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HomeMy WebLinkAbout43405-Z Town of Southold 1/14/2021 P.O.Box 1179 ' 53095 Main Rd ��j�! ��O's�✓ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41740 Date: 1/14/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3245 Beebe Dr.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-9-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/11/2019 pursuant to which Building Permit No. 43405 dated 1/18/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including garage converted to living space, covered porches, deck and entry, to an existing single family dwelling as applied for. The certificate is issued to Charters,Brittany of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43405 12/22/2020 PLUMBERS CERTIFICATION DATED 12/29/2020 u Bugdin /'Aut$riy ignature ©�SUF of ��co TOWN OF SOUTHOLD a oy� BUILDING DEPARTMENT TOWN CLERIC'S OFFICE py • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43405 Date: 1/18/2019 Permission is hereby granted to: Charters, Brittany 3245 Beebe Dr Cutchogue, NY 11935 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 3245 Beebe Dr.,Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-9-4 Pursuant to application dated 1/11/2019 and approved by the Building Inspector. To expire on 7/19/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,199.20 CO -ADDITION TO DWELLING $50.00 Total: $1,249.20 ui ding Inspecto Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. (Z/ZO/Ip New Construction: Old or Pre-existing Building: (check one) Location of Property: �7Z`(j A�el4.e p(,-. (11 "'e- House No. Street Ha let Owner or Owners of Property: r- A ` Suffolk County Tax Map No 1000, Section Lb Block Lot Subdivision [ '�1 Filed Map. Lot: Permit No. "6 v Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Final Certificate: (check one) Fee Submitted: $ pplicant Signature sovj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� sean.deviinCaytown.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brittany Charters Address: 3245 Beebe Dr city,Cutchogue st. NY zip- 11935 Building Permit# 43405 Section: 103 Block 9 Lot- 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Modern Electric East License No: 55447 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition IX I Survey X I Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 49 Ceding Fixtures 13 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 49 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Elec Ceiling Fan 5 Combo Smoke/CO 2 Transformer UC Lights 2' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 31 4'LED Exit Fixtures Pump Other Equipment W/D DW, Fridge, Gas Cooktop, Central Vac Notes. AS BUILT NO VISUAL DEFECTS " Whole House Wiring Inspector Signature: r Date: December 22, 2020 S.Devlin-Cert Electrical Compliance Form As 0 so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 COUN BUILDING DEPARTMENT TOWN OF SOUTHOLD DEC, .30 2020 W"C'7 N -1 90,1,111, OLD -!9ERT-IFICAT-I-O-N Date: Building Permit No. Y�9c)S Owner: (Please print) Plumber: C AlrArl.n. (Please prino/ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this aq day of 20 PO BARBARA H. TANDY Notary Public, State Of New York No, 01TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 Notary Public, county, SOF so/j, hod o� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm e�' 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN nn REMARKS: % 07 a Y �h (s �✓ T '' - DATE ° INSPECTOR QLnA PA— -i) �OFSoply # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE !VIOLATION [ ] CAULKING REMA KS: t � - DATE ql leelft INSPECTOR �o�aoF soulyOlo TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR lvk SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. courrr+, 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR # r4f so TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, ' 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] GH PLBG. [ °] OUNDATION 2ND [ INSULATION/CAUL- KING [V]- FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE &-CHIMNEY [ ]-'FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION- [ " ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a oylz DATE INSPECTOR - �oy�� Tyo 6 # # TOWN OF SOUTHOLD- BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [J] R UGH PL13G. FOUNDATION 2ND -[ ULATION/CAULKING FRAMING/STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION_ - d [ ] PRE C/O� �( l REMARKS: 1 C 7�C2[c, r OMIT-I�� W9 QrCAAOL- ' 44, Woi�t: ��i DATE INSPECTOR 0ES0UlyO� 417 LiU5SLi�� tee-Le - #. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 i INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ =] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/V ] PRE C/O REMARKS: DATE INSPECTOR " } b ` . �--- -- ,.. ... ti_ �_ ����� XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel,NY 11948 Brooklyn Office:204 2511 Street,Suite 203,Brooklyn,NY 11232 LLCBrooklyn Office:1075 Franklinville Rd,Laurel,NY 11948 Office Phone:(516)214-0160 Anthony Portillo:(716)572-4741 January 14,2020 RE:Carl Ruthinoski 3245 Beebe Drive Cutchogue, NY 11935 To Town of Southold Building Department: Per my inspection of 3245 Beebe Drive,Cutchogue, NY 11935,the rough plumbing,framing, and insulation was installed to meet NYS Building Code and the architectural plans. If you have any questions, please feel free to contact my office. DAf� Sincerely, �'��� Anthony Portillo, RA, LEED AP NA 037405 ypl� -®F Pik rF• s` FOUNDATION (IST) ff,A► dAA%11 /� f 1 ROUGHr I VAPLUMBING �- ���1 g 1 >� INSULATION • ENERGY . , op �. � ADDITIONAL COMMENTS Mme TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 'V�Kard of Health SOUTHOLD, NY 11971 .4 ets of Building Plans TEL: (631) 765-1802 / ._P.lanning Board approval FAX: (631) 765-9502 ��5� Orvey Southoldtownny.gov PERMIT NO. / Geck «-�tic Form -Ni-Y.S.D.E.C. tees Application meed Permit Examined -,20-- trTle&Separate Trus Identification Form D St rm-Water Assessment Form JAN 2019 Contact: C",( 04,)-c54, Approved 20�� 1i`Co: �zYti geztx �� Disapproved a/c C u�l��,us y_Mr /m � Expiration ,20 u g Inspe APPLICATION FOR BUIL G PERMIT v1 Date -0j 'r INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and re lations,and to admit authorized inspectors on premises and in building for necessary inspections. r6e ofapplicant or name,//if a corporation) &e& &, C,,�T,LOr,,,.o /1/( (Mailing address of app cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C&L-1 (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�roposed work will be done: Zk _.4 �e✓e, ��,y�• r �q House Number Street Hamlet County Tax Map No. 1000 Section Block l Lot i Subdivision Filed Map No. Lot 2 'State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and-occupancye-'(Zvou' L� b. Intended use and occupa4cy--'e17--;r,r( &W6-6- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal*-'- Demolition Other Work (Description) 4. Estimated Cost ���i`` 3 (To li i paid�on-filing this application) 5. If dwelling, number of dwelling units- Number of dwelling units on eacfilfloor 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 strictures, 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 Name of Fortner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zon• g law, ordinance or regulation?YES NO %Z 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No 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 IRED. 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. 18. Are there any covenants and restrictions with respect to this property? *YES NO-t—Z * IF YES, PROVIDE A COPY. STATE OF NEW YORK)p SS: COUNTY OF S�) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the nti (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. Sw rb to before me tiaia day o 20I TRACEY L.DWYER Notary Pub is NOTARY P IC,STATE OF NEW YORK )( No o1 DW6306900 of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2D� E , Scott A. Russell 0s111F1Z'r STORMWA\'7C']EIK SUPERVISOR �T ( STT l��l[A\lam A\G]EI��1[]El� 50UTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ff A. Clearing, grubbing, grading or stripping of land'which affects more than 5,000 square feet of ground surface. ❑M"'B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[3`C, Site preparation on slopes which exceed 10 feet vertical rise to J 100 feet of horizontal distance. ❑[4D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑El"E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[�F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT- (Property Owner,Design Professional Agent,Contractor,Other) S.C.T.M. #: 100 Date District NAME L-f�lr i"K ,yl0 K,� Id II Section Bloc L t FOR BUILDING DEPARTMENT USE ONLY Contact Information 6'31 qo� 1Y 7,v (T,1,phmeNumb,rJ Reviewed By: - - — — — — — — — — — — — — — — Date: Property Address 1 Location of Construction Work: — — — — — — — — — — — — — — — — �Zy ��e e nJom, Approved for processing Building Permit. � Stormwater Management Control Plan Not Required. �C�t , ill /(`13� ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM -# SMCP-TOS MAY 2014 �y1FFD1A�, BUILDING DEPARTMENT- Elec r' > QM� �o dry TOWN OF SOUTH �l DD Town Hall Annex - 54375 Main Rd PO Box 1179 '� as Southold, New York 11971-09Y e 2 ?m Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cDtown.southold.njA� TOWN OF SULTM0,1LD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: e��I P.� t;i�osk Date:�Zz Company Name: /Y1oLl��� 4 -c- & 4/V � Name: k` License No.: �j�j 6`t"� - / email: uT Al os /fdi .cv Address: ZY7 �e�5e� fir• C�� �e /i/Y '�93 Phone No.: 631 q43 !920 JOB SITE INFORMATION: (All Information Required) Name: Address: tiz Cross Street: WTIfovr 44`I Phone No.: r;31 33 5 yv email: BIdg.Permit#: R1°71`.N�,c to Gs X� -Cv✓'l Tax Map District: 1000 Section: i v 3 Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) W;V,f4, Or- P' // ` r Circle All That Apply: Is job ready for inspection?: &Y NO ou Final Do you need a Temp Certificate?: YES / (� Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground-Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION r 82-Request for Inspection Forrn As '2/1 I FFa1CC BUILDING DEPARTMENT- EleI TOWN OF SOUTH DTown Hall Annex - 54375 Main,,RPO. Box 1179 Southold, New York 11971,09NY -? 2M Telephone (63-1) 765-1802 - FAX (631) 765-9502 roger.riche(ifttown.s`outhold.nh ,�S Welft TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��� C��c��t;Kosk: Date: 2 / Company Name: /LlojevK fir.L -AX Name: (f4,r( License No.: rj 6 K"� ' / l� email: L f�T Jos fle .c Address: ZY7 gee5e� 10,-. ���aG� tie /P/Y /t3 Phone No.: �3( 443 (9 20 JOB SITE INFORMATION: (Alt information Required) -- - Name: .. Address: Cross Street: i.✓-i� QUI Phone No.: BIdg.Permit P. 3 yo h� email: t, r-7-,,tri to Gi -X1L cv✓'► - Tax Map District: 1000 Section: r a 3 Block: � Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Final Is job ready for inspection?: / NO ou Do you need a Temp.Certificate?: YES 1 Issued On Temp Information: (All information requited) Service Size ,1 Ph 3 Ph Size: A # Meters Old Mefer# —. New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground-Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Ute"" 82-Request for Inspection Form As z1 I PERMIT# A�d�dress: Switches Outlets GFI's r�Surface Sconces Vol" / t P t� H H's UC Lts Fans l y" Fridge HW Exhaust Oven Dryer 1 Smokes DW Service 1 Carbon / Micro Generator Combo Cooktop Transfer AC AH Mini Special: 1 Comments �i o�suEFol�-�oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P.D. Box 1179 N x Southold, NY 11971-0959 0 • y�ol � dap! BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Carl Q l gr,_ggiV � ;wogKi Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to.an existing commercial or residential-,structure to be constructed or performed at the subject property reference above will,,utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person su mitting this form): Ci,, ,y,,odk• Capacity(check applicable line): e� Owner Owner representative TrussReg15.docx Effective 1/1/2015 � 1 � �' _ `. 