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HomeMy WebLinkAbout31188-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32047 Date: 12/04/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1350 SMITH RD PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 98 Block 3 Lot 25.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 2, 2005 pursuant to which Building Permit No. 31188-Z dated JUNE 7, 2005 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING & INSTALLATION OF HOT TUB AS APPLIED FOR. The certificate is issued to MARI D SHEA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 106617C 07/21/06 PLUMBERS CERTIFICATION DATED 11/01/06 AL VASSOM thorized Signature Rev. 1/81 Form No.6 � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL NOV 2 8 M ' J 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC Tp n ry of SpuT!:-JU) This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 Date. /l l.27 Lo New Construction: V' Old or Pre-existing Building:: (check one) Location of Property: 13 50 J6M 1 A ICOo A Pp_ LC_, N 1i House No. Street " Hamlet Owner or Owners of Property: (n(u f t S _ Suffolk County Tax Map No 1000, Section Oq 4? Block O 3 Lot a S, Subdivision Filed Map, nn ,, fr Lot: Permit No. 3 I Z Permit.Date of Peit. O� Applicant: fvlC�n - Aa.,-, S�(� Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ S ,� "_ qqqqI Applicant Si tune Co Z Ll 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. 31188 Z Date JUNE 7, 2005 Permission is hereby granted to: MARI D SHEA GARDEN CITY,NY 11530 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING & INSTALLATION OF A HOT TUB AS APPLIED FOR at premises located at 1350 SMITH RD PECONIC County Tax Map No. 473889 Section 098 Block 0003 Lot No. 025. 001 pursuant to application dated JUNE 2, 2005 and approved by the Building Inspector to expire on DECEMBER 7, 2006 . Fee $ 820 . 00 /! Aut orized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 7/21/2006 375 Dunton Avenue 106617C East Patchogue,New York 11772 (631)28""2 Issued To Mr. & Mrs. Shea Street: 1350 Smith Road Village: Peconic Zip: 11958 Town: Southold Section: Block: Lot: Contractor: E. K. Electric (L) . Lic.# 4542-E Was asomined and found to be in compliance with the National Electrical Code. r_ ❑ Commercial ❑ NV Defects ❑ Pool ® let Floor ❑ Indoor ❑ Basement ® Hot Tub ® Residential ❑ Det Garage ❑ Attie ® 2nd Floor ❑ Outdoor ® Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 23 29 31 4 4 Dishwasher Washar/Amps Dryer/Amps Oven Ranga/Amps Microwaves Furnace 011 Gas Circulators Smoke Detector Sell Transformer 3 Miter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment 0 Amp Disconnect, 2-20 Amp Disconnect / } Hugo S. S ►dl President Rough Inspection: 03162noo6 InspectDr: John McMahon III Final Inspection: 07rz=006 Inspector: Dennis Brand] This certificate must not be altered in any manner. Inspectors may be]den#W by their credentials. , �gf,►FF� Town Hall,53095 Main Road 41F Fax(631)765-9502 P.O..Box 1179OlTelephone(631)765-1802 Southold,New York 11971-0959 BbILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /0d✓ rlS O 6 Building Permit No. 31 I Z Owner: aT o b iS V a ex, (Please int) Plumber: (Please I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pl afore) Sworn to before me this IST ers day �of Nt'iVemloe C , 2006 Notary Public, e I K County taft of Now Y04 *clavi wl ui lrcow aoi 4�]4erlLAD TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ) FRAMING / STRAPPING FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �^-V Et-�- yy 01 DATE /I� �r INSPECTOR" TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / ���- 0 INSPECTOR ✓ TOWN OF SOUTHOLD BUILDING DEPT. 785.1802 INSPECTION [ ] FOUNDATION 1ST ( ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION '[FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: 2-Klo ,o4&Vj ":;/g ;L s 3s LVLX � NAe6C - DATE 3'L ° INSPECTOR d 50A losoar f # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] "DATION 2ND [ ] INSULATION [ FRAMI STBAPPI ] FINAL [ ] FIREPLACE(& CHIMNEY. [ ] FIRE SAFETY INSPECTION REMARKS: Gy� ` f DATE ` INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 7$5.1802 INSPECTION j FOUND ATE tONAST [ ] ROUGH PLBG. ` FOUNDATION 2ND [ ] INSULATION [ j ING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: i' _ o - - J DATE '� � 's INSPECTOR ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ol Lot- DATE � 3� -� '� INSPECTOR � t li I • • r • I I FOUNDATION �''. I Jam. , W;Mwwia - " ' Fj WWAA NOW r ROUGH FRAMING& PLUMBING INSULATION - STATE ENERGY • t r-W1 ,40m I rr JJ �Avtiv 0, It mWKWA ADDMONAL COMMENTS TOWN OF SOUTHOLD LTN rBUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPAR 1'OT Do you have or need the following,before applying? TOWN HALL Y 2Z Board of Health SOUTHOLD,NY 11971 _� 4 sets of Building Plans TEL: (631 765-1802De Pr.^JTHO' D Planning Board approval FAX: (631)765-9502 Survey www.northforLnetlSouthold/ PERMIT NO. A/I199f,' Check / Septic Form 6 N.Y.S.D.E.C. / Trustees Examined .20 7 Contact: Approved 20__j�::- Mail to: Disapproved a/c Phone: Rol Expiation 20� ja� q ,fir ''r�'l -�W/ 'r,... rG cW7 APPLICATION FOR BUILDING PERMIT Date , 20 O S. 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 building, 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. - e _ Aqa a (1 c1Jr[.72�tZS6-0, (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 Ur_ -r iqom , g4i yt. ftla at °-)h e0. (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: 155e) 81W,To R0#V l G Odle House Number Street Hamlet County Tax Map No. 1000 Section O_q$ Block 05 f'' :ILMI,4�05'9''. I Subdivision Filed Map No. 1O " ''i YAATON (Name) / _02,t6'"ne O aeugx3 me! 2. State existing use and occupancy of premises and intended use"cctipancy of proposed%onstruction: a. Existing use and occupancy b1l.�GLe I?-Nl�y b. Intended use and occupancy tL c Q E pA ty L-y ��tDse��n= l4MOu1 tr OF IA MG. q t'm �F f••IA-1�J T�tB 4�`ti-M E• 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition / Other Work 4. Estimated Costks. t-y-70 Fee (Description) (To be paid on filing this application) 5. If dwell$g,qumber of dwelling units Number of dwelling units on each floor If garAgg,-number of cars k-�a 6. If bus 4ss, mmercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1{� ' g�' Rear 41'� Depth Height Number of Stories o2. Dimensions of same structure with alterations or additions: Front -70' 10" Rear 70 ' 1 o" Depth 4rTS" Height A$, Number of Stories ,2 . S. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front AO©1 Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone.or use district in which premises are situated ?--40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO y 13. Will lot be re-graded? YES ✓NO—Will excess fill be removed from premises? YES_NO 106 G1CSTfJL7r 'bT. 14. Names of Owner of premises Neenur uftw 9�egit Address eaebsy3 16tphone No. 516-I48- Q9 Name of ArchitectPpmoc, Address PfiML12 Phone Nodfil-�RB- t4�9 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO �- * 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 t2MLK_) AC�L--)tEtzo being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Rge4 _ U (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perforin 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 ,�?44f _day of�Gr/I 20_0 5 p � MA�s?.144 � � Votary blit Signatureof Applicant LINDA J COOPER NOTARY PUBLIC,81149 o1 Nwr York NO.01CO48225M Sufbk Twm'E*m Dsoembw 31.=4F ii ITECNOLOG ES ARCHUBMM PILMOM COMIRUC1 MS111114M 131 MftRod.M@Uft@d.NmTcd 11932 61ML1129 bEGU MIM June 2, 2005 Southold Town Building Department Southold, N.Y. Re: Mr. & Mrs. Martin & Mari Shea 1350 Smith Road Peconic, N.Y. S.C.T.M # 1000-098-03-25 To Whom It May Concern: Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any additional questions please feel free to call our office at 631-298-1129. ED qA a FrankNtt: c} R. �qr 02121 OQ �UFNE�� Cc:Shea File Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release 1 Data filename:C:\Program Files\Check\PEScheck\SHEA.rck PROJECT TITLE: SHEA RESIDENCE COUNTY:Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.19 DATE:06/02/05 DATE OF PLANS:6.01.05 PROJECT DESCRIPTION: FIRST FLOOR ADDITION TO LEFT SIDE OF HOUSE, WITH NEW MASTER SUITE ABOVE. DESIGNERICONTRACTOR: FRANK NOTARO,R-A. ARCHITECNOLOGIES P.O.BOX 93 13405 MAIN RD. MATTITUCK,N.Y. 11952 *GROUND SNOW LOAD-45 PSF *EXPOSURE CATEGORY-B *120 MPH WIND SPEED *SEISMIC DESIGN CATEGORY-B *WEATHERING-SEVERE *ICE SHIELD UNDERLAYMENT REQ'D PROJECT NOTES: -R-3 SINGLE FAMILY RESIDENCE -HT.