 30 a 4-MAX o a 4-CIA MAXIMUMV c1nDEwHEAGN Q "v �A A % Q O %� � BIRDER/HEADER ROOF FRAMING: Ior Fw__ JOINT DESCRIPTION NAIL NOTESimDTY sNAIL PALNc Z or JOl6i �`J\ POST/COLUMN— ^/ VOL NAIL O N RAFT ER TO LF WALL 3Ad COMMON EA Oil PLATE 10'WALLI-Ed COMMON RFFTER \ \ PC Q CEILINV'JOIGI L'WALL 3-0tl COMMON EACH Z' IO IDP PLATE LO'WPlL 4-1MCOMMON JOIST TOE-NAIL M CEILING JOIST TO ASPERIABic3] EACH FACE GIRDERMEADEF - / \ PARALLEL RAFTER WFCM-SDC LAP NAIL CEILING JOIST LAPS AS PER TABLE 37 FACT 1 FACE POST-TO-GI RDER/HEADER CONNECTION OVER PAR MION Wr-CM-SDC LAP NAIL LOLLARTIE AS PER TABLE 34 EACH FACE OCATION USP NUBEER DESCRIPTION MPLICATIUN TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER nxg soudc6LUMN PBs4aIPBSPA4 n<cil4 POST CAP ANcIibh APPLv rn EacH coLIIMN ¢L FAC EACH TIME DECK/P�R�.]-I R./ilLll�l�i 6x"i SOLID LOW MN P9666I PBSE6fi/1(G66 POST L4�ANCHOR APPLYTO EACH COLUMN _ II COMMON LocgIN USPNUMBER DESCRIPTION APPLICATION _ _ POST-TO-GIRDER/HEADERCONNECTION RATER END NAIL - — _ --� HOLE OW COI UMN SIMPSON STRRll2 I C ANCHOR APPLYTO EACH COL'UNN USE MIN (7)112 BOLTS WITH WASHERS ANDIVUTS TO11CR 2-'Ed COMMON ENO NAIL OIr'T TO GIRDERIHEADER RTIp TVOOWN ANCHOR LONNGLT TO EACH JOIST K\ �� % \/ WALL FRAMING: LINDISTURBED SOIL GIRDE / IGNTDESCRIPTION NnIL NAIL NOTES h Orr sVncING IAY PLASTIC BASE DIRECTLY ON TOP PLATE TO L-1dd;OMMON PEH z -FAL:\NNE W UNDISTURBED SOIL(ORGANICS REMOVED A TOP PLATE SCOT LEVEL BASE �� TOP PLATLSAT JOINTS FACE / II WOOD JOIST O'/ �` FIT CONSTEDCTIGH TUBE AND PLUM¢ 4-1Sd COMMON �� ; \ \\ BRACF TUBE INTEREFOLKN6 _ 5A 61OE NAIL V TUDT FILL ASPER MANUFACTURES INSTRUCTIONS SA" FACE U4 STUD 2-I6tl COMMON 2 DC NAIL LEDGE tJ ,L, \` - CONCRETE PIE --- ^ / V \1\� GIRDERIHFADER 1 HEADER TO 16'OC FACE \ I6tl COMMON 4..1 WOOD JOIST \ � IT PI =I�ItiE HEADER ALONG EDGES_ NAIL WOOD JOIST -, -III-III-III=III-III=III=, !-1 TOP OR BOTTOM 2-i to COMMON PER 1PI SND END PLATE TO STUD 3-HED COMMON PER sseSTUD NAIL BOTI OM PLATE TO _ Q FLUSH JOISTS WITH HEADER/GIRDER 1=LDofi Jo151.BANDJDIS loc!COLIMON rani FACENAIL - ENU.IOIST OR BLOCKING Ej CEILING JOIST TO BLDG. CONNECTION ALL,]OIS ITS CONNECTED TO A FLUSH HEAIERTOBE SUPPORTED WITH HEADERGIRDER-TO-POST CONNECTION ---- W IIIE PROPER STEEL CONNECTOR DISTURBED / POOR SOIL LEDGER TO BE CONNECTED TO BLDG USING 112-DIA BOLTS GI6"OC WITH WASHERS LOCATION USPNUMBER DESCRIPTION APPLICATION HEIF ABLE,sETFIRJOISTS APROY tIq"HIGHER THAN LVLNEADERS LAY A-6'LAYEROFCRUSHEO STONE OR (pIBEMAB PAU MI OR WE/.A POST/BEAMANCIiOR APPLYTO EACH PIER TO ALLOW FOR SHRINIUGG GRAVEL {.0 LEVEL AND COMPACT BY HMOP PAU660R'NEF6 POST/BEAM ANCHOR APPLY TD EACIi PIER t.., ' LAY PLASTIC BASE ON COMPACTED TRAVEL DECK FRAMING: O LE14H RASE FLASHING TUCKED UNDER / FII CONSTRUCTION TUBE AND PLUMB JOINT DESCRIPTION NAIL NAIL N01G6 Ln TOP PIECE OF SIDINGAND �` ///// BRACETUBE a, SPACING W LAPPED OVERFINSTCONTIN \\ /fFILL ASPER MANUFACTURES'INSTRUCTIONS XCIETTO d-ed COMMON PER TOE OF SIDING 9ELOW ` SILL, TOP PLATE OR GIRDER RNO NAIL PIECE �� .