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HomeMy WebLinkAbout46592-Z Town of Southold 4/26/2023 P.O.Box 1179 y a h 53095 Main Rd i oy�j0 ao� r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44053 Date: 4/26/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2905 W Creek Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/2/2021 pursuant to which Building Permit No. 46592 dated 7/21/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including;finished basement, covered deck and deck,to existing single family dwelling as applied for. The certificate is issued to Schoenhaar,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0441 4/13/2023 ELECTRICAL CERTIFICATE NO. 46592 12/14/2022 PLUMBERS CERTIFICATION DATED 1/10/2023 )AAam Grenfir u ori ignature �Su Fat TOWN OF SOUTHOLD �o ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy • oma : SOUTHOLD, NY BUILDING PERMIT I (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46592 Date: 7/21/2021 Permission is hereby granted to: 2905 WCreek LLC 60 S Gillette Ave Bayport, NY 11705 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. i i At premises located at: i 2905 W Creek Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-6 Pursuant to application dated 7/2/2021, and approved by the Building Inspector. To expire on 1/20/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,236.80 CO-ADDITION TO DWELLING $50.00 Total: $1,286.80 Building Inspector o�*oF So�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �� • io sear.devlin�D-town.southold.ny.us Southold,NY 11971-0959 COUNT`II BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Schoenhaar Address: 2905 W Creek Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 46592 Section: 110 Block: 5 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE [contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Surrey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 41 Ceiling Fixtures 22 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel 50A A/C Blower 1 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights 12' Dryer Recpt 30Ax2 Emergency StrobeHeat Detectors Disconnect 1 Switches 3$ Step Light 1 Exit Fixtures Sump Pump 11 Other Equipment: Oven, Hood, Fridge, DW, Micro, W/Dx2, 200A Panel 42 Circuit/ 24 Used (16) arc/ gfi breakers Notes: One Story Half Finished Basement Inspector Signature: Date: December 14, 2022 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road : Fax(63 1)765-9502 P.O.Box 1174 Southold,NY 11971-0959 ' 4 } BUILDING DEPARTMENT TOWN OF SOUTHOLD CER11FICAM O-N Date: 10 �✓ Building Permit No. Owner: lease prin) (Please print) 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 1 C; day o ( 20�?3— GL GP�KI", r1-� Notary Public, lyf4d&4- 6.1 :C`oulEtfy LINDA S MANNINO . JAN 1 2 20L3 Notary Public,State of New York > Registration No 4948506 - LD Qualified in Suffolk County SUILDINGDEIT Commission expires April 26,2023 MWNOFS®UUi LD ,\\Iaf so TOWN OF SOUTHOLD BUILDING DEPTM 765-1802 A� INSPECTION I' FOUNDATION 1 ST ROUGH PL13G. FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL FIRE SAFETY INSPECTION FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: DATE INSPECTOR OF SOUIyO� �& - # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) OLECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 4 In DATE INSPECTOR �q OFSOUIyo - ------ - --- -__ * # TOWN OF SOUTHOLD BUILDING DEPT. °ycouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: loe af 0� VkYgo� SVAMJA r oV% T s d� �--� 1 DATE �1 YO4 JUN 0 3 2022 ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM BUILDING DEPT. 1250 EVERGREEN DRIVE TOWN OFSOUTHOLD CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department June 3rd, 2022 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 Re: Schoenhaar Residence 2905 West Creek Ave, Cutchogue, N.Y. 11935 District-1000, Section-110, Block-5, Lot-19 Building Permit Number—46592 Inspection — Rough Plumbing On May 27th, 2022, 1 inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System (WS). The inspection results are: 1 — DWV— System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required. New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2 —WS — System was fully exposed and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RA RF-Q A qE RC Nlcho NQ °y mT 0444?-S �r O I 4r`c OF NES� I ZACKERY E. NICHOLSON, RA ® 3 ,���� ZENICHOLSON.ARCH@GMAIL.COM ��N 0 1250 EVERGREEN DRIVE Bui�DIN EP(jLD CUTCHOGUE, NY 11935 TOW0 of sovj t PHONE: 631.513.6589 Town of Southold-Building Department June 31d, 2022 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 Re: Schoenhaar Residence 2905 West Creek Ave, Cutchogue, N.Y. 11935 District-1000, Section-110, Block-5, Lot-19 Building Permit Number—46592 Inspection — Framing —Tie Downs - Strapping On May 27th, 2022, 1 inspected the construction at the noted location. The inspection covered the framing, tie downs and strapping for the new residential structure. The areas inspected included the Basement, First Floor and Deck of the addition to an existing dwelling. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RA RED Ape C (E.N(c y�T Q- - h� % sj 044425 �F 9TF OF NEIN yO ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department July 5th, 2022 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 Re: Schoenhaar Residence 2905 West Creek Ave, I DJ Cutchogue, N.Y. 11935 JUL 7 5 District-1000, Section-110, Block-5, Lot-19 2022 BLDING co Building Permit Number—46592 TOWN OF SOU-PHOLD Inspection— Insulation & Caulking On July 1St, 20221 inspected the insulation and caulking installed at the noted location. The inspection covered the basement, exterior walls, interior walls and the ceiling/roof. The inspection results are: 1 —Walls—Insulation provided and installed by Drywall Solutions. Insulation provided rated as R-21. The insulation provided was done in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. 2—Ceiling/Roof—Insulation provided and installed by Drywall Solutions. Insulation provided rated as R-49. The insulation provided was done in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. 3—Cellar Ceiling—Insulation provided and installed by Drywall Solutions. Insulation provided rated as R-30. Additional Closed Cell Spray provided in basement perimeter box beams. The insulation provided was done in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. ZACKERY E. NICHOLSON, RA 'CERED ASC N4QEy ICy0�/T���O 1TgT 044423 OQ� F OF NE`t� f2c ZACKERY E. NICHOLSON, RA ® f� ��" r� 0 ZENICHOLSON.ARCH@GMAIL.COM 1250 EVERGREEN DRIVE JUN O 3 2022 CUTCHOGUE, NY 11935 BUiLDINV�� tri. ¢m� PHONE: 631.513.6589 TOWN OF SOUTHOLD Town of Southold-Building Department June 3rd, 2022 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 Re: Schoenhaar Residence 2905 West Creek Ave, Cutchogue, N.Y. 11935 District-1000, Section-110, Block-5, Lot-19 Building Permit Number—46592 Inspection — Footing — Pier - Reinforcement On December 10th, 2022, the footings, piers and reinforcement were inspected for the construction at the noted location. The areas inspected included the footing depth, size and reinforcement, pier depth, size and reinforcement of the new addition and deck. The inspection was completed before backfill. The inspection results are: The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RA RSD q E.NI"y N2-: 1/ I 01 0444ZS 4TR 0F PN4 yO ZACKERY E. NICHOLSON, RA ZEN ICHOLSON.ARCH@GMAIL.COM 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department June 31d, 2022 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 Re: Schoenhaar Residence 2905 West Creek Ave, JUN 0 3 2022 Cutchogue, N.Y. 11935 BUILDINL DtPT District-1000, Section-110, Block-5, Lot-19 TOWN OFSOUTHOLD Building Permit Number—46592 Inspection — Footing Keyway and Foundation Wall Reinforcement On December 17th, 2022, the footings and foundation were inspected for the construction at the noted location. The inspection covered the footing and foundation for the new addition and deck. The inspection was completed before backfilling. The inspection results are: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RAQED qR j cE c e. E.NIcyO �r A NQ' Z S4T 0440.2'' AO F OF N6`�� ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department June 31, 2022 53095 Main Road Page 1 of 1 PO Box 1179 Southold NY 11971 - Re: Schoenhaar Residence JUN 0 3 2022 2905 West Creek Ave, BUiLDINL' ,tr I. ` Cutchogue, N.Y. 11935 TOWN OFSOUTHOLD District-1000, Section-110, Block-5, Lot-19 Building Permit Number—46592 Inspection — Foundation Parging & Damp Proofing Before Backfill On December 31St, 2022, the foundation parging and damp proofing were inspected for the construction at the noted location. The areas inspected included the footings, foundation walls & piers of the new addition and deck. The inspection was completed before backfill. The inspection results are: The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. All formwork holes were parged. Foundation walls and footing damp proofing was applied continuously on all new construction areas. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. ZACKERY E. NICHOLSON, RA RED ARC E.N1 Ax NQ � ti i sa' 04442'S Q`ti' I 4rF OF Building.Envelope and Duct Tightness Report 2018.:1ECC:as"amended;by the.2020 New York State'Supplement,sections:402 4:11 and.403.3.4 Address of Tes.0005 Creek Avenue,"Cut& ue NY 11935 Test Date 12/22/2022' Building Permit#: 46592 Compliance-Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 415029.4, Home,"Energy.Solutions NATE413# 187'Easf.Main Street ICC ID# Huntington,NY-11743 BPI:4 ";63:1.=673'=0664 • Bt ildiniz Envelope Ti6tness Volume Calculation Check-M. Floor Area Volume' 0.Conditioned;Basement Basement 0 E]`Conditioned&awl.Space - St 0 EIS61ed Attic.. nd 2 0 *The conditioned''floor:a�ea of:dwelling is-calculated in. 3`d . 0 accordance witTANSI2,765,except that conditioned floor Attic. 0: area includes areas;where,the-.ceiling height is;less th'an"5 Total Volume . !0" ft' CFM @50:0a Air changeg*,, @50 pa " ' Code Compliance: N/A Duct Ti htaess:- Post Construefion Test=Total Duct Leakage E Systein-l: Whole House i - Duct Location Basement .•Floor Area,4 34 Leakage` CFM,@, . a'58:6 CFM/100 ft2 25pCFA 3.20,- . Code Compliance: Pass System-2: Duct Location Floor Area Leakage CF-N4 @.25pa CFWI-0.0 fe.CFA Code Compliance: System-3'• Duct Location ;Floor-.Area Leakage. CFM.@ 2Spa CFM/100 fe CFA Code Compliance: . All building envelope.tightiness testing ha1.s 1 1.been yerified using instruments and procedures specified in.ASTM E182Tas required by 2018''IECC•as•amended by the 2020..NeW'York:Siate.Supplemerit,section-402.4.1.2.The:building"duct and plenums has been :verified as•regaired byahe2018"1ECC,as amended.fiy;2020,New York State Supplement,Section-4033:4. Signature: Date: 12/22/2022 Chris pher. ilvia`Home"Pnergy Solutions PRODUCT PERFORMANCE uWAT P R O T E C E G 3 SGHOEAJH4,v,2- j2c_SIDEuGE 290 f W LZ- CkEE k. 