-28'-0"FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOC. (AF&PA)WOOD FRAME CONSTRUCTION -SITE PLAN -FOUND.PLAN -IST FL.PLAN -1ST FL.FRAMING/2ND FL.FRAMING PLAN -2ND FL.PLAN -ROOF FRAMING PLAN -BUILDING SECTION -EXTERIOR ELEVATIONS -ENERGY CALCULATIONS -PLUMBING RISER DIAGRAM COMPLIANCE: Passes Maximum UA=520 Your Home UA=313 39.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R-Value U-Facto IIA Wall 1:Wood Frame, 16"o.c. 3217 21.0 18.0 89 Window 1:Vinyl Frame:Double Pane with Low-E 5 0.320 2 Window 2:Vinyl Frame:Double Pane with Low-E 5 0.320 2 Window 3:Vinyl Frame:Double Pane with Low-E 6 0.320 2 Window 4:Vinyl Frame:Double Pane with Low-E 6 0.320 2 Window 5:Vinyl Frame:Double Pane with Low-E 14 0.320 4 Window 6:Vinyl Frame:Double Pane with Low-E 14 0.320 4 Window 7:Vinyl Fmme:Double Pane with Low-E 14 0.320 4 Window 8:Vinyl Frame:Double Pane with Low-E 14 0.320 4 Window 9:Vinyl Frame:Double Pane with Low-E 16 0.320 5 Window 10:Vinyl Frame:Double Pane with Low-E 16 0.320 5 Window 11:Vinyl Frame:Double Pane with Low-E 28 0.320 9 Window 12:Vinyl Frame:Double Pane with Low-E 9 0.320 3 Window 13:Vinyl Frame:Double Pane with Low-E 9 0.320 3 Window 14:Vinyl Frame:Double Pane with Low-E 9 0.320 3 Window 15:Vinyl Frame:Double Pane with Low-E 9 0.320 3 Window 16:Vinyl Frame:Double Pane with Low-E 9 0.320 3 Window 17:Vinyl Frame:Double Pane with Low-E 28 0.320 9 Window 18:Vinyl Frame:Double Pane with Low-E 28 0.320 9 Window 19:Vinyl Frame:Double Pane with Low-E 24 0.320 8 Window 20:Vinyl Frame:Double Pane with Low-E 24 0.320 8 Window 21:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 22:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 23:Vinyl Frame:Double Pane with Low-E 7 0.320 2 Window 24:Vinyl Frame:Double Pane with Low-E 7 0.320 2 Window 25:Vinyl Frame:Double Pane with Low-E 10 0.320 3 Window 26:Vinyl Frame:Double Pane with Low-E 20 0.320 6 Window 27:Vinyl Frame:Double Pane with Low-E 29 0.320 9 Window 28:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 29:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 30:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 31:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 32:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 33:Vinyl Fnune:Double Pane with Low-E 12 0.320 4 Window 34:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 35:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 36:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 37:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 38:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 39:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 40:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 41:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 42:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 43:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 44:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 45:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Floor 1:AH-Wood JoisvTmss:Over Unconditioned Space 1862 30.0 30.0 30 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed are attesting that to the best of his/her knowledge,belief j and professional judgment,such plans in compliance with this Code. Builder/Designer C9�FQPhK NOTg90��F Date � r � 0 12 STgT OF NE`Ny�Q� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release I DATE:06/02/05 PROJECT TITLE:SHEA RESIDENCE Bldg. Dept. I Use I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity+R-18.0 continuous insulation Comments: I Windows: [ ] I 1. Window 1:Vinyl 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:Vinyl 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: [ l I 3. Window 3:Vinyl 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 4. Window 4:Vinyl 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 5. Window 5:Vinyl 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 6. Window 6:Vinyl 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 7. Window 7:Vinyl 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 8. Window 8:Vinyl 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 9. Window 9:Vinyl 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: [ ] 10. Window 10: Vinyl 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: [ ] 11. Window 11:Vinyl 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: [ j 12. Window 12:Vinyl 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: [ ] 13. Window 13:Vinyl 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: [ ] 14. Window 14:Vinyl 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: [ ] 15. Window 15:Vinyl 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: [ ] 16. Window 16: Vinyl 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: [ ] 17. Window 17:Vinyl 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: [ ] 18. Window 18:Vinyl Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ j Yes[ ]No Comments: [ ] 19. Window 19: Vinyl 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: [ ] 20. Window 20:Vinyl 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: [ ] 21. Window 21:Vinyl 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: [ ] 22. Window 22:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ j Yes[ ]No Comments: [ J I 23. Window 23:Vinyl Fmme: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: [ ] 24. Window 24:Vinyl 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 ] I 25. Window 25:Vinyl Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-tactors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 26. Window 26: Vinyl 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: [ ] 27. Window 27:Vinyl 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 28. . Window 28:Vinyl 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: [ J 29. Window 29: Vinyl 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: [ ] 30. Window 30:Vinyl 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 31. Window 31:Vinyl 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: [ ] 32. Window 32: Vinyl 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 33. Window 33:Vinyl 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: [ ] 34. Window 34:Vinyl 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: [ ] 35. Window 35: Vinyl 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: [ ] 36. Window 36:Vinyl 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: [ ] 37. Window 37:Vinyl 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: [ ] 38. Window 38:Vinyl 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: [ ] 39. Window 39:Vinyl Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-Tactors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 40. Window 40:Vinyl 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: ( ] 41. Window 41:Vinyl Frame0ouble Pane with Low-E,U-factor.0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 42. Window 42:Vinyl 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: [ ] 43. Window 43:Vinyl 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: ( ] 44. Window 44:Vinyl 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: [ J 45. Window 45:Vinyl 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: Floors: [ ) 1. Floor 1:All-Wood Joiwrruss:Over Unconditioned Space, R-30.0 cavity+R-30.0 continuous insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly 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: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: L 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. L 1 I Materials and equipment must be identified so that compliance can be determined. [ ) I Mamrfacturer 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: L 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. L ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. L ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Remm ducts in unconditioned spaces(except basements)must be insulated to R- [ J I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: L l I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. 