� BRIDGING EAG41 TOE IS DIA.LAG BOLTS Wr WASHFRs `\ �- \\ = =III= = 1=_-1= -III=�= ].-htl COMMON _ _ _ _ _ _ TO JOIST _ENO NAIL _ _ _ _ _ //\, _ _ / WBLOOCKING D JOIST \ S fl BLOCKING Od COMMON EACH IDE �I \ POTO ST END NAIL �l+_J III\PBIGFOOT s1"sTErvIS FooTIPIG FOR1'I LEOG NESTRIPTE - 116tl C0 ON 71( AE cONNECTBOTD Buis Lm I6^Gc �� \V -IlHIIg IHmI� 1=III-IIHII=IIP,11 IN DOR 6 AM TO b=1fi MMON CONIC PIER FOOTING lILL TO E rLODR Fru1M1Nc \ r hJOISTs Iz^n z'xiz" JOIST ON LEDGER PER LOG, IN ACCORDANCE WITH SECTION 10411 OF N Y B RESIDENTIAL CODE IT 115 DESIGNI 30tl LOM1A0A \ CONCEPTS FOOTING �� /- TO REAM JOIST NAIL WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS_ /�\ BAND JOIST PER 'EN BLDCKINGFOR j" JOIST HANGER �1Q�'1V(�I \ IYT(�� AT LEAST THE FELL IV ENT IN DURABILITY AND EFFECTIVENESS OF THAT 3-I6 COMMON 9 +.V \V PRESCRIBED IN THC-LDDC- IOJOIST IST NAIL LAG¢OLTS pI` / BgNO JOIST TO IIIE DIVISION OF COD EDGE GOEBERT AND ADMINISTRATIONS FINDS THIS PRODUCT �L"^ 2-1fi11 MMON TOENAIL RIM JOIST I BUT ACCEPTABLE FOR USE INNYS BASED UPON ICBG EVALUATION SERVILE REPOR4 DECK POST FTG CONNECTION SILL ORTOP PLATE ,FO T � ' SPLICED JOISTS OVER HEADERIGIRDER HIS ENDO nolo S U BJECT TO THE CONDITIONS THEREIN. PF40VIDE 131 OCKII NO BETWEEN JOISTS THAT ARE SPICED AND LOCATION USPNUMBER DESCRIPTION APPY ICATIGN USE WITH RT10 TYDOWN ANLI10R5 4X4 POST PAUA4 DR WE94 POSTI BEAM ANCHOR APPEY TO EACH FOOTING LL DECKIPORGFI LEDGER CONNECTION 6X6 PDsr PAl]6F DR wE6F NDSTr BegdA ANCHOR APPLY 4o Encry FDOnrvG p Lu ED ED Z Z � J O W -j av ii rel U _ NAILING SCHEDULEin PLA_N_GONTENTS: WIND FRAMING NOTES ROOF FRAMING_ OCCUPANCY CLASSIFICATION Rs RESIDE"TIAL GENERAL ERJL I p I oTE6 - RE51pENTIAL DWELLING W m m Yny� P/s\ L I\\I t).RIDGE-TO-RARER ASSEMBLV NAIL IJAIL NOTES El LDING USE z Go W 1-114"x 2p gauge sVap shall be attached to each pan of ravers in accordance to table 3 4 JOINT DESCRIPTION OTy SPACING EWLDING HEIGHT_ I6 S.F. �' J W When a cellar tie is used in leu of a edge strap,the numb, of ipd common nails restrup TOE-NAIL TOTAL 50. FT. OF CONST UCTION 1914 S __ r�^j �+ o �+ :n each end of Iho collar tic head not exceed the laoulated numdr of ad nails in the strap TOP PIRATE ip WALL 4-d COMMON RAFTER - f0 W W t�QNSTRI CTIQN NOTES: PRESGBaC HI D PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND _ l: O g 2) RAFTERToASSEMBLY CEILING.IOIST B'WALL 3-Bd COMMON EACH TOE-NAIL DESIGM1I CRITERIA 1995 SBC HIGH WIND EDITION WOOD FRAME CONST LLGTION MANUAL 1) The Information wiNin this set of construction doaleamesis releled to beat.it sin Lateral framing and shear wall connection.for rafter,cedin g a,Ed (Wtopplaleshall be In TO TOP PLATE ID WALL 4-Rd COMMON JOIST W intent and framingd llaiin Theyare Intended as a reeducate aid,not a substitute l,33CEILING JOIST TO AS PERTABLE 3] EACH FACE FRAMING ELEM NTS AS PER FLOOR PLAIJ5 CR0555EGtION AND G- REAL NOOTES for generally accepted good bullding prattles and compliance with mace(New