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ti Full Divided Light Grilles 0.36 0.20 0.41 (-Withodt Gdlle_sr 0.91 0.30 1 0.51 ` Simulated Divided UghtGrilles 0.31 0.27 0.45 Fnelight"Light Grilles 0.32 0.27 0.45 d'Double•Hung Windows Zy Full Divided Light Grilles 0.32 0.27 0.45 `AND-N-91 F Without Grilles 0.32 0.19 0.28 .. w " Simulated Divided Light Grilles 0.32 0.17 0.25 w - � o Finelight Light Grilles 0.32 0.17 0.25 a Full Divided Light Grilles 0.33 0.17 0.25 Without Grilles 0.31 0.20 0.46 wSimulated Divided Light Grilles 0.31 0.18 0.41 Andersen®NFRC Certified Total Unit Performance 3� Finelight o.3z o.18 o.ai 400 Series Windows Full Divided Light Grilles 0.32 0.18 0.41 Without Grilles 0.29 0.31 0.53 For current performance information please visit andersenwindows.com. rte, Simulated Divided Light Grilles 0.29 0.28 0.47 ASerles o Finelight"Light Grilles 0.30 0.28 0.47 Picture WindowsJ Full Divided UghtGrilles 0.30 0.28 0.47 Andersen'Product Glass Type U-Factor'i SHGC2 1 Vr3 z, AND-N-88 ¢ Without Grilles 0.30 0.19 0.29 Without Grilles 0.33 0.31 0.53 N h rN, Simulated Divided Light Grilles 0.30 0.17 0.25 w Simulated Divided Light Grilles 0.33 0.29 0.48 v Finelight Ugh[Grilles 0.31 0.17 0.25 400 Sides Finelight`Light Grilles 0.34 0.29 0.48 a` 3 Full Divided Light Grilles 0.31 0.17 0.25 Casement Windows Full Divided Light Grilles 0.34 0.29 0.48 Without Grilles 0.29 0.21 0.47 AND-11-1 Without Mies 0.33 0.20 0.29 , °t Z6��', Simulated Divided Light Grilles 0.29 0.19 0.42 Z: W= Simulated Divided light Grilles 0.33 0.18 0.27 o ° Finelight Light Grilles 0.30 0.19 0.42 -N: o�' Finelight Light Grilles 0.34 0.18 0.27 �E � Full Divided Light Grilles 0.30 0.19 0.42 - 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J" Full Divided Light Grilles 0.30 0.17 0.37 Simulated Divided Light Grilles 0.83 0.40 0.35 continued on next page - 212 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) � y ------------------------------------ • C FOUNDATION(2ND) � O - 11� ROUGH FRAMING& tl7 PLUMBING y INSULATION PER N.Y. y STATE ENERGY CODE Z3 del Ae�e eat, wsw�a�hv1,0A 2 AeAa FINAL Ly ADDITIONAL POMMENTS &Z CIO 00 '� a V&6 c-teetvez rn s / �� A 1 3 ev e` Ire T r N W O Z ~ H � x a d f �o��sUFFQi¢�OGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtowmy_gov f Date Received APPLICATION FOR BUILDING PERMIT ►D1f o V f For Office Use Only ff�� IILJJJ L��y' / PERMIT NO. Building Inspector: 4JUL — 2 2021 Applications and forms must-be filled out in.their,..entirety,.lnconiplete BiuFT�DINO DEPT. applications will not'be.accepted. Where the Applicant is not the.owner,, ,an '�' «,� C7���{,.T7T' LP Owner's Authorization form(Page:2)shall be completed. Date: 1st July, 2021 `OWNER(S)OF PROPERTY: Name: Mr. David Schoenhaar SCTM#1000-110-0005-006.000 Project Address:2905 West Creek Acenue, Cutchogue, N.Y._ 11935 Phone#: 917,626.7580 Small: davidschoenhaar@yahoo,.com Mailing Address: 60_S Gillette Avenue,__Bay-port, N.Y. 1.1705 ------_._-______.-_.._._._.._.____.___.�______...-___.-. CONTACT PERSON: Name: Nigel robert Williamson Mailing Address: P.O. Box 1758, Southold, N.Y. 11971 Phone#: 631.834.9740 Email: nig el_architect@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name: Nigel Robert.Williamson.R.A.. . _. „ Mailing Address: P.O. BOX,1758,Southold,--N.Y.-,-11971 Phone#: 631.834.9740 Email:_nigel_architect@hotmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? WYes 0 N Will excess fill be removed from premises? ❑Yes ®No 1 ` PROPERTY INFORMATION Existing use of property: 5(�CI�� Intended use of property: S��� I LII Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to P— this property? ❑Yes PfNo IF YES,PROVIDE A COPY. heck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by ..ter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuantto the Building Zone Ordinance ofthe Town of Southold,Suffolk,county,New York and other applicable Laws,ordinances or Regulations,forthe construction of buildings, additions,alterations or for removal or demolition as herein described.The.applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): XAUt'horized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF 1-) N lQeL 4869-r- Oil—LlAA4Z being duly sworn,deposes and says that Xhe is the applicant (Name of individual signing contract)above named, ;R11he is the i'r , (Contractor,Agent,Corporate Officer,etc.) of said owner or owner's, 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Sr- — C_:i � day of JL) 20-24— N ary Pub&VID J.JANNUZZI NOTARY PUBLIC,STATE OF NEW YORK Registration No.02JA6052US PROPERTY OWNER AUTHORIZATION Qualified Ex in Suffolk County 2 Commission Expires February 13, � 3 (Where the applicant is not the owner) residing at 6(:> /(1 l 170 S� do hereby authorize t i`'e_ h1, to apply on my behalf to the Town of Southold Building Department for approval as described herein. - S�� 6 CP-g l,,,- r Owner's Signature Date Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY#Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www,d ec.ny.gov TIDAL WETLAND LETTER OF NON-JURISDICTION March 31, 2021 2905 WCREEK LLC DAVID SCHOENHAAR 60 S GILLETTE AVE BAYPORT, NY 11705 Re: 2905 WCREEK LLC 2905 W CREEK AVE SCTM#1000-110-5-6 CUTCHOGUE, NY 11935 DEC ID: 1-4738-04797/00001 Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property landward of the 10-foot elevation contour line, as shown on the survey by John C. Ehlers, last revised February 5, 2021, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act. As no permit is required at this time, we are voiding the application fee check (#190) that was included in the application packet. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundaries and your project (i.e. a 15' to 20' wide construction area) and/or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Laura F. Star Regional Permit Administrator cc: Nigel Robert Williamson BMHP-TW File NE1V YORK Department of v rTr ivrhTY Environmental Conservation FFOL� �`n TDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ti ! 'DIVA( 0`N jp&' Hall Annex- 54375 Main Road - PO Box 1179 c • ®w�of 6%wSouthold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' ' rogerr(cDsoutholdtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: F r ( C—C-4a2 I L Electrician's Name: R,0-8 License No.: q(,2 2Z���yJ,C, Elec. emal p e Elec. Phone No:63/ (-,�o3 e/ ❑I request an email copy of Certificate of Compliance Elec. Address.: P o gp/ 6, S JOB SITE INFORMATION (All Information Required) Name: I 5 c 4 oe �) k r4 �- Address: ;Z. Cross Street: Phone No.: w93 S� Bldg.Permit#: k:5,?9 email: Tax Map District: 000 Section: 10 Block: Lot: BRIEF DESCRIPTION OF WORK INCLUDE SQUARE FOOTAGE (Please Print Clearly): N a dA)7a, -- Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YESffNO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [gNO Issued On �,SV-1-A IFI L (00AnV Temp Information: (All information required) u Service Size`®1 Ph❑3 Ph Size: Z-0 —A # Meters �- Old Meter# ❑New Service[]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑UndergroundKfOverhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y N Additional Information: RC-An Ian a� oi� Gb �}��, S�v;tee a G,��.� l.Ke PAYMENT DUE WITH APPLICATION BUDDING DEPARTMENT- Electrical Inspector 41% `� �� TOWN OF SOUTHOLD {� y ` ��©`�oT%Op Hall Annex - 54375 Main Road - PO Box 1179 eo Southold, New York 11971-0959 ®� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(d�southoldtownny.gov seand(c�southoldtownnV.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (au information Required) Date: Company Name: (f— e C—:_ Electrician's Name: 108[,2 License No.: `Y G Z 2�T/?t Elec. email .7 ` G L,- , L (� r� 2— Elec. Phone No: 3j 26- �c3q El request an email copy of,Certificate of Compliance Elec. Address.: Pu A()X JOB SITE INFORMATION (All Information Required) ' Name: ��— Address: C C C '�/� UZ Cross Street: Phone No.: 3 / 7 Bldg.Permit#: i�(� Sq�- email: Tax Map District: 1000 Section: 1 110 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES�NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [gNO Issued On U) QrWAL4 (C o Temp Information: (All information required) u Service Size`®1 Ph❑3 Ph Size: ' o A # Meters �- Old Mete r# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑UndergroundEjOverhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y DN Additional Information: t� C a i �d 4,p s rye v�e�lnc���c l.�e r PAYMENT DUE WITH APPLICATION ' CP YIU lJ�-#iu' 14j1{1 ti� CGM � II �� ry Nigel Robert Williamson .Architect P.O. Box 1758 Southold, NY 11971 Phone 631.834.9740 July 21, 2021 Ms. Amanda Nunemaker,Bldg. Permits Examiner Town of Southold Bldg. &Zoning Division 54375 Main Road Southold,NY 11971 Re: Schoenhaar residence 2905 West Creek Avenue, Southold,N.Y. Dear Ms.Nunemaker: Please find enclosed the following: 1. Existing basement and first floor plans with demolition shown. 2. Sections sheet with Revision A dated 201h July,2021. 3. Andersen Stormwatch product performance cut sheet with U-Factor and SHGC. I respectfully request that the drawings be attached to the original building permit application set and that the product performance cut sheet be included in the file. I trust that everything is in order. If additional information is required please do not hesitate to contact me. I thank you for your assistance in this matter. Your's faithfully, Nig Robert Williamson R.A. 5URVEY OF PROPERTY N 51TUATE: GUTGHO(WE s TOWN: 5OUTHOL.D Or FormAeH 'Ha55eldine WCl E 5UEEOLK GOUNTY, NY t JeHa 5,dine Edwar an SURVEYED 04-IQ-2005 Bet y GARAGE FINAL 08-25-2006 TOPO 12-22-2020, PROP. 02-05-2021 00' ' N81 SUFFOLK COUNTY TAX # 1000-110-5-6 we N � 9 CERTEFM TO: David Seh®enhaw prop I IFF IVY 1 . 25 \ + J I + r + N3 qbt 11 \ t S ci zo' masonry � 1 � I I + r patio 1 1 I 9 Fr I t�` I I Story , 1 I o► '�, N concrete walk 4 steps 5_y' 1 , I I p, 1 , t HOU50 For IIGZ NOTES: +00"W L 5tane�y DZ1° ■ MONUMENT FOUND 9 °B 581 p PIPE FOUND fl d TEST HOLE ELEVATIONS REF. NAVD '88 DATUM 12-08-2020 9SHANN BARON M.S. NQ _ VnaRhoAiea alterMion or aaaiC'ron to O survey SANDY LOAM WITH GRAI(EL SM ��� G. E/f��� a rtropbear)3o V-72rak Stas.6 -'2,of th° dbtbn aP section 7ork wlrolvnlan 2,of the �® 0 . �p d� �q r "Qtly copies tram the orlgrl oP tn'e Survey y.J cid 4 P� JiT muKea nRh m org'nol of Ene Iced vrveyar4 et +{ \1 rc �',i,Sy � r� stampoa goal span be car�Ieerea to ne voue true ((�1,1tY — �qt (coq 51�rlA Ti a.'� e capree" ?'(Dad � , � 'll _�'-`-`' "GartiPiwtfons Intl�atetl hereon�gtlfy Nat thb e,ry a 3.3 12.5 MIXED SAND WITH GRAVEL 5P 1:�11���5f'.s=, �, yr ey was f Pr=Laa f accarm�ce wnn tt�ex- p�\Y I<9"n:' s Q'C1r Istulg Goon of Procure for lana Surveys aoopteo the New 9 State Also —Li-P 11e for q taw sw„�yare.sola certlPeatlorls snaN rim only to the p son rot rewm the survey b praperea, (C aon ne behalf to ne clue comps y,gave n en ti 502 f col aqe cy ana level rstlwnon nstetl Hereon ave L.4�C ;-' to t_ a an,e�to laeeiiio w'I C-0 12.5 - 23.0 COARSE SAND WITH GRAVEL 5P - _ { ' AREA = 20,000 sf or 0.46 acres JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"= 20' 23.0' - 2a.o' WATER IN COARSE 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 SAND WITH GRAVEL 5P RIVERBEAD,N.Y. 11901 631-369-8288 REF.