4 w � 7 - f � i i._n l .- y'�. � int Y �': � �..., ; � � y 1 f i �' A � i t ���! �� ,j .�: Y7 w'v ..;y �' S*v� �4\ ., .� � - � (' ,.. � .. 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'- _, r • � ''� .! f �.. `T .. � �. t: •'�T: � � � .. � ,,, .. �. a .� .. r.. .,.•.. �. � � . • ,• 1� � ` ; � , � , i � . . � � . i ® �� � � -� 'f 121 REScheck S® are Version 4.6.5 Compliance Certificate Project Ruthinoski Residence - 1,011 S.F. 1-STORY ADDITION Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,242 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3245 Beebe Drive NY Cutchogue, NY ,. ,«r pXi=3 3'- e{ ie , " 'k,did s"," 1;• �"`. - • 'i ' 0t. y6i,r`Y ,.•E,��t:`L�b:�m�< :6; 't"�,�', Compliance: 1.1%Better Than Code Maximum UA: 266 Your UA: 263 Maximum SHGC: 0.40 Your SHGC- 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,034 38.0 0.0 0.030 31 Ceiling 2: Cathedral Ceiling 340 22.0 0.0 0.046 16 Ceiling 3: Cathedral Ceiling 455 22.0 0.0 0.046 21 . Ceiling 4: Flat Ceiling or Scissor Truss 236 22.0 0.0 0.045 11 Wall 1:Wood Frame, 16" o.c. 873 19.0 0.0 0.060 42 Window 1:Wood Frame:Double Pane with Low-E 138 0.290 40 SHGC: 0.30 Door 2: Glass 40 0.300 12 SHGC: 0.32 Wall 2:Wood Frame, 16" o.c. 652 19.0 0.0 0.060 35 Window 2:Wood Frame-Double Pane with Low-E 9 0.290 3 SHGC: 0.30 Door 3: Glass 40 0.300 12 SHGC: 0.30 Door 4: Solid 21 0.300 6 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 803 30.0 0.0 0.033 26 Floor 2: All-Wood joist/Truss:Over Unconditioned Space 241 30.0 0.0 0.033 8 Project Title: Ruthinoski Residence- 1,011 S.F. 1-STORY ADDITION Report date: 12/13/18,+ Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECnREScheck\l06#18-090.rck Page'1 of,10 ��e V � i F a i b 1 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. `Z /4 luP Name-Title Signature Date Project Notes- Robert J. Gruber, RA. 476 Expressway Drive So. Medford, NY T 1,357* OF NEW Project Title: Ruthinoski Residence- 1,011 S.F. 1-STORY ADDITION Report date: 12/13/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheckU013#18-090.rck Page 2 of 10 J R SCheck Software VerMon 4®6.5 Eng stolon Chec H'st Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. IPlaeis°verified. ,Field'VeMlle- '# Ore-la�spestu®a�/plain°Review, = � , Co�pV6es? O.ore�rv6nis/Assuftfptiens: '\%slue, . !%aloe' - Re 103.1, IConstructiondrawings and ;�,°°�� �� _ ;�❑Complies ;Requirement will be met. 103.2 documentation demonstrate ,_ `,, ❑Does Not [PR1]1 ;energy code compliance for the : 7 ;building envelope.The i❑Not Observable i envelope represented on 14 .i❑Not Applicable ;construction documents. ;?❑Complies 103,1, ;Construction drawings and 103.2, i documentation demonstrate 1, ' �' ❑Does Not 403.7 ;energy code compliance fori ; �'•`' ,--,❑Not Observable [PR3]1 ;lighting and mechanical systems. ❑Not Applicable i Systems serving multiple �� =`" �" ;dwelling units must demonstrate i 1 ;compliance with the IECC E ;s !Commercial Provisions. 302.1, ;Heating and cooling equipment is; LHeating:W Heating.c s ;❑Complies 403'.7 ' !sized per ACCA Manual S based Btu/hr Btu/hr T❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ; Manual J or other methods i Btu/hr Btu/hr !❑Not Applicable j approved by the code official. i Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Ruthlnoski Residence- 1,011 S.F. 1-STORY ADDITION Report date. 12/13/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheck\lO13#18-090.rck Page 3 of 10 Secti®Bt; #' Foundation Onspectibn C®mpooes. 'Cerfim,en s%�ssurrapti6;ens'. & Req.B® 3'03:2:1, ;A protective covering is installed to ;❑Complies ;Requirement will be met, [FO11j?" 'protect exposed exterior insulation ❑Does Not land extends a minimum of 6 in below ❑Not Observable; ;grade. :❑Not Applicable 403,9 ;Snow-and ice-melting system controls;❑Complies [F012]2, installed. ;❑Does Not + j ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ruthinoski Residence- 1,011 S.F. 1-STORY ADDITION Report date: 12/13/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheckWB#18-090.rck Page 4 of 10 Section 'Plana �/erified Field Veriflied # Erirriieig% ®ugh=lei 1rsspectiors •Complies? Corneaterots/AssurrlQations Valtae; i/alue & 402.1.1, i Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 E❑Does Not table for values. [FRl]1 ;CNot Observable ' 1 :❑Not Applicable 402.1.1, i Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). , � � ;❑Does Not , table for values. 402.3.3, ❑Not Observable 402.5 :❑Not Applicable [FR211 ' 303.1.3 ;U-factors of fenestration products; ❑Complies !Requirement will be met. [FR411 fare determined in accordance l=,: �' :.�„�, . - - �• '1❑Does Not ' } with the NFRC test procedure or ; - y ' ;❑Not Observable ;taken from the default table. 1❑Not Applicable ' 402,4.1.1 ;Air barrier and thermal barrier r10Complies ;Requirement will be met. [FR2311 hnstalled per manufacturer's - I iy ❑Does Not instructions. ❑Not Observable 1 r ' '' `;❑Not Applicable 402.4.3 Fenestration that is not site built i❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting i.` :•, ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 i _'i �,❑Not Observable or has infiltration rates per NFRC ( ❑Not Applicable 400 that do not exceed code , limits. 402.4.5 ;IC-rated recessed lighting fixtures' ',p'' `1❑Complies I Requirement will be met. [FR16fz .-)sealed at housing/interior finish I- .7- ❑Does Not and labeled to indicate <_2.0 cfm ; _` _ ❑Not Observable ; {leakage at 75 Pa. c 0Not Applicable 403.3.1 ;Supply and return ducts in attics ( - - - M1 j❑Complies 1 [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable IR-6 where<3 inches.Supply and,, c ;. ❑Not Applicable return ducts in other portions of } f' ;the building insulated >= R-6 for ( l diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. 403.3.5 ;Budding cavities are not used as ±`" '- J'' ,I❑Complies [FR1513 ducts or plenums, I ;❑Does Not ; 7 � ;❑Not Observable -• �;❑Not Applicable 403,4, i HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]2I above 105°F or chilled fluids ;❑Does Not ' below 55 OF are insulated to>_R- ' 13. � ;❑Not Observable , S3 1 ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC "J';❑Complies i [FR2411 Piping ! ` '; • < i❑Does Not I❑Not Observable s i, ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- I❑Complies [FR18]2, I>_R-3. ;❑Does Not ❑Not Observable ` ;❑Not Applicable 403,6 ;Automatic or gravity dampers•are; : `❑Complies ;Requirement will be met. ''� 'i❑Does Not [FR19]z' installed on all outdoor air I intakes and exhausts. , 0 ❑Not Observable ' I ,;❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Ruthinoski Residence- 1,011 S,F. 1-STORY ADDITION Report date: 12/13/18 Data filename:\\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheck�OB#18-090.rck Page 5 of 10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Ruthinoski Residence- 1,011 S.F. 1-STORY ADDITION Report date: 12/13/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheck�OB#18-090.rck Page 6 of 10 Section plans Verified -Field Verrified, �# laiseatatgon inspection Value Vacua Complies? Comments/Assumptlions & ll"eql!13 - - 303:1 ;All installed insulation is labeled ❑Complies I Requirement will be met. [IN13]2lorthe installed R-values y IE]Does Not provided. :• 1❑Not Observable ;-.aj❑Not Applicable , 402.1.1, ;Floor Insulation R-value. ; R- ; R ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood F1 Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable : ;❑Not Applicable , ; I I❑Com lies ;Requirement will be met. 303,2, ;Floor insulation installed per f, p 402.2.7 manufacturer's instructions and k' 'j❑Does Not [IN2]1 ;in substantial contact with the ,,, k';. =I,❑Not Observable ;underside of the subfloor, orfloor' ❑Not Applicable !framing cavity insulation is in ' ` contact with the top side of ;sheathing, or continuous t !insulation is installed on the underside of floor framing and s, extends from the bottom to the :top of all perimeter floor framing f _ imembers. 402.1.1, ;Wall insulation R-value. If this is a; R- 1 R- ❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the !F] Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 !wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation !❑ Steel ;❑ Steel !❑Not Applicable ! :requirement applies(FR10). , 303.2 ;Wall insulation is installed per = =1❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. 1 ❑Does Not 'I❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ruthinoski Residence- 1,011 S.F. 1-STORY ADDITION Report date: 12/13/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheck�013#18-090.rck Page 7 of 10 � J Section' Pians Verified EieiVaue eci # Finai,inepection provisions Vague �omppl�ies? ,� C®inrnents/Assumptions & iteq.9® 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the valuenvelopeAssemblies 402.2.1, ;❑ Wood ;❑ Wood , ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ; �❑Not Applicable [Fill' ' , 303.1.1.1,!Ceiling insulation installed per I j❑Complies Requirement will be met. 303.2 :manufacturer's instructions. ;❑Does Not ; [F1211 ;Blown insulation marked every ❑Not Observable 300 ft2. _ ENot Applicable 402.2.3 ;Vented attics with air permeable ; ]EIComplies Requirement will be met. [F122]2 {insulation include baffle adjacent 1- J11Does Not ; to soffit and eave vents that `❑Not Observable !extends over insulation. I❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]' hnsulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies Requirement will be met. [F117]1 :ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ; ❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI411 cfm/100 ft2 across the system or 1 ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ;❑Not Observable handler @ 25 Pa. For rough-in ; ❑Not Applicable ;tests,verification may need to i occur during Framing Inspection. ; 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ' [F127]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total , ;❑Not Observable ; ;leakage measured with a ; ;pressure differential of 0.1 inch ❑Not Applicable , w,g.across the system including :the manufacturer's air handler enclosure if installed at time of 1 ;test. Postconstruction test-Total ; leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ; including the manufacturer's air ; handler enclosure. 403,3.2,1 ;Air handler leakage designated ` I❑Complies [FI24]1 ;by manufacturer at<=2%of 111Does Not ' design airflow. ;❑Not Observable ;❑Not Applicable 403.1:1 Programmable thermostats ;❑Complies [FI9]2 !installed for control of primary i !