York awordses sM1 Il bola(dierlhlo the wall[oprplate and lhelwall cop pladedshallhheoayached to PARALLEL RAFTER WFCMSBC LAP NAIL EXT. BALCONIES State bulldiny cod es The General Contractor is i espdns:bie for providing standard the to the..If stud with uplift connections Reefs overhanging impolva side of the building PER EACH PECKS 40 z z construction tlmols and procedures to ensureapmfessidnally finished,slmrlurally shalibeconnecled with uplift connections inaccordance with dable33c CEILING PART1710NLAPS ASWFCMASC3T LAP NAIL ATTICS w/o STORAGE 10 OW sound cad a wArtherpmdf completed product ATTICS w/ STORAGE 20 (-- 0 3).WALL-TO-WALL ASSEMBLY COLLAR TIE AS PER TABLE 3.4 EACH FACE 45 Q Cn ❑ } 2) The General Clundradnr rs responsiblefor ensunn9Nal all work and ednslmdm° Wall Studs above and studs belowa0oorleyet shall be attached with uplift connecudns In TO RAFTER__ WFCM-SDC END NAIL °E5IGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) used,current federal,state,county and IOC21 codes,ordinances and regulations,ale accordance with table 33b When wall studs above do not John line with studs below,the BLOCKING EACH TOE (LIVE LOADS P5Fl ROOMS (OTHER THAN SLEEPING) 40 W W z These cedes are to becons.dead as pard of the s,dcl0catirWa far this building and studs shall be attached to a comman member in the your assembly with uplift connectors in TO RAFTER 2-Bd COMMON END NAIL 30 (l.) z ¢( should be adhered to even if in vanapce with the plan accordance with table 33 EACH END ROOMS fSLEEPINEJ J RIM BOARD 2-16d COidMON ENO NAIL STAIRS 40 3) Dimetanare shall take precedent over scaled drawings q) WALL ASSEMBLY TO FOUNDATION' TO RAFTER 200 Q ae W Of (DO NOT SCALE DRAWINGS) pre or WALL FRAMING: GAURDRAILS (ANY DIRECTION) compapllslud a.,a be ate shall connected to the place embedment to 7inches In concrete uplift /-` INYi C O ❑ ❑ NAIL NAIL NOTES EXPOSURE OAtAGORY 4) The dasigncrhas net been engaged for mnsWctidn supervi`�ap oand nsibilil forsno undac[ion and slabron--grade l 15 me he table31, Whlocklalsk are or lapped JOINT DESCRIPTION LOAD PATH SEF_ GON5TRUG AGE I GDE!D PATH CONNECTION responsibihly for mns[mchdn ceordmating vnlh these plans,nor P y the plate and nailed In accordance wdh(able 3.36 When steel straps are lapped under the QTY SPACING z m L<7 cdnsWction means,methods,lechniyues,sequences,or procedures,or for safely TOP PLATE TO 2-ifid COMMON PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE -- O p -� pracaullonsaromnd e, method.. In connedioewllhthences Th ere arere ,Or for safely ma bottom PI-le,3irch(quarewashes shall be used with the Anchorboll FOOT SEE NOTE'1 - SEE GENERAL NOTE�GE - work no spacing¢(.be spaced and sized inarF, rdmrre Jrtable32..InaddiM1lun to spacing, TOP PLATE NAI LING SCHEDULE_ CO specrficuse expressed dnmplied in the ads of the..pians anchor bolls are del be spared between 6-12 inches from the end ofasill plate and all TOP PLATES AT q-id COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND ItINpOW SCHEDLLLE ❑ comers. INTERSECTIONS EASIDENAIL _ Sym., T DN ANS 5) Relsr to the Window and Door schedule for exterior lupemn9s STUD TO 24" FADE FIRE PROTEA SEE FLOOR PL STUD 2-ifid COMMON OC MAIL (SMOKE k CO2 DETECTORS) Q U fit The General Cdntraclar is to ensure first In or prafabaded fireplaces musts Type eglendr sheaTER0r walls wAN a mmimom of Tl1 fi ndt Wood stmcnural pension the exlealur i6"O C. FACE TRU55 DESIGN - -. or exceeds msnufadure's spemfcaaons and appamble codes attached with Bit common nails at 6"o c slide panel edges and 12"o c m the field,and HEADER TO 16d COMMON _ N/A - STANDARD STICK FRAME GONSTRUCTIO (� HEADER ALONG EDGES NAIL RESCHECK 3_5 RELEASE m tl2 inch gypsum wallbwrd oa the inlenor ati.ched WIN 5d cellular nails at P'o c al panel ENERGY CALCULATIONS 7) The General Contractors to consult with the owner for all buds-"nems edges and i(P.c.:n the field shall bem accordance with the length requirements specited --Top OR BOTTOM 2-16d COMMON PER 2x45TUD END soared bookcases,shelving,pantry,closets,mins,etc. in table 31 here PLATE TO STUD 3-id CDMMON PER 2x65TUD NAIL aD 8).Wind load regmremenls shall betaken Into account dunng conslmdi-a fi) TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO PER FACE NAIL Ne r0 FOUNDATION NOTES: Pe llexte"or(fearvayasha°mae,th.em,jaementsoftable3.5°-btime(NeaPprdpnale FLODRJDIBT,BANDJDIBT,2-,6dCOMMON FOOT SEE NOTE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adterior hiactem In table 3.16- END JOIST OR BLOCKING WINTER ICESHIELD FLODO FLOOR FRAMING: GROUND wIND SEISMIC FRN 1) The General Gonnactorand Mason na review plans,elevations,details and notes to SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS F tletermine intended heights of finished fleor(s)andve typical grade. T) INTERIOR SHEARWALL CONNECTIONS NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED FQ ` do Allowable sidewall lengths provided in fable 3.14 shall be permiltetl to be'mcreased when )DINT DESCRIPTION NAIL NAIL 2j.NI innings[o rest e°rdmF,Wrbed bugle)soil mlerim-shearwalle are used Sheathing and connections shall be in accordance wlih PTY SPACING MODERATE SLIGHT TO 11 - �( 2.441and 224respeciively. .101ST TO: 4-Bd COMMON PER TOE 45 LBB. 120 B SEVERE 3FT. TO HEAVY MODERATE LL 3).Prowdel/2"exparsom joint modest between concrete slabs and abutting SILL,TOP PLATE OR GIRDER JOIST NAIL _ concreteormasehrywalls...magm exterior or unhealed Intenor areas B).CONNECTIONS AROUND EXTERIOR WALL OPENINGS EACH TOE he Header and/or girder connections shall be attacJhed with uplift connectors in accordance BRIDGING 2_Bd GIDMMDN END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: a o O JOIST 4) My new concrete walls being attached to existing concrete structure shall With table 35.Window sill plates shall be have steel connectors in accordance with table BLOCKING EACH TOE NAIL SPACING NAIL SPACWG AT INTERMEDIATE T m be installed with 114 re-bar,18"long at l2"oc Use approved epoxy for installation 35. TO