-C:\UsersUohn\Dropbox\05\05\05-166.pro I ase.arn c. ALL. PROPSIR-TIE,5 VJIT-HIM 150, 0' COW-W-GTE-D -M PUSUC, WA-rE-Q- FU� E.L. .2,4,5 a 1"!.i qat:r- C T rINISHED GRAM- % T I-IA 20- 4- G' E91CK -2Ri- tEirELIW, COURSE -2c, "W vvww d: IC1 I l`AV Virww COM81 I.com • 4 t It.. r/ SOR-35 (for other Wales) :7 r/ 7-7 600-2-72- 1180 511 2 4 If' =—S.' r P -, IL EZ. 171 4 -------------- Sy 1-+W,eycavatorsand mntrae.Tons wrirkir 9 in For safety reasons,fictnaminers are the five ll�o!oughs of New York City and Nassau strergry encesfoged to call as Wu-I and Sulolk Cour.tles on Lopir,5sland must ivirlhen plarsi-irg any type of dijg,ng on D WE LL I Q Gr contact 019�jet,1 800-272-4480 or 811,at thetrpropefly I-lorneownetscan least 48 hours but ro mor"than 10 working contact us directly at 1-800-272-A480 days(0)(CILding weekends and legal ticlidays) or by tall:ng 311,In.s national cwt prior to beginning any mechanized d9 gor gwq before Vou dig nurnber.For excavation r--Y-pf-(,'I-LL 141 Cf H r-c,-F 04-rC-12- 7' 0 J.�E-7) work completed an pnmonat property,it D CXC-.)V.Ihon work to ensure underground lines are mailked.Excavators and contactors car is thn nontract oes rarponsibility-NOT S I also submit locate roqjw;�-;on)4-u,through the horneowncr's-to c-mlia-.1 0:gwel ITIG.If you do not curnintly use ITT,';,please Having utility lines marked privy to COLLAR 24' Elm PlYr, call 1 W10-524.11`503 for more vrlorrn�%Ilon diggings tree of charge. 'iA TS) GI MM- Atm CUVER FIRM JQlIIT Haim G) 110 PIPE 03034 1 . 74 59R 35 0 cl scre PIPs,Tr —tl -0 Cf 30,OEM • TO SEPTIC 40 moil TRIN 0 0 1- CI 60* 2. CT To PVC 11911SE CIG -A ADAPTOR cc V )-CI 0 'D CLEANOUT 6;s �.c n Hr-HP-y A.Qu& - BLcc, 05 C 17� - WATL 01) 30iAr - X C114AJ - <lr\ FIX) 4 r VV, 1�e 4's 0 r 0 fic, -D I r- - -:3 A H70 [Mote Changes 8-W: 12,0 V C) Jr TC,:5T G, L co �71, -TGr g��A WATC-P-PIWUF Gli3c -,?-- T kL 40W Z ti-T S. ld ]A 'T Lr) I L Dr,qjrtP,ofes,i -l'sC.,t,f—t—Rc,qui,ed K 0, 1pf CTZ —, P -;0­ -- I r submit P E or R A.Certification For S n and Const of the Sewage Disposal Systeme T— it The Installatio ns i Use Form WWM-073 -C res 11 :, `O o c: I G t G % Z C Cf 60,�� CX .; VV M-073 for 2:1 MARIML retaining wall 17-1 WI 01 AF--7 il-On- 00 EXCAVATION INSPECTION REQUIRED Ilk FOR SANITARY SYSTEM By HEALTH DEPARTMENT (n Lj M17\r-D sA-QD G2,6,V-rL L) < > Mo W Isr SITE PLAN Lor S 13' E= 20,000 5q. F-r- (0.4(o At-) 0 0 CL 0 a- \\"j W < c� 0 F- w Lj- co 0 S.C.T.M . 1000-110-5- 0 6 9z W 3: 0 Abandonment of the existing sanitary system must be in LU C; V 0 -5p- S/\QD VilcipAvu- (-,F.) Z Z z 0 SPOT Ei-.r -rI0VJS PNVD BIB 0 0 . conformance with the Department's requirements. kj 6-T-L A I,I D's Vj 0.0 1 l: Ll: , 2 j L) g 6RAPHIG SGALE T ui L.L 1,0 Submit completed form VV M-080 as proof I"= 20' I=- 0 :13n, 0 rr LL R7 • -7s-- F r-M A It-AF)P-HAJ10" TAk-L-ki Fr-0,H V2.1 Gr. -7 IAIArr--V- ISI GCtAl;1-5E- SL\kAD V &PP,1JE-L (-Sp Li 0 } = LL < 0 cc < 0 W Q- U- P-f--Pt0!&r-, SY Z7 W Z < W :) of SchoenhaarKr`tesidence C 0 Z C, DL- L) ILL U Cl) > W 2905 West Creek Avenue-, Cut-chogue N.Y. 11935 0 0 10� Li W ILL 121- D CL CL X Cf) < W ke,v A Yft RMJFA- W,!�- ' Vj!kLL -,LD 'C' 1�24' 111T UE VC V'y Cl Tri PVC MANOR 3 t. 17—f N OT-E.: ALL pROpERTiE,5 JAJIrF-IIN 150,0 GD"gFCTED ')' 'pUSUC WATEKZ I- Ilor yry APR 13 901 U��St)tl li;'CJ�.0 www.dignetnycii.com G-`��� or rl r r n www.call811.com g "�I'��`v (for other states) 800-212- 14808 � II By law,excavators and contractors working in For safety reasons,homeowners are the five boroughs of New York City and Nassau strongly encouraged to calf as wall and Suffolk Counties on Long Island must when planning any type of digging on ' contact DIgNet,1-80D-272-4480 or 811,at thew property.Homeowners can least 48 hours but no more than 10 working contact us directly at 1-800-272-4480 days(excluding weekends and legal holidays) or by cafAng 811,the national call prior to beginning any mechanized digging or before you dig number.For excavation excavation work to ensure underground lines work completed on personal property,it are marked.Excavators and contractors can is the contractor's responsibility–NOT also submit locate requests onbne,through the homeownee"o contact DigNat. (TIC.If you do not currently use ITIC,please Having Willy fines marked prior to call I-SOM24-7603 for more information digging is free of charge. N a DO Off' 1tALEt' GABA 9,SOR-Y O d- O 1 I J Np1.1E Z .�.+ It '~- r- L G6rn TGr,-DR `\ •� `t �� r ry t nN 3 e �° '� 3 , �� P SEPTIC LOCATION V rv� ��'� ExTG• t Q �G,' •� �O;p, °tiw �Xt�c.15N DDs�Cr 1l 't 'o S S TIG LEAG�-1/I.1Cr G41_!_EYS 4 t p ti Tt 1 i w1 o `-'� _ tl tt t, 1 2 3 4 �r '� N Wa rx PROD T E�rG. ( ' � 13 27-0• � �161, 0 CANC. RETA141NG 1 E.11 O D�GK I l I 3�1-D" 33 -4" 51 -D" r— 70 �i [ � WALL 't `- 1 T�sr No>r� r` `- r 2. c t I ' :�. 3 10"d CID �.TGr• i s i �R O � 71 d o 1 b '` am �4 ZA'5�.l4 r 11 iC' ���G 'fIZIUTIb EX L E � ,�,y', , a G F ' 1 00.00 "'� ,atecc 1C , t � ON �t t t t fn Exp i T E ��\ ' ' p ~cit °� Q C 00 c r1 ```4 TGA. - `, ro 0N` —ccs G ...a. � - * C MAR I1K& � p � � � ,� � �`G � . (AE 7} O" W N pa A�D S 81 00 O C1MP�.o� "MST HOLE 12-08-2020 Su.nwN M.8oRo1J M.S. O' 5,NLID`( WNH vil GRAVEL (5 Hy U) W N, 5 U m > ( 2 MIXED SAAD .J/ GR4VEL (Sp) W O � > � SITE PLAN L_oT S 1 E 20,o0o sq (O..a LL Cc - = cn C _ � �- l� s o 2 S.C.T.M. 1000-11 � 3 " 0 0-5-6 Qac o ° I 1 WOZ 0 c0 SPOT ELEVA-r10QS M,&VD '88 COARSE SA>JD rJ LL w = S- m F GRAPHIC SGALE 1 = 20 �Wr- LAW DS 41(W 30000' GRAVEL (Sp.� O 0 p � o I� of V "FOP TgkF.i<•t FizoM D2k1G. �.� . ,..r FEMA ,DME x Q F- W �i m QE ARED g O W o 13 0 Z U Of p c t1 JDH1.1 G, F_HLER S LAS, WAMP- AJ CoAe5E BAJO �+ GPAVEL S . -2!1 tl RIVER,HEAD, N•'r 11901 � -- �- ZQ 2q•D' � � �� ,-a. � Z Q � ao � 4 w Schoenhaar Residence a O � � N Y � D E.GE MB�Q 21 2020 � W UW s Q ->` - 2905 W at re Av nue a. o U_ y Q �3- 00 2905 ,_CUtC1M9U N.Y. 11 5 CL z RU. 8_1-fHAPZN,.2023 FW&L SEvTiG INSTALLA- i0" L•pG4TlOiJ,S, d z O u� ' p � > Q o LL 0 Rev. A, 12"Qp,ztl.� 2021. RErAIaINGr WALL REVISED TD AcJ•.oMHODATE `n O O "' Q ,, �DUR LE•AGNING G4LLEyS 3'-0" D. IMS-C11007: IL V -070 o ° F 11LET PIPE REVLSED {-LOM G0,$0'IT0f4 A CL v OF GALLEYS 7 3'.O'ABOVE HIGMI&ST 2-j p Q �a ExPF-crED GROUIJDOATE.R, LL c� U) p c o APPROVED AS NOT D DATE: 07 B.P. # FEE: NOTIFY BUILDIN'-- F -yRTMENT AT 765-1802 8 AM T'- :L{ FOR THE rOLLOWING 7C UNDATION "r1 REQUIRED AOR POURED C- °:-pzTE =. ROUGH - FRAMI'vw & PLUMBING 3. INSULATION 4 FINAL - CONF`-C�. v MUST 3E COMPLE!, A.-L CONSTRUCT!-, -,LL MEET THE REQUIREMENTS OF i hr .'ODES OF NEW YORK STATE. NOT RES�30NSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. LEGEND : TO BE RE.M OVER COMPLY WITH ALL CODES OF E.X 1,571 W G- W AL.LS NEW YORK STATE & TOWN CODES AS REQUIRED At CONDITIONS OF - LX I ST1 Q C, M&SOfJP-Lf CHI MOF- . , G BOARD ,= `4TOMLIRUSTEES OCCUPANCY OR USE IS UNL/6",A.."FUL EY,I5TI u G�- Ex15•ri0 CF��TIFIC:'�'._ WITHOUT OF OCCUPANCY _ __ ----- — �` : : : `. ` :. : . : : . : . : : . .'.'. . . . . . . . . .•. : — --� GEXTG. 2EtdtllltlG WALL Igl� >zEMOvEbt . RETAIN STORM WATER RUNOFF . . . . :. . . . . . . . . . : •• - PURSUANT TO CHAPTER 236 I • • E:XTCr' :OF THE TOWN CODE. i � ... :SETH . . . .• j 1 ExTGU't"I L_ITy :• : rte. klrcM� • ExTG: GrA,s • - HOT- H2,0 ' ' f�JCTG SF-PTIG ••• : . . . . . • b UtJE_ PLUrOBIrau ; ALLPLU.•,�; „`�y,,Y.,r�E ___-__—___..___-- ------ _ . . : . . . . .. ' . . . . &WATER Lf �, . . . . . . . . . . . . . . . • t1YING$EF,ORE.COVE RING� ... •� ' i .: • . . . . . . •• gED�M. ETGr. Dit.il►.l6r . •• ' BAT . , _ •' - PLUMBER CERTIFICATION ExYG. EF-[)P-00t-1. . ' • , ••: • • • • • � : •.• •: :: :• KTG . Q ED2ooM. ON LEAD CONTENT BEFORE • • • Y • ' ' ' ' ' ' ' ' ' ' ' ' ' ' • • . • . . • ' • • • • • • • • • ' CERTIFICATE OF OCCUPANCY : : a ,r` • : . • ' SOLDER USED IN WATER •- ' / SUPPLY SYSTEM CANNOT - — — . . . , . . . . . . • • • • x .• Cr EXCEED 2110 OF I% L EAD. ExT G-. sT�, ► D� -r PPM ELECTRICAL IC�+aL • o Be R '��-C�O - PE-R.M 17TE D E.YCTca- A-PAP--r"E'�lT il� Sls CTI01�9 REQUIRED E.MOVE.O, �XTG.SrL. CI L_ � }-� 5XTG LIVIMCr RM ExTG. �ITcHEIJ : : ExT4, �3EDP_G'l_ I- MOVF-b � llCt`"JOrI� .00� : �• = : .VV 00 ExTGr. GAS ME-t•E.� © • end d . . . .` �` •" " " • ` ting wired ` - -- -- __ --- _ ` • .. To : DN • l �� Basement F��c�� � GR,�,b � To Must provide Manuals S gExisting F Floor Plan D, J and S as per NYS Energy Code . . . ... . Lyur', srl✓ps. �- E-XTGr. DE.GI4- OVE12, �.XTG-. 13EGIL ... . .. ... ... ... . : rt IS A VIOLATION OF THE LAW FOR ANY PERSON, A11 exterior IgAL1►., _. .. . UNLESS . .. .. . ... . Installed,replaced Or IRTI ACTING CSED DIRECTION OF A LICENSED � ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN repaired shall conform � � � � o t0 Chapter 172 ANY WAY.ANY AUTHORIZED 7 ALTERATION MUST BE S N •� '- NOTED SEALED AND � d� ^ z of the Town Code • �• q DESCRIBED IN ACCORDANCE : Lu ,� 4 O WITH THE LAW. Proposed addition and alteration at r4 NigeWilliamsonRobert Williamson r hitect - P.O. Box 1758 Southold N.Y. 11971 Phone 631 .834.9740 SchoenhaarResidence 2905 West Creek Avenue, Cutchogue, N.Y. 11935 Addition 796.458 sq. f t Alteration 1053. 090 sq. ft . Covered Porch 277. 506 sq. ft. Deck 18 8.500 sq. ft. stair 30. 670 s .ft . , SO' -S" (AAD IT r Ow� F_X 15T 1 h4 U-, `-2" R.O. 10 '- 2!"2" X 15T!4.�G -- ft _ate Ski I3 -t3%_" 5Y lee 5 -7 5yz„z 11 Iq 1 5 s(8"� (EX1STttJG) Pantry -- — — _ — AIr: Ex'rrr tvxTC E.icT .} r -- .4 -915., �' , Ngo pr��ssue� f .-4" W 7 1 L�o . i0 mak. Kitchen _ rRm- C Sibr Mu - th W a x Z S 5TL, G i R Df R- LXTG. Har NzQ - T`Existing >� rE� `� -` Bedroom 4 NZ (� ,i 0 +� 'V` �- 12�, 1-04 3 2%'�.D 1-8I�s' 3'-244 R.O. 1031 3-2��P-0• I'-84„ NV �@1.(Tw) C� OB '(� I Basement Dini _ �u ng Rm. + aL � . _�' � 1 HAi artc f� 2 STL cnt_s. a[A }-- ! u�+oBsr�uc> D �� I I 1x -�"x 1'-0"� `n � _ HQcof* 8 (� r �yav vt G' PADQf`3.0pO P^ X — — % / 10 rj t�- D ath — � X�' X ILd �STL• GIRDE2IO" GLGr C 1(o'o.c-ExTG. �'t-s. = - -- DO u S tr> 2"x t a" cV4- 1Ts, -� �a ur I 4a"o•c_ wl BLOGktIJGi BF_Tk?f). �; � "' +, SD1Cowore:LEvt;L uxr Tr�t -' I r►. lz TH ars +. ►� �' Existing st��cr� _ Family Room _ - N L � d � � 1 N _; Bedroom 1 � "� Bedroom � � Bedroom� �, ►= _ o 3 - a NS CLI t2 195 -, N � . i 3yz' 12`-q-'• 3y2a,_t.. �Z !o' l o" 'i2~ I � ,� •�, i , ,, �' �2 • ! ,r Seo , , " , , , 1 ., ►� - t?o 6 R.o. l 2-7 �.0. 2- q a 3- o/a -3/i' tz.o 3 41 . f 2'--3�� &'-3h:'R•o. '-3��" E '-3` 2.0 � � I J J)"------ �r� &"AC,1L LEtG-F_P p�.r-W1 SIM--o0 s- o>tilct — 3= 0" 2'— !i' (0'-5 2'- 'i"j-] 2.8" Sa525g12 Nr✓avY Dvr� co�„� rnt2 Sct? .15@ l�"o• \ 2 3 <G R.O. R.O. r. M OT :VE2TIGAL AGG�SS {I�TGH q Q �g 1 gi 0) \�i/ '_O' ;-` �� I 10 AM ALL RM Eft ���Eb TSE r z_6„X 1,_p P.c, pati (4.�3,OOOsac) P.C, >< AU 2­0Ax !` 0.27 000 w/(3)-�� (L!✓BltiR. 8o11_t p(R.�CTIDtJST?�AP_ ' d' ca, posr` �{�) 2"x fa' ACQ G�Ro� �" d'(�so0M) 4-4” �GC2, asT So'f Dr�6cr1orJs. 00 Q d i - - - - -� -- - C I M 2�l� tNG� I�' o_� � ! Covered � Deck Deck � oI_d{_L -7' o" L. -� 7-0" G— _ . _0--- I-- J 7'-d' _ '-o` I ■1. � 1,-0•D p.c.. pQt3�i;�3,ODQ i�IZ' g"� t3Qt�-ti �112Ecr 60L(r}(�� SO OTUL2 5otJ0{UB G �3.GOt1TACT 90LTEZ To / ANY R�{F- k ~x xh ACQ_ post- ;.., -t� 6';ch z C,C- sl -fix 4� �Ctz r�sT cs c.pAn{{�3,soo P�) ��h BoLTs. 