❑Does Not ;heating and cooling systems and ❑Not Observable ' ;initially set by manufacturer to I❑Not Applicable !code specifications. j ! pp 403.1.2 ;Heat pump thermostat installed ;❑Complies [FI10]? .on heat pumps. , �- ❑Does Not I. I❑Not Observable ; 4 ;❑Not Applicable j 403.5.1 ;Circulating service hot water ; �,❑Comphes [FI11]2, ;systems have automatic or ❑Does Not ;accessible manual controls. ;' c " ' ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- Ruthinoski Residence- 1,011 S.F. 1-STORY ADDITION Report date: 12/13/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheck�013#18-090.rck Page 8 of 10 J Section' Plans Verified Field Verified # ,Final Inspection Provisions Value Value Complies? Comments/Assumptions Se Gteep:I® 403.6.1 IAII mechanical ventilation system; {{`❑Complies [F125]2 Mans not part of tested and listed i f❑Does Not {HVAC equipment meet efficacy I❑Not Observable and air flow limits. {❑Nat Applicable 403.2, 1 Hot water boilers supplying heat ❑Complies [F126]? !through one-or two-pipe heating ❑Does Not ;systems have outdoor setback I❑Not Observable control to lower boiler water ❑Not Applicable ;temperature based on outdoor ; ;temperature. 1 403.5,1.1 Heated water circulation systems ' ❑Complies [F]28]2 I have a circulation pump.The ❑Does Not {system return pipe is a dedicated i❑Not Observable return pipe or a cold water supply) i❑Not Applicable :pipe. Gravity and thermos- { : ;syphon circulation systems are 1 { I not present. Controls for i Icirculating hot water system j pumps start the pump with signal J Ifor hot water demand within the !occupancy. Controls 1 automatically turn off the pump ;when water is in circulation loop I : is at set-point temperature and I no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ` ;❑Complies [FI29]2 `comply with IEEE 515.1 or UL i _ j❑Does Not :515. Controls automatically ;❑Not Observable I adjust the energy input to the T❑Not Applicable !heat tracing to maintain the ;desired water temperature in the piping. 403.5.2 Mater distribution systems that ; , ❑Complies 1 [Fi30]2 !have recirculation pumps that ! ❑Does Not ;pump water from a heated water ; ;❑Not Observable ;supply pipe back to the heated ❑Not Applicable :water source through a cold I ;water supply pipe have a j I demand recirculation water system. Pumps have controls I ;that manage operation of the } !pump and limit the temperature I ; of the water entering the cold {water piping to 1049F. _- I 403.5,4 ;Drain water heat recovery units t- ;❑Complies [FI31]2 :tested in accordance with CSA : I❑Does Not B55.1.Potable water-side ❑Not Observable !pressure loss of drain water heat ?❑Not Applicable i recovery units < 3 psi for + ;individual units connected to one I , or two showers. Potable water- side pressure loss of drain water :heat recovery units<2 psi for I ; ;individual units connected to ;three or more showers. 404.1 ;75%of lamps in permanent i❑Complies [FI6]1 :fixtures or 75%of permanent ! ❑Does Not ;fixtures have high efficacy lamps.;` �❑Not Observable Does not apply to low-voltage 1❑Not Applicable !lighting. 404.1.1 ;Fuel gas lighting systems have ! �❑Complies [FI23]3 !no continuous pilot light. ;❑Does Not ` I i❑Not Observable !, ;❑Not Applicable 1 High Impact(Tier 1) 1 2 Imedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ruthinoski Residence - 1,011 S.F. 1-STORY ADDITION Report date: 12/13/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheck�OB#18-090.rck Page 9 of 10 ' a 5®ctioro ='P70an9sified ' Field Verified �IFinal inspection Provisionse Value Complues. Com ien s/Assueriptions & Req.9® 401.3 ;Compliance certificate posted. , ❑Complies ;Requirement will be met. [FI7]? I ;❑Does Not "']❑Not Observable 1,. j❑Not Applicable 303.3 Manufacturer manuals for {❑Complies [FI18]3 mechanical and water heating ' ❑Does Not systems have been provided. - , _ :�❑Not Observable ;E]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title' Ruthinoski Residence- 1,011 S.F. 1-STORY ADDITION Report date: 12/13/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\REScheck\OB#18-090.rck Page 10 of 10 MCC Energy Efficodency Cert'dficate Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling I Roof 38.00 Ductwork (unconditioned spaces): .S Window 0.29 0.30 Door 0.30 0.32 0 Heating System: Cooling System: Water Heater: Name: Date: Comments I - GENERAL NOTES: Table 3.1 'Nailing Schedule 2015 WFCM Table 3.9A Rafter,/Ceiling Joist Heel Jdlfit Cann6otion Retluffembilits GIRDER CONNECTION TO HEADER ANCHORAGE DETAIL- - ' ' ' witinlyer of - I Number'of I .. . (Ote6CH6$6.AIt&n;iiit%,6 id Table 3.9) . I RAFTER TO RIDGE DETAIL ( INSTALL a- 16" ON CENTER ) - � RE5117ENTIAL CODE FOR ONE AND TWO FAMILY DIAELLIN69, 2015 EDITION. 1. p I e.laffi,rmom Nails SO.nes ribilsoilekill Roof ljve Load . RIVISE TE,� , I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM To THE INTERNATIONAL joirri b..c,; .,On - - .. I PIPE COLUMN I. 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED C7000 PRACTICE IN THE APPLICABLE TRADES. ;.. I � I . � I . .1 '. .I ROGFRAMINc . . . I . d I Or6undsillew(bad . . (INSTALL a EACH COLUMN) BEAM AND BEAM AND . : _. .1 z".., .1 .... -I I ", . I - STRAP L 20 p5f 1, 30 psf so psf STRAP � is&- USE "SIMI SON" C,920 COIL STRAP Ir - ---- ,. I � 1 �70jpsf / 16" MIN. .111 5. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR 1111fter 10 Top Plate goe-millidl jiieeT-.b,e 3,4411 (tee Title S AAI Oler r-Ittr - - a EACH RAFTER 16" O.C. SEE MIN. * COMMENCINS CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALING, NOTIFY C.0hifflaist t6 Top Plate flc,"itOLA) . ItteTali'e1U) j!-eTiVe3AAI pliq,trt . . . . I Roofs!!�(it) .. I . / . - TABLE 6A FOR CONNECTION 4 1 ee Twe 3.9,A) (ze�T*!rel,941 ei6fi lap I - . I . a tl6d*' . 1 24 1 ._3r,_y_5z_T 'R 1 24 1 REQUIREMENTS I 6ilmliIiIiiisitop.ranel Rafter jrk"ai t I.2 " 1 .3 r, :1 36 1 U, 1 24 1 ,16 . - ARCHITECT Or CONFLICTS. 611inglevrt tops Over PartitiDnff(Fom-nilrLdj IciiT.bi-e0A) coeii.bliikl iaieh lap .. Rafter , : I . � * . 4. ALL CONCRETE SHALL BE MINIMUM Fam 5,000 PSI 5TRENC7TH AT 25 17AY TEST. . Cotarrietiii Rafter itace-hillecij 1(rti Tobti 14 I flee Tabli 3.6) Pe-tie Ftafterslope - i .) ReWir0d Nuffilml'of 16d'Comnion or 40c got oet lifeel Joint Cotlinettiort,"k" I a I+ blockinj 16 Rafter(Toe-niffedl I Z-U 2_10d vji�e-4 - -- Spacing tin - NXIs . / I NO (NOTE AL1- EXTERIOR CONCRETE STEPS AND 6ARASE SLABS SHALL BE MINIMUM Fool 5,500 PSI STRENGTH AT 25 DAY IlitnaaartitaRfiftirlEni-no"WI . . 0 TEST) 11 I . I - .� . . I .2-ise �, �.0 3-16d I �ei�h ine . 12� 9 5 a 3. 6 9 5 13 6 17 :: :0 ., I . . 1. r .- I . . 1. 1� . . �, ;: I .. ,. s I ,�I-'/ : ,,-__ a < . .: :: ,.. . . . WALL�RAIAING . i. . : ; :4 1i 12 � I NOTE(. t� I.:, � - . I �, I :. . 4 Is to 4 : 0 :. : 0 a 23 LSTA21 1. 5. ALL FOOTIN(99 SHALL BEAR ON UNDISTURBED 501L HAVING A MINIMUM BEARING CAPACITY OF 5,000 L.B. PEP. Top Plate to Tills Plate rFace,nailed] I '.12-16d' . - - 311z . ; I . I � . . .. 2 li7 AI . LSTA21 � 0 0 0 RIDSE � . , 2-16d� I per fool 19.2 4. 9 12 5 to IA 1i 1 9 " 8 21 0 AT CATHEDRAL CEILING USE S.F. top Plstii lin Wersertionl; (Fao�timaeil) A-16d S-31511 laints-each tlie I. . . I .1, . I I � " S.A 0 . "SIMPSON" LSSV2IO HAN&ER a ..... . .I.I 24 .,S :16 �il 0 �. 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL BUILDING, CODE. AND LOCAL Studiottuti lr�w­ir;iled? 2-Ise ;i_im 24'6,r- ..... , In ,i� . ­12; is \i7 2.5 12 23 . _13 ; EACH RAFTER 16" O.C.WE CODES. Hiiciei to naider jrace_niuedj 1611 led 16'�.t iloil ed;ii I Iz ,.3 4 6 3 5 7 4 7 to - ' 9 13 . 0 TABLE &A FOR CONNECTION "' 16'. 3 5 a .3 6 9 "I. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND cmnnw BY N.Y.S. BoApj;, OF FIRE UNDERWRITERS. . Tait or sottOrn Plate to twti(End-AiOid) jri�Ta!i'�3SA� (feitiwiisiij pe-Itud 4.1i ; . 5 5 . a I' 17 HOOD (5IRVER ON A 4"X6"A/4" I REQUIREMENTS I . I . . . . , I r I : , �r . . I., IjJ A 6 9 14 ,7 It 6 It \G� 7 14 21 STEEL BEARING PLATE ON A . . . : . 6. ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN. Fba:815 P.S.I. UNLESS OTHERWISE NOTED. . aottarn hate in Flooijakt,llinjjaist,Emiijoiit :2.15d" 2.iseir pe A la., : iA . ".4. I: ,g :, 'n .5 , .5 111 I � 17 �1 26 5 1/2" DIAMETER STEEL COLUMN 0 at. ALL STRUCTURAL HEADERS TO BE (2) 2"Xb" UNLESS OTHERWISE NOTED. r I of slockin I st frici-.mined) I. 13. 3 3 .I 1 7. 13..; I / . RAFTER TO WALL DETAIL ( INSTALL a IV' ON CENTEP, ) ilt.bo*m4mlw I ­ . ", 5 4 6 3 6 a 4 7 .it 1, . � : . : . . *: I ... I . I - " 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POST'S AND AROUND ALL OPENINGS. : ., I . I Is 9 -4 .6 3 t :;t A 7 it\/ 5 ... - I ,.r J/ 11. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY CONSERVATION Joist to Sill,1 Top Plate or Girder IToe-noiledl 4-U A-1011 pe'lor. 5,Lz .. . ... § 14 Fl - 11tidginsiolairt PD&p6ile4l 2-M 2-IDd vich e,,d 19.2 i .9 7 j 6 9 5 9 11 17 --1- . ,I I I . I CODE REQUIREMENTS. 6tactinif to joistfroe-mriLdj 2-se . 2-iw eactl I"d 24 JI �d 9 .4 .7 .I! 11. 6 : I . 12. HABITABLE SPACE MST MEET EGRESS REGUIREMENTS, PER INTERNATIONAL RESIDENTIAL BUILDING CODE 0 l6tiltims to Silt arlop Pim.(r"ied) 3-Isd 4-it-d e.ac�bioti . �'G V� ,14 :" tedgef Strip i6 al�im(Faii-nniledj -- SINGLE STRAP APPLICATION . 12 3. 3 4� 3 4 3 :3 5� �E- . I . . �-ise 4-ju e;,c4 wst , 1 /iI; . , , (MULTIPLES MAY BE USED) F. SECTION R910.2.1 MIN. 9 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. HEI61­11T, 5.1 S.F. ON I laiitenteidgeriagnrit(Tai-hailed) 3-96 , IS 3 j 5 a 4 5 3 a "4 'I 10 '._�_ ,-,--TOP PLATE To STUD , ,: THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. � bemdkgrt to Jai"(Erid-vailed) . 3-10d plifies. 1.11 I .. . . s-ise it-ud 19a 3 4 5 a 4 6 j .� . ,---k- oq.;rt S/ 9 .4 6 12 / USE "SIMPSON" HIL TIE a -1 " '. . . � . . . ED. ta,�d)6i-ttasimotTgoolatilT,"*W.�iI I 4-led, - J-15d pir N.-i 24 . 3� .5 .. ., ,5 to is 0 " K/W ad COMMON 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. . ­ . . 7 �3 , 5 9 4 . 8 it use "SIMPSON" 0 14. USE SAFETY GLASS ON ALL HINDOM IN TVI3 OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS THAN 60" I­ ­ . I .1 I . 11 *:iOr.0EATHING � '. I - - .; I .1 b., '' I � ., . . 12 .3. 3 3 I 3 3 3 1 -.3 y 5 .3 \ 6 --LDPS 5/6" BEARING 0-10 ILS a EACH RAFTER, Wood Structwal Danek . .I . . . 4 .. 5 TOP PLATES 4 STUDS ABOVE FINISH FLOOR AS PER 2015 INTERNATIONAL RESIDENTIAL BUILDING COVE SECTION R-506 4 R-508.4.5. Dialianal 1 1�oawc!Sheetliinj Be lot lwlfoble!1.101� §:Ii 16 3 a 4 1 ! 13 4 3 6 3 : a PLATES AT EACH . . * . I . 1 15. &LAZINO SHALL CONFORM TO 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE SECTION R-506. .Vxli.or I"its, 2-Rd io . 3 9 4 § 4 5 3 5 I .a 6 :9. 4 I ANCHOR BOLT. I . . 2-10d vlertulacili'l I I . . .� I 1, . .- .� . * . A i4slo,or tRider . 1_" � 3-1011 11 pet T�;Poq . 24 ..3 4.. . .5 . 3 I 4 6 a 6 I '_9 4 �112 STEEL GIRDER ON A 5/6' STEEL .;4 . I. MOUNTING PLATE H/W 1/2" ,,.-J. ( INSTALL a 16" ON r,r=NTr=R ) . � � :� . I � . I ,�CE(UNGSHLATRING .., , , � 12 3- 3 ,4- 1 I? .. �,I . : . 3 3 3 j 3 3 4, 3 3 . CLIMATIC&GEOGRAPHICAL DESIGN CRITERIA- INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) - I : IS 1 . 3* 2 : � . 5 DIAMETER BOLTS ON A 5 1/2' 16 ISA6E 1 1/4"X24"MI JIV.. --- I - - Gyl Wallboard I Scicocllers� __ , I 5d cowers I -7,edge I 1-0,f_�Rlg: . . 3 3 3 3 3 1 5- 3 4 N. ��Vw � � T 12-12 . . . ' DIAMETER STEEL COLUMN STRAP TO TIE Dom STUD TO 1. , , ,,:7< 1 ISRCl"1 WIND DEVON SEISMIC SUBJECT TO DAMAGE FROM HINTER ICE SHIELD . I I I ... . ­ . I .. WAR511EATHIMG, I . : , . . I 1. 19.2 j a 8 3 3 4 3 14 6 4 t \7 BILL KATE TO F0JN1:)ATioN. , STUD TO SIL PLATE @ SLAB DETAIL I . I I 11 I I .. .1 . .. -_ . ... V40H SPEEDd TOP0&RN:`HIr, SPECtALHIND HIND-BORNE VES16N M;Z*T LINE - DESION UNDERLAY- FLOOD AiTA Wood Structural Panels ee toe (see TatileIll) . 24 ]Lj� 3 , 4 3 Ij I S..* 3 5 7 ;3 i '9 . LOAD (nrw EFFECTS k FMSION(O 9 ZONE M C,ATESORY g YEATHEIRI"a I r%q*Tu 1. I TERMITE a TEMP.f MENT HAZARDS h FIRMIZINS Struttwel FibeTttoard Pirw�li . I I -- I I _ REQUIRED Inxx(0 W1, - * " " .1 Hee'joint connections are not required wbe�l the ridge is Supported hyo Ica eating wal,header vit Odge beam designed to - - -_- .