JOIST 2-Bd COMMON END NAIL SHEATHING LOCATION m NOTES Ar PANEL EDGES SUPPORTS INTHE PANEL FIELD R' 9) CATHEDRAL CEILING ASSEMBLV BLOCKING TO 3-ifid COMMON EACH TOE 4•PERIMETER EDGE ZONE ed COMMON @ 6"O C 6d COMMON @ 6"O.0 SEE NOTES 1 3 S W m 5).Unless otherwise noted,all slabs on Freddie Fri psi Concrete to be SILL OR TOP PLATE _BLOCK NAIL SEE NOTES 1 (BOTH FIELDS) ~ Z Co poured as M1herwisenote , ergravel fill with 6.6 wire mesh reinforcing Interior slabs Where a rage is to be used as a structural beam,therafters shhan 1.dahatched and -_ - 'c be minimum h this inch thick. anchored on top of the beam or slope connectors shall be atachetl to each ratter-[o-edge 3.IBe COMMON EACH FACE INTERIOR ZONE etl COMMON @ G'O C Bd COMMON Q 12"0 C NOTE 2 FOR PANEL FIELD p N along the open ceding par[of the budding Cc...rlmns to the edge and wall shall be be LEDGER B A^RIP ,101ST NAIL Z 6) Crawl spaces to be provided with a minimum 18"x24"access opening Install one attached with the above requirements JOIST ON LEDGER PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS tltl COMMON @4"O C Bd COMMON Q4"O G SEE NOTES 1,9 III matIran mandation vent far every J50 sq t.dfares. DECK AND COVERED PORCH NOTES: TO BEAM 3-fid aoMM°" JOIST "AIL NOTES -- PE ENO 7) Damppmof exterior nF felundalian with bituminous coating as per section R406 of TO JOIST 3-ifid COMMON JOIST NAIL N V 5 Residential Construction Code.A 6-md polyethylene film shall be applied over All Unlesidithe ngers and anldmrstu be yalvimzetl°sta oleos,steelure treated lumber BAND JOSS THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling BAND JOISI TO 2-the COMMON TOO TOENAIL including hfeel on each sitle olthe roof peak, ` J SILL OR TOP PLATE FOOT SEE NOTE'1 the Por cot p.rImsheathingedwithinec feet c mens perimeter edge of a useroof, g 2) Girders for tlerkjoists m be bdlnetl to each post with washI nF rand nuns. Na A foot perlmeder edge zone attachments required shall be used e) DramageasPar alq,-� Id.afld NYS.ReslAenbalCnns[mcmmmCode Girdemdnconcertopiersshallbeanchoredwithproperstee.Iclunnedarsanchored ROOF SHEATHING: MINGinto cprctein MI minimum,/2"dox T•long anchor boy wdh washers and Huls pec gJOINT DESCRIPTION NAV, 2) framinl membch o c nail s In 49.th eand spacng attached W afteruced 6inass framing members with G>p 49 t).All taming techods as prescTipllve design of 1995 SBC HI h Wmd _ For forming members with<B42<G<p 49,the nail spacing shall be reduced l0 6 inches n r,9 3).Posts uppartlnp gibers shall be anchored to a 12"x12"x12"thick concrete footing OACINGEdition Wood FramManual Use a minimum 112"da x T"long anchor bolt with washersand nuts-Footings Shall he 3 fl- AS PER'FABLE 3.B p girders WFOMI-SBC 3).Tabulated 4inch oc nail spacing assumes sheathing tamper rayed tiuss framinq members with G>p49 -or below gide Porches with covered cools shall have l2"die.concrete pars for the rders STRUCTURAL PANEL Bd framing members with D42<G<p49,the nail spacng shall be reduced to3 inches