'SS r a�POST• I -2.. ,� P , :, Q LAS 6 r\ / V K A LICENSED r- '�} �' —- - - 4—j_- I :pGc a 1 j Cr�CCDE I A HtTECT,?O ALTER ANY --1 J L_ �— i -1 t— J i— ._I tec� — - - _ _ rMYw T °R wVw aEo a /GI , �� „ t " r , „ .500 psi , ` * ION MUST$ {� _ 0 i' 6 -o s- 5-�O 4-o 3, ,t��-, s'� ' ( " �LTERA gyp,ANv 1-77"- � 11= (o �--O _ D��is>:.D�►+ACCO � CC$ 6'X (o" p05TS: (S tMpSOr•} SERO OG,-Tiff., ¢',-4 POLS`t-(S wi)saiJ &rpz c,-T1C) AC63 pasT CAP 13CS2 2/q PAST W. .301-0 G$5 && SD52_ CoWHM J3,&SE; . 085 ! cOwHO S&SE. Basement Plan First Floor Plancc r W Z O . Pro osed addition and alteration at . '°� C-) Z 6 Schoenhaar Residence 2905 West Creek Avenue, Cutchoguue N.Y. 11935 I G � - f�t --- Q) —J i N1 j - - Ro P0,5F,x s`r ktIX- 2oposED 15TI W(;4- Pj2oposF.-, Elevation- 4 Southwest Elevation Southeast j L 1� Li OA I i D - bI L� - is- —i' �_ - = I s j. �.jCIS�fi'Il�1G pQopc>5e 7 Northeast Elevation Northwest Elevation M D♦ -CIL R ICA VIOLATION OFTHe LANE FOR ANY PERSON, UNLESS ACTING UNDER YHO DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWIMG IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDA 1 CE }- WITH THE LAW. s �-- * a v _ X '` o �A ig�b 5 fro used addition and alteration at Schoenhaar Residence 2905 West Creek Avenue, utchogue N.Y. 11935 SGA Lam. %" - I! Cd' Dot ��, I Sr 3`U t-� 2oa-1 --- -- _ --- TABLF.R301.2(1) [NY]TABLE R402.1.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - -- INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT° ° GLAZED WOOD MASS BASEMENT` SLAB" CRAWL GROUND WIND DESIGN SEISMIC SUBJECTTO DAMAGE FROM WINTER ICE SHIELD FLOOD WINDOW SCHEDULE DOOR SCHEDULE CLIMATE FENESTRATION SKYLIGHT CEILING FLOOR I SPACE` ° FENESTRATION FRAME WALL WALL WALL R-VALUE SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS ANDERSEN A-SERIES AND 400 SERIES STORMWATCH PROTECTION WINDOWS WITH WHITE ZONE UFACTOR UFACTOR SHGC R-VALUE R_VALUE R-VALUE R-VALUE R-VALUE &DEPTH WALL R-VALUE LOAD CATEGORY TEMP. REQUIRED » 4 0.32 0.55 0.40 49 20 or 13+5° 8113 19 10113 10.3 ft 10113 EXTERIOR & PREFINISHED WHITE INTERIOR WITH 6 9/16 FACTORY APPLIED EXTENSION _ _ _ SPEED TOPGRAPFtIC SPECIAL WIND- B WEATHERING FROST TERMITE 13 YES ZONE JAMBS. ALL HARDWARE TO BE CORROSION RESISTANT. 3%z"W FLAT CASING PRE- - `_ '-I L (mph) EFFECTS WIND BORNE LINE Q - - REGION DEBRIS DEPTH ASSEMBLED TRIM SURROUND. - - - - ZONE A-SERIES GLASS SHALL BE LOW E4 IMPACT RESISTANT GLASS. PG 70 FOR AWNING, PG 70 FOR SYMBOL UNIT NUMBER INT/EXT HARDWARE COMMENTS 30 psf 130 YES YES YES SEVERE 3'•0" MODERATE DOUBLE HUNG, AND PG 70 FOR PICTURE. 1 FWHID 3168AR EXTERIOR — MANUAL 1 DESIGN CRITERIA TO HEAVY 400 SERIES GLASS SHALL BE LOW-E4 IMPACT RESISTANT GLASS. PG 70 FOR CASEMENT. 2 FWHID 2768S EXTERIOR ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING HEATING COOLING CORRECTION DESIGN TEMPERATURE TEPERATURE TRUSCENE INSECT SCREENS-WHITE. 3 FWHID 6068PALR EXTERIOR FACTOR TEMPERATURE COOLING DIFFERENCE SYMBOL UNIT NUMBER R.O. (WXH) COMMENTS 4 --- - -- A (2)-ADH 3234 6'-3%" X 3'-4%" MULLED COOLING WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER SUMMER 5 TEMPERATURE HEATING COOLING WETBULB HUMIDITY HUMIDITY B ADH 3238 3'-2%"X 3'-8%" 6 DIFFERENCE _ C AAN 2024 2'-0%"X 2'-4%" D ADH 3234 3'-2%"X 3'-4%" 8 E ADH 3250 3'-2%"X 5'-0%" EGRESS ANDERSEN A SERIES STORMWATCH PROTECTION FRENCHWOOD HINGED INSWING PATIO F AAN 2424 2'-4%"X 2'-4%" DOOR WITH WHITE EXTERIOR& PRE-FINISHED WHITE INTERIOR WITH 6 9/16" FACTORY G (2)-ADH 3350 6'-3 %"X 5'-0%" EGRESS MULLED APPLIED EXTENSION JAMBS. BOTTOM-GLIDING INSERT SCREEN WHITE. GLASS SHALL BE H ADH 2450 2'-4%" X 5'-0%" LOW-E IMPACT RESISTANT GLASS, PG 70 J ACW 2838 2'-11%"X 3'- 11%" EGRESS ANDERSON NFRC CERTIFIED TOTAL UNIT PERFORMANCE. A-SERIES AND 400 SERIES WINDOWS WITHOUT GRILLES. IMPACT RESISTANT, LOW-E4 ANDERSON NFRC CERTIFIED TOTAL UNIT PERFORMANCE. U-FACTOR SHGC A SERIES FRENCHWOOD GLIDING PATIO DOOR, LOW-E4 CASEMENT(400 SERIES) 0.30 0.26 U-FACTOR SHGC AWNING (A-SERIES) 0.30 0.26 0.32 0.26 DOUBLE HUNG (A-SERIES) 0.31 0.30 Illi"M�n1, !'� 3"Mt>�, ��I3.Nt►J. 2oa� I 2., 2" ICI7-GH FJ _ 13 WA t-( Z BATH , 2" 2 coy 2 3.. 1" PLUM 8> Wc;7 2" tdv a54-tE NOTE: ALL INSULATION TO CONFORM TO TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT. THESE ARE THE MINIMUM REQUIREMENTS. 1715 A VIOLATION OF'THE - — LAW FOq ANY PERSON, GAF TIMBERLINE HDZ ARCHITECTURAL SHINGLES (COLOR SELECTION BY UNLESS ACTING UNDER THE OWNERS.) ON 5/8"TH.ADVANCTECH ZIP SYSTEM SHEATHING &TAPE ON DIRECTION OFA LICENSED ARCHIT'ECT,TO ALTER ANY 2 X 10 D.F.#2 OR BETTER ROOF RAFTERS @ 16„ o.c. ITEM ON THIS DRAWING IN INSTALL GAF LEAK BARRIER ALONG EAVE PERIMETERS, RAKES&VALLEYS. ANY WAY.ANY AUT14OR12ED ALTERATION MUST BE n THE LEAK BARRIER SHALL EXTEND TO A POINT NOT LESS THAN 24" INSIDE NOTED,SEALED,AND ----------- t DESCRIBED IN ACCORDA , j THE EXTERIOR WALL LINE OF THE BUILDING. EffTHfaLAW. F - /C” 3!/z"), 14" 2.O E NIC O LLAM LVL 0.019 TYPE T DRIP EDGE @ EAVES & RAKES. DRIP-EDGE SECTIONS SHALL U h off '"o<, :� '�•. OVERLAP AT LEAST 3 &SHALL BE FASTENED W/ROOFING NAILS @ 4 C \ ON CENTER IN ATWO ROW W PATTERN. ��.F �-�' 4 �. 30,.N x .,W 0 � ALUMINUM GUTTERS & LEADERS (WHITE.) CONNECT TO DRYWELLS ti " PROVIDE 2"X BLOCKING @ RAFTER TAILS %= . 2"� 10"TJ, GLG. 775. 1!0 o.c. , 2"x IO"D GlG{, 775, /f"o,c,(pDuBL>L TPS�4E_o•c 2"x lo" A.F. GLC; T'fS. L xv[ . GLG,�'v5 � /y MR- ANDERSEN WINDOWS-WHITE SEE WINDOW SCHEDULE. MIGROLLAM LVL B`{ 61,.QF_P_, „ —1� 400 SERIES-STORMWATCH PROTECTION. INSTALL ROXUL R-15/11-23 COMFORT BATT TO ALL BATHROOM WALLS. { I , c Mud Rm. �S ! --- - - ------- L S �'Hc�,►S 4` �3-9'.�5 AOt►.tG• i \ ; i �� NUCEDAR MILLS ROUGHSAWN PVC SINGLES 18 L(NCS 18) �I Kitchen � (COLOR SELECTION BY OWNERS.) ON %"TH ADVANTECH ZIP �Dining n Rrn. "OTC., ' � �— ---�:-------- ;, 1 0 SYSTEM SHEATHING &TAPE ON 2"X 6" D.F. #2 OR BETTER. ALiG1J FLooRS ; p ; i - -- �I W'1 l 1E I _ k. Cir AS G I Fl..F- D ���Ok)EQ� tiJ f TE. I! ADDtTtO},I br�`f `lyz TRU.S 101ST TJ 1230 C., 16-"o.c IST T.I 1230 C , gb. W 8x28 �i' GNP gyp• 2 2,c lo"6ca_ G1RDt✓ t51MP, STROOG TIS 0 5 }!u)iKtGa+ cu / Gyp � — _— _ -- ! t ) - -- ------ — -- - ---- -- -- M GQO LLAM LVL_ ---- �•-. 51mPsoa STRO►i4-T►E --_-__:_-^- 2"X 6"ACQ. SILL PLATE W/COP-R-TEX TERMITE SHIELD ON FOAM SILL I ;,. tl ' �, i 81.52-2/4� Pos7 CZ<p. ._ GASKET W 5 8" S6 J BOLTS 1"-0" FROM CORNERS 28" o.c. @ 8'-0" END « Q q ZONES & 33" o.c. @ INTERIOR ZONES W/SIMPSON LBPS WASHERS. _ � �aGHP. Bn, !� ��-� I� POSTS. i r SIMpsort SrrzauG-Tt� n! Basement �: C Basement P� - I -- ---- }7 'S� . To uj.IDt:_KSIDE I # S4gA STAwDorr ! O OF STA12. 13A�IE. ?. r` ,° 8" P.C. FOUNDATION WALL W/#5 VETICAL REBAR (GRADE 60) M v r� L- EKv_'-, FLR. d; 4"�. GOIJG. SLAB(fc 3,500 Psi W1&'C& /ro w.W.m. ,. » % � i willF. 00 2"APS I►�Sut Bb. 00 6 M11-.PLV1 dam. i @ 48 o.c. W/KEYWAY CONNECTION TO 16 W x 12 TH. P.C. �`� BAPS'1 ori 4-sarJD-95/� COMPAGTPO i I i�8" so�laruel; 1 1 L FOOTING W/(2)-#5 VERTICAL REINFORCEMENT PLACED WITHIN 12 OF 1 i - -j �--r J_ i <•->.,:. .,..., ..yr'.: ....; OPENING. vi 1 I - C. :4. ..o• •,41 d..u'b � _O I EACH SIDE OF .... 1 oe �'d o• �---� r- L.1 1._1 1 1� b� .G FOUNDATION WALLS TO BE DAMPPROOFED FROM THE FOOTING TO O »` 'p.,:; 2' 0. 5'-o'x a"©_ L2:- _ M LT —t 2--�, I, O L~ ( ��o�---�- _� �:n.:. . .. FINISHED GRADE W/A BITUMINOUS COATING. P_ P��(f 43 oop ps;•� 3 x k - p G Peti tf'`3soo 14 FOUNDATION WALL-(f'c 3,000 psi MIN. t-4 P Ai L } OOTIISCG 00 80 VIP-&Ik1 5011— ��� Of NF-W FOOTiLIG.�G0W�fj V0DS L�GTH� c SECTION A SECTION EX I-ar TNG. SECTION C � � — o z 4 tL � -- -- - QED/. A, 20nSULq ,2021 - W1unoW Ty� �cJ �, z �w 4t0f..D U-F"AGToI~ 4 SI-" 2LVIS�b -__ . _ __-- _---__ Proposed addition and alteration at TO W10V00 5CHEZULE, zETrm � . . ----- - AnD&V TO S�GTI00 C,_ WOTE, ATn)E0. Nigel Robert Williamson Architect Schoenhaar Residence S��L�Iw� To G�I�E�- uo� s ����' P.O. Box 1758 Southold N.Y. 11971 Phone 631 .834.9740 2905 West Creek Avenue, Cutchogue, N.Y. 11935 S %" 1' 0" pA-rE ; IS'�J-�L_� , 2021 . GENERAL CONDITIONS UNLESS OTHERWI5E NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2016 IEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE 51ZE INSTALLED AS PER 5ECTION RQ05.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS" A5 PER ASCE 7-05 CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD SHALL OBTAIN CERTIFICATE OF WITH b" DUCT AND DAMPER EACH SIDE SHALL BE 0AF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psF) OCCUPANCY. 51.85TITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. G E i L N 6 5 NOT BE MADE WITHOUT WRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. 5HINGLE5 SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG AUTHORIZATION BY THE ARCHITECT. 20 CFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD (1/2-in) 7.0 THE PREMi5E5 SHALL BE KEPT FLUE WHEN NOT IN U5E PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE 10 OR NON-IG GYP51)M BOARD (5/8-In) q,O REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLA55 BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE ANSUSPENDED STEEL CHANNEL 5Y57EM AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2015 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY 2.0 CONTRACTOR SHALL REMOVE ALL IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM G O V E R I N G S, ROOF, AND HALL WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" ASPHALT 5HINGLE5 2,0 ETC., GLEAN GLASS AND LEAVE WORK 8" FIREPLACE WALL THICKNESS W1TH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-in. BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING I5 TO BE APPLIED IN STRICT 2O SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: PLYWOOD (per 1/2-In.) 16 CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, I/2-In. 0,75 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED 51NCLE-PLY 5HEET WATERPROOFING MEMBRANE 0.7 ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. LOCAL CODES AND ORDINANCES. THE IN TWO LAYERS OF TOWELED ON OWNER'S APPROVAL PRIOR TO BITUMINOUS, SMOOTH SURFACE CONTRACTOR SHOULD FULLY WATERPROOFING MEMBRANE 1.5 GUARANTEE H15 WORK AND THE WORK FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: OF HIS SUBCONTRACTORS FOR A 5.54,. 