- � h P,plv�rc�61mi;,10 . i,leezl'!;t*ilwii resist the applied job&,, . I I � F1 --- - -_ so P.S.F. ISO MP.H. YES 1,500 OR LESS TE 11 REOUIRED N/A !::) , 10.12orll-ljz"�Ong,V7116,�!ezdl . .. I . ,�. . . . . I I .. . .1 I . USE "SIMPSON" Use eve other nail hole in a row to Y - 2 When intermediate support of the rafter is provided by vertical strutts or purlins to a loadbearinr will,the tabulated heeljoint � FLOOR JOIST BRIDGING GAGE r 25132, 11 to.;014;roof rig'.14-"l -: . - z: 05151 1/4"xI5 &A6E-- t� i6i - 3'edglits'piele connktionrecl4ir' *4htiihalrbeiparmifr - ' - provide 0 code-requirecl minimum ' ' 10-41 . . 'm .id to 6 mdt.�Ed pr�,pokion6l,y to 116 red6ctlbti in Span. 2 -3!A1*n1*3. 1heae) L.11 ., . I's I 11 . 11 6ALV. COIL STRAP 2! center-to-center spacing for nails FOR Sh I POUW PER SWARE FOOT 0.04161.kPa,I MILE PER HOUR . i t�61v-ii�k6niiiction-tairer-quiredfc-rc,-.,Irmtjol,stiorg-fl-?, ileid ii�iii�et I , . .. � ilii:.��I' I . . ng�o ap - a.HEATHERIN6 MAY REQUIRE A HIGHER STRENSTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY To SATISFY THE STRUCTURAL i��,timl W;Ifl,ow.f glil Itpoldri 5d twert 1" gi a,r�.Id . I REQUIREMENTS OF THIS CODE.THE HEATHEIRIN&COLUMN SHALL BE FILLED E IN WITH THE HEATHEIRINCS,INDEX,"NEGLIGIBLE, "MODERATE"OR Hartillosia ad .ad A i�bulatod 60 joint connection r"Orem ants do not ihe additional weiiht of the Cti*ing assembly. •. . I . P4/ (4)-lod 1/211 1 rll�c . (tee Table 1,11? ., . , . -.. = "SEVERE"FOR CONCRETE AS DETERMINED FROM FI"F;M R501.2(t).THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C,54, telloard0anab ad ad I' .3 Tabulated helifJo4nt connection requiremAnts assume caririgitlhisor rafter I m the : ' NAILS @ EACH END . . seerrarezew,el I . ra Ito attic Space_ 11 - � . 0 55,C 62,0-0,C,010,C,1211,C 145,0 216 OR 0 652. D.i I atomidr bi"Fcfihiiifllimli . I ..; 11 I Itto oi , z CONCRETE SLAB WIhenclerfrigiotstsov rvhirtieiv�e ricatid higher iiftk#�t.,jwjtji ii,4isb3summid! indi6iiibulki0eiljoiliniO.G.. � b.THE FROST LINE DEPTH MA'Y'REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R405-10).THE JURISDICTION SHALL FILL IN THE FROST I'lle,or I'xs' . I . ltiiibra . \ OF STRAP I(b 11 0.0 - LINE DEPTH COLUMN H"THE MINIMUM DEPTH OF FOOTING BELOW FINISH&RAVE. . 24a 2-1041 liertratrMn ionnicilon ieciulre'm'iints sh in 6 increased by thi iiloi 1116"W ii?ttOrS�l . � . e,.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE To INDICATE THE NEW FOR PROTECTION DEPENDING ON HHETHER THERE HAS BEEN 11 I-,Xijy at w1der 3-111 1 .3-106d per 3j;pOrt; .. 9 .1 . . . USE "SIMPSON" I A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. 7 I : ., I . . ... . & 4L0DR%HfATHING ,,: , , �% , , I I 1. . �I -jr Ceiling HeigW T.cv 11-feelMnItConpection. k: - - d.THE JURISDICTION SHALL FILL IN THIS PART or THE TABLE WITH THE HIND SPEW FROM THE BASIC WIND SPEW MAP[FIGURE RS0I.2(4)Al.POO __ I - I - ,,,-- . Plate-to4toof Ridge - lii�iom "SIMPSON" TYPICAL LCC,5�25-55 : __ Vlx5" LBPS 5/8" I EXPOSURE OATE&ORY SHALL BE DETERMINED ON A CITE-SPECIFIC,BASIS IN ACCORDANCE WITH SECTION RDOL.2.1.4. Wood Structural Panels �.-" I . . 11 I Adjusilment - 11 . : a.THE OUTDOOR DEVON DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 411-1/2 PERCENT VALUES FOR HINTER FROM .V Or IL's . zi ioe 91,i8g�e I III,rete It � ;�_? , '146ight(HJ-14n) -i INSTALLATION CONNECTIN& A 5 I . BEARING FLATE5 APPENDIX V OF THE! INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX 17 TEMPERATURES SHALL BE PERMITTED TO REFLECT greliter them I" lu led t"idgelirfleld . ill--T 1--lai-. . . 1 I 112 2,00 ,7 PLY LVL AND A 5 1/2" DIAMETER 11 0 EACH 5/8" VIA. P.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC VWf(5N CATEGORY DETERMINED FROM SECTION"OL2.2.1. 1"a5"or l"Mi, 244 i-jod p4ir ij tPort STEEL X 5" DEEP MIN 9.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE Or r*lwof.�idet, I-E� t-1w � . , . 1/4 i_A� I - CONCRETE MINIMUM - LOCAL CLIMATES OR LOCAL HEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. Diallarist fkard Shetithing .I 1�. � 'l-l"' - I . '_�� I . ,Ili 1.50 EL COLUMN NO INSTALLATION -THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD .1 . . per�djlport FLOOR JOIST ANCHOR BOLTS INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAft'MEW OF FLOOD HAZARD AREAS),(B)THE DATE(5) ; I ' ij� 125 Fc= 5,000 FE71 SPACED V-O" O.C. OF THE FLOOD INSURANCE STUDY AND(C)THE PANEL NUMBERS AVD DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FEWMS OR OTHER 11.1:1ir;ret-jirerreft are tlistij on wo sheathingnliied 6-nches ve,ce,terat tfm pineltdile-Atern;dve H2;1,�rscl,edulez Ili4 r �' 1/15 tio, INTALL CROSS BRIDGE MIN. 8'-O" be Uied where will 3hettHZI;rillirs is Teil-ided.f or j1'2rr*, t,?F Willi!04ztf-',Ig: lilri"ed 3[rc*hes on-eerier at the peel edge to .. O.C. STRENC7TH AT 2a - FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. obtalm: K,gbe,Arz?,iiipiciiier itat0r,trei�u;rerrerti�ar rtructo,ml me-mbem voltill be datlifed,or i-termaje jonreciot:A I Via; i1i AS PER :2015 EDITION h.IN ACCORDANCE WITH SECTIONS R0105.1.2,R4105-4-51r,R`10535-1,R`105hSin R`105-1-9-1 AND R0105-6S.L,WHERE THERE HAS BEEN A � I .ztj be -4------I - I • DAYS to�,iinit',,.?the load pt;ti-.. Note,Lateral deflectim of th 1§rafter below the rafter ties mgy exceed 3/4 Inch whein rafter ties lire located ab6v4 6ine-t**h,wd 0,f DECK DETAILS (Nom USE TRIPLE ZINC, CONNECTORS) Or NrCM TABLE 5.2A ,TION SHALL FILL IN THIS PART OF THE TABLE WITH " , " HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE VAMMII�S,THE JURISPIr L,M6 ' - � .. . . . .. . 0YE-SA OTHERWISE,THE!JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH*NO.A . 11 �,74ft,�iiiihiit�Ir,gliteen�'nL,iait�vieconr.t�d,nemiirt,t)4iib.ttt��'r,o�,"r,oir,tillsi�*'r'64tpirmi�tit�t.�i��dLt�jkb 00)"li� tooi 4 �*lght;K,,b� ��e�t-�i�irrekerih4�2.f I, I . . I the t6 ate4o- rldti 00 esti diralilii�a6itieilddltiionijeo�sldi t" . - - i-16dmOilerfDot .. ..... . - . I % . re Ion.'T 1.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YF-AR RETURN PERIOD AIR FREEZING INDEX(517-DAYS)FROM FIGURE _ __j I R405,S(2)OR FROM THE 100-YEAR(4141 PERCENT)VALUE ON THE NOTIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZIN& INDEX-USA jegt-- METHOD MASE 52 VE&.FP Table 3.4A Rafter and/or Coiling Joist to Top Plate Lateral and .. : ROOF SHEATHING NOTE: , , OIL 11 J.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE!FROM THE NATIONAL CLIMATIC DATA CENTER Shear Connection heq6Ir6rnen1ls Exposure 13 - STUD TO SILL PLATE DETAIL- ( INSTALL @ 16" ON CENTEP, ) DATA TABLE*AIR FREEZING INDEX-USA METHOD(BASE 5216F)A , ' (CAN USE 10d BOX NAILS AS NTERIOIR ZONE- 16" ON-CENTER RAFTER/TRUSS SPAr,lNe 0. .1 A k. IN ACCORDANCE WITH SECTION R5101.2.Ill,WHERE THERE 15 LOCAL HISTORICAL DATA DO01,1MENTINS STRUCTURAL VAMA(9ff TO 19VILDIN(55 ME (P;escrfl)tRWO Aft�-rnaifvi_l to T.ib,IS,�.4) . .10 0 TO TOPOSRAPHIC Y41NO SPEW-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS FART OF THE TABLE WITH"S.'OTHERWISE,THE - ALTERNATIVE) . . USE "SIMPSON" JURISDICTION SHALL INDICATE 'NO" IN THIS PART OF THE TABLE. I , , , .. ., , .� : NAIL SPACIN& -PANEL EV&rz- ad COMMON a 6" ON-CENTER .. .0- ...'r . . 0 I. TN ACCORDANCE WITH FI&A:M RSOI.2(4)A,,WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL HIND CONDITIONS,THE 700-yr.Wind Speed , IED : NAIL SPAOINS - INTERMEDMIATE SUPPORT- aci COMMOM e 12- ON-CENTER . A r,520 ----� Use every other nail hole in a row to JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES'AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWISE,THE JURISDICTION 3-slicand ph) - , 120 1 1� �, ;zL ... .. . rIi.0 - * SHALL INDICATE "NO" IN THIS PART OF THE TABLE. iust I : '�O I Lis I 240i ISO . .170 1 �2_5 . PERIMETER EDGE ZONE- 16"ON-CENTER RAFTER/Tl *9 SPAOINC, I-,".%,- I 1/4"x2O GAGE :■ :g provide the code-required minimum Wall 2"MINIMU : . 7 -C -BORNE DEBRIS HIND ZOWS).OTHERWISE,THEs r iod its 00enalled) DECOVER '.':-,! -T M. IN ACCORDANCE WITH SECTION R501.2.L.2.1,THE JURISDICTION SHALL INDICATE THE V41NO Rafter/Cellinj)oist �.m�be�f!lea CoCon mon NaN o � NAIL'5PAr.,IN(5 -PANEL EDGE- 6d COMMON a 6'ON-CENTER . . &AL\/. COIL center-to-center Spacing for nails I JURISDICTION SHALL INDICATE"NO" IN THIS PART OF THE TABLE. "eight . 1; I . � .... . I . I . . Soaring(in.) ft. \Vll�i 1 .C6 Rafter&I ilJor CEHIA ig Joist to-tip'P Connectiw'�Z. NAIL SPACIN& - INTERMWMIATE SUPPORT-ad COMMOM e 610 ON-CENTER ,Tug jit- ,'. STRAP - I , - - .... ..., ... 11 - USE "SIMPSON" � �* .**t�l�• ' -1) - REFERENCE STANDARD FOR DESIGN OF STRUCTURE SIMPSON STRONG-TIE 11 8 2 iz 2 2 3 3 ..a 3 3 . 2"MINIMUM SIDECOVER Simpson ,Btrong-Tie yq/ ( -ad 142 . 5"x5" LBP5 5/5" ' I 10 2 vl\; 1:2 -3 31 .3: 1 Z>3�_� 3 . .I . WALL SHEATHING NOTE: . Simpson 5trong-Tie !Simpson Strong-Tie R_- NAILS @ EACH END : 1)AMERICAN HOOD COUNCIL(AM),HrCM 2015 EDITION STRAP-TIE HOLDOWN is I a 2 /2 2 .3 1 ABU44 . BEARING PLATES I (CAN ME 10d BOX NAILS AS INTERIOIR ZONE- 16" ON-CENTER STUD SPACIN& IFS4 r 4 . OF STRAP 16' O.C. : HOOD FRAME CONSTRUCTION MANUAL.FOR ONE AND TP40 FAMILY VNELLIN&S. - to a 9, It 3, 3 3 3 ��3 4 1 1 : - - I 0 7--3 "'4 5 1 Z3 1 ALTERNATIVE) - Simpson Strong-Tie : ---- � @ EACH 5/5" DIA. . . 24 3 I 5 '--,� NAIL'SPACIN(S -PANEL EDGE- ad COMMON® b"ON-CENTER VBTI " : -_ . - � x 5" DEEP MIN R301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND - I I \ 5 5 t � S is',,, NAIL,SPACINS - INTERMEDMIATE SUPPORT-ad C,OMMOM a 12- ON-CENTER ( I ANCHOR BOLTS _ - DESIGN LOADS: CONSTRUCTION SHALL 13E USED FOR DETERMINING DEAD LOAD 7 I to ?3 4 4 N A - HITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE .. USE 11511`11FSON'l I I Prescriptive finiAs at--based on assumptions in Table3A. :7 I'�11 - 11. led parallel to ratters,the sum 6P the toenails in the rafter airilii toiling joist Shall equal cit exceed 4"EZiSE ZONE- 16"ON-CENTER STUD SPACIN& I •�P�i I - -_4 1� SPACED 5'-O" O.C. FLOOR EQUIPMENT. ... STHVIO 7 When tilling joist are installed- ' . lel ,/ .1/ LIVE LOAD R501.5 LIVE LOAD. THE MINIMUM UNIFORMLY 1715MBUTED LIVE :i ,.t- ,w,,, HOLD r',,::)NN the tabulited numberbi riV5 raquked. NI 6r=- ad COMMON 0 6"ON-CENTER I AS PER 2001 EDITION 40 lb. LOAD SHALL BE AS PROVIDED IN TABLE R901.5. 1 3 To 6voldsplittini,no more than 1 ioi�tlsi*n Shan he Installed in each side of arafterorcellInglolst when%st0_,i1edt6iP2x4 NAIL SPAOIN& - INTERMEVMIATE SUPPORT-ad comMOM a &a ON-CENTER . JOIST � CONCRETE MINIMUM Or NFOM TABLE 5.2A DEAD LOAD 10 lb. :: top ii'arecly itoin:allslnea6elde when trla2irStop plate. ) TABLE 8501.5 :: - - Fr-=5,000 P51 TOTAL LOAD a so 11:7. MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS .. 4 W"re top plate4o-fldge helights exceed ID',they sha=t arfitisted as . _� STRENGTH AT 28, -.. I - THIS PROJECT GOMFL-IE5 WITH THE 2015 INTERNATIONAL "TECO" J015T HANGER . - ROOF (IN POUNDS PER SQUARE FOOT) - � . -_ Wall Height .. w .r.19 BUILDING CODE, THE «2015 INTERNATIONAL MECHANICAL LEDGER DAYS. &ROVNP SNOW LOAD 45 lb. USE LIVE . Itell"All I I Top plate to Ridge AdjustrInOilt Factor , SECURE TO STRUCTURE P41 I./:7'..' LAS BOLTS a 1611 O.C. DEAD LOAD 10 lb. LOAD ni,,� "A;�,Llli Wight Ift) . COPE, CHAPTERS 12 'FHROUC-7H 24, THE 2015 I . I I..- 11 . --- --- HIND LOAD 10 lb. VNINHADITAZLE ATTICS WITHOUT STORAGE b 10 1-:1". . ! IV, .1co Loo INTERNATIONAL PLUMBING, CHAPTERS 25 THROUGH 52, THE ----° SE.ISMIC UNINHABITABLE ATTICS WITH LIMITED STORAGE b,g 20 ..,._.1%.- . .- T 15l i-15 1-12S � I ; * . 