o c 2).Unless otherwise noted,all from mg and slmctti cal wood material W be#2+BTR 4 Dek,eleso have blolhg at B'D o a.. CEILING SHEATHING: � Douglas Flt - NAIL NAIL W 5) Aminimumofl0inchdsMngshalibemstalledbelweenthebuildingandledger JOINIDESCRIPTION OTY SPACING _ WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z: 3) From,walls,ceilings and ravers Id be spaced at i6 inches o c unless noted Ledger to be fastened to building hmih ill' dna bolls with washers and lute - NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES olherwse. GYPSUM Sd COOLERS T"' OC EDGE SHEATHING LOCATION where needed WALLBOARD 1N"OG.FIELD AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4) Unless otherwise noted,all bearing wall headers to be(2)2x10#2 r BrR Doug.Fir 6j.Concrete piers shall be a minimum 6'above grade SEE NOTES 1,3(BOTH FIELDG) Bearing wall headers to have studs and full length studs on each side of all WALL SHEATHING: .•EDGE ZONE ed COMMON Bd COMMON@12"OC - NOl E:2 FOR PANEL FIELD iU openings LVLheadeato have(3)jarl<sludsand(2)full length studs an each side of NAIL NAIL 04 1 Z openings Bearing wall Window(Ills shall also have(2)window sill plates ler 2x4 wall -I) All joists to be sappmded With hangers aad...here Each .Idiot shall also be anchored JOINT DESCRIPTION OTy SPACING INTERIORZONE Btl COMMON @ 6"O C Btl COMMON @ 12"O C. SEE NOTE'3 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9 Provide fro to girders) NOTES and Machine where applicable. STRUCTURAL MB PERTABLE 3 9 [� ej Covered Roofs shall be assembled and anchored the as building PANCLS 6d COMMON WFChf-SBC g Sj.All tush heamslhaaders to be installed with heavy d°tygadmnized hangers and PLUMBING NOTES TIi6"OSB fid COMMON 3"O C.EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY �^ anchors where applicable to all deanecting Joists PLYW000 __ fi"O C FIELD T" OG EDGE 1).Porwall sheathing yriiMn4feel otitis corners,the 4feet edge zone attachment regwremenm shall Fd- 6).Double up boar Joists under walls that run parallel to the floarjoisl and under bathtubs if All water supply,drainage and venting td be installed as par V.S Residenllal GYPSUM Sd COOLES da WALLBOARD t0"O9 FIELD be used. Floors to have ceramin file installed shall be vertical for proper load capacity unless noted CdnsW them Cade. 2) Tabulated 12man r c nail spacing assumes sheathing attached do stud framing members wllh on plan( 2) Verify septic system with the Engineer for Sutolk County HeMlh Dspahmenl approval FLOOR SHEATHING. NAIL NAIL G>p 49 For Naming members with 042cG<,the nail spacings shall be reduced lo6inches oc. TI Prdvltle blockmglbndging in folurfoisis of B'0 o.c Use solid blocking iefoorjolsts 3) If wall studs,Pales orimsts are cutout during Installation for any gumbleg related wink, JOINT DESCRIPTION DTy SPACING under all bearing walls. provide adequate bracing a ad plates to protect and secure the structure.Verify with the 6"OG EDGE 3) For adenor panel siding,galvin:zed box nails shall be