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 lesat 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 Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ j I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code ofNew York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable 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: Mhthnum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in inches by Pine.Sizes Heated Water Non 'rculafjpg Runouts Circulafina MaingandRunout TTemperature(Fl Up to V Un to 1.25' 1.5"to 2.0" Over 2„ 170-180 0.5 LO 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: Minhnum Insulation Thickness for HVAC Pipes. Fluid Temp. inmilatinn Thickneqq'n Inches by Pipe Sus_ Pilling System 3 yMes. RaUPe(F_1 2"Runoms 1"and Less 1.25"to „ 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 LO 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 LO 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 31 / 8 ITECNOLOGIES AROMMM HAMM C0NXrML"r=SW1V1®3 0MMkR94 Wft*Naw Ya& 01.296.1129 he 631.29L112i- r`, ('� 1 0 Y March 21, 2006 MAR24 � ` Town of Southold Building Department Re: Mr. & Mrs. Marty & Mari Shea 1350 Smith Road Peconic, N.Y. To Whom It May Concern: Upon our field inspection of the project, the following changes to the original construction set of documents were noted: 1. New foundation wall is constructed of concrete block. 2. Deck reconstruction in the rear of the house has a concrete block foundation wall for a slate patio in place of the wood framed deck. 3. Additional double 9 '/2' LVL Microllam was added in the ceiling of the sunroom addition. 4. Roof rafters of the new addition are 2" x 10" @ 16" on center. 5. 2nd floor master bedroom deck has been extended out by 4'. New double 2" x 10" floor joists were sistered back to steel G-P Lam LVL within the deck framing of the 2nd floor. We certify that the items noted above meet the requirements of New York State residential building code. If you have any additional questions please feel free to call our office at 631-298-1129. 6' ra A. M N OF SOUTHOLD PROPERTY RECORD CARD- 3WNER STREET O VILLAGE DIST. SUN.-, LOQ An 'Oros FORMEINOWNER N7 E q . 8 9 .5/1C$S ¢a�F S W 04TYPE OF BUIL f ES.�16 StAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 300 n A67- C j o4 0 , If'' z -Lia I7 s14ox S 38ab p- , Soo 5Rcom 3 I ►t �— - a - ,u eo �:A74 9 3 VEW NORMAL BELOW ABOVE E Ovf OS- Qa07� (�✓111hi°� drit4 �5c'sS rbt�• =ARM Acre Value Per Value Acre illable 1 ilhoble 2 liable 3 'oodland vampland FRONTAGE ON WATER vshland FRONTAGE ON ROAD ouse Plot DEPTH .✓ + �w+ BULKHEAD )tel. . _ DOCK _ .� C.■■■■.�.a��a■■mss■■e■■■■■■s■. .■■■■■o�■■s!.■■�■i�■■■■■■■s■■■ Aft: iiiiii�s��ie��■�iiiiiiii:�i s� M m � _m_ O Ram� "I _gym® ER STREET 5© VILLAGE DISTRICT SUB. LOT a M. N,tarr s (V;; 7 `� FORMHR O ER (�5Y1f?S S N E ACR GE #. I ay S W TYPE OF BUILDING S RES. SEAS. VL . = FARM COMM. I IND. I CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS / tD - p - 4 . `�!D 400 J , tf 0 0 2 iY•c� Pe D t ' Sn 5 5 G J. IA009 z 2 ��l .t - - L wA e c(c. as ,f -Ll i 17 - �i► �' AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per-Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland House Plot Total s -� � ' q A. ■■■■■■M■Y■■■■■■■MEMO NONE■■■■M■•ME■MEM■ME M■■■■■■eE1iai■M■■E■■■■ ■■■■■■■M I■■MWI■■■■■EE ■■■E■M■Wi■■E■■■■■■■■N ■■M■■IZEWE ■mu MM■SM■ ■E■■►:'11■fd■■■E■■e■■■E■ ■■N■■■■■■ ■■..s■e■■ aEEEM■■■■SEM■■■■■■■ ■■■■M■■■■■■■■MONSOON ■e■■E■E■■■■E■u■■■E Of m1fi �� BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / 104'5'- APPLICANT: 04'5'-APPLICANT: DATE SUBMITTED: /,2 -/*f SCTM# DISTRICT: 1,000, SECTION: BLOCK: 3 , LOT: cR!5;i SUBDIVISION: �(/ �jyi�� ADDRESS: CITY: Z nic- ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/l REQ. LOT SIZE: 404, ACT. LOT SIZE:,,III REQ. LOT COV. ACT. LOT COV. REQ. FRONT G PROP. FRONT ,/ REQ SIDE /J - ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION:PIQCjA( (�' b 44-GT rt"LIE) , ESTIMATED PROJECT COST T/ENGINEER: Nt3TAlJ WATER FRONT? A/0 DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED �SUFFOLK COUNTY HEALTH DEPT. S o ($ED # P713: _/ / PERMIT#: , -OITOWN SEPTIC RECEIPT: Y or � � l�/j`���`�� NEW YORK STATE DEC: PRE-DEC 9/1/75 YES 0 DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE _/ /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE /C/O/MPLIANCE (SEE PA/GE 2)• 01 NO NOTES: 6&1 FEE STRUCTURE: FOUNDATION: to SF FIRST FLOOR: 1 SOO SF SECOND FLOOR: , 61 SF OTHER: SF INIT OTHER TOTAL TOTAL: ,� ,� S� SF FEE FEE FEE 1. ( gVf SF)- �j( J� SF)= 17 SF X$ fJ=$ � +$ +$ 2. ( SF)- (_ SF)= SFX $ . _$ +$ +$ _$ 3. ( SF)- (SF)= SFX $ _$ +$ +$ _ tJ—D I-101-j Ui�, FINAL TOTAL: �'O� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 4S Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANDDOQR SCHEDULE: MILE;fiE ST REQUIREMENTS: Y/N l EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N 1. VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) i SITE SURVEY SURVEY OF LOT 27 & 29 MAP OF CO�/E FILE #3810 N/F ARROV"EA� MARTIN & MARI SHEA o z• SITUATED AT iz 2oo.3& AT INDIAN NECK NEAR PECONIC TOWN OF SOUTHOLD � W o SUFFOLK COUNTY, NEW YORK N. o7`0000 W S.C. TAX NO. 1000-098-03-24/25 cn m $ ,I 30 INFORMATION TAKEN FROM: We 24.3' m PECONIC SURVEYORS, P.C. J N.Y.S. LIC. NO. 49618 O Q Ep O E 24• g 0 C Ol jX m 0 O QZ$e 0 vR ° m In r ° _ ADD � z O Am 75 �f _ r L �J 7m AD r y�1 _ — — m oz- ^ nt443 2- to 13 0� +m 0 m ° OT 3 T 1,_tt pµOPO sE VAST. o 2_sTv.oNO 1,3p0.0a PpO`T' N ST-Eu ARG' Z° R * 5. 10'23'00 E Op�D ��qTF 02121 �OQ� SMR V`A E ROpD) OF NE`I I DWG.NO.: FILE NAME: DWG.NAME: ISSUED: DESCRIPTION: SITE PLAN 6.1 A5 ISSUED TO TRE 81 DEPT. ADDITION TO SHEA RESIDENCE I T E C N O L O G I E S A.SITE S_SITE ARCHnsCfUURB PLANNM CONSMUCnON Sf9tv1C8S scA : PECONIC NEW YORK 13405 Main Rad,Matbmck New Ymlc l 1952 ii 1" = 30' 631.298.1129 fu:631.298.1128 ■ INSULATION NOTES : NOTE : FOUNDATION NOTES : PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO - NEW EXTERIOR WALLS: 2"X6"WOOD STUD R-21 FOIL FA HIGH DENSITY INSULATION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE Z INSPECTION AND VERIFICATION BY'CERTAINTEED' OR APPROVED EQUAL DESIGN ALL OF THE LOAD CALCULATIONS AND STRUCTURAL PLANS COMPLY - NEW ROOF' R-38 KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EQ. WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON AF& 2 ALL FOOTINGS TO BE CARRIED DOWN G UNDISTURBED BOIL O FOOTING SHALL . j BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING I CRAWL SPACE' R-21 N.Y.S. BUILDING INSULATION WITH PROPER WIRE TIES FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. ] STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM, INSTALLED AS PER .S. BUILDING CODE- BASEMENT BASEMENT PERIMRER. ANCHOR BOLTS TO BEAT LEAST TE IN DIAMETER AND tO" IN LENGTH WITH A NEW BASEMENT' R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE MAXIMUM SPACING OF 4'-0" ON CENTER BASEMENT CEILING. FA. INSULATION WITH PROPER WIRE TIES !l1���111 V I S. ' INSTALLED AS PER N.Y S. BUILDING CODE. MINIMUM 2-0" UNDER FIN. GRADE. 4 ALL CONCRETE TO BE 1:2:3 MIX, 2500 IS. CAPACITY UNLESS OTHERWISE NOTED - CRAWL SPACE WALL R-19, MINIMUM 2'-0" UNDER FIN. GRADE. C7 r OR SPECIFIED O 2 a N 5 IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE ASTM-145 WITH FULL MORTAR JOINTS CORNERS ARE TO HAVE CORES FILLED SOLID b WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO COURSES DOWN SEE NOTE 3 ABOVE - li. 6 PROVIDE 0 025"ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL ti PERIMETER SILLS. 