3W M'..,-I I. � ....., 01 ."" �__ HABITABLE ATTICS 4 ATTICS,SERVED WITH FIXED STAIRS So Pam ­.�_,. I ��. UX 11 f I 1v .1.�d 2015 1 NTERNATI ONAL-l-LECTRI CAL, CHAPTER5 53 ( 6"DIAMETER ) I I '-\%FFL I CANT SHALL PROVIDE CATE(SORY NOR(EXEMPT umm .� - I I 2 - I TORN COMMENTS BALCONIES(EXTERIOR) AND PECKS* 40 %�'�-',,.�!.,.-.-. i 7--,�',,,A. .w N � _j . BASED ON RESIDENTIAL � ONZ I I.Ii-,I l�� 11 1-::N(' I NEERED -1_S1;.i I . I , I I 1�_ V FIRE ESCAPES 40 ::.1.1...,.j , THROUGH 42. 1 ,11 I'' � I � CODE OF 'NEVI YORK STATE" . 'l. ... MAR 101 I �, i , IRA . , 6. (12*ANN I ,•� COP PLACARD ON OR ADJACENTDO NO GEED' ILS AND HANDRAILS d 200 In . R.) I I mr, ,,- "I iii SECTION 8501.2.2 (SEISMIC I I �.T-,:�i�­ -­� ,-, I .1 i -1, -��"' . I RAILS IN-,FILL COMPONENTS I, soh :�, I SHEAR WALL SEGMENT DETAIL � �, - �� "I PROVISIONS) PASSENGER VEHICLES GARAGES a 50 a �­'��,� .. I FRAMI GUN U - ­-­ I .Table 3.6. Ridge Connection Requirements for Wind •.I N.T.S. PER NFC,M FIS. 1.5 4 SEC. 5.4A2 � , �1­1 A� � TO ELECTRICAL METER BOX FOR .- ­;17,�.- � , �,, -, � , -1 ROOMS OTHER THAN aLEEP11,10 ROOMS 40 . . 1. I 1, Exposure E . . ECTIVE IVE WHITE I Lb� SLEEPINS, ROOMS (D�adboadAssi_hioflons' 000A�SetI4 lil__.�dopst) :RED I " �, 7 I I - - O�EEN D so . 11 . I PA"TONE 4107 . 01 4; . . I MELD INSPECTION. a- il.' ed" � ' ' ' . : _ 111-, APPRO' Table 31ft ,wall Sheathing a:id Cladding Attacihment ,r .1 -STAIRS 1 40c .. ExposuresI .. I . MIMIMUM SHEAR KALL SE(5MENT , i .?�, ---- RequIreintients fal'Wind Lionds 700-yr.WlAdSpeed Ito . .1 1. I � k L , SIZE ASPECT RATIO, H/L i 9 1/:2" , '� ­ .�?� C-:`,'T"1--:_k�I 1�_, -1 IF,.,'. �jY�b��-. ­�,-A. M"ATED'9^64ff FLOORS SHALL BE CAPABLE OF WPPORTINS A 2,00"CIAO LIWAD APPLIED OVER A . i4econd i its L211 I" ii02 isd to 17fli 190 to I - 11 . _____ , � - , I : I ,,, 11, . - I ) 20-SWARZ-INCH AREA. - gua[mph) \ I I �: : I - I �, 1. : B. LiNINHASITABLE ATTICS WITHOUT STORAGE ARE THOSE H­IERE THE CLEAR Hrzld+M BETHEIEN JOISTS A.',"")RAFTERS 19 NOT .• .1 Roof span I -I I / f I WALL 14T(H) 06MENT WIDTH (N) W RESIDENTIAL STRUCTURES WITH FFEOJ/�7.:�O- 2'-4 � a.-I., R I � ".. I . I � � MORE THAN 42 INCHE!5,OR WHERE THERE ARE NOT TWO OR MOPJ!ADJACENT TRUSSES WITH PCB WW16MATIONS 7Myr;Wind Speed 1-k-cond gust.Imph? \ 110 Its 12a lim/ 10 a ISO 06 ll� Roo Pitch Required al;ac'iiy 61 F6 lie c;iine.ction tpio"'" -111 , ,1, , . 'TRUSS TYPE CONSTRUCTION, N,Oiicy LLIP ();::� CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INC,HES IN HE16W BY 24 INCHES IN WIDTH,OR GREATER . ___ r X I '-M I . tro . - ell , " _ _r 7 r, --- + I / I I� 1, -1 , 4 I I : . - ��o 2'-611 4 v; , , ,F 0-, P'll WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NOT 00 ASSUMED TO ACT C,OW,VRRENTLY WITH ANY OTHER LIVE JCTURA SHEATING 1z 7 91 .105 I 5 169 2 243 254 327 47 10, I � 7G 5-1S,"'-,' �,",tl 7�') ����!I LOAD REQUIREMENTS. \ /M / - .. . 0 . I 2 -111 51-0" � �r6; ! I I ,""RE-EN61NEERED VqCCD ,I �., -I'!�- 0 + . . G. - I la i 141 B2 j26 17 313 37.0 Ale+ �21 - � INDIVIDUAL STAIR TREADS SHALL Be DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A SOO-1001,40 . - ", Is ""." "'.4-11 ­ 529 . l . �7,141 , , 'I 1w,, I.. FIDULC,��V:'c' ' ' ---C T 1- Q,� - . E I N E I t I ,r- Fr E I F I f I tA E F - ,�........ aq, ��j - � , , , . F I f I F I/E I F - I' 'i ��, "e-'..". 11: � � .V� ,� ,J�,.,�4� � � 1-_-/CN5TRU0TION AND/OR TIME3ER 1. �7r. .'4�:l !,,­ -, ,I,I-)I' �:,. !;!,--D 00HOW,11TRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES,PHICHEVER PlFtODUCE5 THIS GREATER STRESSM. IE Fr . I i I , ., - . f -1-f- 0 ;, . 40G"' ­4T!i:�. 1� 4 .- �% �, I , I f1f, .11 " ., 4113 z .Aa7, ­ I - ?,4, � -j "N - lo�) j��­_ 11 : - . :� , ,� ;,,�� I 11.. I , 11 - I I. 11 0 , F, C'- - �-,-,- acing -,;� ,',ii 52 - 7�176 Iii` �liz " - �_� I '�11 V .4,-,V, 1 WC,`,T"' 'I TV- F"' V. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONS THE TOP. . t .Stud Sp . 4 . : "i ` , ,iai � . � F TRUSS PLACARDING F 11 lirichei,0, ,/. 2 �i - 53!; 654� , , + ShpaiJiling location aXlmum 1?8 I /-PC to t i contra ,Nails or lad`b�. r 1 3:12 24 � im �,ii;, ,�, "Z6�, I Sal- `3 e. SITE SECTION RSOT I FOR DECKS ATTACHED To EXTERIOR WALLS. .1 I \�q /54 lyd,* fn�hes,-/q � . . , �'. I � . � � 1. L CONSTRUCTION FOR NEW DWELLING R"R F' r) - F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE H*VRAIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED To - . -_ �� � U N f0 V. � 1�,, ,--14,:1 AD U 6'+1Z . I ,,--.���" 11 ,_ � 1 43 � ,4 . '4 WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA MAL To I SQUARE FOOT.THIS Lo 6 S .1� e 19 S LZ 1.2 61.12 M� in2 1! la 6 12 i1i 4 318� J� ""? ':' "giiii:, �+,161 +, -�:�. . ,�� IR �',',"1711''I I js�� � � . . iZ I USE "SIMPSON" , I .+ - tilteriorZone Is 12 6 3-1 6 Ii 5 I-i 2 i 32 206 243 281 m3 452 �47 10 it, a 9 � AND /OR AN"r ADDITION, ALTERATION 2. rOUCH - ;T,',�'�',':I .", L,',, 1"I'L.W, ­,­�- - - I , , NEW NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIRZMENT, 6 12 6 '-, 6. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE HFME THC C,Lr-AR HEIGHT VETIAIVENJOISTS AND RAFTERS is + I I . .+ I . .. .. . I ." = HVU2 HOLD VOINN 4��,, " 1 11-, j1_A_1 10 7! . r 7/3 IC57 /_ 1�,� PLUMBINi .24 1 6 12 *36 231 I\ Z73 316 � 409 503 616 87.2 9 1190 W 5ST15165 ANCHOR BOLT A 516N OF, SYMBOL DESIGNED IN 1� 6 2 6 6 4 -rr 7 III 5 12 5 2 6 6 G 6. 5 6 \�4390 1 . N - r g NOT GREATER THAN 42 INCHES,OR HERE THERE ARE THIO OR MORE ADJACENT TRUSSES WITH HEB CONP`fWRATIONS . I . la 65 77 - I I 1,11 PLUMBING'v",! CAPABLE OF ACCOMMODATING AN ASSUMED RWTANSLI!42 INCHES IN H016W BY 24 INCHES IN WIDTH,OR OREATER, 12 1 6 12 6 2 6 X2 6 12 6 12 -6i I . . . 113 139, i:68 I 9 2311. ,. S� 321 1114. 4. F�U%� - CG' 77 1 I"71`r��,' t,.4,!1�'F r ,��f'l___�R I / 12 . Is . a . �, .1 I'm, ++ ACCORDANCE WITH TITLE IcI NYORR P7 rc,�"'­'!��--,-7� F".,.,):� - . _; , _i­_,�` WITHIN THE FLAW Of'TM TRUSSES. I,IX . I 11 as 224 Jwt 5-4 429 / , , - - - ; k.)_�- THE LIVE LOAD ONLY BE APPLIED TO THOM PORTIONS OF THE JOSTS OR TRUSS Oerinneiii Edge Zone it 6\kl2 C 11 1 12 12 6 ! 12 6 - _.-1-1 "7�,: ­- ,��', " ­� C.�') 7-_11 -[I ­_ ­_ a a sly, 1 �_ 44I .� �. , ` 7i , ". . -,. ,� . _� - BOTTOM CHORDS P#IERE ALL OF THE FOLLONINiS COWITIONS3,ARE MET. I 24 0; 11. . .1 . i, 'I . :193", 23Z 2iC+, � �, I ­iii .1 r I I , �' , C . - I � . . I. ffs I a ti 6 6 11 5 .I., 6 S 1-1 15. •11 :a'? 02� 1-1 ISO A i - �', 'i ./ " . . 6 I . .. + . Dq w q1 , � - - I I . �. I 71�',�" 1 7 � . , I ", -''G_---N S1 I'; l _T T';- I. : THE ATTIC AREA 15 A40ftSIBLE FROM AN OPENIN6 NOT LESS THAN 20 IW,HE5 IN 1,10TH BY So INCHES IN LENGTH - - . I 2- 4 ..a I Is I I I ­ 1. -,� 41" -1 12" I PART 12605 SHALL BE AFFIXED ON OR . . A�ii c ,Z4, ,� t5l ". i, I 4 & , , 226 I I zio." � 3�6- : .07 ..., �531, ,ii4i�:� 1!.. A!_i_ CC'�:3T�� ,;P-1,114 ,,L,,-,,,,, ,- r,!,E-r1 - ­ . I I . 'r I 11 �Re THE!CLEAR HEIGHT IN THE ATTIC I .. . ',� 2111. .! IS3 ��, 7 . . 11 .1 , STROKE ENT TO ANY ELECTRIC BOX - T� 7 I.,V THAT 15 LOCATED"L ,15 NOT LESS THAN 50 INCHES. 604ni Smilmit�G of t,itp s G I. DG,'' :, , ,I". , 46A '-46''. I -,,-,, AD,JACE A THE SLOPM OP THE JOISTS OR TRL*S BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS % 11 Iiiat .-ii��, �,i'q_ . lu ,661 - -?k� ,1� - 2. i / \ !Fdj 1\ I I I I I ­ I �, I . 1. (_ A. The construction type � ',' . .. rll�cl iFFAI'��N -1 OF.11-1.7 CCU -,'.C--N'� I HORIZONTAL. +sheathingsize Rafteriltruss spacing n 174 IV 2,35 3% 372 4.18 i36 Sill 70 857 I - designation shall be VA 1 YORle ST,JE. NOT, PES;_Ot�'T`11: FOn I I Minimumnurn 1kcilmmoAraTills Iliolt Iyalls pAistipport ++ . t'll' ullm,1,111,9,SsIvIlor"Vil ATTACHED TO THE EXTERIOR OF THE I . REMAINING PORTIONS OF THE JOISTS OR TRUSS VOT(OM CHOP I . . � k �/ 3 As in ViAt'- I I 9� DS SHALL BE MS16NED FOR A UNIFORMLY 1.indicate the construction '�i - REWIRED INSULATION PEPTH 19 LESS THAN THE JOIST Oft TRUSS BOTTOM CHORD WHOM DMITH. .m 196 + I 2�0 26� 1 '38 i� 1 504, .SE16 6gti 7 1 1 1 im S. finthei,bxj. .. �Vf r !W/.Dd .. 12 51 69 as 10-0 33i. 156 \7 . .20? ass. PLYWOOD D E S!�N _1 (101 4 S,rl�,1JCT, 1C,r4 ;EP.i'i0: DISTRIBUTED CONCURRENT LIVE LOAD I OF NOT LE55 THAN 10 POUNDS PER SQUARE FOOT. lieviwShEqthing 12-24 1 /2 12 [4+ 2 2, . % . . . . 1/2" CDX FLYNOODSHEATHING, @ classification of the I 5TRUCTURE FOR FIELD INSPECTION FACTOR SHALL BE APPLIED TO MW-44 OF THE CONCENTRATED LOAM APPLIED TO THE TOP Of THE"IL, , I 2 I 3NII 3 3 J. I 2 . ,!�.,� ­ . .11.91 i75 205 ­ I :27i� . . Jiik, X DESIGNATION ron STRUCTURAL . H. 6LAZINS USED IN HARMAIL ASSEMBLES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY I/ 12-24 �+- 3 11 t � wr . 00 + Ili i4s -fILL COMPOWNTS.THESE LOADS SHALL BE DETERMINIED INIX A1,10 To THE utoortargersh,eathing -- I I - S; I N .1 ilaF­­ '� 5, - 11"j66' jjj�l �'.`ja' 7'jjjl� '�jjd�,­ ­V�61�r` �­ " '�, ­' -, --- ,, E TERIOR N/acl NAILS @ 6" Or,. structure under comPLY WITH ALL CODES OF . I ;,;ilia'LOAD ON THE IN TIENDENT Of ONE AWTHER,AND LOADS , 20, , i""' , , ­ . '1Z M •:348"". ., '41 I section 602 of the BCNYS I ARE A-4924M NOT TO OCCUR WITH ANY OTHER LIVE LOAD. � I . . . �i� �, :di .: . ill A I � - 1. , �: ,.,,, "I , EDGES 4 12" O.C. IN THE FIELD. COMPONENTS THAT ARE WN CODES I I E - I'laillipacintatpaneledges(in.) 5:1z 1 19 J list, , r" ,aiiJ il� , '.�ilift " � je�l ;die:it.,. ,I I"S08� WC TRUSS TYPE CONSTRUCTION . PHIS PROJECT COMPLIES WITH THE NEW YORK STATE &TO I I. F . kail g6rigaiintermad I iR_':' ' -Ili:, ',is : it"'�, " ki as'g," 'lot' ," I 3"F I ,-�7--- . - .-.-.- -_ - SF 3tt,jupports[nZ�)4parAlrieldOn.I .I I - � - I 1-1 "' Is , \ I : I .1. '777"T 777__r7�' ....__..........-­­ ,2015 INTERNATIONAL RESIDENTIAL AS REQUIRED A�T ��- �F I - 3z 136 1 .. 219 ZP2 352 Ale / , asst Sie,7 674 1/2" 49YF 5D. INTERIOR yq/ 5d ' _,%,L�, r,4' gir!Pl FLOOR FRAMINV,INCLUDING � . , 'k, . - 11 . - 36 is,s s 9 2 j 165 . 328 I , - -.36 GIRDERS AND SEAMS �_w I lll� - I far wall she'.t.hkg Within i reef of the cQrn,A:.;,the A fontedge tont alitachr'san"req61timents Shan be wed. . 296 468 t-1,,� IV 6-17 COOLER NAILS @ 'I" O.C. @ EDGE 4 @ r il I,,ODE, 2ND PRINTING, AS ADOPTED 1.9 0`57-� .. : . . . I . . _N : : - - : � 2 Tabu*e.ti nall spacing assuffv�s shwhing ati.;irfled to ttildfrarttiri.�members With o.4 a+s G<DA9, 12 a S 6 .81 99 119 di I&I ,198 1Z7 10" O.C. IN THE FIELD., T'R" ROOF FRAMING : 6'r NYS AND THE 201-7 N"(5 $Q0aD=,_*V,w-� RD, . . . I I table 3.10 Roof Sheathing Attachment Requirements for Wind 3 Mr aterior panel sildingw,p1wanized boili mh,Than be 00miltted to be si6itituted for ccimnlon naili, is 63 4 #5, 109 Lis 150. a 219L 1 : 50 '102 1: --------------"`_ � I 11�1'-Ili 11 I:-- 1:1111:1, 1. . . .. BUILDING ­rR1 FLOOR AND ROor FkAMING . Exposure B � . 1 � 1, � __�, -1-1- -1-'.1- , -_ , ,:=, �,79 1 1 , '64 135- , 166 I "" I I li 1 :�3 �_ 117"; 5UPPLEMENT Leads L 1� 1,,I .-I,­�. I I'll, ,�-,�. 11 i,." "'i- , `­ , 4" ,. __`­­ . . STANDARDS AND CODES __.......-............-1...............___j : 612 4i , �"*211 Ili � 1 12,7, , : �i�I,� I�40q!�', :�.239 " 91. 11 .'3+;1';: - 37 :, , Ass � . - F-In. `lv��-111 �s Table 3.5A Top and Bottom Platt, to Stud Lateral 06nnections ,I ',�,w I _ 1. . I .1 .. L­ . ; 11 . 11 , , Sag � . .. . Exposure.B il, I i2 . I . .1 I - ., 0. �'* - I I � I lr.Wmdtpi6id3-iiroirid&ittmph) iib Its 120 Iso/ kb ISO 160 I* ii.0 M �.f46Y Wind Lands i . , I 1, I IN I I—- I . ... j.. .1 : . I :1. , I I I . I . 32 127 142 169 ;15 265 :119 376 4305 Sol 1505 .. -.l-- - . . (Pr!?r,cr(pt ive Attem-.itive to'�*Ie 351 . ,. \ - : A JCTUPA.S�FATTM _ , / . 35 .143 166 .190. 242 I IPS :.Sw 423 61 364. &0: � (,� - !