permitted to he substituted far common rads state code and manufacture's recommendation ler maximum hole size and spacing permitted STRUCTURAL PANELS ed COMMON I2"OC FIELD 8) Provide insulation bafyd,at save vents between rafters Install dray blocking as I"OR LESS �� LEGEND needed HVAC SYSTEM NOTES NOTES_ A 9) Unless otherwise noted,.11roofs and..It.to have a minimum 112"thick,4,dy Fir 1).Mechanical subc.madons respuhsble fIF:adh caring to all applicable codes and safely THESE NOTES ARE ONLYTOBE REIFERREDTOIF COX exteriorshealhing grade plywood.Plywood to cover Iyer plales and headers requirements NEW WALLS -, _, MEN NDNED IN SCHEDULE NOTES ONLY 10) Unless otherwise Holed use 314"Ihick rAG PTS Fir or Arbomech plywood Wo"W" 2) WAC(abceatrattlur ie la fully cdordmale all system data and requirements with the ExI5TING WALLS .i::Jf �� � adhered with PL40padheslw_and screwed 1.floor joists Finished floor to be msialled equipment supplier 1).Nailing requirements are based on cola((sheathing adhered aspen mhesiveand screw Ions nailed 6"on-center at the panel edge llfwall sheathing - _ _ _ 7 i'�'�`L �J over 3j.HVAC subcontractor to pmvidefinal system layout broader;and submit it the General is failed 3"an-Centocor tile panel edgado obtain higher WALLS TO BE REMOVED - 11)-All bathroom walls[o have tl2"Ihick moisture-resislani sheedmck Garage walls and DentmcWr and owner lorlmalrrservi edepproval- shear capacaias,nailing regamemefts for structural mombare shall be doubled or chamois compactors, ceilings and overfurnace to have 518"thick type,shestmck.All other parts of budding ELECTRICAL NOTES: shall be used toimaindin load path to have regular 112"sheetuak All walls to be taped and finished ELECTRICAL such as shear plates, - dIDl Y 12) NI roof with a Pilch less than 4'12 shall it inslayed with an Ice a Water bonier or tj.All elecMcal W be Installed as par NV 5. Residenllal Gunswction Code pr When wall tabulated is continuous lover connected approved equal Flat radio shall be applied with aFiaerglas base sheet with an EPOM membeducetabulated num bar of feel,Itshall he permitted fly Farah down type material over 2) All electncal work shall be approved by aqualifed Underwater to be reduced[o1-16d nal her fool. r C) 13).NJ sill plales and wood in contact with cdrrrel ebapFdJre.,dpHpmad Slllplatesdo YNY-Sl Residential CdnsducCarbon ton P.de °.oxide deleddrs throughout persection R31T s-, ib„• he installed with a foam sill gasket and cop-r-rex termite shield or approved equal W U 2 Q_ � W N Z U d � w LLJ 0 Z Z Q W © 0' � u.0 fr } uuIrQ < Z -1W � w X - pow z _D1.0 < 0 CD M O � Q C7 �� L� F ,TFl . TIiF, PIr+.F b �.�nit na,�,ni H 0 - - rn it I'll, nF ry PIIr.FF iii K w N z w m 0 z ro UIT � FF i I I }� �1 4P Fir) IIIUIi illJl�l )I �ll 4V I(1a1vOI ll�TFffff u(11H 11 gl(�l(I➢Il�dj'I(l, .1 bi lel L A. di �',I II ilT Vll;u d � ' — __ G �P Tll� l � u� 1 W Ln DEI `T _T 94 yO O - - - - - - - - - - - - - - - - - - - - - SECTION A- A FLOOR PLAN AMENDMENT CHANGE � a