7 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR W gl PRESSURE TREATED. I FOUNDATION LEGEND : NEW 8" POURED CONCRETE FOUNDATION WALL REFER TO DRAWING A3 FOR HEIGHTS I^V'V'-Vl 4" POURED CONCRETE SLAB WITH 6X6 10/10 W.W.M ON CLEAN COMPACTED FILL COMPLY WITH ALL CODES OF e'z' 5'-4" NEW YORK STATE &TOWN CODES PROV.T' 6 X V 6 X VD. AS REQUIRED AND CONDITIONS OF P. CONC. FTG. (T'P.) AP R VED AS NOTED SOUTHOLDMWNZBA 4'-11 5'-3° — 1 --- s' --• --- 6' 6 7 5 3111%� 2-7" DATE: BR# SOUTHOLDTOWN PLANNING BOARD FEE: m BY:S�r� SOUTHOLD TOWN TRUSTEES 3--1 0"' (} j2 W Y NOTIFY BUILDING DEPARTMENT AT +' 765-1802 SAM TO 4 PM FOR THE N.Y.S.DEC FOLLOWING INSPECTIONS: - �fA. - U O 1. FOUNDATION - TWO REQUIRED -� ^Q, ' 5'-6" ,_2„ } FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING IF 3. INSULATION ALL CONSTRUCTION SHALL 'l 14 '1 UJ 4. FINAL • CONSTRUCTION MUST MEET THE REQUIREMENTS OF THS`"", _5 BE COMPLETE FOR C.OHAL ----CODES OF NEW,YQRK STRTk,." ', LINE OF DECK ABOVE Z ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW —�., ------- ,•; ,(— - �• YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 5-g _ _ V.( RETAIN STORM WATER RUNOFF s'-2" s'-1 O^ PURSUANT TO SECTION 45.100 OF THE TOWN CODE. OCCUPANCY OR PFIOV. NEW BREAKER FOREp r ' USE IS UNLAWFUL 6-6" 9'-2" , EP-6"I ; EXISTING EXTERIOR STEP LIGHTS U WITHOUT CERTIFICATE Obp#�Ififl@CERTIFICATE! W OF OCCUPANCY - - -. - % vi a. Q PLUMBING FLOOD ZONE ALL PLUMBING WASTE &WATEA LINES NEED AGO F J COMPLY WITH CHAPT R TIO TESTING BEFORE COVERING FLOOD DAMAGE PA�4�TION _ _ — — _ _ _ _ _ _ _ — _ — 6" SOUTHOL'D TOWN', — " •• 4-11- 3 .. . — — — — — — — — — — — — — -- — — — — — — — — 9 PLUMBER CERTIFICATION p0 N07 PROCEED WITH ON LEAD CONTENT BEFORE FRAMING UNTIL SURVEY – -� CERTIFICATE OF OCCUPANCY OF FOUNDATION LOCATION . q . -- SOLDIER HAS BEEN APPROVED R USED IN L SUPPLYSYSTEMCANNOT PRov wwDowwELL P / EXCEED 2/f0,OF1'%LEAD. — '' ' JB - sr I 2'-4„ "IMMEDIATELY" op-TIFIOATION OF ENCLOSE POOL TO CODE UPON COMPLETION NAILING A CONNECTIONS / BEFORE "WATER" RFQUIREp.- / w 8' 7 PROy WINDOW WELLI �_4" P. CONC. AB ON COMP. n v fjl GI W FILL WITH W.W.M.6 X 6 REINF� 0 0 0 9 21 W m 8" P CONC. FOUNDATION WALL W/2-4-X12- 0. FOOTING (TYP. ALL) PROV W W M IN WALL ® ❑ W IS WS DARCc FOUNDATION PLAN ¢ .h 'SCALE: DWG, NAME: S�9TFOFNE`1'IyOQ PROPOSED FOUNDATION PLAN DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OFSERVICE, ARE THE SOLE PROPERTY OF THE ARCHRSCT. NO REVISIONS.CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AV7RIORQATION ��O BY THE ARCHITECT. ANY REPRODUCTON W PART OR WHOLE IS SM) Y PROHIBITED BY LAW. ■ GENERAL NC.OTES : ELECTRICAL= LE VV �.. LEGEND : WINDO LEG,19W : DOOR S�HE�tJLE : NOTE:ALL ELECTRICAL WORK TO'S, INA RDANCE WITH THE RULES AND ALL WINDOWS 708E ANDERSEN 4pQ 8ERIE8- FIRST 6$EDC'ND F"C:OOfl OC)QliO'. f( - 1. ALL WORK SHALL'COMPLY WITH FEDERAL, STATE,AND LOCAL BUILDING CODES REGULATIONS OF THE N.Y.B.F,U. AND A CERTIPYCATE FROM THE N.Y,B.F.U. 16 TO ' " - "' " AND,ORONANCES� BE PRESENTED TO THE OWNER A7 THE COMPLETION OF THE JOB. DOOR Ia '!'IEI -`" L E�pEF3147FI(`Jh1 LQ Tlplfi V1fIIwIDOW SEGS' 2. BEFgRE COMMENCEMENT OF WgRK, THE 04NT'RACTORB SHALL FURNISH THE NOTE: THE OWNER SHALL PROVID ALL L;IGHTIN"FIXTURES UNLESS OTHERWISE � 1 EXT'," ,�9f-d' � S'-D" WOOD- ®A9EF�Ii6l%0) NOTED.ALL OTHER'ELECTRICAL EQUIPMENT AND MATL. TO BE SUPPLIED"BY THE :PANEL' OWNER AND ARCHITECT WFPH COPIES OF ALL REQUIRED INSURF?NlC E ANP ANP R$EN BOLI R CAH - ELECTRICAL CONTRACTOR. REF RNiE' ORE G O. 'QTY. NOTE: 2 'ExT. S^Q" @,_gr, .'WOOD UcFI'� ,1131 T WORKERS COMPENSATION"CERTIETCA7ES AND NAMES OF ALL 9UdOONTRACTOR3. NUMBER W1D�iH,, HT 'REF. «+ 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND NOTE:ALL SWITCHESLAND RECEPTACLES TO BE'LUTRON', *DECORA"IN COLOR 3 _2'-e ' "B-S.. STEEL, I{"4I-I1i, . CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NCTIFfED OF ANY VARIATIONS O.N.O.,pOWNUGHT TRIMS TOBE WHITE. AO 2817 2':8 E716" 1'"T'7/4" 2 "A" 'FROM THE DIMENSIONS SHOWN. 4 PAIR 8'-O• 6s8" F.YYDbp DPI. S!MP`I'Q RAFT PORCH 4.THE C.DNTFiR.0 fl SffALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE A DUPLEX ELECTRICAL RECE,P'1 T.DOUBLE DUPLEX ELEC. RECEPT. B AW 251 2.4 7!e" 2'•4 718" 2 "B" g �RAIR _6,0" 1Y_8' F.WOOP 36L 91ANNdi "DRAWINGS UNi OTHERWISE NOTED. - - (baa DUPLEX RECEPLTACLE/GROUND FAULT INTE=RRUPT C TW 2462 2'-6 1/8" S-4 7/e' . 4 " - O `C" 6 . 2'-!I � 8'-8" MABoNR'E I:EFTF+WIN(Q 1ST PL$A'}"ir - if 5. THE CONTRACTOR SHALL'BE RESPONSIBLE FOR ADEQUATELY BRACING AND DU TW 2862 2'-10 1/0" 5'-4 WWI 2 - PROTECTING ALL WORK%rRQ CdN$TRUCTION AGAINST DAMAGE, BREAKAGE. INC DUPLEX SEPARATE CIRCUIT RECEPTACLE '- 2'-s" 8'-8" "TE - . HT$WVI'I6 :AIA CLAS- r�+ COLLAPSE, DISTORTION, Ankh MMALIGNMENT ACCORDING TO ALL APPLICABLE E TW 2452-2W 6'-01/4" 5'-4 7/e" 1 "E" CODES. $ WAIL SWITCH O PAtIW g'-0" S'-g" F WOOD Dqt-.8Wlbbp 2N0 FL. BECK °K" ,� } _ FO TW 2432 2'-61/8• 3'-4 7/g" s „F" 6.THE W4RK.OT F'F iT��"R SHALL PAY FORR AL PE MIT SHALL,AND'0 Aom RELATED LL REQU REDTO $ ® 7W 2648- '9 ., 2'-4" 6'-8" MA$i)t+bTE " Ft ByVINa 'MASTER ?F,A O - a 3•WAY WALL SWITCH . . INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 2W 5'-4 1/4' 4'-8 7/8" 2 ,re CEILING MOUNTED JUNCTION BOX - 2'-0" e'-8" MASONI7'E' ',. 8WN4 2ND FL. CLQS'. 1r�1 7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS {.� OH TW 2446-2W 5'-O 1/4" 4'-8 7/8" 2 W° 7 2'-4" 5'-e" MA$ONRE oCKdET .'MASTER Q(_D& F-t � �'$� p WALL MOUNTED JUNCTION BOX a, +`i RESPQNSIBLE'FOR REMOVAL OF ALL RUBBiRH FOR ALL TRADES FROM THE JOB SITE. JB I TW 2446 5'-0 1/4' 4'I8 7/B" 2 "I" O � O - • 9'-8' MA90Nk'I'£ IaH1'Suminlo ]MASTER 8. ANY"EXTRAWFOR ALL OR t.EGMMATE UNFORESEEN CONDITIONS SHALL BE � RECESSED DOWNUGHT (10(*) "LIGHTOILER" OR APPROVED EQUAL TOTAL 22 _ , 09 DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO �E EXTERIOR MOUNTED DOWNLIGHT (10gW) 13 2'-6" 6'-8' IW480NrTE RIaHTBWIINq STUDY STARTING ADDITIONAL:WORK. 'THESE UNITS MEET OR EXCEED THE FOLLOWINGIDIMENSIONS; 8-OOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS.RUNNING WALL MOUNTED DUAL SPOT LIGHT CLEAR OPENABLE AREA OF 6.7 SD.FT CLEAR OPEN+ABLE WIDTH PARALLEL TO THE FRAMING. PROVIDE'DOUBLE HEADER JOISTS AT ALL OPENINGS. NEW CEILING MOUNTED JUNOTION BOX FOR RECESSED EXHAUST OF 20"AND CLEAR OPENABLE HEIQHT OF24;WHEN APPROPRIATE REFER 70 CONSTRUCT 4MWM1Q8 FOR SIZES. �ec FAN/UGHT WITH DUAL SWITOIl AT WALL. "GROAN" HEAVY DUTY UNIT HARDWARE (STRAIGHT ARM OR SPOT ARM) IS SPECIFIED. 10,ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER, OR APP. EQUAL. 11, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK F EXT, MOUNTED LIGHT WITH FAN SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. SMOKE/CARBON MONOXIDE'DETECTOR; ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. SO TO BE HARD WIRED TO CENTRAL CONTROL BOX I d aT NEW STRUCTURED CABLE CONSTRUCTIQI'�i LEGEND : NEW EXTERIIDR PARtl`PI RI';X-6"WOOD STUD WALL W/ 1/2"COX PLYWD. dL EX7BRIOR SHF�}TIRING j�! RAPPED�TAPED), QUALITY EDGE SIDING EX "TRU-S SHEA =CPLOq 11"iG{! ,R APP. EQ RROV.1/.Q"GYP; BD.f�aCREWED/TAPED) CLR RI '4"','4.'4LO,NI,ki.�.9E�RL{M•&&R=21 FO14'FA¢jc INSUL. fHlkaH DENSITY). 3 11"2+ , CLEAR,'PINE Ciat;q IALTRiM ON ALL WINOOW3 & DOORS qLl, TO HAVE$`FOC3I.. TO JB RAGABOVE SHOWER ' NLzW 7NTIlSRIC1R PARTITION $ x,4+WOOD S7UU WALL VJCCFi 1/2"GYP, BO. s — �- ON GARAGE " I`�E1tJED/TAPE4)APpL.IEfl BQ'Tfi'S{DE`S. NOTE; PROVIDE MOISTURE SCRREIi`NED PORCH R IRT f�,YP,QD. (¢{P1EffN BO j A64,BA1'HFiODM WALL AND CEILINGS 20'-D" X 21'-0" PROV. OEMNT WALL QD. FbR ALL TILE AREA$ : / " I 'W�. INTERIOR PAINT-TO BE"BENJAMIN MOORE' U.O.N. ONE COAT PRIMER AND Q TWO COATS'FINISH (COLORS T.B.D BY OWNER)SATIN FIN.THROUGHOUT - _ - _ - ._ -._ ,_ .- '- " * >_ U.63+4. ALL TRIM HARDWOOD FNT•E NG-SE ECT Nt RED OAK 21 WW„ 16LB. FELT. ' TS OF CLEAR SATIN POLYURETHANE,) SUABF LOOFDUBE 3,(4"THICK PLYWOOD GLUED AND NAILED. - - --- - . - - _qI - - - -_ _ - __. - - - . - SUB FOR TILE AREAS TO BE SCREWED AND GLUED. - ._- - - - - _ _ _ _ _..._ .......- - __- - _-___ _ t Ll CERAMIC TILE- 'AMERICAN OLEAN' TILE OR APP-EQ. TILE TO BE INSTALLED OVER 1/2"CEMENT BOARD U O.N. WALL AND FLOOR GROUT TO HAVE - - _ .