-i I ,,,F" r 1, I e--,I (­-) � E F I F E F I F E F f F E I F I F I F I I-I F I EA F . . I I 12 14 55 62 76 L34 112 . I E • , ', Raftelt)'I'MISS 700-yr.Wind Speed I is a .73 12, . 3 1-35 11 176 ZOO 1233 1 . . - ­ ­,.. � '�!�' "',I ,," ,�­,�j' , ­ . I !I , c:k --r.­!, . F t 1 .7- il11 ? I` 11 - , . , a�iln4rn Nal Spacl Com i Mails l6d.50 tulls finchei,o. 3-iecand guit(mph I 13 70 .06 19 ,,.20 11 I 11 ,I : I � ,aID Ili,7' ""': � ­�­ Corner Stud �,",, "�? �.,- - I . pedfic� :sod (Ill.) � - L.I 11 1. I '. illi, I �, I 1 11 , . � .. - I�D " i i , A�,� . � - I � Mieithlng Location Framing ftaftwil-rusi toill( Illy its 12D I D/ 146 \150 I ISO I I I V . 1. I I 11 11 I.Dj is , I I I " . Holdclown connected to "'.,,,'�"" �_ $,_/ � L� � � .5 rig Stud - - 7:12-1:2:12 ,24 %:, 9 110 1;Li" , ' 2's 1, , itii i , 'lij , 1, jpb;:�" 1.ik ,*,�i ,�1. . .drivity.1", � 1 ­.:'' , ii�,i� , ­,,� , " �,,, � , , .. . I - �,:," �"�':,I , . transfer shear '. n ,11-71 Fn - r,-r*,--Il� '?r-, 11-- - . . . .. 28 : I a . . , � ; ?-1 12* , - .144,, 179 iii Til'- ., , � -, ,J5��,. ,,,A4*' "4V '4 4 Spicing Wall Height Ift) qutred N,.;--.'if ladhalls or i od so pv�stud to plate tonn,4itt I . . .1. I 11 , -IF . . -Itd Common I �. �, I I_j'�j, Ili," -1j, il 'j�j 'rj ' j7 * . -. - , I.- I r, .1 ''I I I.- . 2 , j _i . i i _ . I U 6 .2.1 I, 12 6 1 12 11 12 6 12 12 6 12 6 2 6 12 1 . . I i, 164 20i so 299 4U;t ,ASS 552 nails at 6"O.C. , , ,. . . . . I (in.) 2 130 147 - 2 351 Js a la 12 a 1 6 12 a 12 6 12 a Ij 9 12 t 12 6 11, �e CoC/- _ � on . . 0.49: L9.2 6 12 12 4 2 CL :I LZ 6 12 6 12 6 2 S 12 6 i2 S 12 a - . 36 147 1 165 � 135� I 22i 281 ,.156 1 393 1 4501 1 525 isz USE "SIMPSON" . A �-il I- n n/`%I, 7�-�P. M I r"'%I r�E Ti P,1� S T 0 R1 1 V,,f tA,Ti TER Pi UN 0 . 1 2 \ 2 . 2 / 2. 2 2 2 2 2 2 1 - 110�,- U�',JU­,J,-%I,-U;a , - I it .1 I . is 0 ill �6 12 a 2 a la. a I! a 12 8 6 Iz 12 6 12 . . .. :1 Tabut-atedtonhectiartreqtji>ementishaO.bepgrfrtlt*.edtab-mv!tipl�-db,�D.7i3fbrframin�nallocati�d-Ilit;niffeL-t,o!buildin.ocarner3. HDU:2 HOLD DOWN ­ �,____ Intiiiat ione 10 2 2 2" �t".2 2 11 2 2 2 2 . . . ­: .i � I . . . F-URSU,WT TO CHAPTER,236 12 6 12 6 12 6 12 a I, r, 12 6 A a iz 6 tz 6 12 _­_­­,­�­ .1-i-I �_, ­_ ." , - c� �� . .t2 6 . I . . . . , ;,�, . , -r :�_ � - , I I - 2 T&Iiie:� ohnettion te,quitaiments its based on total lipflit minds the roof assembly dead load of 6 if(os it iojiisf=:'I;0ifl, . I I. 12' � , I I 11 I . , 12 a 2 F; 12 a 6 12 a '12 .;. 11 I" It 11- �i...-] _i ;,il�- 7,:"""i- -i-- ,, 11 �'111' ," I I 4-11, . W 5/a" TREADev Pzoo - 0.42 to Il i "iz a i2 6 6 Iz I I � I" . �, I I 1 2 .1 I� . , " �i rib6laiidco�necifortiequlremontsir"ebiSedOMailih'chTfd!econ'n�ctlohgpa;cing,tordrfteri�irld.-eco6'nL,di6nioicing,multio OF THE 1.92 6 il 6 ,j i2 6 12 6 12 6 12 6 12 1. Z:' iTOVv'N CODE. i2 6 12 6 12 . 14�I �2, � 2 �.7 2 .I" 2',': 7 1. z 2 , ': 2 . 2� �' - multiply . . \ I I I I . I ' -- I : 7 J1 . I ; . ."I I I ' thL,tabulatied V�llues Ili,the ippropriate multiplle�be . I . 24 1 a 12 6 I a il E. i2 6 12 a Iz 6 la i �, 1 I I �! it I., 1_1� I , 2 ­: 2, 2%: :, .2:� : 411 3 . , I . 1, .,low: I . " ��,;,� ­ I ( ' i i'i 7iCATION -. I - . . , ­ . . �.,1.2..�'. 1 - .. ...�, I I .I I- I TyP. CONNECTION FOR TWO "'� - I I2 a 12 6 12�'G 12 6 12 6 12 6 12 A 12 Is .6 is .2 2 ( 2 2 2 2 2 ,\ 2:/r 3 3 1 :Ridge Connection Spacing r1n.) I 12 .1 is I 19.2 1 24 1 I" t - . f-jr;:.,11D C01VTENTBEFORE i4Ia s . 6 a 5TORVr APPLICATIONS.QA9 t9.2 6 2 12 .12 6 9 �:6 6 6 20 2 2 2 2 2 3 3 3 Multiplier �I 1.00 1 1.33 1 1.6o I zoa I 4.00 ..Plorimitii idgi t6fie IIU II 6 ti 6 �2 N a a 0 a a I a 's 4 A 4 A 4 a .2 2 ,I 2 2 2 2 2 2 2 4 for Jack rafter uplift connections,use aroofsparl4qual lotMothejack raftvlehgth.Thojack ta1t#tffngthiridud4Ls tfi#avothameMust Provide Manuals � � 'j11CATE0i-occuPANcy . .. LZ a 12 6 12 6 '12 6 J.2 a 6 a 6 5 a 6 10 2 2 1\ 2 2 2 2 2 2 2 3 lengthlrid the jacP ip6n. . . (-.*/--)I I -, ". .� ,� A . IDER USED W WATER �. 1�­I If " " '�, A,111411,-, ­. - Ds J and S as per - .Is IS 12 6 12 IS 12 6 a 6 a 6 6 4 4 4 11, .,­��11 li,-1 "I "i, "', � �-, , ,t,_iT'�� �,�,.,�,., , - z _�; . I , , ,2'', ., .i., �e­"i �...'Ilrl.l V'.42 I , I � , "I 11. , 2 1 1 7" lt:7 . is 6 , 4 f4i 4 3, 3: � I I . . . ,�, I 1, , � I 1. :� ,,,, I � I I 5 I r . I I I 11 � " � ., , , 19'.2 a iz i 7i .4 is I . I .lA1 i� 11� ' 4 �_�, ''', ,, 2, �. -2 , .­ 'I . .• 11 �_ EA . _ . . NYS Ener Code �_ U!'�a)"SYSTEM CAN,%IOT Blower do 14 1 6 . I ,� �� �11 1, 2 . I :jl, Table 3.2B Bottom Plato to Foundation Connections(Anchor ,� I -0.7 6 :, 1 '2 i: : , , .. ,2 1 _. ' � : I exposures EXCEED 2/10 OF I% L EA D. and duct-wo . I 15 . 5 6 A4 4 .1 .3 3 i 3 ,�.:I "' � , ,� �. I,� �I ,,, , � . 1 - I i I I 11 �Gable End*alf ftltO Oil 0,49 4 6 / It a 6 a :5. 6 is A �� .�. , , � , i, � .. , - z .4 S WINDOW NOTES: I .A 4 , , � - . . , Bolts)R691stlng Lateral and Shear Loads from Wind I � it 2 2 . � ` flake Puss with up to V . I - - ,j 2 2 2 3 3 4 4 11.__... .1 I I \ 20 I , 11 2 1 . . (Prescriptive Alternative to Table 3.2) ,. . . . El� and C . twin;requir -&�ir 2 2 2 . 3 ,3 t . .: . . � . . . ... . nalt� hang miz - 6 6 6 ,4 4 'I : I � __ - ---.-..-..- ---.--- ___ . /I :a I # 8 2 2 2 2 2 2 2 3 � 3 \ 3 I , . 1. ALL P41NDONSSIZES ON PLANS MP�-= TAKEN FROM , . . 0010$1 1,�ATH G to 2 2 2 2 2 12 21 . 4 3 .4 . . V R5EN P41NVOY4 CATALOG, UNLE55 OTHERN15E ,'�­7 1,�jj ­' :�" I,,1.�I I -11,1,­�111, � " " �, ­ --"- ��.'r­'­ I'_ "�, __ , ' 11 "1 , % ,I.' ' :2 ; 1 1, 1� , , I ,, ,''-. ��:W,:­ ­­- For Exposures 9&C and all Wind Speeds, . -I-- , 1. , , : - I i v- - I I 15- - NOTED. SHALL DE 400 SERIES DOUBLE HUN6, Raft"tTruss , 'i ,1 I . , .. ,, ,: . ­.. I , ,,I iiiiiihing'size Polinirm roforlicin N�tls Par Support , ,.IAr, "" ' : .1 .. � , ." . i .�,�.. 4 . . . . ­ .... 1. ..I ..­ . Site , ng -- .. I/,,,,. , ": , , : I j,� . �, , 4 1. , . � ... 'I , max . "HI&H .1 �,,- I Sod ' tin.j / - _ ..... .... . I I \ .ilii I ., A .1 I . ,:, ". 1,�� . I . �11 1 4.,� , '41. , 5'' . Maximum Anchor Bolt -FEIR,FORMANCE" LOY4-E4 SUN NINDOW WITH � . .� . PROPOSED 1,011 S.F. ADDITIONS 4 INTERIOR RENOVATIONS FOR I - . I I I . 111' j 9�1 � I Anchor Bolt Diameter(Ill.) : - 9 72 1 z '. � ?'' i" I ' . � .. ­ 11 . 1 'A 1 .o- 1; . I : . .Sp nk n. I 1�1 1, I I I - I 1 6 2 1 3 I I . - . :� ,t*.� ,a R T14IN05KI RESIVENCE uscirixosheathin � . � I '. .. I , 4. ,,, 'L U-VALUE OF 0.25, AND SOLAR HEAT GAIN RED A 1 12-19.2 2 . 1 -4 ' ; I , �: I iii : (I )"'A" . , I I -1 . Iz- .i ''1 3 4 ,.. :. .11 UID OF tarjer Sheathing 3 3 3 3 3 3 3 2 2 2 4 5 �... 1 7�- 0 / 11 I :1 I I I 2 . 1 2 I 1 3 1 , 6 - ,�. r 31 .1 : .. . COEFFICIENT (5HCS,C) TO BE Lr=55 THAN .50 S 5245 BEE15E DRIVE CUTCHO&UE, NY .� : . : I i9.1 is I S* 18 1/2" . 1 26 2 2 3 5/811 . .2 .. �p . - I . 3 I � I ! I . A8 .�_ 4 11 _V J. 0, E - iioiil�aadrigmip;inA,idg,itli6.1 � . . 1 4 5 6 I le" . I Prescriptive limits are based on assumptions I i Table 3.5, I . . 4 �� .. ,It, , SCALE: AS NOTED PPROWED BY. DRAWN BY- J.TMNM F - Nail spadr4a Intermediate Fupipwb In the panel field".) ,a ' . I I Prescriptive limits are based on assumptions In Table 3,2, . :2. WINDOW DESIGN PRESSURE RATING 0 1t,� 16 , . I It 2 T bulatidframir.-loads And connection requ rementt Thai be Oermit"cito he multilialled by 13.92 forfriniing not located . i - I. I I 1: . ... qw Y is DATE: 11-16-lb REVISED BY - I I I 2 When anchor bolts are used to resist uplift,iiitir�al,'and shear loads the V41NPOV45 WITHIN 4'-O" OF CORNERS SHALL I`-ir=r=T OP, � I I I 4;#1 It 'Poe roof sfiiiaitIiing within 4 feet or t6 perimeter alge orthe tocrt,Including 4 feet on each side of roof peall,the 416at perimeter-edge i withtn 8 feet of corners. A maximum anchor bolt spacing not exceed If r,I " ��,� . . . . the lesser of the tabulated valuet for uplift loads(Table 9.�C)oir lateral and sheaf loads(Table 3.28). For other anchor EXCEED DESIGN PRESSURE RATING, OF 50 Ib/S.F. I - " � io*m'*attikhr�iht.iaquirementsihaq be died 4_1 ��,�, I ., - 'i , . . . ;A", ..I liorwitidSpi,4 ids greater than 130 mph blocking is tequired*WcI!i transrers shear told to two additional 13jiluutotall, bolt limitations see Section 3.2.1.7 and 3.2.2.3.� ; , : . .. 1� ALL OTHER WINDOWS SHALL MEET OR EXCEED I, * Robert J. e"rubor - Architect . "'Z. " . . . : . . - 11�1­ .. I 1 3 tabulated anchor bolt spacings for Shear loids assume walls are sheathed In accordance with section DESIGN PRESSURE RATING OF 25 lb/S.P. � . I . , 1 -4.4.41. For 476 Expressway Drive So. Medford, N.Y. 11763 516-654-4949 I wall sheathing types the tabulated anchor bolt Spacings shill be multiplied.by the.appropriate Sheathing type adjustment- I I 1 3571 . factor In Table 3.17D,but Ili no case shall anchor bolt spacings bkc'eed 6 feet on center. 101. 0�- email: rjgruberra@aol.com - ,l0t, - 1 4 Lateral connections shall be designed to resist the loads in Table 3.5. , t , Or NEW '�0, . I . . .; . . . I : , : : - I I I ", \to el - '� , < 1'.v\, I � ? 0 1 " "---- 0 1 1 o 0 00 000 FI 000 I ' 010 71w( E V39 " :�_ -��i�_ , r q 'T "51n N'..M TYPICAL ' I I , A �� I M�_,." L_:::� I I . . . I .... I ... I . I . . 1 1 1 � ., ,. i. .. , . I . . .. � � COVER SHEET I OF (O - I I # 15-OCIO I - ­ 6'-4" 16'-10" 18'-6" 20'-6" 2 8'-10" 5'-10" 8" / 8'-7" 8'-7" 8" - -+- - - - -- --- Y -- ——— — }—— ice NEW 26"X 14 WINDOW 1 I OPENING CENTERED Off: — — —N — — — — — — — — — LINE OF DECK ABOVE — — r — PICTURE WIIJDOW ABOVE I __ ' I (2) " 10" AGQ GDR (2) 2"x10" Ar-,GGDR 8" POURED CONCRETE I I II IR l I I I FOUNDATION ON 16" X 8" O I 1 2 0 DEEP P. GONG. FOOTING 1 ( O . GONG. PIER r- a - -- - - - - - _- - --- - --- - --- -� R N I I o NEW N I Cif �' I I BASEMENT 1 I 1 - - -- -- - -- - - -- - - -- - - -� 1 - 1 Q In 1• " I 6'-8" CEILING HE iv ( ( I I` z ►� 1 I I 1 I 6" POURED CONCRETE =o I I I I I FOUNDATION ON 16" X 8" DEEP P. GONG. FOOTING I I I I I l 2"x8" AGQ WD. LEDGER I I ll N 5/8" DIA. LAG BOLTS 1 1 (5) 2"X8" HDR I •', I ^ NEW TJI-560 x II-"V8 F. J. o I6 O.G. I 13'-0 ro - - - - - - - --- - - - - _-_-__ - -_- - __ - m. _ _ _ _ _ _ __ NEW — — — — — — — — — — — — — — — — — — __L — — — — — — — — — — — — — � I CXW145 \\ I ! 10'-6" 4'-0" III EXIST III EXIST HOUSE I CASEMENT' " " III WINDOW III TRAP -- WINDOW 1 CUT 48 X80 OPENINGIQ I1%-E-X E I II rl I. o M.O. III III -d' M o I - 2" I Il�ll I� W IN. R — I t> W I II I - - - - — XIII III • Q 11/ W I I R STORMX VIII III x cn DRAM 5'-4" I iv I X NEW I 1 4o 01 EXIST ELECTRICAL NEW 31/2"DIA. NIL BASEMENTLALLY COLUMON _ _ III-" U I I r l I I M SERVICE X 24"X 24"X 12" _ tu 1'-6" FOOTINGS Ilr— - 111 NEW I ryry I 81-411 CEILING HEIGHT I III (2)2"x5" LALLY COLUMNS ON STAIR I 1NEW R I 24"X 24"X 12" I I ! I I WI DOW I '~ o FOOTINGS I— -........- ........ I 1 . II _ _ I I OPENING R R N ( EXT (5) 2X10 G1RDI:•R EXT'G (5) 2X10 GI E II EXT'& (5) 2X10 GIRDER I N ( I 1 1 L_ � D L �_. — ... I I M I I N II I R pI ---__--._._.._ .............._.._.. I I I 1 Lo I EXIST II ........... ._..__..._._....._II I 1 NEW TJI-560 x 11-9/8" F. J. ® 16" O.G. I CENTRAL-VACK SYSTEM 11 I I I I ry EXIST W BASEMENT ^II d5" I EXIST WATER % II (2)2" TANK 6'—S" CEILING HEIGHT NEW II� NEV26"X 14 WINDOW I CXW145 CASEMENT III OPEN G CENTERED ON p1 I WINDOW I I R 1 III EXI I WINDOW ABOVE I/- 3-2 I I O 1- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _j 1 I I I I I NEN TJI-560 I1--1 F. J. ® 16" O.G. 2X8 AGQ ND. LEDGER I I Q VV/ 5/6" DIA. LAG BOLTS I I I I . ' 8" POURED GGNC BETE I I FOUNDATION ON :5" X 6" V I I I I 1 DEEP P. GONG. FOOTING EXISTI I I I I I I �� ( I I co 1 I 2"X8" AGQ M. LEDGER ( I N I N ® I I I o, R N/ 5/8" DIA. LAG BOLTS I •, I \ I I I I I I `i I ••'' I I p 04 1 6" 6r N I I 7t-2" 7'-1" 7'-2" I I I *'' I I 3 I I ,� - - B 16'-10" 18'-8" 20'-4" ++� , 6'-11" - II .......... i 1 I_...._...._..._._ .. _.. i ..... .... ... ... .. ........... i — — \ `' DW REFRIGERATOR % O50 9'-10" 5'-3" I / .J ............................. DO NN ) " i • i' --- 10 11 12 13 cc '— — — — _... IL4'-8EX. D00RS o " _ __.._. ....