153 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR F I N 15 H E 5 PERIOD OF ONE YEAR AFTER CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION CERAMIC OR QUARRY TILE (3/4-In.) COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH L'PA :T' INSTRUCTIONS. ON 1/2-In. MORTAR BED 16.0 OTHERWISE SPECIFIED. ALL WORK FACED FIBEROLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/7-In. SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED SD THAT THE COMPLIANCE 4.0 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 EQUAL, FI�Cz TO BE PLACED TOWARD CAN BE DETERMINED. PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL SUBFLOORINC, 3/4-in. 3,0 INDEMNIFY AND HOLD HARMLE-55 THE AS PER SECTION R502.13 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING OWNER, ARCHITECT, ,AND THEIR RE51DEN71AL CODE OF NEW YORK FLOORS, WOOD J015T (no plaster) 12-In. Ib-in. FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALEDTO 6"BELOW FIN15HEIP GRADE UNLE55 HEATING EQUIPMENT MUST BE JOIST SIZES (in.) D.G. O.G. AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. GARS SHOULD PROVIDED, 2x6 b 5 LOSES AND EXPEN5E5, INCLUDING AND HORIZONTAL). ATTORNEYS FEES ARISING OUT OF 0R PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 b b RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY 2x10 7 WMARKED ON THE BUILDING PLANS OR g OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS MARK SPECIFICATIONS. zx12 8 7 SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR B BE INSTALLED A5 PER SECTION FRAME PARTITION 5 EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO TO IN THE RESIDENTIAL GODS OF DUCT INSULATION: BODILY INJURY, 510KNE55, DISEASE FURRED SPACES SHALL ALSO BE FIRE WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 8.o OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT N.Y.5. ALL GLASS 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET: LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING FRAME HALLS, (OTHER THAN THE WORK ITSELF GLAS5 5UBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: INCLUDING THE L055 OR USE PLUMBING INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED CLEARANCES ARE PROVIDEDALL ATTICS OR OUTSIDE THE BUILDING 2x4 ® 165 > GYPSUM, RESULTING THERE FROM). (B) IS CONTRAC .TOR SHALL INSTALL WATER INSULATEDD,, 3/8-in.-In. SIDING 11.0 CAUSED IN WHOLE OR IN PART BY ANY 5UPPLY AND SANITARY SYSTEM AS SLIDING GLA55 DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. NEGLIGENT ACT OR OM155ION OF THE INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -5UPPLY DUCTS IN UNCONDITIONED 2xb ® I6-tn., 5/,e-in. GYPSUM, CODE, SHALL BE INSULATED 5PAGE5 MUST BE INSULATED TO R-8. INSULATED, 3/8-in. SIDING 12.0 CONTRACTOR, ANY SUSGONTRAGTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 EMPLOYED BY ANY OF THEM, OR GIRECTI N AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. * WEIGFfT5 OF MASONRY INCLUDE M2RTAR BUT NOT PLASTER. FOR ANYONE FOR WHOSE ACTS ANY ES DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON PLASTER, ADD 5 ib/ft-7 FOR EACH FACE PLASTERED. VALUES THEM MAY BE LIABLE REGARDLESS VERTICAL FOUNDAHASTESTION USE 4" GAIT IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A OF WHETHER OR NOT IT M CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED AS PER 2016 IEGG CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE A5 REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: 2016 EGG OF NEW YORK STATE: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY 8401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, ECURET5, BUILDER OR REGISTERED DESIGN PROFE55IONAL AND P05TED IN LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), BLOCK-WORK, FRAMING, NAILING, LAVATORY I I/4" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC OR BUILDING. PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" HARDWARE A5 REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT BE CAREFULLY SUPERVISED BY THE TOILET 3" R4022.4: A7710 OR CRAWL SPACE ACCESS - SHALL BE CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN 15 TO BE FREE OF SCRATCHES AND PERMITTED. WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO IN CONTRACTOR T WITH THE DRAWINGS, VENT STACK INCREASED TO 5" IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY INELDEL7 THE INSULATION ON THE SURROUNDING SURFACES. THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-5I65 AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2 v4.9. 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE.g. FROM THE DRAWIN55 AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PERHOUR. SPECIFICATIONS WILL NOT BE DRAIN DRAIN-COCK5. THE WATER -DUCTS SHALL BE SUPPORTED EVERY PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE W17H THE AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S IN5TRUGTION5, 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND 5TAINING -COOLING DUCTS WITH EXTERIOR THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE COMPONENTS AND VERIFY COMPLIANCE. ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION' OF THE TYPES OF PAINTS RETURN AIR SYSTEM. CONTRACTOR TO REMOVE 4 PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A 8402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND TESTED AND VERIFIED AS HAVING < 3 AGH50 IN CZ4A, 5, A6A. EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH, ALL PAINTED THAT THE OWNER CHANGES, THE 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. SITE WORK IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST OWNER FOR THE FULL EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND STAKEOUT 15 TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUT5IDE LICENSED SURVEYOR. STAKING AND INTERIOR WOOD 5URFAGES-APPLY TO AUTOMATICALLY ADJU5TING THE LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. .2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER HVAC E3B0XESOXES SHALL BE SEALED. DATA ON DRAWINGS. IN CASE OF SYSTEM TO BE 7,)E51ONED BY OTHERS. ONE GOAT WOOD FILLER OR STAIN DISCREPANCY, RECEIVE PROVIDE PROPER SUPPLY TO ALL AND TWO GOATS MCKLUSKY'S ELECTRIC 5Y5TEMS: R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO CLARIFICATION FROM ARCHITECT EGGSHELL FINISH NDN-YELLOWING -SEPARATE ELECTRIC METERS ARE • ROOMS B CONFORM WITH ALL STATE DETERMINE AIR LEAKAGE. PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. AND LOCAL CODES. EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN ON DRAWINGS. STOCKPILE TOP501L PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBU57ABLE R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXF057-D METAL- MINIMUM FIREPLACE DOORS PLENUMS EXISTING BACK FILL MATERIAL AND J015T5 RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED TOP501L ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. ALL SURPLUS MATERIAL THAT IS WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING GORE OF NEW YORK STATE, 8403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY IRC/IMG. FEET OF THE BUILDING. PROPER 5UB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING GORE, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS THAN BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: O.DI X GFA + 7.5 X (# OF BEDROOMS + I) WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL 'AGFA = CONDITIONED FLOOR AREA STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET R403.7: EQUIPMENT SIZING - PER AGCA MANUEL S, BASED ON ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R?02.3.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER AGCA MANUEL J. "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR 15 PART OF THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. R404.1: LIGHTING - A MINIMUM OF ?5% OF PERMANENTLY SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER INSTALLED FIXTURES MUST HAVE HIGH-EFFICANGY LAMPS. PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. LOW-VOLTAGE LIGHTING EXEMPT PUTTY, AND 51X PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED AND 1/2" ON CEILINGS UNLE55 PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER CORNERS. WHERE FLUSH FRAMING AND EDGES SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE 1. TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES CONCRETE OCCURS, USE MIN. 166A SHEET METAL RECEIVE THREE GOATS OF JOINT TH15 PROJECT COMPLIES WITH THE 202D NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND COOLING PIPING INTERNATIONAL RESIDENTIAL CODE, A6 PIPING SYSTEM IFLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE 51ZE SHALL BE DONE DURING APPROVED EQUAL. ALL GORNER5 TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: ADOPTED BY NEW YORK STATE TYPES TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAC PIPING CONVEYING FLUIDS ' RANGE (F) 2" RUNOUT i" AND LE55 1.25" TO 7-1:2.5" TO 4" AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLE55 BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS TABLE : MINIMUMULA7 INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES HEATING SYSTEMS INSULATION THIGKNE55 IN INCHES BY PIPE SIZES BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 ADDITIVES SHALL BE ALLOWED FOR 5TUD5, J015T5 AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. IN ACCORDANCE WITH 2015 IEGG RESIDENTIAL HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUNOUT5 LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 WITHOUT WRITTEN PERM155ION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ENERGY EFFICIENCY CODE, THE PROJECT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" STEAM CONDENSATE ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL COMPLIANCE METHOD CHOSEN IS TOTAL 170-180 0.5 1.0 1.5 2.0 (FEED WATER) ANY 1.0 MIN. 3,500 P.5.1. AT 28 DAYS $ 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: UA-ALTERNATIVE AND A RESCHEGK HAS BEEN 1.0 1.5 2.0140-160 0.5 0.5 PSI FOR GARAGE SLABI.O 1.5 COOLING SYSTEMS . PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL 1. OBTAIN ALL PERMITS PRIOR TO SUBMITTED WITH THESE DRAWING5. 100-130 0.5 0.5 1.0 201-250 I.O 1.5 1.5 2.0 SLEEVES AND FOUNDATION VENTS AS STATE, LOCAL, AND UTILITY COMPANY THE START OF WORK. 1 O CHILLED WATER REFRIGERANT REQUIRED BY NYS CODE. UNLE55 CODES AND REGULATIONS. ALL AND BRINE 120-200 INDICATED, ALL FOUNDATION CIRCUITS SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TO THE BEST OF MY KNOWLEDGE, BELIEF AND FOOTINGS ARE TO BE A MIN. 8" DEEP POWER WIRING SHALL BE MINIMUM 14 WITH ROD 4 SHELF, ALL LINEN PROFESSIONAL JUDGEMENT,THESE PLANS NOTE: PROJECTING 6 ON EACH SIDE OF THE AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 AND/OR SPECIFICATIONS ARE IN COMPLIANCE FOUNDATIONS CHAPTER 4 DESIGN - -- FOUNDATION WALL. PROVIDE TWO #4 BE LOCATED 12w/ THE 20I Lf I EGG, " ABOVE FINISHED ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD DEFORMED BARS CONTINUOUS IN THE FLOOR UNLE55 OTHERWISE INDICATED. NY5, BEARING VALUES OF SANDY GRAVEL FOOTING. ALL 4" THICK CONCRETE ALL SWITCHED TO BE LOCATED 36" 3. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 LBS PER SLABS TO HAVE 6X6 10/10 WELDED ABOVE THE FINISHED FLOOR UNLESS TO MATCH EXISTING SQUARE FOOT. CONTRACTOR TO WIRE REINFORCING. ANCHOR BOLTS IN OTHERWISE INDICATED. SUPPLY CONSULT ENGINEER IF DIFFERENT 501E U� CONCRETE SHALL BE HOOKED 5/8" X NOTE: ALL NON-ENGINEERED LUMBER RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND TH15 PROJECT COMPLIES W1TH THE INTERNATIONAL MATERIALS ARE FOUND UPON 3 12" AT MAX. 3' O.G. PROVIDE BITUMEN TO BE DOUGLAS FIR #2 OR BETTER FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER MECHANICAL CODE, CHAPTER 12 THROUGH 24, EXCAVATION OR TE57 HOLE, FOR !' o z. EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR THE INTERNATIONAL PLUMBING GODS, CHAPTER ALTERNATIVE FOOTING AND Ul u =' _ AND FOUNDATION WALLS. 