-yr _ - WATERPROOF ADDITIVE MIXED IN. -- -_ . ._ -_ - - - - --___ - - . . _ _ _ - ._a_ - - _ _ -_ _ _ uj DECK - � Rr\ PLUM'SI:NG LEG"END . $ARY,P JMlBING ROU NECESSARY N.Y.C. AND N Y S, - - - - 15 4" X 26'-0" BU (c ALL NES - - _ . PRO . SPLANS).FOL OW'ALL NEC COMPLETED. AND ALL INDICATED ., . _ U NECESSARX DRAT _ - - _ . . _ ON CV�1YpNSTRLICTION BUILDING Cb,DES'TH APPLY - N VALVES. - - -- - .. --- Lu Z OHS PROVIDE FROST FREE HOSE BIBS. 0 OS SHOWER HEAD �i a. INSULATION N' ©TES : - s - -- - - =EXISTING EXTERI ALL$: a'X8 WOOD STUD. R-21 FOIL FA. WIGH DENSITY INSULATION OR WALLS 2"X4'WOOD STUD. R-16 HIGH DENSITY INSULATION n \ L BY"CERTANTIEED" -8„NEW F.xteRIOFq{W 8Y'CERTAINTEEb'OR APPROVED'EQUAL. - - - --- ` - „( _ - � _J - NEW ROOF; R�38 KRAFT-FA. INSULATION pY'CERTAINTEED' OR APPROVED EQ. -_. 5'_9 .5 w ED 71 UP 71/4' O i 3 1 � � INT.ELEV. I„A„ 18,_4„ T l •--- _._ _ GREAT RM. oowNTq\ �10 ' � DIMING RML (/ m II I d 17'-4'X 26'-0” -- BABEME „ - _ z Z mgtg / U uj U TF ¢ # O O ~ OO try yy NN " -- - -- -- FEDA b a G� rcrlor9oti,'m 0 8 E1ST ELIII0 R PLAN � 1/4,r__,r0" ffpb�iwi-,W— DWG NA ' t EX.t$'F1 ru HC1W E,-AIREA = 1 ,314 SQ.FT. s�9>FO NE`NPFie3F ED PFiCF?E7 ' AkFg{TK#N = X541 �uQ.FI . FRC)Pd EMOK ADTDITPON = 340 50-PIT. 1$T: L. PIJ�N PSE' SUN ROOM ADtAT{ON = 374 $0,FT. TW*I, AREA' ON L, rc CY.- T A- 1 2-2" X 10"ACO °)l' - - .Y GIRDER - 2'X 1 AC 4, 2"X 1 O°AC F.J. s o. & fj - 2-Z'x10 C 2- 21'X 1 O"AGO ' I I •~ GIRDER 2"X 40"ACCT-__ ,DEcn 2" "O.C."(1YP DECK) I Jill 3- 1 3/4"X ,1 p' 2.0E -P l LVL jj 7 71 1 4"X 1t7/BJill F.J. @ ,6' O.C. IT I ' I 1 ST FL. DECK FRAMING - -- - . F.J. f® i8"QLQj_ 'J . 6eM ME 6Y6 F—mAm F.J. 16"O.C. (1YPJ I - I y.. I 1WWX 117 P P x 4. " +" 3 gp pp R. L0� F.J'. 4 - 4. F, I a w 2ND FL. DECK FRAMING PLAN gil ��\y��•NK N Tq oti�T � . � R �i r' I ' ST9T� F NBill E`N��Q� i �. Y h: , r GENERAL NOTES: ELECTRICAL LEGEND : WINDOW LEGEND : QPOR CH DDL� : _ NOTE:ALL ELECTRICAL WORKTO BE INI ACCORDANCE WITH THE RULES AND ALL WINDOWS TO BE ANDERSEN 400 SERIES. FIRST&SECOND FLOOR Doom 1. Al WORK$HALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES REGULATIONS Ok THE MY B.F.U.AND A CERTIFICATE FROM THE N.Y.S.F.U. IS TO - AND ORpINANCES. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB, Aw 1, p 400R ID R^ HEYCiHY � OPERATION �OCAT30N NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE WINDOW V DOW `SPEC) 2. BEFORE n ARC ITECT T C `PIE C THE CONTRACTORS SHALL FURNISH THE NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE i EXT. 9'-O" B`-O" ,WOOD ERHFAD G#ARAC'ii4¢R;IOA /IIS .t' E' Alin 4RG:HITECT WITH COPIES OF ALL REQUIRED INSURANCE AND ANDERSEN ROUGH ROUGH t 7 W OTiKE.-�"°I • .,:�'"PN£ATAON CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. ELECTRICAL CONTRACTOR q FERENCE OPENING OPENING QTY NOTE: PANEL ¢ EXT, &-0" 6'-6" WOOD 'T$'WINO _ oARAm EXT. V NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR NUMBER WIDTH HEIGHT REF. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND NOTE: ALL SWITCHES TRIMS E BE WHITE. $' 2'-8" SI.B" STF-€L RIGHT SWING' GARAGE p CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS AO 2817 2'-8 5/8" 1'-7 1/4` 2 "q" 4 PAIR 8'-O^ ii F. WOOD SWING REAR PORCH "I" U 5 FROM THE DIMENSIONS SHOWN 4. THE C'ONTRACTCR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE m DUPLEX ELECTRICAL RECEPTACLE DOUBLE DUPLEX ELEC. RECEPT. O AW 261 2'-4 7/8" 2'-4'7/8" 2 "0" fil DRAWINGS UNLESSOTHERWISE NOTED. 21-61/81, 6 PAIR 6'-0" ill F. WOOD DBL.SWING . BREEZE, "J" O �GFI DUPLEX RECEPLTACLElBROUNDI FAULT INTERRUPT © TW 2462 2'-6 1/8" 5'-4 7/8" 4 B 2'-6" 8'-8" MASONITE LEFT SWING QST FL, BATH �j. �N 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND C 1`/x'1. Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE D� TW 2862 2'-10 t/8` 6'-4 7/8" 2 y 2.6" 6'-8" MASONITE RIGHT SWING STAIR CLOS, yy e"+ PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, C e COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE EO TW 2462-2W 5'-O 1/4" S-4 7/8" 1 "E' r CODES. WALL SWITCH S PAIR 6'-0" V-8" I WOOD DBL SWING 2ND I DECK W. U 6, THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES. AND COSTS RELATED TO $ 0 TW 2432 2'-e 1!B" 3'-4 T/e" 5 "F' 9 Z_w 6'-8" MASONITE LEFT SWING MASTER BATH W THE WORK OF THIS CONTRACT. CONTRACTORS$HALL INITIATE ALI_REQUIRED s 3-WAY WALL SWITCH O TW 2846-2W 5'-41/4" 4'-87/8" 2 "G" en epi INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT JB CEILING MOUNTED JUNCTION SOX 10 2'-O" e'-e" MASONITE LIEFT SWING 2N0 FL. CLOS. a .+ 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS {h-� Q TW 2446-2W 6.0 1/a" 4'-8 7/8" 2 "H" 11 2'-4" &'W MASONITE II MASTER CLOS. F WALL MOUNTED JUNCTION BOX RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. J6 lO TW 2448 5'-O 1/4" 4'-8 7/B" 2 „I" 2 2'-6" 6'-8" MASONITE RIGIHT SWING LAUNDRY pen e. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE 10 RECESSED DOWNUGHT IOOW) "LIGHTOILER"OR APPROVED EQUAL TOTAL 22A' DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 10E EXTERIOR MOUNTED DOWNUGHIT 13 2'-8" 1 MASONITE RIGHT SWING STUDY STARTING ADDITIONAL WORK. 'THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING 0 B WALL MOUNTED DUAL SPOT LIGHT CLEAR OPENABLE AREA OF 5.7 SQ, FT., CLEAR OPENABLE WIDTH PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST OF 20"AND CLEAR OPENABLE HEIGHT OF 24", WHEN APPROPRIATE REFER TO CONSTRUCT DRAWINGS FOR SIZES $EF FANLIGHT WITH DUAL SWITCH AT WALL. "BROAW HEAVY DUTY UNIT HARDWARE (STRAIGHT ARM OR SPLIT ARM) IS SPECIFIED. 10. ALL FRAMING-LUMBEI TO BE DOUGLAS FIR #9 CONS.. GRADE OR BETTER. OR APP. EQUAL. 11.THE CONTRACTOR SHALL PRC ,TI i;;. SHOP DRAWINGS FOR ALL SPECIAL WORK 'OF EXT. MOUNTED LIGHT WITH FAN '/ 1 / E , '" NOT LIMITED TO. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK ALL%5l — 1,4vit'L^NC S NEI THE APPROVAL OF THE ARCHITECT BEFORE �sD SMOKE/CARBON MONOXIDE DETECTOR PROCEEDING. TO BE HARD WIRED TO CENTRAL CONTROL BOX •.]BT NEW STRUCTURED CABLE CONSTRUCTION LEGEND : NEW EXTERIOR PARTITION-2"X 6"WOOD STUD WALL W/ 1/2`CDX PLYWO. EXTERIOR SHEATHING(1Yt/EK WRAPPED &TAPED), QUALITY EDGE SIDING 13Y'TRU-SHAKE" - COLOR WICKER APP. F-0. PROV 1/2" GYP. BO.(SCREWED/TAPED) Cl. PINE 5" COLONIAL BASE TRIM, &Rl FOIL FACE INSUL (HIGH DENSITYJ. 31/2--WIDE A �9MIAL TRIM ON ALL WINDOWS & DOORS ALWHAVE STOOL. NEW INTERIOR PARTITION-2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP. BD. (GRIN SIM) FOR ALL BATHROOM WALL AND CEILINGS W Y PROV. CEMENT WALL BD. FOR ALL TILE,AREAS. INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND -- - O TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN THROUGHOUT - LI.Q.N. ALL TRIM SEMI-GLOSS. HARDWOOD FLOORING-SELECT #1 RFD OAK 2 1/4'W., 15LB FELT. - �® UNOERLAYMENT. (3 FINISH COATS OF CLEAR SATIN POLYURETHANE) SUB-FLOOR-USE 3/1 I': Y.Y':)OD GLUED AND NAILED 71 R '°'7F'TILE AREAS TO BE SCREWED AND GLUED. - - - ---- - ___ --- _ --- CERAMIC TILE- "AMERICAN GLEAN•TILE QR APP, EQ. TILE TO BE INSTALLED - _ - -_- - OVER 1/2`CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVEcn L— WATERPROOF ADDITIVE MIXED IN. - - ! ' --- - - _ ui_ PLUMBING LEGEND : - OF PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED - - - -- - -- - = - - = M, BATH r , ON CONSTRUCTION PLANS). FOLLOW Al NECESSARY N.Y.C. AND N.Y.S. -- -- -_ -_ _ -- - 1 ---__ -- - . "- -_ _ V_ BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL - - - - W Z NECESSARY DRAIN VALVES _ i __ _ .,� . _ _ i PROVIDE FROST FREE HOSE BIBS. - _ - III 06 SHOWER HEAD - U '; I� III � �1 I' I�I�I -- - - � cn d INSULATION NOTES : I� I I ' k - EXISTINGEXTERIOR WALLS: 2%4'WOOD STUD. R_15 HIGH DENSITY INSULATION I � BYCERT tJRE€D'O APP : I Li�`J i .c A -_ 1 J -- TION BY'CL:R"nIi!,X�D I♦P PROVED EQUAL GH DENSITY APPROVED EO. - - LL - __- - _" .'Trg - `i .• ;L.:' '`1 P f I" F> ",;° ' 9 WALLS: 2 Xe"WOOD STUD. R-21 FOIL FA. HI _ � - ,n I NEW ROOF: R-38 KRAFT'PA INSULATION BY CERTAINTEEU' ORA PRO G _. a0 I Ifl --- '__ 6' —3 1 - M - s,I __ _ — _ — .-.�. _ -_-._ =-f DECK — — — - - �a - PU A 6 - 7,_61' X 13,_O„ I � I I � ��" � so - 10 �� I I / �D _ c N I - - I F T IZ IL 0 2 0 D I _ I _ _ - i._ J\ Z Z LL m w = w w U U U Hg ID T O O GI it (� - � �tL t .., M . BEDROOM I II - ,_ III A t. ; ' I I :I FQ`P' o v 16,_21, x17,_21 ., I lir j,fl Q �O-t SCALE: .r a ui SECOND FL. PLAN SK-2 a"' ` , " II 1, r7l, 'DWG. NAME: EXISTING HOUSE AREA = 1 ,070 SQ.FT. sT9TF02121 yOQ� PROPOSED PROPOSED ADDITION = 442 SQ.FT. OF NE II 21ND. FLOOR ,HESE, WINGBABINS.TRUMENWBOFBElill ARE 1147N*6RRJI' 01-1- EAPCHF I OWG NO. A1OA "' 4H ANU/bR MC1O1wC1lION$ 8HALL 4EAI1t}YVEO NITHWRAU.1,'IOWZA OUTfFiEN fION 30 TMIE''AROHITIEl AAIY I00I.1i IN�_ OR WHOLE 16 STRICTL'!PROHIBITED BY LAW, A-2 i r' - i �I L tl I MAIM, 24' .A. --. -- . - - ? x x i I 1 - - - - -- -- - - --- - ------- EW-- t RRO`/. N 2 X 10 R P INS R.R. - ::- -- - -- .