__. _.. A CED © O O i_ KITCHEN 10 N 05 DECK 6" 9'-6" 9'-6" 6" EX. WINDOWS a s 3 205 S.F. E 8 00 — — — — — — — — — — / / - ---- --- ---- a 7 16110.0. EXT¢, 211X10" RR@ 16" O. 6 4'-6" 9#-8" 4-6 1 1 �.,_ Z 5EXTG 2X6 G.J.m I6 O.G. EXT1C� 2X6 G.J.® I6 O.G. V IAT r _ ..._... _,_....,� 7- I � BEDROOM I I BEDROOM o t t I --- -- -- - << 3 - T,G �, -- __...... : i -_ 2 ", :::n .- .:::m.:::- ::: ::: :._, .:.:� 4' �" W EX 02 I 3 ­lzzz F G H J KO FRENCH FIXED HINGED FIXED \ 0 I AUN. I BATHROOivI - — I _.._.. _. 0 0 OUTSWING 1>✓ NEW WINDOWS NEW DOORS 1I / I N I— �z _ II IIS _ iTt ,° STORM 'n — — — — I B�C�fH 30, WINDOW SCHEDULE EXISTING DOOR SCHEDULE DRAIN 0) DINING "' I x X "' -- -_ —_ - - -_ -- -_ _- -_ _ � —_ — iv_ iv_ 4 00M F LD WINDOW TYPE MODEL# UNIT SIZE (W x H) NOTES LD DOOR TYPE MODEL# UNIT SIZE (W x H) NOTES WALL FURRED TO � — � � � '� o� -____.. I o I „ „ OMATCH F NEW WALL THICKNESS EDGE NG I uj x I I i I O /� I I I i CEILING I W W I ` 1 A DOUBLE HUNG N/A 36"X 60" (VIF) EXIST. 10 HINGED LEFT N/A 36 X 60 (VIF) REMOVED KITCHEN ABOVE ;., I -�. I � C) (3) 1-3 4" x q-1/2" LVL JIRDER B CASEMENT N/A 48"X 48" (VIF) EXIST. 11 HINGED LEFT N/A 48"X 48" (VIF) REMOVED :a TO UNDE IDE OF EXT'6 D6E BEAM "�' tV i n n SOWERW/FALL a a (2 2x8 FL. HDR FLOATING CLOSET HT IN EIGHT G�ASS C FIXED N/A 36"X 36" (VIF) EXIST. 12 SLIDING N/A 36"X 36" (VIF) REMOVED o (TYPICAL FOR TIN PART TIN0 cv POST BEDROOMS 1,2,3) B OSET D CASEMENT NIA 36"X 42" (VIF) EXIST. 13 OVER HEAD N/A 36"X 42" (VIF) REMOVED _..--- o% -1 HEVES �I is I ki a E FIXED N/A 24"X24" (VIF) EXIST. NEW DOOR SCHEDULE o LIVING x O ROOM 3 x x N iv 08 CLOSET os MASTER F DOUBLE HUNG TW30410 37 5/8 X 60 7/8 NEW 1 CF - LD DOOR TYPE MODEL# UNIT SIZE (W x H) NOTES ~ EXIST BED BSI H ROOM I G DOUBLE HUNG TW38410 45 5/8"X 60 7/8" NEW - - "- i� i� x x 100 HINGED LEFT FWOD31611 36"X 82 3/8" NEW-EXTERIOR b X lu w Q w w ROOM U1 ) H AWNING AR51 59 7/8 X 17 NEW IN �� " I I " OF ROOM 101 FIXED FWSL13611 14 3/4 X 82 3/8 NEW-EXTERIOR J PICTURE P3030 36"X36" NEW E X OF WINDOv�ASSEMBLY --�\ 7.77711717771, 102 FRENCH OUTSWING FWOD60611 71 1/4"X 82 3/8" NEW-EXTERIOR i 15' 10" 5'-0" K AWNING -- 30"X 14" BASEMENT WINDOW 103 FIXED FWOD33611 38 1/8" X 82 3/8" NEW-EXTERIOR M POST / ! 104 FIXED FWOD33611 38 1/8"X 82 3/8" NEW-EXTERIOR WINDOW & EXTERIOR DOOR NOTES i OA IOA °° °' II B EXT'c5 2"xlo" R.R. ® I6" o.G. EXT'G 2"xlol" R.R. ® I6" oG. , 105 FRENCH OUTSWING FWOD60611 71 1/4 X 82 3/8 NEW-EXTERIOR UNLESS OTHER WISE NOTED ,NEW WINDOWS AND EXTERIOR DOORS SHALL BE AS INDICATED - 8'-5" 11'-1" 11' ':.6" 4'-6" BELOW: I 106 HINGED LEFT FWOD31611 36"X 82 3/8" NEW-EXTERIOR I / / 1 3" x 8" GEILIN TIE c am ' QC IX I i 1.TRIM-FOR ALL NEW AND RELOCATED WINDOWS & DOORS, PROVIDE CUSTOM EXTERIROR TRIM AS 107 HINGED RIGHT - 36"X 80" NEW-INTERIOR p[ COVERED p� ' ATCH EXISTING SIMILAR UNITS OR DETAIL INDICATED IN THESE DRAWINGS.AT ALL NEW PORCH — MAS ER REQ D TO M 108 POCKET - 36"X 80" NEW-INTERIOR I X = g x = N BEDROOM WINDOW & EXTERIRO DOORS, PROVIDE NEW HEAD &SILL FLASHINGS, COORDINATED WITH = _ ' s 2 EXISTING AND NEW TYVEK HOUSE WRAP. N 232 S.F. N I a x6^ VAULTED CEILING i 109 POCKET - 36"X 80" NEW-INTERIOR i — } j DOWN ® DOWN N POST 2. GLAZING-ALL GLAZING BE: CLEAR HIGH-PERFORMANCE LOW-E4 OR BETTER INSULATED UNITS. i I ,os o2 oa 4 110 HINGED LEFT - 36"X 80" NEW-INTERIOR / GLAZING SHALL ALSO MEET WIND BORN DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. ( ' ' 111 HINGED LEFT - 36"X 80" NEW-INTERIOR 14'-0" 10'-5" � 3. DOUBLE HUNG WINDOWS-SHALL BE ANDERSON 400 SERIES TYPE W/GRILLE TYPE TO MATCH EXISTING. (COLONIAL STYLE GRILLE) CONTRACTOR TO VERIFY. FACTORY MULLED.WHITE FACTORY 112 HINGED RIGHT - 36"X 80" NEW-INTERIOR PAINT INTERIOR, WHITE HAF'DWARE & MFR STD. INTERIOR JAMB EXTENSIONS AS REQ'D. PROVIDE „ z z „ „ o (2) I-3/4 x q-I/2 LVL 61RDER 3 (?) 13/4 xq-I/2 L�IL 6DR _ FIXED 'TRU-SCENE' SCREEN W/WHITE FRAME. 113 HINGED LEFT - 36"X 80" NEW-INTERIOR N ".: -- -' -- -- 0 N� o -- - -- COVER D PORCH 4.AWNING WINDOWS-SHALL BE ANDERSON 4100 SERIES TYPE W/NO MULLINOS, FACTORY-MULLED WHITE FACTORY PAINT INTERIOR, WHITE HARDAR & MFR STD. INTERIOR JAMB EXTENSIONS AS REQ'D. PROVIDE FIXED 'TRU-SCENE'SCREEN W/WHITE FRAME. 2'-0" 12'-0" 2'-0" 8'-5" 2'-0" 4'-7" 4'-6" op 5.PICTURE WINDOW-SHALL 13E ANDERSON 400 SERIES TYPE W/NO MULLINOS, FACTORY-MULLED WHITE FACTORY PAINT INTERIOR, WHITE HARDAR& MFR STD. INTERIOR JAMB EXTENSIONS AS R309.2 26'-5" 9'-1" 20'-4" REQ'D. SEPARATION REQUIRED. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY HORIZONTAL OR VERTICAL SEPARATIONS CONFORMING TO 55'-10" 6.CUSTOM ALUM & GLASS WINDOW: FIXED WINDOW UNIT OF SIZE INDICATED ON DRAWING (VIF) SECTIONS R309.2.1 AND R309.2.2. SHALL BE (OR EQUAL TO) CRL IT 451 CENTER GLAZED THERMALLY-BROKEN ALUMINIUM STOREFRONT SYSTEM IN MIFR. STD. WHITE PAINTED FINISH W/CLEAR LAMINATED HIGH 1. R309.2.1 VERTICAL SEPARATIONS. WHERE PARTITIONS ARE USED TO SEPARATE WALL TYPES PERFORMANCE LOW-E4 INSULTATED GLASS AN ATTACHED GARAGE FROM A LIVING SPACE OR ITS ATTIC, THE PARTITION 2 FLOOR PLAN ASSEMBLY SHALL HAVE A 3/4—HOUR FIRE—RESISTANCE RATING. 1/4" = 1'-0" 7.HINGED FRENCH DOORS-SHALL BE ANDERSON A-SERIES FRENCH WOOD HINGED OUTSWING PATIO DOORS. W/GRILLE TYPE TO MATCH EXISTING. (COLONIAL STYLE GRILLE) CONTRACTOR TO EXCEPTION: < >4 VERIFY. FACTORY MULLED. WHITE FACTORY PAINT INTERIOR, WHITE HARDWARE & MFR STD. IN LIEU OF PROVIDING PARTITIONS THAT HAVE A 3/4-HOUR INTERIOR JAMB EXTENSIONS AS REQ'D. PROVIDE FIXED 'TRU-SCENE'SCREEN W/WHITE FRAME. FIRE-RESISTANRATING, ONE LAYER OF 5/8-INCH THICK, TYPE-X, EXIST. WALL &FIXED SIDE LIGHTS-SHALL. BE ANDERSON 400 SERIES TYPE W/GRILLE TYPE TO MATCH EXISTING. GYPSUM BOARD MAY BE INSTALLED ON THE GARAGE SIDE AND (COLONIAL STYLE GRILLE) CONTRACTOR TO VERIFY. FACTORY MULLED. WHITE FACTORY PAINT ONE LAYER OF 1/2-INCH, TYPE X, GYPSUM BOARD MAY BE INTERIOR, WHITE HARDWARE & MFR STD. INTERIOR JAMB EXTENSIONS AS REQ'D. INSTALLED ON THE OPPOSITE SIDE. APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3. 5 9.ENTRY DOOR-SHALL BE ANDERSON A-SERIES TYP W/GRILLE TYPE TO MATCH EXISTING. _— —_ (COLONIAL STYLE GRILLE) CONTRACTOR TO VERIFY. FACTORY MULLED. WHITE FACTORY PAINT ATIONS. WHERE HORIZONTAL CONSTRUCTION EXIST. WALL DEMO'D INTERIOR, WHITE HARDWARE & MFR STD. INTERIOR JAMB EXTENSIONS AS REQ'D. 2. R309.2.2 HORIZONTAL SEPAR IS USED TO SEPARATE THE GARAGE FROM THE LIVING SPACE OR ITS ATTIC, SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8—INCH THICK, TYPE X, GYPSUM BOARD, INSTALLED IN ACCORDANCE 5 WITH THE REQUIREMENTS OF SECTION 805.1. OPENINGS IN HORIZONTAL ROOF a"THRURooF 4"THRUROOF 3 „x r mx #, --�.� �u � " NEW INT. WALL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS. WHERE THE EXIST. I EXIST. I MASTER HORIZONTAL SEPARATION IS A FLOOR—CEILING ASSEMBLY, THE STRUCTURE KITCHEN LAUNDRY BATHROOM BATHROOM BATHROOM SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS __ 4 THAN 5/8-INCH (15.87 MM) TYPE X GYPSUM BOARD OR EQUIVALENT. 2"v -�� z"v 2"v�_- -I- - - ---_ z�v NEW EXT. WALL ,u2"V I 1 112"V I ,,/2"V I 1 U2"V I 1 1/2"V I 1 U2"V I , 112"V I ,,@"V I 1 U2"V I 1 1l2"V I ,112"V I ,1!2"V I I U N, � I I 1 LAV � ; I LAV i LAV I WASH I TUB I W.C. I TUB W.0 r 1 W.C. I TUB ( -' . MACH. 11 I PROPOSED 1,011 S.F. AIDVITIONS 4 INTERIOR RENOVATIONS FOR FIRST FLOOR °W I I �. _ I I SHWR " �„: -M�. g' . 2" •� 2" 2 2" 2" 2" 2 2" F 2" 2 " 2" 2" \��� R ED AApC��� 3245 BEI=BE DRI V�E }"}IOS IBJ' I D�NG ti� t GUTGHOGUE, NY 6;7c� (i� �0' SCALE: AS NO'�M APPROVED BY: DRAWN BY. J.TLNZNM C.o. .------ -– — 3- 3" r, 4 DATE: I I–Ib-18 REVISED BY 3" s� TO APPROVED 4" 3" �"r., SYSTEMRYDISPOSAL '}"°}� Robert J. Gruber Architect . 1 RISER DIAGRAM ;` 476 Expressway Drive So. Medford, N.Y. 11763 516-654-4949 NTS �� DF m��� email: rjgruberra®aol.com DRAWNG NUMBER: FLOOR PLAN # 18-oQo SNAP-CLAD CLIP SNAP-CLAD CLIP PERFORATED"Z" SEALANT AT VERTICAL LEG WITH FASTENERS WITH FASTENERS VENTED RIDGE FLASHING OF"Z"CLOSURE SNAP-CLAD PANEL PA-151 SNAP-CLAD PANEL 3/4"TURN-UP SNAP-CLAD PANEL GABLE FLASHING SNAP-CLAD CLIP SNAP-CLAD CLIP SNAP-CLAD WITH FASTENERS POP RIVET PANEL SNAP-CLAD CLIP WITH FASTENERS PA-115 VALLEY FLASHING FIELD CUT, BEND WITH FASTENERS MINIMUM CLEARANCE RETURN IN PANEL, & HOOK RETURN OVER r • .. FIELD-FORM PANEL LEG ENDS TO VALLEY D VERTRER PANEL "Z"RETAINER STRIP — TO I.D. OF"J"CLOSURE—1 IS 6"MINIMUM EACH SIDE OF VALLEY. w.. _. CLEARANCE ..J..CLOSURE - ..._...., ON LONGER VALLEY RUNSR i PA-116 EAVE FLASHING -. . ...<' ...... :, , t'• ..: "r � i ': <� ate. •�," ,:� £ / I I f G I M (A ICE& '! PA-5 KEEPER �� 6 ,• t WATER SHIELD I + ICE &WATER SHIELD 5/8"PLYWOOD 1 i FRAMING DECKING ;` ICE &WATER SHIELD j 5!8"PLYWOOD DECK OPENING IN 1 "Z"RETAINER STRIP I DECK FOR SEALANT AT ,i SET IN SEALANT "Z"CLOSURE " AIR FLOW AL UNDER��z LEG VER & ;...__.......� SEALANT SEALANT " ' CLOSURE PA-5 KEEPER = ICE &WATER SHIELD "Z"RETAINER STRIP FRAMING "Z"CLOSURE SEALANT AT VERTICAL ICE&WATER SHIELD 5/8" PLYWOOD DECKING — LEG& UNDER"Z"CLOSURE FASCIA NAILER 5/8"PLYWOOD DECKING 1 DETAIL-ROOF EVE 2 DETAIL-ROOF PEAK 3 DETAIL-ROOF EDGE DETAIL-ROOF VALLEY DETAIL-ROOF RIDGE VENTED 311 - 11-0113 - 11-0113 - 11-0113" = 1 '-0" 3" = 1 '-0" 5 A-500 PROPOSED ROOF EVE. BEHIND T.O. PROPOSED VE 3 3 /. A-500 A-500 ML-1 ROOF <,i �--<.:.•._.diU./ .>r////„>.:_., /�:._.0 //% <.... ��\�;•�.._..._�\\� j,\\\��.:., .\\\\5::,;_..._.S: ...._.:».,... .ii1_fr......,,T ,,Tiro. `\\�; \•� ......................... • 10 R-301NSUL. EXIST. ROOF RIDGE BEHIND 10 2X10 ROOF \\ \' 10 \ - RAFTERS 16” O.C. 12 �- =-1 I 6 EXIST. 2X8 4 i \ iJ A-500 RAFTERS A-500 16" o.c. ATTIC S.S.METAL ROOF \ \` WATERPROOFING J ? ML-1 ROOF /! \ BATT INSUL.. ROOF SHEATHING Q i U: ar. :a\ :. ..firr \ 2X10 ROOF RAFTERS 16"O.C. `( ". \ o P-1 SLOPED �/ 5/8"GYP.BOAR ; CEILING I; INSUL. w ! ATTIC \ DUCT WORK I W-3 BEAM ...................... F5 �' // i/ \\ - w j ! �7 n 7 << n I ...... i' i \ o0 .......................................... Z i % ._._—. -�-- --i— -y-- .......... ............................. .................0 ....................0....... ........ ---- ------:......—.._—:..................._..._....._.._.._.._...—— � _... :.. - ._.. _ _ .. ........................ ............. ... _.............. -. ......_..............__.................................................................... ... .................................. . .......... ........................ ----------..........................-- 0 a 0 Fla Fla i __-.. _..._.._..:....__ .. . -- .._._ _ P-1 CEILING i 71 I ( P-2 CASING TYP � : / I ( ) . INTERIOR i EXTERIOR I �I � i I P-1 T-2 x O w ----------- ....--.........._..........---......_ EXIST. j ii o DOORS II 2X6 STUDS I6"O.C. L! DINNING/KITCHEN I 12 11 ST-1 __._........_. HALLWAY R-191NSUL. I I REFRIGERAT,"l "j VAPOR BARRIER I O STAIR WALL BEYOND 5/8"GYP.BOAI�D '! ! BOARD j j \ P 2 BASE I PRE FINISHED SHINGLE S-2 T1 �` ! W1 ' i 1X6 BASE 60,4RD HOUSE WRAP 'i WATER 3/4"FIN.FLOOR 3/4"SHEATHING + 2'- 6" _ ———. _ — _.. _'._---..-._.----_ j I PROOFING d 3/4"SUB FLOOR - _ - T.0 FIRST -- -7-7- �_:. METAL STRAP - NOD _.__._—_—...—_....---._..._..— -_._..._...............----.............-._.__...