25 THROUGH 32, THE INTERNATIONAL ELECTRIC FOUNDATION WALL DESIGN Z / 5. FINI5HES TO BE SUPPLIED CODE, CHAPTER 33 THROUGH 42. % BY OWNER `�y TABLE R602.3(I) TABLE R602.3(1) FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED TABLE R&02.5(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS Q NUMBER AND NUMBER AND TYPE 5PAGING OF FASTENERS 1 DESCRIPTION OF BUILDING ELEMENTS OF FASTENWXTM b'c 5PAGIN6 AND LOCATION I DESCRIPTION OF BUILDING,ELEMENTS OF FASTENER abc EDGESINTERMEDIATE BEARING WALLS h NON-BEARING WALLS ROOF (INCHES) SUPPORTS (INCHES) 4-bd BOX(2 J"X0.113'7 OR WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL MAXIMUM 5PAGIN6 MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN LATERALLY LATERALLY f BLOCKING BETWEEN GEILIN6 JOISTS OR RAFTERS 3-8d COMMON(2 VX0.131,);OR TOE MAiL SHEATHING TO FRAMING[SEE TABLE R602.3(3)FOR WOOD 5TR k'M RAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] STUDSIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, TO TDP PLATE 3-lod Box(2 X2"X0.12811);OR UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING 5UPPORTING TWO UNSUPPORTED UNSUPPORTED 3-3"XO.131"NAILS s "- 6d COMMON(2"X0.113") NAIL(SUBFLOOR,WALL) 50 /g bd COMMON(2 Y2"X0.131")NAIL(ROOF) HEIGHT a (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEI&HT a (INCHES) g (FEET) ° (FEET) 4-84 BOX(2 )j"X0.1139 OR ASSEMBLY, ONLY (INCHES) ATTIC, A55EMBLY (INCHES) ATTIC, ASSEMBLY (INCHES) Z GEILIN6 JOISTS TO TDP PLATE 3-5d COMMON(2X2"X0.131");OR PER JOIST,TOE NAIL 31 �9 "- I" bd COMMON NAIL(2 Y2°X0.131") b 12f 3-10d BOX(2)y'XO.I2b");OR IOd COMMON(3"X0.14&") NAIL;OR 5-5"X0.131"NAILS 32 I Ye"-I Y+ &d(2)2'X0.131")DEFORMED NAIL 6 12 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3",X0.1159 OR OTHER WALL SHEATHINO 5 LAPS OVER PARTITIONS[see Sections 8502.3.1 ,R802.3.2 3-16d COMMON(3 Y2'XO.16219;ORGALVANIZED ROOFINC,NAIL, a 4-3"X0.131"NAILS FACE NAiL 55 1 Y2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 3 6 and Table 8502.5.1(9)] SHEATHING I Y"LONG I ♦ 6 IZED ROO I L ' HEAD GELLING JOIST ATTACHED TO PARALLEL RAFTER '352"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE I6 go., 3 6 4 (HEEL JOINT), TABLE R&02.5.1(q) SHEATHING I Y" LONG FADE NAIL I Y2"GALVANIZED ROOFING NAIL;STAPLE [xe Sections 8&02.3.1 ,8802.3.2 and Table R502.5.1 (9)] 35 12"GYPSUM SHEATHING" GALVANIZED,112"LONG;1 Y;SCREWS, ? l TYPE W OR 5 2X4 10 24' 24 10 Ib 4-lod BOX(3"x0.12&")OR COLLAR TIE TO RAFTER,FACE NAIL OR 1 4'X 2090. 3-1Od COMMON(3)2'X0.148");OR y d 15/4'GALVANIZED ROOFING NAIL;STAPLE 2X(7 10 24 24 16 24 20 24 5 RIDGE STRAP TO RAFTER 4-3"X0.131"NAiLS FACE NAIL EACH RAFTER 36 /s"GYPSUM SHEATHING GALVANIZED,196"SCREWS,TYPE W OR 5 WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING FOR Sh I INCH = 25.4 mm, I FOOT = 504.9>mm 3-16d Box NAILS(3�"X0.135)OR 2 TOE NAILS ON ONE SIDE bd DEFORMED(2"X0.120°)NAIL;OR 6 12 a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACI=D PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LE55 THAN ONE AND I TOE NAIL ON OPPOSITE 3'11'AND LESS' bd COMMON(2 Y2"X0.131)NAIL 3-IOd COMMON NAILS(3"x0.14&'7;OR SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED b RAFTER OR ROOF TRU55 TO PLATE 4-IOd BOX(3'X0.125");OR SIDE OF EACH RAFTER OR 5d COMMON(2•x0.151")NAIL;OR WHERE iN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 4-3"X0.131'NAILS TRU551 ad DEFORMED(2"2x0.120°)NAIL 6 12 b. SHALL NOT BE USED IN EXTERIOR WALLS 4-I6d(5 )'X0.135")OR IOd COMMON(3"X0.146")NAIL;OR G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 5TUD5 15 LiMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 3-I0d COMMON(3"X0.146-);OR TOE NAIL 39 I Ye" -I Ya' &d DEFORME7(2"2"xo.12o")NAIL 6 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 4-lod BOX(3"X0.128");OR 4-3"X0.131"NAILS FOR 51: 1 inch - 25.4 mm,I Poot = 304.8 mm,I MILE PER HOUR= 0.441 m/s;I ksi = 6.845 MPa 7 ROOF RAFTERS TO RiDGE,VALLEY OR HIP RAFTERS OR ROOF RAFTER5 TO MINIMUM 2"RIDGE BEAM 3-16d Box(3 J"X0.1359 oRTABLE R602.10.4- BRACING METHODS a.NAiLS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATf37.NAILS USED FOR FRAMING AND SHEATHING 2-I6d COMMON 0)2'X0.162');OR TOE NAIL CONNECTION5 SHALL HAVE MINIMUM AVERAGE SENDING YIELD 57RENGTH5 AS SHOWN: 60 KSI FOR SHANK DIAMETER OF O.i92 INCH(20d CONNECTION CRITERIA 3-lod BOX(3"x0.128•);OR COMMON NAIL,),9D KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.I'TT INCH,AND 100 KSI FOR SHANK METHODS, MATERIAL MINIMUM THICKE55 FIGURE 3-3"X0.131"NAILS DIAMETERS OF 0.142 INCH OR LE55. FASTENERS SPAGING HALL b.57APLES ARE Ib GAGE WIRE AND HAVE A MINIMUM"T/Ib-INCH ON DIAMETER GROWN WIDTH. Ibd COMMON(3 X2"X0.162") 24"O.G.FADE NAIL c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. EXTERIOR SHEATHING PER d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. 6"EDCE5 12'FIELD ^ 5 STUD TO STUD(NOT AT BRACED WALL PANELS) e.5PAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). TABLE 8602 3 C31 fOd(3"X0.12&");OR 16"O.G.FACE NAIL P.WHERE THE ULTIMATE DESIGN WIND SPEED 15 150 MPH OR LESS,NAILS FOR ATTAGHIN6 WOOD 5TRUGTURAL PANEL ROOF SHEATHING TO CS-HSP 3"X0.131') NAILS GABLE END WALL FRAMIN6 SHALL BE SPADED b INCHES ON CENTER_WHL-RL THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 13o MPH, CONTINUOUSLY SHEATHED 5�8; NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 45 INCH WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER Ibd BOX(36"X0.155");ORI12"O.C.FADE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 10 TABLE 86023(1)or 8602.3(2) VARIES BY FASTETER 9 STUD TO STUD AND ABUTTING STUDS AT INTERS=GTiN6 WALL 3"X0.131"NAILSg.GYPSUM SHEATHING SHALL CONFORM TO A5TM G 15,gb AND 5HALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING • CORNERS(AT BRACED WALL PANELS) Ibd COMMON(3"2"X0.162") Ib'O.G.FACE NAIL 54ALL CONFORM TO ASTM G 206. h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED Ibd COMMON(3)2'X0.162'7 161 O.G.EACH EDGE FACE NAIL BLOCKING AND A7 FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON Roof--SHEATHING PANEL EDGES APPLIES TO PANEL EDGES 10 BUILT-UP HEADER(2"TO 2"HEADER WITH Y2"SPAGEWSUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO C,5-6bc I6d BOX(3"2"x0.135") 121 O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REOUIRM BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE CONTINUOUSLY SHEATHED 5EE METHOD CS-MP SEE METHOD CS-HSP SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. WOOD STRUCTURAL PANEL 3/8 5-8d BOX(2 YYX0.1139;OR I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING,JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS Z ADJACENT TO GARAGE ll CONTINUOUS HEADER TO STUD 4-5d COMMON(2 Y2"X0.131);OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SC 4E0ULE.THE TOE NAIL ON OPENINGS 4-I0d BOX WXO.12b" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. tu Q Ibd COMMON(3 VX0.162') 16"O.G.FACE NAIL 12 TOP PLATE TO TOP PLATELod Box(3'x0.1269;OR TABLE R8O2.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES N '[r] [ 3"X0.131")NAILS 12"O.G.FAGS NAIL FROM WIND (ASD) (POUNDS PER CONNECTION) abG'- d � GS-fes -(1611 SEE SECTION R602.I0.6.4 SEE SECTION R602.10b.4 5-I6d COMMON(3 'x0.162");OR EXPOSURE B CONTINUOUSLY SHEATHED /I PORTAL FRAME DOUBLE TOP PLATE SPLICE FOR SOC's A-D WITH SEISMIC 12-I6d BOX(3"2"X0.135'7;OR X 2 12-IOd BOX(3"X0.126");OR FADE NAIL ON EACH 510E OF BRACED WALL LINE 5PAGIN5< 25' ULTIMATE DESIGN WIND SPEED Vult (mph) 0 12-3"X0.13t"NAILS END JOINT(MINIMUM 24'LAP SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 130 mph 140 mph v 112" long X 0.12 ala. 13 END JOINT) TRU55 5PAGIN6 (FEET) (for Y2"thick sheathing) DOUBLE TOP PLATE SPLICE 5OG's D0 Df,OR V AND 12-ibd(3 Y2"X0.135'} ROOF PITCH ROOF PITCH d /2" Or 25�32�� fOf 1 9/4' long X 0.12 dla. BRACED WALL LINE 5PAGIN6>25' GS-SEB ;i (for-6/��thick sheathinq) 3"EDGES 6"FIELD <5:5 }5;12 <5:1:2 L5:12 CONTINUOUSLY SHEATHED maximum 16 alvonized roofing Halls orb common STRUCTURAL FIBERBOARD (2 Ys" Ion X 0.01"dla)na11s Ibd COMMON(3X2°X0.182") Ib"O.G.FAGS NAIL 12 cis 511 122 113 stud Spacing g 18 122 112 157 146 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR ibd BOX M"2°X0,135");OR2 149 1 7 1112 17 BLOCKING(NOT AT BRACED WALL PANELS) 5"X0.151")NAILS 12"O.G.FACE NAIL 12 O.G. 28 167 155 216 200 1 FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.Smm, I degree = 0.0175 rad, I pound per square foot=47.5 N/m', 1 mile per hour = 0.447 m/s. 5-16d BOX(3Yz'XO.135');OR 3 EACH 16'D.G.FACE NAIL 32 185 170 240 222 a. Adhesive attachment Of Wall sheathing Including Method 6$, shall not be permitted in 5elsmiG Design Categories G, Do, DI and D2. BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(5 Y2"X0.162');OR 2 EACH 16"O.G.FACE NAIL 36 203 186 264 24 b. Applies to anels t to dWhlll Shall onlybe used on onwall i5 BLOCKING(AT BRACED WALL PANELS) 4-3"X0.151" NAiLS 4 EACH 16"O.G.FACE NAIL 42 230 211 500 278 ppes p next garage door opening ere supporting gobe end Hall or roof load only. e 258 236 336 311 of the garage. In Seismic Design Categories Do, DI, and D2 roof Covering dead load shall not exceed 3 psf. 4 4-bd BOX(2 "x0.113');OR 12 25 I I7 162 1511 4-8d G. Garage openings adjacent to a Method 05-6 panel shall be provided with a header in accordance with Table 8602.5 (1). A full s-16dDd COMMON(2 Y2"X0,131");OR TOE NAIL(3}2'X0.135);OR la 162 11 2011114 19 height Clear opening shall not be permitted to a Method 05-6 panel. 4-10d Box(5"X0.12&");OR, 24 IC195 182 255 237 d. Method C,5-5F5 does not apply in 5ei5mic Design Categories Do, 01 , D2. 16 TOP OR BOTTOM PLATE TO STUD 4-3"X 0.131 NAILS 25 222 203 2517 266 e. Method applies to detached one and two-fomiiy dwellings in Seismic Design Categories Dothrough D2only. 3-I6d Box(s �•(5 A"X) 52 24b 226 319 2115 ;OR 2-I6d COMMON(3 0.162"9;OR END NAIL 36 2'70 247 351 325 3-10d Box(5"X0.125");OR 42 306 281 1111 370 3-3"x0.131"NAILS 48 1 343 314 447 1 414 5-10d BOX(5"X0.126");OR EXPOSURE= G TABLE R501.2 17 TOP PLATES,LAPS AT COMERS AND INTERSECTIONS 2-16d COMMON(3"2"X0.162");OR FAGS NAIL DECK LEDGER CONNECTION TO BAND J015Tab 5-3"X0.151" NAILS ULTIMATE DESIGN WIND SPEED Vult (mph) 3-ad BOX(2 "X0.113");OR RAFTER OR ROOF SPAN 130 mph 140 mph (DECK LIVE LOAD=40 P5F, DECK DEAD LOAD=1 O PSE, SNOW LOAD < 40 PSF 2-bd COMMON(2)2"x0.131);OR 11RU55 5PAGIN6 (FEET) 15 I'BRACE TO EACH STUD AN7 PLATE 2-I0d BOX(3"X0,128");OR FACE NAIL ROOF PITCH ROOF PITCH CONNECTION DETAILSJ015T SPAN 2 STAPLES 1 5/4" b'AND LESS b' 1"TO&' 6'I"TO 10' 10'1 TO 12' 1 121 TO 14' 14'1" TO IG,' 16'1 TO IS' X 2 XO. ;OR <5:12 >5:12 <5:12 >5:12 ON-CENTER SPACING OF FASTENERS 2-e4 COMMON(2 Y2"X0.151');OR INCH DIAMETER LAG SCREW c d I9 I"X 6"SHEATHING,TO EACH BLARING 2-10d BOX(3"X0.128");OR 12 I I 151 1115 186 WITH INCH MAXIMUM SHEATHING 23 15 15 13 If 10 FACE NAIL 18 206 1115 257 242 2 STAPLES,["CROWN,i6ga.,1 s/4"LONG 24 256 239 317 298 �INCH DIAMETER SOLj WITH� INCH 56 34 2R 24 21 19 MAXIMUM SHEATHING 3-5d BOX(2 11X0.115);OR2& 29511 269 355 535 INCH DIAMETER 3-bd COMMON(2 VXO.131');OR I2„ O'G' 32 321 2911 398 375 MAXIMUM SHEATHIN6eT WITH 1-INCH 56 56 29 24 21 lb 16 3-I0d Box('3"x0.12&);OR 36 353 5201 ---435 411 3 STAPLES, 11'GROWN,Ibga.) 1/4"LONG FOR 51: 1 Inch = 25.4 mm,I foot =304,5 mm, I pound per square foot - 0.0479 kPa 42 2 375 4119 468 a.Ledgers shall be flashed In accordance with Section R103.4 to prevent water from contracting the house bond foist. 