- --- -- '* THESEAR SONLY - - it i T _ - { L 7 - - - _.--_. .__- - - , 2"X 10 A.R., m NIS,O.Cl _ - - - - - _ - I I , 2- 1 3/4"X 11 7/ " G-P WM 2' t 4".X 11 7 2- 1 3/4" X 11 71. " -_ _ 2AE WL HEADED 2.0E lVL RID LBF.AIN &O LVL M £AM Ji- ROOF FRAMING PLAN .01a aeoq K NOT 9Cy�T a � s ;i 721 � t r ' PANEL LEGEND NOTE: Oyu REFER TOA 1 &A.2 WINDOW 8 DOOR SCHEDULES FOR PANEL LOCATIONS CONT. RIDGE &HIP VENT BY'COBRA" V (REFER TO TABLE 1609.1 .4) OR APP EO. (TYP. ALL AREAS) w 5 PANEL SIZE 1 1/2" #t8 WOOD SCREWS F AND #� OF SCREWS OTY 12 12 16 WIDTH HEIGHT �{ 0 fi'-O" < PANEL 6'.O" < PANEL 2'-O" < PANEL DBL.- 2"X t2" RIDQE BEAM z' REWS 0 12" O C SPAN SPAN < 8'-O" SPAN < 6'-0" HORIZONTAL- 3 VERTICAL- 2 PROV. 5 e" CD%PLYWOOD WSREWS lP 16" O.C. R F SHEATHING. OW ONTAL- 3 VERTICAL-3 3-4 X 3 4 2 ALL HOOF AREAS.) REW$ 01&, O.c ALTERNATIVE FOR OPENING PROTECTION ONITAL- 1,1 VERTICAL-6 3-8 X6-8 1 R O F 40 YEAR S. (T ASPHALTU REWS (D 12" O.C. ROOF SHINGLES. (TVP. ALL E S) 8'-O" X U-3" 1 WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" OVER F. LB FELT. PROV. "WEATHEROONTAL - 5 VERTICAL-B WATCH" UP 2'-O"OF ROOF EDGE. C7 M8 SCREWS ® 12"O.C. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS z „F„ HORIZONTAL-3 VERTICAL- 6 3'-5" X 6-3 1 z ,a.I aIEB SCREWS 12"O,C. SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. G" HORIZONTAL- 6 VERTICAL- 5 6'-3" X 5'-7° 2 (REFER TO SECTION 1609.1.4 ABD 1609 6.5 AND TABLE 1608.1 4) iZIll #8 SCREWS Q 12" O C, I Q e'-0" X 5'-7" 2 w en C1 HORIZONTAL - 8 VERTICAL- 5 #8 SCREWS (P16" O.C. TABLE 1609. 1 .4 HORIZONTAL- 3 VERTICAL- 4 3'-6" X 4'-2' 2 2"X 10" C.J. 18" O.0 - U J M8 SCREWS p 16" O.C. �j HORIZONTAL- 3 VERTICAL- 5 3'-7" X 6'-8" 1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS R-38 HIGH ' SITY FOIL FA PANEL SPAN < 2'-O' , PANEL PANEL 4'-O" < PANEL 6-0" < PANEL INSUL. (TYP OOR AREAS)FASTENER TYPE TYPE _ EX GYP. °.ALL Z-O" SPAN < 4'-D" SPAN < &-O" SPAN < 8'-D" EXPOSED AREAS • •_ • • • • • _ �� • j_-' • • •_ • 1 1/2" S6 WOOD SCREWS 16 16 12 • .. - , -• •� - • IJ • _,, . '• • • 3- 1 3/4" X 11 7/8" R-P LAM - • W/2- 5/e" STEEL BEAM 1 1/2" #8 WOOD SCREWS 16 16 16 12 • = I• • I _ - _ • - - 2" X 12" R.R. Q 16"O.C. -- • -- • • • • • • • • (TYP ALL R.R.) 1 3 4"X 11 7/8' GPI-65 F . 18" O.C. • • • • . • •• • • • • • PROV. DBL.- " X 6"TOP •. -- = • •� _ , - , � • •,� � • • • B" J • f "B" • _ _ • "• • • ' - 1 "CEDAR IMPRESSIONS" • • • - • VINYL SIDING TO MAT CH 1/2" GYP. BD. ALL - . • • i EXISTING EXPOSED AREAS. • • • C" -: i • R-38 HIGH DENSITY FOIL FA. . , 'i• • ' PR VPL E TOAKFL I ` - -- C X 8"WOOD STUDS . ( V2" ( F. PLAN FOR LOC.) (TYR'. • _ _ _ u COX PLY. SHEATHING. (TYP ) INSUL. FLOOR AREAS) I . O • ,� I W Y PROV 3/4" PLY. WD. SUB. FL. • • • • • . • • • • • R-21 HIGH DENSITY FOIL •_.- _ • • _ • i - - u • • - • FA. INSUL (TYP. ALL AREAS) U • - • • - -- - • •, _ • • - • _I . PROV. DEL. 2"X 6" CCA 0 n . ) 1 3/4" X 11 7 8" GPI-85 F,J.1 146" �11 . �� •1-_ . - : • • . . • SILL PLATE P. ,.J„ •' ' • • 3/ X 7/6"GP-LAM W - „F„ „E" 1-3 • "I" • : • • • • '� • WALL W/IV&XC. 010" D.FOUNDATION B M Z • • • • •,'- - u •" - - _"• (TYP ALL FOUNDATION.) R V. 4" D. 9TR, L COL. • • • • i - • 4" P. CONC. SLAB. P. CONIC. FTG. (TYP, ALL) r W rr FRONT SECTION W z 0 = W. -(� CL NOTE: ALL STRAPPING TO GO BENEATH D EXTERIOR SHEATHING. (TYPICAL ALL) (3) 2"X 1 O" CONNECTION OF WINDOW WINDOW HEADER TO EXTERIOR WALL. 2"X6" HEADER SIMPSON LSTAIB STRAP WITH WALL (12) 10d FASTENER STUD WALL SHFATHIN (3) 2"X 10" III III ONNECT10 OF WALL - - - HEADER I III i� SHEATHING TO WINDOW 2" X 8" BLOCKING JFK' L HEADER L� (2) 2" X 4" TOP PLATE STUDS ONNECTION OF WALL CONNECTION OF WALL SHEATHING D8 III Ill- SHEATHING TO 2"X 6" STUDS TO STUDS AROUND WINDOW HEADER' At -1 II (EXAMPLE) TRUSSBRACING STUDS (MT512) �BAND JOIST CONNECTION OF WALL SHEATHING FLOOR FRAMING TRUS$/RAFTER OWINDOWHEADER AR l - 1 RPSOP PLATE (EXAMPLE) 2" X 10"RAFTER - RAFTER BRACING MTS12 STRAP TWO, Mp# FLOOR KANT-SAG LST122 OR SIMPSON HL35 WITH (7) 10d X 1 1/2 FASTENER SUPPORT, FA"� P S A21 SAP H A -DOT- TO STUD AND RAFTER. COI4NECTi0N OF FLOOR FRAMING ° RIDGE WITH (16) 10d X 1 1/2 FASTENER ANGLE BRACKET PILE W BEAM (STRAP REQUIRED FOR 18"JOIST TO 91JPPORT-6EA1(A. SIMPSON L1'S12 N 31'RAP WITH (12) 1Od X, 1 1/2"FA TrzNER m DEPTH OR MEMBERS WITH SLOPE INTQ FLOOR JOIST AND SUPPORT BEAM STUD TO STUD OF 7/12 OR GREATER) DBL. MICROLLAM (CS16) +:•_ BIRDSMOUTH CUT 7 CONNECTION OF FLOOR FRAMING Dg S 10d NAILLU S OR STUD TO BAND JOIST 2" X 10' R.R. LOW END 'OF JOIST ONLY Al -1 OR] Al — 1 16d sIN S CS EXAMPLE EXAMPLE= ¢ ° W O.C. VERTICAL I (csls) (EXAMPLE) (EXAMPLE) 4" O.C. HORIZONTAL HEADER ANCHORAGE (LSTA18) JOJ ROOF SHEATTNG TO WALL STUD T W STRONG-WALL CONNECTION OF RIGDE D1 CORNER CONNECTION D2 TRUSS TOP PLATE SHEARWALL (TYPICAL AT BEAM TO ROOF RAFTER Al - 1 (EXAMPLE) Al - 1 WALL STUD EACH CORNER) (EXAMPLE) )ANE o pW WQ PROV. 11 7/8" BOX BEAM -Pq06 WITCHED SILL PLATE TO WALL STUDS f!J VJ OPHDB WITN FOUNO%P12) SDS1/4 X 3 USING USP BEARINGBOTTOM PLATEFASTENERSPLATE FASTENERS(HOPS/LBPS) CLIP ANGLE (BOTH SIDES OF BAND JOIST � aeo a1 SCREW THROUGH CONNECTION) MIN. LENGTH = JOIST DOUBg �K NOjy< 1 WEB DEPTH MINUS 1/2" TOP PTWO- MEMBER FLOOR SUPPORT BEAMSILL PLATE TO BRACE AT EACHFOUNDATION FLANGE(Bp) B SCREWS (4 PER LEG 91LL PLATE TO 0 75"X33 MIL PILE QONNEDTIDM OF WALL TO FLOOR FRAMING Q -I SCALE FOUNDATION PROV METAL FLASHING METAL HURSIMPSON LS7A18 $TRAP WITH '' 1/4"=1'O" USN4 USPBEARING AT ALL WINDOW SILLS. CONNECTO (12) 10d FASTENER DWG. NAME PLATE FASTENERS (TYP. ALL LOCATIONS) (HBPS/LBPS) WALLSHEANG SIMPSON LTTP4 STRAP (12) 1Odd X 01SUPPORT ST9pF O'2121 yO� BUILDING Q OF NES SECTION METAL FASTENER SCHEDULE e X- BRACING D3 CONNECTION OF TOP Dg CONNECTION OF WALL )(EXAMPLE) Al - 1 JOIST TO HEADER JOIST D4 WALL PLATE TO WALL STUD. Al - 1 T FLOOR FRAMING.EXAMPLE pSAS (EXAMPLE) Al -1 (EXAMPLE) ARE ESO°N° ei"r oFM 1E RGNITEC6TfCE THE SOIE P Nuo'�F�tp�,BIONS,CWANQEB.AND/OR MODIFICATIONS R.."'LL iiBE ALLOWED wl Wry TWRITTEN AL OR2T10N - OR OApO{iRECT, AW ABPRODk1CTON IN PART LE ISSTRICTLY PROHIBITED BY LAW. -_ _ _ rt ]:'._� Y F• i.- a :Fy __ 4 , b r 1 _ T _ �V r, _— F al n — --s _ k re � T"j� ��]p J � =A,h—:—SIrF.T._..:�,_,.., •.3,n-_:v,l_=Y+.-+:.-.� _ � � ZI-. R -� _ I r Fr; , r I �r , 1 I 12 El rT 1 A T FF O TEL EVAT ON „ f •" f o A TOP OF RIDGE es TOR OF 3RD FL, dfl" TOP O,F CISi. _ 1 L I Li 4 U 0-' V.I.F. . . . ..., - _.._ 76R OF 2ND FL. , - - - - - - - - — — — Top OF CIQ, T •,, � !7. C ��� ��?�� f +"�� ._ � d ' •I r r } t Y ry C r ! ti ' fi [ s .T ,r L. � i } j it a x, r I Mf A S < T T of + F a Cn _ F � Yq ,-r r - 4 A e � - L S t T ] — 1 4 I TT 7 j T A 1- �1 F d A X }.� { T ' r Zr a I 4 r� TTS`; f O r s – T Z T m F TFL.R 73� 7 O 4-4 A+-7•. , P. CONC. WALL NEW BASEMENT WINDOW 121 LEFT SIDE ELEVATION —GRAVEL SIDE E;L VATIC, N qr XEI ' � FOFNEWy �• � `JI�ClONS RAVEL ry y T�tdI�D`€iAYh . 7'SK, � ,M3[@CT E' ., ' NO:: -hN FIOAI. 110N a � 9 Y A-4 r,.. - , I crI .� __...J_ - _ -�S._..__ _:-.__ ._. __.+ .__,-.__ _.. _T_-c.. � _.4 -._._J._�_.y.� __ �_.�rti-*r�..�_. -.w _:�_ _>�+-._-_ -..._a-SW--___vim �-_...__ •' _ . ,•. _ 4�� .«,il [p� ^ fir - ..._' - _ .,. .'a a._ ._. "fir - : _. , __ .� "� . :...� —' -� - `-_ .,k l .3 �,€ '' .• � _: � .} , "�.3 '' �t f , -.__. . - - _,a.Qt - . . . .. -. .. - ., ,- i k'.-" n _ 54•• 1 - 1m.. �.;� , . , � �r ,� - _ t - � .It � ��I LA _ v _ _ � T 1 tt � t 7I i "T �4 1 d J� ' F 1 [S1 v- 77� � Ji.L iJ, 01 0-j �. '-VII"-DOY ItI den I i 77 now OWN I I , m ¢k-ilNt3 ORQM I- ED sNN". " I 1 { I tv oi . . . dna X11 .ttQo •� INT. ELEV INT. j1.-EV !L5' srq,F�,�, �� P o�HsiOLENMI 0 1 f > M I r f FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SWEAR UPLIFT STRAP CONNECTION REQUIREMENTS CONNECTION REQUIREMENTS (ROOF-TO-WALL WALL-TO-WALL, AND w 5 PRESCRIPTIVE DESIGN TABLE 3 2 (AMERICAN FOREST 8 PAPER ASSOCIATION _ ' � _ _ _ _ _ ___ _- - ._ .