---- ------- END BEAM ....._...._..._..................... ......................._..........._ - ------ . BILCO SCAPEWEL 2X8 EXIST. ' � FLASHING EGRESS WINDOW WELL FLOOR JOISTS 11 - --- -- I MODEL #4862-42 + Q'- Q" ----._..___....._._.._ NEW TJI-560-560 x 11--1/8 R-30 INSUL. STUCCO FINISH .: 16" O.C. F. J. ® 16" O.G. ; GRADE TJI-360 x 11-7/8'FLOOR JOIST (3) 2X10 GIRDER - � � BEHIND ` 2X6 SILL PLATE III III III_ I �-bN j 0Q co 00 ANCHOR BOLT OPENING TO EW cfl �— EX LALLY COLUMN X ' CD BASE NT L�i BEHIND W I I I I � 'I00 III I EXIST. BASEMENT 1 CXW145 j I I I I (= NEW BASEMENT ' CASEMENT WINDOW II III-III - 51- 211 EXIST III I _ __ BASEME WIRE SPACINE 6 X 6 W 1/4 X W1/4 BASEMENT j - _ III III_ III- NEw71- 11 - ------- ---- --- - ------- - - -----_____ - - _--- ::_-_, : III BASEMENT WATER_ _ O ROOFING 1 SECTION-NORTH SOUTH VAPOR BARRIER 8"FOUNDATION WALL � I ^ III ( I I I 3/8"= 1'-0" FOOTING CRUSHED GRAVEL WIRE SPACINE 6 X 6 III I I III—I DRAIN 8 X 16 FOOTING W1/4XW114 � I , III , II INT- NOTE ° FOR FINISH SCHEDULE, SEE SHEET 5 '' FROFOSED 1,011 S.F. ADDITIONS 8 INTERIOR RENOVATIONS FOR �� RUTHIN05KI RE5IDENGE AP0 5245 BEE5E DRIVE GUTGHOGUE, NY VAPOR BARRIER �`��'" CRUSHED GRAVEL APPROVED BY: 8"X 16" 'Q �<, SCALE: AS T`(OTED DRAWN BY: J,TMNM FOOTING �p I I-I6-18 �} DATE: REVISED BY TYrlC�L WALL SECTION z; ' ; Robert J. Gruber - Architect 0_1/2 1 0 476 Expressway Drive So. Medford, N.Y. 11763 516-654-4949 _ n oe'lp;� 3573. � email: rjgruberra@aol.com F IdEw AWING NUMBER: 5EGT1 ONS 4 DETAILS 4 OF JOB: # 15-010 FINISH SCHEDULESHINGLE EXTERIOR WALL LD ITEM MANUFACTURER PRODUCT# COLOR/FINISH COMMENTS I COUNTER FLASHING W-1 WOOD FLOOR - - - 6' OAK FASTENER 1: T-1 TILE FLOOR - - - 12" X 12" PORCELAIN ; PA-121 HEAD WALL FLASHING T-2 WALL TILE - - - TBD SEALANT AT VERTICAL LEG , W-2 WOOD DECKING - - - PRESSURE TREATED PLANK OF"Z'CLOSURE SNAP-CLAD PANEL W-3 PAINTED MILLWORK - - - FIELD PAINTED MDF \ SNAP-CLAD CLIP WITH FASTENERS S-1 WOOD SIDING-SHINGLE - - - STAINED CEDAR S-2 WOOD-SIDING PLANK - - - STAINED CEDAR 6" PLANK P-1 INTERIOR PAINT 01 BENJAMIN MOORE - - WALLS/CEILINGS `T .:...,. . P-2 INTERIOR PAINT 02 BENJAMIN MOORE - - TRIMS P-3 INTERIOR PAINT 03 BENJAMIN MOORE - - ACCENT COLORS TBD P-4 EXTERIOR PAINT 01 BENJAMIN MOORE - - TRIMS/FASCIA'S P-5 EXTERIOR STAIN 01 BENJAMIN MOORE - - SHINGLE STAIN ICE&WATER SHIELD "Z"CLOSURE P-6 EXTERIOR STAIN 02 BENJAMIN MOORE - - PLANK STAIN ST-1 STONE COUNTER - - - CAESAR STONE SEALANT AT VERTICAL LEG &UNDER"Z"CLOSURE 5 ST-2 EXTERIOR STONE-01 - - - PORCH FOOTING 3/4"TURN-UP 5/8"PLYWOOD DECKING A-500 _ .— —� ------- -------�+ 24'- 101 ST-3 EXTERIOR STONE-02 - - - SLATE STONE-PATHS/STEPS ' T.O PROPOSED FOUNDATION FINISH RIDGE ST-4 STUCCO DETAIL-ROOF HEAD WALL \\� ML-1 METAL ROOF PAC-CLAD - - STANDING SEAM SYSTEM ML-2 METAL PANEL. - - - 11 1-011 CHIMNEY ENCLOSURE / \` i, \ A-500 10 10 12 \ ` 12 P-1 CEILING �` \ 221- 411 T.O. PROPOSED EVE: Fra F2a L-1 — 6 A-500lilt O B Y D 5 ti F M 1R E „ A-500 � r , r' 'l � t ih ,1 \ Y n 1 H v \ u c' + > -----............__..................._..._.._...._._....... - -------- --...---------------- ----------- 17 0 - ------- - ------- -- — — -- - — N W 2 4 i- RRI G T I 3x8 CEILING TIE EXIST. ROOF RIDGE E T'G X(b R. � P-1 � EXISTING �J I RIDGE BEAM 12 ........ - I R-22 BATT. 12 (3) 13/4 xcl 1/2 INSULATION 6 � 2X10 ROOF LYL GIRDER 1 RAFTERS 16" O.C. ML-1 II 4 I I MASTER BEDROOM 00 500 i 1 FS F5 6"X6° ML-1 1 A-500 - rl l POST R-22 BATT. 72 A-500 % F _ 6 -- / F2a r....._._`, 2a �... ,. INSULATION _ ------------------ + 101- O, 611 F2a Fla t , o �- -_• _.___ -_... _ _ ---- - I j . BEAM i — _— _ _ BEAM ,_.._:, ---------- 2' 6.. __ i' + EXIST. EVE F -- --...........-- .... - -- - - -NJ T.0 FIRST FLR w I _..........................._._..._.. 4- w � .. g -- --- — --- --- --- - .' I TJI-360 x 11-7/8' FLOOR JOIST 0 CL 01- 011 ~ / I 05\ / ROOFED GRADE \/ _F4 _ KIT;C EN LIVING n ! OVER .. j X , W `° j ST-1 COUNTER W-3 w i i II I i 1 O i PORCH _........ I I I L Z _ Tlil i '00 0 0 ' j o / \ o i Z NEW BASEMENT M -------N-, iM N_ i�1112 6 — _ T._ _. .. . ._.. _ ..... . . _ _.:- __ _--_ __ _ _ -- T.O FIRST FLR - --------------'—'-'-'---.._ . -'- =-- - --'--.._..__ --- �' WIRE SPACINE 6 X 6 W 1/4 X W1/4 b 2X8 EXIST. x ... FLOOR JOISTS -� + 0'- 011 16" O.C. (3) 2X10 GIRDER NEW I GRADE . ..... -� �' CONT. FOOTING VAPCR BARRIER BASEMENT I 61. i — -�T � 3 EP �(P. I 00 EX LALLY COLUMN SECTION-NORTH SOUTH NEW BASEMENT EXIST. BASEMENT PROP05ED 1,011 5.F. ADDITION5 4 INTERIOR RENOVATIONS FOR 5' 2" �v ,. K.. RUTH I N051G I RE51 DENG E ..............._............._.._............._._..... .._......__...__....._.._..._._.......... _..........-.... ................_........................................ ..........._...._.........._........._......... ' ....................._...._._._......._._..._._..._._.. ....._.....__....... C EX. 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Medford, N.Y. 11763 516-654-4949 (OD SECTION-EAST WEST ���, X57' o�� email: rjgruberra@ool.com F OF SEW m 5EGTIONS 4 ;DETAILS # 18-oqo .�.._ I . +22'-10" -- ROOF PEAK +22'-10" +22'-6" ----- T.O.PROPOSED EVE - - PROPOSED ROOF RIDGE PROPOSED ROOF PEAK \ STAND( M j /, \ METAL ROOF �l% ! FASCIA FASCIA .. . 11 I . ! , ! !.. ., I . I... ( SOFFIT . /' i. -V ..! 1111.. ;.'... J i..., J I 1 . : SOLAR PANELS ....;1111;::! J .. ' 1 CEDAR SHAKE !.. '.........`.. ..1 I i:,; ... ,:.:.i:.: ..J..-r:.' I ME SHINGLE SIDING \\ / / i ;j.: ! >... f ENI N SY ---/-- - --11__11..-_...- ---- ---- - ---- . ......1.. I . ! I I STANDING SEAM . . ii i j L..; i . .... ! ' ,. ': I -,. ( i_ METAL ROOF i L° O O O J + " .� 17-0 ., . ( i ( :. ..... ............... . \\ 17'-0 I. l I - I _�. .;_ ' - ._._ .- - - _._ ..._.- 11_11 � � � ` :. . . ' 1111 ' :,:--.._...__.;r._.........._ -•--...._--._._._.....,....---...__....,.._._..._._....I __..,-.- -:.-.- _....._.... --.._-.-._.-.-- -._. _... _ - __ _.. -- - _ - : , . EXT G ROOF RIDGE EXIST.ROOF RIDGE _._ - - - - ._ 1111: _. f -1-i.1. ..._< 1111. ( 1: i '! •i I .-i_- ..1111 I ._T.._. ..'[�-..-•__'- __._;'...___-_;1111__.. i' i I ;i I: r .. ;.., .: ...1111 !.. I...i., ;.., ., ,: :; i ( ---- I; I. ! \ 1: I I I: I I' ! j I' : I' I: (' .I t I STA DING I \ i! !, / I : I ; i ROOF i+ ,. 1:111. : ! II !i i �.� ..."Ll .,.. ,1111 1111.. , , ,, , I, I 11 i ! !1111. ... ! 1 !. 114 r i .: METAL I I ...... 1. n 1111,... ......., , t 1 is u I I .. : , AURE ; Ij 1 z ti CHIMNE - � <...., 1.111.. 1111.., . . 1111. � : I . , t.....i , 11:11.. T ,_ I t ;: (1111 i... I " STANDING SEAM o ; STA DING SI' I I I,... / ENCLO, s I ( . ii I: i II : 1' 1;111. _..1 ( I. SEA ROOF I i I' METAL ROOF .1111,.. i i , O ! i ! ;! . 1 I li1InI 'II'i ,: i iii! ii i I I ppQ ' ti !t : I i i Ir t` : i ::-.- ! , .. .! 1111... t. , '`�: 1111 . 1 . . . .. . .. - - - - - - �-- --- - --- --- _._! --__._ i I' p . /. i ! : i i I . �.. i 1 : ! ..1.. .. .....t.... !. 1111. - -___111_1.. p 1.- 1 _1_1_11_._ I! 11 it. ;tI: : I I .......J' :::.:J1 ___, ,. .. . .........................<....,.... ...'-.- ...... _, 1111 -^--, -- .--b., I o��� , t I : ? : . t' : 1 .. ; .....4'.....11. -...._.._.._._._.. .. ( ; i II li: 1111.. , I11111 ... �: Ir : : . L....L..i ! r ..... .L.... 1111...... L... , 1111 ...... .. .L...<_ ... .. i... 1111.. ...1111...1111..........__.1111..I..., 1111. .., _ T- -11_11.r - - -"-' i--� ! --- EXIST.EVE .._,.... ... , LFASCIA [ . PORCH ROOF:11;11.t i IT EXISTING : I I , I I... !...1111..I . NEW ADD ION I ; .I . . . T; . : -- - -- I + F... . ! i l ,.! :I I t i ! : I t ! !1111!. 1111EDAR SHAKE t....; t...., ............. . : ( -_- -•- -- - ---- C ( ' i TRIM 1...1 "t ' / ! i ..t I. jI...l .1 . 11 : 11.. iHINGLE (DING !..i.:Iis s I E E "I , ......... :.........................:.....� j - ,. 8 TA•. t / 6 STAINED i 111:1..J ,� ;1111. ;11:11., t i : z ..., ............................ l ... 1111 -..-......., CLAP BOARD ........ ... ,.. .. <.... . ... ...,...... ....,,.. .. .. . ,1 .......11.1.............I............,-.... . .......................4....4, -1 , . . t....... ... 1 COLUMNS F t...; i. I : I .. , : 1 m 1111... MITERED t CEDAR SIDING 1_. j . ! // i . . .: .; ..,. - I.. TAPPERED . / I . , I. ,.. ... , ---'- -- CORNER t } : I . ILJ t i I i METAL CHIMNEY ---- .- _ - .r- -- i.. , COLUMNS ---- - - - -- t I I : I „ . . ENCLOSURE i'b 4 , 1111.._ �. 11_11_... -. �..__-.. MITERED 1 ; : : ; ! I j 00 01 ',I I 03 2 04 I ! i 1 t : I : -. ... . 1111 I I ... L. I , i ! 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T O FIRST FLR - ...i i EGRESS W11 BILCO INDOW DOW WELL ;....:..i... :.... s:' .... _ - T.O FIRST FLR t.::.. <..,... , 1111 FOUNDATION WALL ..... 1.. .. :.... ;.................. _,. .._..--------1_._..__1.11.---- _ _ _.__...-- -.._._._.....-.. -- -- -- ----- - - - ------ - - - - - - ---...._............---1111.-- ------- _ --- 2 -t�.' ---_:-.----- _ :_..._-.____ _ --------- ... .. _ ---- - _ MODEL #48B -42 ? . . . .. _-_--- -- --- --- -1111__..-.-_.-... __.------ - - _ .. . . ----1_111-...----------- --- ------ ---- _.__-.---..- _...- - --._-_ 1111... - . -1111 .- . --._ - - - - - - GRADE _ - - - - 11 10 GRADE �u - - -- EXGRADE _-__•__ _ I , +0'-0" +0'-0" -- ----------- --------------------------------- ------ ------- - - - - --_ _ - - - - - - --------- --___-- - � I GRADE(AVG) GRADE(AVG) - --- -----�-t------- ----- - � STEPS STUCCO FINISHED I I I I e I I STONE VENEER I SLATE STONE FOUNDATION WALL I I I I I e SIDING L..-1 I-J I H - - - - - - - I '- _� 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - q - - - . I 1 PROPOSED ELEVATION SIDE-NORTH 01/4 PROPOSED ELEV. FRONT-WEST 1/4" = 1'-0" " = 1'-0" I ...- I +22'-10" -- . +22'- 'PROPOSE;i-..':%,'RIDGE ------------ _ _ +�22'-6" PROPOSED ROOF RIDGE I. \\ �- - 't'PROPOSED ROOF PEAK I ji ' !i STANDING SEAM I . METAL RO F O i i ! i i ! ! ! I! I I i I I I . / i I I ; SOLAR PANELS !"'" \ I ! i : : t i ! i ! i i : : .: , : i I... I : I \ I I i J:., I I I CEDAR SHAKE \ i I I. I CHIMNEY BEYOND - ! i! SHINGLE SIDING ! : ! I -I : - �1I I \ (- 1IT 1 � -l1- j t I I ! j ; ! \ I . I ! I STANDING SEAM , I ; i i t..! . I I! i j I I 1 \ I ' I METAL ROOF ! ! ! ! ! ii : M I j I III I I I I I I I I I I I I _ + . " !. ,... ! : I 1 1 _... : I - -1111 _.. __111.1.. --- -- - -- __ I .. :I .. - -- -- - -- - - I ; -- ,.,.. \ _ -.. _1111 ! c r P i EXIST.ROOF RIDGE I -ii I : i! : / ii I: t : : . , I I ! I ii ... 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PLA R I-_._ , 1111.. .............'1111. . . , EX GRADE --may_ -1-- - - = - - - - .- - -- --_ -..-._..�......_.._._N E --- - - - GRAD _. :� -It ; GRA E - _ .-_-.- - -- - - .- -- - -- -- - - - - -- ------------ - --_ ---- I I I X11 I i it �" I GRADE(AVG) CEDAR SHAKE I I j I I PLANTER7 SHINGLE SIDING STUCCO FINISHED 6"STAINED I I I STUCCO FINISHED - I I ! FOUNDATION WALL I FOUNDATION WALL CLAP BOARD I I CXW145 1j � II CXW145 pl 11 CASEMENT 11 I I CASEMENT M I / 11 I CEDAR SIDING --i I L------- I I -------J I 1 I ( WINDOW WINDOW I I BILCO SCAPEWEL BILCO SCAPEWEL - EGRESS WINDOW WELL EGRESS WINDOW WELL - IMODEL #4862-02 MODEL #486242 1 - - - - - - - - - - - - �- II��II -L J &1-1-4�-�=- PPOSED ELEVATION SIDE-SOJTH (D PROPOSED ELEV. BACK-EAST REV. # I 0I-08-ICI -,-,7 PROPOSED 1,011 S.F. ADDITIONS 4 INTERIOR RENOVATIONS FOR , RUTH I N05K 1 RE51 DENGE �>N ��tz�D AA'C 5245 BEEBE DRIVE GUTGHOGUE, NY 11 ��GO�t '� s�Q��C'y SCALE: ND'(E17 APPROVED BY: DRAWN BY: J."�RNER s"� `� DATE: 11-16-16 REVISED BY : 1, 1W,cw._:` X- Robert J. (Gruber - Architect 476 Expressway Drive So. (Medford, N.Y. 11763 516-654-4949 19) 1��'1 �1 email: rjgriuberra@aol.com � OF N Ech1 `(O �- ELEVATIONS 6 Of= 6 # 18-oao