20 I"X b"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I"X a" FACE NAIL 45 450 420 560 524 b.Snow load shall not be assumed to act concurrent)y with live load. 4-bd BOX(2 �"X0.113");OR 12 214 201 263 24-7 c.The tip of the lag screw shall fully extend beyond the Inside face of the band Joist. 3-bd COMMON(2X2"X0.131);OR d.Sheathing shall be wood structural panel or solid sawn lumber 18 277 2511 542 322 e_5heathi shall be permitted to be wood structural panel, s m board,fiberboard,lumber or Poam sheathing. 5-IOd Box(3"x0.128");OR n9 p P 9yP 4 9• 4 STAPLES,I"GROWN, Ibgo.,i 5/4" LONG 24 540 318 422 398 Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 112-inch of allowable FLOOR 16" O.G. 25 384 355 476 42W-5 sheathing thickness where combined with wood panel or lumber sheathing. 4-bd Box(2�"XO.113");OR 52 427 395 529 406 3-5d COMMON(2 "X0.131');OR 595 469 438 583 547 21 J015T TO SILL,TOP PLATE OR GIRDER 12 3-10d BOX(3"XO.126);OR TOE NAiL 42 1 555 1 49 664 1 622 3-3"X0.131"NAILS I 48 I 599 1 559 745 1 697 TABLE 8507.2.1 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* A5 PER 5d BOX(2 'X0.1139 4"O.G.TOE NAIL PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS TABLE R3017 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE 22 RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP bd COMMON(2 Y2"x0.131");OR FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, PLATE(ROOF APPLICATIONS ALSO) Iod B (3 OX "X0.128");OR 6"O.G.TOE NAIL I POUND =0.454 , I POUND PER SQUARE FOOT = 4'1.11 Wim 2, I If 14.6 N/m ALLOWABLE 3"X0.131"NAILS p MINIMUM END AND EDGE DISTANCES AND SPAGING BETWEEN ROW5 STRUCTURAL MEMBER 3-5d Box 2x0.11 • DEFLECTION 2-bd COMMON(2 Ys"X0.131);OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF TOP ED61= BOTTOM EDGE EN05 ROW SPACING 23 I"X 6"SUBFLOOR OR LE-95 TO EACH JOIST 3-Iod BOX(3"X0.126);OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 3/12 L/150 2 STAPLES,1"GROWN,Ibgo.,1 %"LONG CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE LED6ERa 2 INCHES" 3/4 INCH 2 INGHESb I g/5 INGHESb WITH NO FINISHED CEILING ATTACHED TO 3-16d BOX(312'X0.135'7;OR BLIND AND FACE NAIL TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE BAND JOiST` 3 b s b RAFTERS 24 2'SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON MY2"X0.162) ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE /4 INCH 2 INCHES 2 INCHES I /a INCHES INTERIOR WALLS AND PARTITIONS H/180 3-I6d Box(3 Y2'X0.135) AT EACH BEARING,FAGS NAIL ;OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF FOR Sl: I INC 4.25 4 MM FLOORS L1560 25 2'PLANKS(PLANK & BEAM-FLOOR d ROOF) 2-i6d COMMON(3),-X0.162'7 HEIGHT5. a. LAO,SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FiGURE R507.2.1(1). 3-16d GOMMON "x0.162") b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING b. MAXIMUM 5 INCHES. GEILIN6 WITH BRITTLE FINISHES (INCLUDING L/360 4-10 BOX(3'XO.i25);OR ASSEMBLY DEAD LOAD OF 15 P5F. c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. PLASTER AND STUCCO) 26 BAND OR RIM J015T TO J015T 4-5'X0.131'NAILS;OR END NAIL G. THE TABULATED UPLIFT CONNECTION FORCE5 ARE LIMITED TO A MAXIMUM ROOF d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAC,SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE 8507.2.1(1). CEILINGS WITH FLEXIBLE FINISHES (INGLUDiN& 4-3"X 149a.STAPLES,J"GROWN OVERHANG OF 24 INCHES. L/240 MAIL EACH LAYER,AS POLLOH5: d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE GYPSUM BOARD) 20d COMMON(4"X0.192");OR 32"OG.AT TOP AND BOTTOM MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING ALL OTHER 5T8UGTURAL MEMBERS L/240 AND STAGGERED TABLE: 8402.1.4 - 2018 INTERNATIONAL ENERGY CONSERVATION CODE lad Box(5°x0.125");OR 24"O.G.FACE NAIL AT TOP CORNERS. EXTERIOR WALLS - WIND LOADa WiTH PLASTER OR H/360 2'i BUILT--UP 61RDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131'NAILS AND BOTTOM 5TA66ERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED STUCCO FINISHES OPPOSITE IDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 010. THIS EQUIVALENT U-FACTORS AND: 2-20d COMMON(4"XO.I92'7;OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOAD50 WITH OTHER H/240 3-Iod BOX(3"X0.128);OR AT EACH SPLICE FORCES. CLIMATE ZONEBRITTLE FINISHES 3-3"X0.131"NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT FENESTRATION SKYLIGHT GEILIN6 FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE EXTERIOR WALLS - WIND LOADSa KITH FLEXIBLE H/120" 4-16d BOX(3 j"XO.135"),0R CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY bO plf FOR EACH FULL U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE FINISHES. 2& LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3 Y2"X0.162");OR AT EACH JOIST OR RAFTER, WALL ABOVE, 4-10d BOX(3"x0.125");OR FACE NAIL g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF 5PAN5 AND WIND SPEEDS 4 EXCEPT LINTEL5 SUPPORTING MASONRY VENEER WALLSe L1600 4-3'x0.131 NAILS SHALL BE PERMITTED. 0.35 0.55 0.026 0.060 O.00I& 0.047 0.05Q 0.065 24 BRIDGING,TO JOIST 2-I0d(3"XO.12b) EACH END,TOE NAiL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGIN0SHALL BE PERMITTED MARINE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 5 AND 032 0,55 0.026 0.060 0.082 0.033 0.050 0.055 a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS MARINE 4 HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS MAX. AS MAX. AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. OBTAINED FROM THE TABLE R301.2(2). b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE TABLE R602.3(3) THE LENGTH OF THE CANTILEVER. WOOD PANEL WALL SHEATHINO FASTENINO SCHEDULE abti G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL 5PAGIN6 ULTIMATE DESIGN WIND COVERS, NOT SUPPORTING EDGE OF &LASS, THE CONTINUOUS STRUCTURAL PANEL THICKNESS STUD 5PAGIN6 VULTH7 PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF CE SIZE (INCHES) RATING (INCHES O.G) (INCHES 0.0) g G D GLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED bd COMMON TABLE: 8402.1.2 - 201E INTERNATIONAL ENERGY CONSERVATION CODE L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE (2.0"X0.113") IS 24/0 3/11 Ib 6 12 140 IIS IID bd COMMON ib 6 12 I-to 140 135 INSULATION AND FENESTRATION REOUIREMENT5 BY COMPONENT LENGTH OF THE MEMBER, WHICHEVER IS MORE aTRINGENT. (2.5"x0.1;31'7 1.15 24/18 7/Ib 24 6 I2 140 115 110 OR 5 D IG PANELS USED IN ROOFS OR WALLS OF GUNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD FOR 51: 1 Inch - 25.4 mm,I MILE PER HOUR= 0.441 m/s MAXIMUM GLAZED MINIMUM DEFLECTION SHALL NOT EXCEED L/120. a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD 5PAGIN6 MORE THAN 16" CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILIN6 WALL MA55 WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE d. DEFLECTION FOR EXTERIOR WALL5 WITH INTERIOR GYPSUM ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. b bA I c d e BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE b.TABLE BASED ON WIND PRESSURES AGTIN5 TOWARD AND AWAY FROM BUILDING SURFACES iN ACCORDANCE WITH SECTION R301-2. U-FAGTOR U-FACTOR SHOO R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE $ DEPTH WALL R-VALUE DEFLECTION OF H/180. LATERAL BRACING REQUIREMENTS SHALL BE IN AGGORDANGE WITH SECTION 8602.10. c.WED LL WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WA -16 OR NALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 4 EXrEFT20 OR 10 CONT. OR 10 CONT. OR e. REFER TO SECTION 703.5.2. SPAN RATING. PLYWOOD SiDING RAT16 D.C.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. MARINE 0.35 0.55 0.40 401 15 + 5 h 8113 ICI 13 CAVITY 10 / 2FT, 13 CAVITY WALL-16 AND PLYWOOD SIDING, Ib O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN Ib"ON CENTER. 5 AND 0.32 0.55 NR 411 20 OR 13117 5013 15 CONT. OR 10 / 2F 15 CONT. OR T. MARINE 4 15 + 5 h 1q CAVITY 14 CAVITY 3 - z A5 MAX. A5 MAX. PROPOSED AS MAX. -V.I.F. -Y.I.F. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. 4 - 0 4 r Z * REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES 6 HURRICANE ANCHORS MANUFACTURED BY SIMPSON 5TRON6-TIE CONNECTORS MODEL No. 1425A OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN FTERS DO NOT AL16N WITH 571.05 WALL STUDS a 16. O.G. SIMPSON STRONG-TIE CONNECTOR „ 16 Ga. COIL STRAPPIN6 MANUFACTURED L. #HlZ TO BE USED WHEN 1jMIN. EDGE BY 51MP50N 5TRON6-TIE CONNECTORS RAFTER ALIGNS WITH SND DIFFERENCE MODEL No. 0516 OR APPROVED EQUIVALENT USE A MINIMUM OF TWO 8d / •o•• \ NAILS TH15 SOME WITH A TOTAL OF FOUR INTO RA BOTTOM PLA RIM J015t ROOF RAFTS DOUBLE TOP PLA I i I 5/8”,PxI2" STEEL ANCHOR ` ' I BOLTS AT 5'-0" O.G. MAX. 1 i MIN EMBEDMENT OF '7" PLATE TIES MANUFACTURED BY SIMPSON 6 / 5TRON6-TIE CONNECTORS MODEL No. R5P4 OR APPROVED EQUIVALENT AT EVERY SND SEE PLA SUB FLOOR PLATE CONNECTION WHEN RAFTERS DO NOT FLOOR J015T ALI6N WITH 51UD t r r % STUDS 0 16" O.G. ° o Io ' . G a• 16 6a. COIL STRAPPING MANUFACTURED TWO bd NAILS BY SIMP50N STRONG-TIE CONNECTORS �. n INTO PLATES MODEL No. 0516 OR APPROVED EQUIVALENT ALL 5TRAPPIN6 TO BE r INSTALLED AS PER MANUFACTURES IC+rr 8d NAILS i SPECIFICATIONS AND NY5 CODE INTO STUDS WALL STUDS 16" O G. ROOF 5TRAFFIN6 DETA I L r5ANGHDR BOLT DETAIL r& NALL STRAPI`''( O DETAIL .3 SCALE: 5/4" = 1'-0" .3 SCALE: 3/4" = 1'-O" SCALE: 3I4 I O L15E SIMP5ON Z-MAX OR HPO CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/AW LUMBER. PROVIDE HOLD DOWN5 AT WALL STUDS 0 16" O.G. ALL CORNERS AND BOTH HURRICANE ANCHORS MANUFACTURED BY SIDES OF OPENIN55 6' SIMPSON 5TRONG-TOE CONNECTORS OR GREATER I N WIDTH MODEL No. L55U25,L55U210 OR APPROVEPn EQUIVALENT AT EVERY RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN DOUBLE 2X STU HURRICANE ANCHORS MANUFACTURED BY o 0 51MP50N 5TRON6-TIE CONNECTORS OF RAFTERS SIMP50N HDU5-SD52. MODEL No. LSTA24 OR APP ° MUIVA0 LENT AT EVERY RAFTER TO RIDGE ° BOTTOM PLA CONNECTION WHEN RAFTERS ALIGN ° RIM JOIST ° e RI e � e e e _ e SUB FLOOR ALL STRAPPING TO BE i IF RAFTER FLOOR J015T INSTALLED AS PER MANUFACTURES II SILL PLA SPECIFICATIONS AND NY5 CODE �� HIP CORNER PLATES MANUFACTURED TERMITE SHIE Ib Co. STRAP TIES MANUFACTURED FOUNDATION WALL BY SIMPSON 5TRON6-TIE CONNECTORS BY SI MODEL NO. HN STRONG-TIE CONNECTORS ODEL No. G516 OR APPROVED EQUIVALENT. RG1.81 FOR 2x MEMBERS STRAP TO HAVE MIN. 12" BEARING ON THE STUD OR APPROVED EQUIVALENT INSTALLED AS AND WRAP UNDER SILL PLATE AT FOUNDATION. ANUFAGTURES SPECIFICATIONS II "x5"A' 5TL. 5EARIN5 PLATE MANUFACTURED e BY SIMPSON STRONG-TIE CONNECTORS MODEL No. e LBPS/2 OR APPROVED EQUIVALENT eK-T--�RIDOE SII AFF I NO META I L IGAL %"xl2' HOOKED ANCHOR BOLT 5/g" THREADED STEEL RO •3 SCALE: 5/4" = 1'-O" - A 41, ® 5'-0" O.G. - W/'7' MIN. ENIDEDMENT INTO CONCRETE SIMPSON HDU5-SD52. - WITHIN 6-12" OF EACH END OF PLATE 2 fOUNDAT I ON 5TRAFF I NO DETAIL DOUBLE 2X STU •3 SCALE: 5/4" = I'-O" 5IMP50N HDUS-5D52. HURRICANE TIES MANUFACTURED BY WHEN NOT ALIGNED WITH RAFTER, HOOKED ANCHOR BOLT SIMPSON STRONG-TIE CONNECTORS MODEL CONNECT KING STUDS TO TOP PLATE, No.H25 OR APPROVED EQUIVALENT AT EVERY SEE ROOF STRAPPING DETAIL WRAP IY4" 6AL5. 