- - PRESCRIPTIVE DESIGN TABLE 3 3A ALTERNATIVE TO TABLE 3 3 (AMERICAN FOREST & PAPER ASSOCIATION) WALL-TO-FOUNDATION) z CONNECTION NU FBER ROO�SPAN - � 90--� I - 100 � - � 110 �- ,20 _-- FASTEST-MILE PRESCRIPTIVE DESIGN TABLE 3.3B ALTERNATIVE TO TABLE 3.3 j M'i U 1_ S U L S U L S U L S 1/2"ANCHOR BOLTS (AMERICAN FOREST & PAPER ASSOCIATION) 90 100 t 10 120 O '� ( ) - - I-_ - .- __ 1 _ ST-MILE WIND SPEED N STORIES REQUIRED CAPACITY OF CONNECTION (ILBS)i ' -_ (MPH) FRAMING SPACING ROOF SPAN NUMBER OF BD COMMON NAILS I (FT ) END OF 1-1/4" X 20 O "- -- -- - -- - --� --- _-29 ---.- - - 90 100 110 t20 GAGE STRAP'' 20 58 681 2fi4 - 681 206 68, 291 681 —- U 12 2 3 3 3 O O '� N 24 89 \ 325 260 358 WALL HEIGHT MAXIMUM ANCHOR BOLT 16 2 3 3 4 Z SILL PLATE l-O \ ! RAFTER/ FOUNDATION 2 28 119 \ 3B6 31n I 426 CEILING JOIST SPACING (IN ) (FT ) SPACING (IN ) (CRAWL SPACE OR IN i p y IN BASEMENT) 32 149 N.A. 447 .A. 368 ! ,ry, 493 20 3 4 3 4 Z J CODES 36 179 l 509 ------- ---422 561 - - ----- — ---- -- N .A. 16 24 3 4 4 5 0. 24 58 143 421 128 76 421 206 13 421 291 254 421WALL 16 8 3 3 3 3 28 3 4 4 5 PLATE TO�OM 28 89 \ 1 7D 260 358 10 3 3 4 32 4 5 5 6 FOUNDATION - - 2 32 119 \ 211 314 426 36 4 4 5 7 36 149 253 368 qg3 1 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS U4 CONNECTOR UPLIFT LOAD ppGG N (SLAB-ON-GRADE) 179 N.1�,. 294 N N . 422 N 561 OR EXCEED THE WHEN CEILING OISTS ARE INSTALLED TABULATED NUMBER OF NAILS REQUIRED.LLEL TO RS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL Ln CONNECTOR LATERAL LOAD (PERPENDICULAR To THE WALL) Fri G FL ci b --._ - —_ TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED S = CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) U = CONNECTOR UPLIFT LOAD TO A 2 X 6 TOP PLATE ' TABULATED A C (LING REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD LOF YS PSF (2/3 X 15 L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) PSF) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT S CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE CONNECTOR SHEAR LOAD (PERALLFL TO THE WALL)- (CREASED BY 1 NAIL AT EACH ENO. ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1 1 4 = FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF) OF NAILS SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY O 70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT FULL WALL ABOVE LOCATED WITHIN 8 FEET OF BUILDING CORNERS 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATTACHED WITH BD NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS) FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3 3 (AMERICAN FOREST 8 PAPER ASSOCIATION 90 100 110 -__120 / � \\ _ � / ROOF SPAN LY SPACING (IN.) (FT) S I I REQUIRED CAPACITY OF CONNECTION ((LBS)'-' rLL ! W 4' 12 t93 191 260 264 \235 280 341 284 280 427 339 280 U 0 16 23� 325 421 526 r'� } 20 282 386 500 626 2j 16 24 327 447 580 726 W Z 28371 509 660 826 32 416 A 570 740 927 36 461 632 820 1027 U' = CONNECTOR UPLIFT LOAD -� - L' CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) 4'-9" � W S CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) 'fABUI_ATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF) ` TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0 70 AND 0 85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 3' 2' ' TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO'WALL OR WALL-TO-FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE ' TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE Z PERMITTED TO BE MULTIPLIED BY 0 80, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS \ o a RESISTING LATERAL & SHEAR LOADS — --- L— -- — PRESCRIPTIVE DESIGN TABLE 3 2A ALTERNATIVE TO TABLE 3 2 (AMERICAN FOREST 8 PAPER ASSOCIATRON) 1/2"ANCHOR BOLTS 5/8"" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 90 00 ,20 0 120 _ 1 - 110 90 100 11TOILET, BATH , AND SHOWER SPACE ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT SCALE: V= 1/2'' CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN ) SPACING (IN.) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL' 23 36 3 19 28 WALL PLATE TO FOUNDATION" 1-3 STORIES -- (SLAB-ON-GRADE) F.' 36 57 U = CONNECTOR UPLIFT LOAD - - — -- --, L CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) — r _ D S - CONNECTOR SHEAR LOAD. (PEHALLELTO THE WALL) Y" W w ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1 1.4 ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF) S 3 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O C (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3 4 4 W ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O C (421 PLF) BUILT IL IN ACCORDANCE WITH SECTION 3 4 4 \ ¢ R ll W I I ¢ 2: ¢ D 0 0 0 7 F— SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS w w w m RESISTING UPLIFT CO v v 0 0 0 of PRESCRIPTIVE DESIGN TABLE 3 2B ALTERNATIVE TO TABLE 3 2 (AMERICAN FOREST 8 PAPER ASSOCIATION) D O D DW W w w wm 1/2"ANCHOR BOLTS 5/e"'ANCHOR BOLTS N M N N 0 FASTEST-MILE WIND SPEED FASTEST-MILE WINO SPEED - (MPH) (MPH) -E, "k,91" 07 4 v O m so 100 110 120 so too 110 120 G�O�FPNKN gcpyi.\ m N m < 4 ANCHOR BOLT MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT ^�,,� SCALE' FOUNDATION SUPPORTING _ `^„%' �O� 1/4"=1 'O" CONNECTIONL ( ) .If SPACING (IN ) SPACING IN. i SILL PLATE TO FOUNDATION` va��stoae PER r DWG NAME (CRAWL SPACE OR BASEMENT) I-3 STORIES 72 72 72 72 72 72 72 72 ��� NAILING L — — �qT O27P1 OPS SCHEDULE WALL PLATE TO FOUNDATION 1-3 STORIES SOF NEw� PLUMBING (SLAB TO 40 33 28 25 51 42 36 32 RISER DIAG. PLUMBING RISER DIAGRAMDWG NO THESE PAS INSTRUMENTS OF SERVICE, ARE THEE SOLE OLE PRROPERTY OF THEARCHITECT �_ NO REVISIONS,CHANGES,ANO/OR MODIFICATIONS N .T. S. SHALL BE ALLOWED WTHOUTREP O ENAUTHORIZATION O THE LE IS SEDT ANY REPROOUCTON IN PART OR WHOLE IS SI RIGTLY PROHIBITED BY LAW. j GENERAL NOTES: PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CLIMATE AND GEORGRAPHIC DESIGN CRITERIA U1 WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA 1 FAMILY DETACHED DWELLING ZONE 11B MAXIMUM MAXIMUM TABLE 301 2 (RESIDENTIAL CODE OF NEW YORK) l HEATING DAYS = 5750 HEATING GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE F� COINCIDENTWET TEMP - 73 DEGREEE DAYS U-FACTOR R-VALUE R-VALUE R'.VALUE R-YAWS R-VALUE & DEPTH WALL R-VALUE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM - WINTER ICE SHIELD yy x SUMMER DESIGN DRY - BULB TEMP - 83 SNOW DESIGN DESIGN UNDERLAYMENT FLOOD r• E- WINTER DESIGN DRY-BULB TEMP = 6 ZONE 71 B LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP. REQUIRED HAZARD -- 5760 045 R-36 R-21 RI-21 R-10 R-9,2 FT R-19 DEPTH LOAD BEARING GLAZING UFACTOR -- 0.45 VALUE OF MAP # 36103CI 66 G 0 G CEILINR VALUE = R-38 EXTERIOR WALL R VALUE = R-13 EXPOSURE CATEGORY B SOIL 3.000 PSF MODERATE TO SLIGHTLY TO 04 U 45 PSF 120 MPH B "SEVERE" 12" FOOTINGS MODERATE ZONE 116 = 11` YES EFFECTIVE DATE HEAVY ' m FL OOR R VALUE = R-19 MAY 4TH 1996 CLIMATE-SPECIFIC REQUIRED & PROPOSED USG-16" U ^ TOTAL EXTERIOR WALL SO FT = 2.690 SQ.FT A a TOTAL WINDOW SQ.FT = 434 SO,FT PROPOSED MINIMUM NOTES x N TOTAL DDDR GLASS AREA = 15 SQ FT. DESCRIPTION FENESTRATION AREA = 449 /2690 X 100 = 17 WWR R-VALUE R-VALUE TOTAL SQ.FT AREA = 3,318 SQ.FT. -- - U W. WALL TYPE 1 8" P.CONC. 9' H R - 10 R - 1O 8" P CONC. FNDN, WALL ON TOP OF A CONT FOOTING 1 � � FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS Q WALL TYPE 2 2"X6" W.D.STUD R- 21 R - 21 2" X 6" WOOD STUD WALL WITH COX PLV WD. N MINIMUM ECATEGORY EQUIPMENT CATEGORY MINIMUM ROOF TYPE SHINGLE R - 38 R - 38 G X 4"WOOD STUD WALL WITH t/2" GYP BD OVER OUTSIDE AIR. j FLOOR OVER INSULATION INSU ATION U-FACTOR OR AREA OR P EQUIPMENT PERFORMANCE WALL TYPE3 2X4' WDSTUD R - 13 R - 13 2 NT INSUCCATION UNCONDITIONED DEPTH R- FACTORASPHALT F- FACTOR X PERIMITEq = UA E� l ' AF TIMBERLINE LIFETIME ROOF SHINGLE DESCRIPTION R-VALUE U - FACTOR X AREA = UA DESCRIPTION L� pfi O r^„ PERFORMANCE ^ < 0. ----- FLOOR TYPE 1 3/4" X 11 7/8" R - 21 R - 21 1 3/4" X 11 7/8" GPI-65 F J. Q 16" O.0 ROOF R-38 0,31 2966 SOFT. 919 BASEMENT WALL 2' R- 10 0.56 76 26 LIN.FT. 85,4 OIL-FIRED STEAM AND DOE 10 CFR PART 430 e n INTERIOR FLOOR R-2 i 0.31 3383 SQ.FT. 1049 HOT WATER BOILERS SUBPART B, APPENDIX N. AFUE 80% CEILING TYPE 2"X 10" N/R N/R 2"X 10"C J. @ 16" O.0 UNHEATED SLAB 4" R= 4.5 N/A 535 SQ.FT. N/A < 300,000 BTU/H. -- __ SLAB 4" P CONC. R - 9,2 R - 9,2 4" P CONC.SLAB ON COMP. FILL W/W.W.M. 6 X 6 REINS EXTERIOR WALLS R-21 031 3217 SQ.FT 997 TOTAL PROPOSED UA 85.4 -"" TOTAL AREA 5266 SQ FT WALLS, WINDOWS, AND DOORS DESIGN CRITERIA FHIHATING &7 COOLING - REF. TABLE R301 .2(2) RITERIA ZONE 1 1 B DESCRIPTION NSULATION - _ R-VALUE U - FACTOR X AREA UA AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) F.