20 6A. COIL STRAP MIN. 12" PENETRATIO RAFTER TO BEAM CONNECTION BOTH 51M HIP CORNER PLATES MANUFACTURED VER TOP OF TOP PLATE d NAIL INTO FOUNDATION BY SIMPSON STRONG-TIE CONNECTORS ROOF FRAMINS MODEL No. HGP2 FOR 2x MEMBERS e AND No. HCP4 FOR 4x MEMBERS OR APPROVED EGU I VALENT INSTALLED AS _ MANUFACTURE5 5PEGIFIGATION IF G51 I i OUBLE TOP PLATE VN DOUBLE TOP PLATE ROOF RA ° LL FRAMING P05T GAP MANUFACTURED BY SIMPSON ° • STRONG-TIE CONNECTORS MODEL No. 5GS2-2/4 OR APPROVED EQUIVALENT INSTALLED II AS PER MANUFACTURES SPEGIFIGATION9 z ADER (J BO=A i JACK DECORATIVE COLUMN COVER STUD /� FULL LFNOTH 4x4 GOLD q STF AA I—pp INV DETA I L WALL STUDS COLUMN B FRAMED OPENING FOR NEW •3 SCALE: 5/4" = 1'-0" WINDOW OR EXTERIOR DOOR USE SIMPSON Z-MAX OR HDO CONNECTORS TO INCREASE CORROSION RE515TANGE FOR ALL HARDWARE IN CONNECTION W/ ACG LUMBER. 4 HOLD DOYEN DETAIL .�✓' SCALE: 5/4" = I'-O" P. GONG. � _ T TF — IT- NOTE: - a I ( GOMJEGTORS ( � I AT IFTEACH CONNECTION IS REQUIRED NO UPLIFT AT EACH END OF THE HEADER AND AT COLUMN BASE MANUFACTURED BY • c BOTTOM OF HEADER STUDS IN ADDITION SIMPSON STRONG-TIE MODEL ( I REOUIRED ?IHS AREA I ( I TO CONNECTORS AT WALL STUDS AND No. G5044-SD52 INSTALLED a I II AT TOP AND BOTTOM OF CRIPPLES. A5 PER MANUFAC'MZERS SPECIFICATIONS OR APPROVED iy EOUIVALENT o J. �b V \ r P. GONG. CHEEK WALL � 6 Co. STRAP TIES MANUFACTURED 0 < F ~ � BY SIMPSON 5TRON6 E -TIE GON� GTOR5 USE SIMPSON Z-MAX OR HDG us �;''TM MODEL No.0516 OR APPROVED EQUIVALENT TO INCREASE CORR051ON RESISTANCE °C 4 STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION (( �j /+ /� AND WRAP I NVE R SILL PLATE AT FOUNDATION. W/AC-0 LUMBER. U =ORCH 5TRA1` F I NV DETAIL L i b UPL I I=T CONNECTOR DETAIL -3 50ALE: 5/4" = 1'-0" •3 5GALE: 5/4" = 1'-0" CONTINUOUS BEAD I ' F SEALANT I �I MANS IIFAGTURED THIN-PROFILE x-1,1-rEp AIR SPACE ---1rX15TIN6 ATTIC VENTILATION BAFFLE FLOOR A55EMBLY 1 (FALL WID �ATTIG INSULAITON Xs' RIGID � ' INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION NTINUOUS MINIMAL / PTIONAL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA EXPANDING FOAM AT CAVITY INSULATION —_ XPANIDIN6 FOAM AROUND _ — A GOr BUILDIS AIR BARRIER SHALL BE INSTALLED WINDOW PERIMETER iN THS BUILDING ENVELOPE THE PERIMETER OF LOOSELY '? AIR- PERMEABLE INSULATION SHALL NOT BE USED AS G �--"�• UT Rt61D INSULATION —GIxTINU0U5 BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A ----- I OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL FILING GYPSUM BOARD , " RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE ,1 AS AIR BARRIER EXISTING BAND J015T M5UL ATION ' SEALED k RETROFIT WITH I I12"R161D INSILLATION IOR INSULATED ,1 �INIJp� BEAD HALL IOR AIR BARRIER IN ANY DROPPED CEILING/SOFFIT INDOW UNIT A5 OF SEALANT q letg/4• ■ I'-o' AIR BARRIER ONTINUOUS BEAD CEILING / ATTiG SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFT=IT GAPS IN TH SEALANT THIN-PROFILE Arno SAVE SAFFLZ AND VENT HALL BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER OF ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTICS SPACES CONTINUOUS MINIMAL. 5-oloac scalers/4"■ I'-o• SHALL BE SEALED EXPANDING FOAM AT ---GONTINUOU5 MINIMAL WINDOW PERIMETER EXPANDING FOAM AT THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WINDOW PERItNE'TERBE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE rAV` " GYPSUM BOARD ---MANUFACTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLA'T'E AND THE TOP OF OF RI 3 PER INCH MINIMUM HAVING A THERMAL RESISTANCE CONTINUOUS BEAD X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED F SEALANT ATTIC INSULATION EXTERIOR THERMAL ENVELOP_ INSULATION FOR FRAMED EILING J015T5 KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT ONTINIUOU5 BEAD AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OF ADHESIVE IRIINDOPq WINDOW5, 5KYLIGHT5, AND DOORS ONTINUOU5 BEAD AIR BARRIIER 5 THE SPACE BETWEEN WINOOW/DOOR JAMBS AND OF SEALANT xSULATED EXTERIOR WALL FRAMING, AND SKYLIGHTS AND FRAM1x6 SHALL BE CONTINUOUS MINIMAL IOR WALL -- -- SEALED EXPANDING FOAM AT 5HEATHING ANDIN6 FOAM SEALANT WINDOW PERIMETER AT PERIMETER RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED NTINUOUS BEAD 2-STUD WRNER KITH Ix4 BACKER OF SEALANT ' f.ONTiMIDU��BEAD GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED SEALANT 5-00006 let5/4'• 11-0' CESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES d THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION IN LATISUBFOOR GEGBE P RM FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH " NTINUOUS BEAD THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION NTINUlOU5 BEAD I I OF ADHESIVE AIR 5EALMAT L16rMINATiG INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND ° OF SEALANT I NTINUOUS BEAD EXTENDS FROM THE BOTTOM TO THE TOP OF ALL ONTINUOUS SILL SEALER I OF SEALANT -FULL WIDTH OF MUD51LL NTINUOUS BEAD s o +•+s 4" • 1'-0" PERIMETER FLOOR FRAMING MEMBERS ZOF ADHESIVE CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, FOUNDATION WALL I OF BSD BE COVERED WITH A GLA55 I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE AS AIR BARRIER 11 I W1TH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS NCRETE SLAB AS h� v — SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE e ° —FLOOR A55EMDLY LOCKING A5 REQUIRED PENETRATIONS UNCONDITIONED PENINO TO EXTERIO'Z OR AIR BARRIR SPACE TO BE SEALED n j •(P�,�IJM BOARD BOX BATT5 IN NARROW CAVITIES SHALL BE OUT TO FIT, OR CONTINUOUS BEAD I -vONTINUOUS BEAD ENGL05URE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT n n ° F SEALANT OF SEALANTTT IC, INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE a CAVITY SPACE ONTINUDUS BEAD GEILIN6 .01.7, GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED a � OF SEALANT SPACE NTERIOR 0YM5UM 3 RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE WALLBOARD AS BARRIER '" RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED OONOEPTUAL AIR SEAL I N5 5TRATEC Y // CONCEPTUAL AIR SEAL I NC 5TRATEC Y // — _ TO THE DRYWALL AIR TIGHT AND IG RATED LONER HALL 5ECT1 ON UPPER NALL SECTION � /�-AIR 5ANDJ sTRATE4Y AT UPPER i�00R BAND J0157 BATT INSULATION SHALL BE OUT NEATLY TO FIT PLUMBING AND WIRING AROUND WIRING AND PLUMBING IN EXTERIOR 5-02011 ale: /4' ■ I'-0" ANOIN6 FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION SGale:3/4° = I�—OII AT PERIMETER ER OF READILY CONFORMS TO AVAILABLE SPACE SHALL 5-02002 Soale:3/41' = II-0il 5-02003 EXTEND BEHIND PIPING AND WIRING SEALANT I RYWALL GEILIN6 SHOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWER5 AND 6YP5UM BOARD ADJACENT TO SHOWER5 AND TUB5 SHALL 6 2) LAYERS 2' RI61D INSULATION GESSED LIGHT FIXTURE TUBS SHALL BE INSULATED SEPARATE THEM FROM THE 5HOWER5 AND TUBS INSTALL I" RI61D INSULATION INSTALLED DURING FRAMING ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND GUT TO FIT BETN�N THE EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR RAFTERS FROM SEAL BOTH AIR 5WNS AT R 5255M LISWW IN ATM I" RI61D INSULATION SIDES ALONG RAFTER WITH A!R-SEAL BOXES SHALL BE INSTALLED ROU&H CUT AROUND EXPANDING FOAM SEALANT. 5.02040 5wle:s/4"■ I'-0" HVAC, REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING VENTILATION CHUTE VENJTILATIOx CHUTE MAINTAIN EQUAL VENT SPACE -AIR SEAL PERIMETER FOR LENGTH OF R161D INSULATIO NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO T HE WITH EXPANDING �TTIG INSULATION WALL SUBFLOOR OR DRYWALL FOAM SEALANT IOR W'°`I'L WHEN REQUIRED TO BE SEALED, CONGEALED FIRE INSTALL I" RI61D INSULATION SHEATHIN5 CONGEALED SPRINKLERS VERTICALLY TO CONNECT /� SPRINKLERS SHALL ONLY BE SEALED IN A MANNER INSULATING SHEATHING TO RIGID / s-5TUD CORNER WITH RI61D INSULATION THAT 15 RECOMMENDED HE THE MANUSEALANTS SER. INSULATION BAFFLE. — T CAULKING OR OTHER ADHESIVE SEALANTS SHALL FOAM SEAL BOTH AOI 5-0000'► Scale:g/4" ■i'-O" NOT NK USED V FILL VOIDS BETWEEN FIRE / SPRINKLER COVER PLATES AND WALLS OR 4 TINUOUS BEAD OF SEALANT " RI61D INSULATION 1 OF SEAL N BEAD i 1" RI &V INSULATED 61D INSULATION IDE BLOCKING AT I HALL �XTERIOR INSULATED STUD CAVITY AT SHOVER WALL AT EXTERIOR WAIL — ONTINUOU5 BEAD OF I NSTALL, INTER OR SHEATHING MAT)=RIALS R-VALUES G I'RIGID IN3ULATLON AS ATTIC,SAVE QAi�I.E GUT I'EXTERIOR IWC-ATIoN 5HEATHIN6 AS I FA Ax I PRIOR TO INSTALLATION OF AROUND M &ATION AS VENT ATTIC SAVE BAFFLE AND VENT I I PREFAB FIREPLACE UNIT i I EMENT BAGKERBOARD MATERIAL R-VALUE 5-01006 151-1 ■ I'-0' S-01 �1e8/4'■ I'-0" TUB SURROUND FINISH AB TUB UNIT TILE SURROUND FINISHi FIRUNID PLACE I B'JILDINC BOAR NSTALL i" RIGID INSULATION BAGKERBOARO I I \-Tm SURROUND GYPSUM WALL BOARD Iy2") 0.45 NSULATED PROVIDE BLOCKING AT BEYOND —� AT BOTH HORIZONTAL AND NSULA.W EXTERIOR I EXTERIOR STUD CAVITY AT TUB i GYPSUM WALL BOARD (5/a") 0.5625 DRAINAGE PLA I VERTICAL P051TIONS STUD K,ALL I STUD WALL AT EXTERIOR WALL N11N000S BEAD I (LEAVE g'GAP FoR EXPANDING roAfyV Z THIN PROFILE WALL SHEATHING INSTALL EXPANDING FOAM OF SEALANT PLYWOOD 4/a") 0.62 AT INTENTIONAL GAPS i INSULATI=D EXTERIOR ( TH}tN PROFILE SEALANT =—E XI5TIN6 FLOOR I `-� ALL I PLYWOOD �/4") O.°4 AT i RENDIOID INSULATIO SHEATHING CONTINUOUS BEAD OF ASSEMBLY fr INpIOUr BE SEALANT CAVITY INSULATION I ONTINUOU5 BEAD OF I OF SEALANT 51 D I NG SELANT MINIMUM�" DRIP - I — 1 I ANUF. 5HOK^R ALUMINUM/ VINYL 51 D I NG (NOT INSULATED) 0.61 I" R161P INSULATIO I I PAN XPANDING FOAM SOFFIT CXPP+NDIN6 FOAM 1 -- WOOD FLOOR ASSEMBLY-- ALUMINUM/ VINYL 51DINO (7:2" INSULATION) 1.80 LOS — iD FRAME FLOOR I OD FRAME ASSEMBLY I FLOOR ASSEMBLY FLOORING HARDWOOD FLOORING (3/4") 0.68 INSN.ATED CANTILEVER FLOOR CAVITY INSULATION WITH I"81610 INe.MATION CLDWRE TILE 0.05 5- 10lq 5cale.g/4' ■ 1'-0' AIR 5EALIN6 BEHIND SHOHER WITH AIR SEALING AT PLATFORM FOR MAM)FAGTURPD AIR 5EALIN6 BEHIND TM WITH THIN-PROFILE 5HEATHIN6 FIREPLAGE A55EMIBLY THIN-PROFILE 5HEATHINS//SECTION CARPET WITH FIBER PAD 2.08 5-0100`7 Scale5/4• ■ I'-o" 5-01012 Ie:s/4• • 1'-0• 5-Olooq les5/4• . 1'-0' CARPET WITH RUBBER PAD 1.23 �ATTIG INSULATION EiLlx6 FIZAMI AIR SPACE 0/:2" UP TO 4") LOOK GRILLE .00 -SHEATH INTERIOR OF LOOP.DUCT BOOT CTRICAL WIRE " RI61D ATTIC ACCESS TO NTINUOUS BEAD OF _ INSULATION +I" OF INSULATION ` - TOP PLATT= ROOFING �_-=- LEVEL PLUMBING PI �, �,`I I I ` B FLOOR ASPHALT SHINOLES 0.4.4 ACCESS PANEL RAW ACCESS PANEL TOP PLA XPANDIN6 FOAM F Q WOOD SHINGLES O.q7 L5NU& WITH PERIMETER EXPANDIN6 FOAM TEAT INNER DUCT SEALANT C�'- Ic ..- SCREWS SEALANT A5TIC AT INNER LINERL STUD TRIM AS REQUIRED TIE AT OUTER LINER DOORS IN15H CEILING WALL 5 WOOD, 50LID GORE (1 3/4") 2.17 INSULATED METAL DOOR (2") 15.00 ' AIR SEALING AT ATTIC HATCH//FINISH SCRENS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL.AT PXT BOOT AIR 5EAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 Iets/4" ■ 1'-0' S-Oio2s Scaleg 4•• 11-o• 5I 5caiets 4' " 1'-0" 4 ale:3 4" ■ POURED CONCRETE PER I" �G� ` 0.08 z IL , - ' 0 r z 1c