- WALL R-21 Uo=0.14 3217 SOFT 997 WOOD FRAME CONSTRUCTION DETACHED ONE FAMILY WALLS ZONE ROOF > 30" -40` X 1.53 ROOF > 30` - 40` X 1.53 WIND SPEED WINDOW R-3/ SQ FT 0 35 434 SQ FT 152 MODE HEATING OR COOLING 014 1 3 23.7 363 1 -303 -46.a 120 M/HR DOOR N/A 0.35 15 SQ.FT 5 -- - ---- ROOF CEILING 0 031 TOTAL AREA 3666 SQ.FT UNHEATED SLAB ON GRADE 4 5 BASEMENT WALL ab, 0.1 CRAWL SPACE WALL. 006 F_ GENERAL FLOOR PLAN NOTES NAILING SCHEDULE DESIGN CRITERIA W - REF. TABLE 1609.6.2. 1 (1 ) U 0 1 DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS) PRESCRIPTIVE DESIGN TABLE 3 1 (AMERICAN FOREST& PAPER ASSOCIATION MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba Z �1 2 ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. CONNECTION FASTENING SPACING } NO. COMMON WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS uj +uy VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE OVERHANG L 3 WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLANE (TOE-NAILED)©16" O.C. 38d PER RAFTER AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING MANUFACTURED LUMBER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 38d PER JOIST WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR 1 1 ROOF ROOF 4, ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILINJOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3 7) EACH LAP LG RODE ROOF ZONE ZONE L./d� TAPE, FLOAT, AND SAND (3 COSTS) ! TRANSVERSE 30`<ANGLE < 45" 25.7 17 6T204 14.0 9.9 -156 RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL 1 4 CEILING JOIST LAPS OVER PARTITIONS 120 v -1 (FACE-NAILED) (SEE TABLE 3.7) EACH LAP REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD 23 7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 5 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.4) PER LIE uj 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END rr 1 ALL WALLS, 2"X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/C. ALL OTHER FRAMING MATERIAL 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END TO BE 82 DOUGLAS FIR OR BETTER. - -- 2 ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16DP O R-3 SINGLE FAMILY � /R� E+SIDE-+NCTE p INTERIOR ENVIRONMENT 3 PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) _ 4-16D JOINTS-EACH SIDE _ OCCUPANCY FANCY & HT. C LASSI FI CA 1 IONJ SECTION 1202.4. 1 & 1204. 1 Q U OTHERWISE SPECIFIED STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. MIN REQUIRED PROPOSED NET GLAZED OPENABLE W 0 10 USE MIN. REQUIRED PROPOSED USE SQ FT OF AREA IGHT,SQ.FT AREA % VENT,SQ.FT ��y� 0 4. PROVIDE X-BRACING OR SOLID BLOCKING ATA MAXIMUM OF 8'-0" O/C FOR ALL DIMENSIONAL j - IS, HT./FURED HT SLOPE HT,/FURED HT LUMBER FLOOR JOISTS. 1 - I1 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES 1ST FLOOR 1 S FLOOR U 5 FLOOR CONSTRUCTION, 3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD //1 LLI APPLIED OVER SUBFLOOR GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS GREAT ROOM 50 SOFT. 454 SO.F-T N/R T6" N/R g'-O" GREAT ROOM 454 SOFT. 148 SOFT, 33% 85 SOFT. 19% 1 I JI CL 13 BOTTOM PLATE TO FFLOOR JOIST, BANDJOIST, ENDJOIST 2ND FLOOR 1ST FLOOR V 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED. __ ALL INTERIOR HEADERS TO BE (2) 2"Xt 0" UNLESS OTHERWISE SPECIFIED OR BLOCKING (FACES-NAILED) 2-16D PER FOOT M BEDROOM 70 SQ FT- 264 SQ.FT N/R 7'6' M BEDROOM 264 SQ.FT. 120 SQ FT 46% 70 SQ FT 27% 7 PROVIDE PULL SOLID BLOCKING UNDER ALL BEARING WALLS -- - - - fN/R 3'-O" 14 JOIST TO SILL, TOP FPLATE OR GIRDER (TDF_-NAILED) 4-16D PER JOIST M CLOSET N/R 64 SQ.FT N/R 76" N/R B ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED - - --- 9. ALHAVEL FLUSH BEAM AND JOIST INTERSECTIONS TO AVE GALVANIZED HANGERS 15 BRIDGING TO JOIST (TOE-NAILED) 2-BO EACH END - - _ M BATH 30 SQ FT 139 SQ FT N/R T6^ tN/R 81-0.1M. BATH 139 SQ.FT. 36 SQ FT. 28% 78 SQ FT 13% 10 TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR 16 BRIDGING TO JOIST (TOE-NAILED) 2-80 EACH ENO -__-. - , PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS M HALL N/R 53 SQ FT. N/R 76° MI/R B'-O" T. M HALL 53 SQ.FT 9 SQ.FT. 17% 4.5 SQ.F 7/16" OSB PLYWOOD 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER III 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK ----- '--- ----------- --- ----- ---- --" -'- -- 1 18 LEDGER STRIP TO BIEAM (FACE-NAILED) 3-16D EACH JOIST GENERAL ELEVATION NOTES 19 JOIST ON LEDGER TTO BEAM (TOE-NAILED) 3-8D PER JOIST I 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST 1 EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS. WALLS, 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT CHIMNEYS, PROJECTIONS. AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION22 STRUCTURAL PANELS BD (SEE TABLE 3.B) PRACTICES, 2 GENERAL CONTRACTOR 1"0 PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS 23 DIAGONAL BOARD SHEATHING 3 PROVIDE APPROPRIAI E SOFFIT VENTILATION AT OVERHANGS 1" X 6"OR t"X B" 2-BD PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT GENERAL PLUMBING NOTES 24 GYPSUM WALLBOARD SD COOLERS I7" EDGE 10" FIELD -- -- -"-- �1 25 STRUCTURAL PANELS eD IS TABLE 3 8) 1 PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND 26 FIBERBOARD PANELS SAFETY REQUIREMENTS, - Q W ''I 2. IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGE/6" FIELD In EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER 25/32" BD '3" EDGE/B" FIELD N - > GENERAL HVAC SYSTEM NOTES 27 GYPSUM WALLBOARD SD COOLERS 7" EDGE/ 10" FIELD w IL ---- --- --- -- 28 HARDBOARD BD (SEE TABLE 3 9) ¢ 0 ¢ D 1, MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS BD (SEE TABLE 3.9) F C 1 SAFETY REQUIREMENTS. O 1O O 2 HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 30 DIAGONAL BOARD SHEATHING ~ Z Z m EQUIPMENT SUPPLIER. 1" X 6" OR 1" X B" 2-80 PER SUPPORT W 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL Ill t" X 10" OR WIDER 3-8D PER SUPPORTF=- CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL. - 31 STRUCTURAL PANELS W W W W O EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 oR LEsa eD s° EDGE/ 12° FIELD ] ] ] ]¢ GREATER THAN 1" 10D 6" EDGE/ 6" FIELD N N co N OLL 32 DIAGONAL BOARD SHEATHING FDA Pu In o v, o 1 MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. G (IQ P{dK N6jg90 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR 1" X 6"OR 1" X 8" 2-BD PER SUPPORT m N m r N carr, W ry N 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5 7 SQUARE FEET 1" X 10" OR WIDER 3-8D PER SUPPORT Q' SCALE: 4 MINIMUM OF 5 0 SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGSS>mr` 14 1/4"=1'O" NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. 5. MINIMUM NET CLEAR OPENING SILLHEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, IF WALL SHEATHING IS NAILED CENTER AT EHT PANEL EDGE s r G. AM WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED TO OBTAIN HIGHER SHEAR CAPACITIES, ES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE ONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, OF-9TF. P NNIP'ES ENERGY �QQ 6. MINIMUM OF 9 SQUARE FEET IN HORIZSHALL BE USED TO MAINTAIN THE LOAD PATH (ENCROACHMENT OF 6INCHES PERMITTED FOR LADDER OR STEPS), ' WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 7 PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER CALCULATIONS FOOT, THESE DRAWINGS AS INSTRUMENTS OF9 , S. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM ARE THE SOLE PROPERTY OF THE ARCHITECT. NET CLEAR OPENING REQUIREMENTS - SH LL BEIONS.CHAWED WIT�gpAg�pNiLWRI TEN AUTHORIZATION DWG. NO.' 1 9 BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM OR WHOLE IS BIAiCTLV PRS irlml.f.O eY W�R¢ATION INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. lav THE AROHrtEGT. ANY ROPUCTIOM IN PART